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151 SAND HILL RD
6/15/2021 �o•H ��1 `R Town of South Windsor Building Department S so Building Permit: BLDP-21-294 APPLICANT NAME: Allison Hebel EMAIL ADDRESS: ahebel@clinellc.com ADDRESS: 750 West Center St. STE 301 W. Bridgewater , MA 02379 LOCATION ADDRESS: 151 SAND HILL RD South Windsor CT6074 OWNER: SOUTH WINDSOR TOWN OF 56 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: AT&T modifications include replacing(3)antennas,replacing(6)RRUs and adding (3)RRUs to existing cell tower. No change to tower height or compound. May 13, 2021 BUILDING OFFICIAL DATE SIGNED -ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT- -PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL- 1!1 D APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074(PHONE) 860-644-2511 EXT.230 DEPARTMENT DECISION PERMIT NUMBER. APPLICATION IS HEREBY: )Z c6 g g 2 APPROVED: BLDG.PERMIT NUMBER: DATE INSPECTOR LOCATION OF WORK: APPLICANT: OWNER: TYPE OF STRUCTURE: Cl NEW BUILDING NAME: ST��G�LJ NAME:--) I C� v1J � o ADDITION PHONE NUMBER-�9'60^�v g'2�6 PHONE NUMBER: ❑EXISTING BUILDING ADDRESS: ADDRESSJ'�-j r ' TYPE OF USE: ❑RESIDENTIAL J1160MMERCIAL HVAC INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF SYSTEM: ❑HEATING ❑AFC r HEATING: 7 IZ TOTAL HEAT LOSS(BTiIH) °F (HEAT LOSS SHEET REQUIRED) 1 [,u(� ��JIL, ;txe-- F I z✓� DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.): ESTIMATED COST:$ AIR CONDITIONING: DESIGN TEMP:OUTSIDE T INSIDE °F DIFFERENCE F° FEE ENCLOSED:S 3� TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET REQUIRED) DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): FEE SCHEDULE:S18 PER$1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT'BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: TYPE: STATE: �/ SIGNATURE OF APPLICANT: DATE:�l 3) J(5 gad?UZ r 0 APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT.230 DEPARTME ELISION PERMIT NUMB R: APPLI BY: V PRO BLDG.PERMIT NUMBER: kl 4 DATE �PE�CTOR LOCATION OF WORK: �! S Windsor, C 0 7 I_ I Sand ��II R� ��-� �ndso T T 60 't APPLICANT: OWNER: TYPE OF STRUCTURE: ❑NF W BUILDING �yy NAME Joe GlQ a 1W1f a s�rn mm NAME:5 DA C0M MkAn I C4 h 0M dADDITION I Ay w l-. _' PHONE NUMBER: (207)CZ4-445 7 PHONE NUMB ERR: o EXISTING BUILDING ADDRESS: 103K odd w Ivylsor ADDRESS: S051 Conaress Ave,. TYPE OF USE: bo m fi id , Cro6o02 8� Rai EL 33IN] o REsinENrIAI -160'WaRCIAI ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: i 11Sfa.l 125 K,yJ DC AenPratnr(p ra rtft SIZE OF SERVICE: 0fiery)• fo wdude. cunjuA'tK CznducAyrs, SIZE OF MAIN SERVICE: NUMBER OF METERS: }_ per a{MChed NUMBER OF PANELS: CDs. / [, NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: / FEE ENCLOSED:S -Oy CC NUMBER OF A/C CIRCUITS: FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT / IS S1.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: - TYPE:E— STATE: CQhne(,ti c wf SIGNATURE OF APPLICANT DATE: ao� Acevedo, Maria From: Cindy Morton <cmorton@easterncomm.com> Sent: Wednesday, October 10,2018 4:05 PM To: Acevedo, Maria Subject: 151 Sand Hill Rd, EP App info Hello Maria, I've delved into this scope and received a few answers from our CM. The concrete pad is existing and extension is not required within the lease area. We are relocating a PPC within the existing equipment area and installing a generator, supplied by T-Mobile. The cost on the application includes the cost of the generator and all labor that our electrician, Joe Gagnon, is performing. Let me know if you require anything further to approve our application. Cindy re r 103R Old Windsor Road Bloomfield, CT 06002 1 Office: 860-242-8100 x229 I Cell: 860-307-9715 1 Fax: 860-242-8103 1 �4 r ! STATE OF CONNECTICUT ♦ DEPARTMENT OF CONSUMER PROTECTION Be it known that ! JOSEPH GAGNON PO BOX 688 1 AGAWAM, MA 01001-0688 ! has been certified by the Department of Consumer Protection as a licensed i ELECTRICAL UNLIMITED CONTRACTOR License # ELC.0194745-E1 i I i Effective: 10/01/2018 20 -d9 Expiration: 09/30/2019 Michelle Seagull,Commissioner At AM DATE(MMIDD/YY1YY) ACOR" CERTIFICATE OF LIABILITY INSURANCE i,`� 10/1/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW; THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Hope Cote Cross Insurance-Portland PHONE (207)780-1677 Ne c207I7a0-6271 2331 Congress Street AD DRESS:heote@crossagency.com INSURERS AFFORDING COVERAGE NAIL 0 Portland ME 04102 INSURER A:Peerless Ina Cc 24198 INSURED INSURER B:The Netherlands 24171 Eastern Communications, Inc. INSURERC:Maine Employers Mutual Ins CO 11149 103R Old Windsor Road INSURER D:Columbia Casualty Company 31127 INSURER E: Bloomfield CT 06002 INSURERF: COVERAGES CERTIFICATE NUMBER:CL1821339840 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSA LTRR TYPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY EJfP LIMITS X COIMIERCUIL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED A CLAIMS-MADE F_x1 OCCUR I rren a occuce $ 100000 X CBP568270 12/29/2017 12/19/2018 MED EXP(Any one Person) $ 5,000 PERSONAL d ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 3,000,000 POLICY 1K JECO7 Fx� LOC PRODUCTS-COMP/OP AGG $ 3,000,000 OTHER $ AUTOMOBILE LIABILITY COMBI�NEDDISINGLE LIMIT $ 1,000,000 (EaB IX ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BAS395669 12/19/2017 12/19/2018 BODILY INJURY(Par ecddenl) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per soodem HIRED PD Ix $50,000 $250/$500 Ded C i C MEDICAL PAYMENTS $ 2,000 X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAR CLAIMS-MADE AGGREGATE $ 5,000,000 DIED I X I RETENTION$ 10,000 CUS561771 12/19/2017 12/19/2018 $ WORKERS COMPENSATION X AND EMPLOYERS'LIABILITY YIN STATUTEER ANY PROPRIETORMARTNEWEXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ 1,000 000 OFFICER/MEMBER EXCLUDED? C (Mandatory In NH) 5101800727 3/1/2018 3/1/2019 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 A Iaaaed/Ranted Equipment -8618660 12/19/2017 12/19/2018 SPECIAL FORM $350,000 Installation Floater 1.000 DEDUCTIBLE $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,AddlHonal Remarks Schedule,may be attached H more space is required) RE: SBA Site ID: CT07824-S, T-Mobile Site ID: CT11497A. SBA and T-Mobile are named as Additional Insured with respect to General Liability when required by written contract. Insurer D: Professional Policy #6018603986 6/10/18-19 $2,000,000 Limit with a $50,000 deductible. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE SBA Communications Corp THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Its Subsidiaries and Affiliates ACCORDANCE WITH THE POLICY PROVISIONS. 8051 Congress Ave Boca Raton, FL 33487 AUTHORIZED REPRESENTATIVE Hope Cote/HAC G/ 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are m9lah ad marks of ACORD INS025(201401; Electric # APPLICATION FOR BUILDING PERMIT Plumbing# C HVAC# � Date: a9 l� Sprinkler# Estimated Cost $ 9.5 FINAL APPROVALS Permit Fee suo —' Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE Appr.for CO. Total Fee $ �� TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: C f� Applicant.,.. -7-tl« ,,o % " 1.1ujc C �1, S,., LocationofWork 11 5,..,2 N,tl 'RcxJ 1 LotNo. Applicant's Address Ito ESo.,,a Tel # 948"-0-rs4.3SU(0 Town S30kc►c.6% Zip Ul4scool Lic.#640 D9Q32_qq T Owner 5U Architect Ce4x. IF- -u-cm, -X—c Owner's Address A A,,& ,, t Architect's Address ��- a � � So.- ► CT t�upi C-luce, 9L.41w. FL Zip 33 t4 7 Zip- Sq. Ft. New Area: 1 st Fl. 2nd FI. 3rd FI. Total New Area Purpose of this permit N►'is C-,2 c,,Jj -,� +-Q ex,J,._^ 4e-I ryMA14 L.*1 j CCL,.ms 4zc f City Water Well J Septic System J Sewer J Ins: HO SP Cert. Area Base nt Garage Approved by Date 7- Use Grou Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS STATE OF CONNECTICUT CONNECTICUT SITING COUNCIL Ten Franklin Square, New Britain, CT 06051 Phone: (860) 827-2935 Fax: (860) 827-2950 E-Mail: siting.council@ct.gov www.ct.gov/csc July 9,2018 Nicole Caplan Site Acquisition Specialist Empire Telecom 16 Esquire Road Billerica,MA 01862 RE: EM-AT&T-132-1M18—AT&T notice of intent to modify an existing telecommunications facility located at 151 Sand Hill Road,South Windsor,Connecticut. Dear Ms.Caplan: The Connecticut Siting Council(Council)hereby acknowledges your notice to modify this existing telecommunications facility,pursuant to Section 16-50j-73 of the Regulations of Connecticut State Agencies with the following conditions: 1. Any deviation from the proposed modification as specified in this notice and supporting materials with the Council shall render this acknowledgement invalid; 2. Any material changes to this modification as proposed shall require the filing of a new notice with the Council; 3. Within 45 days after completion of construction,the Council shall be notified in writing that construction has been completed; 4. Any nonfunctioning antenna and associated antenna mounting equipment on this facility owned and operated by AT&T shall be removed within 60 days of the date the antenna ceased to function; 5. The validity of this action shall expire one year from the date of this letter,and 6. The applicant may file a request for an extension of time beyond the one year deadline provided that such request is submitted to the Council not less than 60 days prior to the expiration. The proposed modifications including the placement of all necessary equipment and shelters within the tower compound are to be implemented as specified here and in your notice dated June 4,2018. The modifications are in compliance with the exception criteria in Section 16-50j-72 (b) of the Regulations of Connecticut State Agencies as changes to an existing facility site that would not increase tower height,extend the boundaries of the tower site by any dimension,increase noise levels at the tower site boundary by six decibels or more, and increase the total radio frequencies electromagnetic radiation power density measured at the tower site boundary to or above the standards adopted by the Federal Communications Commission pursuant to Section 704 of the Telecommunications Act of 1996 and by the state Department of Energy and Environmental Protection pursuant to Connecticut General Statutes§22a-162. This fatality has also been carefully modeled to ensure that radio frequency emissions are conservatively below state and federal standards applicable to the frequencies now used on this tower. This decision is under the exclusive jurisdiction of the Council. Please be advised that the validity of this action shall expire one year from the date of this letter. Any additional change to this facility will require explicit notice to this agency pursuant to Regulations of Connecticut State Agencies Section 16-50j-73. Such CONMEClICUI'811Nt0 COUNGL A16rmreivv Avis !-yard Upl—lu ulv F.nrplgry EM-AT&T-132-180618 July 9,2018 Page 2 notice shall include all relevant information regarding the proposed change with cumulative worst-case modeling of radio frequency exposure at the closest point of uncontrolled access to the tower base,consistent with Federal Communications Commission,Office of Engineering and Technology,Bulletin 65. Thank you for your attention and cooperation. Sincerely, �?ll-�i�ttJ Melanie A.Bachman Executive Director MAB/CMW/jmb c The Honorable M.Saud Anwar,Mayor,Town of South Windsor Michele R.Upe,AICP,Director of Planning,Town of South Windsor Matthew B.Galligan,Town Manager,Town of South Windsor SBA Communications,Tower Owner CMmt MI hw�uMouh�YOeotlydYd4dWt1 cm{Lma11.172.18061{_ddlr wWAil4ddoa in E M PTI R E Nicole Caplan EMPIRE telecom Site Acquisition Specialist telecom 16 Esquire Road (M)978-284-3906 Billerica,MA 01862 ncaplan@empiretelecomm.com To: Town of South Windsor/Building Inspection Dept From: Nicole Caplan/Empire Telecom Date: 07/20/18 Via: UPS tracking#1Z 870 26W 01 9609 5282 Re: BP Application Package: AT&T//NEW ENGLANDHCT1139//FA#10035389//PTN 2051AOEDTE//South Windsor CT Dear Maria, Enclosed please find the building permit application for 151 Sand Hill Road. Also included are(2) copies of the construction drawings,copy of the structural analysis,a copy of Empire's COI, Empire's contractor's license,and a check for$450.00,which represents payment for the building permit fee. I am also including a self-addressed stamped envelope for you to mail the issued permit back to me. If you have any questions, I can be reached at the phone number or email address below. Sincerely, Nicole Caplan Site Acquisition Specialist Empire Telecom 16 Esquire Rd Billerica, MA 01862 (978) 284-3906 ncaplan(@empiretelecomm.com I.D CT7 Site Na South Wind 2 Tenant Site ID: 151 Sand Hill Road Site Name: South Windsor Tenant Site Name: S.Windsor ANTENNA SITE AGREEMENT 1. Premises and Use. SBA Properties, Inc., a Florida monthly rate in effect for the prior year. This Agreement corporation ("Owner") leases to SNET Mobility, LLC, a shall be effective on the date last executed by the parties. Delaware limited liability company ("Tenant"), the site 4. Security Deposit. Intentionally Omitted. described below: Tower antenna space at approximately 170 feet above ground level;Ground space for placement 5. Tltlo and Quiet Possession. Owner represents and of Pad or Shelter for Tenant's base station equipment agrees (a) that it is in possession of the Site as lessee consisting of approximately 240 square feet; and space under a ground lease, ("Ground Lease');(b)that it has the required for cable runs to connect telecommunications right to enter into this Agreement; (c) that the person equipment and antennas, in the location(s) shown on signing this Agreement has the authority to sign; and (d) Exhibit A, together with a non-exclusive easement for that Tenant is entitled to the quiet possession of the Site reasonable access thereto for passage and repassage on throughout the Initial Term and each Renewal Term so long foot, in vehicles, and with machinery and to the as Tenant Is not In default beyond the expiration of any appropriate, In the discretion of Tenant, source of electric cure period. Notwithstanding anything to the contrary and telephone facilities, (collectively, the"Site"). The Site contained in this Agreement, if the Site Is subject to a will be used by Tenant for the purpose of installing, Ground Lease,Owner may terminate this Agreement upon removing, replacing, modifying,maintaining and operating, the termination of Owner's right to possession of the Site at its expense,a telecommunications service system facility under the Ground Lease. Owner will not do, attempt, consisting of the antenna(s) and related equipment set permit or suffer anything to be done which could be forth on Exhibit B (the"Equipment"). If Tenant desires to construed to be a violation of the Ground Lease.Owner will place equipment on the Site other than that listed on furnish Tenant with a copy of the applicable Ground Lease, Exhibit B, Owner and Tenant will negotiate the placement financial terms omitted, attached hereto as Exhibit "E". of the additional equipment and the associated Increased This Agreement is subordinate to any mortgage or deed of rent. Tenant will use the Site in a manner which will not trust now of record against the Site. Promptly after this unreasonably disturb the occupancy of Owner's other Agreement 1s fully executed,if requested by Tenant,Owner tenants. In the event that the Tenant or a public utility is will use its best efforts to cause the holder of any such unable for any reason to use the aforesaid rights-of-way,or mortgage or deed of trust to execute a non-disturbance if the public utility requires a separate utility easement agreement in the form attached hereto as Exhibit"F", and running to it, Owner hereby agrees to grant additional Owner will cooperate with Tenant at Tenant's sole expense rights-of-way, easements and other privileges to Tenant toward such an end to the extent that such cooperation and the utility, at no charge to Tenant or the utility, at a does not cause Owner additional financial liability. Tenant mutually acceptable location, as necessary or desirable to will not, directly or Indirectly,on behalf of itself or any third Install, operate and maintain utility facilities to serve party, communicate, negotiate, and/or contract with the Tenant's Equipment,and Owner hereby agrees to execute lessor of the Ground Lease, unless Owner's rights under and deliver such agreements and instruments deemed the Ground Lease have been terminated. necessary or desirable to Tenant or the utility in connection 6. Assignment/Subletting. Tenant will not assign or with the foregoing, including the consent and joinder of transfer this Agreement or sublet all or any portion of the Owner's mortgagee to any such grant. Site without the prior written consent of Owner, which 2. Term.The"Initial Term"of this Agreement shall be five consent will not be unreasonably withheld, delayed or (5) years beginning on the date set forth below conditioned. However, Tenant may assign without the ("Commencement Date") and terminating on the fifth Owner's prior written consent to any party controlling, anniversary of the Commencement Date. This Agreement controlled by or under common control with Tenant will automatically renew for four additional terms (each a provided that the assuming party has comparable credit "Renewal Term") of five years each, unless Tenant quality to that of Tenant. An assignment,transfer or sublet provides notice to Owner of its intention not to renew not by Tenant as described above will not relieve Tenant of any less than one-hundred and twenty (120) days prior to the obligations or liability hereunder. expiration of the Initial Term or any Renewal Term. 7. Access and Security. Tenant will have the reasonable COMMENCEMENT DATE: The earlier of,the date Tenant right of access to the Tower where its equipment is located; installs any of its Equipment at the Site,or thirty(30)days provided that, Tenant must give Owner twenty-four (24) from Site completion. hours prior notice, Including for installation of equipment. 3. Rent.Beginning on the Commencement Date,Rent will Tenant will have unrestricted access twenty-four(24)hours be paid in equal monthly Installments of Two Thousand, a day seven(7)days a week to its Pad or Shelter. In the Four Hundred and no/100 Dollars($2,400.00),In advance, event of an emergency situation which poses an Immediate due on the first day of each month, partial months to be threat of substantial harm or damage to persons and/or prorated on a thirty(30)day month. Rent will be increased property (including the continued operations of Tenant's annually on the anniversary of the Commencement Date telecommunications equipment) which requires entry on (during the Initial and all Renewal Terms) to 104% of the the Tower or shared Shelter space, Tenant may enter t CT7824S-02 Snetcolo-ct.doc Tenant Initials Owner Initials November 29,2001 Site I.D.: CT7824-S-02 , Tenant Site ID: 151 Sand Hill Road Site Name: South Windsor Tenant Site Name: S.Windsor same and take the actions that are required to protect for ordinary wear and tear and insured casualty loss. If individuals or personal property from the immediate threat Tenant fails to remove its equipment as specified in the of substantial harm or damage;provided that promptly after preceding sentence, Tenant's equipment will be subject to the emergency entry and in no event later than twenty-four disconnection, removal, and disposal by Owner. So long (24) hours, Tenant gives telephonic and written notice to as Tenant's Equipment remains on the Site after the Owner of Tenant's entry onto the Site. termination date(even if it has been disconnected),Tenant 8. Notices.All notices and payments must be in writing will pay to Owner a hold-over fee equal to one hundred fifty and are effective when deposited in the U.S. mail,certified percent(150%)of the then-effective monthly rent, prorated and postage prepaid, or when sent via overnight delivery, from the effective date of termination to the date the to the address set forth below, or as otherwise provided by Equipment is removed from the Site. Owner will have the law, right (but not the obligation) to disconnect and remove equipment from the Site. If, after the termination date, Owner disconnects and removes equipment, Tenant will Tenant: SNET Mobility,LLC pay to Owner upon demand one hundred fifty percent 500 Enterprise Drive,Suite 3A (150%) of the disconnection, removal and storage Rocky Hill,CT 06067-3900 expenses incurred by or on behalf of Owner. If the Attn: Manager of Real Estate Equipment is not reclaimed by Tenant within sixty(60)days of its removal from the Site, Owner has the right to sell the With a Equipment and deduct therefrom any amounts due under copy to: Cingular Wireless this Agreement, returning the remainder to Tenant Upon 6100 Atlantic Blvd., MC: GAN02 written notice by Owner to Tenant not less than five (5) Norcross, GA 30071 business days beforehand, unless such notice can not Attn: Network Real Estate Admin. reasonably be provided in which event Owner will give Tenant the earliest possible reasonable notice, Tenant will And a cooperate with Owner in rescheduling its transmitting copy to: Cingular Wireless C;n v jar Wireless' activities, reducing power, or interrupting its activities for 7855 Walker Drive,Suite 100 limited periods of time in order to permit the safe S, 5&�nrrd�qa installation of new equipment or new facilities at the Site or Greenbelt, MD 20770 C0'1"e.c+oc,r S J700 to permit repair to facilities of any user of the Site or to the Attn: Regional Counsel la�+�, C>43,ZyL related facilities. /If+n.,Legal CL-Pf 10. Compliance with Laws. Tenant agrees to take the Owner: SBA Properties,Inc. V Site in strictly"AS IS"condition. Owner represents that the 5900 Broken Sound Parkway, N.W. Site, its property contiguous thereto, and all improvements Second Floor located thereon,are in compliance with building, life/safety, disability and other laws, codes and regulations of Boca Raton, FL 33487 applicable governmental authorities. Tenant will comply with all applicable laws relating to its possession and use of Payments: SBA Properties,Inc. the Site and its Equipment. Upon request by Owner, P.O.Box 101667 Tenant will produce satisfactory evidence that all equipment installed at the Site complies with federal Atlanta,GA 30392-1667 regulations pertaining to radio-frequency radiation standards and is licensed with the FCC, if applicable. 9. Installation and Improvements. Prior to installing or Owner accepts sole responsibility for the Site's compliance allowing any Equipment to be installed at the Site or with all tower or building marking and lighting regulations making any changes, modifications or alterations to such promulgated by the Federal Aviation Administration "FAA" Equipment, Tenant, at its expense, will obtain all required or the Federal Communications Commission "FCC," as approvals and will submit to Owner plans and applicable. Owner represents and warrants that the Site specifications of the planned Installation or other activity, complies with all applicable tower or building marking or and Contractors to perform same for Owner's approval lighting regulations promulgated by the FAA or the FCC. which approval will not be unreasonably withheld. All Owner agrees that Tenant may install,at Tenant's sole cost installation of or other work on Tenant's equipment will be and expense and as required for Tenant's Equipment, a (i) at Tenant's sole expense. All installations, operation and backup generator to provide backup power in the event of a maintenance of Equipment must be in accordance with power outage at the Site, and/or (ii) tower lighting alarm Owner's policies set forth in Exhibit D. Upon completion of monitoring system(including, but not limited to,commercial installation, Owner will have the right to inspect and power and a dedicated surveillance telephone line) to reasonably approve all Installation of any new or monitor the status of the tower/building lighting. Tenant's replacement Equipment on the Site. Owner reserves the installation of such backup generator and/or tower/building right to prohibit operation of any Equipment it reasonably lighting alarm monitoring system will not relieve Owner of deems to be improperly installed, unsafe or not included in its primary responsibility for compliance with all applicable the installation design plan. Owner agrees to cooperate tower or building marking and lighting requirements. with Tenant's reasonable requests, at Tenant's expense. 11. Insurance. Tenant will procure and maintain a public with respect to obtaining any required zoning approvals for liability policy, with limits of not less than $1,000,000 for the Site and any improvements. Upon termination or bodily injury, $1,000,000 for property damage, $2,000,000 expiration of this Agreement, Tenant shall remove its aggregate, which minimum Owner may reasonably require Equipment and improvements and will restore the Site to adjusting at each renewal term, with a certificate of the condition existing on the Commencement Date, except insurance to be furnished to Owner within thirty (30) days 2 CT7824-S-02 Snet-colo-ct.doc - Tera-it in'tials Owner Initials November 29,2001 IIN31 ) Site I.D.: South rods Tenant Site ID: 151 Sand Hill Road Site Name: South Windsor Tenant Site Name: S.Windsor of written request. Such policy will provide that cancellation property; provided, however,that such relocation will (1)be will not occur without at least fifteen (15)days prior written at Owner's sole cost and expense, (2) be performed notice to Owner. Tenant will cause Owner to be named as exclusively by Tenant or its agents, (3) not result in any an additional insured on such policy. interruption of the communications service provided by 12. Interference,Tenant understands that it is the intent of Tenant on Owner's property, and (4) not impair, or in any Owner to accommodate as many users as possible and manner alter, the quality of communications service that Owner may rent space to any other entity or person(s) provided by Tenant on and from Owner's property, and (5) desiring its facilities. Tenant shall not cause, by its be done in accordance with the terms and conditions transmitter or other activities, interference to Owner or contained in this Section 14. Upon relocation of Tenant's other tenants that have previously commenced rental Equipment, the access and utility easement(s) of Tenant payments. Tenant shall provide Owner with a list of will be relocated as required,in the reasonable discretion of frequencies to be used at the site prior to putting said Tenant, to operate and maintain its Equipment. Owner will frequencies into operation. If interference occurs which exercise its relocation right by (and only by) delivering involves Tenant, and a tenant that has commenced rental written notice(the"Notice")to Tenant. In the Notice, Owner payments prior to Tenant, Owner may require that an will propose an alternate site on Owner's property to which intermodulation study be coneucted at Tenant's cost. If Tenant may relocate its Equipment. Tenant will have sixty Owner determines that the interference is the responsibility (60) days from the date it receives the Notice to evaluate of Tenant, Owner will notify Tenant and Tenant shall have Owner's proposed relocation site, during which period five (5) business days from date of notice to correct the Tenant will have the right to conduct tests to determine the interference and if not corrected, Tenant shall cease, and technological feasibility of the proposed relocation site. If Owner shall have all rights to any legal means necessary Tenant fails to approve of such proposed relocation site in including injunctive relief and self help remedies to cause writing within said sixty (60)day period,then Tenant will be Tenant to cease transmission, except for intermittent deemed to have disapproved such proposed relocation testing for the purpose of correcting the interference. If site.If Tenant disapproves such relocation site,then Owner interference cannot be corrected within sixty (60) calendar may thereafter propose another relocation site by notice to days from Tenant's receipt of Owner's notice, then Owner Tenant in the manner set forth above.Tenant's disapproval may terminate this Agreement without further obligations to of a relocation site must be reasonable. Any relocation site Tenant. Owner will require similar interference language which Owner and Tenant agree upon in writing is referred as outlined in this paragraph, in all future tenant to hereinafter as the "Relocation Site". Tenant will have a agreements including that in the event that another tenant period of ninety (90) days after execution of a written causes interference with Tenant, Owner will immediately agreement between the parties concerning the location and notify such tenant to correct the interference within five (5) dimensions of the Relocation Site to relocate (at Owner's business days from receipt of Owners notice and if expense) its Equipment to the Relocation Site. Upon interference is not corrected,Owner shall require the tenant relocation of Tenant's Equipment, or any part thereof, to causing the interference to cease. the Relocation Site, all references to the Site in this 13. Utilities. Owner represents that utilities adequate for Agreement will be deemed to be references to the Tenant's use of the Site are available. Tenant will pay for Relocation Site. Owner and Tenant hereby agree that the all utilities used by it at the Site and Tenant will install its Relocation Site (including the access and utility right of own electric meter. Tenant will be responsible directly to way) may be surveyed by a licensed surveyor at the sole the appropriate utility companies for all utilities required for cost of Tenant, and such survey will then replace Exhibit A Tenant's use of the Site. However, Owner agrees to and become a part hereof and will control or describe the cooperate with Tenant,at Tenant's expense,in its efforts to Site. Except as expressly provided in this Section 14, obtain utilities from any location provided by the Owner or Owner and Tenant hereby agree that in no event will the the servicing utility. Temporary interruption in the power relocation of Tenant's Equipment, or any part thereof, provided by the facilities will not render Owner liable in any affect, alter, modify or otherwise change any of the terms respect for damages to either person or property nor and conditions of this Agreement. relieve Tenant from fulfillment of any covenant or 15. Termination by Tenant. Notwithstanding anything to agreement hereof. If any of Tenant's communications the contrary contained herein, provided Tenant is not in Equipment fails because of loss of any electrical power, default hereunder and shall have paid all rents and sums and the restoration of the electrical power is within the due to Owner by Tenant, Tenant shall have the right to reasonable control of Owner, Owner will use reasonable terminate this Agreement,without penalty or charge,during diligence to restore the electrical power promptly, but will any Renewal Term,upon six(6)months'prior written notice have no claim for damages on account of an interruption in to Owner. Furthermore, Tenant may terminate this electrical service occasioned thereby or resulting Agreement at any time by notice to Owner without further therefrom. Notwithstanding the foregoing, Tenant will liability if(a) Owner fails to have proper possession of the cooperate with Owner in shutting down (and Owner may Site or authority to enter into this Agreement, or(b)Tenant shut down) the electrical service to the Site and it's does not obtain, after making diligent efforts, all permits or Equipment in connection with any necessary maintenance other approvals required from any governmental authority operation conducted for the Site or the facilities thereon. for the construction and operation of Tenant's Equipment at Owner agrees to give Tenant reasonable prior notice, the Site, or (c) any certificate, permit, license or approval except in emergency situations,which notice may be oral. Issued to Tenant is canceled, expires, lapses, or is 14. Relocation Right. If determined necessary by Owner otherwise withdrawn or terminated by governmental to relocate the tower, Owner will have the one-time right to authority, or (d) soil borings or other environmental test relocate the telecommunications facility of 1"enant, or any results reveal that the site is so contaminated that Tenant part thereof, to an alternate tower location on Owner's may reasonably conclude (i)that its risk of incurring liability for remediation is excessive or (ii) that the probable costs 3 CT7824-S-02 Snet-Colo-ct.doc Tenant Initials Owner Initials November 29,2001 Al Site I.D.: CT7824-S-02 Site Name: South Windsor Tenant Site ID: 151 Sand Hill Road Tenant Site Name: S.Windsor of remediation exceed the benefits to Tenant so that hereafter be in effect, that are in any way related to the Tenant will be unable to use the Site for its intended activity conducted by such Party. Owner hereby purposes. acknowledges and agrees that it is solely responsible for 16. Default. If the annual Rent or other amount due any adverse environmental conditions existing on the Site hereunder is not paid within ten (10) days after same is prior to the Commencement Date or otherwise existing on due, Tenant wi:l pay interest on the past duo amounts at the Site not caused by the Tenant. Owner warrants and the lesser of(i)the rate of one and one-half percent(1.5%) represents to Tenant that during Owner's ownership or per month, or (ii) the maximum interest rate permitted by control of the Site, (i) no hazardous materials have been applicable law. If either party is in default under this released into the environment, or discharged, placed or Agreement for a period of (a) ten (10) days following disposed of at, on or under the Site other than those receipt of notice from the non-defaulting party with respect commonly used in the wireless communications business, to a default which may be cured solely by the payment of which shall be released, placed or disposed of in money, or (b) thirty (30) days following receipt of notice compliance with law; (ii) the Site has not been used as a from the non-defaulting party with respect to a default dump for waste material; and (iii) the Owner has no which may not be cured solely by the payment of money, knowledge of any hazardous materials or environmental then, in either event, the non-defaulting party may pursue contamination existing on the Site. Each Party shall hold any remedies available to it against the defaulting party the other harmless and indemnify the other from and under applicable law, including, but not limited to, the right assume all duties, responsibility and liability,at its sole cost to terminate this Agreement. Further, Owner may and expense; for all duties, responsibilities, and liabilities accelerate and declare the entire unpaid Rent for the (for payment of penalties, sanctions, forfeitures, losses, balance of the existing Term to be immediately due and costs or damages)and for responding to any action,notice, payable forthwith. If the non-monetary default may not claim, order, summons, citation, directive, litigation, reasonably be cured within a thirty (30) day period, this investigation or proceeding which is in any way related to Agreement may not be terminated if the defaulting party failure of such Party to comply with any environmental law commences action to cure the default within such thirty(30) imposed upon such party, including without limitation any day period and proceeds with due diligence to fully cure the regulations, guidelines, standards, or policies of any default. governmental authorities regulating or imposing standards 17. Taxes. Tenant shall pay that portion, if any, of the of liability or standards of conduct with regard to any personal property taxes attributable to Tenant's Equipment. environmental conditions, as may now or at any time Tenant shall pay as additional rent any increase in real hereafter be in effect. Owner further represents to Tenant estate taxes levied against the Site and Tenant's to the best of Owners knowledge,that there are no pending Equipment attributable to the Tenant's use and occupancy or threatened legal proceedings or actions of any kind or of the Site. Payment shall be made by Tenant within fifteen character affecting the Site or Owner's interest therein. (15) days after presentation of receipted bill and/or 21. Liens. Tenant will not permit any mechanics, assessment notice which is the basis for the demand. materialman's or other liens to stand against the Site for 18. Indemnity. Owner and Tenant each indemnlfles the any labor or material furnished the Tenant in connection other against and holds the other harmless from any and all with work of any character performed on the Site by or at costs (including reasonable attorneys'fees and costs) and the direction of the Tenant. In the event that any notice of claims of liability or loss which arise out of the use and/or lien will be filed or given,Tenant will,within thirty(30) days occupancy of the Site b the indemnifying after the date of filing cause the same to be released or p y y rfy' g party including, without limitation,any damage occurring outside of the Site discharged by either payment,deposit,or bond. Owner will be indemnified by Tenant from and against any losses, in connection with Tenant's installation of Equipment. This damages, costs, expenses, fees or penalties suffered or gross negligence or inteantionai indemnity does not apply any misconduct arising from the incurred by Owner on account of the filing of the claim or misconduct of the indemnified party. Except for its own acts of gross lien. negligence or intentional misconduct, either party will have 22• Maintenance. (a)During the term of this Agreement, no liability for any loss or damage due to personal injury or Owner covenants that it will keep the Tower and the Site, death, property damage, loss of revenues due to including, but not limited to,all access roads in good repair discontinuance of operations at the Site, libel or slander,or and condition, which shall include normal maintenance, imperfect or unsatisfactory communications experienced by such as painting and replacement of parts. (b) If during the the Tenant for any reason whatsoever. term of this Agreement, repairs beyond those required of 19. Hazardous Substances. Owner represents that it has Owner in subparagraph(a)must be made to the Tower and no knowledge of any substance, chemical or waste Owner does not make such repairs within sixty (60) days (collectively, "substance") on the Site that is identified as from date Tenant notifies Owner, then Tenant shall have hazardous, toxic or dangerous in any applicable federal, the option of (i) terminating this Agreement if failure to state or local law or regulation. Tenant or Owner will not make such repairs materially affects Tenant's intended use introduce or use any such substance on the Site in violation of the Site, or (ii) making the repairs and deducting the of any applicable law,or permit any discharge or release of reasonable cost and expense of such repairs from the such substance on the Site. succeeding monthly rental due hereunder. (c) If Owner fails to perform the maintenance and repairs required by 20. Environmental. Each party shall be responsible for subparagraph (a) within forty-five (45) days of notice from compliance with any and all environmental laws, including Tenant that the repairs must be made (or shorter period of any regulations, guidelines, standards, or policies of any time in the event such failure disrupts the operation of governmental authorities regulating or imposing standards Terant's Equipment), Tenant may make the repairs and of liability or standards of conduct with regard to any the reasonable costs thereof shall be payable to Tenant by environmental conditions, as may now or at any time Owner within thirty (30) days after receipt by Owner of a CT7824-S-02 Snet-Colo-ct.doc Tenant Initials Owner Initials November 29,2001 -- 1:.l bhl t3i��1 Site I.D.: South rods Tenant Site ID: 151 Sand Hill Road Site Name: South Windsor Tenant Site Name: S.Windsor copies of bills for the work performed. If Owner does not make payment to Tenant within said period of time,Tenant shall have the right to deduct the costs of the repairs or maintenance from the succeeding monthly rental due from Tenant to Owner. 23. Casualty or Condemnation. In the event of any damage, destruction or condemnation of the Site, or any part thereof, not caused by Tenant that renders the Site unusable or inoperable, Owner will have the right, but not the obligation,to(a)provide an alternate location,whether on the same Site or another Site, or (b) make any necessary repairs within sixty (60) days from the date of damage to the Site caused by the damage or destruction and will be entitled to use any and all Insurance proceeds to pay for any repairs. In the event that Owner does not provide an alternate location, rent payable hereunder will be reduced or abated In proportion to the actual reduction or abatement of use of the Site. In the event that Owner does not provide an alternative location or make the necessary repairs within sixty (60) days of the damage, either party shall have the right to terminate. Owner will in no event be liable to Tenant for any damage to or loss of Tenant's Equipment, or loss or damage sustained by reason of any business interruption suffered by reason of any act of God, by Tenant's act or omission, or Tenant's violation of any of the terms,covenants or conditions of this Agreement,(except to the extent caused solely by Owner's intentional misconduct or negligence). 24. Miscellaneous. (a) This Agreement applies to and binds the heirs, successors, executors, administrators and assigns of the parties to this Agreement; (b) This Agreement is governed by the laws of the State in which the Site is located; (c) If requested by Tenant, Owner agrees promptly to execute and deliver to Tenant a recordable Memorandum of this Agreement in the form of Exhibit C; (d) This Agreement (including the Exhibits) constitutes the entire Agreement between the parties and supersedes all prior written and verbal agreements, representations, promises or understandings between the parties. Any amendments to this Agreement must be In writing and executed by both parties;(e) If any provision of this Agreement Is invalid or unenforceable with respect to any party, the remainder of this Agreement or the application of such provision to persons other than those as to whom it is held Invalid or unenforceable, will not be affected and each provision of this Agreement will be valid and enforceable to the fullest extent permitted by law: (f) The prevailing party in any action or proceeding in court or mutually agreed upon arbitration proceeding to enforce the terms of this Agreement is entitled to receive its reasonable attorneys' fees and other reasonable enforcement costs and expenses from the non-prevailing party;(g) Failure or delay on the part of Tenant or Owner to exercise any right,power,or privilege hereunder will not operate as a waiver thereof; waiver of a breach of any provision hereof under any circumstances will not constitute a waiver of any subsequent breach of the provision, or of a breach of any other provision of this Agreement, and (h) Tenant agrees and acknowledges that,in conjunction with other broadcast entities which may transmit from the Site, if required by any State or Government Agency, and upon reasonable notice, Tenant shall reduce power or terminate station operations to prevent possible overexposure of worker to RF radiation. The following Exhibits are attached to and made a part of this Agreement: ExNbit'A","B","C","D"and"E. 5 CT7824-S-02 Snet-colo-ct.doc Tenant Initials Owner Initials November 29,2001 � t Site I.D.: CT7824-S-02 Tenant Site ID: 151 Sand H(I!Road Site Name: South Windsor Tenant Site Name: S.Windsor TENANT: SNET MOBILITY,LLC,,a.De ware limited liability company ye /11VTax No: By: Aaron unning am Address: 500 Enterprise Drive Suite 3A Title: Director of RF Engineering&Real Estate Rocky Hill,CT 006067 Date: / �/l,? Attention: Manager of Real Estate Witness: Witness: TENANT NOTARY BLOCK: STATE OF CONNECTICUT COUNTY OF HARTFORD ff The foregoing instrument was acknowledged before me this ° day of _�JQ� 20p� by Aaron R.Cunningham, Director of RF Engineering & Real Estate of SNET Mobility, LLC,a 15elaware limited liability company,who is personally known to me or produced as identification. NOTARIAL SEAL OTARY SIGNATURE)(OFF UNOT YPBLIC—STATE OF My commission expires: (NAME OF NOTARY) VTAGINIA B.wRWMISSiON NUMBER: 13O55 Notary Public OWNER: SBA PROPERTIES,INCMy Commission Expires Dec.31,2006 Tax No: By: on Silberstein Address: 5900 Broken Sound Parkway N.W. Title: Vice President,Property Management 2nd Floor Date: / Boca Raton,FL 3{{3487 Witness: 24 Witness: -- OWNER NOTARY BLOCK: STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me this -3,St day of a(-\/ . 2Q.A by Jason Silberstein, Vice President, Property Management of SBA Properties, jnc., a F orida corporation who is personally known to me. ro e �-A �/(�}(,-��p (OFFIC NO Y SIG ORE) J Y•'ry. Iif(M1 V,KEEIM �r My COMMISSION#CC!1�3 NOT UBL C—STATE OF FLORIDA ;s•, n�: EXPIRES:May 19,7.W3 alp•p•..n?c BvAodTnrvfteryPid*Underm m • ♦ l rtll•�•' My com 1IM3 (NAME Or NOTARY) COMMISSION NUMBER: 6 CT7824-S-02 Snet-colact.doe Tenant Initials Owner initials November 29,2001 Site LD.: South rods Tenant Site ID: 151 Sand Hill Road Site Name: South Windsor Tenant Site Name: S.Windsor EXHIBIT A SITE DESCRIPTION Site situated: City of South Windsor,County of Hartford,State of Connecticut Commonly described as follows: 151 Sand Hill Road, South Windsor,Connecticut Legal Description: A portion of the parent parcel as described In Exhibit A-1 Latitude: 41° 50' 9.6' Longitude: 72' 33' 7.2' Sketch of Site: 7 CT7824-S-02 Snet-solo-ct.doc Tenant Initials Owner Initials November 29,2001 EXHIBIT A-1 Legal Descriptlon of Parent Parcel Containing Leased Area All that tartaln plats or paroei or lead, ottaarad so t%a soe.harly old*of$all Hill Rod. in tba TWA of South Windsor. County of Sanford and State of Coanaetteut, eoataiatms 3.31 acre. %doodad and deaoribod as folls.gs vastemins at a Faint it the south.riy liar of land Hi11 Is", Which poles rsps@eonts t6w sortb.estarly eotaar of On basis dasari%sd prarioas and the ssrtboastaily tartar of land sot of fdrAatl7 of the Malionjovy Saclatr of the al"Saa of loaasetfaut: these@"Mabs i Sa ia' 211" 1, 6t4.36 fast, alecs the easterly The of Said Lad an of fetoerlr at the Ilioalenary Society of tba Dieaese of Cometieut, to a point garbed by an Its%ptpol tbsnee runaloS S S1a 27' 34"36 44.62 two aloes lead e@o or foteerly of R'eraae Jr. Moat. to a point nhfoh r*preaeets tin doutbastarfy carves of 04 lapis deacribed ptestsasi CUM*iveaift U 4V 36' 12"i. 62e-29 foot, aloe{the weta117!rota of otbae land of jlltttea Construction Cdrparatiaa. to a pint La the aaatbarly late of geed 8111 load.*Us% ,point tapreesate the wrtbeastarly cornsw of the hare!e daoerlbad praslass cad the posthweatetl7 torsos of sold other lead of Allattsa Caestreation Corporatie" t aaea tuandet in a Stearslly easterly direatim, 810%as scatbarly line of rand!fill road, a total distant et dd1.S6 foot to the point or plum of balinnios. Said prawisea ass ..bloat to say and all prarietaus of any ordtoases, sualcipol rofudattae and publio or private la. pelts a portion of the preatau enwoyad by Csorde J. Aehea%dch to Aliartoa Cosatr.ttioe Corporation by ifartasty aced dated astembes i7, 1973 aid tacotdod k the South Vitds.r Ind Records. •OUMO 174, pap 100. As part eosafdarstion for tide dasd, the grantee agrees is aasuns sad hold the @toter bstulass fro@ all trios Uviad by the Shwt of south Yitdwr an the abovn deaeribed ptvadsad for the.road List of Jeestty 1, 1p74. 4w-!onwy;F�+!f8@Iwo aklccdf� r— � r v N 194 N South Windsor - 151 Sand Hill Road 194 c r'`! _ -•'•> II 4 - Location of To 74 d 194 74 v A. t. PI t 194 10 J � � Br04 F III �SOL th.lNindBroo o 30 on . . ;~�• �,,r'S.?� - .. �� III D t Del"m S roet Mikus Mag 15.00 Fd Oct 0511:01 2001 Local Road Scale 1:15,625(at center) State Route 1000Feet� ♦ Small Town EXHIBIT A-2 Location Map r - � Locate 500 Motors -� ♦ •t Cemeteteryp» Water Woodland River/Canal T RAD.CENTER: _ 170t FT.(AGL) GRAPHIC SCALE (M PEST t lneh-ee R SAND HILL ROAD Exist. Building tJ 0 L - 11 PROPOSED INGULAR EQUIPMENT SHELTER (SEE PA AL SITE PLAN) EXHIBIT A-3 SITE PLAN DESIGN NORTH SITE NAME SOUTH WMDSOR PO110E H.Q. DRESS: 151 SAND HILL RD. MK31 P. 15��64 EXHIBIT SOUTH WINDSOR,C ASK 0. 1219 DRAWN:JCJ CHECKED: SCALE AS NOTED nATE'OW24102 Maguire Group Inc. 1 kd*ft EII*IBAfS P1m.m TEAS DRAWING AND ALL DATA CONTAINED HEREIN IS FOR • One Court Street ORMATIOPM a,R�ONLY.NOT INTENDED FOR DESIGN cing u lar m n'I New Britain. Connecticut =51 OR CONST UCTION USE.ALL DATA SHOULD W VERIFM RAD.CENTER: 170f FT.(AGL) GRAPHIC SCALE » . » a Dr WWII I troy.zo 'L Exist. Building Exist. Exist. Meter Transformer Panel II �I II II ll II II If II Il rst. 4' ide Gate I If Exist. 14' 4 II Future`-�_— I Exist. 188' SBA Wide Double II__�) Tenants II Monopole Tower Swing Gate —___ _ I ` I ^(l II I I PROPOSED PROPOSED it II O II II i COMMON SHARED POWERTELCO��—_�I I / ICE BRIDGE II__ I UG CONDUITS f84 f 74' I Exist. 8II II II Future I I I EQUIPMENT SHELTER NGULAR Chain-Link HELTER I II II Fencing_ II II II Tenant II I (11'-6"x20'-0") Fu`furell" — _ Tenon II I II I I -------------- II I L JExist. Conc. Exist. Bit. Walk Island t 49' EXHIBIT A-4 PARTIAL SITE PLAN DESIGN NOS SrM NAME: SOUiI.1 WINDSOR POLICE H.Q. DRESS: 151 SAND HILL RD. MGI#: 15384 EXHIBIT Sow WINDSM CT TASK k: 1219 DRAWN:JCJ CHECKED:GM SCE F• AS NOTED DATE 01/24102 Maguire Group Inc. "dft* WNFORMMA TXM&PUPU ND ALL "OKYY.CONTAINED I DESI 18 FOR GN ' ci n g u la r New Court Street �� New Brttoln, Connecticut UGo51 OR CONSTRUCTION USE ALL LL►TA SHOULD BE VERIFIED wN�F�s f f RAID.CENTER: 170t FT.(AGL) GRAPTRC SCALE f anEff1 ft. Exist. Li htin q 193' Rod Exis t. To wn 188' Antennas Future AT&T 180' Antennas PROPOSED CINGULAR 170' ANTENNAS Future Carrier 160' Antennas Future Nextel 150' Antennas ! ! Future Cellco 140' �i Antennas Future Sprint 130' Antennas S Future Carrier 7 Antennas 120 Exis t. To wn t Antennas 92' Exist. 188' SBA Monopole Tower PROPOSED COMMON SHARED ICE. BRIDGE PROPOSED CINGULAR EQUIPMENT SHELTER Exist. Building (11'-6"x20'-0") Exist. 8' Chain—Link Fen cin g oao oao EXHIBIT A-5 NORTH ELEVATION VIEW DESIGN "° " SITE NAME: SOUTH WINDSOR POLICE H.Q. DRESS: 151 SAND HILL RD. MGI#: 15364 EXHIBIT � �. TASK#: 1219 DRAWN:JCJ NECKED:GM SCALE: AS NOTED OATE'01�2 Waguire Group [ne. THIS DRAWING AND ALL DATA CONTAINED HEREIN IS FOR x ci ng u iar m r�L� One�t See INFORMATIONAL PURPOSES ONLY.NOT UNTENDED FOR DESM W G*OU New Briton. Connecticut 06051 ORCON�1CTIONUSE ALL DATA SHOULD BEVERIFIED MAR m � 1 Site I.O.: South rods Tenant Site 10: 151 Sand Hill Road Site Name: South Windsor Tenant Site Name: S.Windsor EXHIBIT B ANTENNA AND EQUIPMENT LIST Antenna(s): Quantity: Twelve(12) Type: Panel Manufacturer. Decibel Products Division of Allen Telecom Model: DB846H80(E)-SX Dimensions: 72"(H) X 6"(W) X 8.5"(D) Weight: 15 lbs. Mounting: Base of the antenna: Approximately 167'height level At Centerline of the antenna: Approximately 170'height level Tip of the antenna: Approximately 173'height level Orientation: 230, 1430&2630 Downtilt: Cable: Number of Lines: Twelve(12) Type: Heliax Coaxial Cable Size: 1 1 A" Dish: NIA GPS Receiver: N/A Ground Space Requirements: Approximately 240 Square Feet Tenant provided Shelter: Dimensions: 12'X 20' Type Shelter: Shelter Frequencies: Transmit: 880—890 MHz and 891.5—894 MHz Receive: 835—845 MHz and 846.5—849 MHz ERP: 100 W atts Transmitter Operating Power: 8 CT7824-S-02 Snet-coloct.doc Tenant Initlals Owner Initials November 29,2001 is;ItL'1 11�1 Site I.D.: -S-02 South Site Name: South Windsor Tenant Site ID: 151 Sand Hill Road Tenant Site Name: S.Windsor EXHIBIT C SEE MEMORANDUM OF ANTENNA SITE AGREEMENT ATTACHED 9 CT7824-5-02 Snet-colo-ctdoc Tenant Initials Owner Initials November 29.2001 Site I.D.: CT7824-S-02 Tenant Site ID: 151 Sand HUI Road Site Name: South Windsor Tenant Site Name: S.Windsor After recording return to: SNET Mobility,LLC 500 Enterprise Drive,Suite 3A Rocky Hill,CT 06067-3900 Attn: Manager of Real Estate STATE OF CONNECTICUT COUNTY OF HARTFORD A' 'a ',� �; y .���I1G�. f tt It ,i MEMORANDUM OF ANTENNA SITE AGREEMENT This memorandum evidences that a lease was made and entered into by written ANTENNA SITE AGREEMENT dated , between SBA Properties, Inc., a Florida corporation, "Owner"and SNET Mobility, LLC, a Delaware limited liability company, 'Tenant," the terms and conditions of which are incorporated herein by reference. Such Agreement provides in part that Owner leases to Tenant a certain site"Site"located at 150 Sand Hill Road, situated in the City of South Windsor, County of Hartford, State of Connecticut,within the property of or under the control of Owner which is described in Exhibit A attached hereto, with grant of easement for unrestricted rights of access thereto and to electric and telephone facilities for a term of five(5)years commencing on which term is subject to four(4)additional five(5)year extension periods by Tenant. IN WITNESS WHEREOF,the parties have executed this Memorandum as of the day and year first above written. TENANT: SNET MOBILITY,LLC,a Delaware limited liability company By: Witness: Name: Aaron R.Cunningham Title: Director of RF Engineering and Print Real Estate Name: Tax No: Address: 500 Enterprise Drive Suite 3A Witness: Rocky Hill,CT 06067-3900 Print Name: Date: 10 CT7824-S-02 Snet-coto-ct.doc Tenant Initials Owner Initials November 29,2001 �:,►SA��I?1y7. Site LD.: South rods Tenant Site ID: 151 Sand Hill Road Site Name: South Windsor Tenant Site Name: S.Windsor MEMORANDUM OF ANTENNA SITE AGREEMENT CONTINUED TENANT NOTARY BLOCK: STATE OF CONNECTICUT COUNTY OF HARTFORD The foregoing instrument was acknowledged before me this day of , 20 , by Aaron R. Cunningham, Director of RF Engineering and Real Estate of SNET Mobility, LLC, a Delaware limited liability company,who is personally known to me or produced as identification. NOTARIAL SEAL (OFFICIAL NOTARY SIGNATURE) NOTARY PUBLIC—STATE OF My commission expires: ''tl A� COMMISS3 1MER: OWNER: SBA PROPERTIES, INC. Witness: By: Jason Silberstein Title: Vice President,Property Management Print Name: Tax No: Address: 5900 Broken Sound Parkway N.W. Witness: 2nd Floor Boca Raton,FL 33487 Print Attn: Site Administration Name: Date: OWNER NOTARY BLOCK: STATE OF FLORIDA COUNTY OF FLORIDA The foregoing instrument was acknowledged before me this day of , 20_, by Jason Silberstein,Vice President, Property Management of SBA Properties, Inc., a Florida corporation,who is personally known to me. NOTARY PUBLIC-STATE OF FLORIDA My commission expires: Printed Name of Notary. tt CT7824-5-02 Snet-colo-cLdoc Tenant Initials Owner Initials November 29,2001 r,i1A�;1111! .3 r Site I.D.: CT7824S-02 Tenant Site ID: 151 Sand Hill Road Site Name: South Windsor Tenant Site Name: S.Windsor EXHIBIT D MINIMUM SITE INSTALLATION,OCCUPANCY AND MAINTENANCE REQUIREMENTS AND SPECIFICATIONS Pre-Installation Standards 1. Prior to installation, Tenant must provide Owner with complete plans for approval, including list of proposed equipment and subcontractors, and no work may be performed until approval has been given and all criteria has been met. All equipment must be placed in approved locations only,and any changes must be approved by Owner before the installation begins. The Owner or its representative shall have the right to be on site during any work on the Site. Owner to provide price quote for installation services based on Tenant's scope of work. Owner to provide semi-annual maintenance inspection of Tenant provided materials (i.e. Antennas, lines, amplifiers and associated hardware)if installed by Owner,based on a negotiated annual fee. Installation 2. (a) The following minimum protective devices must be properly installed: (1) Lightning arrestors in feedline at wall feedthru plate or at feedline termination point for all non-cast antennas(PCS providers install jumpers to extend/connect to cabinet like enclosures). (2) Surge protectors in any AC&phone line circuit. (3) Transmitter RF shielding kit,if applicable. (4) Isolator and harmonic filter. (5) Duplexer or cavity bandpass filter. (b) All equipment, including transmitters, duplexers, isolators and multicouplers, must be housed in a metal cabinet or rack mounted. No control stations or inverted transmit/receive frequency pairs are allowed on repeater sites. (c) All transmission lines entering the shelter must be 1/2" Heliax/Weliflex or better via a wall feedthru plate and must terminate in a properly installed lightning arrestor with an ID tag on both ends of the line. (d) Solid outer shield cable such as Superflex or Heliax/Wellflex must be used for all intercabling outside the cabinet. Under no circumstances will the use of foil shielded or braided RF cable(e.g.: RGB)be permitted outside the cabinet. This is necessary to minimize RF leakage which could cause interference. (e) All antenna, power and phone cables will be routed and properly supported to the base station in a neat manner using routes provided for that purpose. All phone lines will use shielded cable properly grounded. Tenant will provide individual Transient (SAD) surge protection to each circuit used. All phone lines will have(SAD)transient surge protection installed. All wiring and installation will be by means of damping or strapping and in no event will any members or other parts of the tower be drilled, welded, punched or otherwise mutilated or altered. (f) All Tenants are to obtain power from the power panel and/or AC receptacle provided for their specific use. (g) All RF equipment cabinets must be grounded to the site ground system using #2 solid tinned wire with cadweld,silver solder connections,or 2 hole lugs with Bumdy type compression fittings. (h) All antenna lines will be electrically bonded to the tower at the antenna and at the bottom of the tower using grounding kits installed per manufacturers specifications and all antenna brackets must be pre- approved. All antenna lines entering the Site will have COAX center pin lightning protection installed within two feet from the entry manifold and grounded to master ground bar in the Site ground system. cabinets will be identified with a typed label under la(i) All equipment yp stic on which the Tenant's name address, 24 hour phone number, call sign, and frequencies will be inscribed, in addition to a copy of Tenant's FCC license. (j) Monitor speakers will be disabled except when maintenance is being performed. All antenna lines will be tagged within 12 inches of the termination of the feeder cable at both ends,at the entrance to the building, at repeater or base station cabinet,and at the multicoupler/combiner ports. (k) All ferrous metals located outside of the building or on the tower will be either stainless steel or hot dipped galvanized,not plated. Painted towers will require the painting of feedlines by the Tenant, unless installed by Owner,prior to or before completion of the install. 12 CT7824-S-02 Snet-polo-ct.doc Tenant Initials Owner Initials November 29,2001 Site I.D.: CT7824-S-02 Tenant Site ID: 151 Sand Hill Road Site Name: South Windsor Tenant Site Name: S.Windsor General 3. Tenant must comply with any applicable instructions regarding any Site security system. (a) Gates will remain closed at all times unless entering or exiting the premises. When leaving the shelter, ensure that all doors are locked and, if there is a security system,it is armed. (b) Any tower elevator may be used only after receiving proper Instruction on its use, signing a waiver and receiving authorization from the Owner. (c) This Agreement does not guarantee parking space. If space Is available, park only in the designated areas. Do not park so as to block any ingress or egress except as may be necessary to load or unload equipment. Parking is for temporary use while working at the Site. (d) Do not adjust or tamper with thermostats or HVAC systems. (e) Access to the shelter roof is restricted to authorized maintenance personnel. 13 CT7824-S-02 Snet-coio-ct.doc Tenant Initials Owner Initials November 29,2001 Site I.D.: South rods Tenant Site ID: 151 Sand Hill Road Site Name: South Windsor Tenant Site Name: S.Windsor EXHIBIT E GROUND LEASE See Attached la CT7824-3-02 Snet-solo ct.doc Tenant Initials Owner Initials November 29,2001 ;It,^.j LAND LEASE This Land Lease,hereinafter referred to as"Lease",is made Lessee shall pay to Lessor a late payment charge equal to the last day executed below by and between The Town of South percent i k)of the late payment for any payment not paid when Windsor, a(n) municipal corporation, having an address of 1540 due. Monthly tent shall be considered late if not received by Lessor Sullivan Avenue, South Windxor. CT 06074. Federal Tax ID or by the fifth(5'h)day of the month in which it is due. In addition,any Social Security Number hereinafter referred to as amounts not paid when due shall also bear interest until paid at the "Lessor",and SBA Properties,Inc.,a Florida corporation,having an lesser of the rate of percent( %)per month or the highest rate office at One Town Center Road, Third Floor, Boca Raton, Florida permitted by law. However, should Lessee be unable to obtain the 33486,hereinafter referred to as"Lessee." necessary governmental approvals to construct and operate its communications facility,Lessor shall refund to Lessee any Rent paid 1. Leased Space and Premises. Lessor shall lease, and to Lessor in connection with this paragraph. hereby leases, to Lessee approximately 10,000 square feet of space 4. Ingress and Eeress. Lessor hereby grants to Lessee an as depicted in Exhibit A attached hereto(the"Leased Space")within easement(the"Easement") for ingress, egress and regress over the the property commonly known as 151 Sand Hill Road,(Tax Parcel#: Promises adjacent to the Leased Space for construction, operation Map 76, Lot 8), South Windsor, CT, with the legal description set and maintenance of the Structures on the Leased Space, and for forth in Exhibit B attached hereto (the "Premises"). Lessor also installation,construction,operation and maintenance of underground hereby grants to Lessee the right to survey the Leased Space at and above ground telephone, telegraph, and power lines, in Lessee's cost. The survey will automatically replace Exhibit A and connection with its use of the Leased Space. The term of this be made a part hereof. The Leased Space legal and access and utility Easement will commence upon execution of this Lease and will easement set forth in the survey will replace any parent parcel continue until the last to occur of (i)expiration of the Term, or description set forth in Exhibit B arsoon as it becomes available. In (ii)removal by Lessee of all of its property from the Leased Space the event of any discrepancy between the description of the Leased after expiration of the Term. The location and configuration of the Space contained herein and the survey,the survey will control.The Easement will be agreed upon by the parties within ten(10)business Leased Space will be utilized to construct, support and operate a days after Lessee's approval of the survey. The Easement shall be wireless communications facility,including a communications tower, included in any recorded Memorandum or Short Form of this Lease antennas, cables, and related structures and improvements (the In addition,at Lessee's request and expense,this Easement will be set "Structures") including the uses as permitted and described in Forth in a separate Easement Agreement which Lessor and Lessee Section I of this Lease and for any other purpose with the Lessor's agree to execute and which Lessee will have recorded as an prior written consent which shall not be unreasonably withheld or encumbrance an the property of Lessor. In all events,the Easement delayed.Lessor grants Lessee the right to clear all trees,undergrowth and this Lease shall be binding upon all subsequent owners, or other obstructions and to trim,cut and keep trimmed and cut all successors and assigns. ; tree limbs, undergrowth, or other obstructions which may, in the Lessee agrees that Lessor may, at Lessor's expense, reasonable opinion of Lessee, interfere with or fall upon Lessee's relocate the above described easements to another, comparable s tower or any of Lessee's other improvements on the Leased Space. location on the Premises provided that: (a)Lessee receives no less 2. Term. The initial term of this Lease will be ten (10) than sixty(60)days prior written notice thereof,(b)Lessee approves years from the "Commencement Date" specified below and shall the proposed new location of the easement,which approval will not automatically renew for up to two (2) additional terms of Five (5) be unreasonably withheld or delayed; (c) Lessee's access and years each and one (1) additional term of four (4) years, unless beneficial use and enjoyment of the Leased Space is not interrupted, Lessee notifies Lessor of its intention not to renew at least sixty(60) obstructed or materially affected; and(d) the utility services to the days prior to commencement of the succeeding renewal term. The Leased Space are not interrupted initial term and each successive renewal term shall be referred to S. Title and Ouiet Possession, Lessor represents and herein as the"Term." covenants that Lessor owns the Leased Space in fee simple terms, 3. Rent The rent for the first ten(10)years of the Term free and clear of all liens, encumbrances and restrictions of every will be Dollars ($. ) kind and nature,except for those as set forth below: for the total of years 1 thru I0 (the "Rent"), of which (Name of Lienhglder Type of Lien percent ( i), ($ ), Lessee will pay to Lessor upon Lessor's execution of this Lease and ; percent ( 36), Lessor represents and warrants that there are no matters ($ ,Lessee will pay to Lessor within ninety(90)days after affecting title that would prohibit,restrict or impair the leasing of the date of execution of this Lease or issuance of a building permit, Leased Space or use or occupancy thereof in accordance with the whichever occurs first. terns and conditions of the Lease. Lessor represents and warrants to Rent for the balance of the Terms is as follows, paid Lessee that Lessor has the hull right to make this Lease and that monthly in advance,due and payable on the first day of the month. If Lessee will have quiet and peaceful possession of the Leased Space the Term does not begin on the first day or end on the last day of a throughout the term. month,the Rent for that partial month will be prorated by multiplying 6. Subordination Non-disturbance and Attornmeut, the monthly Rent by a fraction,the numerator of which is the number (a) Lessee agrees that this Lease will be subject and of days of the partial month included in the Term and the subordinate to any mortgages or deeds of tout now or hereafter denominator of which is the total number of days in the full calendar placed upon the Leased Space and to all modifications thereto,and to month. all present and future advances made with respect to any such Years 11 thru 15 S per month mortgage or deed of trust, provided that, the holder of any such Years 16 thru 20 $ per month instrument agrees in writing that Lessee's possession of the Leased Years 21 thru 24 S per month Space will not be disturbed so long as Lessee will continue to Each such year shall commence on the corresponding anniversary of perform is duties and obligations under this Lease and Lessee's the Commencement Date. obligation to perform the duties and obligations will not be in any Revised 06/06/Ot GLX/Search Area/She IMA012"97/S.Windsor/CT0782d-S I way increased or its rights diminished by the provisions of this comunit,or suffer to be committed,any waste on the Leased Space. paragraph. Lessee agrees to attorn to the mortgagee, trustee, or Lessor agrees to fully cooperate with Lessee in order to obtain the beneficiary under any such mortgage or deed of trust, and to the necessary permits for construction and use of the Leased Space for a purchaser in a sale pursuant to the foreclosure thereof;provided that, communications tower(the"Tower")site,including,but not limited Lessee's possession of the Leased Space will not be disturbed so long to,zoning ap roval ermits and building P �P ,permits. Lessor agrees not as Lessee will continue to perform its duties and obligations under to take any action that may adversely effect Lessee's ability to obtain this Lease. Lessee's obligations hereunder are conditioned upon p all of the necessary permits required for construction of the site. receipt by Lessee, within ten (10) business days after Lessee's Lessee will obtain any necessary governmental licenses or request,or within ten(10)business days after the date of creation of authorizations required for the construction and use of Lessee's any future mortgages or deeds of trust, of a Subordination. Non- Intended Tower and other structures on the Leased Space and will disturbance and Attomment Agreement in form reasonably famish copies of same to Lessor as same are issued. acceptable to Lessee, from any holder of a mortgage,deed to secure S. Assignment and Subleasin¢ Lessee may sublet all or debt, or deed of trust to which this Lease is, or will become, part of the Leased Space or may assign or transfer this Lease in whole subordinate. or in part without Lessor's consent. Upon such assignment,Lessee (b) Lessee may from time to time grant to certain shall be relieved of all future performance liabilities and obligations lenders selected by Lessee and its affiliates(the"Lenders")a lien on under this Lease. and security interest in all assets and personal property of Lessee 9. Notices. All notices, demands, requests, consents, located on the Leased Space, including, but not limited to, all approvals andoheinstruments required or permitted to be given accounts receivable. inventory, goods, machinery and equipment pursuant to this Lease will be in writing, signed by the notifying owned by Lessee(the"Personal Property'l as collateral security for party,or officer,agent or attorney of the notifying party,and will be the repayment of any indebtedness to the Lenders. The Lenders may, deemed to have been effective upon delivery if served personally, in connection with any foreclosure or other similar action relating to including but not limited to delivery by messenger,overnight courier the Personal Property,enter upon the Leased Space(or permit their service or by overnight express mail, or upon posting if sent by representatives to do so on their behalf) in order to implement a registered or certified mail,postage prepaid,return receipt requested, foreclosure or other action without liability to Lessor provided, and addressed as follows: however.that(i)Rent is paid to Lessor during occupancy by or on behalf of the Lenders for any purpose,(ii) the Lenders pay for any To Lessor: The Town of South Windsor damages caused by the Lenders or their representatives in removing 1540 Sullivan Avenue the Personal Property from the Leased Space. and(III) the Lenders South Windsor,CT 06074 otherwise comply with the terms of this Lease. Lessor hereby agrees Attn:Matthew Galligan,Town Manager to subordinate any security interest,lien,claim or other similar right, Phone#-(860)644-2511 x200 including, without limitation, rights of levy or distraint for rent, Lessor may have in or on the Personal Property, whether arising by Copy to: Barry Gulinno,Esq. agreement or by law,to the liens and/or security interests In favor of Town Attorney the Lenders, whether currently existing or arising in the future. 1540 Sullivan Avenue Nothing contained herein shall be construed to grant a lien upon or South Windsor,CT 06074 security interest in any of Lessor's assets. To the extent required by Phone#-(860)644-251 l x279 the terms of this Lease.Lessor consents to any grant by Lessee to any Lenders of a lien on Lessee's leasehold interest in this Lease. In the event Lessor gives Lessee any notice of default or termination of this To Lessee: SBA Properties,Inc. Lease(or commences any legal process relating thereto),Lessor will One Town Center Road endeavor to simultaneously give a duplicate copy thereof to the Third Floor Lenders but shall incur no liability due to Lessor's failure to give Boca Raton,Florida 33486 such notice and the failure to give such notice shall not limit Lessor's Attn:Site Administration ability to exercise any remedies available to Lessor under this Lease. Phone#-(561)995-7670 Lessor agrees to accept performance on the part of any of the Lenders or their agents or representatives as though performed by Lessee to The address to which any notice,demand,or other writing may be cure any default or condition for termination. The terms of this delivered to any party as above provided may be changed by written paragraph may not be modified, amended or terminated except in notice given by the party as above provided. writing signed by the Lenders. Lessor has been made aware that 10. Lessee Improvements. Lessee has the right,at its sole Lessee has entered,or may.enter into a certain loan agreement and expense,to make the improvements on the Leased Space as it may such lender shall be considered the Lender for purposes of this deem necessary, including any improvements necessary for the paragraph and is,together with its successors and assigns,intended construction and operation of the Tower and the other Structures. third party beneficiaries hereof and any notices to any Lenders Lessee will be responsible for the cost of any site preparation work required or desired to be given hereunder shall be directed to such necessary to prepare the Leased Space to support the Structures. All lender,or Lessee shall designate in writing or at such other address as Lessee's Improvements, including but not limited to the Tower, such party shall specify. prefabricated buildings,generators,fencing.and any other Structures 7. Governmental Approvals and Compliance. During will remain the property of Lessee. The Tower and Structures may the Term. Lessee will male reasonable efforts to comply with all be used for the transmission,reception and relay of communication applicable laws affecting Lessee's use or occupancy of the Leased signals,including,without limitation,radio frequency signals. Upon Space,the breach of which might result in any penalty on Lessor or termination of this Lease. Lessee uill, to the extent reasonable. forfeiture of Lessor's title to the Leased Space. Lessee will not restore the Leased Space to its original condition at the Rc%ised 06/06/01 GI.#1Search Area/Site 1D11:10125-087/5.%Yndsor/Cf07824-5 commencement of this Lease,except for ordinary wear and tear and furnished to the Leased Space and used by Lessee throughout the damages by the elements or damages over which Lessee had no Tenn hereof, and all other costs and expenses of every kind control. Unless the Tower is sold to Lessor as stated below, Lessee whatsoever in connection with the use,operation,and maintenance of will remove improvements (including Tower, Structures and other the Leased Space and all activities conducted thereon. improvements) to grade level and foundation to two (2') feet below 13. Taxes. Lessee will pay any personal property taxes grade. assessed on,or any portion of the taxes attributable to the Structures. If such time for removal causes Lessee to remain on the Lessor will pay when due all real property taxes and all other fees Premises after termination of this Lease, Lessee shall pay rent at the and assessments attributable to the Leased Space. However,Lessee then existing monthly rate or on the existing monthly pro-rasa basis if will pay,as additional Rent,any increase in real property taxes levied based upon a longer payment term,until such time as the removal of against the Leased Space which is directly attributable to Lessee's use the building, antenna structure, fixtures and all personal property are of the Leased Space, and Lessor agrees to furnish proof of the completed. increase to Lessee. Lessee shall provide tower space for municipal antennas 14. Maintenance. Lessee will, at Lessee's expense, and shall provide Lessor or one of its designated public agencies maintain the Leased Space and Structures in good condition and state ("Lessor")said tower space at no cost to Lessor.Lessor's equipment of repair. Lessee's duties shall include (i) keeping the structure in shall be limited to 13 antennas as outlined in Exhibit C. Lessor shall good repair as required by federal. state and local laws; (ii) be solely responsible for all costs to install and maintain Lessor's complying with all rules and regulations in force by the Federal antennas and location of the antennas will be as depicted in Exhibit Communications Commission in regard to lighting, marking and C. Prior to installation of its equipment, Lessor shall enter into an painting of towers; (iii)managing and supervising the installation of Antenna Site Agreement with Lessee in a form substantially similar equipment and other facilities on the Structures and at the Leased to the one attached hereto as Exhibit D. Space by others. Upon expiration or earlier termination of this Should this Agreement expire for reasons other than a Lease,Lessee shall remove the improvements as stipulated in Section default of Lessor, Lessee shall sell the Tower to the Lessor for the 10 above. Except insofar as Lessee is made responsible by this sum of Fifty Dollars($50.00)if,at Lessor's option,Lessor agrees to Lease, Lessor will maintain the premises surrounding titre Leased purchase the Tower in lieu of its removal by Lessee. All other parts Space in good condition and state of repair. of the communications facility will remain the personal property of 15. Hold Harmless. Lessor will be held harmless by Lessee. Once the Tower is transferred, Lessee shall have no further Lessee from any liability (including reimbursement of reasonable responsibility for the Tower. attorneys' fees and all costs) for damages to any person or any 11. Insurance. Lessor - Lessor, at all times during the property in or upon the Leased Space at Lessee's invitation, or for term(s) of this Lease, will maintain in full force a comprehensive damages to any person or property resulting from the actions of public liability insurance policy covering all of their operations, Lessee(including damages caused by or resulting from the existence activities, liabilities and obligations on the Leased Space, having of the Structures) on the Leased Space, unless the damages arc limits not less than One Million Dollars ($1,000,000) which will caused by, or are the result of, the misconduct or negligence of name Lessee as an additional insured party. On or before the Lessor or any of Lessor's agents, servants, employees, licensees or commencement date, Lessor will give Lessee a certificate of invitees. Notwithstanding any provisions herein to the contrary, it is insurance evidencing that such insurance is in effect. Such insurance understood and agreed that all property kept, installed, stored or shall name Lessee as an additional insured with respect to the Leased maintained in or upon the Leased Space by Lessee will be so Space, shall be issued by an insurance company authorized to do installed,kept,stored or maintained at the risk of Lessee. Lessor will business in the state in which the Leased Space is located and shall not be responsible for any loss or damage to equipment owned by provide thirty days prior written notice to the Lessee of any Lessee which might result from tornadoes,lightning,wind storms,or cancellation of such policy. Lessor shall deliver to Lessee a renewal other Acts of God;provided,however,Lessor will be responsible for, certificate evidencing that such insurance is in effect within ten and agrees to hold Lessee harmless from any liability (including business days of Lessee's request for such insurance. Lessee - reimbursement of reasonable legal fees and all costs), for damages to Lessee,at all times during the term(s)of this Lease, will maintain in any person or any property in or upon the Leased Space arising out of full force a comprehensive public liability insurance policy covering the misconduct or negligence of Lessor or any of Lessor's agents, all of its operations, activities, liabilities and obligations on the servants, employees, licensees or invitees. Except for willful Leased Space, having limits not less than One Million Dollars misconduct, neither Lessor no, Lessee will in any event be liable in ($1,000,000). On or before the commencement date,Lessee will give damages for each other's business loss,business interruption or other Lessor a certificate of insurance evidencing that such insurance is in consequential damages of whatever kind or nature, regr.rdless of the effect. Lessee shall deliver to Lessor a renewal certificate evidencing cause of the damages, and each party, and anyone claiming by or that such insurance is in effect within ten business days of Lessor's through them,expressly waives all claims for the damages. request for such certificate. The insurance policy shall be issued by 16. Termination Rlehts an insurance company authorized to do business in the state in which (a) Lessee may terminate this Lease, at its option, the Leased Space is located and shall provide thirty days prior written after giving Lessor not less than sixty(60) days prior written notice notice to the Lessee of any cancellation of such policy. Any to cure, if: (i)any governmental agency denies a request by Lessee insurance required to be provided by Lessee may be provided by a for a permit, license or approval which is required for Lessee to blanket insurance covering the leased space and other properties by construct or operate the Structures on the Leased Space or any such Lessee provided that such blanket insurance policy complies with all permit is revoked; 00 Lessee determines that technical problems or of the other requirements with respect to the type and amount of radio interference problems from other antennas or from nearby radio insurance. transmitting facilities, which problems cannot reasonably be 12. O_peratine Expense. Lessee will pay for all water, corrected, impair or restrict Lessee from using the Leased Space for gas, heat, tight, power, telephone service, and other public utilities Lessee's intended purpose; (iii) Lessee determines that it does not Revised 06/06/C 1 3 GL;#/5earch Area/Site IDk:10125-087/5.Windsor/CT07824-S have acceptable and legally enforceable means of ingress and egress 20. Governing Law. The parties intend that this Lease to and from the Leased Space; (iv) Lessor does not have legal or and the relationship of the parties will be governed by the laws of the sufficient ownership of or title to the Leased Space or Premises or the State in which the Leased Space is located. authority to enter into this Lease;(v)utilities necessary for Lessees 21. Entire Agreement. Ali of the representations and contemplated use of the Leased Space are not available; (vi) the obligations of the parties are contained herein, and no modification, Leased Space is damaged or destroyed to an extent which prohibits or waiver or amendment of this Lease or of any of its conditions or materially interferes with Lessee's use of the Leased Space or provisions will be binding upon a party unless in writing signed by Lessee's equipment and attachments thereto; (vii) the Premises now that party or a duly authorized agent of that party empowered by a or hereafter contains a Hazardous Material; (viii)Lessee is unable to written authority signed by that patty. The waiver by any party of a obtain a Subordination,Non-disturbance and Attornment Agreement; breach of any provision of this Lease will not operate or be construed (ix) a material default by Lessor occurs; (x)Lessor fails to perform as a waiver of any subsequent breach of that provision by the same any of the material covenants or provisions of this Lease or if any party,or of any other provision or condition of the Lease. representation or warranty contained herein is found to be untrue; 22. Survey and Testing. Lessee will have the right during (xi)the Leased Space is the subject of a condemnation proceeding or the term of this Lease to survey, soil test, and make any other taking by a governmental authority,or quasi-govemmental authority investigations necessary to determine if the surface and subsurface of with the power of condemnation,or if the Leased Space is transferred the Leased Space are suitable for construction and operation of the in lieu of condemnation (rent will be abated during the period of Tower and other Structures. If Lessee, prior to completion of the condemnation or taking);(xii)the use of the site will not sufficiently Structures determines that for any reason the surface or subsurface of benefit Lessee economically or commercially; (xiiI) if Lessee the Leased Space is not suitable to construct and operate the Tower determines,in its sole discretion, that it will not be viable to use the or other Structures, this Lease, upon written notice given to Lessor site for its intended purpose;or(xiv)if Lessee determines,in its sole prior to completion of the Structures will become null and void; discretion,that it will be unable to use the site for any reason. In the provided that at Lessee's sole expense the Leased Space will be event of termination by Lessee or Lessor pursuant to this provision, promptly restored to the extent contemplated by the Lessee Lessee will be relieved of all further liability hereunder. Any rental Improvements section above and provided further that Lessee will fees paid prior to the termination date will be retained by Lessor.In deliver copies of all soil tests and investigation reports to Lessor. the event Lessor fails to perform its obligations under this Lease for 23. Oil_Gas and Mineral Rights. Lessor does not grant, any reason other than Lessees breach, Lessee may pursue all lease, let or demise hereby, but expressly excepts and reserves Isere remedies available at taw and in equity. Lessor hereby acknowledges from all rights to oil,gas and other minerals in, on or under and that that Lessee will incur significant expenses in reliance on this Lease might be produced or mined from the Leased Space; provided, and therefore agrees to pay Lessee for all consequential damages however, that no drilling or other activity will be undertaken on or which Lessee will suffer as a result of Lessor`s breach. beneath the surface of the Leased Space or Easement Area to recover (b) Lessor may only terminate this Lease, at its any oil,gas or minerals. This Lease is given and accepted subject to option,in the event of a material default by Lessee or Lessee's failure the terms and provisions of any valid oil, gas and mineral lease to pay Rent when due, which default or failure is not cured within covering the Leased Space or any part thereof,now of record In the ten (10) working days for a failure to pay Rent and thirty(30)days office of the County Clerk, provided, however, that any future oil, for a material default,after Lessee's receipt of written notice of such gas or mineral lease covering the above-described lands or any part default or failure. No such failure to cure a material default, thereof will be in all respects subordinate and inferior to the rights, however, will be deemed to exist if Lessee has commenced to cure privileges, powers, options, immunities, and interests granted to such default within said period and provided that such efforts are Lessee under the terms of this Lease. prosecuted to completion with reasonable diligence. Delay in curing 24. Razardous Waste. a material default will be excused if due to causes beyond the (a) The term Hazardous Materials will mean any reasonable control of Lessee. substance, material, waste, gas or particulate matter which is 17. Exclusivity. During the Ter m,neither Lessor, nor its regulated by the local governmental authority where the Leased successors or its assigns,will use or suffer or permit another person, Space is located,the State in which the Leased Space is located,or corporation, company, or other entity, to use the Premises or any the United States Government, including, but not limited to, any adjacent parcel of land now or hereafter owned, leased or managed material or substance which is (1)defined as a "hazardous waste," by Lessor, its successors or assigns, for the uses permitted herein or "hazardous material," "hazardous substance; "extremely hazardous other uses similar thereto. waste,"or"restricted hazardous waste"under any provision of state I& Binding on Successors. The covenants and conditions or local law, 60 petroleum, (iii) asbestos, (iv) polychlorinated contained herein will apply to and bind the heirs, successors, biphenyl, (v) radioactive material, (vi) designated as a "hazardous executors,administrators and assigns of the parties hereto. Further, substance" pursuant to Section 311 of the Clean Water Act, 33 this Lease will run with the land and all subsequent purchasers will U.S.C.'1251 et seq.(33 U.S.C.'1317).(vii)defined as a"hazardous be subject to the terms and conditions specified herein. waste" pursuant to Section 1004 of the Resource Conservation and 19. Access to Leased Soace/Preadses. Lessee shall have Recover Act, 42 U.S.C. '6901 et seq. (42 U.S.C. '6903), or (viii) at all times during the Term the right of access to and from the debited as a "hazardous substance" pursuant to Section 101 of the Leased Space and all utility installations servicing the Leased Space Comprehensive Environmental Response, Compensation, and on a 24 hours per day/7 days per week basis, an foot or by motor Liability Act.42 U.S.C.'9601 et Seq. (42)U.S.C.'9601). The term vehicle,including trucks,and for the installation and maintenance of Environmental Laws will mean all statutes specifically described in utility wires, cables, conduits and pipes over, under and along the the foregoing sentence and all applicable federal, state and local right-of-way, extending from the nearest accessible public right-of- environmental health and safety statutes, ordinances, codes, rules, way. regulations, orders and decrees regulating, relating to or imposing 4 ReAsed 06106/01 GL.z/Search Area/Site ID,:.10125-087/S.Windsor/CT07624-S _UINAL liability or standards concerning or in connection with Hazardous communication facilities, equipment,improvement, fixtures or other Materials. property. (b) Lessor represents and warrants that,to the best of 26. Headings, The headings of sections and subsections Lessors knowledge, 0)the Leased Space has not been used for the are for convenient reference only and will not be deemed to limit, use, manufacturing, storage, discharge, release or disposal of construe, affect, modify or alter the meaning of the sections or hazardous waste,(ii)neither the Leased Space nor any part thereof is subsections. in breach of any Environmental Laws,(iii)there are no underground 27. Time of FRence. Time is of the essence of Lessors storage tanks located on or under the Leased Space, and (iv) the and Lessee's obligations under this Lease. Leased Space is free of any Hazardous Materials that would trigger 28. Severability. If any section, subsection, term or response or remedial action under any Environmental Laws or any provision of this Lease or the application thereof to any party or existing common law theory based on nuisance or strict liability. If circumstance will, to any extent, be invalid or unenforceable, the any such representation is in any manner breached during the Term remainder of the section, subsection,term or provision of the Lease of this Lease(collectively,a"Breach"),and IF the Breach gives rise to or the application of same to parties or circumstances other than or results in liability(including,but not limited to,a response action, those to which it was held invalid or unenforceable, will not be remedial action or removal action)under any Environmental Laws or affected thereby and each remaining section, subsection, term or any existing common law theory based on nuisance or strict liability, provision of this Lease will be valid or enforceable to the fullest or causes a significant effect on public health,Lessor will promptly extent permitted by law. take any and all remedial and removal action as required by law to 29. Real Estate Broker. Lessor represents and warrants clean up the Leased Space,mitigate exposure to liability arising from, that Lessor has not signed a listing agreement,dealt with or otherwise and keep the Leased Space free of any lien imposed pursuant to,any agreed to pay a broker's commission, finder's fee or other like Environmental Laws as a result of the Breach. compensation to anyone in connection with the lease of the Leased (c) In addition, Lessor agrees to indemnify, defend Space or the transaction contemplated by this Lease and Lessor and hold harmless Lessee, its officers, partners, successors and agrees to indemnify and hold Lessee harmless from and against any assigns from and against any and all debts, liens,claims, causes of such claims or costs,including attorneys'fees,incurred as a result of action, administrative orders and notices, costs (including, without the transaction contemplated by this Lease. limitation, response and/or remedial costs), personal injuries, losses, 30. Further Assurances, Each of the parties agrees to do attorneys' fees, damages, liabilities, demands, interest, fines, such further acts and things and to execute and deliver the additional penalties and expenses, consultants' fees and expenses, court costs agreements and instruments (including, without limitation, requests and all other out-of-pocket expenses,suffered or incurred by Lessee or applications relating to zoning or land use matters affecting the and its grantees as a result of (a) any Breach, or (b) any matter, Tower or other Structures) as the other may reasonably require to condition or state of fact involving Environmental Laws of consummate,evidence or confirm this Lease or an other y agreement Hazardous Materials which existed on the date of execution or arose contained herein in the manner contemplated hereby. If Lessor fails during the term of this Lease or which was introduced on the Leased to provide requested documentation within thirty (30) days of Space by Lessor and which failed to comply with (i) the Lessee's request,or fails to provide any Non-Disturbance Agreement Environmental Laws then in effect or(ii) any existing common law required in this Lease,Lessee may withhold and accrue the monthly theory based on nuisance or strict liability. rental until such time as all such documentation is received by Lessee agrees to indemnify, defend and hold harmless Lessee. Lessor,its officers,partners,successors and assigns from and against 31. Right to Resister or Record. Lessor agrees and any and all debts, liens, claims, causes of action, administrative authorizes Lessee to attach and/or insert a certified legal description orders and notices, costs (including, without limitation, response of the Leased Space once complete,and after review and approval by and/or remedial costs),personal injuries,losses,damages,liabilities, Lessor,which approval will not be unreasonably withheld or delayed, demands,interest,fines,penalties and expenses,consultant's fees and to the Memorandum of Land Lease and record same in the public expenses,court costs and all other out of pocket expenses,suffered or records. incurred by Lessor and its grantees as result of any hazardous 32. Interpretation. Each party to this Lease and its materials introduced on the Leased Space by Lessee. counsel have reviewed and had the option to revise this Lease. 'Ilse (d) Lessor represents and warrants to Lessee that normal rule of construction to the effect that any ambiguities are to Lessor has received no notice that the property or any part thereof is, be resolved against the drafting parry will not be employed in the and,to the best of its knowledge and belief,no part of the Premises is interpretation of this Lease or of any amendments or exhibits to this located within an area that has been designated by the Federal Lease, i Emergency Management Agency, the Army Corps of Engineers or 33. Condemnatian. Lessor shall fully advise Lessee in a any other governmental body as being subject to special hazards. timely manner of all condemnation proceedings or prospective (e) The covenants of this Section will survive and be condemnation proceedings in order that Lessee may fully protect and enforceable and will continue in full force and effect for the benefit prosecute its rights and claims relating to the Leased Space. If the of Lessee and its subsequent transferees,successors and assigns and whole of the Leased Space shall be taken or condemned by, or will survive the term of this Lease and any renewal periods thereof transferred in lieu of condemnation to, any governmental or quasi 25. Mechanic's and Landlord's Liens. Lessee will not governmental authority or agency with the power of condemnation cause any mechanic's or materialman's Lien to be placed on the during the Term of this Lease,Lessee shall be entitled to any award Leased Space, and Lessee agrees to indemnify, defend and hold based upon its leasehold interest as set forth in this Lease,along with harmless Lessor from any such lien from a party claiming by,through the value of all Lessee's improvements,including,but not limited to, or under Lessee. Additionally,Lessor disclaims and waives any now the Tower,prefabricated buildings,generators,fencing and any other existing or hereafter arising Landlord's lien or other statutory or non- Structures and for all of Lessee's other personal property, trade statutory lien or security interest in Lessee's and/or its sublessees' S Revised 06/06/01 GL#/Se=b Area/Site M#:10125-087/S.Windsor/CT07824-5 • J , fixtures, fixtures, moving expenses, business damages, business this Lease has been duly executed by Lessor and Lessee whichever is interruption, business dislocation, prepaid Rent or other losses or the later to so execute this Lease. The parties further agree to specify expenses as may be incurred. In the event only a portion of the the date on which they execute this Lease beneath their respective Premises, which portion does not include the whole of the Leased signatures in the space provided and warrant and represent to the Space, shall be taken or condemned by, or transferred in lieu of other that such a date is in fact the date on which each duly executed condemnation to any governmental or quasi-governmental authority his name. or agency with the power of condemnation during the Term of this 36. Interference, Lessee shall not unlawfully Lease, Lessee shall have the option to either. (1) terminate this electronically or physically interfere with Lease;or(2) continue in possession of the property pursuant to P y y t h the transmission and receipt P PertY P the of signals of Lessor or Lessor's tenants or licensees on the Premises terms of this Lease with a proportionate reduction in Rent equal to as of the date hereof ("Existing Operators"), provided that the that portion, if any, of the Leased Space so taken, condemned or Existing Operators properly and lawfully install and operate their transferred in lieu of condemnation. In either event,Lessee shall be facilities. Likewise,Lessor shall not permit its Existing Operators to entitled to any award based upon its leasehold Interest in the portion modify their operations,nor shall Lessor use or allow the use of any of the Premises condemned, taken or transferred in lieu of portion of the Premises by future tenants or licensees ("Future condemnation, along with the value of all Lessee's improvements, Users"),which in any way physically or electronically interferes with including, but not limited to, the Tower, prefabricated buildings, Lessee's communications use or access provided that Lessee properly generators,fencing and any other Structures and for all of Lessee's and lawfully installs and operates the Structures. other personal property, trade fixtures, fixtures, moving expenses, In the event Lessee causes any interference, Lessee shall business damages, business interruption, business dislocation, take all actions necessary to eliminate such interference in accordance prepaid Rent or other losses or expenses as may be incurred. with reasonable technical standards and rules of the Federal Nothing contained herein shall prohibit Lessee from making its own Communications Commission("FCC")within a reasonable length of claims against any condemning authority for any losses or damages time,not to exceed forty-eight(48)hours from receipt of notice from Lessee shall incur as a result of a condemnation, or sale in lieu of Lessor. Likewise, in the event Lessor, any Future User or any condemnation,of the whole or any portion of the Premises. Existing Operator (subject to Lessee's covenant not to interfere as 34. Riaht of First Refusal. If at any time ducting the term stated above)causes any Interference,Lessor shall take all actions or of this Lease.Lessor receives an irrevocable(except such offer may cause other interfering party to take all actions necessary to eliminate be conditional upon the non-exercise of this right of first refusal) such interference in accordance with reasonable technical standards bona tide written offer from a third person("Offer")to sell,assign, and the rules of the FCC within a reasonable length of time, not to convey or otherwise transfer its interest in the Leased Space and/or exceed forty-eight (48) hours from receipt of notice from Lessee. Premises, which Lessor desires to accept, Lessor shall first give Lessor shall include similar covenants against interference in any Lessee written notice(including a copy of the proposed contract)of future lease,license or other agreement which Lessor enters into with such Offer prior to becoming unconditionally obligated. Lessee shall any Future User. Notwithstanding the above, so long as the have a period of thirty(30)days after receipt of Lessor's notice and interfering party commences actions necessary to eliminate terms to accept the Offer and exercise its right of First Refusal by interference diligently and expeditiously and diligently pursues such notifying Lessor in writing. After thirty(30)days the Offer will be actions to eliminate interference on an emergency basis,no violation deemed rejected. of this Section shall occur,if actions to eliminate interference extend 35. Date of Lease. The parties acknowledge that certain beyond 48 hours. obligations of Lessor and Lessee are to be performed within certain specified periods of time which are determined by reference to the COMMENCEMENT DATE: The date that Lessee commences date of execution of this Lease. The parties therefore agree that construction of the Structures. wherever the term "date of execution of this Lease," or words of similar import are used herein,they will mean the date upon which Revised 06/06/01 6 GUt/Search Area/Site lDtt:10125-087/S.w1ndsodCT07824-S IN WITNESS R'HEUOF,the parties hereto have executed this Lease on the last day and year specified below. LESS C) The Town of South Wi r LESSEE:S A Proptr'es.Inc�aFlo corpo clan By: (, By: M tthew GalliQan Alyssa Houlihan Title:Town Manager Title:Director of Leasing Date: Date: Witness 3-rL eWitness: Print Name: Print Name: 6'Z o d'*P+- /..L--1- A 'I ASS Witness: CQCt 0 Witness:� Print Name: '/ Gu�e/r-� Print Name:-U /7 �1 •� � /� Notary Public: or4fdt C Notary Public: I do hereby certify that Matthew Galligart,Town Manager of I do hereby certify that Alyssa Houlihan, who is The Town of South Windsor,who is personally known to me, personally known to me,or who has proved by sufficient or who has proved by sufficient evidence to be the person evidence to be the person named herein, personally named herein, personally appeared before me this day and appeared before me this day and acknowledged the due acknowledged the due execution of the foregoing instrument. execution of the foregoing instrumen Witness my hand and seal this /sue day of 1V'tn in hand and seal s day of Rinuent ho r" ,2001. 1 10 + .� Notary Onature Tilde f k A- 4K I( No Sipature � E��IYes: 5(31 Jos V. 6nyba V" d LMtan .* .*My c Errpyf uh23�3514tJS Reused 06/06/01 7 GLN/Search Area/Site M#-.10123-087/S.Nmdsor/CT07824-5 EXHIBIT A Current SketchLSurvey of the Leased Space within the Premises (Lessor and Lessee agree that a leased area legal description and access and utility easement can be substituted as soon as it becomes available), Sl -ieca M, 'AN J R, ".I RM C. 01 V-�I on -L1;.TM 1 a, .", Tree U eht P) ght P Mat" Y MY0 E3 BIC QrlV* x rb /-flanter Bit- Parking W/Flaq Pole C. True Conr- Steps r eformer On Cone. Pa Car r- a -ate.,. rb C. Maple Pipe 140-� ---- — GV 0 PLeese ozed Bit, Parking • EUL Parking A oring Location OWC.S. (TYP-) 8 Lessor's Initials Revised 06MOI Lessee's Initials GL#/Sc=h Area/Site MN-101 25-087/S.Vrindsor/CT07824-S j rA EXIiIBTT B leeal Destntion Attach Legal Description from Deed (Lessor and Lessee agree that a leased area legal description and access and utility euement can be substituted as soon as it becomes available). All that cartaln pieta or pastel of land, situated on tba scutharly Sand side of am load, i.n the Torn of South Wiadeor. County of gwmford and State of Connecticut, containing 5.31 acres, bovndad and deacribad as follows: Degiuding st a point to the sautharly line of Sand gill load, which foist represents the northwesterly cornet of the herein described premises and the northeasterly career of land nov or formerly of the Riasiouery Society of the Diocese of Connecticut; thence rmudeg 3 C 54. 20 S, 625.66 feat, along the easterly line of said loud nor or formerly of the ltissioaary Society of the Diocese of Connecticut, to a point o"Imd by so iron pipe; thence running a 81' 27' 34" E, i4.02 lest, along land omv or formerly of Warman IF. Priest. to a point which represents the soutbaastarly corner of the herein described premises; thence monist N 42e 341 IV i, 824.24 foot, along the westerly Tina of other land of Allertom Coaetraetion Corporation. to a point is the soutbariy line of Ssad Bill load, which .point ropresente the nartbeseca=ly cornet of CM hareio described premises and the ssarthwastarly corner of said other lead of Allartan Construction Corporation; Apnea running is a Saterally westerly direction. along the sovtbarly line of Send 8A1 Road, a total distance of 681.55 feet to the Point or place of beginning. 6aid premises are subjaet to say and all provisions of any ordinate. amieipal reaulation and public or private law. lbaing a portion of the yreslses cowayed by George J. Aehoobaeh to Allarton Couatruetioa Corporation by warranty Deed dated DocaOmr 27, 1973 and recorded is the South Windsor ttaed lecorde. Volume 114. page IGO. As part conaMerstion for this dead. the gtantea atrees to seeaae and bold the grantor harrlare fray all eases levied by tha Town of South vindsor on the abo►e described presiaee for the Grand List of Zureary 1. 197t. 4;W:ff� 9 Ussor's Inidals yV Revised 06/06/01 L.essee"s Initials GLR/Search Area/Siu ED4:10125-087/S.Windsor/CM7824-S OF L?xsmg c Additional Load Requirements For: 10125-0871 South Windsor Elevation Antenna/Loading Cable Type 188' MF900B Scala w/mount FLC78-50J Coax or equivalent 988' MF900B Scala w/mount .FLC78-50J Coax or equivalent 188' ANT90OD6-9 FLC78-50J Coax or equivalent 88' ANT900136-9 FLC78-SOJ Coax or equivalent 88' ANT450F6 FLC7840J Coax or equivalent )88. DB201 (35MHz Model)FLC78-50J Coax or equivalent 188' DB201 (5OMHz Model)FLC78-50J Coax or equivalent 88' 14' Low Profile Rotatable Platform t E 82' MF900B'Scala w/mount FLC78-50J Coax or equivalent y 02' MF900B Scala w/mount FLC78-50J Coax or equivalent f 92' ANT450D6-9 FLC78-50J Coax or equivalent 92' ANT1 SODS FLC78-50J Coax or equivalent F 92' ANT450YI O-WR FLC78-50J Coax or equivalent 92' DB205 (60 MHz Model) FLC78-50J Coax or equivalent t 92' 14' Low Profile Rotatable Platform r F 1 10 Lessors Initials Revised 06/06/01 Lessee's Initials GLfI/Sc=h ArmfSite D#:10125-087/S.WindsocIU07823-5 s w: •~ ` { , ilk Site Na Site Na Tenant Site ID: Name: Tenant Site Name: EXHIBIT D SHORT FORM ANTENNA SITE AGREEMENT 1. Premises and Use. , a Florida corporation party may terminate this Agreement without further liability ("Owner") leases to a(n) corporation upon the termination or expiration of Owner's right to ('Tenant'),the site described below.Tower antenna space; possession of the Site under the Ground Lease. Ground space for placement of-Pad or Shelter("Shelter") 6. Assignment/Subletting. Tenant may not assign or for Tenant's base station equipment consisting of transfer this Agreement without the prior written consent of approximately square feet; and space required for Owner, which consent will not be unreasonably withheld, Tenant's cable ladders, cable runs and cable bridges to delayed or conditioned. In no event will Tenant be relieved connect telecommunications equipment and antennas, in of any obligations or liability hereunder. the location shown on Exhibit A, together with a non- 7. Access and Security.Tenant will have the reasonable exclusive easement for reasonable access thereto and to the appropriate, in the discretion of Tenant, source of right of access to the Tower where its equipment is located; provided that, Tenant must give Owner electric and telephone facilities, (collectively, the "Site"j, fortyteight access The Site wail be used by Tenant for the purpose of hours prior notice. Tenant will have unrestricted access Installing, removing, replacing, modifying, maintaining and twenty-four(24) hours a day seven (7) days a week to its operating, at its expense, a telecommunications service Pad or Shelter.an Immediate the event of an emergency situation system facility consisting of the antenna(s) and related which poses an threat of substantial harm or equipment set forth on Exhibit B (the "Equipment"). If damage to persons and/or property (including the continued operations of Tenant's telecommunications Tenant desires to place equipment on the Site in addition to that listed on Exhibit 8, Owner and Tenant will negotiate equipment)which requires entry the Tower,Tenant may the placement of the additional equipment and the enter same and take the actions that are required to protect associated increased rent individuals or personal property from the immediate threat 2. Term.The"initial Term"of this Agreement shall be five of substantial harm or damage;provided that promptly after (5) years beginning. on the date set forth below the emergency entry and In no event later than twenty-four ("Commencement Date") and terminating on the fifth (24) hours, Tenant gives telephonic and written notice to anniversary of the Commencement Date. This Agreement Owner of Tenant's entry onto the Site. will automatically renew for tour(4)additional terms(each a 8• Notices. All notices must be in writing and are effective "Renewal Term")of five(5)years each,unless either party when deposited in the U.S. mail, certified and postage provides notice to the other of its intention not to renew not prepaid,or when sent via overnight delivery,to the address less than one-hundred and twenty (120) days prior to the set forth below,or as otherwise provided by law. expiration of the Initial Term or any Renewal Term. COMMENCEMENT DATE: The earlier of,thirty (30) days Tenant: from Site completion or the date Tenant installs any of its Equipment at the Site. Or The earlier of Installation of any of Tenant's Equipment or Owner. SBA Towers,Inc. (Date). One Town Center Road,3'd Floor 3. Rent. Beginning on the Commencement Date, Rent will a Raton,FL 33486 be paid in equal monthly Installments of Boca dollars and no/100 $ Site Administration in advance, due on the first day of each month, partial Rental months to be prorated on a thirty(30)day month. Rent will Payment: SBA Towers,Inc. be Increased annually on the anniversary of the P.0.Box 945762 Commencement Date (during the Initial and all Renewal Atlanta,GA 30394-5752 Terms) by 51/6 of the monthly rate in effect for the prior year. This Agreement shall be effective on the date last 9. Installation and Improvements. Prior to installing or executed by the parties provided that rent shall be subject allowing any Equipment to be installed at the Site or to change at the discretion of Owner if this lease is not making any changes, modifications or alterations to such executed by Tenant and returned to Owner by Equipment,Tenant, at its expense, will obtain all required approvals and will submit to Owner plans, specifications 4. Security Deposit. Tenant has deposited with Owner and proposed dates of the planned Installation or other an amount, equal to ( ) months rent("Security activity, for Owner's approval which approval will not be Deposit"). Owner will have the right to draw against the unreasonably withheld,including,if requested by Owner,a Security Deposit in the event of any breach hereunder, tower loading study and/or an intermodulation study including when any rent becomes past due. If Owner performed and certified by an independent licensed elects to draw down the Security Deposit, Tenant must professional engineer. All installation of or other work on replenish the amounts so drawn within ten (10) days after Tenant's equipment on the Tower will be at Owner's written demand therefor by Owner. The Security Deposit expense and performed by Owner or one of Its affiliates or will be retained in a non-interest bearing account. subsidiaries.Ail installations,operation and maintenance of 5. Title and Oulet Possession. Owner represents and Equipment must be in accordance with Owner's policies set agrees that it is in possession of the Site as ❑ fee owner forth in Exhibit C. Tenant will cooperate with Owner In or ❑ lessee under a ground lease, ("Ground Lease"). rescheduling its transmitting activities, reducing power, or Notwithstanding anything to the contrary contained in this $in7rrupJ!ng its activities for limited periods of time In th Agreement, if the Site is subject to a Ground Lease, either ¢ #Short torn ASA.doc. 1 Tenant Initt� r {nitsais Revised March 10,1999 • t Tenant Site tD: enant Site Name' ccount of an Interruption In electrical service occasioned ;ire i,D. sate a therefrom. b owner Site Name permit the thereby or resulting or in order to P ht. 1f determined ,the relocate of an emergency ment. 14. Relocation Rig Owner will have the lightor any part event or repair of equip will substantially to relocate the tower, facility of Tenant, I te on installation with taws. Tenant to its possession the telecomrnunications Flelocatlon S' 10 Compliance lacing 6� however, that such relocation With all applicable taws re ent. Within s+ shall thereof,to an attemaoe ided,tower location ex ense, (2) be comply Site and its Equipm Tenant Owner s property; P sole cost and P agents, (3) the and use of the of this Agreement, will (1) be at Owners of days after execution o{the FAA Determination of No exclusively by Tenant or its a ion frequencies and performed in any interrup Owner's Owner with a copy Tenant's freq result Tenant on provide rants approval to Site. Upon request by unreasonably rovided by Hazard which g used at the that all urtications service Q or in any manner alter, the EAp) to be evidence Comm and (�) not imQair, rovided by Tenant on Power ( prod satisfactory lies with federal Property Tenant will P Site comp radiation of communications service P Owner, at the quality art may terminate equipment installed to radic'. ituenCy Owners Property. pertaining it a licable. and from by-Tenant. Neither party the parties in th the FGG, PP agreed to by regulations P of the united States 15 Termination by utually 9 period specified standards and is ticensed an agency Agreement unless m e, Tenant, considered so to this Ag default, the applicable cure 11. insurance, and shall be writing or in Government, is setf insured a intent of below• cunt due hereunder is Rent or other am hefeat Tenant wilt this Agreement. Tenant understands that i sis toh sibts and 16 Default.if the R with the terms 12 interference• many users por persons) aid in accordance modate as other enttty not p ast due amounts at the lesser of(iort i Owner to accom to any cause, by its Pay interest on the p accent(1.5%) per month, l} a rent spaceone-halt P applicable law. It Tenant shall not at any of one and Willistted by apP period that O�vnetsmay fa°itities' including the addition rate an, rate Q Agreement for a p desiring owner or other the maximumhe non- transmitter or other activities' t9 rental payments. is in default under this Aof notice iron' a future date, enced r either Party s tollowing receip act to a default Which may e equipment at previously Comm i,encies to be of(a)ten(10)day or (b) thirty (30) tenants that have Preowner with a list of treq' defaulting party with resp rovide to putting said frequencies into the payment is money,the non defaulting Tenant shall Phe Site prior involves Tenant, cured solely by cured occurs which Study be receipt of notice from not be the used at t{ interference intermodutation days following act to a default which may operation. that an parry with resp ant et money, thou,to either event, Owner may require Ines that the interference is the remedies available to wilt not Tenant and b the paYir law, t{Gwner determ date of solely y arty may pursue any licable conducted. of Tenant, Gwner s from non-defaulting P under apP responsibility business day corrected, defaulting Parihe right to terminate this five (5) and it not it against the declare Tenant shall have interference all rights to any including, but not limited t°, accelerate wstin9 Term correct the Owner shall have d self net may at the notice t° in unclive relief an Agreement• Furth"', it the non- Tenant shall cease, and including I transmission, aid Rent for the aaable forthwith' within a eans necessary cease the entire unP due and reasonably be ruled legal or to cause Tenant to ose of correcting to be immediately of reasonably not be help remedies for the Pub correCted within default may n this Agreement may cannot be wner's monetary day period, commences action to cure except for intermittf nterferegce receipt at O . thirty (3�) . defaulting Party eriod and proceeds the interference. s from Tenant's reement without gQ) day p calendar day Inate this Ag determines terminated if the wilhilsuch thirty ( default sixty (60} Owner may term Further,if Gwner the default diligence to fully cure the without notice, then Tenant. interference t° all taxes, including' aligns to is causing with due dilig and all fees, further oblig Site Taxes. Tenant shall pay taxes, at the corrected within sixty or that another tenant erence is not and use cost ex :,rise now the interf determinatlon, its limitation, salea�d any other °i efP{ authority in such V. an Tenant and from Owner's from using the Site tar any government Tenants (60) days reement. assessmen��pased by a rnents to Tenant recludes Tenant this Ag In addition, a terminate interference hereafter with Tenant's P Y taxes interferen°e precludes may . similar -tenant connection r erty intended pure require substantially . all future It any,of the Personal Property Equipment or Tenant's use of the 8• Oviner will in this paragraph a that portion, language as outlined used shall pay indemnifies the this Site• or other taxes attributable to Tenant's ant each m all Agreements related to tot the cost of electric energy eated Owner and less from any and Charges With the rent and may be Indemnity holds the other harm d costs) and 13. UtiMles included w equal to Tenant's 1t3. a;nst and ble attorneys tees and use andlor amounts q of electric. other ag ' reasona arise out of th at the Site are time, by costs costs(including or loss which arty including, from time , any increases in ropriate utility of the Site share y the apt claims of liability Site by the indemnifying outside proportionate onsfble directly to enant�s use of occupan°Y of the damage occurring ant. Tenant will be resp re uired for Cooperate with of Equipm anies for all other pwtneS agrees rt utilitles without,ation with Tenant's installation owner will not comp However, in its efforts to obtain in connection Tenant °T on the Site in the Site. ense, seN+cing ardour Substances. Tenant, at Tenant's a vi the Gwner °rrov ded by the 19. liaz use any hazardous r permit a y discharge or location provided by power p es art for introduce or from any lion in the P �irtation of any applicable law, or Penn ovary. tern1 any r PTenant utility• Temp render Owner liable nor relieve tt a of such substance on the Siae�•tlt any machanics, will not arson or property erect- release will not p Site for facilities to either p or agreement h Liens. Tenant to stand against the damages of any covenant 20. other liens Tenant in connection lulfiltment unications Equipment fails because the rtiaterialman s or fished the the Bite by or a from and the restoration owneS any labor or material fum performed on any of Tenants comet power, le control o character p ? of loss of any electrical the feasonab a electncai With work of any electrical Power is within1e diligence to restate the es on the direction of the Tenant. owner tnittais Owner will use reasonable will have no claim for damag romPtlY• Tenant irstials:�- - power p 2 Site I.D.: Tenant Site 10: Site Name: Tenant Site Name: 21.. Casualty or Condemnation. In the event of any 23. Miscellaneous. (a) This Agreement (including the damage, destruction or condemnation of the Site, or any Exhibits) constitutes the entire Agreement between the part thereof, not caused by Tenant that renders the Site parties and supersedes all prior written and verbal unusable or inoperable, Owner will have the right, but not agreements, representations, promises or understandings the obligation,to provide an alternate location,whether on between the parties. Any amendments to this Agreement the same Site or another Site, or to terminate this must be in writing and executed by both parties;(b) Tenant Agreement within thirty (30) days after the damage, agrees and acknowledges that, in conjunction with other destruction or condemnation. Owner will in no event be broadcast entities which may transmit from the Site, if liable to Tenant for any damage to or loss of Tenant's necessary due to FCC RF emission standards and upon Equipment, or foss or damage sustained by reason of any reasonable notice,Tenant shall reduce power or terminate business Interruption suffered by reason of any act of God, station operations to prevent possible overexposure of by Tenants act or omission,or Tenants vfolatlon of any of worker to RF radiation. the terms, covenants or conditions of this Agreement, (unless caused solely by Owner's intentional misconduct or The following Exhibits are attached to and made a part of gross negligence). this Agreement: Exhibit"A"(Site Description),"B"(Antenna 22. Bankruptcy and Insolvency. Owner and Tenant and Equipment List),and"C"(Minimum Installation, agree that this Agreement constitutes a lease of non- Occupancy...). residential real property for the purposes of 11 U.S.C. § 365(d)(4)or any such successor provision. A4�/ #Short fort ASA.doc. 3 Tenant Initials: Owner Initials Revised March 10,1999 Site I.D.: Tenant Site ID: Site Name: Tenant Site Name: TENANT: Fed Tax ID: By: Address: Title: Date: Witness: Witness: TENANT NOTARY BLOCK: STATE OF COUNTY OF The foregoing Instrument was acknowledged before me this day of by a representative of NOTARIAL SEAL (OFFICIAL NOTARY SIGNATURE) NOTARY PUBLIC—STATE OF My commission expires: (NAME OF NOTARY) COMMISSION NUMBER: OWNER: Fed Tax ID: By: Alyssa Houlihan Address: One Town Center Road,P Floor Title: Director of Leasing Boca Raton, FL 33486 Date: Witness: Witness: OWNER NOTARY BLOCK: STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me this day of , by ALYSSA HOULIHAN,Director of Leasing,a Florida corporation who is personally known to me. NOTARIAL SEAL (OFFICIAL NOTARY SIGNATURE) NOTARY PUBLIC—STATE OF FLORIDA My commission expires: (NAME OF NOTARY) COMMISSION NUMBER: iishort form ASA.doc. 4 Tenant Initials: Owner initials k Revised March 10,1999 Site Name:Site Na Tenant Site ID: Tenant Site Name: EXHIBIT A SITE DESCRIPTION Site located at situated in the City of ,County of _,State of Legal Description: Latitude: Longitude: i *Short form ASA.doc. 5 Tenant Ini5als: O%vner IN Revised March 10,1999 Site I.D.: Site Name: Tenant Site ID: Tenant Site Name: EXHIBIT B ANTENNA AND EQUIPMENT LIST Antenna Quantity: Type: Manufacturer Model: Length: Weight: Mounting: Base of the antenna at approximately the ' height level,and Tip of the antenna at approximately the 'height level. Orientation: & Downtiit: Cable: Number of Lines: Type: Size: Dish: Quantity. Manufacturer. Model: Dimensions: Weight: Mount: at 'height level. Orientation Cable/Type Mount: GPS Receiver: Quantity: Manufacturer. Model: Dimensions: Mount Location: Cable/Mount: Ground Space Requirements: Tenant provided Shelter Dimensions: Type Shelter: Existing Shelter Space Dimensions Needed: #Short form ASA.doc. 6 Tenant Inmals: Owner Initial kZ Revised March imog9 Site l.D.: Site Name: Tenant Site ID: Tenant Site Name: If existing space In Owner's shelter Is being used,please provide equipment specifications: Transmitter Quantity: Manufacturer: Model: Power Output(Watts): Transmitter Cabinet Quantity: Manufacturer: Model: Dimensions: Weight: Frequencies: Transmitter Operating Power: ERP: dw#Short form ASA.doc. 7 Tenant initials: Owner Initia Revised March 10.1999 Site l.G.:Site Name: Tenant Site iD: A . Tenant Site Name: EXHIBIT C MINIMUM SITE INSTALLATION, OCCUPANCY AND MAINTENANCE REQUIREMENTS AND SPECIFICATIONS Pre-Installation Standards 1. Prior to Installation,Tenant must provide Owner with complete plans for approval, Including list of proposed equipment and subcontractors. No work may be performed until approval has been given and all criteria have been met. All equipment must be placed in approved locations only, and Owner must approve any changes before the installation begins. The Owner or its representative shall have the right to be on site during any work on the Site. Owner to provide price quote for installation services based on Tenant's scope of work. Installation 2. (a) The following minimum protective devices must be properly installed: (1) Lightning arrestors in feedline at wall feedthru ports(SBA multi-tenant buildings). (PCS providers install jumpers to extend/connect to cabinet like enclosures). (2)Surge protectors in any AC&phone line circuit. .(3)Transmitter RF shielding.(Must be in place during operation) (4)Isolatorlharmonic filter.(Must be in place during operation) (5)Duplexer or cavity bandpass filter.(Must be in place during operation) (b) All equipment, including transmitters, duplexers, isolators and multicouplers, must be housed in a metal cabinet or rack mounted. o N control stations or inverted transmit/receive frequency pairs are allowed on repeater sites. (c) All transmission lines entering the shelter must be 1/20 HeliaxMeliflex or better via a wall feedthru plate and must terminate In a properly Installed lightning arrestor with an ID tag on both ends of the line. (d) Solid outer shield cable such as Superflex or HeliaxMellflex must be used for all Intercabling outside the cabinet. Under no circumstances will the use of foil shielded or braided RF cable(e.g.;RGB) be permitted outside the cabinet except for RG-6 quad shield cable installed on satellite receive only systems. (e) All antenna, power and phone cables will be routed and Properly supported to the base station in a neat manner using routes provided for that purpose. Tenant will provide individual Transient (SAD) surge protection to each circuit used. All phone lines will have (SAD) transient surge protection installed. All wiring and installation will be by means of clamping or strapping and In no event will any members or other parts of the tower be drilled,welded,punched or otherwise mutilated or altered. (f) All Tenants are to obtain power from the power panel and/or AC receptacle provided for their specific use. (g) All outside RF equipment cabinets must be grounded to the site ground system using #2 solid tinned wire with cadweld, silver solder connections, or 2 hole lugs with Burndy type compression fittings. All Inside RF equipment cabinets must be grounded to the site ground system using#2, or#6 green jacketed stranded wire with silver solder connections,or 2 hole lugs with Burndy type compression fittings. (h) All antenna lines will be electrically bonded to the tower at the antenna and at the bottom of the tower using grounding kits installed per manufacturer specifications and all antenna brackets must be pre-approved. All antenna lines entering the Site will have COAX center pin lightning protection installed within two feet from the entry port and grounded to master ground bar in the Site ground system. (i) Ali equipment cabinets will be identified with a typed label under plastic on which the Tenant's name, address, 24 hour phone number, call sign, and frequencies will be inscribed, in addition to a copy of Tenant's FCC license. {j) Monitor speakers will be disabled except when maintenance is being performed. All antenna lines will be tagged within 12 inches of the termination of the feeder cable at both ends, at the entrance to the building, at repeater or base station cabinet,and at the multicoupler/combiner ports. (k) All ferrous metals located outside of the building or on the tower will be either stainless steel or hot dipped galvanized,not plated. Painted towers will require the painting of feedlines by the Tenant,unless installed by Owner, prior to or before completion of the install. All transmission lines are to be secured with factory hoist grips every 150' and secured to the tower or cable ladder with stainless steel and/or hot dipped galvanized hardware. Plastic wraps and/or bandit type hangers will not be accepted. #Short form ASA.doc. 8 Tenant Initials: Owner Initials `r f Revised March 10.1999 Tenant Site ID; Site Name: Tenant Site Name: A ' r General 3. Tenant must comply with any applicable instructions regarding any Site security system. (a) Gates will remain closed at all times unless entering or exiting the premises. When leaving the shelter, ensure that all doors are locked and, if there is a security system,it is armed. (b) Any tower elevator may be used only after receiving proper instruction on its use, signing a waiver and receiving authorization from the Owner. (c) This Agreement does not guarantee parking space. If space is available, park only in the designated areas. Do not park so as to block any ingress or egress except as may be necessary to load or unload equipment. Parking is for temporary use while working at the Site. (d) Do not adjust or tamper with thermostats or HVAC systems. (e) Access to the shelter roof Is restricted to authorized maintenance personnel. i t i r i i 4 i i i i 4,/- #Short form ASA doc. 9 Tenant Initials Owner In U1 Revised March 10,1999 � r TES Tawer Eagin=*Solut= Phone(972)483-0607,Fax(972)975-9615 8445 Freeport Parkway,Suite 375,Irving,Texas 75063 Structural Analysis Report Existing 187 ft SABRE Monopole Customer Name:SBA Communications Corp Customer Site Number:CT07824-S Customer Site Name: South Windsor Carrier Name:AT&T Carrier Site ID/ Name:CT1139/S.Windsor-Sand Hill Rd Site Location:1S1 Sand Hill Road South Windsor,Connecticut Hartford County 1INNIp Latitude:41.836000 �►�``0 ON f •,6� Longitude:-72.SS2000 .•`��`�' 1�,��''•. a 0; No.17534 ;�Q _$per,%I:CENSF�.•�k' o Analysis Result: ��''•:,SS/ONAC' V Max Structural Usage:619%[Pass] Max Foundation Usage:83.0%[Pass] Additional Usage Caused by New Mount/Mount Modification: N/A Report Prepared By: Stevie Long TES Project Number:49825 Page 1 March 23,2018 r / '! f T ES Tower Engineering Solutions Phone(972)483-0607,Fax(972)975-9615 8445 Freeport Parkway,Suite 375,Irving,Texas 75063 Structural Analysis Report Existing 187 ft SABRE Monopole Customer Name:SBA Communications Corp Customer Site Number: CT07824-S Customer Site Name:South Windsor Carrier Name:AT&T Carrier Site ID/Name: CT1139/S.Windsor-Sand Hill Rd Site Location: 151 Sand Hill Road South Windsor,Connecticut Hartford County Latitude:41.836000 Longitude:-72.552000 Analysis Result: Max Structural Usage: 61.9%[Pass] Max Foundation Usage:83.0%[Pass] Additional Usage Caused by New Mount/Mount Modification: N/A Report Prepared By: Stevie Long TES Project Number:49825 Page 1 March 23,2018 Introduction The purpose of this report is to summarize the analysis results on the 187 ft SABRE Monopole to support the proposed antennas and transmission lines in addition to those currently installed. Any modification listed under Sources of Information was assumed completed and was included in this analysis. Sources of Information Tower Drawings Tower Drawing prepared by Sabre,Job#02-10062 dated 11/1/01 Foundation Drawing Foundation Drawing prepared by Sabre,Job#02-10062 dated 10/11/01 Geotechnical Report Geotechnical Report prepared by Dr.Clarence Welti,dated 9/29/00 Modification Drawings N/A Analysis Criteria The rigorous analysis was performed in accordance with the requirements and stipulations of the ANSI/TIA 222-G. In accordance with this standard, the structure was analyzed using TESPoles, a proprietary analysis software.The program considers the structure as an elastic 3-D model with second- order effects and temperature effects incorporated in the analysis. The analysis was performed using multiple wind directions. Wind Speed Used in the Analysis: Ultimate Design Wind Speed V„it= 125.0 mph(3-Sec. Gust)/ Nominal Design Wind Speed Vasd=97.0 mph (3-Sec.Gust) Wind Speed with Ice: 50 mph (3-Sec. Gust) with 1" radial ice concurrent Operational Wind Speed: 60 mph+0" Radial ice Standard/Codes: ANSI/TIA 222-G/2012 IBC/2016 Connecticut State Building Code Exposure Category: C Structure Class: II Topographic Category: 1 Crest Height: 0 ft Seismic Parameters: Ss=0.178,S1=0.064 TES Project Number:49825 Page 2 March 23,2018 Existing Antennas. Mounts and Transmission Lines The table below summarizes the antennas, mounts and transmission lines that were considered in the analysis as existing on the tower. Items Ele�ration Transmission Qty. Antenna Descriptions Mount Type&Qty. Lines Owner 1 1 Telewave-ANT450F6-Whip 2 2 Telewave-ANT900D6-9-Whip (4)1/2" Town of 3 2 Decibel-DB201-Whip 187.0 Low Profile Platform (3)7/8 South 4 2 Scala-MF-9006-Dish Windsor 3 Powerwave-7770-Panel 3 CCI-HPA-65R-BUU-H6-Panel 3 KMW-AM-X-CD-6500T-RET-Panel - 6 CCI-DTMABP7819VG12A-TMA/TTA (12)15/8" - 6 Ericsson-RRUS 11-RRU (1)1/2" - 3 Ericsson-RRUS-32 B2-RRU with - 170.0 12 Kathrein-78210250-Diplexer Low Profile Platform w/ (2)3/4"DC AT&T 1 Nokia-CS72188.01-LMU HRK12 (1)1/2"Fiber 3 CSS-DBC-750-Combiners inside 1 Raycap-DC6-48-60-18-8F-Surge (1)3"Conduit Suppressor 3 Commscope-ABT-DFDM-ADBH-Bias Ts 17 3 Ericsson-AIR 2162A B4P-Panel 18 3 Ericsson-AIR 21 B4A B2P-Panel 19 160.0 3 Commscope-LNX-6515DS-Panel Platform w/Hand Rail )1 15/8" ° /8 Fiber T-Mobile 20 3 Ericsson-Double TMA 17/21-TMA/1TA (1 Fiber 21 3 Ericsson-511612-RRU 22 1 RFS-DB T1-6Z-8AB-0Z-Surge Suppressor 23 6 RFS-FD9R6004/2C-3L-Diplexer 24 6 Commscope-HBXX-6517DS-A2M-Panel (12)15/8" 25 6 Alcatel Lucent-KS24019-GPS (1)15/8" 26 140.0 3 Commscope-WX-6514DS-AIM-Panel Low Profile Platform Hybrid Verizon 27 3 Commscope-LNX-6514DS-VTM-Panel (1)1/2" 28 3 Alcatel Lucent-RRH2x40-07-U-RRU 29 3 Alcatel Lucent-RRH2x60-1900-RRU 30 3 Alcatel Lucent-1900M Hz-RRH 31 3 Alcatel Lucent-800 MHz-RRH 32 3 Alcatel Lucent-800MHz-Filter 33 4 RFS-ACU-A20-N-REt (1)0.7"Fiber 34 130.0 3 RFS-APXVSPPIB-C-A20-Panel Low Profile Platform (3)1-1/4" Sprint 35 3 RFS-APXVTMI4-C-120-Panel 36 3 RF Filters 37 3 Alcatel Lucent-TD-RRH8x20-25-RRU 38 1 Telewave-ANT350D3-Whip 39 1 Telewave-ANT4506-9-Whip Town of 40 92.0 1 Telewave-ANT450Y10-WR-Yagi Low Profile Platform (6)1/2" South 41 1 Decibel-DB205-Whip Windsor 42 2 Scala-MF-900B-Dish TES Project Number:49825 Page 3 March 23,2018 Proposed Carrier's Final Configuration of Antennas, Mounts and Transmission Lines Information pertaining to the proposed carrier's final configuration of antennas and transmission lines was provided by SBA Communications Corp.The proposed antennas and lines are listed below. Items Wfation Qty. Antenna Descriptions Mount Type&Qty. Transmission Owner (ft) Lines 5 3 Powerwave-7770-Panel 6 3 Cd-HPA-65R-BUU-H6-Panel 7 3 Quintel-QS66512-2-Panel 8 1 Nokia-CS72188.01 LMU-Omni (12)15/8" 9 3 Cci-DTMABP7819VG12A TMA Coax 10 6 Kaelus-DBC0061F1V51-2-Diplexer Low Profile Platform w/ (4)3/4"DC 11 170.0 3 Ericsson-RRUS-11 HRK12 Power AT&T 12 3 Ericsson-RRUS-32 B2 (2)1/2"Fiber 13 3 Ericsson-RRUS-32 (2)3"Conduit 14 3 Css-DBC-750-Combiner 15 2 Raycap-DC6-48-60-18-8F-DC SS 16 3 Commscope-ABTDFDM-ADBH-BIAS-T All transmission lines are considered running inside of the pole shafts. TES Project Number:49825 Page 4 March 23,2018 Analysis Results The results of the structural analysis, performed for the wind and ice loading and antenna equipment as defined above, are summarized as the following: Pole shafts Anchor Base Plate Bolts Max.Usage: 61.9% 58.8% 52.8% Pass/Fail Pass Pass Pass Foundations Moment(Kip-Ft) Shear(Kips) Axial(Kips) Original Design Reactions 6540.5 47.9 82.8 Analysis Reactions 5642.5 44.8 74.6 Factored Reactions' 8829.6 64.7 111.7 %of Design Reactions 63.9% 69.3% 66.8% • Per section 15.5.1 of the TIA-222-G standard, factored reactions were obtained by multiplying a 1.35 factor to the original design reactions. The foundation has been investigated using the supplied documents and soils report and was found adequate.Therefore, no modification to the foundation will be required. Operational Condition (Rigidity): The maximum twist and sway of the microwave dishes under the operational wind speed as specified in the Analysis Criteria are listed in the table below: Elevation (ft) Antenna/ Dish Carrier Twist(deg) Sway(deg) 187.0 MF-90013-Dish Town of South 0.002 1.239 Windso 92.0 MF-900B-Dish Town of South 0.000 0.721 Windso It is recommended that the carriers review the twist and sway values of the microwave dishes. Conclusions Based on the analysis results, the existing structure and its foundation were found to be adequate to safely support the existing and proposed equipment and meet the minimum requirements per the ANSI/TIA 222-G Standard under the design basic wind speed as specified in the Analysis Criteria. TES Project Number:49825 Page 5 March 23,2018 � [r Standard Conditions 1. This analysis was performed based on the information supplied to (TES)Tower Engineering Solutions, I.I.C. Verification of the information provided was not included in the Scope of Work for TES. The accuracy of the analysis is dependent on the accuracy of the information provided. 2. The analysis is based on the presumption that the tower members and components along with any existing reinforcement items have been correctly and properly designed, manufactured, installed and maintained. 3. All the existing structural members were assumed to be in good condition with no physical damage or deterioration associated with corrosion. 4. An initial tension of 10% of the break strength on all the existing guy wires was assumed in all the structural analyses of guyed towers unless different values were provided by the client. TES cannot take responsibility for the deviations in the analysis results because of differences in the initial tension forces of the existing guy wires. 5. Secondary component or connection secondary components, welds and bolts are assumed to be able to carry their intended original design loads. TES cannot take responsibility for verification of the adequacy on the connections, bolts and welds present in the structure. 6. The analyses will be performed based on the codes as specified by the client or based on the best knowledge of the engineering staff of TES. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/TIA-222. If wind speed and/or ice loads are different from the minimum values recommended by the EIAITIA-222 standard or other codes,TES should be notified in writing and the applicable minimum values provided by the client. 7. The configuration of the existing mounts, antennas, coax and other appurtenances were supplied by the customer for the current structural analysis.TES has not visited the tower site to verify the adequacy of the information provided. If there is any discrepancy found in the report regarding the existing conditions,TES should be notified immediately to evaluate the effect of the discrepancy on the analysis results. B. The client will assume responsibility for rework associated with the differences in initially provided information, including tower and foundation information, existing and/or proposed equipment and transmission lines. 9. If a feasibility analysis was performed, final acceptance of changed conditions shall be based upon a rigorous structural analysis. TES Project Number:49825 Page 6 March 23,2018 Structure: CT07824-S-SBA Code: EIAlTIA-222-G 3/23/2018 111 Site Name: South Windsor Exposure: C Height: 187.00(ft) Gh: 1.1 IES Base Elev: 1.000 (ft) Page. 1 Tower Engmccnng&ilunon. Dead Load Factor: 1.20 Iterations: 25 Wind Load Factor: 1.60 Load Case : 1.2D + 1.6W 97 mph Wind ;-.6x- Copynght®2018 by Tower Engineering solutions,LLC.All rights reserved Y r ' 1YTd' 186.000 1.� 180,000 175.000 170.000 aas 165.000 1M•TMa IfiS KSR 160.000 165.000 150.000 7a7 3- 145.000 tar-r 140.000 135.000 130.000 115.000 120.000 3 a•TN 116A00 ss KS 110.000 106.000 99.750 95.000 90.000 IfT� 85.0rm 8O80.000 r 6.OMM 70.MO 53.1.. 66.000 5' &5 KSI 60.000 56.000 50.OM S7S 46.000 40.000 ata 36.000 30.000 25.000 20.000 15.000 2'""' sS KS 10.000 5.000 0.000 1.00 0.01 :21 0.31 0.41 3.51 0.7t 181 0.91 Mrteracbm Struct-ur-9; CTC 1824-S-SBA Type: Tapered Base Shape: 18 Sided 3/23/2018 Site Name: South Windsor Taper: 0.22997 Height: 187.00(ft) IES Base Elev: 1.00(ft) Page: 2 Tower Engineering Solutions Shaft Properties Length Top Bottom Thick Joint Grade ALK Seq (ft) (in) (in) (in) Type Taper (ksi) 1 53.25 52.63 64.88 0.500 0.22997 65 2 53.50 42.82 55.12 0.438 Slip 0.22997 65 3 53.50 32.64 44.95 0.375 Slip 0.22997 65 AML 4 44.25 24.00 34.18 0.250 Slip 0.22997 65 44.3 1 3 Th... Discrete Appurtenances 165KSI� Attach Force Elev(ft) Elev(ft) Qty Description Carrier 187.00 187.00 2 MF-900B Town of South 187.00 189.04 2 ANT90OD6-9 Town of South 187.00 190.92 1 ANT450F6 Town of South 187.00 191.75 2 DB201 Town of South 187.00 187.00 1 Low Profile Platform Town of South 187.00 187.00 1 6'Lightning rod 170.00 170.00 3 Ericsson-RRUS-32 B2 AT&T 170.00 170.00 3 Quintel-QS66512-2 AT&T 318..Th" 170.00 170.00 6 Kaelus- AT&T 165 K61) 170.00 170.00 3 Ericsson-RRUS-32 AT&T 170.00 170.00 3 Cci-HPA-65R-BUU-H6 AT&T 170.00 170.00 1 Nokia-CS72188.01 LMU- AT&T 170.00 170.00 1 Low Profile Platform wl AT&T 170.00 170.00 3 Powerwave-7770 AT&T 93'-r 170,00 170.00 3 Cci-DTMABP7819VG12A AT&T 170.00 170.00 3 Ericsson-RRUS-11 AT&T 170.00 170.00 3 Css-DBC-750-Combiner AT&T 170.00 170.00 2 Raycap- AT&T 170.00 170.00 3 Commscope- AT&T 160.00 160.00 3 S111312 T-Mobile 1116"nUak 160.00 160.00 1 Platform w/Hand Rail T-Mobile 165 K31) 160.00 160.00 3 AIR 21 132A 134P T-Mobile 160.00 160.00 3 AIR 21 64A 62P T-Mobile 160.00 160.00 3 LNX-6515DS T-Mobile 53,-" 160.00 160.00 3 Double TMA 17/21 T-Mobile 140.00 140.00 3 LNX-6514DS-VTM Verizon aa- 140.00 140.00 6 FD9R6004/2C-3L Verizon 140.00 140.00 1 DB-T1-6Z-8AB-OZ Verizon 140.00 140.00 6 KS-24019 Verizon 140.00 140.00 1 Low Profile Platform Verizon 140.00 140.00 6 HBXX-6517DS-A2M Verizon 53-3 140.00 140.00 3 LNX-6514DS-Al M Verizon +7'Thi" 140.00 140.00 3 RRH2x40-07-U Verizon (65 K61) 140.00 140.00 3 RRH2x60-1900 Verizon 130.00 130.00 3 APXVSPPI8-C-A20 Sprint 130.00 130.00 3 APXVTMI4-C-120 Sprint 130.00 130.00 3 TD-RRH8x20-25 Sprint 130.00 130.00 3 190OMHz RRH Sprint oro" 130.00 130.00 3 800 MHz RRH Sprint x 130.00 130.00 3 80OMHz Filter Sprint 130.00 130.00 3 RF Fitters Sprint 130.00 130.00 4 ACU-A20-N Sprint 130.00 130.00 1 Low Profile Platform Sprint 92.00 92.00 2 MF-900B Town of South 92.00 95.00 1 ANT4506-9 Town of South Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. Type: Tapered Base Shape: 18 Sided 3/23/2018 Site Name: South Windsor Taper: 0.22997 Height: 187.00 (ft) IES Base Elev: 1.00(ft) Page: 3 Tower[ngmecring Solutions 92.00 97.00 1 ANT15OD3 Town of South 92.00 92.00 1 ANT45OY10-WR Town of South 92.00 101.00 1 DB205 Town of South 92.00 92.00 1 Low Profile Platform Town of South Linear Appurtenances Elev Elev From(ft) To(ft) Placement Description Carrier 0.00 187.00 Inside 1/2" Coax Town of South 0.00 187.00 Inside 7/8" Coax Town of South 0.00 170.00 Inside 1 5/8"Coax AT&T 0.00 170.00 Inside 1/2"Fiber AT&T 0.00 170.00 Inside 3"Conduit AT&T 0.00 170.00 Inside 314"DC Power AT&T 0.00 160.00 Inside 1 518"Coax T-Mobile 0.00 160.00 Inside 1 5/8"Hybrid T-Mobile 0.00 140.00 Inside 1 5/8"Coax Verizon 0.00 140.00 Inside 1 5/8"Hybrid Verizon 0.00 140.00 Inside 1/2" Coax Verizon 0.00 130.00 Inside 0.7"Fiber Sprint 0.00 130.00 Inside 1-1/4"Hybrid Sprint 0.00 92.00 Inside 1/2" Coax Town of South Anchor Bolts Grade Qty Specifications (ksi) Arrangement 26 2.25"18J 75.0 Radial Base Plate Thickness Specifications Grade (in) (in) (ksi) Geometry 2.5000 78.0 600 Round Reactions Moment Shear Axial Load Case (FT-Kips) (Kips) (Kips)_ 1.2D+1.6W 97 mph Wind 5642.5 44.8 74.6 0.913+1.6W 97 mph Wind 5582.6 44.8 56.0 1.21)+1.01)i+1.OWi 50 mph Wind 2020.0 15.2 120.9 1.213+1.0E 164.4 1.4 74.7 0.91D+1.0E 162.5 1.4 56.0 1.OD+1.OW 60 mph Wind 1341.1 10.7 62.2 Copyright 0 2018 by Tower Engineering Solutions,LLC.All rights reserved. Structure: CT07824-S-SBA; - Coax Line Placement Type: Monopole 3/23/2018 Site Name: South Windsor Height: 187.00 (ft) ES Page: 4 I � To%%a Enginccnng Solutions 14 1S 13 16 O (4)3/4"DC Power 0 To 170 12 AT&T O (3)1-1/4'Hybrid 0 To 130 17 Sprint O (1)1/2' 0 To 140 • Y S/8- on (12)1 5/B 0 To 140 11 Verizon 02)1 5/8" 0 To 160 Q 18 0 T-Mobile 02)1 S/8" 0 To 170 AT&T (4)1/2' 0 To 187 Town of South Windsor 10 0 (3)7/8- 0 To 187 1 Town of South Windsor (2)3"Conduit 0 To 170 O AT&T O (1)1 5/8"Hybrid 0 To 160 T-Mobile (1)1 S/8"Hybrid 0 To 140 9 Verizon 2 O (1)0.7"Fiber 0 To 130 Sprint 41 (2)112'Fiber 0 To 170 AT&T 8 0 (6)1/2" 0 To 92 3 Town of South Windsor 7 4 6 S Copyright©2018 by Tower Engineering Solutions, LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C PIIIEOS Height: 187.00 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: B-Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 5 To%er Engineering Solution, Sec. Length Thick Fy Joint Overlap Weight No. Shape (ft) (in) (ksi) Type (in) (lb) 1 18 53.250 0.5000 65 0.00 16,752 2 18 53.500 0.4375 65 Slip 84.00 12,268 3 18 53.500 0.3750 65 Slip 72.00 8,324 4 18 44.250 0.2500 65 Slip 54.00 3,445 Total Shaft Weight: 40,789 Bottom Top Sec. Dia Elev Area Ix Wtt D/t Dia Elev Area Ix Wtt D/t No. (In) (ft) (sgin) (in"4) Ratio Ratio (in) (ft) (sgin) (in"4) Ratio Ratio Taper 1 64.88 0.00 102.1 53501.66 21.47 129.76 52.63 53.25 82.73 28410.2 17.15 105.2 0.229973 2 55.12 46.25 75.93 28683.85 20.80 125.99 42.82 99.75 58.84 13351.6 15.85 97.86 0.229973 3 44.95 93.75 53.05 13313.85 19.72 119.85 32.64 147.25 38.40 5051.60 13.94 87.04 0.229973 4 34.18 142.7 26.92 3914.66 22.69 136.71 24.00 187.00 18.84 1343.00 15.52 96.00 0.229973 Copyright©2018 by Tower Engineering Solutions, LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00 (ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B-Competent Rock IES Gh: 1.1 Topography: 1 Struct Class: II Page: 6 Tower Engincering Solmioro Discrete Amurtenances No Ice Ice Hor. Vert Elev Weight CaAa CaAa Weight CaAa CaAa Ecc. Ecc No. (ft) Description Qty (lb) (sf) Factor (lb) (sf) Factor (ft) (ft) 1 187.00 MF-900B 2 13.00 3.45 1.00 166.21 36.699 1.00 1.00 0.00 2 187.00 ANT900136-9 2 11.00 0.98 1.00 62.89 4.260 1.00 0.00 2.04 3 187.00 ANT450F6 1 21.00 1.86 1.00 87.88 5.722 1.00 0.00 3.92 4 187.00 DB201 2 25.00 3.54 1.00 174.30 18.389 1.00 0.00 4.75 5 187.00 Low Profile Platform 1 1500.00 22.00 1.00 3285.07 46.087 1.00 0.00 0.00 6 187.00 6'Lightning rod 1 6.60 0.38 1.00 56.01 1.863 1.00 0.00 0.00 7 170.00 Ericsson-RRUS-32 B2 3 60.00 3.01 0.81 213.50 4,051 0.83 0.00 0.00 8 170.00 Quintel-QS66512-2 3 111.00 8.13 0.92 437.09 9.926 0.92 0.00 0.00 9 170.00 Kaelus-DBC0061 F1 V51-2- 6 25.40 0.43 0.67 45.04 0.815 0.67 0.00 0.00 10 170.00 Ericsson-RRUS-32 3 53.00 2.74 0.67 182.09 3.752 0.67 0.00 0.00 11 170.00 Cei-HPA-65R-BUU-H6 3 51.00 9.66 0.85 405.64 11.544 0.85 0.00 0.00 12 170.00 Nokia-CS72188.01 LMU-Omni 1 0.32 0.12 1.00 2.86 0.393 1.00 0.00 0.00 13 170.00 Low Profile Platform w/HRK12 1 1700.00 27.70 1.00 3704.00 57.741 1.00 0.00 0.00 14 170.00 Powerwave-7770 3 35.00 5.50 0.73 232.43 6.972 0.75 0.00 0.00 15 170.00 Cci-DTMABP7819VG12A-TMA 3 19.18 1.14 0.67 53.62 2.180 0.67 0.00 0.00 16 170.00 Ericsson-RRUS-11 3 55.00 2.52 0.76 185.27 3.427 0.75 0.00 0.00 17 170.00 Css-DBC-750-Combiner 3 4.88 0.51 0.67 18.16 1.225 0.67 0.00 0.00 18 170.00 Raycap-DC6-48-60-18-8F-DC SS 2 32.80 1.47 1.00 118.95 2.416 1.00 0.00 0.00 19 170.00 Commscope-ABT-DFDM-ADBH- 3 1.14 0.05 0.98 4.26 0.310 0.98 0.00 0.00 20 160.00 S11B12 3 51.00 2.52 0.71 180.25 3.421 0.72 0.00 0.00 21 160.00 Platform w/Hand Rail 1 1600.00 32.00 1.00 4419.67 69.496 1.00 0.00 0.00 22 160.00 AIR 21 B2A 134P 3 91.50 6.09 0.83 333.58 7.597 0.83 0.00 0.00 23 160.00 AIR 21 134A 132P 3 90.30 6.09 0.83 332.38 7.597 0.83 0.00 0.00 24 160.00 LNX-6515DS 3 50.30 11.46 0.84 355.70 15.832 0.84 0.00 0.00 25 160.00 Double TMA 17/21 3 11,00 0.41 0.72 25.48 1.048 0.75 0.00 0.00 26 140.00 LNX-6514DS-VTM 3 33.10 8.09 0.80 264.61 11.794 0.82 0.00 0.00 27 140.00 FD9R6004/2C-3L 6 3.10 0.36 0.75 13.74 0.947 0.77 0.00 0.00 28 140.00 DB-T1-6Z-8AB-0Z 1 21.40 4.10 1.00 178.58 5.162 1.00 0.00 0.00 29 140.00 KS-24019 6 0.50 0.12 1.00 9.31 0.392 1.00 0.00 0.00 30 140.00 Low Profile Platform 1 1500.00 22.00 1.00 3234.45 45.404 1.00 0.00 0.00 31 140.00 HBXX-6517DS-A2M 6 40.80 8.55 0.77 274.35 12.418 0.79 0.00 0.00 32 140.00 LNX-6514DS-Al M 3 38.40 8.17 0.83 271.99 11.911 0.85 0.00 0.00 33 140.00 RRH2x40-07-U 3 50.70 2.23 0.78 128.60 3.637 0.80 0.00 0.00 34 140.00 RRH2x60-1900 3 19.50 1.51 0.90 106.39 2.266 0.91 0.00 0.00 35 130.00 APXVSPP18-C-A20 3 57.00 8.02 0.83 284.37 11.695 0.85 0.00 0.00 36 130.00 APXVTM14-C-120 3 56.00 6.34 0.79 280.65 7.834 0.81 0.00 0.00 37 130.00 TD-RRH8x20-25 3 70.00 4.05 0.69 225.04 5.146 0.71 0.00 0.00 38 130.00 1900MHz RRH 3 44.00 3.80 0.88 187.59 5.628 0.89 0.00 0.00 39 130.00 800 MHz RRH 3 53.00 2.49 0.92 150.29 3.994 0.93 0.00 0.00 40 130.00 800MHz Filter 3 8.80 0.78 0.69 32.01 1.631 0.71 0.00 0.00 41 130.00 RF Filters 3 15.50 0.93 0.67 61.42 1.512 0.69 0.00 0.00 42 130.00 ACU-A20-N 4 1.00 0.14 0.79 6.65 0.530 0.81 0.00 0.00 43 130.00 Low Profile Platform 1 1500.00 22.00 1.00 3221.74 45.232 1.00 0.00 0.00 44 92.00 MF-900B 2 13.00 3.45 1.00 155.80 34.440 1.00 1.00 0.00 45 92.00 ANT4506-9 1 18.00 2.77 1.00 122.90 6.622 1.00 0.00 3.00 46 92.00 ANT150D3 1 18.00 2.18 1.00 110.97 12.978 1.00 0.00 5.00 47 92.00 ANT450Y10-WR 1 5.00 0.49 1.00 30.77 1.927 1.00 0.00 0.00 48 92.00 DB205 1 38.00 1.80 1.00 111.64 9.860 1.00 0.00 9.00 49 92.00 Low Profile Platform 1 1500.00 22.00 1.00 3163.75 44.450 1.00 0.00 0.00 Totals: 127 13,431.52 40,025.02 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. Discrete Appurtenances No Ice Ice Hor. Vert Elev Weight CaAa CaAa Weight CaAa CaAa Ecc. Ecc No. (ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor Linear Appurtenances Bottom Top Elev. Elev. Exposed (ft) (ft) Description Width Exposed 0.00 187.00 (4)1/2" Coax 0.00 Inside 0.00 187.00 (3)7/8" Coax 0.00 Inside 0.00 170.00 (12)1 5/8"Coax 0.00 Inside 0.00 170.00 (2)1/2"Fiber 0.00 Inside 0.00 170.00 (2)3"Conduit 0.00 Inside 0.00 170.00 (4)3/4"DC Power 0.00 Inside 0.00 160.00 (12)1 5/8"Coax 0.00 Inside 0.00 160.00 (1)1 518"Hybrid 0.00 Inside 0.00 140.00 (12)1 5/8"Coax 0.00 Inside 0.00 140.00 (1)1 5/8"Hybrid 0.00 Inside 0.00 140.00 (1)1/2" Coax 0.00 Inside 0.00 130.00 (1)0.7"Fiber 0.00 Inside 0.00 130.00 (3)1-114"Hybrid 0.00 Inside 0.00 92.00 (6)1/2" Coax 0.00 Inside Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. - . .!f. Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00 (ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B-Competent Rock IES Gh: 1.1 Topography: 1 StructClass: II Page: 8 To%cr Engineering Sulwiom Increment Length: 5(ft) Elev Thick Dia Area Ix W/t D/t Fpy S Weight (ft) Description (in) (in) (in"2) (in"4) Ratio Ratio (ksi) (in^3) (Ib) 0.00 0.5000 64.880 102.167 53501.7 21.47 129.76 76.1 1624. 0.0 5.00 0.5000 63.730 100.343 50685.8 21.06 127.46 76.6 1566. 1722.7 10.00 0.5000 62.580 98.518 47970.6 20.66 125.16 77.1 1509. 1691.7 15.00 0.5000 61.430 96.693 45354.1 20.25 122.86 77.6 1454. 1660.6 20.00 0.5000 60.281 94.868 42834.5 19.85 120.56 78.1 1399. 1629.6 25.00 0.5000 59.131 93.044 40410.0 19.44 118.26 78.5 1346. 1598.6 30.00 0.5000 57.981 91.219 38078.8 19.04 115.96 79.0 1293. 1567.5 35.00 0.5000 56.831 89.394 35839.0 18.63 113.66 79.5 1242. 1536.5 40.00 0.5000 55.681 87.569 33688.7 18.23 111.36 80.0 1191. 1505.4 45.00 0.5000 54.531 85.744 31626.3 17.82 109.06 80.4 1142. 1474.4 46.25 Bot-Section 2 0.5000 54.244 85.288 31124.2 17.72 108.49 80.6 1130. 363.7 50.00 0.5000 53.381 83.920 29649.8 17.41 106.76 80.9 1094. 2040.8 53.25 Top-Section 1 0.4375 53.509 73.694 26224.3 20.16 122.31 0.0 0.0 1742.2 55.00 0.4375 53.106 73.135 25632.3 19.99 121.39 77.9 950.7 437.2 60.00 0.4375 51.957 71.538 23989.8 19.53 118.76 78.4 909.4 1230.7 65.00 0.4375 50.807 69.941 22419.1 19.07 116.13 79.0 869.1 1203.6 70.00 OA375 49.657 68.345 20918.5 18.60 113.50 79.5 829.7 1176.4 75.00 0.4375 48.507 66.748 19486.4 18.14 110.87 '80.1 791.2 1149.2 80.00 0.4375 47.357 65.151 18121.2 17.68 108.24 80.6 753.7 1122.1 85.00 0.4375 46.207 63.555 16821.3 17.21 105.62 81.2 717.0 1094.9 90.00 0.4375 45.057 61.958 15585.1 16.75 102.99 81.7 681.3 1067.7 92.00 0.4375 44.597 61.319 15108.1 16.56 101.94 81.9 667.2 419.5 93.75 Bot-Section 3 0.4375 44.195 60.761 14698.7 16.40 101.02 82.1 655.1 363.5 95.00 0.4375 43.908 60.361 14410.9 16.29 100.36 82.2 646.4 482.5 99.75 Top-Section 2 0.3750 43.565 51.405 12115.2 19.07 116.17 0.0 0.0 1804.8 100.00 0.3750 43.508 51.337 12066.9 19.05 116.02 79.0 546.3 43.7 105.00 0.3750 42.358 49.968 11127.3 18.51 112.95 79.6 517.4 861.8 110.00 0.3750 41.208 48.600 10237.8 17.97 109.89 80.3 489.3 838.5 115.00 0.3750 40.058 47.231 9397.1 17.42 106.82 80.9 462.0 815.2 120.00 0.3750 38.908 45.862 8603.6 16.88 103.76 81.5 435.5 791.9 125.00 0.3750 37.758 44.494 7856.2 16.34 100.69 82.2 409.8 768.7 130.00 0.3750 36.608 43.125 7153.3 15.80 97.62 82.5 384.9 745.4 135.00 0.3750 35.459 41.757 6493.6 15.26 94.56 82.5 360.7 722.1 140.00 0.3750 34.309 40.388 5875.9 14.72 91.49 82.5 337.3 698.8 142.75 Bot-Section 4 0.3750 33.676 39.635 5553.4 14.42 89.80 82.5 324.8 374.4 145.00 0.3750 33.159 39.020 5298.5 14.18 88.42 82.5 314.7 505.6 147.25 Top-Section 3 0.2500 33.141 26.098 3567.2 21.96 132.57 0.0 0.0 497.8 150.00 0.2500 32.509 25.597 3365.4 21.52 130.04 76.1 203.9 241.9 155.00 0.2500 31.359 24.684 3018.2 20.71 125.44 77.0 189.6 427.7 160.00 0.2500 30.209 23.772 2695.7 19.90 120.84 78.0 175.8 412.2 165.00 0.2500 29.059 22.859 2397.1 19.09 116.24 79.0 162.5 396.7 170.00 0.2500 27.910 21.947 2121.4 18.27 111.64 79.9 149.7 381.2 175.00 0.2500 26,760 21.035 1867.7 17.46 107.04 80.9 137.5 365.6 180.00 0.2500 25.610 20.122 1635.0 16.65 102.44 81.8 125.7 350.1 185.00 0.2500 24.460 19.210 1422.5 15.84 97.84 82.5 114.5 334.6 187.00 0.2500 24.000 18.845 1343.0 15.52 96.00 82.5 110.2 129.5 40789.2 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. t � Structure: CT07824-S-SBA Code: EIAfrIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B-Competent Rock IES Gh: 1.1 Topography: 1 StructClass: II page_ 9 To"crEngiumng Sol uuom Load Case: 1.2D + 1.6W 97 mph Wind Iterations 25 Dead Load Factor 1.20 a Wind Load Factor 1.60 r� Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 0.85 19.450 21.40 490.97 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 19.450 21.40 482.27 0.650 0.000 5.00 27.207 17.68 605.4 0.0 2067.3 10.00 1.00 0.85 19.450 21.40 473.57 0.650 0.000 5.00 26.721 17.37 594.6 0.0 2030.0 15.00 1.00 0.86 19.690 21.66 467.73 0.650 0.000 5.00 26.234 17.05 590.9 0.0 1992.8 20.00 1.00 0.91 20.851 22.94 472.30 0.650 0.000 5.00 25.748 16.74 614.2 0.0 1955.5 25.00 1.00 0.95 21.810 23.99 473.83 0.650 0.000 5.00 25.261 16.42 630.3 0.0 1918.3 30.00 1.00 0.99 22.632 24.90 473.30 0.650 0.000 5.00 24.775 16.10 641.4 0.0 1881.0 35.00 1.00 1.02 23.356 25.69 471.27 0.650 0.000 5.00 24.288 15.79 649.0 0.0 1843.8 40.00 1.00 1.05 24.004 26.40 468.10 0.650 0.000 5.00 23.802 15.47 653.6 0.0 1806.5 45.00 1.00 1.07 24.593 27.05 464.02 0.650 0.000 5.00 23.315 15.15 656.0 0.0 1769.2 46.25 Bot-Section 2 1.00 1.08 24.732 27.21 462.88 0.650 0.000 1.25 5.753 3.74 162.8 0.0 436.5 50.00 1.00 1.10 25.133 27.65 459.20 0.650 0.000 3.75 17.353 11.28 499.0 0.0 2449.0 53.25 Top-Section 1 1.00 1.11 25.462 28.01 455.72 0.650 0.000 3.25 14.818 9.63 431.6 0.0 2090.7 55.00 1.00 1.12 25.633 28.20 461.35 0.650 0.000 1.75 7.894 5.13 231.5 0.0 524.6 60.00 1.00 1.14 26.099 28.71 455.44 0.650 0.000 5.00 22.226 14.45 663.6 0.0 1476.9 65.00 1.00 1.16 26.535 29.19 449.07 0.650 0.000 5.00 21.739 14.13 659.9 0.0 1444.3 70.00 1.00 1.18 26.946 29.64 442.30 0,650 0.000 5.00 21.253 13.81 655.1 0.0 1411.7 75.00 1.00 1.19 27.335 30.07 435.16 0.650 0.000 5.00 20.766 13.50 649.4 0.0 1379.1 80.00 1.00 1.21 27.704 30.47 427.70 0.650 0.000 5.00 20.280 13.18 642.7 0.0 1346.5 85.00 1.00 1.23 28.056 30.86 419.96 0.650 0.000 5.00 19.793 12.87 635.3 0.0 1313.9 90.00 1.00 1.24 28.391 31.23 411.95 0.650 0.000 5.00 19.307 12.55 627.1 0.0 1281.3 92.00 Appurtenance(s) 1.00 1.25 28.522 31.37 408.68 0.650 0.000 2.00 7.586 4.93 247.5 0.0 503.4 93.75 Bot-Section 3 1.00 1.25 28.634 31.50 405.79 0.650 0.000 1.75 6.574 4.27 215.4 0.0 436.2 95.00 1.00 1.25 28.713 31.58 403.70 0.650 0.000 1.25 4.739 3.08 155.7 0.0 579.0 99.75 Top-Section 2 1.00 1.27 29.006 31.91 395.67 0.650 0.000 4.75 17.730 11.52 588.3 0.0 2165.7 100.00 1.00 1.27 29.021 31.92 402.17 0.650 0.000 0.25 0.921 0.60 30.6 0.0 52.4 105.00 1.00 1.28 29.318 32.25 393.54 0.650 0.000 5.00 18.165 11.81 609.2 0.0 1034.2 110.00 1.00 1.29 29.604 32.56 384.72 0.650 0.000 5.00 17.678 11.49 598.7 0.0 1006.2 115.00 1.00 1.31 29.880 32.87 375.72 0.650 0.000 5.00 17.192 11.17 587.7 0.0 978.3 120.00 1.00 1.32 30.147 33.16 366.56 0.650 0.000 5.00 16.705 10.86 576.1 0.0 950.3 125.00 1.00 1.33 30.405 33.45 357.25 0.650 0.000 5.00 16.219 10.54 564.1 0.0 922.4 130.00 Appurtenance(s) 1.00 1.34 30.655 33.72 347.79 0.650 0.000 5.00 15.732 10.23 551.7 0.0 894.4 135.00 1.00 1.35 30.898 33.99 338.20 0.650 0.000 5.00 15.246 9.91 538.9 0.0 866.5 140.00 Appurtenance(s) 1.00 1.36 31.133 34.25 328.48 0.650 0.000 5.00 14.759 9.59 525.7 0.0 838.6 142.75 Bot-Section 4 1.00 1.37 31.260 34.39 323.08 0.650 0.000 2.75 7.910 5.14 282.9 0.0 449.3 145.00 1.00 1.37 31.362 34.50 318.63 0,650 0.000 2.25 6.458 4.20 231.7 0.0 606.8 147.25 Top-Section 3 1.00 1.37 31.464 34.61 314.17 0.650 0.000 2.25 6.359 4.13 228.9 0.0 597.3 150.00 1.00 1.38 31.586 34.74 313.50 0.650 0.000 2.75 7.638 4.97 276.0 0.0 290.2 155.00 1.00 1.39 31.803 34.98 303.45 0.650 0.000 5.00 13.511 8.78 491.6 0.0 513.3 160.00 Appurtenance(s) 1.00 1.40 32.015 35.22 293.29 0.650 0.000 5.00 13.025 8.47 477.0 0.0 494.7 165.00 1.00 1.41 32.222 35.44 283.04 0.650 0.000 5.00 12.538 8.15 462.2 0.0 476.0 170.00 Appurtenance(s) 1.00 1.42 32.424 35.67 272.69 0.650 0.000 5.00 12.052 7.83 447.0 0.0 457.4 175.00 1.00 1.43 32.621 35.88 262.25 0.650 0.000 5.00 11.565 7.52 431.6 0.0 438.8 180.00 1.00 1.43 32.814 36.10 251.72 0.650 0.000 5.00 11.079 7.20 415.9 0.0 420.1 185.00 1.00 1.44 33.003 36.30 241.11 0.650 0.000 5.00 10.592 6.88 399.9 0.0 401.5 187.00 Appurtenance(s) 1.00 1.45 33.077 36.38 236.84 0.650 0.000 2.00 4.101 2.67 155.2 0.0 155.4 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIAITIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00(ft) Crest Height: 0.00 IES. Base Elev: 1.000(ft) Site Class: B-Competent Rock Gh: 1.1 Topography: 1 Struct Class: 11 Page: 10 T°"`r 1 1121ncering S0'°"on` Totals: 187.00 21,582.7 48,947.1 Copyright©2018 by Tower Engineenng Solutions,LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 'I Site Name: South Windsor Exposure: C Height: 187.00 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: B -Competent Rock IES Gh: 1.1 Topography: 1 Struct Class: II Page: 11 ToAcrFngincerinc Sol unon< Load Case: 1.2D + 1.6W 97 mph Wind Iterations 25 Dead Load Factor 1.20 Wind Load Factor 1.60 Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc FX Y Z No. (ft) Description Qty (psf) (psf) x Ka Ka (sf) (lb) (ft) (ft) (lb) (lb-ft) (lb-ft) 1 187.00 ANT45OF6 1 33.221 36.543 1.00 1.00 1.86 25.20 0.000 3.917 108.75 0.00 425.95 2 187.00 MF-900B 2 33.077 36.385 1.00 1.00 6.90 31.20 2.015 0.000 401.69 505.98 0.00 3 187.00 ANT90OD6-9 2 33.152 36.468 1.00 1.00 1.96 26.40 0.000 2.042 114.36 0.00 233.49 4 187.00 6'Lightning rod 1 33.077 36.385 1.00 1.00 0.38 7.80 0.000 0.000 22.12 0.00 0.00 5 187.00 DB201 2 33.251 36.576 1.00 1.00 7.08 60.00 0.000 4.750 414.34 0.00 1968.11 6 187.00 Low Profile Platform 1 33.077 36.385 1.00 1.00 22.00 1800.00 0.000 0.000 1280.75 0.00 0.00 7 170.00 Cci-HPA-65R-BUU-H6 3 32.424 35.666 0.64 0.75 18.47 183.60 0.000 0.000 1054.27 0.00 0.00 8 170.00 Nokia-CS72188.01 LMU 1 32.424 35.666 1.00 1.00 0.12 0.38 0.000 0.000 6.85 0.00 &00 9 170.00 Ericsson-RRUS-32 B2 3 32.424 35.666 0.61 0.75 5.49 216.00 0.000 0.000 313.05 0.00 0.00 10 17&00 Quintet-QS66512-2 3 32.424 35.666 0.69 0.75 16.83 399.60 0.000 0.000 960.36 0.00 0.00 11 170.00 Kaelus- 6 32.424 35.666 0.50 0.75 1.30 182.88 0.000 0.000 73.98 0.00 0.00 12 170.00 Ericsson-RRUS-32 3 32.424 35.666 0.50 0.75 4.13 190.80 0.000 0.000 235.71 0.00 0.00 13 170.00 Powerwave-7770 3 32.424 35.666 0.55 0.75 9.03 126.00 0.000 0.000 515.52 0.00 0.00 14 170.00 Css-DBC-750- 3 32.424 35.666 0.50 0.75 0.77 17.57 0.000 0.000 43.87 0.00 0.00 15 170.00 Commscope- 3 32.424 35.666 0.73 0.75 0.11 4.10 0.000 0.000 6.29 0.00 0.00 16 170.00 Raycap- 2 32.424 35.666 1.00 1.00 2.94 78.72 0.000 0.000 167.77 0.00 0.00 17 170.00 Low Profile Platform w/ 1 32.424 35.666 1.00 1.00 27.70 2040.00 0.000 0.000 1580.72 0.00 0.00 18 170.00 Ericsson-RRUS-11 3 32 424 35.666 0.57 0.75 4.31 198.00 0.000 0.000 245.91 0.00 0.00 19 170.00 Cci- 3 32.424 35.666 0.50 0.75 1.72 69.05 0.000 0.000 98.07 0.00 0.00 20 160.00 Double TMA 17/21 3 32.015 35.216 0.54 0.75 0.67 39.60 0.000 0.000 37.48 0.00 0.00 21 160.00 LNX-6515DS 3 32.015 35.216 0.63 0.75 21.56 181.08 0.000 0.000 1214.61 0.00 0.00 22 160.00 AIR 21 134A 62P 3 32.015 35.216 0.62 0.75 11.32 325.08 0.000 0.000 637.74 0.00 0.00 23 160.00 AIR 21 B2A 134P 3 32.015 35.216 0.62 0.75 11.32 329.40 0.000 0.000 637.74 0.00 0.00 24 160.00 Platform w/Hand Rail 1 32.015 35.216 1.00 1.00 32.00 1920.00 0.000 0.000 1803.08 0.00 0.00 25 160.00 S11612 3 32.015 35.216 0.56 0.80 4.27 183.60 0.000 0.000 240.59 0.00 0.00 26 14&00 RRH2x60-1900 3 31.133 34.247 0.72 0.80 3.26 70.20 0.000 0.000 178.72 0.00 0.00 27 140.00 RRH2x40-07-U 3 31.133 34.247 0.62 0.80 4.17 182.52 0.000 0.000 228.74 0.00 0.00 28 140.00 LNX-6514DS-AlM 3 31.133 34.247 0.66 0.80 16.27 138.24 0.000 0.000 891.76 0.00 0.00 29 140.00 HBXX-6517DS-A2M 6 31.133 34.247 0.62 0.80 31.60 293.76 0.000 0.000 1731.55 0.00 0.00 30 140.00 Low Profile Platform 1 31.133 34.247 1.00 1.00 22.00 1800.00 0.000 0.000 1205.48 0.00 0.00 31 140.00 KS-24019 6 31.133 34.247 0.75 0.75 0.54 3.60 0.000 0.000 29.59 0.00 0.00 32 140.00 DB-T1-6Z-8AB-OZ 1 31.133 34.247 0.75 0.75 3.07 25.68 0.000 0.000 168.49 0.00 0.00 33 140.00 FD9R6004/2C-3L 6 31.133 34.247 0.56 0.75 1.22 22.32 0.000 0.000 66.58 0.00 0.00 34 140.00 LNX-6514DS-VTM 3 31.133 34.247 0.60 0.75 14.56 119.16 0.000 0.000 797,92 0.00 0.00 35 130.00 TD-RRH8x20-25 3 30.655 33.720 0.55 0.80 6.71 252.00 0.000 0.000 361.85 0.00 0.00 36 130.00 190OMHz RRH 3 30.655 33.720 0.70 0.80 8.03 158.40 0.000 0.000 433.00 0.00 0.00 37 130.00 APXVTM14-C-120 3 30.655 33.720 0.63 0.80 12.02 201.60 0.000 0.000 648.54 0.00 0.00 38 130.00 APXVSPP18-C-A20 3 30.655 33.720 0.66 0.80 15.98 205.20 0.000 0.000 861.94 0.00 0.00 39 130.00 RF Filters 3 30.655 33.720 0.54 0.80 1.50 55.80 0.000 0.000 80.68 0.00 0.00 40 130.00 800 MHz RRH 3 30.655 33.720 0.74 0.80 5.50 190.80 0.000 0.000 296.63 0.00 0.00 41 130.00 80OMHz Filter 3 30.655 33.720 0.55 0.80 1.29 31.68 0.000 0.000 69.69 0.00 0.00 42 130.00 ACU-A20-N 4 30.655 33.720 0.63 0.80 0.35 4.80 0.000 0 000 19.09 0.00 0.00 43 130.00 Low Profile Platform 1 30.655 33.720 1.00 1.00 22.00 1800.00 0.000 0.000 1186.95 0.00 0.00 44 92.00 Low Profile Platform 1 28.522 31.374 1.00 1.00 22.00 1800.00 0.000 0.000 1104.36 0.00 0.00 45 92.00 DB205 1 29.082 31.990 0.80 0.80 1.44 45.60 0.000 9.000 73.70 0.00 663.34 46 92.00 ANT450YIO-WR 1 28.522 31.374 0.80 0.80 0.39 6.00 0.000 0.000 19.68 0.00 0.00 47 92.00 ANT150D3 1 28.838 31.722 0.80 0.80 1.74 21.60 0.000 5.000 88.52 0.00 442.58 Copyright©2018 by Tower Engineering Solutions. LLC All nghts reserved. r Discrete Ac�caurtenance carr_A_ Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C III oil Height: 187.00 (ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B-Competent Rock IES Gh: 1.1 Topography: 1 Struct Class: II Page: 12 Tower FngincenngSolmions 48 92.00 ANT4506-9 1 28.713 31.584 0.80 0.80 2.22 21.60 0.000 3.000 111.99 0.00 335.96 49 92.00 MF-900B 2 28.522 31.374 0.80 0.80 5.52 31.20 2.887 0.000 277.09 499.96 0.00 Totals: 16,117.82 23,148.17 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIAITIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: B -Competent Rock IES Gh: 1.1 Topography: 1 Struct Class: II Page: 13 lower Engineering Somuons Load Case: 1.2D + 1.6W 97 mph Wind Iterations 25 Dead Load Factor 1.20 Wind Load Factor 1.60 7 Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) Description (lb) (lb) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 &00 605.39 2375.46 0.00 0.00 10.00 594.56 2338.21 0.00 0.00 15.00 590.95 2300.95 0.00 0.00 20.00 614.16 2263.69 0.00 0.00 25.00 630.27 2226.44 0.00 0.00 30.00 641.45 2189.18 0.00 0.00 35.00 648.96 2151.93 0.00 0.00 40.00 653.62 2114.67 0.00 0.00 45.00 655.96 2077.42 0.00 0.00 46.25 162.77 513.53 0.00 0.00 50.00 498.95 2680.12 0.00 0.00 53.25 431.64 2290.99 0.00 0.00 55.00 231.48 632.47 0.00 0.00 60.00 663.59 1785.04 0.00 0.00 65.00 659.92 1752.44 0.00 0.00 70.00 655.15 1719.84 0.00 0.00 75.00 649.39 1687.25 0.00 0.00 80.00 642.74 1654.65 0.00 0.00 85.00 635.28 1622.05 0.00 0.00 90.00 627.08 1589.45 0.00 0.00 92.00 (7)attachments 1922.87 2552.65 499.96 1441.88 93.75 215.36 542.03 0.00 0.00 95.00 155.66 654.61 0.00 0.00 99.75 588.34 2453.00 0.00 0.00 10&00 30.58 67.56 0.00 0.00 105.00 609.24 1336.57 0.00 0.00 110.00 598.71 1308.63 0.00 0.00 115.00 587.65 1280.68 0.00 0.00 120.00 576.12 1252,74 0.00 0.00 125.00 564.13 1224.80 0.00 0.00 130.00 (26)attachments 4510.09 4097.14 0.00 0.00 135.00 538.88 1149.34 0.00 0.00 140.00 (32)attachments 5824.49 3776.88 0.00 0.00 142.75 282.88 559.52 0.00 0.00 145.00 231.69 696.94 &00 0.00 147.25 228.89 687.51 0.00 0.00 150.00 276.01 400.47 0.00 0.00 155.00 491.57 713.68 0.00 0.00 160.00 (16)attachments 5048.27 3673.82 0.00 0.00 165.00 462.18 594.95 0.00 0.00 170.00 (37)attachments 5749.40 4283,02 &00 &00 175.00 431.59 451.97 0.00 0.00 180.00 415.88 433.34 0.00 0.00 185.00 399.91 414.72 0.00 0.00 187.00 (9)attachments 2497.18 2111.27 505.98 2627.55 Copyright©2018 by Tower Engineering Solutions. LLC.All rights reserved s Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B-Competent Rock IES Gh: 1.1 Topography: 1 Struet Class: II Page: 14 Tower EngineenngSolutionx Totals: 44,730.86 74,683.61 1,005.95 4,069.43 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIAlTIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C '�� ��� Height: 187.00 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: B -Competent Rock ES. .. ._�• �.�,iur,�" h: 1.1 Topography: 1 Struct Class: II Page: 15 ' - Load Case: 1.2D + 1.6W 97 mph Wind Iterations 25 Dead Load Factor 1.20 Wind Load Factor 1.60 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) (deg) Ratio 0.00 -74.62 -44.83 -0.99 -5642.4 -0.01 5642.47 7001.91 3500.96 18524.4 9276.01 0.00 0.000 0.000 0.619 5.00 -72.14 -44.41 -0.99 -5418.3 -0.01 5418.33 6919.93 3459.96 17978.0 9002.40 0.08 -0.147 0.000 0.612 10.00 -69.68 -43.99 -0.99 -5196.3 -0.01 5196.30 6836.37 3418.19 17435.4 8730.69 0.31 -0.296 0.000 0.606 15.00 -67.27 -43.56 -0.99 -4976.3 -0.01 4976.37 6751.25 3375.63 16896.9 8461.01 0.71 -0.447 0.000 0.598 20.00 -64.90 -43.10 -0.99 -4758.5 -0.01 4758.59 6664.57 3332.28 16362.6 8193.47 1.26 -0.599 0.000 0.591 25.00 -62.56 -42.61 -0.99 -4543.1 -0.01 4543.10 6576.31 3288.16 15832.7 7928.16 1.97 -0.754 0.000 0.583 30.00 -60.27 -42.10 -0.99 -4330.0 -0.01 4330.05 6486.49 3243.25 15307.6 7665.22 2.84 -0.910 0.000 0.574 35.00 -58.01 -41.58 -0.99 -4119.5 -0.02 4119.54 6395.11 3197.55 14787.5 7404.75 3.88 -1.068 0.000 0.566 40.00 -55.80 -41.04 -0.99 -3911.6 -0.02 3911.66 6302.15 3151.08 14272.4 7146.85 5.08 -1.227 0.000 0.556 45.00 -53.67 -40.43 499 -3706.4 -0.02 3706.47 6207.63 3103.82 13762.8 6891.65 6.45 -1.388 0.000 0.547 46.25 -53.10 -40.33 -0.99 -3655.9 -0.02 3655.94 6183.76 3091.88 13636.3 6828.29 6.82 -1.430 0.000 0.544 50.00 -50.35 -39.86 -0.99 -3504.7 -0.02 3504.70 6111.55 3055.77 13258.8 6639.26 8.00 -1.552 0.000 0.536 53.25 -48.02 -39.44 -0.99 -3375.1 -0.02 3375.15 5153.03 2576.51 11233.0 5624.85 9.09 -1.660 0.000 0.610 55.00 -47.31 -39.28 -1.00 -3306.1 -0.02 3306.14 5126.51 2563.25 11089.7 5553.12 9.71 -1.718 0.000 0.605 60.00 -45.43 -38.71 -1.00 -3109.7 -0.02 3109.72 5049.68 2524.84 10683.1 5349.50 11.61 -1.896 0.000 0.591 65.00 -43.58 -38.12 -1.00 -2916.1 -0.02 2916.19 4971.29 2485.64 10280.5 5147.92 13.69 -2.075 -0.001 0.575 70.00 -41.77 -37.53 -1.00 -2725.5 -0.02 2725.58 4891.33 2445.66 9882.29 4948.49 15.96 -2.254 -0.001 0.560 75.00 -40.00 -36.94 -1.00 -2537.9 -0.03 2537.92 4809.80 2404.90 9488.55 4751.33 18.41 -2.433 -0.001 0.543 80.00 -38.26 -36.34 -1.00 -2353.2 -0.03 2353.22 4726.70 2363.35 9099.56 4556.54 21.06 -2.611 -0.001 0.525 85.00 -36.56 -35.75 -1.00 -2171.5 -0.03 2171.50 4642.04 2321.02 8715.55 4364,25 23.89 -2.789 -0.001 0.506 90.00 -34.93 -35.12 -1.00 -1992.7 -0.03 1992.77 4555.82 2277.91 8336.73 4174.56 26.90 -2.965 -0.001 0.485 92.00 -32.44 -33.10 -0.50 -1921.1 0.00 1921.10 4520.89 2260.44 8186.70 4099.44 28.16 -3.036 -0.001 0.476 93.75 -31.88 -32.88 -0.50 -1863.1 -0.01 1863.18 4490.12 2245.06 8056.16 4034.07 29.28 -3.099 -0.001 0.469 95.00 -31.17 -32.75 -0.50 -1822.0 -0.01 1822.07 4468.02 2234.01 7963.33 3987.58 30.10 -3.143 -0.001 0.464 99.75 -28.71 -32.07 -0.50 -1666.5 -0.01 1666.51 3653.35 1826.67 6478.28 3243.96 33.31 -3.307 -0.001 0.522 100.00 -28.59 -32.08 -0.50 -1658.4 -0.01 1658.49 3649.96 1824.98 6463.57 3236.59 33.49 -3.316 -0.001 0.521 105.00 -27.19 -31.48 -0.50 -1498.0 -0.01 1498.08 3581.25 1790.63 6171.38 3090.28 37.06 -3.502 -0.001 0.493 110.00 -25.83 -30.88 -0.50 -1340.6 -0.01 1340.66 3510.98 1755.49 5883.11 2945.93 40.82 -3.683 -0.001 0.463 115.00 -24.50 -30.29 -0.50 -1186.2 -0.02 1186.25 3439.14 1719.57 5598.97 2803.65 44.77 -3.859 -0.001 0.431 120.00 -23.20 -29.69 -0.50 -1034.8 -0.02 1034.81 3365.73 1682,87 5319.21 2663.56 48.90 -4.027 -0.001 0.396 125.00 -21.94 -29.10 -0.50 -886.35 -0.02 886.35 3290.76 1645.38 5044.03 2525.77 53.20 -4.186 -0.001 0.358 130.00 -18.13 -24.34 -0.50 -740.85 -0.03 740.85 3204.00 1602.00 4758.48 2382.78 57.66 -4.333 -0.001 0.317 135.00 -16.97 -23.76 -0.50 -619.14 -0.03 619.14 3102.32 1551.16 4459.76 2233.19 62.27 -4.468 4002 0.283 140.00 -13.64 -17.67 -0.50 -500.36 -0.03 500.36 3000.64 1500.32 4170.72 2088.46 67.02 -4.591 -0.002 0.244 142.75 -13.09 -17.36 -0.50 -451.76 -0.03 451.76 2944.72 1472.36 4015.87 2010.92 69.68 -4.654 -0.002 0.229 145.00 -12.40 -17.08 -0.50 -412.70 -0.03 412.70 2898.96 1449.48 3891.36 1948.57 71.88 -4.704 -0.002 0.216 147.25 -11.72 -16.81 -0.50 -374.27 -0.03 374.27 1774.96 887.48 2399.50 1201.53 74.11 -4.752 -0.002 0.318 150.00 -11.31 -16.52 -0.50 -328.05 -0.04 328.05 1752.91 876.46 2323.79 1163.62 76.86 -4.806 -0.002 0.289 155.00 -10.62 -15.99 -0.50 -245.47 -0.04 245.47 1711.62 855.81 2187.55 1095.40 81.95 -4.927 -0.002 0.231 160.00 -7.38 -10.65 -0.50 -165.54 -0.04 165.54 1668.76 834.38 2053.31 1028.18 87.16 -5.024 -0.002 0.166 165.00 -6.82 -10.14 -0.50 -112.30 -0.04 112.30 1624.34 812.17 1921.31 962.08 92.46 -5.097 -0.003 0.121 170.00 -3.06 -4.04 -0.50 -61.58 -0.04 61.58 1578.35 789.17 1791,75 897.21 97.82 -5.149 -0.003 0.071 175.00 -2.65 -3.57 -0.50 -41.40 -0.04 41.40 1530.79 765.40 1664.88 833.68 103.23 -5.184 -0.003 0.051 180.00 -2.25 -3.11 -0.50 -23.56 -0.04 23.56 1481.67 740.83 1540.90 771.60 108.66 -5.208 -0.004 0.032 185.00 -1.88 -2.68 -0.50 -7.99 -0.05 7.99 1427.20 713.60 1416.30 709.20 114.12 -5.222 -0.004 0.013 187.00 0.00 -2.50 -0.51 -2.63 0.00 2.63 1400,09 700.04 1362.73 682.38 116.30 -5.224 -0.004 0.004 Copynght©2018 by Tower Engineering Solutions. LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C III oil Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B -Competent Rock IES Gh: 1.1 Topography: 1 Struct Class: II Page: 16 TLmer Engineering Solmiau Load Case: 0.9D+ 1.6W 97 mph Wind `L Iterations 24 Dead Load Factor 0.90 Wind Load Factor 1.60 Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (so (sf) (Ib) (Ib) (Ib) 0.00 1.00 0.85 19.450 21.40 490.97 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 19.450 21.40 482.27 0.650 0.000 5.00 27.207 17.68 605.4 0.0 1550.5 10.00 1.00 0.85 19.450 21.40 473.57 0.650 0.000 5.00 26.721 17.37 594.6 0.0 1522.5 15.00 1.00 0.86 19.690 21.66 467.73 0.650 0.000 5.00 26.234 17.05 590.9 0.0 1494.6 20.00 1.00 0.91 20.851 22.94 472.30 0.650 0.000 5.00 25.748 16.74 614.2 0.0 1466.6 25.00 1.00 0.95 21.810 23.99 473.83 0.650 0.000 5.00 25.261 16.42 630.3 0.0 1438.7 30.00 1.00 0.99 22.632 24.90 473.30 0.650 0.000 5.00 24.775 16.10 641.4 0.0 1410.8 35.00 1.00 1.02 23.356 25.69 471.27 0.650 0.000 5.00 24.288 15.79 649.0 0.0 1382.8 40.00 1.00 1.05 24.004 26.40 468.10 0.650 0.000 5.00 23.802 15.47 653.6 0.0 1354.9 45.00 1.00 1.07 24.593 27.05 464.02 0.650 0.000 5.00 23.315 15.15 656.0 0.0 1326.9 46.25 Bot-Section 2 1.00 1.08 24.732 27.21 462.88 0.650 0.000 1.25 5.753 3.74 162.8 0.0 327.4 50.00 1.00 1.10 25.133 27.65 459.20 0.650 0.000 3.75 17.353 11.28 499.0 0.0 1836.7 53.25 Top-Section 1 1.00 1.11 25.462 28.01 455.72 0.650 0.000 3.25 14.818 9.63 431.6 0.0 1568.0 55.00 1.00 1.12 25.633 28.20 461.35 0.650 0.000 1.75 7.894 5.13 231.5 0.0 393.5 60.00 1.00 1.14 26.099 28.71 455.44 0.650 0.000 5.00 22.226 14.45 663.6 0.0 1107.7 65.00 1.00 1.16 26.535 29.19 449.07 0.650 0.000 5.00 21.739 14.13 659.9 0.0 1083.2 70.00 1.00 1.18 26.946 29.64 442.30 0.650 0.000 5.00 21.253 13.81 655.1 0.0 1058.8 75.00 1.00 1.19 27.335 30.07 435.16 0.650 0.000 5.00 20.766 13.50 649.4 0.0 1034.3 80.00 1.00 1.21 27.704 30.47 427.70 0.650 0.000 5.00 20.280 13.18 642.7 0.0 1009.9 85.00 1.00 1.23 28.056 30.86 419.96 0.650 0.000 5.00 19.793 12.87 635.3 0.0 985.4 90.00 1.00 1.24 28.391 31.23 411.95 0.650 0.000 5.00 19.307 12.55 627.1 0.0 961.0 92.00 Appurtenance(s) 1.00 1.25 28.522 31.37 408.68 0.650 0.000 2.00 7.586 4.93 247.5 0.0 377.5 93.75 Bot-Section 3 1.00 1.25 28.634 31.50 405.79 0.650 0.000 1.75 6.574 4.27 215.4 0.0 327.1 95.00 1.00 1.25 28.713 31.58 403.70 0.650 0.000 1.25 4.739 3.08 155.7 0.0 434.3 99.75 Top-Section 2 1.00 1.27 29.006 31.91 395.67 0.650 0.000 4.75 17.730 11.52 588.3 0.0 1624.3 100.00 1.00 1.27 29.021 31.92 402.17 0.650 0.000 0.25 0.921 0.60 30.6 0.0 39.3 105.00 1.00 1.28 29.318 32.25 393.54 0.650 0.000 5.00 18.165 11.81 609.2 0.0 775.6 110.00 1.00 1.29 29.604 32.56 384.72 0.650 0.000 5.00 17.678 11.49 598.7 0.0 754.7 115.00 1.00 1.31 29.880 32.87 375.72 0.650 0.000 5.00 17.192 11.17 587.7 0.0 733.7 120.00 1.00 1.32 30.147 33.16 366.56 0.650 0.000 5.00 16.705 10.86 576.1 0.0 712.7 125.00 1.00 1.33 30.405 33.45 357.25 0.650 0.000 5.00 16.219 10.54 564.1 0.0 691.8 130.00 Appurtenance(s) 1.00 1.34 30.655 33.72 347.79 0.650 0.000 5.00 15.732 10.23 551.7 0.0 670.8 135.00 1.00 1.35 30.898 33.99 338.20 0.650 0.000 5.00 15.246 9.91 538.9 0.0 649.9 140.00 Appurtenance(s) 1.00 1.36 31.133 34.25 328.48 0.650 0.000 5.00 14.759 9.59 525.7 0.0 628.9 142.75 Bot-Section 4 1.00 1.37 31.260 34.39 323.08 0.650 0.000 2.75 7.910 5.14 282.9 0.0 337.0 145.00 1.00 1.37 31.362 34.50 318.63 0.650 0.000 2.25 6A58 4.20 231.7 0.0 455.1 147.25 Top-Section 3 1.00 1.37 31.464 34.61 314.17 0.650 0.000 2.25 6.359 4.13 228.9 0.0 448.0 150.00 1.00 1.38 31.586 34.74 313.50 0.650 0.000 2.75 7.638 4.97 276.0 0.0 217.7 155.00 1.00 1.39 31.803 34.98 303.45 0.650 0.000 5.00 13.511 8.78 491.6 0.0 385.0 160.00 Appurtenance(s) 1.00 1.40 32.015 35.22 293.29 0.650 0.000 5.00 13.025 8.47 477.0 0.0 371.0 165.00 1.00 1.41 32.222 35.44 283.04 0.650 0.000 5.00 12.538 8.15 462.2 0.0 357.0 170.00 Appurtenance(s) 1.00 1.42 32.424 35.67 272.69 0.650 0.000 5.00 12.052 7.83 447.0 0.0 343.0 175.00 1.00 1.43 32.621 35.88 262.25 0.650 0.000 5.00 11.565 7.52 431.6 0.0 329.1 180.00 1.00 1.43 32.814 36.10 251.72 0.650 0.000 5.00 11.079 7.20 415.9 0.0 315.1 185.00 1.00 1.44 33.003 36.30 241.11 0.650 0.000 5.00 10.592 6.88 399.9 0.0 301.1 187.00 Appurtenance(s) 1.00 1.45 33.077 36.38 236.84 0.650 0.000 2.00 4.101 2.67 155.2 0.0 116.5 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIAMA-222-G 3/23/2018 Site Name: South Windsor Exposure: C of (N Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: B-Competent Rock IES Gh: 1.1 Topography: 1 Struct Class: II Page: 17 Tower Engineering Sol Totals: 187.00 21,582.7 36,710.3 Copyright©2018 by Tower Engineering Solutions, LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C III oil Height: 187.00 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: B-Competent Rock IES Gh: 1.1 Topography: 1 Struct Class: II Page: 18 "'"e`Engineering S0' Load Case: 0.9D + 1.6W 97 mph Wind ` Iterations 24 Dead Load Factor 0.90 x Wind Load Factor 1.60 Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc FX Y Z No. (ft) Description Qty (psf) (psf) x Ka Ka (sf) (lb) (ft) (ft) (lb) (lb-ft) (lb-ft) 1 187.00 ANT450F6 1 33.221 36.543 1.00 1.00 1.86 18.90 0.000 3.917 108.75 0.00 425.95 2 187.00 MF-900B 2 33.077 36.385 1.00 1.00 6.90 23.40 2.015 0.000 401.69 505.98 0.00 3 187.00 ANT90OD6-9 2 33.152 36.468 1.00 1.00 1.96 19.80 0.000 2.042 114.36 0.00 233.49 4 187.00 6'Lightning rod 1 33.077 36.385 1.00 1.00 0.38 5.85 0.000 0.000 22.12 0.00 0.00 5 187.00 DB201 2 33.251 36.576 1.00 1.00 7.08 45.00 0.000 4.750 414.34 0.00 1968.11 6 187.00 Low Profile Platform 1 33.077 36.385 1.00 1.00 22.00 1350.00 0.000 0.000 1280.75 0.00 0.00 7 170.00 Cci-HPA-65R-BUU-H6 3 32.424 35.666 0.64 0.75 18.47 137.70 0.000 0.000 1054.27 0.00 0.00 8 170.00 Nokia-CS72188.01 LMU 1 32.424 35.666 1.00 1.00 0.12 0.29 0.000 0.000 6.85 0.00 0.00 9 170.00 Ericsson-RRUS-32 B2 3 32.424 35.666 0.61 0.75 5.49 162.00 0.000 0.000 313.05 0.00 0.00 10 170.00 Quintel-QS66512-2 3 32.424 35.666 0.69 0.75 16.83 299.70 0.000 0.000 960.36 0.00 0.00 11 170.00 Kaelus- 6 32.424 35.666 0.50 0.75 1.30 137.16 0.000 0.000 73.98 0.00 0.00 12 170.00 Ericsson-RRUS-32 3 32.424 35.666 0.50 0.75 4.13 143.10 0.000 0.000 235.71 0.00 0.00 13 170.00 Powerwave-7770 3 32.424 35.666 0.55 0.75 9.03 94.50 0.000 0.000 515.52 0.00 0.00 14 170.00 Css-DBC-750- 3 32.424 35.666 0.50 0.75 0.77 13.18 0.000 0.000 43.87 0.00 0.00 15 170.00 Commscope- 3 32.424 35.666 0.73 0.75 0.11 3.08 0.000 0.000 6.29 0.00 0.00 16 170.00 Raycap- 2 32.424 35.666 1.00 1.00 2.94 59.04 0.000 0,000 167.77 0.00 0.00 17 170.00 Low Profile Platform w/ 1 32.424 35.666 1.00 1.00 27.70 1530.00 0.000 0.000 1580.72 0.00 0.00 18 170.00 Ericsson-RRUS-11 3 32.424 35.666 0.57 0.75 4.31 148.50 0.000 0.000 245.91 0.00 0.00 19 170.00 Cci- 3 32.424 35.666 0.50 0.75 1.72 51.79 0.000 0.000 98.07 0.00 0.00 20 160.00 Double TMA 17/21 3 32.015 35.216 0.54 0.75 0.67 29.70 0.000 0.000 37.48 0.00 0.00 21 160.00 LNX-6515DS 3 32.015 35.216 0.63 0.75 21.56 135.81 0.000 0.000 1214.61 0.00 0.00 22 160.00 AIR 21 134A 1312P 3 32.015 35.216 0.62 0.75 11.32 243.81 0.000 0.000 637.74 0.00 0.00 23 160.00 AIR 21 B2A 134P 3 32.015 35.216 0.62 0.75 11.32 247.05 0.000 0.000 637.74 0.00 0.00 24 160.00 Platform w/Hand Rail 1 32.015 35.216 1.00 1.00 32.00 1440.00 0.000 0.000 1803.08 0.00 0.00 25 160.00 S11B12 3 32.015 35.216 0.56 0.80 4.27 137.70 0.000 0.000 240.59 0.00 0.00 26 140.00 RRH2x60-1900 3 31.133 34.247 0.72 0.80 3.26 52.65 0.000 0.000 178.72 0.00 0.00 27 140.00 RRH2x40-07-U 3 31.133 34.247 0.62 0.80 4.17 136.89 0.000 0.000 228.74 0.00 0.00 28 140.00 LNX-6514DS-AlM 3 31.133 34.247 0.66 0.80 16.27 103.68 0.000 0.000 891.76 0.00 0.00 29 140.00 HBXX-6517DS-A2M 6 31.133 34.247 0.62 0.80 31.60 220.32 0.000 0.000 1731.55 0.00 0.00 30 140.00 Low Profile Platform 1 31.133 34.247 1.00 1.00 22.00 1350.00 0.000 0.000 1205.48 0.00 0.00 31 140.00 KS-24019 6 31.133 34.247 0.75 0.75 0.54 2.70 0.000 0.000 29.59 0.00 0.00 32 140.00 DB-T1-6Z-8AB-OZ 1 31.133 34.247 0.75 0.75 3.07 19.26 0.000 0.000 168.49 0.00 0.00 33 140.00 FD9R6004/2C-3L 6 31.133 34.247 0.56 0.75 1.22 16.74 0.000 0.000 66.58 0.00 0.00 34 140.00 LNX-6514DS-VTM 3 31.133 34.247 0.60 0.75 14.56 89.37 0.000 0.000 797.92 0.00 0.00 35 130.00 TD-RRH8x20-25 3 30.655 33.720 0.55 0.80 6.71 189.00 0.000 0.000 361.85 0.00 0.00 36 130.00 190OMHz RRH 3 30.655 33.720 0.70 0.80 8.03 118.80 0.000 0.000 433.00 0.00 0.00 37 130.00 APXVTM14-C-120 3 30.665 33.720 0.63 0.80 12.02 151.20 0.000 0.000 648.54 0.00 0.00 38 130.00 APXVSPP18-C-A20 3 30.655 33.720 0.66 0.80 15.98 153.90 0.000 0.000 861.94 0.00 0.00 39 130.00 RF Filters 3 30.655 33.720 0.54 0.80 1.50 41.85 0.000 0.000 80.68 0.00 0.00 40 130.00 800 MHz RRH 3 30.655 33.720 0.74 0.80 5.50 143.10 0.000 0.000 296.63 0.00 0.00 41 130.00 80OMHz Filter 3 30.655 33.720 0.55 0.80 1.29 23.76 0.000 0.000 69.69 0.00 0.00 42 130.00 ACU-A20-N 4 30.655 33.720 0.63 0.80 0.35 3.60 0.000 0.000 19.09 0.00 0.00 43 130.00 Low Profile Platform 1 30.655 33.720 1.00 1.00 22.00 1350.00 0.000 0.000 1186.95 0.00 0.00 44 92.00 Low Profile Platform 1 28.522 31.374 1.00 1.00 22.00 1350.00 0.000 0.000 1104.36 0.00 0.00 45 92.00 DB205 1 29.082 31.990 0.80 0.80 1.44 34.20 0.000 9.000 73.70 0.00 663.34 46 92.00 ANT45OY10-WR 1 28.522 31.374 0.80 0.80 0.39 4.50 0.000 0.000 19.68 0.00 0.00 47 92.00 ANT150D3 1 28.838 31.722 0.80 0.80 1.74 16.20 0.000 5.000 88.52 0.00 442.58 Copyright 0 2018 by Tower Engineering Solutions,LLC.All rights reserved. _ L Structure: CT07824-S-SBA Code: EIAMA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B-Competent Rock ES. Gh: 1.1 Topography: 1 StructClass: II Page: 19 Tower Engineering Solution, 48 92.00 ANT4506-9 1 28.713 31.584 0.80 0.80 2.22 16.20 0.000 3.000 111.99 0.00 335.96 49 92.00 MF-900B 2 28.522 31.374 0.80 0.80 5.52 23.40 2.887 0.000 277.09 499.96 0.00 Totals: 12,088.37 23,148.17 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. r TOW d►nnti F�.►r�a SLlmmarV Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00(ft) Crest Height: 0.00 IES Base Elev: 1.000(ft) Site Class: B-Competent Rock Gh: 1.1 Topography: 1 StructClass: 11 Page: 20 To%er[ngineenngSoluuons Load Case: 0.91) + 1.6W 97 mph Wind ` Iterations 24 Dead Load Factor 0.90 x Wind Load Factor 1.60 Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (it) Description (lb) (lb) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 605.39 1781.60 0.00 0.00 10.00 594.56 1753.65 0.00 0.00 15.00 590.95 1725.71 0.00 0.00 20.00 614.16 1697.77 0.00 0.00 25.00 630.27 1669.83 0.00 0.00 30.00 641.45 1641.89 0.00 0.00 35.00 648.96 1613.95 0.00 0.00 40.00 653.62 1586.00 0.00 0.00 45.00 655.96 1558.06 0.00 0.00 46.25 162.77 385.15 0.00 0.00 50.00 498.95 2010.09 0.00 0.00 53.25 431.64 1718.24 0.00 0.00 55.00 231.48 474.35 0.00 0.00 60.00 663.59 1338.78 0.00 0.00 65.00 659.92 1314.33 0.00 0.00 70.00 655.15 1289.88 0.00 0.00 75.00 649.39 1265.43 0.00 0.00 80.00 642.74 1240.98 0.00 0.00 85.00 635.28 1216.54 0.00 0.00 90.00 627.08 1192.09 0.00 0.00 92.00 (7)attachments 1922.87 1914.49 499.96 1441.88 93.75 215.36 406.52 0.00 0.00 95.00 155.66 490.96 0.00 0.00 99.75 588.34 1839.75 0.00 0.00 100.00 30.58 50.67 0.00 0.00 105.00 609.24 1002.43 0.00 0.00 110.00 598.71 981.47 0.00 0.00 115.00 587.65 960.51 0.00 0.00 120.00 576.12 939.56 0.00 0.00 125.00 564.13 918.60 0.00 0.00 130.00 (26)attachments 4510.09 3072.85 0.00 0.00 135.00 538.88 862.01 0.00 0.00 140.00 (32)attachments 5824.49 2832.66 0.00 0.00 142.75 282.88 419.64 0.00 0.00 145.00 231.69 522.70 0.00 0.00 147.25 228.89 515.63 0.00 0.00 150.00 276.01 300.35 0.00 0.00 155.00 491.57 535.26 0.00 0.00 160.00 (16)attachments 5048.27 2755.36 0.00 0.00 165.00 462.18 446.21 0.00 0.00 170.00 (37)attachments 5749.40 3212.27 0.00 0.00 175.00 431.59 338.98 0.00 0.00 180.00 415.88 325.01 0.00 0.00 185.00 399.91 311.04 0.00 0.00 187.00 (9)attachments 2497.18 1583.45 505.98 2627.55 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. • II Structure: CT07824-S-SBA Code: EIAMA-222-G 3/23/2018 Site Name: South Windsor Exposure: C III oil Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B-Competent Rock IES Gh: 1.1 Topography: 1 StructClass: II Page: 21 To%erEnginceringSo Totals: 44,730.86 56,012.71 1,005.95 4,069.43 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. I I Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00 (ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B-Competent Rock IES. Gh: 1.1 Topography: 1 Struct Class: II Page: 22 Tuwer Engineering Solutions Load Case: 0.9D + 1.6W 97 mph Wind ' Iterations 24 Dead Load Factor 0.90 x Wind Load Factor 1.60 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) (deg) Ratio_ 0.00 -55.95 -44.80 -0.99 -5582.5 -0.01 5582.55 7001.91 3500.96 18524.4 9276.01 0.00 0.000 0.000 0.610 5.00 -54.06 -44.33 -0.99 -5358.5 -0.01 5358.54 6919.93 3459.96 17978.0 9002.40 0.08 -0.145 0.000 0.603 10.00 -52.20 -43.87 -0.99 -5136.8 -0.01 5136.87 6836.37 3418.19 17435.4 8730.69 0.31 -0.293 0.000 0.596 15.00 -50.36 -43.40 -0.99 -4917.5 -0.01 4917.54 6751.25 3375.63 16896.9 8461.01 0.70 -0.442 0.000 0.589 20.00 -48.55 -42.90 -0.99 -4700.5 -0.01 4700.56 6664.57 3332.28 16362.6 8193.47 1.24 -0.593 0.000 0.581 25.00 -46.78 -42.37 -0.99 -4486.0 -0.01 4486.07 6576.31 3288.16 15832.7 7928.16 1.94 -0.745 0.000 0.573 30.00 -45.03 41.83 -0.99 -4274.2 -0.01 4274.22 6486.49 3243.25 15307.6 7665.22 2.81 -0.899 0.000 0.565 35.00 -43.32 41.27 -0.99 -4065.0 -0.01 4065.07 6395.11 3197.55 14787.5 7404.75 3.83 -1.055 0.000 0.556 40.00 -41.63 40.70 -0.99 -3858.7 -0.01 3858.72 6302.15 3151.08 14272.4 7146.85 5.02 -1.212 0.000 0.547 45.00 40.02 -40.08 -0.99 -3655.2 -0.01 3655.21 6207.63 3103.82 13762.8 6891.65 6.38 -1.371 0.000 0.537 46.25 -39.58 -39.96 -1.00 -3605.1 -0.01 3605.11 6183.76 3091.88 13636.3 6828.29 6.74 -1.412 0.000 0.535 50.00 -37.51 -39.49 -1.00 -3455.2 -0.01 3455.25 6111.55 3055.77 13258.8 6639.26 7.90 -1.533 0.000 0.527 53.25 -35.75 -39.06 -1.00 -3326.9 -0.01 3326.92 5153.03 2576.51 11233.0 5624.85 8.98 -1.639 0.000 0.599 55.00 -35.20 -38.89 -1.00 -3258.5 -0.02 3258.57 5126.51 2563.25 11089.7 5553.12 9.59 -1.696 0.000 0.594 60.00 -33.77 -38.29 -1.00 -3064.1 -0.02 3064.14 5049.68 2524.84 10683.1 5349.50 11.47 -1.872 0.000 0.580 65.00 -32.36 -37.68 -1.00 -2872.7 -0.02 2872.71 4971.29 2485.64 10280.5 5147.92 13.52 -2.048 -0.001 0.565 70.00 -30.98 -37.07 -1.00 -2684.3 -0.02 2684.31 4891.33 2445.66 9882.29 4948.49 15.76 -2.224 -0.001 0.549 75.00 -29.63 -36.46 -1.00 -2498.9 -0.02 2498.95 4809.80 2404.90 9488.55 4751.33 18.18 -2.400 -0.001 0.532 80.00 -28.31 -35.86 -1.00 -2316.6 -0.02 2316.63 4726.70 2363.35 9099.56 4656.54 20.79 -2.576 -0.001 0.515 85.00 -27.02 -35.25 -1.00 -2137.3 -0.03 2137.36 4642.04 2321.02 8715.55 4364.25 23.58 -2.751 -0.001 0.496 90.00 -25.78 -34.62 -1.00 -1961.1 -0.03 1961.13 4555.82 2277.91 8336.73 4174.56 26.56 -2.924 -0.001 0.476 92.00 -23.93 -32.62 -0.50 -1890.4 0.00 1890.45 4520.89 2260.44 8186.70 4099.44 27.80 -2.995 -0.001 0.467 93.75 -23.51 -32.41 -0.50 -1833.3 0.00 1833.36 4490.12 2245.06 8056.16 4034.07 28.91 -3.056 -0.001 0.460 95.00 -22.97 -32.27 -0.50 -1792.8 0.00 1792.85 4468.02 2234.01 7963.33 3987.58 29.71 -3.100 -0.001 0.455 99.75 -21.12 -31.61 -0.50 -1639.5 -0.01 1639.58 3653.35 1826.67 6478.28 3243.96 32.88 -3.261 -0.001 0.512 100.00 -21.02 -31.61 -0.50 -1631.6 -0.01 1631.68 3649.96 1824.98 6463.57 3236.59 33.05 -3.269 -0.001 0.510 105.00 -19.95 -31.01 -0.50 -1473.6 -0.01 1473.62 3581.25 1790.63 6171.38 3090.28 36.57 -3.452 -0.001 0,483 110.00 -18.92 -30.41 -0.50 -1318.5 -0.01 1318.58 3510.98 1755.49 5883.11 2945.93 40.28 -3.631 -0.001 0.453 115.00 -17.91 -29.81 -0.50 -1166.5 -0.01 1166.54 3439.14 1719.57 5598.97 2803.65 44.18 -3.804 -0.001 0.422 120.00 -16.93 -29.22 -0.50 -1017.4 -0.02 1017.48 3365.73 1682.87 5319.21 2663.56 48.25 -3.969 -0.001 0.387 125.00 -15.98 -28.64 -0.50 -871.37 -0.02 871.37 3290.76 1645.38 5044.03 2525.77 52.49 -4.125 -0.001 0.350 130.00 -13.19 -23.94 -0.50 -728.19 -0.02 728.19 3204.00 1602.00 4758.48 2382.78 56.88 -4.270 -0.001 0.310 135.00 -12.32 -23.37 -0.50 -608.47 -0.03 608.47 3102.32 1551.16 4459.76 2233.19 61.42 -4.403 -0.002 0.277 140.00 -9.92 -17.36 -0.50 -491.62 -0.03 491.62 3000.64 1500.32 4170.72 2088.46 66.10 -4.523 -0.002 0.239 142.75 -9.51 -17.05 -0.50 -443.89 -0.03 443.89 2944.72 1472.36 4015.87 2010.92 68.72 -4.586 -0.002 0.224 145.00 -8.99 -16.79 -0.50 -405.52 -0.03 405.52 2898.96 1449.48 3891.36 1948.57 70.89 -4.634 -0.002 0.211 147.25 -8.48 -16.52 -0.50 -367.75 -0.03 367.75 1774.96 887.48 2399.50 1201.53 73.08 -4,681 -0.002 0.311 150.00 -8.18 -16.24 -0.50 -322.31 -0.03 322.31 1752.91 876.46 2323.79 1163.62 75.79 -4.735 -0.002 0.282 155.00 -7.66 -15.72 -0.50 -241.13 -0.04 241.13 1711.62 855.81 2187.55 1095.40 80.81 -4.854 -0.002 0.225 160.00 -5.33 -10.46 -0.50 -162.55 -0.04 162.55 1668.76 834.38 2053.31 1028.18 85.94 -4.949 -0.002 0.161 165.00 -4.91 -9.96 -0.50 -110.26 -0.04 110.26 1624.34 812.17 1921.31 962.08 91.16 -5.021 -0.003 0.118 170.00 -2.22 -3.96 -0.50 -60.43 -0.04 60.43 1578.35 789.17 1791.75 897.21 96.44 -5.071 -0.003 0.069 175.00 -1.92 -3.50 -0.50 -40.65 -0.04 40.65 1530.79 765.40 1664.88 833.68 101.77 -5.105 -0.003 0.050 180.00 -1.63 -3.06 -0.50 -23.16 -0.04 23.16 1481.67 740.83 1540.90 771.60 107.12 -5.130 -0.004 0.031 185.00 -1.35 -2.63 -0.50 -7.89 -0.04 7.89 1427.20 713.60 1416.30 709.20 112.50 -5.143 -0.004 0.012 187.00 0.00 -2.50 -0.51 -2.63 0.00 2.63 1400.09 700.04 1362.73 682.38 114.65 -5.145 -0.004 0.004 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIAfrIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Of oil Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: B-Competent Rock IES Gh: 1.1 Topography: 1 Struct Class: II Page: 23 Tower En¢meenng Sol utions Load Case: 1.2D + 1.ODi + 1.OWi 50 mph Wind 'L Iterations 25 Dead Load Factor 1.20 Wind Load Factor 1.00 r� Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (tb) 0.00 1.00 0.85 5.168 5.68 0.00 1.200 1.410 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 5.168 5.68 0.00 1.200 1.687 5.00 28.613 34.34 195.2 691.1 2758.4 10.00 1.00 0.85 5.168 5.68 0.00 1.200 1.792 5.00 28.214 33.86 192.5 722.5 2752.6 15.00 1.00 0.86 5.232 5.76 0.00 1.200 1.860 5.00 27.784 33.34 191.9 737.5 2730.3 20.00 1.00 0.91 5.540 6.09 0.00 1.200 1.912 5.00 27.341 32.81 199.9 744.7 2700.2 25.00 1.00 0.95 5.795 6.37 0.00 1.200 1.953 5.00 26.889 32.27 205.7 747.2 2665.4 30.00 1.00 0.99 6.013 6.61 0.00 1.200 1.988 5.00 26.431 31.72 209.8 746.5 2627.6 35.00 1.00 1.02 6.206 6.83 0.00 1.200 2.017 5.00 25.969 31.16 212.7 743.6 2587.4 40.00 1.00 1.05 6.378 7.02 0.00 1.200 2.044 5.00 25.505 30.61 214.7 739.0 2545.5 45.00 1.00 1.07 6.534 7.19 0.00 1.200 2.068 5.00 25.038 30.05 216.0 732.9 2502.2 46.25 Bot-Section 2 1.00 1.08 6.571 7.23 0.00 1.200 2.073 1.25 6.185 7.42 53.6 182.8 619.3 50.00 1.00 1.10 6.678 7.35 0.00 1.200 2.089 3.75 18.659 22.39 164.5 552.9 3001.9 53.25 Top-Section 1 1.00 1.11 6.765 7.44 0.00 1.200 2.102 3.25 15.957 19.15 142.5 475.9 2566.5 55.00 1.00 1.12 6.811 7.49 0.00 1.200 2.109 1.75 8.509 10.21 76.5 255.2 779.8 60.00 1.00 1.14 6.934 7.63 0.00 1,200 2.127 5.00 23.998 28.80 219.7 720.4 2197.2 65.00 1.00 1.16 7.050 7.76 0.00 1.200 2.144 5.00 23.526 28.23 218.9 710.8 2155.1 70.00 1.00 1.18 7.160 7.88 0.00 1.200 2.159 5.00 23,052 27.66 217.9 700.7 2112.4 75.00 1.00 1.19 7.263 7.99 0.00 1.200 2.174 5.00 22.578 27.09 216.5 690.0 2069.1 80.00 1.00 1.21 7.361 8.10 0.00 1.200 2.188 5.00 22.103 26.52 214.8 678.8 2025.3 85.00 1.00 1.23 7.454 8.20 0.00 1.200 2.201 5.00 21.627 25.95 212.8 667.2 1981.1 90.00 1.00 1.24 7.544 8.30 0.00 1.200 2.214 5.00 21.151 25.38 210.6 655.2 1936.5 92.00 Appurtenance(s) 1.00 1.25 7.578 8.34 0.00 1.200 2.218 2.00 8.326 9.99 83.3 260.1 763.5 93.75 Bot-Section 3 1.00 1.25 7.608 8.37 0.00 1.200 2.222 1.75 7.223 8.67 72.5 226.1 662.3 95.00 1.00 125 7.629 8.39 0.00 1.200 2.225 1.25 5.202 6.24 52.4 163.3 742.3 99.75 Top-Section 2 1.00 1.27 7.707 8.48 0.00 1.200 2.236 4.75 19.500 23.40 198.4 609.3 2775.0 100.00 1.00 1.27 7.711 8.48 0.00 1.200 2.237 0.25 1.014 1.22 10.3 32.0 84.5 105.00 1.00 1.28 7.790 8.57 0.00 1.200 2.248 5.00 20.038 24.05 206.0 627.8 1661.9 110.00 1.00 1.29 7.866 8.65 0.00 1.200 2.258 5.00 19.560 23.47 203.1 614.5 1620.8 115.00 1.00 1.31 7.939 8.73 0.00 1.200 2.268 5.00 19.082 22.90 200.0 601.1 1579.3 120.00 1.00 1.32 8.010 8.81 0.00 1.200 2.277 5.00 18.603 22.32 196.7 587.3 1537.6 125.00 1.00 1.33 8.079 8.89 0.00 1.200 2.287 5.00 18.124 21.75 193.3 573.4 1495.7 130.00 Appurtenance(s) 1.00 1.34 8.145 8.96 0.00 1.200 2.296 5.00 17.645 21.17 189.7 559.2 1453.6 135.00 1.00 1.35 8.210 9.03 0.00 1.200 2.304 5.00 17.166 20.60 186.0 544.8 1411.3 140.00 Appurtenance(s) 1.00 1.36 8.272 9.10 0.00 1.200 2.313 5.00 16.686 20.02 182.2 530.2 1368.8 142.75 Bot-Section 4 1.00 1.37 8.306 9.14 0.00 1.200 2.317 2.75 8.972 10.77 98.4 287.2 736.5 145.00 1.00 1.37 8.333 9.17 0.00 1.200 2.321 2.25 7.328 8.79 80.6 235.2 842.0 147.25 Top-Section 3 1.00 1.37 8.360 9.20 0.00 1.200 2.324 2.25 7.231 8.68 79.8 232.2 829.5 150.00 1.00 1.38 8.392 9.23 0.00 1.200 2.329 2.75 8.706 10.45 96.4 279.3 569.6 155.00 1.00 1.39 8.450 9.30 0.00 1.200 2.336 5.00 15.458 18.55 172.4 492.8 1006.0 160.00 Appurtenances) 1.00 1.40 8.506 9.36 0.00 1.200 2.343 5.00 14.978 17.97 168.2 477.5 972.2 165.00 1.00 1.41 8.561 9.42 0.00 1.200 2.351 5.00 14.497 17.40 163.8 462.2 938.2 170.00 Appurtenance(s) 1.00 1.42 8.615 9.48 0.00 1.200 2.358 5.00 14.016 16.82 159.4 446.7 904.1 175.00 1.00 1.43 8.667 9.53 0.00 1.200 2.364 5.00 13.535 16.24 154.9 431.0 869.8 180.00 1.00 1.43 8.719 9.59 0.00 1.200 2.371 5.00 13.055 15.67 150.2 415.2 835.4 185.00 1.00 1.44 8.769 9.65 0.00 1.200 2.378 5.00 12.573 15.09 145.5 399.3 800.8 187.00 Appurtenance(s) 1.00 1.45 8.789 9.67 0.00 1.200 2.380 2.00 4.894 5.87 56.8 157.2 312.6 Copyright 0 2018 by Tower Engineering Solutions,LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B-Competent Rock IESM Gh: 1.1 Topography: 1 Struct Class: 11 Page: 24 To%er I ngincering Solutions Totals: 187.00 7,287.0 72,087.1 Copyright 0 2018 by Tower Engineering Solutions,LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C III oil Height: 187.00 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: B - Competent Rock IES Gh: 1.1 Topography: 1 Struct Class: II Page: 25 To%crEngineenngSolutions Load Case: 1.2D + 1.ODi + 1.OWi 50 mph Wind Iterations 25 Dead Load Factor 1.20 a Wind Load Factor 1.00 Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc FX Y Z No. (ft) Description Qty (psf) (psf) x Ka Ka (sf) (lb) (ft) (ft) (Ib) (lb-ft) (lb-ft) 1 187.00 ANT45OF6 1 8.827 9.710 1.00 1.00 5.72 78.08 0.000 3.917 55.56 0.00 217.61 2 187.00 MF-900B 2 8.789 9.668 1.00 1.00 73.40 273.22 2.015 0.000 709.59 1430.1 0.00 3 187.00 ANT90OD6-9 2 8.809 9.690 1.00 1.00 8.52 108.38 0.000 2.042 82.55 0.00 168.53 4 187.00 6'Lightning rod 1 8.789 9.668 1.00 1.00 1.86 52.01 0.000 0.000 18.01 0.00 0.00 5 187.00 DB201 2 8.835 9.718 1.00 1.00 36.78 295.81 0.000 4.750 357.43 0.00 1697.79 6 187.00 Low Profile Platform 1 8.789 9.668 1.00 1.00 46.09 3285.07 0.000 0.000 445.54 0.00 0.00 7 170.00 Cci-HPA-65R-BUU-H6 3 8.615 9.477 0.64 0.75 22.08 1247.51 0.000 0.000 209.22 0.00 0.00 8 170.00 Nokia-CS72188.01 LMU 1 8.615 9.477 1.00 1.00 0.39 1.50 0.000 0.000 3.72 0.00 0.00 9 170.00 Ericsson-RRUS-32 B2 3 8.615 9.477 0.62 0.75 7.57 676.50 0.000 0.000 71.69 0.00 0.00 10 170.00 Quintet-QS66512-2 3 8.615 9.477 0.69 0.75 20.55 1377.88 0.000 0.000 194.71 0.00 0.00 11 170.00 Kaelus- 6 8.615 9.477 0.50 0.75 2.46 279.73 0.000 0.000 23.29 0.00 0.00 12 170.00 Ericsson-RRUS-32 3 8.615 9.477 0.50 0.75 5.66 578.07 0.000 0.000 53.59 0.00 0.00 13 170.00 Powerwave-7770 3 8.615 9.477 0.56 0.75 11.77 718.30 0.000 0.000 111.50 0.00 0.00 14 170.00 Css-DBC-750- 3 8.615 9.477 0.50 0.75 1.85 50.80 0.000 0.000 17.50 0.00 0.00 15 170.00 Commscope- 3 8.615 9.477 0.74 0.75 0.69 12.21 0.000 0.000 6.50 0.00 0.00 16 170.00 Raycap- 2 8.615 9.477 1.00 1.00 4.83 203.89 0.000 0.000 45.78 0.00 0.00 17 170.00 Low Profile Platform w/ 1 8.615 9.477 1.00 1.00 57.74 3944.00 0.000 0.000 547.19 0.00 0.00 18 170.00 Ericsson-RRUS-11 3 8.615 9.477 0.56 0.75 5.78 588.80 0.000 0.000 54.81 0.00 0.00 19 170.00 Cci- 3 8.615 9.477 0.50 0.75 3.29 149.63 0.000 0.000 31.14 0.00 0.00 20 160.00 Double TMA 17/21 3 8.506 9.357 0.56 0.75 1.76 76.61 0.000 0.000 16.46 0.00 0.00 21 160.00 LNX-6515DS 3 8.506 9.357 0.63 0.75 29.92 911.84 0.000 0.000 279.99 0.00 0.00 22 160.00 AIR 21 B4A 82P 3 8.506 9.357 0.62 0.75 14.24 1051.32 0.000 0.000 133.23 0.00 0.00 23 160.00 AIR 21 62A 134P 3 8.506 9.357 0.62 0.75 14.24 1055.64 0.000 0.000 133.23 0.00 0.00 24 160.00 Platform w/Hand Rail 1 8.506 9.357 1.00 1.00 69.50 4139.67 0.000 0.000 650.28 0.00 0.00 25 160.00 S11B12 3 8.506 9.357 0.57 0.80 5.88 571.36 0.000 0.000 55.01 0.00 0.00 26 140.00 RRH2x60-1900 3 8.272 9.099 0.73 0.80 4.95 330.88 0.000 0.000 45.03 0.00 0.00 27 140.00 RRH2x40-07-U 3 8.272 9.099 0.64 0.80 6.98 365.82 0.000 0.000 63.54 0.00 0.00 28 140.00 LNX-6514DS-AlM 3 8.272 9.099 0.68 0.80 24.30 687.51 0.000 0.000 221.10 0.00 0.00 29 140.00 HBXX-6517DS-A2M 6 8.272 9.099 0.63 0.80 47.09 1392.63 0.000 0.000 428A7 0.00 0.00 30 140.00 Low Profile Platform 1 8.272 9.099 1.00 1.00 45.40 3234.45 0.000 0.000 413.15 0.00 0.00 31 140.00 KS-24019 6 8.272 9.099 0.75 0.75 1.77 45.67 0.000 0.000 16.07 0.00 0.00 32 140.00 DB-T1-6Z-8AB-OZ 1 8.272 9.099 0.75 0.75 3.87 153.16 0.000 0.000 35.23 0.00 0.00 33 140.00 FD9R6004/2C-3L 6 8.272 9.099 0.58 0.75 3.28 72.34 0.000 0.000 29.87 0.00 0.00 34 140.00 LNX-6514DS-VTM 3 8.272 9.099 0.61 0.75 21.76 663.69 0.000 0.000 198.01 0.00 0.00 35 130.00 TD-RRH8x20-25 3 8.145 8.960 0.57 0.80 8.77 717.13 0.000 0.000 78.56 0.00 0.00 36 130.00 190OMHz RRH 3 8.145 8.960 0.71 0.80 12.02 495.58 0.000 0.000 107.72 0.00 0.00 37 130.00 APXVTM14-C-120 3 8.145 8.960 0.65 0.80 15.23 875.54 0.000 0.000 136.45 0.00 0.00 38 130.00 APXVSPP18-C-A20 3 8.145 8.960 0.68 0.80 23.86 738.81 0.000 0.000 213.75 0.00 0.00 39 130.00 RF Filters 3 8.145 8.960 0.55 0.80 2.50 193.57 0.000 0.000 22.43 0.00 0.00 40 130.00 800 MHz RRH 3 8.145 8.960 0.74 0.80 8.92 419.36 0.000 0.000 79.88 0.00 0.00 41 130.00 80OMHz Filter 3 8.145 8.960 0.57 0.80 2.78 86.30 0.000 0.000 24.90 0.00 0.00 42 130.00 ACU-A20-N 4 8.145 8.960 0.65 0.80 1.37 22.20 0.000 0.000 12.32 0.00 0.00 43 130.00 Low Profile Platform 1 8.145 8.960 1.00 1.00 45.23 3221.74 0.000 0.000 405.26 0.00 0.00 44 92.00 Low Profile Platform 1 7.578 8.336 1.00 1.00 44.45 3163.75 0.000 0.000 370.54 0.00 0.00 45 92.00 DB205 1 7.727 8.500 0.80 0.80 7.89 102.64 0.000 9.000 67.04 0.00 603.39 46 92.00 ANT450Y10-WR 1 7.578 8.336 0.80 0.80 1.54 25.97 0.000 0 000 12.85 0.00 0.00 47 92.00 ANT150D3 1 7.662 8.429 0.80 0.80 10.38 93.67 0.000 5.000 87.51 0.00 437.53 Copyright©2018 by Tower Engineering Solutions. LLC.All rights reserved. Dis _rptE.Qnnurtana .n J�nrcca Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: B-Competent Rock IES Gh: 1.1 Topography: 1 Struct Class: II Page: 26 Towner Engineering Solutions 48 92.00 ANT4506-9 1 7.629 8.392 0.80 0.80 5.30 102.90 0.000 3.000 44.45 0.00 133.36 49 92.00 MF-900B 2 7.578 8.336 0.80 0.80 55.10 252.39 2.887 0.000 459.35 1326.0 0.00 Totals: 39,185.53 7,880.98 Copyright©2018 by Tower Engineenng Solutions,LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00 (ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B-Competent Rock IES Gh: 1.1 Topography: 1 Struct Class: II Page: 27 To%er Enemcenne Solun m. Load Case: 1.2D + 1.ODi+ 1.OWi 50 mph Wind Iterations 25 Dead Load Factor 1.20 Wind Load Factor 1.00 Z/ Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) Description (lb) (lb) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 195.19 3066.57 0.00 0.00 10.00 192.47 3060.76 0.00 0.00 15.00 191.88 3038.47 0.00 0.00 20.00 199.94 3008.37 0.00 0.00 25.00 205.68 2973.62 0.00 0.00 30.00 209.80 2935.72 0.00 0.00 35.00 212.73 2895.55 0.00 0.00 40.00 214.73 2853.63 0.00 0.00 45.00 215.96 2810.33 0.00 0.00 46.25 53.65 696.34 0.00 0.00 50.00 164.48 3233.02 0.00 0.00 53.25 142.50 2766.85 0.00 0.00 55.00 76.50 887.68 0.00 0.00 60.00 219.67 2505.40 0.00 0.00 65.00 218.94 2463.28 0.00 0.00 70.00 217.86 2420.54 0.00 0.00 75.00 216.46 2377.26 0.00 0.00 80.00 214.77 2333.49 0.00 0.00 85.00 212.81 2289.29 0.00 0.00 90.00 210.62 2244.69 0.00 0.00 92.00 (7)attachments 1125.02 4628.12 1326.09 1174.28 93.75 72.53 768.13 0.00 0.00 95.00 52.39 817.94 0.00 0.00 99.75 198.38 3062.28 0.00 0.00 100.00 10.32 99.60 0.00 0.00 105.00 206.04 1964.34 0.00 0.00 110.00 203.09 1923.17 0.00 0.00 115.00 199.97 1881.74 0.00 0.00 120.00 196.69 1840.06 0.00 0.00 125.00 193.27 1798.15 0.00 0.00 130.00 (26)attachments 1270.98 8526.27 0.00 0.00 135.00 186.02 1694.14 0.00 0.00 140.00 (32)attachments 1632.66 8597.76 0.00 0.00 142.75 98.37 846.69 0.00 0.00 145.00 80.60 932.17 0.00 0.00 147.25 79.79 919.73 0.00 0.00 150.00 96.44 679.77 0.00 0.00 155.00 172.42 1206.45 0.00 0.00 160.00 (16)attachments 1436,38 8979.04 0.00 0.00 165.00 163.83 1057.12 0.00 0.00 170.00 (37)attachments 1530.03 10851.79 0.00 0.00 175.00 154.86 882.98 0.00 0.00 180.00 150.24 848.57 0.00 0.00 185.00 145.54 814.04 0.00 0.00 187.00 (9)attachments 1725.45 4410.40 1430.12 2083.93 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. Toxal mjmaru Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 '' (' Site Name: South Windsor Exposure: C Height: 187.00(ft) Crest Height: 0.00 IES Base Elev: 1.000 (ft) Site Class: B-Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 28 T°""""g'""""b Sol Totals: 15,167.96 1717,891- 2,756.20 3,258.21 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIAITIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: B - Competent Rock IES. Gh: 1.1 Topography: 1 Struct Class: II Page: 29 "'"`'`F"gi"em"`S"IOno Load Case: 1.2D + 1.ODi + 1.OWi 50 mph Wind ' Iterations 25 Dead Load Factor 1.20 a Wind Load Factor 1.00 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) (deg) Ratio 0.00 -120.8 -15.23 -2.75 -2019.9 -0.03 2019.96 7001.91 3500.96 18524.4 9276.01 0.00 0.000 0.000 0.235 5.00 -117.8 -15.14 -2.75 -1943.8 -0.03 1943.83 6919.93 3459.96 17978.0 9002.40 0.03 -0.053 0.000 0.233 10.00 -114.7 -15.05 -2.75 -1868.1 -0.03 1868.15 6836.37 3418.19 17435.4 8730.69 0.11 -0.106 0.000 0.231 15.00 -111.6 -14.96 -2.75 -1792.9 -0.03 1792.91 6751.25 3375.63 16896.9 8461.01 0.25 -0.160 0.000 0.228 20.00 -108.6 -14.85 -2.75 -1718.1 -0.03 1718.13 6664.57 3332.28 16362.6 8193.47 0.45 -0.216 0.000 0.226 25.00 -105.6 -14.74 -2.75 -1643.8 -0.03 1643.87 6576.31 3288.16 15832.7 7928.16 0.71 -0.271 0.000 0.223 30.00 -102.7 -14.61 -2.75 -1570.1 -0.03 1570.19 6486.49 3243.25 15307.6 7665.22 1.02 -0.328 -0.001 0.221 35.00 -99.81 -14.48 -2.75 -1497.1 -0.03 1497.12 6395.11 3197.55 14787.5 7404.75 1.40 -0.385 -0.001 0.218 40.00 -96.94 -14.35 -2.75 -1424.7 -0.03 1424.71 6302.15 3151.08 14272.4 7146.85 1.83 -0.443 -0.001 0.215 45.00 -94.13 -14.17 -2.75 -1352.9 -0.03 1352.98 6207.63 3103.82 13762.8 6891.65 2.33 -0.502 -0.001 0.212 46.25 -93.42 -14.16 -2.75 -1335.2 -0.03 1335.27 6183.76 3091.88 13636.3 6828.29 2.46 -0.517 -0.001 0.211 50.00 -90.18 -14.03 -2.75 -1282.1 -0.03 1282.18 6111.55 3055.77 13258.8 6639.26 2.88 -0.562 -0.001 0.208 53.25 -87.41 -13.90 -2.75 -1236.5 -0.03 1236.59 5153.03 2576.51 11233.0 5624.85 3.28 -0.601 -0.001 0.237 55.00 -86.51 -13.88 -2.75 -1212.2 -0.03 1212.26 5126.51 2563.25 11089.7 5553.12 3.50 -0.623 -0.001 0.235 60.00 -83.99 -13.73 -2.75 -1142.8 -0.04 1142.84 5049.68 2524.84 10683.1 5349.50 4.19 -0.688 -0.001 0.230 65.00 -81.52 -13.58 -2.75 -1074.1 -0.04 1074.18 4971.29 2485.64 10280.5 5147.92 4.95 -0.754 -0.001 0.225 70.00 -79.08 -13.42 -2.75 -1006.3 -0.04 1006.31 4891.33 2445.66 9882.29 4948.49 5.77 -0.820 -0.002 0.220 75.00 -76.69 -13.25 -2.75 -939.23 -0.04 939.23 4809.80 2404.90 9488.55 4751.33 6.67 -0.886 -0.002 0.214 80.00 -74.35 -13.09 -2.75 -872.97 -0.04 872.97 4726.70 2363.35 9099.56 4556.54 7.63 -0.952 -0.002 0.207 85.00 -72.05 -12.92 -2.75 -807.54 -0.04 807.54 4642.04 2321.02 8715.55 4364.25 8.66 -1.018 -0.002 0.201 90.00 -69.80 -12.72 -2.75 -742.96 -0.04 742.96 4555.82 2277.91 8336.73 4174.56 9.76 -1.083 -0.002 0.193 92.00 -65.19 -11.54 -1.43 -716.35 -0.02 716.35 4520,89 2260,44 8186.70 4099.44 10.22 -1.110 -0.003 0.189 93.75 -64.42 -11.47 -1.43 -696.16 -0.02 696.16 4490.12 2245.06 8056.16 4034.07 10.64 -1.133 -0.003 0.187 95.00 -63.59 -11.45 -1.43 -681.82 -0.02 681.82 4468.02 2234.01 7963.33 3987.58 10.93 -1.150 -0.003 0.185 99.75 -60.53 -11.22 -1.43 -627-46 -0.02 627.46 3653.35 1826.67 6478.28 3243.96 12.11 -1.211 -0.003 0.210 100.00 -60.42 -11.24 -1.43 -624.65 -0.02 624.65 3649.96 1824.98 6463,57 3236.59 12.17 -1.215 -0.003 0.210 105.00 -58.45 -11.07 -1.43 -568.43 -0.02 568.43 3581.25 1790.63 6171.38 3090.28 13.48 -1.285 -0.003 0.200 110.00 -56.52 -10.89 -1.43 -513.10 -0.03 513.10 3510.98 1755.49 5883.11 2945.93 14.87 -1.354 -0.003 0.190 115.00 -54.63 -10.71 -1.43 -458.66 -0.03 458.66 3439.14 1719.57 5598.97 2803.65 16.32 -1.422 -0.003 0.180 120.00 -52.78 -10.52 -1.43 -405.14 -0.03 405.14 3365.73 1682.87 5319.21 2663.56 17.85 -1.487 -0.004 0.168 125.00 -50.98 -10.33 -1.43 -352.54 -0.03 352.54 3290.76 1645.38 5044.03 2525.77 19.44 -1.550 -0.004 0.155 130.00 -42.48 -8.87 -1.43 -300.87 -0.03 300.87 3204.00 1602.00 4758.48 2382.78 21.09 -1.609 -0.004 0.140 135.00 -40.79 -8.67 -1.43 -256.52 -0.04 256.52 3102.32 1551.16 4459.76 2233.19 22.81 -1.664 -0.004 0.128 140.00 -32.24 -6.81 -1.43 -213.15 -0.04 213.15 3000.64 1500.32 4170.72 2088.46 24.58 -1.716 -0.005 0.113 142.75 -31.39 -6.70 -1.43 -194.42 -0.04 194.42 2944.72 1472.36 4015.87 2010.92 25.58 -1.743 -0.005 0.107 145.00 -30.46 -6.60 -1.43 -179.35 -0.04 179.35 2898,96 1449.48 3891.36 1948.57 26.40 -1.764 -0.005 0.103 147.25 -29.54 -6.51 -1.43 -164.49 -0.04 164.49 1774.96 887.48 2399.50 1201.53 27.24 -1.785 -0.005 0.154 15&00 -28.86 -6.41 -1.43 -146.60 -0.04 146.60 1752.91 876.46 2323.79 1163.62 28.27 -1.809 -0.005 0.143 155.00 -27.65 -6.22 -1.43 -114.56 -0.04 114.56 1711.62 855.81 2187.55 1095.40 30.20 -1.865 -0.006 0.121 160.00 -18.72 -4.50 -1.43 -83.46 -0.04 83.46 1668.76 834.38 2053.31 1028.18 32.18 -1.911 -0.007 0.092 165.00 -17.67 -4.31 -1.43 -60.94 -0.05 60.94 1624.34 812.17 1921.31 962.08 34.20 -1.949 -0.007 0.074 170.00 -6.88 -2.42 -1.43 -39.36 -0.05 39.36 1578.35 789.17 1791.75 897.21 36.26 -1.979 -0.008 0.048 175.00 -6.00 -2.23 -1.43 -27.28 -0.05 27.28 1530.79 765.40 1664.88 833.68 38.35 -2.001 -0.009 0.037 180.00 -5.16 -2.05 -1.43 -16.12 -0.05 16.12 1481.67 740.83 1540.90 771.60 40.45 -2.018 -0.010 0.024 185.00 -4.35 -1.88 -1.43 -5.84 -0.05 5.85 1427.20 713.60 1416.30 709.20 42.57 -2.027 -0.012 0.011 187.00 0.00 -1.73 -1.43 -2.08 000 2.08 1400.09 700.04 1362.73 682.38 43.42 -2.029 -0.012 0.003 Copyright©2018 by Tower Engineering Solutions, LLC.All rights reserved. SeS[[11C.Sa'�LiCtIRi3t F��r_ca�,f,� Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C III oil Height: 187.00 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: B-Competent Rock IES Gh: 1.1 Topography: 1 Struet Class: II Page: 30 To%erEngineermutiolutions Load Case: 1.2D + 1.0E Y Iterations 21 Gust Response Factor 1.10 Sds 0.12 s Ss 0.18 Dead Load Factor 1.20 Seismic Load Factor 1.00 SO 0.04 S1 0.06 Wind Load Factor 0.00 Structure Frequency 0.31 SA 0.01 Seismic Importance Factor 1.00 Top Lateral Elev Wz Fs (ft) Description (lb) a b c (lb) R: 1.50 0.00 0.00 0.00 0.01 0.00 0.00 5.00 1722.7 0.00 0.03 0.02 25.00 10.00 1691.6 0.01 0.05 0.03 32.55 15.00 1660.6 0.01 0.06 0.03 36.10 20.00 1629.6 0.02 0.07 0.04 37.68 25.00 1598.5 0.04 0.07 0.04 38.26 30.00 1567.5 0.05 0.07 0.04 38.39 35.00 1536.4 0.07 0.07 0.04 38.36 40.00 1505.4 0.09 0.07 0.04 38.34 45.00 1474.3 0.11 0.07 0.04 38.37 46.25 Bot-Section 2 363.74 0.12 0.07 0.03 9.52 50.00 2040.8 0.14 0.07 0.03 54.30 53.25 Top-Section 1 1742.2 0.16 0.07 0.03 46.97 55.00 437.17 0.17 0.07 0.03 11.86 60.00 1230.7 0.20 0.06 0.02 33.77 65.00 1203.5 0.23 0.06 0.02 32.85 70.00 1176.3 0.27 0.05 0.02 31.01 75.00 1149.2 0.31 0.04 0.01 27.78 80.00 1122.0 0.35 0.03 0.01 22.68 85.00 1094.9 0.40 0.02 0.01 15.35 90.00 1067.7 0.44 0.00 0.01 5.94 92.00 Appurtenance(s) 2024.4 0.46 0.00 0.01 3.44 93.75 Bot-Section 3 363.48 0.48 -0.01 0.01 -0.66 95.00 482.50 0.49 -0.01 0.01 -2.09 99.75 Top-Section 2 1804.7 0.54 -0.03 0.01 -24.60 100.00 43.70 0.55 -0.03 0.01 -0.62 105.00 861.80 0.60 -0.05 0.01 -19.13 110.00 838.51 0.66 -0.07 0.02 -23.37 115.00 815.23 0.72 -0.09 0.03 -25.24 120.00 791.94 0.78 -0.11 0.05 -25.07 125.00 768.66 0.85 -0.12 0.07 -23.21 130.00 Appurtenance(s) 3162.2 0.92 -0.12 0.09 -84.52 135.00 722.09 0.99 -0.11 0.13 -15.43 140.00 Appurtenance(s) 2911.7 1.06 -0.09 0.17 -41.28 142.75 Bot-Section 4 374.42 1.10 -0.07 0.19 -3.53 145.00 505.63 1.14 -0.04 0.21 -2.60 147.25 Top-Section 3 497.77 1.18 -0.02 0.24 -0.24 150.00 241.87 1.22 0.02 0.27 1.39 155.00 427.74 1.30 0.12 0.34 7.91 160.00 Appurtenance(s) 2894.5 1.39 0.26 0.42 96.04 165.00 396.69 1.47 0.44 0.51 19.77 170.00 Appurtenance(s) 3470.0 1.56 0.67 0.62 237.65 175.00 365.64 1.66 0.96 0.75 32.62 180.00 350.12 1.75 1.33 0.90 39.23 185.00 334.60 1.85 1.78 1.07 45.85 187.00 Appurtenance(s) 1754.9 1.89 1.98 1.14 259.08 Copyright©2018 by Tower Engineering Solutions,LLC.AN rights reserved. Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 '' Site Name: South Windsor Exposure: C Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B-Competent Rock IES Gh: 1.1 Topography: 1 Struct Class: II Page: 31 To"erFngmccnocSol Totals: 54,220.8 1,066.4 Total Wind: 44,730.9 Seismic Base Shear is Less Than 50%of Wind Force-An Analysis is NOT Required Copyright®2018 by Tower Engineering Solutions,LLC.All rights reserved. r Structure: CT07824-S-SBA Code: EIAlTIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: B-Competent Rock IES. Gh: 1.1 Topography: 1 Struct Class: II Page: 32 To,ktrGugmcerh,ESolutions Load Case: 1.2D + 1.0E ' Iterations 21 Gust Response Factor 1.10 Sds 0.12 '� Ss 0.18 Dead Load Factor 1.20 Seismic Load Factor 1.00 Sd1 0.04 ` S1 0.06 Wind Load Factor 0.00 Structure Frequency 0.31 SA 0.01 Seismic Importance Factor 1.00 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) (deg) Ratio_ 0.00 -74.68 -1.36 0.00 -164.37 0.00 164.37 7001.91 3500.96 18524.4 9276.01 0.00 0.00 0.028 5.00 -72.31 -1.34 0.00 -157.57 0.00 157.57 6919.93 3459.96 17978.0 9002.40 0.00 0.00 0.028 10.00 -69.97 -1.31 0.00 -150.86 0.00 150.86 6836.37 3418.19 17435.4 8730.69 0.01 -0.01 0.028 15.00 -67.67 -1.28 0.00 -144.30 0.00 144.30 6751.25 3375.63 16896.9 8461.01 0.02 -0.01 0.027 20.00 -65.40 -1.25 0.00 -137.89 0.00 137.89 6664.57 3332.28 16362.6 8193.47 0.04 -0.02 0.027 25.00 -63.18 -1.21 0.00 -131.65 0.00 131.65 6576.31 3288.16 15832.7 7928.16 0.06 -0.02 0.026 30.00 -60.99 -1.18 0.00 -125.58 0.00 125.58 6486.49 3243.25 15307.6 7665.22 0.08 -0.03 0.026 35.00 -58.84 -1.15 0.00 -119.68 0.00 119.68 6395.11 3197.55 14787.5 7404.75 0.11 -0.03 0.025 40.00 -56.72 -1.11 0.00 -113.96 0.00 113.96 6302.15 3151.08 14272.4 7146.85 0.15 -0.04 0.025 45.00 -54.64 -1.07 0.00 -108.41 0.00 108.41 6207.63 3103.82 13762.8 6891.65 0.19 -0.04 0.025 46.25 -54.13 -1.07 0.00 -107.07 0.00 107.07 6183.76 3091.88 13636.3 6828.29 0.20 -0.04 0.024 50.00 -51.45 -1.01 0.00 -103.07 0.00 103.07 6111.55 3055.77 13258.8 6639.26 0.23 -0.05 0.024 53.25 -49.16 -0.97 0.00 -99.78 0.00 99.78 5153.03 2576.51 11233.0 5624.85 0.26 -0.05 0.027 55.00 -48.53 -0.96 0.00 -98.09 0.00 98.09 5126.51 2563.25 11089.7 5553.12 0.28 -0.05 0.027 60.00 -46.74 -0.93 0.00 -93.31 0.00 93.31 5049.68 2524.84 10683.1 5349.50 0.34 -0.06 0.027 65.00 -44.99 -0.89 0.00 -88.69 0.00 88.69 4971.29 2485.64 10280.5 5147.92 0.40 -0.06 0.026 70.00 -43.27 -0.87 0.00 -84.21 0.00 84.21 4891.33 2445.66 9882.29 4948.49 0.46 -0.07 0.026 75.00 -41.58 -0.84 0.00 -79.88 0.00 79.88 4809.80 2404.90 9488.55 4751.33 0.54 -0.07 0.025 80.00 -39.93 -0.82 0.00 -75.68 0.00 75.68 4726.70 2363.35 9099.56 4556.54 0.62 -0.08 0.025 85.00 -38.31 -0.81 0.00 -71.59 0.00 71.59 4642.04 2321.02 8715.55 4364.25 0.70 -0.08 0.025 90.00 -36.72 -0.80 0.00 -67.56 0.00 67.56 4555.82 2277.91 8336.73 4174.56 0.79 -0.09 0.024 92.00 -34.16 -0.79 0.00 -65.96 0.00 65.96 4520.89 2260.44 8186.70 4099.44 0.83 -0.09 0.024 93.75 -33.62 -0.79 0.00 -64.57 0.00 64.57 4490.12 2245.06 8056.16 4034.07 0.86 -0.09 0.023 95.00 -32.97 -0.80 0.00 -63.57 0.00 63.57 4468.02 2234.01 7963.33 3987.58 0.89 -0.10 0.023 99.75 -30.51 -0.79 0.00 -59.80 0.00 59.80 3653.35 1826.67 6478.28 3243.96 0.98 -0.10 0.027 100.00 -30.45 -0.79 0.00 -59.60 0.00 59.60 3649.96 1824.98 6463.57 3236.59 0.99 -0.10 0.027 105.00 -29.11 -0.80 0.00 -55.63 0.00 55.63 3581.25 1790.63 6171.38 3090.28 1.10 -0.11 0.026 110.00 -27.80 -0.80 0.00 -51.65 0.00 51.65 3510.98 1755.49 5883.11 2945.93 1.22 -0.12 0.025 115.00 -26.52 -0.80 0.00 -47.67 0.00 47.67 3439.14 1719.57 5598.97 2803.65 1.34 -0.12 0.025 120.00 -25.27 -0.80 0.00 -43.68 0.00 43.68 3365.73 1682.87 5319.21 2663.56 1.47 -0.13 0.024 125.00 -24.04 -0.80 0.00 -39.70 0.00 39.70 3290.76 1645.38 5044.03 2525.77 1.61 -0.14 0.023 130.00 -19.95 -0.79 0.00 -35.71 0.00 35.71 3204.00 1602.00 4758.48 2382.78 1.76 -0.14 0.021 135.00 -18.80 -0.79 0.00 -31.76 0.00 31.76 3102.32 1551.16 4459.76 2233.19 1.91 -0.15 0.020 140.00 -15.02 -0.78 0.00 -27.82 0.00 27.82 3000.64 1500.32 4170.72 2088.46 2.07 -0.16 0.018 142.75 -14.46 -0.78 0.00 -25.67 0.00 25.67 2944.72 1472.36 4015.87 2010.92 2.16 -0.16 0.018 145.00 -13.76 -0.78 0.00 -23.92 0.00 23.92 2898.96 1449.48 3891.36 1948.57 2.24 -0.16 0.017 147.25 -13.08 -0.78 0.00 -22.17 0.00 22.17 1774.96 887.48 2399.50 1201.53 2.31 -0.17 0.026 150.00 -12.67 -0.78 0.00 -20.03 0.00 20.03 1752.91 876.46 2323.79 1163.62 2.41 -0.17 0.024 155.00 -11.96 -0.77 0.00 -16.15 0.00 16.15 1711.62 855.81 2187.55 1095.40 2.59 -0.18 0.022 160.00 -8.29 -0.66 0.00 -12.31 0.00 12.31 1668.76 834.38 2053.31 1028.18 2.78 -0.18 0.017 165.00 -7.69 -0.64 0.00 -9.01 0.00 9.01 1624.34 812.17 1921.31 962.08 2.97 -0.19 0.014 170.00 -3.41 -0.39 0.00 -5.81 0.00 5.81 1578.35 789.17 1791.75 897.21 3.17 -0.19 0.009 175.00 -2.96 -0.35 0.00 -3.87 0.00 3.87 1530.79 765.40 1664.88 833.68 3.38 -0.20 0.007 180.00 -2.52 -0.31 0.00 -2.10 0.00 2.10 1481.67 740.83 1540.90 771.60 3.58 -0.20 0.004 185.00 -2.11 -0.27 0.00 -0.53 0.00 0.53 1427.20 713.60 1416.30 709.20 3.79 -0.20 0.002 187.00 0.00 -0.26 0.00 0.00 0.00 0.00 1400.09 700.04 1362.73 682.38 3.87 -0.20 0.000 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. y Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B-Competent Rock IES. Gh: 1.1 Topography: 1 Struct Class: II Page: 33 Tower r ""`n"`SOLM0111 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. Seisr�nic9Ae � 1d� Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C ��� ��� Height: 187.00 (ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B-Competent Rock ES. Gh: 1.1 Topography: 1 Struct Class: II Page: 34 Tower Engineering Solutions Load Case: 0.9D+ 1.0E Y Iterations 21 Gust Response Factor 1.10 Sds 0.12 " Ss 0.18 Dead Load Factor 0.90 Seismic Load Factor 1.00 Sd1 0.04 S1 0.06 Wind Load Factor 0.00 Structure Frequency 0.31 SA 0.01 Seismic Importance Factor 1.00 Top Lateral Elev Wz Fs (ft) Description (lb) a b c (lb) R: 1.60 0.00 0.00 0.00 0.01 0.00 0.00 5.00 1722.7 0.00 0.03 0.02 25.00 10.00 1691.6 0.01 0.05 0.03 32.55 15.00 1660.6 0.01 0.06 0.03 36.10 20.00 1629.6 0.02 0.07 0.04 37.68 25.00 1598.5 0.04 0.07 0.04 38.26 30.00 1567.5 0.05 0.07 0.04 38.39 35.00 1536.4 0.07 0.07 0.04 38.36 40.00 1505.4 0.09 0.07 0.04 38.34 45.00 1474.3 0.11 0.07 0.04 38.37 46.25 Bot-Section 2 363.74 0.12 0.07 0.03 9.52 50.00 2040.8 0.14 0.07 0.03 54.30 53.25 Top-Section 1 1742.2 0.16 0.07 0.03 46.97 55.00 437.17 0.17 0.07 0.03 11.86 60.00 1230.7 0.20 0.06 0.02 33.77 65.00 1203.5 0.23 0.06 0.02 32.85 70.00 1176.3 0.27 0.05 0.02 31.01 75.00 1149.2 0.31 0.04 0.01 27.78 80.00 1122.0 0.35 0.03 0.01 22.68 85.00 1094.9 0.40 0.02 0.01 15.35 90.00 1067.7 0.44 0.00 0.01 5.94 92.00 Appurtenance(s) 2024.4 0.46 0.00 0.01 3.44 93.75 Bot-Section 3 363.48 0.48 -0.01 0.01 -0.66 95.00 482.50 0.49 -0.01 0.01 -2.09 99.75 Top-Section 2 1804.7 0.54 -0.03 0.01 -24.60 100.00 43.70 0.55 -0.03 0.01 -0.62 105.00 861.80 0.60 -0.05 0.01 -19.13 110.00 838.51 0.66 -0.07 0.02 -23.37 115.00 815.23 0.72 -0.09 0.03 -25.24 120.00 791.94 0.78 -0.11 0.05 -25.07 125.00 768.66 0.85 -0.12 0.07 -23.21 130.00 Appurtenance(s) 3162.2 0.92 -0.12 0.09 -84.52 135.00 722.09 0.99 -0.11 0.13 -15.43 140.00 Appurtenance(s) 2911.7 1.06 -0.09 0.17 -41.28 142.75 Bot-Section 4 374.42 1.10 -0.07 0.19 -3.53 145.00 505.63 1.14 -0.04 0.21 -2.60 147.25 Top-Section 3 497.77 1.18 -0.02 0.24 -0.24 150.00 241.87 1.22 0.02 0.27 1.39 155.00 427.74 1.30 0.12 0.34 7.91 160.00 Appurtenances) 2894.5 1.39 0.26 0.42 96.04 165.00 396.69 1.47 0.44 0.51 19.77 170.00 Appurtenance(s) 3470.0 1.56 0.67 0.62 237.65 175.00 365.64 1.66 0.96 0.75 32.62 180.00 350.12 1.75 1.33 0.90 39.23 185.00 334.60 1.85 1.78 1.07 45.85 187.00 Appurtenance(s) 1754.9 1.89 1.98 1.14 259.08 Copyright C 2018 by Tower Engineering Solutions,LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B-Competent Rock IES Gh: 1.1 Topography: 1 Struct Class: If Page: 35 Towcr Fnemccring Solmion, Totals: 54,220.8 1,066.4 Total Wind: 44,730.9 Seismic Base Shear is Less Than 50%of Wind Force-An Analysis is NOT Required Copyright 0 2018 by Tower Engineering Solutions, LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIA/TIA-222-13 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00(ft) Crest Height: 0.00 �1 C Base Elev: 1.000(ft) Site Class: B-Competent Rock IES. Gh: 1.1 Topography: 1 Struct Class: II Page: 36 To%erFnginceringSoluions Load Case: 0.91) + 1.0E ' Iterations 21 Gust Response Factor 1.10 Sds 0.12 x Ss 0.18 Dead Load Factor 0.90 Seismic Load Factor 1.00 Sd1 0.04 ` S1 0.06 Wind Load Factor 0.00 Structure Frequency 0.31 SA 0.01 Seismic Importance Factor 1.00 Sag Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) (deg) Ratio 0.00 -56.01 -1.36 0.00 -162.50 0.00 162.50 7001.91 3500.96 18524.4 9276.01 0.00 0.00 0.026 5.00 -54.23 -1.34 0.00 -155.71 0.00 155.71 6919.93 3459.96 17978.0 9002.40 0.00 0.00 0.025 10.00 -52.48 -1.31 0.00 -149.01 0.00 149.01 6836.37 3418.19 17435.4 8730.69 0.01 -0.01 0.025 15.00 -50.75 -1.28 0.00 -142.47 0.00 142.47 6751.25 3375.63 16896.9 8461.01 0.02 -0.01 0.024 20.00 -49.05 -1.24 0.00 -136.08 0.00 136.08 6664.57 3332.28 16362.6 8193.47 0.04 -0.02 0.024 25.00 -47.38 -1.21 0.00 -129.87 0.00 129.87 6576.31 3288.16 15832.7 7928.16 0.06 -0.02 0.024 30.00 -45.74 -1.17 0.00 -123.83 0.00 123.83 6486.49 3243.25 15307.6 7665.22 0.08 -0.03 0.023 35.00 -44.13 -1.14 0.00 -117.98 0.00 117.98 6395.11 3197.55 14787.5 7404.75 0.11 -0.03 0.023 40.00 -42.54 -1.10 0.00 -112.29 0.00 112.29 6302.15 3151.08 14272.4 7146.85 0.15 -0.04 0.022 45.00 -40.98 -1.06 0.00 -106.79 0.00 106.79 6207.63 3103.82 13762.8 6891.65 0.19 -0.04 0.022 46.25 -40.60 -1.05 0.00 -105.46 0.00 105.46 6183.76 3091.88 13636.3 6828.29 0.20 -0.04 0.022 50.00 -38.59 -1.00 0.00 -101.51 0.00 101.51 6111.55 3055.77 13258.8 6639.26 0.23 -0.04 0.022 53.25 -36.87 -0.95 0.00 -98.25 0.00 98.25 5153.03 2576.51 11233.0 5624.85 0.26 -0.05 0.025 55.00 -36.40 -0.94 0.00 -96.58 0.00 96.58 5126.51 2563.25 11089.7 5553.12 0.28 -0.05 0.024 60.00 -35.06 -0.91 0.00 -91.86 0.00 91.86 5049.68 2524.84 10683.1 5349.50 0.33 -0.05 0.024 65.00 -33.74 -0.88 0.00 -87.30 0.00 87.30 4971.29 2485.64 10280.5 5147.92 0.39 -0.06 0.024 70.00 -32.45 -0.85 0.00 -82.89 0.00 82.89 4891.33 2445.66 9882.29 4948.49 0.46 -0.07 0.023 75.00 -31.19 -0.83 0.00 -78.63 0.00 78.63 4809.80 2404.90 9488.55 4751.33 0.53 -0.07 0.023 80.00 -29.95 -0.80 0.00 -74.50 0.00 74.50 4726.70 2363.35 9099.56 4556.54 0.61 -0.08 0.023 85.00 -28.73 -0.79 0.00 -70.47 0.00 70.47 4642.04 2321.02 8715.55 4364.25 0.69 -0.08 0.022 90.00 -27.54 -0.79 0.00 -66.52 0.00 66.52 4555.82 2277.91 8336.73 4174.56 0.78 -0.09 0.022 92.00 -25.62 -0.78 0.00 -64.95 0.00 64.95 4520.89 2260.44 8186.70 4099.44 0.82 -0.09 0.022 93.75 -25.22 -0.78 0.00 -63.58 0.00 63.58 4490.12 2245.06 8056.16 4034.07 0.85 -0.09 0.021 95.00 -24.73 -0.78 0.00 -62.61 0.00 62.61 4468.02 2234.01 7963.33 3987.58 0.87 -0.09 0.021 99.75 -22.89 -0.78 0.00 -58.90 0.00 58.90 3653.35 1826.67 6478.28 3243.96 0.97 -0.10 0.024 100.00 -22.83 -0.78 0.00 -58.71 0.00 58.71 3649.96 1824.98 6463.57 3236.59 0.98 -0.10 0.024 105.00 -21.83 -0.78 0.00 -54.81 0.00 54.81 3581.25 1790.63 6171.38 3090.28 1.08 -0.11 0.024 110.00 -20.85 -0.78 0.00 -50.90 0.00 50.90 3510.98 1755.49 5883.11 2945.93 1.20 -0.11 0.023 11&00 -19.89 -0.78 0.00 -47.00 0.00 47.00 3439.14 1719.57 5598.97 2803.65 1.32 -0.12 0.023 120.00 -18.95 -0.78 0.00 -43.09 0.00 43.09 3365.73 1682.87 5319.21 2663.56 1.45 -0.13 0.022 125.00 -18.03 -0.78 0.00 -39.18 0.00 39.18 3290.76 1645.38 5044.03 2525.77 1.59 -0.13 0.021 130.00 -14.96 -0.78 0.00 -35.27 0.00 35.27 3204.00 1602.00 4758.48 2382.78 1.73 -0.14 0.019 135.00 -14.10 -0.78 0.00 -31.39 0.00 31.39 3102.32 1551.16 4459.76 2233.19 1.88 -0.15 0.019 140.00 -11.26 -0.77 0.00 -27.51 0.00 27.51 3000.64 1500.32 4170.72 2088.46 2.04 -0.15 0.017 142.75 -10.84 -0.77 0.00 -25.39 0.00 25.39 2944.72 1472.36 4015.87 2010.92 2.13 -0.16 0.016 145.00 -10.32 -0.77 0.00 -23.66 0.00 23.66 2898.96 1449.48 3891.36 1948.57 2.20 -0.16 0.016 147.25 -9.81 -0.77 0.00 -21.93 0.00 21.93 1774.96 887.48 2399.50 1201.53 2.28 -0.16 0.024 150.00 -9.51 -0.77 0.00 -19.82 0.00 19.82 1752.91 876.46 2323.79 1163.62 2.38 -0.17 0.022 155.00 -8.97 -0.76 0.00 -15.99 0.00 15.99 1711.62 855.81 2187.55 1095.40 2.55 -0.17 0.020 160.00 -6.21 -0.65 0.00 -12.20 0.00 12.20 1668.76 834.38 2053.31 1028.18 2.74 -0.18 0.016 165.00 -5.77 -0.63 0.00 -8.93 0.00 8.93 1624.34 812.17 1921.31 962.08 2.93 -0.19 0.013 170.00 -2.56 -0.39 0.00 -5.77 0.00 5.77 1578.35 789.17 1791.75 897.21 3.13 -0.19 0.008 175.00 -2.22 -0.35 0.00 -3.84 0.00 3.84 1530.79 765.40 1664.88 833.68 3.33 -0.19 0.006 180.00 -1.89 -0.31 0.00 -2.09 0.00 2.09 1481.67 740.83 1540.90 771.60 3.53 -0.20 0.004 185.00 -1.58 -0.26 0.00 -0.53 0.00 0.53 1427.20 713.60 1416.30 709.20 3.74 -0.20 0.002 187.00 0.00 -0.26 0.00 0.00 0.00 0.00 1400.09 700.04 1362.73 682.38 3.82 -0.20 0.000 Copyright©2018 by Tower Engineering Solutions, LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIAlTIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C N� ��� Height: 187.00 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: B-Competent Rock ES Gh: 1.1 Topography: 1 StructClass: II Page: 37 Toeerfn_mccnne Sol ntn,n. Copyright 0 2018 by Tower Engineering Solutions, LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00(ft) Crest Height: 0.00 IES. Base Elev: 1.000(ft) Site Class: B -Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 38 Tower Engineering Solutions Load Case: 1.OD + 1.OW 60 mph Wind ' Iterations 23 Dead Load Factor 1.00 x Wind Load Factor 1.00 Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (SO (sf) (Ib) (Ib) (Ib) 0.00 1.00 0.85 7.442 8.19 303.70 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 7.442 8.19 298.31 0.650 0.000 5.00 27.207 17.68 144.8 0.0 1722.7 10.00 1.00 0.85 7.442 8.19 292.93 0.650 0.000 5.00 26.721 17.37 142.2 0.0 1691.7 15.00 1.00 0.86 7.534 8.29 289.32 0.650 0.000 5.00 26.234 17.05 141.3 0.0 1660.6 20.00 1.00 0.91 7.978 8.78 292.15 0.650 0.000 5.00 25.748 16.74 146.9 0.0 1629.6 25.00 1.00 0.95 8.345 9.18 293.09 0.650 0.000 5.00 25.261 16.42 150.7 0.0 1598.6 30.00 1.00 0.99 8.659 9.53 292.76 0.650 0.000 5.00 24.775 16.10 153.4 0.0 1567.5 35.00 1.00 1.02 8.936 9.83 291.51 0.650 0.000 5.00 24.288 15.79 155.2 0.0 1536.5 40.00 1.00 1.05 9.184 10.10 289.55 0.650 0.000 5.00 23.802 15.47 156.3 0.0 1505.4 45.00 1.00 1.07 9.410 10.35 287.02 0.650 0.000 5.00 23.315 15.15 156.9 0.0 1474.4 46.25 Bot-Section 2 1.00 1.08 9.463 10.41 286.32 0.650 0.000 1.25 5.753 3.74 38.9 0.0 363.7 50.00 1.00 1.10 9.616 10.58 284.04 0.650 0.000 3.75 17.353 11.28 119.3 0.0 2040.8 53.25 Top-Section 1 1.00 1.11 9.742 10.72 281.89 0.650 0.000 3.25 14.818 9.63 103.2 0.0 1742.2 55.00 1.00 1.12 9.807 10.79 285.37 0.650 0.000 1.75 7,894 5.13 55.4 0.0 437.2 60.00 1.00 1.14 9.986 10.98 281.72 0.650 0.000 5.00 22.226 14.45 158.7 0.0 1230.7 65.00 1.00 1.16 10.153 11.17 277.78 0.650 0.000 5.00 21.739 14.13 157.8 0.0 1203.6 70.00 1.00 1.18 10.310 11.34 273.59 0.650 0.000 5.00 21.253 13.81 156.7 0.0 1176.4 75.00 1.00 1.19 10.459 11.50 269.17 0.650 0.000 5.00 20.766 13.50 155.3 0.0 1149.2 80.00 1.00 1.21 10.600 11.66 264.56 0.650 0.000 5.00 20.280 13.18 153.7 0.0 1122.1 85.00 1.00 1.23 10.734 11.81 259.77 0.650 0.000 5.00 19.793 12.87 151.9 0.0 1094.9 90.00 1.00 1.24 10.863 11.95 254.81 0.650 0.000 5.00 19.307 12.55 150.0 0.0 1067.7 92.00 Appurtenance(s) 1.00 1.25 10.913 12.00 252.79 0.650 0.000 2.00 7.586 4.93 59.2 0.0 419.5 93.75 Bot-Section 3 1.00 1.25 10.956 12.05 251.00 0.650 0.000 1.75 6.574 4.27 51.5 0.0 363.5 95.00 1.00 1.25 10.986 12.08 249.71 0.650 0.000 1.25 4.739 3.08 37.2 0.0 482.5 99.75 Top-Section 2 1.00 1.27 11.098 12.21 244.74 0.650 0.000 4.75 17.730 11.52 140.7 0.0 1804.8 100.00 1.00 1.27 11.104 12.21 248.77 0.650 0.000 0.25 0.921 0.60 7.3 0.0 43.7 105.00 1.00 1.28 11.218 12.34 243.43 0.650 0.000 5.00 18.165 11.81 145.7 0.0 861.8 110.00 1.00 1.29 11.327 12.46 237.97 0.650 0.000 5.00 17.678 11.49 143.2 0.0 838.5 115.00 1.00 1.31 11.432 12.58 232.40 0.650 0.000 5.00 17.192 11.17 140.5 0.0 815.2 120.00 1.00 1.32 11.534 12.69 226.74 0.650 0.000 5.00 16.705 10.86 137.8 0.0 791.9 125.00 1.00 1.33 11.633 12.80 220.98 0.650 0.000 5.00 16.219 10.54 134.9 0.0 768.7 130.00 Appurtenance(s) 1.00 1.34 11.729 12.90 215.13 0.650 0.000 5.00 15.732 10.23 131.9 0.0 745.4 135.00 1.00 1.35 11.822 13.00 209.19 0.650 0.000 5.00 15.246 9.91 128.9 0.0 722.1 140.00 Appurtenance(s) 1.00 1.36 11.912 13.10 203.18 0.650 0.000 5.00 14.759 9.59 125.7 0.0 698.8 142.75 Bot-Section 4 1.00 1.37 11.961 13.16 199.84 0.650 0.000 2.75 7.910 5.14 67.6 0.0 374.4 145.00 1.00 1.37 12.000 13.20 197.09 0.650 0.000 2.25 6.458 4.20 55.4 0.0 505.6 147.25 Top-Section 3 1.00 1.37 12.038 13.24 194.33 0.650 0.000 2.25 6.359 4.13 54.7 0.0 497.8 150.00 1.00 1.38 12.085 13.29 193.92 0.650 0.000 2.75 7.638 4.97 66.0 0.0 241.9 155.00 1.00 1.39 12.168 13.39 187.70 0.650 0.000 5.00 13.611 8.78 117.6 0.0 427.7 160.00 Appurtenance(s) 1.00 1.40 12.249 13.47 181.42 0.650 0.000 5.00 13.025 8.47 114.1 0.0 412.2 165.00 1.00 1.41 12.328 13.56 175.08 0.650 0.000 5.00 12.538 8.15 110.5 0.0 396.7 170.00 Appurtenance(s) 1.00 1.42 12.406 13.65 168.67 0.650 0.000 5.00 12.052 7.83 106.9 0.0 381.2 175.00 1.00 1.43 12,481 13.73 162.22 0.650 0.000 5.00 11.565 7.52 103.2 0.0 365.6 180.00 1.00 1.43 12.555 13.81 155.70 0.650 0,000 5.00 11.079 7.20 99.5 0.0 350.1 185.00 1.00 1.44 12.627 13.89 149.14 0.650 0.000 5.00 10.592 6.88 95.6 0.0 334.6 187.00 Appurtenance(s) 1.00 1.45 12.656 13.92 146.50 0.650 0.000 2.00 4.101 2.67 37.1 0.0 129.5 Copynght©2018 by Tower Engineering Solutions,LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIArrIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Nf �H Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: B-Competent Rock ES� Gh: 1.1 Topography: 1 Struct Class: II Page: 39 Tower Engineering Solutions Totals: 187.00 5,161.1 40,789.2 Copyright©2018 by Tower Engineering Solutions. LLC.All rights reserved Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: B-Competent Rock IES Gh:- 1.1 Topography: 1 Struct Class: II Page: 40 To%erEngmcenng Sol unons Load Case: 1.OD + 1.OW 60 mph Wind Iterations 23 Dead Load Factor 1.00 x Wind Load Factor 1.00 Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc FX Y Z No. A Description Qty (psf) (psf) x Ka Ka (sf) (lb) (ft) (ft) (lb) (lb-ft) (lb-ft) 1 187.00 ANT45OF6 1 12.711 13.982 1.00 1.00 1.86 21.00 0.000 3.917 26.01 0.00 101.86 2 187.00 MF-900B 2 12.656 13.921 1.00 1.00 6.90 26.00 2.015 0.000 96.06 193.60 0.00 3 187.00 ANT900136-9 2 12.685 13.953 1.00 1.00 1.96 22.00 0.000 2.042 27.35 0.00 55.84 4 187.00 6'Lightning rod 1 12.656 13.921 1.00 1.00 0.38 6.50 0.000 0.000 5.29 0.00 0.00 5 187.00 DB201 2 12.722 13.995 1.00 1.00 7.08 50.00 0.000 4.750 99.08 0.00 470.64 6 187.00 Low Profile Platform 1 12.656 13.921 1.00 1.00 22.00 1500.00 0.000 0.000 306.27 0.00 0.00 7 170.00 Cci-HPA-65R-BUU-H6 3 12.406 13.646 0.64 0.75 18.47 153.00 0.000 0.000 252.11 0.00 0.00 8 170.00 Nokia-CS72188.01 LMU 1 12.406 13.646 1.00 1.00 0.12 0.32 0.000 0.000 1.64 0.00 0.00 9 170.00 Ericsson-RRUS-32 B2 3 12.406 13.646 0.61 0.75 5.49 180.00 0.000 0.000 74.86 0.00 0.00 10 170.00 Quintel-QS66512-2 3 12.406 13.646 0.69 0.75 16.83 333.00 0.000 0.000 229.65 0.00 0.00 11 170.00 Kaelus- 6 12.406 13.646 0.50 0.75 1.30 152.40 0.000 0.000 17.69 0.00 0.00 12 170.00 Ericsson-RRUS-32 3 12.406 13.646 0.50 0.75 4.13 159.00 0.000 0.000 56.37 0.00 0.00 13 170.00 Powerwave-7770 3 12.406 13.646 0.55 0.75 9.03 105.00 0.000 0.000 123.28 0.00 0.00 14 170.00 Css-DBC-750- 3 12.406 13.646 0.50 0.75 0.77 14.64 0.000 0.000 10.49 0.00 0.00 15 170.00 Commscope- 3 12.406 13.646 0.73 0.75 0.11 3.42 0.000 0.000 1.50 0.00 0.00 16 170.00 Raycap- 2 12.406 13.646 1.00 1.00 2.94 65.60 0.000 0.000 40.12 0.00 0.00 17 170.00 Low Profile Platform w/ 1 12.406 13.646 1.00 1.00 27.70 1700.00 0.000 0.000 378.00 0.00 0.00 18 170.00 Ericsson-RRUS-11 3 12.406 13.646 0.57 0.75 4.31 165.00 0.000 0.000 58.80 0.00 0.00 19 170.00 Cci- 3 12.406 13.646 0.50 0.75 1.72 57.54 0.000 0.000 23.45 0.00 0.00 20 160.00 Double TMA 17/21 3 12.249 13.474 0.54 0.75 0.67 33.00 0.000 0.000 8.96 0.00 0.00 21 160.00 LNX-6515DS 3 12.249 13.474 0.63 0.75 21.56 150.90 0.000 0.000 290.45 0.00 0.00 22 160.00 AIR 21 B4A 132P 3 12.249 13.474 0.62 0.75 11.32 270.90 0.000 0.000 152.50 0.00 0.00 23 160.00 AIR 21 B2A 64P 3 12.249 13.474 0.62 0.75 11.32 274.50 0.000 0.000 152.50 0.00 0.00 24 160.00 Platform w/Hand Rail 1 12.249 13.474 1.00 1.00 32.00 1600.00 0.000 0.000 431.18 0.00 0.00 25 160.00 S11B12 3 12.249 13.474 0.56 0.80 4.27 153.00 0.000 0.000 57.53 0.00 0.00 26 140.00 RRH240-1900 3 11.912 13.103 0.72 0.80 3.26 58.50 0.000 0.000 42.74 0.00 0.00 27 140.00 RRH2x40-07-U 3 11.912 13.103 0.62 0.80 4.17 152.10 0.000 0.000 54.70 0.00 0.00 28 140.00 LNX-6514DS-AIM 3 11.912 13.103 0.66 0.80 16.27 115.20 0.000 0.000 213.25 0.00 0.00 29 140.00 HBXX-6517DS-A2M 6 11.912 13.103 0.62 0.80 31.60 244.80 0.000 0.000 414.07 0.00 0.00 30 140.00 Low Profile Platform 1 11.912 13.103 1.00 1.00 22.00 1500.00 0.000 0.000 288.27 8 0.00 0.00 31 140.00 KS-24019 6 11.912 13.103 0.75 0.75 0.54 3.00 0.000 0.000 7.08 0.00 0.00 32 140.00 DB-T1-6Z-8AB-OZ 1 11.912 13.103 0.75 0.75 3.07 21.40 0.000 0.000 40.29 0.00 0.00 33 140.00 FD9R6004/2C-3L 6 11.912 13.103 0.56 0.75 1.22 18.60 0.000 0.000 15.92 0.00 0.00 34 140.00 LNX-6514DS-VTM 3 11.912 13.103 0.60 0.75 14.56 99.30 0.000 0.000 190.81 0.00 0.00 35 130.00 TD-RRH8x20-25 3 11.729 12.902 0.55 0.80 6.71 210.00 0.000 0.000 86.53 0.00 0.00 36 130.00 190OMHz RRH 3 11.729 12.902 0.70 0.80 8.03 132.00 0.000 0.000 103.54 0.00 0.00 37 130.00 APXVTM14-C-120 3 11.729 12.902 0.63 0.80 12.02 168.00 0.000 0.000 155.09 0.00 0.00 38 130.00 APXVSPP18-C-A20 3 11.729 12.902 0.66 0.80 15.98 171.00 0.000 0.000 206.12 0.00 0.00 39 130.00 RF Filters 3 11.729 12.902 0.54 0.80 1.50 46.50 0.000 0.000 19.29 0.00 0.00 40 130.00 800 MHz RRH 3 11.729 12.902 0.74 0.80 5.50 159.00 0.000 0.000 70.93 0.00 0.00 41 130.00 80OMHz Filter 3 11.729 12.902 0.55 0.80 1.29 26.40 0.000 0.000 16.66 0.00 0.00 42 130.00 ACU-A20-N 4 11.729 12.902 0.63 0.80 0.35 4.00 0.000 0.000 4.57 0.00 0.00 43 130.00 Low Profile Platform 1 11.729 12.902 1.00 1.00 22.00 1500.00 0.000 0.000 283.84 0.00 0.00 44 92.00 Low Profile Platform 1 10.913 12.004 1.00 1.00 22.00 1500.00 0.000 0.000 264.09 0.00 0.00 45 92.00 DB205 1 11.127 12.240 0.80 0.80 1.44 38.00 0.000 9.000 17.63 0.00 158.63 46 92.00 ANT450Y10-WR 1 10.913 12.004 0.80 0.80 0.39 5.00 0.000 0.000 4.71 0.00 0.00 47 92.00 ANT150D3 1 11.034 12.137 0.80 0.80 1.74 18.00 0.000 5.000 21.17 0.00 105.84 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. ' � r Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B-Competent Rock IES Gh: 1.1 Topography: 1 Struct Class: II Page: 41 Tomcr Fngmccnng Solunon. 48 92.00 ANT4506-9 1 10.986 12.085 0.80 0.80 2.22 18.00 0.000 3.000 26.78 0.00 80.34 49 92.00 MF-900B 2 10.913 12.004 0.80 0.80 5.52 26.00 2.887 0.000 66.26 191.29 0.00 Totals: 13,431.52 5,535.48 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. TO F rr-c e� rxm^r Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C III oil Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B-Competent Rock IES Gh: 1.1 Topography: 1 StruetClass: II Page: 42 Tower Engineering Sol tions Load Case: 1.OD + 1.OW 60 mph Wind '� Iterations 23 Dead Load Factor 1.00 x Wind Load Factor 1.00 Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) Description (lb) (lb) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 144.77 1979.55 0.00 0.00 10.00 142.18 1948.50 0.00 0.00 15.00 141.31 1917.46 0.00 0.00 20.00 146.87 1886.41 0.00 0.00 25.00 150.72 1855.37 0.00 0.00 30.00 153.39 1824.32 0.00 0.00 35.00 155.19 1793.27 0.00 0.00 40.00 156.30 1762.23 0.00 0.00 45.00 156.86 1731.18 0.00 0.00 46.25 38.92 427.94 0.00 0.00 50.00 119.32 2233.43 0.00 0.00 53.25 103.22 1909.16 0.00 0.00 55.00 55.36 527.06 0.00 0.00 60.00 158.69 1487.53 0.00 0.00 65.00 157.81 1460.37 0.00 0.00 70.00 156.67 1433.20 0.00 0.00 75.00 155.29 1406.04 0.00 0.00 80.00 153.70 1378.87 0.00 0.00 85.00 151.92 1351.71 0.00 0.00 90.00 149.96 1324.54 0.00 0.00 92.00 (7)attachments 459.82 2127.21 191.29 344.80 93.75 61.50 451.69 0.00 0.00 95.00 37.22 545.51 0.00 0.00 99.75 140.69 2044.16 0.00 0.00 100.00 7.31 56.30 0.00 0.00 105.00 145,69 1113.81 0.00 0.00 110.00 143.17 1090.52 0.00 0.00 115.00 140.53 1067.24 0.00 0.00 120.00 137.77 1043.95 0.00 0.00 125.00 134.90 1020.67 0.00 0.00 130.00 (26)attachments 1078.51 3414.28 0.00 0.00 135.00 128.86 957.79 0.00 0.00 140.00 (32)attachments 1392.83 3147.40 0.00 0.00 142.75 67.65 466.27 0.00 0.00 145.00 55.41 580.78 0.00 0.00 147.25 54.74 572.92 0.00 0.00 150.00 66.00 333.72 0.00 0.00 155.00 117.55 594.74 0.00 0.00 160.00 (16)attachments 1207.21 3061.51 0.00 0.00 165.00 110.52 495.79 0.00 0.00 170.00 (37)attachments 1374.87 3569.19 0.00 0.00 175.00 103.21 376.64 0.00 0.00 180.00 99.45 361.12 0.00 0.00 185.00 95.63 345.60 0.00 0.00 187.00 (9)attachments 597.16 1759.39 193.60 628.33 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIAfrIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: B-Competent Rock IES Gh: 1.1 Topography: 1 Struct Class: II Page: 43 Tower Fnemecnm_'s"17m Totals: 10,696.61 62,236.34 384.89 973.13 Copyright©2018 by Tower Engineering Solutions,LLC.AN rights reserved. Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C Height: 187.00(ft) Crest Height: 0.00 Base Elev: 1.000(ft) Site Class: B-Competent Rock IES. Gh: 1.1 Topography: 1 Struct Class: II Page: 44 TowerE.ngineengsumuom Load Case: 1.OD + 1.OW 60 mph Wind Iterations 23 Dead Load Factor 1.00 Wind Load Factor 1.00 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Sway 7Wist Stress (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (dog) (deg) Ratio 0.00 -62.23 -10.72 -0.38 -1341.1 0.00 1341.11 7001.91 3500.96 18524.4 9276.01 0.00 0.000 0.000 0.153 5.00 -60.25 -10.61 -0.38 -1287.5 0.00 1287.53 6919.93 3459.96 17978.0 9002.40 0.02 -0.035 0.000 0.152 10.00 -58.29 -10.50 -0.38 -1234.5 0.00 1234.50 6836.37 3418.19 17435.4 8730.69 0.07 -0.070 0.000 0.150 15.00 -56.37 -10.39 -0.38 -1182.0 0.00 1182.00 6751.25 3375.63 16896.9 8461.01 0.17 -0.106 0.000 0.148 20.00 -64.48 -10.27 -0.38 -1130.0 0.00 1130.05 6664.57 3332.28 16362.6 8193.47 0.30 -0.142 0.000 0.146 25.00 -52.61 -10.15 -0.38 -1078.6 0.00 1078.68 6576.31 3288.16 15832.7 7928.16 0.47 -0.179 0.000 0.144 30.00 -50.78 -10.03 -0.38 -1027.9 0.00 1027.92 6486.49 3243.25 15307.6 7665.22 0.67 -0.216 0.000 0.142 35.00 -48.98 -9.90 -0.38 -977.79 0.00 977.79 6395.11 3197.55 14787.5 7404.75 0.92 -0.254 0.000 0.140 40.00 -47.22 -9.76 -0.38 -92 1 8 3 0.00 928.31 6302.15 3151.08 14272.4 7146.85 1.21 -0.291 0.000 0.137 45.00 -45.48 -9.61 -0.38 -879.51 0.00 879.51 6207.63 3103.82 13762.8 6891.65 1.53 -0.330 0.000 0.135 46.25 -45.05 -9.59 -0.38 -867.49 0.00 867.49 6183.76 3091.88 13636.3 6828.29 1.62 -0.339 0.000 0.134 50.00 -42.81 -9.48 -0.38 -831.53 0.00 831.53 6111.55 3055.77 13258.8 6639.26 1.90 -0.369 0.000 0.132 53,25 -40.90 -9.37 -0.38 -800.74 0.00 800.74 5153.03 2576.51 11233.0 5624.85 2.16 -0.394 0.000 0.150 55.00 -40.37 -9.33 -0.38 -784.33 0.00 784.33 5126.51 2563.25 11089.7 5553.12 2.31 -0.408 0.000 0.149 60.00 -38.88 -9.19 -0.38 -737.66 0.00 737.66 5049.68 2524.84 10683.1 5349.50 2.76 -0.450 0.000 0.146 65.00 -37.41 -9.05 -0.38 -691.69 0.00 691.69 4971.29 2485.64 10280.5 5147.92 3.25 -0.493 0.000 0.142 70.00 -35.97 -8.91 -0.38 -646.44 0.00 646.44 4891.33 2445.66 9882.29 4948.49 3.79 -0.535 0.000 0.138 75.00 -34.56 -8.77 -0.38 -601.90 0.00 601.90 4809.80 2404.90 9488.55 4751.33 4.37 -0.577 0.000 0.134 80.00 -33.18 -8.62 -0.38 -558.07 0.00 558.07 4726.70 2363.35 9099.56 4556.54 5.00 -0.620 0.000 0.130 85.00 -31.82 -8.48 -0.38 -514.96 0.00 514.96 4642.04 2321.02 8715.55 4364.25 5.67 -0.662 0.000 0.125 90.00 -30.50 -8.33 -0.38 -472.57 0.00 472.57 4555.82 2277.91 8336.73 4174.56 6.39 -0.704 0.000 0.120 92.00 -28.37 -7.85 -0.19 -455.57 0.00 455.57 4520.89 2260.44 8186.70 4099.44 6.69 -0.721 0.000 0.117 93.75 -27.92 -7.80 -0.19 -441.84 0.00 441.84 4490.12 2245.06 8056.16 4034.07 6.95 -0.735 0.000 0.116 95.00 -27.37 -7.77 -0.19 -432.09 0.00 432.09 4468.02 2234.01 7963.33 3987.58 7.15 -0.746 0.000 0.114 99.75 -25.33 -7.61 -0.19 -395.20 0.00 395.20 3653.35 1826.67 6478.28 3243.96 7.91 -0.785 0.000 0.129 100.00 -25.27 -7.61 -0.19 -393.30 0.00 393.30 3649.96 1824.98 6463.57 3236.59 7.95 -0.787 0.000 0.128 105.00 -24.15 -7.47 -0.19 -355.26 0.00 355.26 3581.25 1790.63 6171.38 3090.28 8.80 -0.831 0.000 0.122 110.00 -23.06 -7.32 -0.19 -317.93 0.00 317.93 3510.98 1755.49 5883.11 2945.93 9.69 -0.874 0.000 0.115 115.00 -21.99 -7.18 -0.19 -281.31 0.00 281.31 3439.14 1719.57 5598.97 2803.65 10.63 -0.916 0.000 0.107 120.00 -20.94 -7.04 -0.19 -245.40 0.00 245.40 3365.73 1682.87 5319.21 2663.56 11.61 -0.955 0.000 0.098 125.00 -19.92 -6.90 -0.19 -210.19 0.00 210.19 3290.76 1645.38 5044.03 2525.77 12.63 -0.993 -0.001 0.089 130.00 -16.52 -5.77 -0.19 -175.68 0.00 175.68 3204.00 1602.00 4758.48 2382.78 13.69 -1.028 -0.001 0.079 135.00 -15.56 -5.63 -0.19 -146.82 0.00 146.82 3102.32 1551.16 4459.76 2233.19 14.79 -1.060 -0.001 0.071 140.00 -12.44 -4.19 -0.19 -118.65 0.00 118.65 3000.64 1500.32 4170.72 2088.46 15.91 -1.089 -0.001 0.061 142.75 -11.97 -4.11 -0.19 -107.13 0.00 107.13 2944.72 1472.36 4015.87 2010.92 16.55 -1.104 -0.001 0.057 145.00 -11.39 -4.05 -0.19 -97.87 0.00 97.87 2898.96 1449.48 3891.36 1948.57 17.07 -1.116 -0.001 0.054 147.25 -10.82 -3.99 -0.19 -88.76 0.00 88.76 1774.96 887.48 2399.50 1201.53 17.60 -1.127 -0.001 0.080 150.00 -10.49 -3.92 -0.19 -77.80 0.00 77.80 1752.91 876.46 2323.79 1163.62 18.25 -1.140 -0.001 0.073 155.00 -9.89 -3.79 -0.19 -58.21 0.00 58.21 1711.62 855.81 2187.55 1095.40 19.46 -1.169 -0.001 0.059 160.00 -6.86 -2.52 -0.19 -39.25 0.00 39.25 1668.76 834.38 2053.31 1028.18 20.70 -1.192 -0.001 0.042 165.00 -6.36 -2.41 -0.19 -26.62 0.00 26.62 1624.34 812.17 1921.31 962.08 21.96 -1.209 -0.001 0.032 170.00 -2.82 -0.96 -0.19 -14.59 0.00 14.59 1578.35 789.17 1791.75 897.21 23.23 -1.222 -0.001 0.018 175.00 -2.45 -0.85 -0.19 -9.81 0.00 9.81 1530.79 765.40 1664.88 833.68 24.51 -1.230 -0.001 0.013 180.00 -2.09 -0.74 -0.19 -5.59 0.00 5.59 1481.67 740.83 1540.90 771.60 25.81 -1.236 -0.001 0.009 185.00 -1.75 -0.64 -0.19 -1.90 0.00 1.90 1427.20 713.60 1416.30 709.20 27.10 -1.239 -0.002 0.004 187.00 0.00 -0.60 -0.19 -0.63 0.00 0.63 1400.09 700.04 1362.73 682.38 27.62 -1.239 -0.002 0.001 Copyright©2018 by Tower Engineering Solutions,LLC.All rights reserved. Structure: CT07824-S-SBA Code: EIA/TIA-222-G 3/23/2018 Site Name: South Windsor Exposure: C �N Height: 187.00 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: B -Competent Rock ES Gh: 1.1 Topography: 1 Struet Class: II Page: 45 Tower Engineering Solution. Reactions Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) 1.21)+1.6W 97 mph Wind 44.8 0.00 74.62 0.01 0.99 5642.47 0.91)+1.6W 97 mph Wind 44.8 0.00 55.95 0.01 0.99 5582.55 1.2D+1.013i+1.OVA 50 mph Wind 15.2 0.00 120.88 0.03 2.75 2019.96 1.213+1.0E 1.4 0.00 74.68 0.00 0.00 164.37 0.913+1.0E 1.4 0.00 56.01 0.00 0.00 162.50 1.OD+1.OW 60 mph Wind 10.7 0.00 62.23 0.00 0.38 1341.11 Max Stresses Pu Vu Tu Mu Mu Resultant phi phi phi phi FY(-) FX(-) MY(-) MZ MX Moment Pn Vn Tn Mn Eiev Stress Load Case (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (ft) Ratio 1.213+1.6W 97 mph Wind -74.62 -44.83 -0.99 -5642.4 -0.01 -5642.4 7001.91 3500.9 18524.4 9276.01 0.00 0.619 0.913+1.6W 97 mph Wind -55.95 -44.80 -0.99 -5582.5 -0.01 -5582.5 7001.91 3500.9 18524.4 9276.01 0.00 0.610 1.213+1.ODi+1.OWi 50 mph Wind -87.41 -13.90 -2.75 -1236.5 -0.03 -1236.5 5153.03 2576.5 11233.0 5624.85 53.25 0.237 1.21)+1.0E -74.68 -1.36 0.00 -164.37 0.00 -164.37 7001.91 3500.9 18524.4 9276.01 0.00 0.028 0.9D+1.0E -56.01 -1.36 0.00 -162.50 0.00 -162.50 7001.91 3500.9 18524.4 9276.01 0.00 0.026 1.OD+1.OW 60 mph Wind -62.23 -10.72 -0.38 -1341.1 0.00 -1341.1 7001.91 3500.9 18524.4 9276.01 0.00 0.153 Copyright©2018 by Towner Engineering Solutions,LLC.All rights reserved. . �. III oil Monopole Mat Foundation Design Date 3/23/2018 ECustomer Name: AT&T EIA/TIA Standard: EIA-222-G ►`J1' Site Name: Structure Height(Ft.): 187 Site Number: CT07824-S-SBA Engineer Name: Rama K. 'l'i>Nrr 1.u,inoctiuk 1dwiuu- Engr. Number: 49825 Engineer Login ID: Foundation Info Obtained from: Drawings/Calculations Structure Type: Monopole --- Analysis or Design? Analysis 11.00 10.00 Base Reactions(Factored): 77 WW Axial Load(Kips): 74.6 Shear Force(Kips): 44.8 26 # 4 Uplift Force(Kips): 0.0 Moment(Kips-ft): 5642.5 8.0 42 # 10 42 # 10 Foundation Geometries: 12.0 42 # 10 Mods required-Yes/No 7: No //X,42 # 10 Diameter of Pier(ft.): 8.0 Depth of Base BG(ft.): 12.0 i • I Pier Height A.G.(ft.): 1.00 Thickness of Pad(ft): 2.50 I 2.50 Length of Pad ft): 24.5 Width of Pad ft): 24.5 L Final Length of pad(ft) 24.5 Final width of pad(ft): 24.5 0.0 Control Value for Cell D18: 0 Control Value for Cell F18: 0 Material Properties and Reabr Info: I 8.0 Concrete Strength(psi): 4000 Steel Elastic Modulus: 29000 ksi Vertical bar yield(ksi) 60 Tie steel yield(ksi): 60 24.5 Vertical Rebar Size#: 10 Tie/Stirrup Size#: 4 24.5 I • • W Qty.of Vertical Rebars: 36 Tie Spacing(in): 6.0 -0 Pad Pad Rebar Yield(Ksi): 60 Pad Steel Rebar Size(#): 10 36 # 10 Concrete Cover(in.): 3 Unit Weight of Concrete: 150.0 pcf Rebar at the bottom of the concrete pad: 0.0 Qty.of Rebar in Pad(L): 42 Qty.of Rebar in Pad(W): 42 0.0 10.0 Rebar at the top of the concrete pad: 24.5 L Qty.of Rebar in Pad(L): 42 Qty.of Rebar in Pad(W): 42 Soil Design Parameters: Soil Unit Weight(pcf): 120.0 Soil Buoyant Weight: 50.0 Pcf Water Table B.G.S.(ft): 8.0 Unit Weight of Water: 62.4 pcf Angle from Top of Pad: 30 Ultimate Bearing Pressure(psf): 8000 Ultimate Skin Friction: 0 Psf Angle from Bottm of Pad: 25 Consider Friction for O.T.M.(Y/N): No Consider Friction for bearing(Y/N): No Angle from Bottm of Pad: 25 Consider soil hori.force for O.T.M.: No Reduction factor on the maximum soil bearing pressure: 1.00 Foundation Foundation Anal�is and Design:Design: Uplift Strength Reduction Factor: 0.75 Compression Strength Reduction Factor: 0.75 Total Dry Soil Volume(cu.Ft.): 4399.88 Total Dry Soil Weight(Kips): 527.99 Total Buoyant Soil Volume(cu.Ft.): 889.38 Total Buoyant Soil Weight(Kips): 44.47 Total Effective Soil Weight(Kips): 572.45 Weight from the Concrete Block at Top(K): 0.00 Total Dry Concrete Volume(cu.Ft.): 452.39 Total Dry Concrete Weight(Kips): 67.86 Total Buoyant Concrete Volume(cu.Ft.): 1576.02 Total Buoyant Concrete Weight(Kips): 138.06 Total Effective Concrete Weight(Kips): 205.92 Total Vertical Load on Base(Kips): 852.99 Load/ Check Soil Capacities: Capaary Ratio Calculated Maxium Net Soil Pressure under the base(psf): 4978 < Allowable Factored Soil Bearing(psf): 6000 0.83 OKI Allowable Foundation Overturning Resistance(kips-ft.): 9460.1 > Design Factored Momont(kips-ft): 6225 0.66 OKI Factor of Safety Against Overturning(C.R.Moment/Design Moment): 1.52 OKI TES Engr.Number: 49825 Page 2/2 Date: 3/23/2018 Check the capacities of Reinforcein¢Concrete: Strength reduction factor(Flexure and axial tension): 0.90 Strength reduction factor(Shear): 0.75 Strength reduction factor(Axial compresion): 0.65 Wind Load Factor on Concrete Design: 1.00 Load/ (1)Concrete Pier: c'rtaU. Vertical Steel Rebar Area(sq.in./each): 1.27 Tie/Stirrup Area(sq.in./each): 0.20 Calculated Moment Capacity(Mn,Kips-Ft): 8929.3 > Design Factored Moment(Mu,Kips-F1 6112.9 0.68 OKI Calculated Shear Capacity(Kips): 993.9 > Design Factored Shear(Kips): 44.8 0.05 OKI Calculated Tension Capacity(Tn,Kips): 2468.9 > Design Factored Tension(Tu Kips): 0.0 0.00 OKI Calculated Compression Capacity(Pn,Kips): 12716.4 > Design Factored Axial Load(Pu Kips): 74.6 0.01 OKI Moment 8,Axial Strength Combination(Pu/Pn+Mu/Mn): 0.69 OKI Check Tie Spacing(Design/Required): 0.5 OKI Pier Reinforcement Ratio: 0.006 Reinforcement Ratio is satisfied per ACI (21.Concrete Pad: One-Way Design Shear Capacity(L-Direction,Kips): 735.6 > One-Way Factored Shear(L-D.Kips): 410.8 0.56 OKI One-Way Design Shear Capacity(W-Direction,Kips): 735.6 > One-Way Factored Shear(W-D.,Kips) 410.8 0.56 OKI One-Way Design Shear Capacity(Corner-Corner.Kips): 800.1 > One-Way Factored Shear(C-C,Kips): 646.4 0.81 OKI Lower Steel Pad Reinforcement Ratio(L-Direct.): 0.0069 OKI Lower Steel Pad Reinf.Ratio(W-Direc 0.0069 Lower Steel Pad Moment Capacity(L-Direction.Kips-ft): 5946.5 > Moment at Bottom(L-Direct.K-Ft): 1243.0 0.21 OKI Lower Steel Pad Moment Capacity(W-Direction.Kips-ft): 5946.5 > Moment at Bottom(W-Direct.K-Ft): 1243.0 0.21 OKI Lower Steel Pad Moment Capacity(Corner-Corner,K-ft): 8246.5 > Moment at Bottom(C-C Dir.K-Ft): 1757.8 0.21 OKI Upper Steel Pad Reinforcement Ratio(L-Direct.): 0.0069 OKI Upper Steel Reinf.Ratio(W-Direct.): 0.0069 Upper Steel Pad Moment Capacity(L-Direction.Kips-ft): 5946.5 > Moment at the top (L-Dir Kips-Ft): 784.4 0.13 OKI Upper Steel Pad Moment Capacity(W-Direction.Kips-ft): 5946.5 > Moment at the top (W-Dir Kips-Ft): 784.4 0.13 OKI Upper Steel Pad Moment Capacity(Corner-Corner.K-ft): 8246.5 > Moment at the top (C-C Direc.K-Ft): 588.4 0.07 OKI Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# 15-I IS4 It I�( F Date: Sprinkler# — FINAL APPROVALS S� Estimated Cost $ Building COMPLETE RED BOXED AREAS Permit Fee $ 'd5 _ Occupancy Fee $ Affidavit Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.forCO. SIGN ON REVERSE SIDE 4 Total Fee 1 9.2,; TO THE BUILDI G EPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ :07c,cf-j5-�2 The undersigned hereby applies to do work according to the following: Applicant f� &� ation of Work � _Lot No. Applican 's A dre Ly�L Tel # -ZS%D?7lJ X 3FD Town Zip O//;-j�g . Lic # Owner l Architect 40 A / L Owner's Add/ree_ss,,' _�i /L Architect's Address My--��`�� t- Zip ///�C� _ Zip �� ✓/ Sq. Ft. New Area: 1 st Fl. /V1'r 2nd FI. �✓/� 3rd Fl. -IL Total New Area N Purpose of this permit -� ,[ � �L 1AI#-$ityr-wwof J Woll- —Se 4 Server S 012 Zg Ins: HO TdFtt�� Area Basement Garage Approved by Date . izi • Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of ' South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines, side yard lines,and required distances from all other zones and is located in which this buildi and its use is allowed. Signed �, '�/�/� I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS I October20,2015❑ EN&^ ❑ CONSTRUCTION El Town R3f[5but h ONi ndsor Attn:[BuildingDepartment 0 1540[SUllivanAve SbuthVMndsorXrM74❑ ❑ FED-MobileSteP.7114970ddress[151 Sand MlllFbad,GotAhWndsor,CT ilding[Fi rmitlM500ra66❑ Dear[BuildingDDmmissioner:❑ I fherebyadhoriaelheftansfer[af ithe[general zontractorGhformationion[the,Bui ldingRermit d br[151❑ SbndiMIIFA)ad,[)uth[bllindsor,C MtEuedion[Sbptember►29,2015[tbNortheastbowers,$nc® 0 If Cyoubave[onyquestionA[pleaseMad fteetb[Oontact[ieEhank[you® ChdsJwdine❑ INSPECTION FIELD SHEET 02/19/16 Printed by Peart, Dayshell 09 37:21 INSPECTION: 79374 FINAL PERMIT: STATUS APPLICATION: 201501228 LOC: 151 SAND HILL ROAD SOUTH WINDSOR PROPERTY ID: 79800151 OWNER: SOUTH WINDSOR TOWN OF 56 CONTRACTOR: REQUEST BY: PROJ DESC: ADD 3 NEWER TECHNOLOGY CELL ANTENNAS AND ASSOCIATED WORK ORDER: INSPECTOR: f-ROSE! RESULT: rPASS REQUESTED: 02/16/16 PRIORITY: 1 SCHEDULED: 02/18/16 AM COMPLETED: �02/18/16 UNPAID FEES 00 Date Time MILEAGE: 00 TIME TRAVEL ONSITE COMMENTS CHRIS @ 860-803-4314//three antenaes for T-MOBILE APPLICATION FOR.ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT (ao U D APP 1540 SULLIVAN AVENUE. Bldg:.Permit# 644-2511.ext. 230 Date Building Inspe�aor , Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=-$15.00 Over$1,000= Street No. Street Lot No. $15,00.per$1,000 ,Qo/.e ,Per k or any fraction thereof Tenant Designation Apt:No. APPLICANT j�ti NiYe* . APPLICANT ADDRESS 33 /V w-41e 4-f, APPLICANT'S PHONE# g6 76 9�� r,� �'��' S�e --�.a 3— N S� OWNER Ru: w U ^ , OW OWNER ADDRESS O * F OWNER PHONE ge o '� 6 >6 71 Q ESTIMATED COST$ �-O c 'i V IS THIS A CONTRACT COST? X Yes No FEE ENCLOSED-$ L ly o ' p TYPE OF JOB: CLtSIn `s0R•C0 New Installation Alteration/Addition/Repair Revised 031054 0 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE©F BUR WING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS O. ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE: ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE . ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WERING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS.OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS.OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCLTIAATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK (i(/ v� , y C1'� /'✓C .24 5- THE UNDERSIGNED HEARBYAPPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT L��?✓"�/ l r" DATE BUILDING PERMIT 4 Q QZ STATE OF CONNECTICUT WORKERS'COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn.Gen.Stat§31-286b) Property located at_ /3 5,4vY In the town of .Sa.c a4 Wi D 6 0 7.V Name of building permit applicant: 1`9c P z Please check one: 1._I am the owner of the above property. 2. I am the sole proprietor of a business. 2A.Name of business 1'►7i a�� r/�t ��<< ,� c 2B.Federal Employer Identification Number . ..........................................................................................................:..::..... Pursuant to§31286b,"a�property owner or sole proprietor[who]intends to act as a general contractor or principal employer"may provide either a certificate of workers'compensation insurance or a"sworn,notarized affWavit..stating that he will require proof of wake& compensation insurance for all those employed on the job site in accordance with this chapter." Please check ojme: 1. I do not intend to ad as a general contractor or principal employer. [Sign and stop here) L Signature of applicant 2.._I intend to act as.a general contractor or principal employer Applicant must either Piro"a certificate of workers'compensation insurance or sign the affidavit below. ................................................................................................................... Affidavit I hemby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontrpctor,or other worker.before he/she engages in work on the above property in accordance with the Workers'Compensation Act{Chapter 568). I understand that.pursuant to§3 i-275 COB,officers of a corporation and partners in a pwt mhip m4y elect to be erlccluded from coverage by filing a waiver with the appropriate District Office,and that a sole pmprietor of a.business is not required to'have coverage unless he files his intent to accept coverage. Signature of applicant Subscribed and sworn to before me this day of ;200 . (Notary Public/Commissioner of the Superior Court) Electric # 151 sun 1r� PLjfi-I %�LIPN FOR BUILDING PERMIT Plumbing# HVAC# 14000551 Date: /O •/•/y Sprinkler# Estimated Cost $ /'lg FINAL APPROVALS Permit Fee $ 27 S" Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE t Appr.forCO '� •�' Total Fee $_ _ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ ate �Z7� The undersigned hereby applies to do work according to the following: Applicant josi 5n of Work ' Lot No. Applicant's Address 33AlasTeN pOS�-iCO W=r- SIN 32a , AeA".ltti�TeI # _-sx.dAm X 6219 / Town Zip Lic.# Owner 4ja4fe Architect Owner's Address . Architect's Address f Thf SM4 7� i , _ldf-if- Zip- 2 Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area P ose of this permit City WAt/ Well ❑ Septic g,-,rA_ m�_ Sewer J 7 ! dty 7 Ins: HO S Area Basement Garage Approved by ate Ill- 14 Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which thi buiIdin and its use is allowed. Signed I hereby apply for a Certificate of OccupancX for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS ' INSPECTION FIELD SHEET 01/12/15 Printed'by Peart, Dayshell 14 29 01 INSPECTION: 71013 FOOTING PERMIT: STATUS APPLICATION: 201401427 LOC: 151 SAND HILL ROAD SOUTH WINDSOR PROPERTY ID: 79800151 OWNER: SOUTH WINDSOR TOWN OF 56 CONTRACTOR: REQUEST BY: PROJ DESC: REPLACE 6 EXISTING CELL ANTENNA'S WITH 6 NEWER TECHNOLOGY WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 10/10/14 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 10/10/14 ROSE N/A B002 FOUNDATION 10/10/14 ROSE N/A B003 FRAMING (ROUGH) 10/10/14 ROSE N/A B004 INSULATION 10/10/14 ROSE N/A B005 FIREPLACE / CHIMNEY 10/10/14 ROSE N/A B006 WOOD / rAAS STOVE 11/07/15 DOUG PASS B010 FINAL DREW ® 860-803-4314 01/07/15 ROSE N/A E001 ELECTRIC SERVICE 01/07/15 ROSE N/A E002 ELECTRIC UNDERGROUND 01/07/15 ROSE N/A E003 ELECTRIC ROUGH 10/07/14 SUMM N/A F005 FM PENETRATIONS/SEPERATION 10/07/14 SUMM N/A F010 FM ABOVE CEILING 10/07/14 SUMM N/A F015 FM FIRE ALARM TEST 10/07/14 SUMM N/A F025 FM EMERGENCY/EXIT LIGHTING 10/07/14 SUMM N/A F035 FM EXITS 10/07/14 SUMM N/A F040 CO -FIRE MARSHAL INSPECTION 01/07/15 ROSE N/A H002 HVAC UNDERGROUND 01/07/15 ROSE N/A H003 HVAC ROUGH 01/07/15 ROSE N/A P002 PLUMBING UNDERGROUND 01/07/15 ROSE N/A P003 PLUMBING ROUGH 01/07/15 ROSE N/A P004 PLUMBING GAS TEST INSPECTION FIELD SHEET O1/12/15 Printed;-by"Peart, Dayshell 14:29 01 O1/07/15 ROSE N/A 5002 SPRINKLER UNDERGROUND O1107/15 ROSE N/A S003 SPRINKLER ROUGH O1/07/15 ROSE N/A 5005 HYDRO TEST O1/07/15 ROSE N/A S006 TRIP TEST O1/07/15 ROSE N/A S007 MAIN DRAIN 10/16/14 LIPE PASS Z003 CO PLANNING INSPECTION Electric # 140 C,'I`Z APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# 1 cJ( ,d H 1 ( ( K d — P61 f Ce [Date: 4-2-1 - I It Sprinkler# (900025 1 ��c)v1 Estimated Cost $ 006 FIN PRQ7�A�..,S- Permit Fee $ •� Building 1��ill''//�� COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. SIGN ON REVERSE SIDE Total Fee $ 5'12 TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ \oil The undersigned hereby applies to do work according to the followin Applicant uS-roAl EGc _G Location of Work IrWtcy_,C?ep T Lot No. Applicant's Address Sa /" ✓ 57Qc ey— Tei # 3Lo -6 yj— W/O Town Zip Cr- Lic.# Owner A,i;UCOOX Architect 20•T% C Owner's Address Architect's Address 21 3ol-/ 1AJL6ri✓Cy 4V25 1,fAMDCA/ Zip 4(i S/ S Zip Sq. Ft. New Area: 1 st Fl. 2nd Fl. 3rd Fl. Total New Area Purpose of this permit City Water _] Well ❑ Septic System ❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved by Date Use Group---j?!C--1 Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed-- - -- -- --- DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS ' INSPECTION FIELD SHEET 03/04/15 Printed by Peart, Dayshell 11 22 05 INSPECTION: 67050 FOOTING PERMIT: STATUS: APPLICATION: 201400492 LOC: 151 SAND HILL ROAD SOUTH WINDSOR PROPERTY ID: 79800151 OWNER: SOUTH WINDSOR TOWN OF 56 CONTRACTOR: REQUEST BY: PROJ DESC: STRUCTURAL FOR GENERATOR PAD. WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 03/04/15 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 05/29/14 DOUG PASS B002 FOUNDATION ROB @ 860-748-9599 03/04/15 ROSE N/A B003 FRAMING (ROUGH) 03/04/15 ROSE N/A B004 INSULATION 03/04/15 ROSE N/A B005 FIREPLACE / CHIMNEY 03/04/15 ROSE N/A B006 WOOD / GAS STOVE 03/04/15.,.,_.ROSE N/A - ---B009•- OTHER 3/04/15 DOUG { - PASS BO10 ,.FINAL 5/29/14--"'DOUG -'"-_ -`PASS "'"`_'_E002- ELECTRIC UNDERGROUND 03/04/15 ROSE PASS E010 ELECTRIC FINAL 03/04/15 ROSE PASS P004 PLUMBING GAS TEST Electric # 4PPLhgg'ION FOR BUILDING PERMIT Plumbing# 151 Sand i l l HVAC# 14000073 Date: Z q' Le/ Sprinkler# FINAL APPROVALS Estimated Cost $ j OUV Building COMPLETE RED BOXED AREAS Permit Fee $ la S- Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. SIGN ON REVERSE SIDE Total Fee $ 10A. 2Z� TO THE BUILDING D ARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Location of Work / i, •U/• Lot No. Applicant's Address 3 0 if-.LS'; O-ZFTel # `JOB-25/•012d X3g Y Town Zip jT- Lic.#V6��'«7QZ —�— Owner ' Architect Owner's Address • tclRi efs aLass �^ rrb lb AA* Zip 0aSL Zip Sq.,;Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit f9l &/J/ ** ! City Water❑ Well Septic System ❑ Sewer J ?,e)iL400i Ins: HO SP Area Basement Garage Approved by t z to Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this b Id'ng and' use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITF BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 10/22/14 Printed by Peart, Dayshell it 37 24 INSPECTION: 65582 FOOTING PERMIT: STATUS APPLICATION: 201400184 LOC: 151 SAND HILL ROAD SOUTH WINDSOR PROPERTY ID: 79800151 OWNER: SOUTH WINDSOR TOWN OF 56 CONTRACTOR: REQUEST BY: PROJ DESC: ADD 3 NEWER TECHNOLOGY CELL ANTENNAS TO EXISTING CELL SITE. WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 10/10/14 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 10/10/14 ROSE N/A B002 FOUNDATION 10/10/14 ROSE N/A B003 FRAMING (ROUGH) 10/10/14 ROSE N/A B004 INSULATION 10/10/14 ROSE N/A B005 FIREPLACE / CHIMNEY 10/10/14 ROSE N/A B006 WOOD / GAS STOVE 10/09/14 R BO10 FIN I MI @ 1-207-650-3679//ins a ah o flee antennas > 10/10/14 ROSE N/A E001 ELECTRIC SERVICE 10/10/14 ROSE N/A E002 ELECTRIC UNDERGROUND 10/10/14 ROSE N/A E003 ELECTRIC ROUGH 03/03/14 SUMM N/A F005 FM PENETRATIONS/SEPERATION 03/03/14 SUMM N/A FO10 FM ABOVE CEILING 03/03/14 SUMM N/A F015 FM FIRE ALARM TEST 03/03/14 SUMM N/A F025 FM EMERGENCY/EXIT LIGHTING 03/03/14 SUMM N/A F035 FM EXITS 03/03/14 SUMM N/A F040 CO -FIRE MARSHAL INSPECTION 10/10/14 ROSE N/A H002 HVAC UNDERGROUND 10/10/14 ROSE N/A H003 HVAC ROUGH 10/10/14 ROSE N/A P002 PLUMBING UNDERGROUND 10/10/14 ROSE N/A P003 PLUMBING ROUGH 10/10/14 ROSE N/A P004 PLUMBING GAS TEST INSPECTION FIELD SHEET 10/22/14 Printed by Peart, Dayshell 11 37 24 1 10/10/14 ROSE N/A 5002 SPRINKLER UNDERGROUND 10/10/14 ROSE N/A S003 SPRINKLER ROUGH 10/10/14 ROSE N/A S005 HYDRO TEST 10/10/14 ROSE N/A 5006 TRIP TEST 10/10/14 ROSE N/A S007 MAIN DRAIN 10/22/14 LIPE PASS Z003 CO PLANNING INSPECTION APPLICATION FOR ELECTRICAL PERMIT DEPART T DECISION TOWN OF SOUTH WINDSOR PERMIT# on is ereby: BUILDING DEPARTMENT APPRb 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit#� Date ui ing Inspector Application mast be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS S� �t-4i�v STitt�7'— ��ta�/c,,tcp7�jZ C7— o66yA APPLICANT'S PHONE# q--4 a - y 3 -7i/a �W OWNER To wiv of= S��.r1! bc��;t wort �< OWNER ADDRESS (pj OWNER PHONE C ESTIMATED COST$ 1 q 1 ,OW U IS THIS A CONTRACT COST? Yes No _ FEE ENCCd LOSED$_ I �-�- ° TYPE OF JOB: 001 (� SO R•CO ✓New Installation Alteration/Addition/Repair -5�Z01yoo�19Z Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL I CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑. ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE `�29—/' APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# App1' by: BUILDING DEPARTMENT N a 02�y, D 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date Nilding Inspector �`j 625 Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 15I ^' H i L-4-- Pv, Over$1,000= Street No. Street Lot No. $15.00 per$1,000 ?Lk-.4 c.4iF, �-L-wn ter•► _ or any fraction thereof Tenant Designation Apt.No. APPLICANT kt%4 P 4-t5 ,&+j 1 Cp4, tk Y I c4Eg�S, [�C. APPLICANT ADDRESS q4t, t'-Om►'►'t tAU-L0, SC P,%�,zY, cr cxso 33 APPLICANT'S PHONE# OWNER T0'yjW4.i►�tD5��i2— AtOW N St OWNERADDRESS 154o S��- -Iyw�l AUK OWNER PHONE ESTIMATED COST$ U IS THIS A CONTRACT COST? —' Yes No FEE ENCLOSED$ 'ft-ri--- 13• Z.S TYPE OF JOB: . r �SUROCO New Installation Alteration/Addition/Repair ,2dt4004gZ Revised 03/05/10 APPLICATION FOR HVAC PERMIT(Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: ❑ HEATING ❑ RESIDENTIAL ❑ A/C ❑ COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC Cl WARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL -W OIL-GPM 15 OIL TANK LOCATION: ❑ INSIDE 'W OUTSIDE CAPACITY© G a L ❑ GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP: OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK 4a49W-9- P Ems- k-Jo P_jc)i Lta� c*L- Pi PING THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. PT-4 , .51 G'T CONTRACTORS LICENSE NO, TYPE STATE SIGNATURE OF APPLIC DATE TOWN OF SOUTH WINDSOR AFFIDAVIT OF ACTUAL COSTS PERMIT NO: 1t(dv 2-q DATE 5- /4- The undersigned,being a duly authorized representative of, hi•�>.Lc P M�E'.�bw t Cat. `�V l C.�� c--t�C.� do by this statement, certify that the actual costs shown below, of the project referenced by the Permit Number shown above,are true and accurate. This statement is being made pursuant to the Town of South Windsor Ordinance, Article II, Section 14-31, (a)thru(e), (see attached). t understand that verification for accuracy of actual costs may be made at any time by the Building Official ttxough an appraisal of the work at the expense of the property owner. hereby certify that the actual cost of the work performed under this permit is: S 485,W Signature of Permit Holder. Name(Please Print) G-'G*.4 P Date: ................................................................................. State of Connecticut] L14 ] ss South Windsor Date: � County of Hartford] Personally appeared as aforesaid, . Signer and sealer of the foregoing instrument and acknowledged 'the same to be his/her free act and deed, before me. Notary Public C;C Commissioner of the Superior C6VA1* A. CASV NOTARY PUBLIC My commission expires on MYcOmmk"IONEXPiRESJUNE30,2018 DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPROV 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 � �}V- Dake Building Inspector Application must be printed or typed FEE SCHEDULE F;T�enant �� � � Location of Job: �-, 4, $0-$1,000=$15.00 Street Lot No. Over$1,000= n $15.00 per$1,000 or any fraction thereof tion Apt.No. APPLICANT C G L — APPLICANT ADDRESS P�Q 90'r '� APPLICANT PHONE# O W N 3 F,q OWNER NA t j OWNER ADDRESS _ OWNER PHONE C ESTIMATED COST$ �{ 5�d r 4s e IS THIS A CONTRACT COST? �es _No FEE ENCLOSED$ a 5 2 r� , TYPE OF JOB: SOR-Co New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO.OF STORIES ❑RESIDENTIAL ❑BUSINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY ❑ STORAGE ❑GARAGE ENGINEER'S NAME PHONE ❑MIXED USE (Other please specify) ADDRESS CITY STATE ZIP KIND OF INSTALLATION SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) ARE SPRINKLER HEADS ALTERED? ❑YES ❑NO IF YES,CHECK ALL THAT APPLY: ❑ADDED ❑DELETED O ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ❑PROFESSIONAL ENGINEER O INSURANCE COMPANY WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? ❑YES 0 NO IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES 0 NO IS A SPRINKLER SYSTEM PROVIDED? ❑YES O NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI ///�/�1/ jDESCRIPTION OF WORK / ! (�/d far e` r(S'� '7 -5 -y r�cair,d.- �- rr-ems c T• � C'Q I; ( � 1 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. F0 , WgD �-D ? C - 1 7- iS- 20 /3 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT C ��''�� DATE �—/�'�20/- APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 130009% APP D 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: 1 -A $0-$1,000=$15.00 /0" 1,of O e / l S a-/�c( 1 rtl Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT tfe A- a.L CGn•►.. . FLOC APPLICANT ADDRESS 34,P APPLICANT'S PHONE# Z?Py OWNER f'hl,ld- OWNER ADDRESS _ �'a 3 flr",4y [I-io00 f Cx- ' r O NE C j ESTIMATED COST$ Adze s 6,r, tv tfdv !c3 y G CA) �t-n�co0, - IS THIS A CONTRACT COST? e I C� H d r� FEE ENCLOSED$ -50 (P �l TYPE OF JOB: R,.CO� T L:, �ew Installation Alteration/Addition/Repair ,�013ac5t�l� Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK -C ,((4.y1GA OF 4-yi.i ,4ec-ft ,first L 11�N1 4nc� yi.�cc c��Snja ALsn /Ve" Au- THE UNDERSIGNED NEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK O/�2fk ('0 4�7 J— C� CONTRACTORS LICENSE NO. J n TYPE STATE SIGNATURE OF APPLICANT �`t /���.•�� DATE 9 7 Revised 4/01//2002 r, J DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Ap ' 'on is by: TOWN OF SOUTH WINDSOR 10-6 U r2 BUILDING DEPARTMENT y 0 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg. � 11� o v`� Date ilding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT_/ram /ZY7/ �i✓c'. APPLICANT ADDRESS 5/0 04-1,rTnJ Ij P- i r-ILP C-7- D APPLICANT PHONE# n,J — S"S c 7y S-v O W N S f,q OWNER -5644f A11A1)SI_ fO 0[il Cc 1��YA�c r�+it�✓l� OWNER ADDRESS /St 534A10 /7 �t 4 o OWNER PHONE 0 C ESTIMATED COST$ �S?�u [� ,o O IS THIS A CONTRACT COST? ✓Yes _No FEE ENCLOSED$ �' , ©�, Q t j� Vj 6s O�� TYPE OF JOB: J R C _New Installation u 4-e-e- Co (�C a/ 1✓Alteration/Addition/Repair 0i 2,01 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF S STEM: TYPE OF BUILDING: ATING ❑RKSIDENTIAL C UPCOMMERCIAL ❑VENTILATION ❑ INDUSTRIAL HEATING ❑STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ❑WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) lj±945if 4 1411—JU6"il>l 11bt7' 40tk4 P AC I!16l7C'h7j,`I PiPin�C, C0r✓3caJ547V- pi���•/ �.9Z✓^r/�tc3 D,ccfwd►le-1 /¢ea "M 0 /)]Gt /-I4L-4rJCAAJ6 Z;V000t- ~r At}mflcjq,4Rd Ouraodrr- b3o►�7— l�IZ -/jZynJNRy GROSS HEATING CAPACITY(INPUT—BTUH) 6 do v NET RATING(OUTPUT—BTUH) TYPE OF FUEL ❑OIL—GPM OIL TANK LOCATION:❑ INSIDE❑ OUTSIDE CAPACITY ❑GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 3°d- �39 S—/ &11-� CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT DATE /d / 0 ?/ f ' APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APP 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 /S% S�,r/,�ALL- 4&10 Over$1,000= Street No. Street Lot No. $15.00 per$1,000 ' or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS 779 APPLICANT'S PHONE# OWNER /UG�i,{/ D` At N S Fq< OWNER ADDRESS OWNER PHONE ESTIMATED COST$ ,.� U IS THIS A CONTRACT COST? %f es No FEE ENCLOSED$ L1.94 r ° TYPE OF JOB: L � R•COS New Installation __%C Iteration/Addition/Repair Revised 03/05/1U ~ _ r APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED NEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE 1 r APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 Over$1,000= F;Tenant Street Lot No. $15.00 per$1,000 or any fraction thereof ignation Apt.No. APPLICANT APPLICANT ADDRESS APPLICANT'S PHONE# OWNER �0MI N Sfq OWNER ADDRESS 1 OWNER PHONE ESTIMATED COST$ ,.� U IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ ° TYPE OF JOB: COS . Y New Installation OR Alteration/Addition/Repair Revised 03/05/lr APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? H7 YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other ple6se specify) TYPE OF INSTALLATION/WIRING METHOD L; SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED NEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLIC DATE 9 DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERI '1 1 2 0 1 1 PERMIT# TOWN OF SOUTH WINDSOR aouin Windsor Application is hereby: UUILDING DEPARTMENT 60CM15 BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 1) �k� 644-2511 ext. 230 Date Building Inspeot Application must be printed or typed FEE SCHEDULE Location of Job: F $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 —L or any fraction thereof gnation Apt.No. APPLICANT 1719✓/� �_ L�i9� Cr �� APPLICANT ADDRESS /-7 i 131CA!;�k tJ ���V t' APPLICANT PHONE# jc D, O w N S Fq OWNER r /:>,G '-1 4 4— -P/ OWNER ADDRESS (10� OWNER PHONE lot C ESTIMATED COST$ IS THIS A CONTRACT COST? c---Yes _No FEE ENCLOSED$ b. C� 40, TYPE OF JOB: R C New Installation MI6 v S�7 Z!Alteration/Addition/Repair • • Bevi0l//2002 APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) , TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO. OF STORIES ❑RESIDENTIAL ❑BUSINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY 71�kf G� �'��� ❑INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY ❑ STORAGE ❑GARAGE ENGINEER'S NAME PHONE cr Il�—D USE (Other please specify) ADDRESS CITY STATE ZIP KIND OF INSTALLATION SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) ARE SPRINKLER HEADS ALTERED? ❑YES LINO IF YES,CHECK ALL THAT APPLY: ❑ADDED ❑DELETED ❑ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ❑PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? ❑YES ❑NO IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES ❑NO IS A SPRINKLER SYSTEM PROVIDED? O YES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK _ THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. �i , cOic;'� / 7 ?- CONTRACTORS LICENSE NO. TYPE ESTATE . SIGNATURE OF APPLICANT DATE t)"j� vip Ap>-o'-O"5` APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Applic reby: BUILDING DEPARTMENT I I Oaa.33 PROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 t- 110a cry Date BbAmg Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 ) 51 <;cod N 4 l l Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT /4l a C 4 0--ogdt APP1LICANT ADDRESS S�1 K , 1F S Pr',A C E O kO iL APPLICANT'S PHONE# U- 6�Xj- OWNER cS. lz- to I [? ePt .�OW N S Fq< OWNER ADDRESS OWNER PHONE ESTIMATED COST$ 3,000 U IS THIS A CONTRACT COST? ) Yes No 'S+ FEE ENCLOSED$ 1,4�adv O p �l TYPE OF JOB: / bN OR-Co New Installation V Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR HVAC PERMIT(Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: ta HEATING ❑ RESIDENTIAL A/C a-COMMERCIAL a VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC ❑ WARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE& MODEL NO.) Cl GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT BTUH) TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION: ❑ INSIDE ❑ OUTSIDE CAPACITY ❑ GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP: OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 3135z� 5 -I e r CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT l i b c 1141 APPrO 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 I0da2AQ 4 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 t 5 I k00QD Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS -5D J44Q1/l�l&� S' j APPLICANT'S PHONE# -r2,:23—�, `X7 OWNER W;nyD--nZ__ Fbe—/CC, .�Ow N SFq< OWNER ADDRESS :y OWNER PHONE O ESTIMATED COST$ ?a,00 (--`7 ,.� V IS THIS A CONTRACT COST? t�Yes No ' o C16* FEE ENCLOSED$ -2,3L f TYPE OF JOB: Ca's H f� ED u.FEE (ZOLLECTE.D. oSoR•co New Installation _Alteration/Addition/Repair lt 20 110° Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCYLJC � � ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY FZX—/Ck--; I> P7r ❑ EDUCATIONAL / ❑ INSTITUTIONAL ENGINEER'S NAME ,�r,I�,yi.—r»C-� t:�,6/k/UL!ZPHONE ❑ FACTORY ❑ STORAGE ADDRESS 7C &Z-,yU kD ❑ GARAGE ❑ MIXED USE CITY STATE OF-. ZIP I PO(4<,c:5 Cl P7-- (Other please specify) TYPE OF INSTALLATION/WIRING METHOD E077— - SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES y� NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES 0 _ NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK ECG,. (^/C 4 A F�EP— ,{QQ,\JtA.� — i„1�i oUC�_ 0(sC3a�," 1-40X'y t.J t J2C'�I 1 OclJ A,,� Dg1mk,�, THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR— MANCE OF SUCH WORK l 2-22E 2 eJi CONTRACTORS LICENSE NO. TYPE STATE l SIGNATURE OF APPLICANT DATE--2/—Z/ APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DE ON TOWN OF SOUTH WINDSOR PERMIT# Ap . ' n is her by: BUILDING DEPARTMENT APPR 1540 SULLIVAN AVENUE ��`��� 644-2511 ext. 230 I Bldg.Permit# DEPARTMENT B ding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 ate/49 Over$1,000= Street No. 1fj_ Street Lot No. $15.00 per$1,000 tom' or any fraction thereof Tenant Designation Apt.No. APPLICANT P�2Gr%3 /C ii:2' ( /�Yr cr�i� / �.ref APPLICANT ADDRESS APPLICANT'S PHONE# e('22 pip s/ OWNER SFq< OWNER ADDRESS OWNER PHONE CESTIMATED COST$ 7lr/�„ U U IS THIS A CONTRACT COST? __-Yes No "S+ FEE ENCLOSED$ ° TYPE OF JOB: New Installation G Alteration/Addition/Repair Revised 03/05/10 ap(040�`Z� APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ��CP1�G✓7 ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK glee, e- 7- CONTRACTORS LICENSE NO, TYPE STATE SIGNATURE OF APPLICANT DATE CONTACT AT CONTACT AT FIBERTECH NETWORKS TOWN OF SOUTH WINDSOR TOWN OF SOUTH WINDSOR PRINT 2 OF 2 DOUG GILBERT SCOTT THOMAS s( POLICE DEPT PROJECT MGR OFC 860-644-2511 X288 tMSAND HILL RD CELL 860-543.3944 a.2 s.ro? ,s l'`;.'d SOUTH WINDSOR,CT JOB#08-9224 24CT rn 557'(USED) TOTAL BLDG AND LATERAL ONLY la n ' i TOWN OF SOUTH WINDSOR j POLICE DEPT 150 SAND HILL RD SOUTH WINDSOR, CT THRW T IN ALL ;;•.; ,.l+ ? I MAT DATA t�:+:^�.cwa^.,.wT... .. :e;.arMa:v,...aa,�,•,-,a9kc:�.t � RM � f ` 'T�! d •,1 L9 fsSMT Rtii ;'z.,.ca,c<.. 1 UTiL RM SSIAT 4"DUCT W/TEL v CLSP 21267 z + a _ ...------ Y 1266 w av SAND HILL RD -. LATERAL POLE "wA C' 1 x 205' X 28736 S ! D PRINT 1 DLG 7/28/08 ISl Jaticl P,*II 0 V6r F Q-77 *A40 L L7 August 31, 2009 To Whom It May Concern: I, Steven Hill hereby grant permission to Transcend Wireless to apply for and change out existing Building Permits on RDCS, Inc. behalf. Thank you(RDCCS, Presid Inc. 141 Fast 17lh Street. Chicago 5feights, IL. 60411 Office 708-756-9900 E Mail stevehilf@rksi.net Fax 708-756-990 r State of Connecticut Department of Consumer Protection Occupational Licensing Division ti IyYrhn LICENSE VERIFICATION This is to certify the following information regarding: RDCS INC 141 E i7TH ST CHICAGO HEIGHTS, IL 60411-3663 License Type: MAJOR CONTRACTOR License Number:MCO.0902692 License Status: APPROVED Effective Date: 09/02/2009 Expiration Date: 06/30/2010 For questions, please contact the Occupational Licensing Division at the number ;een il address listed below. Howard O Office Supervisor 9/2/2009 165 Capitol Avenue • Hartford Connecticut 06106 Telephone:(860)713-6135 • FAX:(860)713-7230 Email:occorotrade�ct.eov Web Site:www.ct.gov/dcp OP ID M DATE(MMIDDIYYYY) ACORD CERTIFICATE OF LIABILITY INSURANCE RDCSI-1 08/31 09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Horton Group, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE www.thehortongroup.com HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 10320 Orland Parkway ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Orland Park IL 60467 Phone: 708-845-3000 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: QBE Insurance Corporation INSURER B: Princeton Insurance Formerly R&D Construction) R Inc. INSURERC: BerkleyAdministrators For 41 East 17th Street INSURER D: Selective Ina. Co. of America Chicago Heights IL 60411 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADILTR IN SR TYPE OF INSURANCE POLICY NUMBER P LI EFFECTIVE POLICY EXPIRATION I DATE MM/DD DATE MMIDD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X X COMMERCIAL GENERAL LIABILITY HMG00165 03/19/09 03/19/10 PREMISES Eaoccurence $100,000 CLAIMS MADE FX]OCCUR MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG s2,000,000 POLICY X JET LOC Emp Ben. 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1 000 000 D X ANY AUTO S1793139 06/30/09 06/30/10 (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $5,000,000 B X I OCCUR CLAIMSMADE 94A3F00000307-00 03/19/09 03/19/10 AGGREGATE $5,000,000 $ DEDUCTIBLE $ X RETENTION $10,000 $ WORKERS COMPENSATION AND X TORY LIMITS I ER- `, EMPLOYERS'L.IABILITY BNMC0108934 03/02/09 03/02/10 E.L.EACH ACCIDENT $1,000,000 ANY PROPRIETORIPARTNERIEXECUTIVE OFFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1,00 0,0 00 SPECes IAL PROVISIONS below E.L DISEASE-POLICY LIMIT S1,000,000 OTHER D Inland Marine S1793139 06/30/09 06/30/10 Misc Tool $15,000 Installat $115,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Site Id# CT11497A/Address 151 Sand Hill Road, South Windsor CT 06074 The Town of South Windsor is an additional insured with respects to the general liability only when required by written contract. CERTIFICATE HOLDER CANCELLATION SOUTH-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Town of South Windsor IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 1540 Sullivan Avenue R PRESENTATIVES. South Windsor CT 06074 J�J�}RW�'W'i TIVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 t IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate I holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s),authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001/08) APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Applicatio e y: BUILDING DEPARTMENT N004-7 3 1540 SULLIVAN AVENUE /Z- -/ 644-2511 ext. 230 BIdg:Permit# Date B ' ing Inspector Application must be printed or typed FEE SCHEDULE / l Locatiop,of J b: $0-$1,000=$15.00 ( sGL�( Tll Over$1,000= Street No. Street Lot No. $15.00per$1,000 �j���o or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS Oil r a M c -�W,?Wison (f rL 06 APPLICANT'S PHONE# OWNER OWN S cr�n °� SD /i?c�S d r'OWNER ADDRESS IV fij * f_ OWNER PHONE C ESTIMATED COST a U IS THIS A CONTRACT COST? s No FEE ENCLOSED$ j o °l TYPE OF JOB:w OR C New Installation Alteration/Addition/Repair :;b(401-71 S Revised 03/05/10 APPLICATION FOR ELECTRICAL PERNUT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY _ /G P_ 'ems BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY O EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE O FACTORY ❑ STORAGE ADDRESS ❑ GARAGE O MIXED CITY STATE ZIP (Other please`specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUPPS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK Paz nc)u t w c,a n n ecf ly&W �C s f a m THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. , /TYPE STATE SIGNATURE OF APPLICANT Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 151 Sand Hill Road HVAC# 12000482 FDate: a Sprinkler# FINAL APPROVALS Estimated Cost $ `t$1000 . Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit C Appr.for CO. - SIGN ON REVERSE SIDE Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 6 The undersigned hereby applies to do work according to the following: Applicant Aadraw ,n t C` Location of Work 1 S I ill H1 Lot No.---- Applicant's Address 1U ( r'J We I I S I' Tel # $4 O -6 y1- 5g?y9 Town ►AaocA#- Gr GT Zip 060` O Lic.#Mc-p - 070,73S 0 Owner w(•1 Sor Architect LGwrenc c As3o Ci*P 1 Owner's Address Architect's Address Jo 1S' 7at1c vJ TyrAp;lit ,Anjle3fd. ci Zipso ZiPc�o y a Sq.Ft.New Area: 1 st FI. 2nd FI. 3rd Fl. Total New Area Purpose of this permit at2-4.4«+- IQfae..4.A CC-e7CCr City Water❑ Well J Septic System❑ Sewer ❑ cP0( 1 �S Ins: HO SP Cert. Area Basement Garage Approved by Date Use Group Construction Type Z-C— _ Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building aildd its use s a�ed. Signe I hereby apply for a Certificate of Occupancy for the work described in this applic ion for the permit. ,�'Signed - --- - -- — DO NOT WRI E BELOW THIS LINE INSPECTION COMMENTS f INSPECTION FIELD SHEET 02/28/14 PrintRd by Peart, Dayshell it 59 23 INSPECTION: 51147 FOOTING PERMIT: STATUS APPLICATION: 201201085 LOC: 151 SAND HILL ROAD SOUTH WINDSOR PROPERTY ID: 79800151 OWNER: SOUTH WINDSOR TOWN OF 56 CONTRACTOR: REQUEST BY PROJ DESC: RENOVATION OF POLICE DEPARTMENT DISPATCH CENTER. WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 04/25/13 UNPAID FEES 00 Date Time MILEAGE: 00 TIME TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 04/25/13 DOUG N/A B002 FOUNDATION 12/05/12 DOUG PASS B003 FRAMING (ROUGH) ALEX @ 860-209-5498 04/25/13 ROSE N/A B004 INSULATION 04/04/13 DOUG PASS BO10 FINAL 04/25/13 ROSE N/A E001 ELECTRIC SERVICE 04/25/13 ROSE N/A E002 ELECTRIC UNDERGROUND 10/10/12 DOUG PASS E003 ELECTRIC ROUGH RICHARD @ 860-978-7816 WITH ALEX ANSALDI 03/05/13 SUMM PASS F005 FM PENETRATIONS/SEPERATION 03/05/13 SUMM PASS FO10 FM ABOVE CEILING 03/05/13 SUMM PASS F015 FM FIRE ALARM TEST 03/05/13 SUMM PASS F025 FM EMERGENCY/EXIT LIGHTING 03/05/13 SUMM PASS F035 FM EXITS 03/05/13 SUMM PASS F040 CO -FIRE MARSHAL INSPECTION 04/25/13 ROSE N/A H002 HVAC UNDERGROUND 04/25/13 ROSE N/A H003 HVAC ROUGH 04/25/13 ROSE N/A P002 PLUMBING UNDERGROUND 04/25/13 ROSE N/A P003 PLUMBING ROUGH 04/25/13 DOUG N/A P004 PLUMBING GAS TEST 04/25/13 ROSE N/A S003 SPRINKLER ROUGH INSPECTION FIELD SHEET 02/28/14 PrintRd by Peart, Dayshell 11 59 23 04/25/13 DOUG N/A S005 HYDRO TEST 04/25/13 LIPE PASS Z003 CO PLANNING INSPECTION Electric # NOV u 5 200 LICATION FOR BUILDING PERMIT Plumbing# 151 �}�j and Hill Road HVAC # © CVouti0csr T Date: Bull Sprinkler# - _ --- - - FINAL API?ROVAL — Estimated Cost $ Buildin / I . -- - --- 7 Permit Fee $ g COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee Jul Affidafor CO. 1 ► SIGN ON REVERSE SIDE - -- --- ---.- Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: 5 Applicanf�v.e-_;>0 CA-Irk fo-ST Location of Work <( Lot No. Applicant's Address o)c Z r Tel.# Town P<w N Zip t 3 `f Lic.# Owner o, ✓\ Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit �� s%��� Q�� d - �C �', ��7/r Sire 1q7___r jr'1Z-4r City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO Cert. ea Basement Garage Approved by Date — Use Gro Construction Typ Revised 6/02 I��y I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT f odpK 1540 SULLIVAN AVENUE 9-lam z_ 644-2511 ext. 230 Bldg.Permit# Date u' ing Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 f�l ��- T� Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT C( 2 W► �c APPLICANT ADDRESS 4-j 00 j:j-%jZ i LL i ON I%1NT 11;:�, V=)t LAN o L-,j A j q 190 33 APPLICANT'S PHONE# OWNER W)L1JS 0 L<1�7- 1-Ac-i, •(�W.N ,SFq OWNER ADDRESS _ OWNER PHONE ESTIMATED COST$ IW 0, 6o ,C.t, ' t• U IS THIS A CONTRACT COST? . Yes No FEE ENCLOSED$ /' TYPE OF JOB: SOR•CO New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE 30 P SIZE OF MAIN CONDUCTORS /d ,---j c2 e NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 30 THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK Id afo31 C -r CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICAN DATE -7 r 2 ly L Structural Analysis for SBA Network Services, Inc. 187' Monopole Site Name: South Windsor Site ID: CT07824-S FDH Project Number 09-04122E S2 Prepared By: Reviewed By: / i Christopher M. Murphy, PE Blake A. Bartok, El Vice President Project Engineer CT PE License No. PE 25842 FDH Engineering, Inc. 2730 Rowland Road Raleigh, NC 27615 (919)-755-1012 info@fdh-inc.com April 30, 2009 Prepored pursuant to ANSYTIA-222-G Structurol Standards jorAntenna Supporting Structures and Antennas 2730 Rowland Rd., Raleigh,NC 27615 Ph: (919)755-1012 Fax: (919)755-1031 info@fdh-inc.com r Structural Analysis Report SBA Network Services,Inc. Site ID:CT07824-S April 30,2009 TABLE OF CONTENTS EXECUTIVE SUMMARY.......... 3 Conclusions Recommendations APPURTENANCE LISTING.......... 4 RESULTS.......... 5 GENERAL COMMENTS.......... 6 LIMITATIONS.......... 6 POLE PROFILE.......... 7 BASE LEVEL SKETCH.......... 8 2 2730 Rowland Rd.,Raleigh,NC 27615 Ph: (919)755-1012 Fax: (919)755-1031 info@fdh-inc.com f . Structural Analysis Report SBA Network Services, Inc. Site ID:CT07824-S April 30,2009 EXECUTIVE SUMMARY At the request of SBA Network Services, Inc., FDH Engineering, Inc. performed a structural analysis of the monopole located in South Windsor, CT to determine whether the tower is structurally adequate to support both the existing and proposed loads, pursuant to Structural Standards for Antenna Supporting Structures and Antennas, ANSI/TIA-222-G. Information pertaining to the existing/proposed antenna loading, current tower geometry, member sizes, and soil parameters was obtained from: ■ Sabre Communications (Job No. 02-10062) Structural Design Report dated November 2, 2001 ■ Sabre Communications(Job No. 02-10062)Erection Drawings dated November 7,2001 ■ Dr. Clarence Welti, P.E., P.C. (Project Name: Nextel Tower @ Police Station) Geotechnical Study dated September 29,2000 ■ SBA Network Services,Inc. The basic design wind speed per ANSIITIA-222-G standards is 100 MPH without ice and 50 MPH with 1"radial ice. Ice is considered to increase in thickness with height. Conclusions With the existing and proposed antennas from T-Mobile at 160 ft, the tower meets the requirements of the ANSIITIA-222-G standards. Furthermore, provided the foundation was designed and constructed to support the original design reactions(See Sabre Communications Job No. 02-10062), the foundation should have the necessary capacity to support both the proposed and existing loading.For a more detailed description of the analysis of the tower, see the Results section of this report. Our structural analysis has been performed assuming all information provided to FDH Engineering, Inc. is accurate (i.e., the steel data, tower layout, existing and proposed antenna loading) and that the tower will be properly erected and maintained per the original design drawings. Recommendations To ensure the requirements of the ANSIITIA-222-G standards are met with the existing and proposed loading in place,we have the following recommendations: 1. The proposed TMAs should be installed directly behind the proposed panel antennas. 3 2730 Rowland Rd.,Raleigh,NC 27615 Ph: (919)755-1012 Fax: (919)755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID: CT07824-S April 30,2009 APPURTENANCE LISTING The proposed and existing antennas with their corresponding cables/coax lines are shown in Table 1. If the actual layout determined in the field deviates from this layout,FDH Engineering, inc. should be contacted to perform a revised analysis. Table 1 —Appurtenance Loading Existing Loading: Centerline Coax and Antenna Elevation Lines' Carrier Mount Type Description (2)Scala MF-900B Dishes 1-7 187 (3)7/8 Town of South (1)Low-Profile (2)Telewave ANT900D6-9 (4) 1/2 Windsor Platform (1)Telewave ANT450F6 2 Decibel DB201 8-10 180 (6)1-5/8 Pocket Flush (3)Kathrein 742 213 Communications (9)4'Panel Antennas (1)Low-Profile (3)Powerwave 7770 11-22 170 (12) 1-5/8 AT&T (6)TMAs Platform (6)Combiners 6 Di lexers 23-28 1602 (12) 1-5/8 T-Mobile (1)Low-Profile (6)EMS RR90-17-02DPL2 Platform 29-40 150 (12)1-5/8 Nextei (1)Platform (12)Decibel DB844H90E-XY w/Handrails 41-52 140 (12)1-5/8 Verizon (1)Low-Profile (12)Decibel DB844H90E-XY Platform 53-64 130 (12)1-5/8 Sprint (1)Low-Profile (12)Decibel DB980H90 Platform (2)Scala MF-900B Dishes Town of South (1)Low-Profile (1)Telewave ANT4506-9 65-70 92 (6) 1/2 Windsor Platform (1)Telewave ANT150D3 (1)Telewave ANT45OY10-WR 1 Decibel DB205 1 Coax installed inside the pole's shaft,unless otherwise noted. 2 The loading for T-Mobile at 160 ft will be altered. See the proposed loading below. Proposed Loading: Centerline Coax • Antenna Elevation Carrier Mount Type Description Lines (3)RFS APX16PV-16PVL-C 1-6 160' (12) 1-5/8 T-Mobile (1)Low-Profile (3)EMS RR90-17-02DPL2 Platform (6)Andrew OneBase Twin Dual Duplex TMAs 1 This represents the final configuration for T-Mobile at 160 ft. According to information provided by SBA,T-Mobile will remove (3) EMS RR90-17-02DPL2 antennas and install (3) RFS APX16PV-16PVL-C antennas and (6)Andrew OneBase Twin Dual Duplex TMAs. 4 2730 Rowland Rd., Raleigh, NC 27615 Ph: (919)755-1012 Fax: (919)755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID:CT07824-S April 30,2009 RESULTS Based on information obtained from the original design drawings, the yield strength of steel for individual members was as follows: Table 2 - Material Strength Member Type Yield Strength Tower Shaft Sections 65 ksi Base Plate 60 ksi Anchor Bolts 75 ksi Table 3 displays the ratio (as a percentage) of force in the member to their capacities. Values greater than 100% indicate locations where the maximum force in the member exceeds its capacity. Table 4 displays the maximum foundation reactions. If the assumptions outlined in this report differ from actual field conditions, FDH Engineering, Inc. should be contacted to perform a revised analysis. Furthermore, as no information pertaining to the allowable twist and sway requirements for the existing or proposed appurtenances was provided,deflection and rotation were not taken into consideration when performing this analysis. See the Pole Profile for detailed modeling information. Table 3—Summary of Working Percentage of Structural Components Section Elevation Component % Pass/ Size No. ft Type Capacity FailL1 187- 142.75 Pole TP34.17x24x0.25 28.9 Pass L2 142.75-93.75 Pole TP44.94x32.6358x0.375 50.2 Pass L3 93.75-46.25 Pole TP55.12x42.8101 x0.4375 58.6 Pass L4 46.25-0 Pole TP64.88x52.6344x0.5 59.9 Pass Anchor Bolts (26)2.25"0 w/BC=72" 57.1 Pass Base Plate 78"Round x 2.50"Thk 52.8 Pass Table 4—Maximum Base Reactions Base Reactions Current Analysis Original Design Reactions Axial 77 k 83 k Shear 44 k 48 k Moment 5,476 k-ft 6,541 k-ft 5 2730 Rowland Rd., Raleigh,NC 27615 Ph: (919)755-1012 Fax: (919)755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services,Inc. Site ID:CT07824-S April 30,2009 GENERAL COMMENTS This engineering analysis is based upon the theoretical capacity of the structure. It is not a condition assessment of the tower and its foundation. It is the responsibility of SBA Network Services,Inc.to verify that the tower modeled and analyzed is the correct structure(with accurate antenna loading information) modeled. If there are substantial modifications to be made or the assumptions made in this analysis are not accurate, FDH Engineering, Inc. should be notified immediately to perform a revised analysis. LIMITATIONS All opinions and conclusions are considered accurate to a reasonable degree of engineering certainty based upon the evidence available at the time of this report. All opinions and conclusions are subject to revision based upon receipt of new or additional/updated information. All services are provided exercising a level of care and diligence equivalent to the standard and care of our profession. No other warranty or guarantee, expressed or implied, is offered. Our services are confidential in nature and we will not release this report to any other party without the client's consent. The use of this engineering work is limited to the express purpose for which it was commissioned and it may not be reused, copied, or distributed for any other purpose without the written consent of FDH Engineering,Inc. 6 2730 Rowland Rd.,Raleigh,NC 27615 Ph: (919)755-1012 Fax: (919)755-1031 info@fdh-inc.com e 187.0 It DESIGNED APPURTENANCE LOADING TYPE I ELEVATION I TYPE ELEVATION (2)DB201(Town of South Windsor) 1187 Mount Pipe(T-Mobile) 160 (2)ANT9000B-9(Town of South 187 Mount Pipe(T-Mobile) 16D f" f: Windsor) I i Mount Pipe(T-Mob%) 160 I- I ANT450176(Town of South Windsor) i 187 .(2)Onesass Twin Dual Duplex TMA 16D Q $ $ L L Mount Pipe(Town of South Windsor) 1187 (T-Mobile) m N O Mount Pipe(Town of South Windsor) 187 •(2)Onsease Twin Dual Duplex TMA 160 A n (A Mount Pipe(Town of South Wndsor) 1B7 'R�O�e) 1 Low Profile Platform(Town of South 187 (2)OneBase Twin Dual Duplex TMA 160 Windsor) R-Mobile) (2)MF-9DDB(TSW) 187 Low Profile Platform(f-Mobile) 160 742 213 W/Pips Mount(Pocket) 1BD RR90-17-02DPL2 w/Mount Pipe ISO 742 213 W/Pipe Mount(Pocket) 180 ,(T-Mobile) 742 213 W/Pipe Mount(Pocket) ;180 (N xtel)DBS 90E-XY w/Mount Pipe 150 (Nexlei) $ (3)4'Panel Antenna(ATT) 1170 (4)DB844H90E-XY wlMount Pipe 150 < 142 8 ft (3)4'Panel Antenna(ATT) 1 170 (Nextel) 7770 W/Mount Pipe(ATI) 1170 Platform wftndrails(Monopole) 150 7770 W/Mount Pipe(ATI) 170 (Nextel) 7770 W/Mourx Pipe(ATI) 1170 (4)D8844H90E-XY w/Mount Pipe 15D (2)TMA(ATI) 1170 (Nextel) (2)TMA(ATI) 170 (4)DB844H90E-XY wlMount Pipe 140 (2)TMA(ATT) 1170 N)DB84 (2)Combiner(ATT) 1170 (4)D8844H90E-XY w/Mount Pipe 140 (Verizon) g (2)Combiner(ATT) 1170 Low Profile Platform(Verson) 14D $ (2)Combiner(ATI) 170 a n .2 (4)DB844H90E-XY w/Mount Pipe 140 .6 (2)Diplexer(ATT) 170 erizon ci a I 2 DI laxer ATI 170 O P (ATI) (4)D898OH90 w/Mount Pipe(Sprits) 130 (2)Diplexer(ATI) 1170 (4)DB980H90 w/Mount Pi (Sprint) 130 Low Profile Platform(ATT) 17D Low profile Platform(Sprint) 130 (3)4'Panel Antenna(ATI) 1170 (4)D898OHDO w/Mount Pipe(Sprint) 130 RR9D-17-02DPL2 w/Mount Pipe 160 ANT45D6.9 92 (T-M°E8e) ANTI50D3 own of South Windsor) 92 RR9D-17-02DPL2 w/Mount Pipe I160 ANT45OY10-WR Cron of South 92 c Cr-Mobie) Windsor) 19 93.8ft APXI 6PV.16PVL.0 W/Mount Pipe 160 (T-Mobile) Low Profile Platform(Town of South 92 Windsor) APX16PV-16PVL-C W/Mount Pipe 160 (T-wlob8e) D6205(Town of South Windsor) 92 APX16PV-16PVL-C W/Mount Pipe 160 (2)MF-900B(T5 92 (T-Mobile) MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu $ I A572-65 165 kst [SO ksi in R inO r7 m IV TOWER DESIGN NOTES 1. Tower is located in Hartford County Connecticut. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 100 mph basic Wind in accordance With the TIA-222-G Standard. 4. Tower is also designed for a 50 mph basic wind with 1.00 in Ice.Ice is considered to Increase In thickness With height. 0 5. Deflections are based upon a 60 mph Wind. 0 46.3 It AXIAL 123 K SHEA I MOMENT $ $ m 13 K f _t 1671 kip-ft m q e , e j TORQUE 0 kip-ft 50 mph WIND-1.0000 in ICE AXIAL 77K MOMENT SHEA� 5476 klp-ft 44 K / 'r 0.0 ft TORQUE 1 kip-ft REACTIONS-100 mph WIND N $ E & N O v o c E FDH Elfzgineerillg,hir— °°`South Windsor(CT07824-S) FMH2730 Rowland Road P1Of"09-04122E S2 D'r'a'' , Raleigh,North Carolina clime SBA Network Services,Inc Dr3vw'by',BAB ^ppd Tower Analysis Phone:(919)755-1012 fie'TIA-222-G i Date:05101/0 Scale: NTS FAX: 919 755-1031 Path: Dwg No.E-1 OO po 0 0 00 tr Oo Oo i OO Oo OO po OO OO pp po I 0 o N r I C O O q fV _ 72.0000 In r FOUNDATION NOTES 1. Plate thickness is 2.5000 in. 2. Plate grade is A633-60. 3. Anchor bolt grade Is A615-75. 4. fc is 4 ksl. FDHEtlgineering,Inc. o°'South Windsor CT07824-5 MH0444331W2730 Rowland Road Protect09-04122E S2 Raleigh,North Carolina Client SBA Network Services,Inci Drawn°rBAB ^pp'd: Tower Analysis Phone:(919)755-1012 tea:TIA-222-G Date:05/0 1/09 Scale: NTS FAX: 919 755-1031 Path: Dwg No.F-1 �i u�a �. PERMITS/INSP PAYMENT RECPT# 20448709 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 09/23/10 TIME: 12:46 CLERK: aliceakeh DEPT: CUSTOMER# 0 PARCEL: CHG: BLDPRM BUILDING PERMIT 26 AMOUNT PAID 26 PAID BY: CLEARWIRE PAYMENT METH: CASH REFERENCE A151 SAND HI AMT TENDERED: 26 AMT APPLIED: 26 CHANGE: 00 F DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT I�; IMI)ING WN OF SOUTH WINDSOR PERMIT# App ' on i..hereby D k C � � V DEPARTMENT �3 PROVE L540 SULLIVAN AVENUE Bldg.Permit# DEC 4 2008 644-2511 ext. 230 Date B ing Inspector South Windsor ui - BUILDING DEPARTMENT Application must be printed or typed FEE SCHEDULE Location of Job: F �.D / I�U04 D $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT /fc-'�11/t-S � iSloyL-JG APPLICANT ADDRESS o APPLICANT PHONE# SOW N Se OWNER ago 16 OWNER ADDRESS � OWNER PHONE P60 ' ?5J`T — 1WIF- 1 C ' - ESTIMATED COST$ t7 ►� U x IS THIS A CONTRACT COST? Yes _No �G FEE ENCLOSED$ � J NO, CO�� TYPE OF JOB: New Installation _ Alteration/Addition/Repair Revised 4/01/I2002 law APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑YES ❑NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FuruRE USE AND OCCUPANCY S L ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑IvJDCED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? O YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK LtJNIV 6. U1"Z c— lvticlwiC�l�w I gLGft/0 U THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT'BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. /aye / �= T- CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT �l� DATE r SBA December 3,2008 RE: Pocket Communications Electrical Permit Application for 151 Sand Hill Road,South Windsor,CT Dear Building Official, In respect to the SBA telecommunication tower located at 151 Sand Hill Road, South Windsor, Pocket Communications is entered into a lease agreement with SBA. Please use this letter as notification of authorization allowing Pocket Communications or their authorized agent,-to apply for any and all permits as required to complete their construction project at the above referenced location.. Furthermore, please use this letter as notice that AAA Electric will not be performing the electrical work for this project.SBA has retained the services of Technical Electrical Communications,Inc.to perform the electrical work. Regards, Edward Dupont Field Operations Manager SBA Network Services, Inc. SBA Network Services,loc. ® 80 Eastern Blr/. w Glastonbury,(T 06033-1101 0 Phone:860-659-9101 13 fax:860-659-9140 IM wwwsbasite.com r DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# ApplicgioU is hereby, TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT �'3`" PRO 1540 SULLIVAN AVENUE l0, 644-2511 ext. 230 Bldg.Permit# Date ng Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT A" lq t e(J C, APPLICANT ADDRESS 1f)k MQ40j -- APPLICANT PHONE# t O W N S A , OWNER OWNER ADDRESS b O Py- A Z� , .� L 33 ��- +� OWNER PHONE $o6 ESTIMATED COST$ 1 s,60 o x IS THIS A CONTRACT COST? �Ye3 _No FEE ENCLOSED$ r��SO •C�N� TYPE OF JOB: R New Installation 1�j _'`Alteration/Addition/Repair Revised 4/01//2002 iJ APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY13 O ME CAT ILE FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL (� ❑FACTORY ENGINEER'S NAME l2� et. �25ov��! PHONE ❑ STORAGE ❑GARAGE ADDRESS L �C)S�Dn ❑�MjXED USE L CITY STATE AA,,A ZIP (Other please specify) TYPE OF INSTALLATION/WIRINGMETHOD SIZE OF SERVICE l)0 !�-= SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS l NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 10 -ASS - I c 7-- CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE D 22/ v� 1 STATE OF CONNECTICUT Department of Administrative Serv' es ANNED Division of Construction Services Office of State Fire Marshal MODIFICATION REQUEST # FM-0423-14 PROJECT NAME: SOUTH WINDSOR(SBA/SPRINT SITE CT33XC555) ADDRESS: 151 SAND HILL ROAD TOWN: SOUTH WINDSOR STATE FIRE MARSHAL In accordance with Section 29-338 of the Connecticut General Statutes,the decision of the Office of the State Fire Marshal in this matter is: This modification request that seeks relief from the Connecticut Hazardous Chemicals Code effective January 24, 1997 specifically NFPA 50A/1994 Section 4-1.2 which requires electrical equipment within 15 feet of hydrogen cylinders located outdoors be in accordance with Article 501 of NFPA 70 for Class I,Division 2 Locations. With consideration of the conditions that exist with respect to the location of the Reli-On HSM16 fuel cabinet containing 16-510 SCF hydrogen cylinders, totaling 8160 SCF, is installed within the Class I, Division 2 location of the electrical equipment, the proposal to install and 2 hour rated constructed CMU wall between the HSM16 Fuel Cabinet and the electrical equipment, this request is being APPROVED without the installation of the CMU wall. It is of our opinion that the properties of hydrogen allow for rapid dispersion and would not be a hazard in this type of installation. Evaluated by JPD Reviewed by: Joseph.Kingston Decision endorsed by: (�,L/��,,, William Abbott State Fire Marshal Date:"In accordance with Connecticut General Statute 29-340,any person aggrieved by any such regulation or act of said commissioner in enforcing the same may apply for relief to the superior court for the judicial district o Hartford or for the judicial district in which such plant or equipment is located or, if said court is not in session,to any judge thereof,who may grant appropriate relief.." V 1 DPS-MI-C Rev.U2001 State of Connecticut,Department of Public Safety Division of Fire,Emergency&Building Services J Office of State Fire Marshal i APPLICATION FOR REQUEST FOR MODIFICATION OF A REQUIREMENT OF A FIRE SAFETY REGULATION i ADOPTED PURSUANT TO CHAPTER 541 OF THE CONNECTICUT GENERAL-STATUTES j Reference No. I Facility Name: South Windsor(SBA/.Sprint Site CT33XC555) Facility Address: 151 Sand Hill Road, South Windsor, CT 06074 ! Number Street city stale ZIP Facility owner SBA Towers II, LLC Telephone: 561-226-9523 Owner's Address: 5900 Broken Sound Parkway NW, Boca Raton, FL 33487 Number street city State ZIP Applicant's Name: Hudson Design Group Telephone: 978-557-5553 Applicant's Address: 1600 Osgood Landing, Bldg 20N, Suite 3090, North Andover, MA 01845 j Number Street C41Y State Zip Contact Person: Derek Creaser, PE Telephone: 617-306-3034 Type of Facility: Utility-Telecommunications Tower with Hydrogen Storage for backup generator i Office Building.LP-Gas Bulk Plant„Automotive Service Station.N4 This Facility is:❑ New; ■❑ Existing; ❑ Renovation; Date of Construction: 2012 Date of Present Use:Current Previous modifications for this Facility:0 Unknown; ❑ No; ❑ Yes, Modification Numbers: ❑ Check if a Modification Request to the State Building Code Is being submitted to the Office of State Building Inspector. j I,the above named applicant,being a lawful agent of the owner,request modification/relief from a requirement of the CT: ❑ Moving Picture Theater Code pursuant to C.G.S.§29-109 ❑ Gas Equipment&Piping Code pursuant to ❑ Amusements/Tent and Portable Shelter Codes pursuant to C.G.S.§29-329(c) j C.G.S.§29-140 ❑ Liquefied Petroleum Gas&Liquefied Natural Gas Code ❑ State Fire Safety Code pursuant to C.G.S.§29-296 pursuant to C.G.S.§29-333 ❑ Oil Burning Equipment Code pursuant to C.G.S.§29-317(c) azardous Chemical Code pursuant to C.G.S.§29-338 j (reworks and Special Effects Code pursuant to ❑ Flammable&Combustible Liquids Code pursuant to C.G.S.§29-357(c) C.G.S.§29-321 ❑ Model Rocketry Code pursuant to C.G.S.§29-368 For the requirement as prescribed In: Regulation Number. 29-337 Standard: NFPA 50A Section Number. 3-2&4-1.2 29-2924d.29-717-1b (IfApplIcable) NFPA 30,NFPA SO•ate Identlfy Section Number I request this modificationlrelief due to the following reasons: EquivalentAltemative ❑ Practical Difficulty 01 Requirements Unwarranted i Describe area of non-conformance with the appropriate regulation.Its location In the facility,and a brief desc*tton why code compli a cannot be=Waved.specify dimsnelons as applicable. An existing Reli-On 8000 SCF Hydrogen storage module (HSM) at 3000 psi does not meet the setback requirements per NFPA 50A-94 Section 3-2.2 #11: 50' setback to inlets to HVAC; and Section 4-1.2: 15' setback to unclassified electrical equipment. Reli-On cites NFPA 497 for further information on classified electrical equipment locations; and seems to claim that the area directly adjacent to the HSM is not a classified location: "Experience has shown that the release of ignitable mixtures from some operations and apparatus is so infrequent that the area classification is not necessary." ❑ Separate Sheet Attached e J e I intend to provide the following safeguard(s)as an alternative measure to secure public safety in lieu of strict compliance with the requirement of the 29-337 Section NFPA 5OA-94 Sections 3-2&4-1.2 noted above: Insert Name of Regulation for which Modif allonfRallef In b"Requested Identify section of CodelRegulation Propose to install a 2 hour fire barrier in lieu of the 15' unclassified electrical i setback, and reduce the 50' setback to 25' for HVAC noting that a 50' setback may be unwarranted as telecommunication shelters have a J Hydrogen detection and alarm system that notifies the network operations center to call the fire department. F � i ❑ Separate Sheet Attached . i + In addition the following are enclosed ■❑Plans/Drawings/Sketches; ®Photographs; ®Product Data Sheets ❑Supplement Information Sheet Other as necessary for clarification of the 1nf ation,p vided. ` AppGcan a Signaturs&Telephone Number Da. r _ _ i -,W..Y.-}' - +'"",'..-'—''-+`> '},;'__'fir.— r -f �� I{� ,.�.."—.ter •:� - ;i::"i _ c'.�"_ :�1�F��Q�%� I, ❑Support, ❑Do NOT Support, this Request for Modification to Connecticut Identify Code by Nemq La.Fire Safely Cade,Oil BumFp Equip Cade Regulation of Connecticut State Agency Inclusive;as identified above to Section Wert regulation Nun�harl,a,2&2e2-Bd,2a-317Ja,eta because of the following reasons: Identify code flow Le.occupancy chapter,core chapter aas�applicable ect�►C+dL o ✓1A.F-�C/�-i_.. 10, J1�4.� `{Y '�i. Yy�d��C�.� • ❑ Separate Sheet Atta Fee Marshal Reviewers Signature/Title Telephone Number D114 p Contact me regarding this Request STATE FRE MARSHAL The response of the Commissioner of Public Safety/State Fire Marshal to this request in accordance wlth Connecticut General Statutes§29-�;338 is attached on a separate sheet re tniBats Side 1 of a • APPLICATION FOR REQUEST FOR MODIFICATION OF A REQUIREMENT OF A FIRE SAFETY REGULATION SUPPLEMENT INFORMATION SHEET I If Modification request is for a building or structure,please complete the following: I Date of Construction: Date of Occupancy for Present Use: Number of Stories(Above grade) Dimension/Area Per Floor. Attic: ❑ Full Basement—#of Levels: El Full ❑ Finished ❑ Partial ❑ Partial ❑ Storage ❑ None ❑ None ❑ Crawl Space Type of Occupancy (Check all that apply) ❑ New ❑ Existing❑ Addition ❑ Renovation of building ❑ Change of Occupancy. From to ❑ Assembly ❑ Detention ❑ Residential Board ❑ Hotel/Motel/Dorm I Occupant Load: persons ❑ with locking II ❑ Large ❑ Small ❑ Lodging/Rooming ❑ Educational ❑ with locking III ❑ Prompt ❑ Bed&Breakfast ❑ Business ❑ with locking IV ❑ Slow ❑ 1 &2 Family ❑ Single Tenant ❑ with locking V ❑ Impractical ❑ Industrial ❑ Multiple Tenant ❑ Apartment ❑Storage ❑ Mercantile No.of Units:_ ❑ Health Care ❑ High Rise ❑ Class A ❑ Day Care ❑ Hospital ❑ Underground ❑ Class B ❑Adult ❑ Nursing Home ❑Windowless III Class C ❑Family ❑ Ambulatory ❑Other: ❑ Covered Mail ❑Group ❑ Limited ❑Other: Type of Construction per NFPA 220:(Check all that apply) ❑ Type I ❑Type II ❑ Type III ❑Type IV ❑ Type V ❑ 1(443) ❑ II(222) ❑ 111(211) ❑(2HH) ❑V(111) ❑ 1(332) ❑ li (111) ❑ III(200) ❑ V(000) ❑ II (000) Approved Systems Provided(Check aJl that apply): ❑Automatic Sprinklers ❑ Fire Alarm ❑ NFPA 13 ❑Throughout the Building ❑ Manual Activation ❑Occupant Notification ❑ NFPA 13R ❑ Partial:Location ❑Automatic Activation ❑ General ❑Zoned ❑ NFPA 13D ❑ Electrically Supervised ❑ Throughout the Building ❑ Voice Evacuation ❑ CSFSC 7-7.1.2 Isolated Hazardous Area System ❑ Partial Location: Location: ❑ Water Flow ❑ Special System: ❑ Emergency Lighting[] NFPA 96 Hood System ❑ Other Activation Means: ❑ Smoke Control ❑ Standpipe; Class: ❑ Other Systems: Other Information: Silo7of a. I Electric # APPLICATION FOR BUILDING PERMIT HIVAC#g# _ 151 Sand Hill Road Date: A131 I ko Sprinkler# 1000121 Estimated Cost $ `1 ,e)Cc FINAL APPROVALS Permit Fee $ (A5 Building COMPLETE RED BOXED AREAS Occupancy Fee $ V6 Engineering TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE t Appr.forCO. Total Fee $ `I b TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (A dditional Cost) $ t 3d6 The undersigned hereby applies to do work according to the following: Applicant ,,rrP�I� Location of Work 15 ( l ( Lot No. Applicant's Address �03'3�1J •t3� �c 1 �YL✓lu(d GT 6)(0L103' Tel # ZV"34a)(,o 1�_ 1 27 Town Zip Lic.# M(() becx7 S 7(o Owner sepr/(R 0-4 n U—J- Architect Owner's 1Ad��d--re..��,ss CKI 6 Z_i UiL l)W— Architect's Address �, �'�F d C.Z Ul0 l op, Zip Zip Sq. Ft.New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit 3 T = City Water 0 Well 0 Septic System 0 Sewer 0 Ins: HO SP Cert. Area Basement Garage Approved by Date D Use Gro onstruction Type- --' Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is locate this ding and its use is allowed. Sig ed __. I hereby apply for a Certificate of Occu for the work described in this application for the permit. Signed , L DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Electric # 151 sand APPL T N Ok B IL IN PERMIT Plumbing# Hill Rd. 0 9 1'1 �D rJ HVAC# „tr Sprinkler# P.-0\NAo Estimated Cost $ FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OF PRINT ONLY Eng. Insp. Fee q $ Affidavitj"RTMENT, ► SIGN ON REVERSE SIDE / Total Fee $ Appr.for CO. TO THE BUILD TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereb applies to do wort according to tl�e�olLowing: Applicant t Lo ationofWork -�— Lot No. d Applicant's Address 121 b 151alL Tel # 17 Town Zip/ffod 1 Z Li .# fJ Own w Architect t Owner's Address 241 Architect's Address mow• Zip Zip Sq. Ft.New Area: 1 st FI. 2nd FI._ 3rd FI. Total New Area Purpose of this permit (,&Cit/ City Water❑ Well❑ Septic System 0 Sewer❑ Ins: HO P Cert. ✓ Area Basemen Garage Approved by Date z Use Group (f Construction Type I hereby agree to conform to all the req/Inspe the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Buildin f any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this bui located the pro stanc all street lines,side yard lines,and required distances from all other zones and is lo h this b allowed. Sig 4 o 'F I hereby apply for a Certificate of Occupa ork described in thi pp ica ion for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS f INSPECTION FIELD SHEET 10/05/10 Printed by Kehoe, Alice 12 00 59 INSPECTION: 32605 FOOTING PERMIT: • STATUS: APPLICATION: 201000748 LOCATION: 151 SAND HILL ROAD SOUTH WINDSOR PROPERTY ID: 79800151 OWNER: SOUTH WINDSOR TOWN OF 56 CONTRACTOR: REQUEST BY DESCRIPTION: ADD ANTENNAS TO TOWER WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 09/29/10 UNPAID FEES 00 Date Time TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS INSPECTED INSPECTOR RESULT INSP DESCRIPTION 09/29/10 ROSE N/A B002 FOUNDATION 09/29/10 ROSE N/A B003 FRAMING (ROUGH) 09/28/10 ROSE N/A B004 INSULATION 09/29/10 ROSE N/A B005 FIREPLACE / CHIMNEY 09/29/10 ROSE N/A B006 WOOD / GAS STOVE 09/28/10 ROSE PASS B009 OTHER 09/29/10 ROSE N/A BO10 FINAL Electric # APPLICATION FOR BUILDING PERMIT Plumbing# Date: HVAC # 1 51 SandUi ll Read �L-t CD Sprinkler# 900183 FINAL APP VALS -- — - - Estimated Cost $ �lcX� Building i --- ----- ---- - -- Permit Fee $ w�� Engineering COMPLETE RED BOXED AREAS 1 I Occupancy Fee $ Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr. for d -3-he SIGN ON REVERSE SIDE �� Total Fee $ Ilid uz- TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant T rn��,;�,b G,h,r.,,� ��,. Location of Work I S ��� NFU.. �, b ,,Lot No. Applicant's Address c1l RJ( U,,7VA Tel.# Town C.1 Zip O(D O 0 Z Lic.# M C h -p)cj- Lo g 9 Owner �Q�(,,) o7- Saute W,n>©S ce.. Architect Zvi c� Owner's Address 1 S`AcD Suit t v�t-3 Aq Architect's Address IS (z c<T S Sao�J w.�aG:�, - �� ZipL c o1`t YLG w c� 6 N 16 S- dM� Sq. Ft. New Area: 1 st FI. 2nd Fl. 3rd FI. Total New Area Purpose of this permit u►r� o A i �� F LL City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage ��/Approved by Date __ Use Group Construction Type Revised 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this b Iding and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS i 04;15/2009 09:45 FAI 860 693 2921 SITE WIRELESS CZ002 SITE WIRELESS , INC 3-11-09 In regards to: GC Management MCO 2009 License To Whom it May Concern, Site Wireless and GC Management has instructed Transcend Wireless to pull permits on our behalf. Sincerely, Greg Marsh President Sam Tripsas Transcend Wireless,LLC T Mahwah,NJ 07430 Transcend Wirefess :201.92i7.07-7* o6lleAY 6 stripsas�franscendwireless.eom 594 MA,N s*rK11BT• PO BOX 107 NEW HARTFORD 06057 TSL: SOD-573.9957 • rnx: s6o-643-2921 INSPECTION FIELD SHEET 10/05/10 Printed by Kehoe, Alice 12 12 34 ,- INSPECTION: 23332 FOOTING PERMIT: STATUS: APPLICATION: 200900502 LOCATION: 151 SAND HILL ROAD SOUTH WINDSOR PROPERTY ID: 79800151 OWNER: SOUTH WINDSOR TOWN OF 56 CONTRACTOR: REQUEST BY: DESCRIPTION: SWAP OUT ANTENNA ADD CABINET TO EXISTING CELL SITE WORK ORDER: INSPECTOR: DOUG RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 10/05/10 UNPAID FEES 00 Date Time TIME TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 10/05/10 DOUG N/A B002 FOUNDATION 10/05/10 DOUG N/A B003 FRAMING (ROUGH) 10/05/10 DOUG N/A B004 INSULATION 10/05/10 DOUG N/A B005 FIREPLACE / CHIMNEY 10/05/10 DOUG N/A B006 WOOD / GAS STOVE 12/03/09 DOUG N/A B009 OTHER 02/03/10 ROSE PASS BO10 FINAL Electric # 151 Sand HI11 Wj)cct,ICATION FOR BUILDING PERMIT Plumbmg# 13000038 Date: 'HVAC# — — Sprinkler# Estimated Cost $ 15,0o� FINAL APPROVALS Permit Fee $ S Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE � AppnforCO. � Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ ->st i 42 N The undersigned hereby applies to do work according to the following: Applicant LocationotWork /S/ ` — ' otNo. Applicant's Address 5 Tel #.SOi•Z Y/ice/X3/�f Town Zip O/ 57 Lic.# "-W40. D9dZ9 7-;L _ Owner Architect Owner's Addre /S'yd I& A J4� Architect's Address 4144u bxr G✓ Zippy Zip- Sq.Ft.New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area _ Purpose of this permit City Water❑ Well D Septic System 0 Sewer J a6 i t,00' Ins: HO S � Area Basement Garage �� Ee Approved by ��(( Date r3 Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the prop r distance from all street lines,side yard lines,and required distances from all other zones and is located in whic is t3[7fttYtr► d its use is allowed. Signed oy�.rtc�ir;i•�'��"`— I hereby apply for a Certificate of Occupanc work described in this application for the permit. Signed _ S3*- 46 `c��I�, DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET O1/11/16 Printed,by Peart, Dayshell 14 02 25 11/10/15 ROSE N/A B006 WOOD / GAS STOVE , 12/10/15 ROSE N/A E001 ELECTRIC SERVICE 12/10/15 ROSE N/A E002 ELECTRIC UNDERGROUND 12/10/15 ROSE N/A E003 ELECTRIC ROUGH JOHN @ 1-781-715-5532 L INSPECTION FIELD SHEET O1/11/16 Printed by Peart, Dayshell 14 02 25 iNSPEECTION: 55066 FOOTING PERMIT: STATUS APPLICATION: 201300065 LOC: 151 SAND HILL ROAD SOUTH WINDSOR PROPERTY ID: 79800151 OWNER: SOUTH WINDSOR TOWN OF 56 CONTRACTOR: REQUEST BY: PROJ DESC: REPLACE EXISTING ANTENNAS WITH NEW AND GROUND EQUIPMENT. WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 12/10/15 UNPAID FEES 10 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION O1/23/13 SUMM N/A F005 FM PENETRATIONS/SEPERATION O1/23/13 SUMM N/A F010 FM ABOVE CEILING O1/23/13 SUMM N/A F015 FM FIRE ALARM TEST O1/23/13 SUMM N/A F025 FM EMERGENCY/EXIT LIGHTING O1/23/13 SUMM N/A F035 FM EXITS O1/23/13 SUMM N/A F040 CO -FIRE MARSHAL INSPECTION 12/10/15 ROSE N/A H002 HVAC UNDERGROUND 12/10/15 ROSE N/A H003 HVAC ROUGH 12/10/15 ROSE N/A P002 PLUMBING UNDERGROUND 12/10/15 ROSE N/A P003 PLUMBING ROUGH 12/10/15 ROSE N/A P004 PLUMBING GAS TEST 12/10/15 ROSE N/A 5002 SPRINKLER UNDERGROUND 12/10/15 ROSE N/A 5003 SPRINKLER ROUGH 12/10/15 ROSE N/A S005 HYDRO TEST 12/10/15 ROSE N/A 5006 TRIP TEST 12/10/15 ROSE N/A 5007 MAIN DRAIN 12/10/15 FOLG PASS Z003 CO PLANNING INSPECTION 12/10/15 ROSE N/A B002 FOUNDATION 12/10/15 ROSE N/A B003 FRAMING (ROUGH) 12/10/15 ROSE N/A B004 INSULATION 12/10/15 ROSE N/A B005 FIREPLACE / CHIMNEY r STATE OF CONNECTICUT CONNECTI CUT SITING COUNCIL Ten Franklin Square, New Britain, CT 06051 Phone: (860) 827-2935 Fax: (860) 827-2950 py, ME E-Mail: siting.council@ct. ov Daniel F. Caruso RECEIVED Internet: ct.go csc RECEI Chairman NOV 02 9601110 October 25,2010 SOU1HMNDSORnWNGDEPi Kenneth C.Baldwin,Esq. Robinson&Cole LLP 280 Trumbull Street Hartford,CT 06103-3597 RE: EM-VER-132-100216-Cellco Partnership d/b/a Verizon Wireless notice of intent to modify an existing telecommunications facility located at 151 Sand Hill Road, South Windsor,Connecticut. Modification. Dear Attorney Baldwin: In addition to the Connecticut Siting Council(Council)acknowledgement dated March 22,2010(filing dated February 16,2010),the Connecticut Siting Council(Council)hereby acknowledges your notice to modify this existing telecommunications facility,pursuant to Section 16-50j-73 of the Regulations of Connecticut State Agencies with the following conditions: • Any deviation from the proposed modification as specified in this notice and supporting materials with Council shall render this acknowledgement invalid; • Any material changes to this modification as proposed shall require the filing of a new notice with the Council; • Not less than 45 days after completion of construction,the Council shall be notified in writing that construction has been completed; • The validity of this action shall expire one year from the date of this letter;and • The applicant may file a request for an extension of time beyond the one year deadline provided that such request is submitted to the Council not less than 60 days prior to the expiration; The proposed modifications including the placement of all necessary equipment and shelters within the tower compound are to be implemented as specified here and in your notice dated October 7,2010. The modifications are in compliance with the exception criteria in Section 16-50j-72(b)of the Regulations of Connecticut State Agencies as changes to an existing facility site that would not increase tower height,extend the boundaries of the tower site, increase noise levels at the tower site boundary by six decibels,and increase the total radio frequencies electromagnetic radiation power density measured at the tower site boundary to or above the standard adopted by the State Department of Environmental Protection pursuant to General Statutes § 22a-162. This facility has also been carefully modeled to ensure that radio frequency emissions are conservatively below State and federal standards applicable to the frequencies now used on this tower. This decision is under the exclusive jurisdiction of the Council. Please be advised that the validity of this action shall expire one year from the date of this letter. Any additional change to this facility will require coeaecncCSC Affirmative Action/Equal Opportunity Employer EM-VER-132-100216 October 25,2010 Page 2 explicit notice to this agency pursuant to Regulations of Connecticut State Agencies Section 16-50j-73. Such notice shall include all relevant information regarding the proposed change with cumulative worst-case modeling of radio frequency exposure at the closest point of uncontrolled access to the tower base,consistent with Federal Communications Commission,Office of Engineering and Technology,Bulletin 65. Thank you for your attention and cooperation. Very truly yours, Linda Roberts Executive Director LR/CDW of c: The Honorable Matthew Streeter,Mayor,Town of South Windsor Matthew B.Galligan,Town Manager,Town of South Windsor Marcia Banach,Director of Planning,Town of South Windsor SBA G VWB.kM-V JUZOt^SOWINDSO'dc1010285aMHfllmodlro &DOC APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APP O 1540 SULLIVAN AVENUE � _ 644-2511 ext. 230 Bldg.Permit# Date Building lnspect��j r Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 5 CIA 11 1+, l� "'I Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT �c APPLICANT ADDRESS ��� b C�aP�,✓� (�Fnn,:S i>� Cam,g(R5 APPLICANT'S PHONE# �(� OWNER rn,'A o� EMI N S�4< OWNER ADDRESS OWNER PHONE F ESTIMATED COST$ C � .•�j (� IS THIS A CONTRACT COST? - Yes No FEE ENCLOSED$ TYPE OF JOB: ® New Installation Alteration/Addition/Repair pU�l Revised 03/05/1u APPLICATION FOR HVAC PERMIT(Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: O'HEATING ❑ RESIDENTIAL LT A/C a-COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC ❑ WARM AIR ❑ UNIT RADIANT.HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) '-)b�� c-,e acwE� GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION: ❑ INSIDE ❑ OUTSIDE CAPACITY ❑ GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP: OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. -_' H CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE , 5 1 AIR, TEMP MECHANICAL. SERVICES INC. 360 Captain Lewis Drive Southington, CT 06489 (860)953-8888 Tel (860)953-5877Fax CT HTG.0390692-S1/CT SHbf.0002010-SA11 SBE Certified DATE: a6 6 t I 52(k k&V— authorize vrS�6� Licensed Contractor Xgent to sign the building permit application as my agent to perform work at: Address: 151 S'O1 Ali(( Job Name/Description: Start Date: a /(6 License#/Type: t7�G• O�ld�?Ra ��� Agent Signature: G2 � Licensed Contractor Signature: • 1SEP 0 ; 2014 BuildingSouth W • . . R.LaBrecque CUSTOM ELECTRIC 52 Main Street Manchester CT,06042 + i L- 0uyIt: , I 3ox36x 12, 4-1 c `C.Z) 3f I CDNDVITS $ C3J 1„ GONDUlrs krs'r7Av6' �2� 3��Go/vflu�rs 250 Ov�'72.Nra� d A /N C67L/N�j V Ed/S�T i � N J Q E=7. /GoL R-Icl rq 7a�4 ,DD wN (4-) 4,. CONDUrM IN) st,AS - h T MA/N 1 2-7-14- SK-2 • sh� r 5 i ` 4 I riw F .� Moft � � e , ►l IAIN E-. Rom B c M� P g C N � Putt F5ox MOtANTC-D TO UVP6?LStDi5 of ATS? W )Tj+ IZ.EMOVA g(,�cv4vp, , 1 E<jC 1ST NC, Ct,.l ,l-"e-0 I V U17S u NbpL jop� Ste- Z B-27-14- FAoM f^41N To ATS . P) SETS OF ;*.¢,++ bL0 w/ 4 comb . ?eTL . S e-r- 34 /,�l► '-V zo�1 R-Si1n OVA6 St�ar�IL L,� 'fo P V 1 zw Rer'ro►ias3 cov�- o c C o UTrt'"yL �GYI— I.B,;)lv- MAP SLv IIZ4 2'' FI.AUGE oN�3, SI9E� • itcOT of ur�2 ,00 0061, 40 �M r• � s _ r lit � ® • • ,. S t � i DLO-DIESEL LOCOMOTIVE CABLE 90°C 2000 VOLT DLO UL RHH/RHW 600 VOLT, r � e C SA R90 1000 VOLT —1 A P P L I CAT I ON S Suitable for use as follows: • Diesel electric locomotives • Telecom power supply • Oil and gas drilling rigs • Mining and earth-moving equipment • Shipyards • Motor leads -�• Where flexible power leads must be installed in conduit or raceways STANDARDS & REFERENCES • UL Listed • Accepted for listing by MSHA • CSA R90 • RoHS Compliant CONSTRUCTION • Conductor: 900C Temperature 10 AWG through 777.7 MCM stranded tinned annealed copper per AAR 589 Rating • Insulation: Premium-grade 90'C EP Excellent Impact and • Jacket: Abrasion Resistance VIPER TM CPE, black Resists Oils,Acids, • Sample Jacket Marking: Alkalies, Heat,Flame SIZES 10 THROUGH 1 AWG-SOUTHWIRE VIPERTM (SIZE)(STRANDING) 90'C DLO 2000 VOLTS P-7K-123040 MSHA CSA R90 1000V(UL) RHH or RHW 600 VOLTS Flexible Tinned Capper Stranding SIZES 1/0 THROUGH 646.4-SOUTHWIRE VIPERTM (SIZE) 90°C DLO 2000 VOLTS P-7K-123040 MSHA CSA R90 1000V(-40'C) FT-1 -(UL) RHH or RHW FT4 Upon Request 600 VOLTS SUNLIGHT RESISTANT FOR CT USE NOTE: (535.3 AND 646.4 MCM printed (UL) RHH OR RHW 2000 VOLTS) SIZE 777.7 MCM ONLY-SOUTHWIRE VIPER TM C(UL) TYPE RHW-2 21KV VW-1 FOR CT USE TYPE DLO 2000V 90'C P-102 MSHA PACKAGING • Lengths cut to order • Some constructions subject to minimum order quantity DL o)@ 7 5- 'c 3 sE-IS of ¢ C�VN,PuCr'-#t s t/1ltl' of Southwire 9 MSHA 4reen Spec \•� OEM Division LISTED NEuiHiDwl INETYSTRRANTmN RoHISCompliant PAGE 30 COMPRESSION ce r C Uti Shoo-InTo FLEX-CABLE CONNECTORS For copper cable For flexible cable applications in locomotive,marine,mining,welding 600 V` ;.1;;;, machinery,temporary power,wind power and transformers Features flared Shoo-inT'" barrel opening for easy cable Insertion :�'r Copper,tin-plated for corrosion resistance SHORT BARREL LUGS Inspection hole for visual inspection of wire Insertion GL-FX SERIES ' One-Hole DIESEL-LOCOMOTIVE CLASS H CLASS M NAED CATALOG APPROX CABLE ROPE CABLE WELD CABLE BOLT U-TYPE DIE EST.SHIPPING NUMBER NUMBER (AWG)MCM STRAND AWG/MCM AWG/MCM SIZE COLOR INDEX WEIGHT(ibs) UNIT 32170 GL 50FX56 (3)60.5 125124 #4 #4 5116 GRAY 8 0.04 EA 32171 GL 60FX56 (2)60.6 150/24 #2 #2 5/16 BROWN 10 0.04 EA 32172 GL 90FX56 (1)90.9 225/24 #1 #1 5/16 GREEN 111375 0.05 EA 32173 GL111FX38 (1/0)111.1 275/24 1/0 #1/0 3/8 PINK 121348 0.06 EA 32174 GL 131FX48 (2/0)131.3 325124 2/0 - 112 BLACK 13 0.08 EA 32175 GL 181FX48 (3/0)181.8 450/24 310 #210 1/2 ORANGE 14 0.11 EA 32176 GL 222FX48 (4/0)222.2 550/24 4/0 #310 112 PURPLE 15 0.14 EA • For angle lugs 32177 GL262FX48 262.6 650124 250 #410 112 WHITE 17/298 0.15 EA consult factory 32178 GL313FX48 313.1 775/24 300 250 1/2 RED 18/324 0.37 EA for availability. 32179 GL 373FX48 373.7 925/24 350 300 1/2 BLUE 191470 0.38 EA 123 GL 444FX48 444.4 1100/24 400 350 1/2 BROWN 20/299 0.55 EA • For blank tangs 32 t GL 535FX48 535.3 1325124 500 400 1/2 PINK 300 0.56 EA consult factory 32183 GL 646FX58 646.4 1600/24 700 600 5/8 BLACK 24/473 0.57 EA for availability. 32184 GL 777FX58 777.7 1925/24 800 700 518. YELLOW 936 0.92 EA 32185 GL 929FX58 929.2 2299/24 1000 900 518 - P44RT 1.10 EA 32186 GL1111FX58 1111.1 2745124 1250 1000 518' - P45RT 1.30 EA 'May be used for applications up to 35 KV when proper Installation and Insulation procedures are employed. Two hole NEMA and other configurations available.Consult factory. SHORT BARREL SPLICES s a4r, . `1r 1=. Positive center stop . ;y1,��` For copper cable SC-FX SERIES 600 V• DIESEL-LOCOMOTIVE CLASS H CLASS M NAED CATALOG APPROX CABLE ROPE CABLE WELD CABLE U-TYPE DIE EST.SHIPPING NUMBER NUMBER (AWG)MCM STRAND AWG/MCM AWG/MCM COLOR INDEX WEIGHT(lbs) UNIT 32150 SC 50FX (3)50.3 125/24 #4 94 GRAY 8 0.05 EA 32151 SC 60FX (2)60.6 150/24 #2 #2 BROWN 10 0.05 EA 32152 SC 90FX (1)90.9 225/24 #1 #1 GREEN 11/375 0.06 EA 32153 SC 111FX (1/0)111.1 275/24 1/0 #1/0 PINK 121348 0.07 EA 32154 SC 131FX (2/0)131.3 325/24 210 - BLACK 13 0.09 EA 32155 SC 181FX (3/0)181.8 450/24 3/0 #210 ORANGE 14 0.11 EA 32156 SC 222FX (4/0)222.2 550/24 4/0 #3/0 PURPLE 15 0.14 EA 32157 SC 262FX 262.6 650/24 250 #4/0 WHITE 17/298 0.15 EA 32158 SC 313FX 313.1 775/24 300 250 RED 18/324 0.22 EA 32161 SC 373FX 373.7 925/24 350 300 BLUE 19/470 0.32 EA 32159 SC 444FX 444.4 1100124 400 350 BROWN 20/299 0.40 EA 32160 SC 535FX 535.3 1325/24 500 400 PINK 300 0.52 EA 'May be used for applications up to 35 KV when proper Installation and insulation procedures are employed. Due to the variety of styles of high-strand,flexible cable,and due to the variations among cable manufacturers,it Is recommended to fit the conductor to the actual cable being utilized.(See Sizing Guide). For sizes not listed consult factory for availability. www.greaves-usa.com 11 Heritage Park,Clinton,CT 06413-Phone 860-664-4505-Fax 860-664-4546 TOLL FREE 1-800-243-1130(Outside CT) II TM Shoompin PT-FX Series adapters are designed to terminate high-strand flex-cable (locomotive, mining, welding) to machinery, panels, and transformers. The pins fit mechanical set-screw type connectors and are sized for the current carrying capacity of the cable. These adapters feature the Greaves flared Shoo-in'' barrel-opening design for easy cable insertion. Insulating covers are provided. Wherever flex-cable terminates ' in a set-screw lug: f Construction Sites Drilling ! . 1 Theme Parks a01 - --. � ' Locomotive Welding e Marine * Mining mlw I ' A W W • � L7 APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: 115 Est. Cost: $ 2i3mCb Date: Permit Fee:$' •� JCL Final Inspections: Sign Permit# L Approved: Building Electrical Permit# Zoning u Applicant:_ o...)a �F So�z� �.S'—a�s��Business Name: '�e�� 4R►z= ' Applicant Address: 1 fJ \ Saao � �ZciaCJ Phone: -�`)a' b 2-5 Address of Proposed Sign(s): Zone: TYPE of SIGN: ,�Wall or❑Free-standing New or❑ Replacement Illuminated?[�fNo Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft): Sign Height: Sq Ft of Existing signs on site: Free-standing: Wall: Proposed Building Sign: Building Frontage(ft): I-//& Sign Size(sq ft): Description of sign materials and lighting: .z'`•-�- ���: - z����=^'�'��� ATTACH DIAGRAM OF SIGN I have read, understand a=Ao-abideheSouth Windsor Zoning Regulations,Signs. INCLUDING DIMENSIONS AND MAP WITH Applicant: A, -- Date: I Z I b SIGN LOCATION I ON PROPERTY Property Owner: Date: IR SOUTH / • i POLICE 025-5" L- !o-ay < .t APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE)860-644-2511 EXT.230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: 2CLL)l9 APPROVED: BLDG.PERMIT NUMBER: DATE INSPECTOR LOCATION OF WORK: l ) l j k i) l KA APPLICANT: OWNER: TYPE OF STRUCTURE: V w`a 0 l s w:61 U-)Yld bL O NEW BUILDING NAME:�TCj1WT 1►w4kA4-j Ca UI'. NAME: ��/�( l�Q�" (�ICG C 2 ❑ADDITION PHONE NUMBEIIR R L sll �7 R 2:L PHONE NU TMBER�c(�D 1 _J 5 Z�", STING BUIIDING ADDRESS lt7 �LfM(1 VQ� ADDRESS: 1�L4 3 ( `/r/.l'I C�/ 1� TYPE OF USE: U RESIDENTIAL o COMMERCIAL HVAC INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF SYSTEM: ❑HEATING ❑A/C rI 2 HEATING: \,{ TOTAL HEAT LOSS(BTUH) °F (HEAT LOSS SHEET REQUIRED) j DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.): L /lx rM ESTIMATED COST:$ AIR CONDITIONING: //� �rn Q DESIGN TEMP:OUTSIDE °F INSIDE °F DIFFERENCE F° FEE ENCLOSED:S �9(P •v(� ��b TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET REQUIRED) DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): FEE SCHEDULE:Sig PER S1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER (16 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE NO.: `l PER/F`OMANCE OF SUCH WORK. �T CONTRACTORS LICENSE v TYPE: S STATE: C1 SIGNATURE OF APPLICANT: DATE: a oa000so-7 Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# 151 Sad Hitt IL-ad I Oil Date: A Sprinkler# 176411 Estimated Cost $ 7 • FINAL APPROVALS Permit Fee $ •30 Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. PIN- SIGN ON REVERSE SIDE A Total Fee TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant A, '' ationnfWork - / _LotNo. Applicant' ddress -�� �GG� Tel # y13 Town Zip V�D`Z,�J Lic.# I. Owner '?' ►, Architect Ow s Address i ll dc.c. i,V&svCX/�t AZ'�Architect's,Adddress / (/, Zip G�i077 Zip Sq. Ft. New Area: 1 st FI. 2nd,Fl. 3 d_F. Total New Are Purpose of thj, per it )IY4 t7g Alig.L12 City Water .4— Well J Septic System J Sewer I'IOI Ins: HO SPf Cert. Area Basement Garage Approved by I Date _ 1 . 1 Use Group Construction Type Revised 1108 I herebyagree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town f 9 q o 0 South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be to d the proper dis nce from all street lines,side yard lines,and required distances from all other zones and is I i 1h building and use is alto ed. S ned I hereby apply for a Certificate of Occupancy for the work descri ed in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET O1/12/21 Printed by Middleton, Morgan 10 43 37 INSPECTION: 99726 FINAL PERMIT: STATUS APPLICATION: 201701520 LOC: 151 SAND HILL ROAD SOUTH WINDSOR PROPERTY ID: 79800151 OWNER: SOUTH WINDSOR TOWN OF 56 CONTRACTOR: REQUEST BY: PROJ DESC: REPLACE HOLLOW METAL DOOR, FRAME AND HARDWARE AT REAR OF WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 01/22/18 PRIORITY: SCHEDULED: 01/22/16 PM COMPLETED: 01/22/18 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS REAR METAL DOOR REPLACEMENT Electric # APPLICATION FOR BUILDING PERMIT Plumbing# /51 h I I �� HVAC# I -F Date: U Sprinkler# Estimated Cost $ FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. ► SIGN ON REVERSE SIDE 4 Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant cation of Work—� -- _-- —Lot No. Applicant's Address ay Aar Tel # 023P 2 X Town�JST71C/1� Zip___4�7/6T/ - Lic #,CW, W 149Z Owner SO;)0004yyyIV / ► Architect Owner's Address/ , /�jt /L Architect's Addressjf I-- Zip — Sq. Ft. New Area: 1 st FI. A/ 2nd FI. kp h�— 3rd FI.M/ _Total New Area AO Purpose of this permit 'I J r City Water /�L We ('rep Ins: HO SP Cert. V Area Basement Garage Approved by Date 3-19-� Use Group C Construction Type pa0oa353 Ce44_ zo3-It* J - l /O ,Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which /jildtg and its use is allowed. Signe � I hereby apply for a Certificate of Occupanc for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET O1/12/21 Printed by Middleton, Morgan 10 42 40 INSPECTION: 129852 FINAL PERMIT: STATUS APPLICATION: 202000353 LOC: 151 SAND HILL ROAD SOUTH WINDSOR PROPERTY ID: 79800151 OWNER: SOUTH WINDSOR TOWN OF 56 CONTRACTOR: SBA COMMUNICATIONS 1-508-251-0720 3804 REQUEST BY: PROJ DESC: SWAP 6 EXISTING CELL ANTENNAS WITH 6 NEWER CELL ANTENNAS WORK ORDER: INSPECTOR: WEAR RESULT: PASS REQUESTED: PRIORITY: SCHEDULED: 06/23/20 PM COMPLETED: 06/23/20 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: t Electric# APPLICATION FOR BUILDING PERMIT Plv-nbing# 151 Sand Hill Road HVAC# 13 n n n n 5 4 Date: Sprinkler# FINAL APPROVALS Estimated Cost Building COMPLETE RED BOXED AREAS Permit Fee $-l Engineering Occupancy Fee $ Affidavit TYPE OR PRINT ONLY Eng.Insp.Fee $ j Appr.for CO. 110, SIGN ON REVERSE SIDE 4 Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ `�11 The undersigned hereby applies to do work according to the following: Applicant s1j kc,&AAe—t I-A Mlon &64Locationomork-151 S , l o Lot No. Applicant's Address�4r0o 1ALar-A PGt rkgi7�1 Tel # Town Zip (Q 4z l 11 Lic.# OwnerSBA Architects✓hs�r �t.�6/1v1 C I I Owner's Address Shoo C3ya ,�(JkwN t Architect's Address _ � - Zip i Sq.Ft.New Area; 1st Ff. 2nd FfOF I . 3rd Ff. Total New Area Purpose of this permit b h h d r t N rti vtin.o ci,c�1 rsvl i-f- U City Water C] Well❑ Septic System 0 Sewer O O 0 7- Ins: HO SP _ Area Basement Apprsaved by ,f 1� Garage a ej • t Use Group Construction Tvr►e I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed 1 hereby apply for a Certificate of Occupancy for the work described in;this ap lication for the permit. Signed i DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS i i f 3 i 1 i I I Bums& Transmittal McDonhell Date: December 10, 2012 To: Chris Dougan 1540 Sullivan Avenue South Windsor, CT 06074 860 644-2511 Via: FedEx Overnight Subject: CT33XC555 Building Permit Application Enclosed are the following: No. of Copies Description and Remarks 3 Signed and Sealed Plans 1 Check for BP Fee 1 Building Permit Application Chris-This is our building permit application package. Let me know if you have any questions, (816) 823-7031 or arobinett@burnsmcd.com Very truly yours, BURNS cDONNELL ENGINEERING CO. By: 'S cy l r Allison Robinett,P.E. B Transmittal McDonnell Date: December 13,2012 To: Chris Dougan 1540 Sullivan Avenue South Windsor, CT 06074 860 644-2511 Via: FedEx Overnight Subject: CT33XC555 Building Permit Fee Check Enclosed are the following: No. of Copies Description and Remarks 1 Check for BP Fee Chris-This is the updated fee check. Please send back the old one if you haven't already so we may void it. Let me know if you have any questions,(816)823-7031 or arobinett@burnsmcd.com Very truly yours, BURNS McD NNELL GINEERING CO. By: Ison Ro nett,P.E. INSPECTION FIELD SHEET O1/12/21 Printed by Middleton, Morgan 10 39 43 INSPECTION: 54542 FINAL PERMIT: STATUS: APPLICATION: 201201705 LOC: 151 SAND HILL ROAD SOUTH WINDSOR PROPERTY ID: 79800151 OWNER: SOUTH WINDSOR TOWN OF 56 CONTRACTOR: REQUEST BY: PROJ DESC: POUR CONCRETE PAD. INSTALL HYDROGEN FUEL CELL AND WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 03/20/13 PRIORITY: SCHEDULED: 03/27/13 AM COMPLETED: 03/27/13 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 151 Sand Hill Roact HVAC# 11000264 Date: Sprinkler# Estimated Cost $ 461 860-- FINAL APPROVALS Permit Fee —$ FiEt WAIVE-0— Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE t A r.forCO. �dk. rce CoYQCM�( pp Total Fee $ Zl•3Z TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ `2A"`%I The undersigned hereby applies to do work according to the following: Applicant JUAtO&Q Location of Work AlCd- D Lot No. Applicant's A ress /z3/ Tel # 6?60 '6i''9V06 Town f,�/ D4X 61 Lic.# /YIt3C�e Qlyby 8S` Owner cC� _ Architect / zi cz_ t � A- Owner's ddress Architect's Address ;Xf 7o(�f0 ��_ . Zip Zip Sq. Ft. New Area: 1 st FI. 4=4 2nd FI. 3rd FI. Total New Area Purpose of this permit 09a) 4C012G. A19,00 eGE4w r �4£ City Water J Well 0 Septic System ❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved by Date /D// Use GroujL-,Z6C_ Construction Type BRevised 1108 = I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of an teration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be to the proper distance from all street lines,side yard lines,and required distances from all other zones and*Occun ding and its use allowed. I hereby apply for a Ce work described in this application for the permit. ELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET O1/12/21 Printed by Middleton, Morgan 10 38 01 INSPECTION: 40156 FINAL PERMIT: STATUS APPLICATION: 201100557 LOC: 151 SAND HILL ROAD SOUTH WINDSOR PROPERTY ID: 79800151 OWNER: SOUTH WINDSOR TOWN OF 56 CONTRACTOR: REQUEST BY: PROJ DESC: RENOVATIONS--DEMO AND INSTALL NEW FLOOR, CEILING, AND HALLS WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 08/11/11 PRIORITY: SCHEDULED: 08/11/11 AM COMPLETED: 08/11/11 UNPAID FEES: 10 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ,O~~ 3" 1 - Town of South Windsor Building Department a Electrical Permit. ELEC-21-124 APPLICANT NAME: Matt Stancavage EMAIL ADDRESS: monica@mjmelectricllc.com ADDRESS: 59 Bridge St Thomaston, CT 06787 LOCATION ADDRESS: 151 SAND HILL RD South Windsor CT 6074 OWNER: SOUTH WINDSOR TOWN OF 56 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: Installation of a 25kw diesel generator and transfer switch March 29, 2021 BUILDING OFFICIAL DATE SIGNED " ALL_WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT' *"PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— . . . i �OMN �1 Town of South Windsor Building Department iOR co' Building Permit: BLDP-21-192 APPLICANT NAME: Matt Stancavage EMAIL ADDRESS: monica@mjmelectricllc.com ADDRESS: 35 Griffin Road South Bloomfield , CT 06002 LOCATION ADDRESS: 151 SAND HILL RD South Windsor CT6074 OWNER: SOUTH WINDSOR TOWN OF 56 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: Installing a 8x6ft concrete pad extension �z March 25, 2021 BUILDING OFFICIAL DATE SIGNED ***ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT- -PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— 6/15/2021 r <� Town of South Windsor Building Department h Vj oR-CVa�E% Building Permit: BLDP-21-294 APPLICANT NAME:Allison Hebei EMAIL ADDRESS: ahebel@clinellc.com ADDRESS: 750 West Center St. STE 301 W. Bridgewater , MA 02379 LOCATION ADDRESS: 151 SAND HILL RD South Windsor CT6074 OWNER: SOUTH WINDSOR TOWN OF 56 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: AT&T modifications include replacing(3)antennas, replacing(6)RRUs and adding(3)RRUs to existing cell tower. No change to tower height or compound. OF May 13, 2021 BUILDING OFFICIAL DATE SIGNED -ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT" PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL- U� Electric # APPLIICAT`ION FOR BUILDING PERMIT Plumbing# 5� so'n d 1A- (k i�-C'�d Date: //—�g— V HVAC# —� - Sprinkler# (4c.SCU,-?L, Estimated Cost $ C vo FINAL APPROVALS Buildin - COMPLETE RED BOXED AREAS Permit Fee $ Occupancy Fee $ Affidavits TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.forCO. SIGN ON REVERSE SIDE 4Total Fee $�� / TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: UC, Applicant„ZA(dZ20d MdE/& 5✓C> x", Location of Work 1Q L Rot.(541UPX1 Lot No. _ Applicant's Address IQ A(?QQKr.TE,-e) S%• Tel # 8605 28 9 fo 0 Town SO LJt/l &4,1 S•2 Zip 060-7!( Lic.# Owner7p/,-/,iorSou4i 4W,1a&rj Architect� e 'dweiv- Owner's Address syll ova.. Ave Architect's Address S o✓ r,y, g(soi., L�l i Zip oho N Zip Sq.Ft. New Area: 1 st FI. 2nd FI. 3rd FI, Total New Area Purpose of this permit 75D r4,S7,1L4— G ) Xocy aa,/ CON✓ace// ^e1,e- 6g�y 710 t V Me&t )0 f'- ,,-K /P so :rev ,qrc. 604c orf c ate S City Water ']. Well Z11 Septic System ZI Sewer 7 Ins: HO SP Cert. A e Basement Garage Approved by Date� �Z'� Use Group Construction Type v/-- 1-71"S n Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located ich this building and its use is allowed. Signed a I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS ��1 s�o��,-rGa �Ai� i,�dei�1 �✓t/iC�l was &7&21n11V< o So r TL1is r���illi r ')O�Zj / j�3i��t t� l�� rr/ ,¢,O�ir�a•,/4C, f�P ,�2,� yitJ l� �.—/ L/ AD �vzlwCO 1,v i��i✓iJ Pagel of 3 Dougan, Christopher 9i From: Dustin Mitchell[dustin@e-s-i.com] Sent: Tuesday, January 06, 2015 8:35 AM To: Major, Clay; Bruce Devanney; Dougan, Christopher Cc: Kowalczyk, Michael; Gantick, Michael; Doolittle, Jeffrey; Summers, Walter; Custer, Scott Subject: Town Hall Attachments: IMG_5570.jpg; IMG_5571.jpg Clay, We attached the last sign at the police department today.All the signs should be completed to the Fire Marshal and Building Inspectors satisfaction now. If something is not correct please let me know.The Fire Marshal can make his final inspection. We are waiting the arrivals of the bollard covers and that will be completed. The electrician will be removing the strobe light from the front of the building. If you have any questions,comments or concerns please let me know. Town Hall: Chris confirmed that the wire was exactly the same.Our guys are reinstalling the wiring in the basement and should be completed within a couple of hours. Have a great day Dustin From: Major, Clay [ma ilto:Clayton.Major@southwindsor.org] Sent: Tuesday, December 30, 2014 2:29 PM To: Dustin Mitchell; Bruce Devanney; Dougan, Christopher Cc: Kowalczyk, Michael; Gantick, Michael; Doolittle,Jeffrey; Summers, Walter; Custer, Scott Subject: RE: Town Hall Were the fuel lines from the tank to the building removed from the UST? Was the overfill strobe light and associated conduit for the tank removed? i I will confirm the 6th for the wire install and get back to you. A few of the concrete slabs near the tank will have to be replaced in the Spring as they were damaged during the tank removal. While I was composing this email the Fire Marshal stopped by and told me that he spoke with you about the missing tank and E-Stop signs. I understand they will be replaced ASAP. Chris, other than the signage,what do you need at this point in order for the dispenser to be used? From: Dustin Mitchell [mailto:dustin(a e-s-i.coml Sent:Tuesday, December 30, 2014 10:37 AM To: Major, Clay; Bruce Devanney Cc: Kowalczyk, Michael; Gantick, Michael; Doolittle, Jeffrey; Dougan, Christopher; Summers, Walter; Custer, Scott Subject:Town Hall 1/6/2015 Page 2 of 3 Clay, Update to the SW Police Department: The signs are completed. The Electrical is completed. We completed the fuel oil line removal in the bottom floor as well today. Per Chris we need to have the Fire Marshal inspect the tank and sign off and 1 other company as well. We have ballad covers on order and should be in tomorrow and will be installed immediately.We opted for the covers so you can have longer maintaince free bollards. Update to the Town Hall: We have the wire on order and it should be here tomorrow or Friday. I would like to schedule the earliest we can install the wire. I know you mention Mon and Wed are no good. Can we do Tuesday January 6th?To install the Camera wire? if you have any questions, comments or concerns please let me know. Thank you Dustin From: Major, Clay [mailto:Clayton.Major@)southwindsor.org] Sent: Monday, December 29, 2014 9:32 AM To: Dustin Mitchell Cc: Kowalczyk, Michael; Gantick, Michael; Doolittle, Jeffrey; Dougan, Christopher; Summers, Walter; Custer, Scott Subject: RE: Town Hall Okay, I can meet you anytime after 12 today if you want. Can you update me on the AST project at the PD?We're still waiting for the additional signage for the tank and wiring changes to the Veeder Root/Fuel Master systems to be completed so that the Building Official and Fire Marshal can inspect and sign off. From: Dustin Mitchell [mailto:dustiNle-s-i.coml Sent: Monday, December 29, 2014 9:21 AM To: Major, Clay Subject: RE: Town Hall I did. I have a couple of questions that I don't believe he has answers for. From: Major, Clay [ma ilto:Clayton.Major(a)southwindsor.org] Sent: Monday, December 29, 2014 9:16 AM To: Dustin Mitchell Subject: RE: Town Hall 1/6/2015 Page 3 of 3 1 met with the electrician week of the 15th to review the job, did he speak with you? From: Dustin Mitchell [mailto:dustin(?be-s-i.coml Sent: Monday, December 29, 2014 9:14 AM To: Major, Clay Subject:Town Hall Clay, Good Morning, My father is away in Florida and he briefed me on the camera wire at the town hall. Is this something we can meet to discuss. Thank you Dustin 1/6/2015 Page 1 of 2 Dougan, Christopher From: Major, Clay Sent: Wednesday, December 31, 2014 5:19 PM To: Bruce Devanney Cc: Dougan, Christopher; Summers, Walter; Doolittle, Jeffrey; Gantick, Michael; Clough, Leon Subject: Fwd: Fuel Master Update Bruce, See below,were pretty flexible for training next week. Let me know what day/time works for Lemelin. Sent from my iPhone Begin forwarded message: From: "Kowalczyk,Michael" <Michael.Kowalczyk(d,southwindsor.org> Date: December 31,2014 at 4:33:36 PM EST To: "Major, Clay" <Clavton.Maiornsouthwindsor.org> Cc: "Custer, Scott" <Scott.Custerr&southwindsor.org>, "Doolittle,Jeffrey" <Jeffrey.Doolittlensouthwindsor.org>, "Gantick,Michael" <Michael.Ganticknsouthwindsonom,>, "Summers,Walter" <Walter.Summers(a�southwindsor.org>, "Dougan, Christopher" <Chr_istopher.Dougan(a�southwindsor.org> Subject: Re: Fuel Master Update I will make myself available whatever day needed next week. I have no scheduled time off next week so any day we can rally the group is fine. Sent from my iPhone On Dec 31, 2014, at 4:28 PM,Major, Clay<Clayton.Majornsouthwindsor.org>wrote: Mike, I met with Bruce from ESI this afternoon to review items left on the punch list for both the UST and AST. ESI workers were onsite as well and installed all but one sign for the AST. The last sign should be put on by Friday. Bob from ESI also finished up running the new conduits to separate the Veeder-Root communication cable from the Fuel Master data cable. At this point Bruce would like to schedule Lemelin to terminate his communication cable into the Veeder Root control panel, test the system and do the training all on the same day. Please look at your calendar and let me know what you have available for Wed,Thurs or Friday and we'll see if Lemelin can make any of those days. There is one last thing that I need to investigate. Bob ran a cat 5 data cable from the reader to the data room but because it was too large to pull in one piece he ended up having to splice it. I'm checking with Lemelin to see if that okay to do. I don't think that will hold us up for training and testing because the cable has been tested and works as is. Worse case scenario we'll have to have ESI pull that wire out and run a new one at some point down the road. �` 1/6/2015 Page 2 of 2 Please let me know any questions. Happy New Years to all, Clay Clay Major Facilities Manager-Public Buildings Div. Division of Public Works 1540 Sullivan Ave South Windsor, Ct. 06074 P 860-644-2511 F 860-644-7280 Cell 860-985-5243 www.southwindsor.org 1/6/2015 i Pagel of 3 Dougan, Christopher From: Dustin Mitchell[dustin@e-s-i.com] Sent: Wednesday, December 31, 2014 6:36 AM To: Major, Clay; Bruce Devanney; Dougan, Christopher Cc: Kowalczyk, Michael; Gantick, Michael; Doolittle, Jeffrey; Summers, Walter; Custer, Scott Subject: Town Hall Clay, Good Morning, I forward your email to Bruce and he will get back to you regarding the piping and Strobe light. Ok I understand regarding the 6th we will be ready if your IT department will be. Ok I understand regarding the concrete slab at the Police Department. Yes The fire Marshal stopped by and I have since ordered the signs and hope to have them installed today or Friday.The bollard protectors will be in today and be install eighter today or Friday as well. Let me know if anything else is required in the bid spec to make this operational. Thank you all Dustin From: Major, Clay [mailto:Clayton.Major@southwindsor.org] Sent:Tuesday, December 30, 2014 2:29 PM To: Dustin Mitchell; Bruce Devanney; Dougan, Christopher Cc: Kowalczyk, Michael; Gantick, Michael; Doolittle,Jeffrey; Summers, Walter; Custer, Scott Subject: RE: Town Hall Were the fuel lines from the tank to the building removed from the UST? Was the overfill strobe light and associated conduit for the tank removed? I will confirm the 6th for the wire install and get back to you. A few of the concrete slabs near the tank will have to be replaced in the Spring as they were damaged during the tank removal. While I was composing this email the Fire Marshal stopped by and told me that he spoke with you about the missing tank and E-Stop signs. I understand they will be replaced ASAP. Chris,other than the signage, what do you need at this point in order for the dispenser to be used? From: Dustin Mitchell [mailto:dustinCabe-s-i.coml Sent:Tuesday, December 30, 2014 10:37 AM To: Major, Clay; Bruce Devanney Cc: Kowalczyk, Michael; Gantick, Michael; Doolittle,Jeffrey; Dougan, Christopher; Summers, Walter; Custer, Scott Subject:Town Hall Clay, 1/6/2015 Page 2 of 3 Update to the SW Police Department: The signs are completed. The Electrical is completed. We completed the fuel oil line removal in the bottom floor as well today. Per Chris we need to have the Fire Marshal inspect the tank and sign off and 1 other company as well. We have ballad covers on order and should be in tomorrow and will be installed immediately. We opted for the covers so you can have longer maintaince free bollards. Update to the Town Hall: We have the wire on order and it should be here tomorrow or Friday. I would like to schedule the earliest we can install the wire. I know you mention Mon and Wed are no good. Can we do Tuesday January 6th?To install the Camera wire? if you have an questions,comments or concerns lease let me know. Y any p Thank you Dustin From: Major, Clay [ma ilto:Clayton.Major(cbsouthwindsor.org] Sent: Monday, December 29, 2014 9:32 AM To: Dustin Mitchell Cc: Kowalczyk, Michael; Gantick, Michael; Doolittle,Jeffrey; Dougan, Christopher; Summers, Walter; Custer, Scott Subject: RE: Town Hall Okay, I can meet you anytime after 12 today if you want. Can you update me on the AST project at the PD?We're still waiting for the additional signage for the tank and wiring changes to the Veeder Root/Fuel Master systems to be completed so that the Building Official and Fire Marshal can inspect and sign off. P 9 P 9 From: Dustin Mitchell [mailto:dustin(a)e-s-i.coml Sent: Monday, December 29, 2014 9:21 AM To: Major, Clay Subject: RE:Town Hall I did. I have a couple of questions that I don't believe he has answers for. From: Major, Clay [mailto:Clayton.Major@southwindsor.org] Sent: Monday, December 29, 2014 9:16 AM To: Dustin Mitchell Subject: RE:Town Hall I met with the electrician week of the 15t'to review the job, did he speak with you? 1/6/2015 Page 3 of 3 From: Dustin Mitchell [mailto:dustin@e-s-i.coml Sent: Monday, December 29, 2014 9:14 AM To: Major, Clay Subject:Town Hall Clay, Good Morning, My father is away in Florida and he briefed me on the camera wire at the town hall. Is this something we can meet to discuss. Thank you Dustin 1/6/2015 Page 1 of 2 Dougan, Christopher From: Dustin Mitchell [dustin@e-s-i.com] Sent: Tuesday, December 30, 2014 10:37 AM To: Major, Clay; Bruce Devanney Cc: Kowalczyk, Michael; Gantick, Michael; Doolittle, Jeffrey; Dougan, Christopher; Summers, Walter; Custer, Scott Subject: Town Hall Clay, Update to the SW Police Department: The signs are completed. The Electrical is completed. We completed the fuel oil line removal in the bottom floor as well today. Per Chris we need to have the Fire Marshal inspect the tank and sign off and 1 other company as well. We have ballad covers on order and should be in tomorrow and will be installed immediately.We opted for the covers so you can have longer maintaince free bollards. Update to the Town Hall: We have the wire on order and it should be here tomorrow or Friday. I would like to schedule the earliest we can install the wire. I know you mention Mon and Wed are no good. Can we do Tuesday January 6th?To install the Camera wire? if you have any questions, comments or concerns please let me know. Thank you Dustin From: Major, Clay [mailto:Clayton.Major@southwindsor.org] Sent: Monday, December 29, 2014 9:32 AM To: Dustin Mitchell Cc: Kowalczyk, Michael; Gantick, Michael; Doolittle,Jeffrey; Dougan, Christopher; Summers, Walter; Custer, Scott Subject: RE: Town Hall Okay, I can meet you anytime after 12 today if you want. Can you update me on the AST project at the PD?We're still waiting for the additional signage for the tank and wiring changes to the Veeder Root/Fuel Master systems to be completed so that the Building Official and Fire Marshal can inspect and sign off. From: Dustin Mitchell [mailto:dustinCaae-s-i.coml Sent: Monday, December 29, 2014 9:21 AM To: Major, Clay Subject: RE: Town Hall 1/6/2015 Page 2 of 2 1 did. I have a couple of questions that I don't believe he has answers for. From: Major, Clay [mailto:Clayton.Major@southwindsor.org] Sent: Monday, December 29, 2014 9:16 AM To: Dustin Mitchell Subject: RE: Town Hall I met with the electrician week of the 15th to review the job, did he speak with you? From: Dustin Mitchell [mailto:dustin@e-s-i.com] Sent: Monday, December 29, 2014 9:14 AM To: Major, Clay Subject: Town Hall Clay, Good Morning, My father is away in Florida and he briefed me on the camera wire at the town hall. Is this something we can meet to discuss. Thank you Dustin 1/6/2015 Page 1 of 2 Dougan, Christopher From: Major, Clay Sent: Monday, December 29, 2014 12:01 PM To: 'Dustin Mitchell' Cc: Kowalczyk, Michael; Gantick, Michael; Doolittle, Jeffrey; Dougan, Christopher; Summers, Walter; Custer, Scott Subject: RE: Town Hall yes From: Dustin Mitchell [mailto:dustin@e-s-i.com] Sent: Monday, December 29, 2014 12:00 PM To: Major, Clay Cc: Kowalczyk, Michael; Gantick, Michael; Doolittle,Jeffrey; Dougan, Christopher; Summers, Walter; Custer, Scott Subject: RE:Town Hall Clay, I am working on this.Give me some time to find out what's happening. Can we meet at 1pm at the town hall? Thank you Dustin From: Major, Clay [mailto:Clayton.Major@southwindsor.org] Sent: Monday, December 29, 2014 9:32 AM To: Dustin Mitchell Cc: Kowalczyk, Michael; Gantick, Michael; Doolittle,Jeffrey; Dougan, Christopher; Summers, Walter; Custer, Scott Subject: RE: Town Hall Okay, I can meet you anytime after 12 today if you want. Can you update me on the AST project at the PD?We're still waiting for the additional signage for the tank and wiring changes to the Veeder Root/Fuel Master systems to be completed so that the Building Official and Fire Marshal can inspect and sign off. From: Dustin Mitchell [mailto:dustin(abe-s-i.coml Sent: Monday, December 29, 2014 9:21 AM To: Major, Clay Subject: RE: Town Hall I did. I have a couple of questions that I don't believe he has answers for. From: Major, Clay [mailto:Clayton.Major@southwindsor.org] Sent: Monday, December 29, 2014 9:16 AM To: Dustin Mitchell Subject: RE: Town Hall I met with the electrician week of the 15th to review the job, did he speak with you? 1/6/2015 Page 2 of 2 From: Dustin Mitchell [mailto:dustin@e-s-i.coml Sent: Monday, December 29, 2014 9:14 AM To: Major, Clay Subject:Town Hall Clay, Good Morning, My father is away in Florida and he briefed me on the camera wire at the town hall. Is this something we can meet to discuss. Thank you Dustin 1/6/2015 r The attached e-mail provides history, to present J future Building Department review, inspections and approvals for the above referenced work. r This Building Official visited the above subject prroject site several times including a meeting with the Electrical Contractor to review work actiiity performed prior to visual inspections.The following items represent code perspective and considerations to move the job forward. 1) Site plans, proprietary product documents and RFI's were submitted by various entities including Fuss&O'Neill, ESI and Dubaldo Electric. 2) Pre-imanufactured components, i.e.: FMU and fuel dispenser unit to be tested and approved for compatibility by Fuel Master. 3) Emergency disconnect has been relocated,�to NEC 2011, check for Sec. 514.11, (C )compliance. 4 Pressure testing of convault Fire Marshall and pressure testing of all related plumbing b � ) P g P g piping. 5) Underground electrical conduit is V2" PVC coupled within the Div. 2 area to RMC.NEC 2011,Sea 501.15, B, (2) and NEC 2011,Sec. 514.8 6) Reconcile use of PVC piping for power source and#12THNN product requirement with contradicting field conditions. 7) #12 THNN to maintain seal-off NEC conduit fill capacity would require 3/4' RMC. 8) Signage:* 12X18 reflective sign @emergency shut off switch. * Unleaded Gasoline and no smoking signs to be installed on all sides of convault. r I CFv wophm 1. Da"w Chief Building Official Town of South Windsor 1540 Sullivan Avenue 860-644-2511 s232 christopher.(Iotigan@soutliiviii(Isor.org From: Dougan, Christopher Sent: Wednesday, November 19, 2014 2:20 PM To: Doolittle,Jeffrey Cc: Major, Clay; Peart, Dayshell Subject: PD Gasoline Dispensing/Storage Jeff, During the week of November 10t"you questioned if I had done inspections at the PD, for an AST installation. I had not inspected, because I was unaware the job was underway. A check of our records indicates no permitting associated with this work. have inquired to the extent possible, to determine o the Contractor of Record is and the Contractor's Sub-Contractors. Review of the approved Contract Documents may pipiroval vide the above needed information, so we can proceed with the required plan review, permit a and relevant inspections. Thanks for our help. Y P G'h tWo p&A J. Dougacn. Chief Building Official Town of South Windsor 1540 Sullivan Avenue 860-644-2511 x232 christol)her.doteganC�soutlr windsor.org r. -� � C CONVAULT Quality Control Check List Company Name .� Sc=`E`�ii(' 'c, `� t�i►e_ � _ c Date �t� Job # i r w UL# I j(IE"4� Tank Description 1. Material Thickness Correct (� 2. All Fittings Located Correctly to Customer Specification 3. Overfill Lid Fits Properly and Bolted Shut 4. All Corners Rounded and Ground Smooth 5. UL Top Mounting Plate Correctly Located and Siliconed fI 6. Burn Holes for Fittings Free of Obstructions and Fittings Centered 7. No Burns in Inside of All Pipe Fittings 8. UL Temporary Marked and Other Markings Located Correctly 9. Hold-Down Locator Rings spaced Properly 10. Weld Appearance Good 11. Bottom Protector Plates Installed on Thru-Tank Leak Detector 12. 15` Pressure Test (Soap) ,�e— 21d Pressure Test (24/48HR) % 13. No Welding Without Retesting 14. All Fittings Plumb After Final Testing ( 1 15. Paint Coverage Complete 16. Ground Lugs Located Per Design 17, Tank Marked Correctly After Painting Iy' 18. No Loading Damage Date Signature TANK PRESSURE TEST COMPANY NAME:- f^,jgU• S�UtC�!� o TANK SIZE: 10Bt#: DATE TIME TEMP: PRESSURE y- a Oo , u o 470 0 -/u C7 C 1.Si't't K t - lid`!G.e. C°Dn CL n ./ r IT *y i `� � - //1� a►' r n cte t- 7ropnd Ldcs.�tdu �� Qr Fli e� ti,e Aap �ace/n�h 1z - yiY �r �, -rye A✓,�/ *UNITED United Concrete Products < �' CONCRETE PRODUCTS9 S, 173 Church St ` www.unitedconcrete.com, AN Yalesviile,CT 06492 ��I AMERICANCIANEDCOMPY Phone: (800)234-3119 Fax: (203)265-4941 • Customer Copy Invoice Number: 89540 — Invoice Date: 9/25/2014 I Bill to: ENVIRONMENTAL SERVICES Ship to: CONVAULT TANK 90 BROOKFIELD ST SOUTH WINDSOR POLICE DEPART 151 SAND HILL ROAD SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT Contact: BRUCE DEVANNEY Project Manager: Customer ID: 2057 PO: County: TAXEXEMP Ship Via: Unassigned Sales Rep: Gregory J. Ticket Number. 89640 Delivery Date: 9/25/2014 Terms: 10%D Net Deliv Job Number: 19982 Load: Due Date: 9/25/2014 Oty Item Description Unit Price TX Extension Structure: 6,000 CONVAULT 1 CONA10 CONVAULT 6000 GAL-20 YR.WARRANTY 1 CONF02 VENT PKG 4000-12000 INCL:ATMOS.&EMER.VENT,LEAK DETECTION MONITORING TUBE&7 GAL OVERFILL 1 CONL04 6-12K GALVANIZED PLATFORM STAIR 1 CON001 FREIGHT ONLY(CRANE AND OFFLOADING BY OTHERS) --- - -- ---- -- - - ---- ----- --- - ---- ----------- - - -- ----- Please make check payable to; United Concrete Products, 173 Church Street Yalesville, CT 06492 NOTE:A 1 12%PER MONTH SERVICE CHARGE IS ADDED TO ALL UNPAID INVOICES AFTER 30 DAYS.THIS IS AN 18%ANNUAL PERCENTAGE RATE. ANY ITEMS A STRUCTURES THAT ARE RETURNED DUE TO ENGINEERING CHANGES,ETC,THAT CAN BE RESTOCKED OR RESOLD WILL BE CHARGED 25%FOR RESTOCKING AND HANDLING(75%CREDIT). ANY DAMAGED ITEM OR-CUSTOM MADE ITEM'THAT IS RETURNED TO US FOR THE SAME REASONS WILL NOT BE ELIGIBLE FOR ANY TYPE OF CREDIT. Thw will hw A 2 75 nn C*Iam m All Mhjn M rfi—*R #UNITED United Concrete Delivery Ticket 89540 173 Church St www.unitedconcrete.com Delivery Date: 9/25/2014 µ ERICA,O,iED COMPANY Yalesville,CT 06492 Phone:(203)269-3119 Fax:(203)265-4941 ;f i) Sold to: �j p 2057 `t J Job Number: 19982 ENVIRONMENTAL SERVICES Ship to: CONVAULT TANK 90 BROOKFIELD ST SOUTH WINDSOR POLICE DEPART 151 SAND HILL ROAD SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT Site Contact: Phone: Fax: 925/2014 assigned/UNASSIGNE 10%D Net Deliv _ UNASSIGNED 1 148426 Gregory J. — — — �—89S40 City Item Description — Weight Unit Price TX Extension Structure: 6,000 CONVAULT Type: Station: 08/08/14 1 CONA10 CONVAULT 6000 GAL-20 YR.WARRANTY 59,000 1 CONF02 VENT PKG 4000-12000 88 INCL:ATMOS.&EMER.VENT,LEAK DETECTION MONITORING TUBE&7 GAL OVERFILL 1 CONL04 6-12K GALVANIZED PLATFORM STAIR 480 1 CON001 FREIGHT ONLY(CRANE AND OFFLOADING 1 BY OTHERS) .................................... Accessory Totals Total Weight 59,569 DELIVERED BY: RECEIVED BY: DATE: TERMS:Invoices are payable by the 100,of the month.Accounts sixty(60)days past due are COD.This invoice shall be an evidenced of indebtedness and the vendee,by acceptance of this merchandise either directly or by an agent evidenced herby,agree to all terms hereof including the payment of any FINANCE CHARGES plus all costs of collection including all reasonable attorney fees if placed for collection. FINANCE CHARGES: Is computed by a PERIODIC RATE of life% per month(a minimum charge of 50 cents) which is an ANNUAL PERCENTAGE RATE of 18%applied to the previous balance after deducting current payments and/or credits. WAIVER:This is a commercial credit transaction.The buyer,by accepting these products and related merchandise and by signing here of voluntarily,knowingly,and intelligently agrees that an attachment or garnishment may issue against the Buyer upon commencement of a lawsuit without any notice or hearing to determine whether or not there is probable cause to sustain the validity of these claims if the ,...,1...:n....1 AI NFA fe:le►..n...�...il.e,n.,.,d.sene i.o.e:n en,i/.n. A——.A.—H.ie s.vn..wl *uIeTED United Concrete Prod �� CONCRVEPRODUCTS� 173 Church St t �01� � vuvwv.unitedconcrete.com Yalesville,CT 06492 AMERICAN OVMIED COMPANY Phone:(800)234-3119 Fax: (203)265-4941 • Invoice Number: 89337 Invoice Date: 9/19/2014 ---- ---- — --- Bill to: ENVIRONMENTAL SERVICES Ship to: CONVAULT TANK 90 BROOKFIELD ST SOUTH WINDSOR POLICE DEPART 151 SAND HILL ROAD SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT Contact: BRUCE DEVANNEY Project Manager: ! Customer ID: 2057 PO: County: TAXEXEMP _.�Ship Via: Unassigned Sales Rep: Gregory J. 1 -- Ticket Number: 89337 Delivery Date:- 9/19/2014 Terms: 10%D Net Deliv Job Number: 19982 Load: Due Date: 9/19/2014 Oty Item Description Unit Price TX Ex sion Structure: 6,000 CONVAULT 1 CONJ06 CONVAULT BASE SLAB 6000 DELIVERED --------------------------- Please make check payable to; United Concrete Products, 173 Church Street Yalesville, CT 06492 r NOTE:A 1 1/2%PER MONTH SERVICE CHARGE IS ADDED TO ALL UNPAID INVOICES AFTER 30 DAYS.THIS MAN 18%ANNUAL PERCENTAGE RATE. ANY ITEMS I STRUCTURES THAT ARE RETURNED DUE TO ENGINEERING CHANGES,ETC,THAT CAN BE RESTOCKED OR RESOLD WILL BE CHARGED 25%FOR RESTOCKING AND HANDLING(75%CREDIT). ANY DAMAGED ITEM OR'CUSTOM MADE ITEM-THAT IS RETURNED TO US FOR THE SAME REASONS WILL NOT BE ELIGIBLE FOR ANY TYPE OF CREDIT. Thwo will hA A t 95 nn rlwma nn All raft marl dwA*ot TOWN OF SOUTH WINDSOR 151 SAND HILL ROAD SOUTH WINDSOR - CONNECTICUT UST REMOVALS AND AST INSTALLATION AT 151 SAND HILL RD. JUNE 10,2014 PREPARED FOR PREPARED BY TOWN OF SOUTH FUSS&OWEELL WINDSOR 14HAlTPMhWD 1540 SULLIVAN AVE. SOU'll!WINDSOR,Cr 9 SHEET INDEX SHEET No. SHEET TITLE a ot-ws CovelsHm Clqul DF-%ax1n(3N PLAN cu-16i CLWSTRUCTION PLAN AND AST PAD DFTA& cWel COWRFMKftM PAD,RMWALr-ANDOROtMXNODUTALS CD-142 HAMCAP RAMP.901KlUX PAVEMENT ANI)AWHALT REPAIL AND W&DETARA LOCATION MAP 4ACWWD So TER amoo oftmo"a WA Mr.Comawn 11 =%mlormmys,SUPPLY Me *flMLK S004111000601MAYE EXCAVATOR, Am ALL Appusmumsecs a' AM MSPOKD W At KIAAA 0 9'EM f MANAGDAwr SVS714 AND ME=EMT plow A my -T - H.T . my Aff • -7, »- l/ ._,�'�' ,s fli h 4 '-_.'':t✓ { � � l• Obo -Ae T' nN d i ts'v-i 4 13 Emus�Ywvs 0,000-CW41M kATING OL UST Mo""L"r I. wPURM AWUR ..aa.. ...... W*T ago iiq tj.. TCP IF INSAPST. L TO THE REST of�w LOCAWN Al"ONSMAlt WLV) tow An -4w ED&"yflum APPIONNiAlt 0116 OF DUYA r AREA Am at AS PUM if N-W N kr.I p" I i4 NOTICE GENERAL NOTES: ONE vim pom 10 MY SITE WORK THE CONTRACTOR SHALL CALL APPRO—A— r C ALL S. MTA~TD SOL IS VILM 004CYI"ARE MMATE(REV.NO WV NOT vw-W i-000-922-4454%AEvA GEopAysm(rLRALo l.COMTRACTOR SHALL TAW A THAT DOPING STRUCTtW%UTIUTIES CIR OTHER 911E DOCULOWIERED DURRA VICAVARCH.CONTAM04ATED SOL SHALL ME REINAED DUWT ALL UlluArs PRESENT N THE AREA.CMTRACIVA a RESPONMI FOR FROM RUINER MEMRK.AND CHARLES FULUX rPQM W DEPARINEW 01 T 70 SAnT,"�S( CL IV= Rf"D�M ARE W WMVMA URGEAMMKO OR 01WERVIRSE FROM THE EXCAVAlWM AS OPEC BY lK ENCINEER.IM034LE Ul%M MAAK-OR.AND 15 OPECTED TO COOK APPROMMAW CAUTKN TO U?lUT"K TRACIE WALL wa CLEARLY MAAKEIL W ALMIZAKIERPAWTM CONTAURRAIED US.ON SIX ON 6 MR. AND QOYUR 074 IM PKWMI W"M,ACMDENT.04U.S,OTHER EMERGENCES,PROACT KLAYS ON 979 ME DSVROW WORK Olt� S,ME 8 PEWORMED CONTRACTOR SHALL TAKE E\Vty UlluTY MM"Unxwl 6 MEASURE MECESSANY TO KAINtAli NWORMA110N COKERNING LOCATION OF CMW UILIMES To.THY,THE UTILITIES ARE Nor A TOWN OF soum wva)= FUSS&O?a= LIST REMOVALS AND AST IDXSTAELATlION AT 151 SAND WILL RD. IMMOLITIomm" CP-101 iM Pb1 J1DNRiit0,Tu7s�t/01EmNanmw�h�P�N0/71at�nO�ET001.O•yL.Y.A(IXY101)ATOVM1AKZR—VV4 TO POP PWNt Tu..J-10.2D14.144PM U—nlrTp- r,.r,Dina 10 rar.m M Zak P*1 S1 . A CC ~ dapaJill F�Hyjig � IN ° *Oi e oo Q . g . 9 ' p ° Sri i F .. � i aY � spa x �no o Ill lull z a � g N 9 ill �w ■ a d ep 1 ,Si e r j gal O CONCRETE NOTES 1. ALL CONCRETE WORK 94ALL CONFORM TO AO 301 'SPECIFICATIONS FOR L ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE AND SHALL DEVELOP A COMPRESSIVE STRENGTH OF 4.0D0 PSI N 28 DAYS.CONCRETE SHALL MANE A 11 CONSTRUCTION JOINS SHALL 9E DETAILED AND LOCATED ON SHOP DRAWN=AND STRUCTURAL CONCRETE FOR BLWMGS'. MAXIIMM AGGREGATE SIZE Of It NCK A MINIMUM CEMENT CONTENT OF BSB APPROVED BY THE ENGINEER.UNLESS SHOWN OTHERWISE.CONSTRUCTION JOINTS ARE TO LBS/CU TD.('CLASS rCONCRETE).A WWM K SLUMP OF 4 NCHM AND AN AKt BE KEYED AND PROVIDE FOR CON IWTY OF REINFORCING STEEL CONSTRUCTION JOINT'S2. ALL RENFORCINO ShE<SHALL CONFORM TO Am A61a GRACE 60 AHD BE ENIAANMEM OF 5-7x AT TOLE OF DELIVERY. ARE TO BE LOCATED WHERE CONSTRUCTION OPERATIONS ARE SVSP0"O FOR 30 MINUTES DETAILED N ACCORDANCE WITH ACI 315'MAMPNL OF STANOWD PRACTICE FOR OR MORE. DETAILNG REINFORCED CONCRETE STRUCTURES'. 9. ALL FOOTINGS AND PIERS SHALL BE CENTERED BELOW THE MEMBERS WHICH THEY 14.NO HORIZONTAL CONSTRUL.=JOINTS ARE PERMITTED N YNLM OT EII TWA SHOWN N 3. REBARS SHALL HAVE A MNWUM CONCRETE COVER AS FOLLOWS. SUPPORT UNLESS SHOWN OTHERWSE. CONCRETE OEPOSTTED AGAINST GROUND....-.-3 IN. DETAILS. CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND•. 10.ALL EXPOSED EDGES OF CONCRETE SHALL WINE A *NON CNWFER UNLESS NDTW I&M CONTRACTOR SHALL BE RCSPON9Blt FOR LONTNG POURS m MIIOMZE SHRINKAGE FOR BARS IS AND LARGER..._-_....2 N. OTIEIERHSE. CRACKING.IN GENERAL.WALLS SHALL NOT BE POURED IN CONIRNUOLS LEMGM FOR BARS SMALLER THAN 15......_14 IN. I1.ALL CONCRETE EXPOSED m 711E WEATHER SHALL K AM-ENIRANED. ENCEF.ORIO 30 FEET WTHOUF CONTRACRON(CONTROL)JOINTS.THE LDGTgN AND CONCRETE NOT EXPOSED TO THE WEATHER OR THE GROUND: CONFIGURATION OF JOINTS EXPOSED TO VIEW MALL BE COORONATM WTTN THE SLABS AND Wa1s__..___.._..__..#,IN. 12.SIZES AND LOCATIONS OF ALL REQUIRED EMBEDDED ITEMS FOR ALL TINGES SUCH AS DIRECTION. MCnON JOINTS 01 TYPICAL DSjpy7 P SHOULD NOT UEXCEE NFO5INp�AT 01 4. ALL REINFORCING BARS SHALL BE CONTINUOUS AID LAPPED A MINWUN OF 44 A404OR BOLT%PIPING SLEEVES.HOLDOWN ACWRS.ETC,POLL BE COORONATW BY pU�, BAN DIAMETERS AT ALL SPLICES.CORNERS.AND INIERSECIIDNS UNLESS NOTED THE CONTRACTOR WITH OTHER TRADES. OTHERWSE, 5. ALL REWDRCEMENT SHALL BE SECURELY TIED IN ITS PROPOSED LOCATION PRIOR m AND DURING PLACEMENT OF CONCRETE USING APPROVED OWNS.SPACERS APO TIE MRE AS REMMIED.NO MARS SHALL BE CUT OR OMRTW IN THE FIELD 1r WTINOUT THE APPROVAL OF THE ENGINEER. F9. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A IM WON A MINIMUM YIELD i _ STRENGTH OF 75 KSI.LAP EDGES AND ENDS Of FABRIC SETS A MINIMUM of r�r�r� • ONE MESH SPACING PLUS 2 NOIES.AND WIRE TOGETHER ALTERNATIVELY. F ..i••i•`" STABS-QN-GRADE MAY BE REINFORCED WITH FIBER REINFORCEMENT.SUCH AS FIBERNSH.APPLIED AT A DOSAGE RATE OF NO LESS THAN 1.3 LDS/W YD. ...••�•........ . 7. CONCRETE PROTECTION FOR REINFORCEMENT SHALL IN ALL CASES BE AT LFASi •.•�..��•r..•.. ... EQUAL TO THE DIAMETER OF THE BAR EXCEPT FOR CONCRETE SLABS. •.�•••i„•.•••• • • • • oom •.••'••• ii"•i• L f AUIMK TDGNG AGMT 310'ND • _••�•••• f�WRIIC7TwE1IlA•ONG CaPEA •M 8•.II•9 sane r f UOTNO MIULNO a1101IVM iE OPMIYW JOINT MNLCTOL - W 1- E ----- >E;VAFy ■ r- - ----W p RRANfRIMNCNG COPD1 OAAO[ .=.• CONMC "IRNMED aAMI[ MGOMUM lr r r �- r rw. jamI, I AWAY FROM COMGEIE 9LM ML +'v w•NaT=—_. / 1 r r >w: t I qq WE S1WAu00D GORIER �. 0r ( I TOMGN01OI1 NRON 1FUEL To OAWe Ns FUELTANK A EL CR AT N•EGII 00 OM A NMm>m AOOKWE Mt i� WM EIOR M wNM- aaNO GRID AN,[IC SEMI/n 4000 001N01[E =� E--- I vl D[ W K4AYC 1[lLL - 01.1 101E IFl1 _ ' ....�.r.a ` »• I ) '� •.•�.nsE �at IF I 1 S a e O Ca �r X r �MMA TM " 4 SIDEWALK CONCRETE DETAIL r. toMOK1C"A KIAIL w TO r ULM GRACE.(TIP.) 6 emm METAL Dams DIPPED SCALE Rn AWNRLI NO R 1/r�CDA(AlNALT OR AlN M.T� Q 1ygj 11NEAWD Rill EXPAMRGI MCAT WT[GAL t!uW®S� e DI2A'b!^"--r K XCT1011 LOLL 7 TANK GROUNDING DETAIL $" scALE:«Ts Qu P"M'GNs ;tr MO"'EIo a:AT e ��W'A0E a/r TDGID AMT GROW t2�- (Typ) o r ia[1/r/T'T r �� W j r PAWOIF r r KmOnAL r _ r DOI.EIIGK !< 1r '14M ,• •, , mmom��� NWDOCCIy AlacwlE WAK '•;'•',; SAKLT J0rt 1/7 CVM 4000 PW OGIOK! G. 1r 4000 P!OGIOEt[ W Ar NEkOMI RIVER OVERALL -�.�.4 LENGM/RIOM E GEAIEII Wig KIIN TAM Ir PROCURING ACGEDAK DART CONCRETE CURB AND SIDEWALK CONTRACTION JOINT DETAIL �1 VEHICLE FUELING CONCRETE PAD 3 sc,*m 5 SCALE:RLTS SCAIC TUTS R TOWNO/SUM WMML FtJ.SS&074= UST REMOVALS AND AST INSTAEI.ATION AT 151 SAND 0 �I{. ISM sMROHRl RNANo HILL RD. H=d` — Stl WRCONCRIIIM nMJMG PAD.SDWALY A GlOUNDD40 D6hAL CD- C ur1�- QFNERALl[OTES �R _PN PUAIII) I 1. THE WDRK BONNE IC R16[OGUSLO /W KIN OESLNED IN ACCORDANCE WITH THE STRUCTURAL DIXTI N M.P FOR "7 • TIE r CONTICUT SF STATEPLEM sUMDw6 CODE:EIICEPf AS MEMErD.ALTERED a D[IIIED M THE ADDRIDrNL PI10YIlgNS 1.ss • w THE CONNEDIICUT SIPM.EME(f. .«.+— L ALL STRUCTRECORD. ASPECTS r THE O SPEW ON T THESE CONFORMANCE W H THE TO REVIEW MAL O THE STRUCTURAL ODw[R OF RECTED ASP IREC OF THE WORN FOUND NOT IN CO/PORWNCE ARCH M STRIUCIUIIAL DOCIAIENTS 9ltYl BE ' L1NaDWL�� CORRECTED a owccrED Rn THE ENPII[IR. 0°'TPE'T 10P i THE CONTRACTOR SNA L SUBMIT SHOP DAMPNG&OF LEINFORCIIO STEM IN REVEM BEFORE PROCEM04 MIN WORN. FUEL TAW PAD FAD NAM oo wxx"n pre THE CONTRACTOR SNALL 1/1' aMMIIG SMALL KANN THE�NO ST ACCEPT M fbN1MCYOk IN MM THECO GENET L SHOP AL M MUM PYir<INR>K�� f-O" 4. STRUCTURAL P AN6 OWL NOT BE OND 10OLCM IN WHOLE OR w PART FOR USE AS SHOP DRAWINGS OR PECTIN Il PIANL(TEEM WILL K No RE mwooN OF TTMS IESTRI wm Fan NM TRADE). M • y S. SITE WOW.CONCRETE.AND aRANIDUS PAIMICR TO BE DONE IN ACCORDANCE WITH TOWN OF SOUTH VROSOR PULL1C - ` FUNNED MAOT 1/r EIIPOSURE AND I PROYEMENT SPECIFICATIONS AND COMA DOT FORM 81I LATEST REVaom OWL COL WEATHER CONSTRUCTION PROCEDURES_ u ( ) $ .♦ 1. R SWILL BE TIE COMRACIOn P93PONSO 1Y TO COMIRUOUSLT PROTECT SOTS.CONCRETE,MASONRY AFD ORER BUIDINO MAIERMIS FROM DAMAGE DUE TO COLD TEMPEMTURCL UNTIL THE BUILDINGS INANE KEN TURNED OYER TO RE ".a+ R 'OINCREM POURED CARER.THIS SMALL INCLUDE TEMPORARY ENCLOSURES,INSULATED/EMITS AID TEMPORARY WAT04 AS REQUIRED. P-RY lE7[ctAllt Y.� r MM a 41MUNK FCM 2. R SHALL K THE CONTRACTDIITI RE9PORBIMIPI TO REPM AND/OR REPLACE NN DNIADED OR DEFECIME WORE,IN A WAD Rol► BY THE ENOINEDL : VEHICLE FUELING PAD MMMER APPROVED ••J .,: S. FOOIIOS 9MLL NOT BE CONSTRUCTED ON FROZEN OROLRA AL FROZEN SOL SHALL K ROOMED AND REPLACED SRN ti;.• •_i r COM F AWn STRUCTURAL RAL FILL OR C0P0CTED CRUSHED STONE. 4. FROZEN MATERIALS OR MATERIALS CDNTNHIID ICE SNARL NOT BE USED. AL PROTECTIVE W AND OORIECNLE ROIK 9L BE DOW AT THE LOOM OF THE COMRICTOR S'ri€4Y A m MOX COIOEI[To K TWGN'llm A RRM iIN AAWAY IR01 AL L+ IauA1WI AS•HOUR AIOR. CONCRETE NOTES. e �'1 HANDICAP_RAMP 2 BOLLARD DETAIL CONCRETE NOTES AS DETAILED ON BHEEr co-101 9Mu APPIr. � I SCN.E:NTS SCALE:NTS S .�. NOTE:DETECTABLE WARNING S,TNPS SHALL K INSTALLED ON ALL PAMIRS. gj DETECTABLE WARNING STRIPS SHALL BE A PREFABRICATED DETECTABLE WARNING SURFACE TILE THAT IS CAST IN PLACE AND REPLACEABLE SUCH AS ALTERGST DETECUBLI WARNING SYSTEM MANUFACTURED FROM ALERTLE OF APPRONEO k EQUFwft T. 0 WORN a FOIIAIEN/NDM BAIT IGIU11 1 1/B'CLASS R L 1-r KTUwCNI CONCRETE CLAM I OM Mr WT AND ITIANIDUI COINOER r IUMM CCLwER CLAM 1 + TACK COAT M r OLAM I III tlIf1F10 IONI COMM"COIAIMI UMAQ r Afti• •.• � AOIWAM BLED ROCLE...........Fa I 4 •. =�','.?•�.) Oavedo FIRMS................MI r PIOmfD 'u+rOi O FTDITUOLY IUR OIAtL..........m L� lr I WON O WSIUM9 I tr AONEOAE 0A= a It T Too PM RE RY[...................la •� MxaT- PTora y lthill all _-,— �i ATI TIP.......... ..........ODE nsllo GRAM Am"PUNT UUS NOD Fa APE 0 Ma PROCU u RER A00EaII W>BNLE R MAK IAGWFILL FOIMAX tmIMlON.10-LOCO E TWDwI WDN 300 PPAM PO1 AYK aff10110114 INN.OF O DON.A NAWNIA. L` FTRRI,AowPUMIAI IOC OAPIM E L e1 OF I�IITANWIO VmIOq FWLT PIOrRI ALL tILE LINE R INPI am AWMALT W W 10 M W CUT AND aAPL RACED I*=CM UIOL NNII.7E Log FR[IROC ON e m BACO-ML BITUMINOUS PAVEMENT TRENCH REPAIR ASPHALT REPAIR DETAIL TOPSOIL, FERTILIZER, SEED & MULCH 'A SCALE NTS 4 SCALE NTS 5 SCARE:Nl$ F 6 [F TOWN OF SOUTH 1VDmSM FLISS&OWElm UST REMOVALS AND AST INSTALLATION AT 151 SAND HULL RD. /� HANDICAP RAW BOEAALD.PAVEMMa&ASPHALT ROAM,ASMDHEAILS CD-1O2 a 151 LMICRLL ROAD FOUNI.wNPttl comma APR 7 GAUGE TANK SIZE CHART R 1 6^ SIZE WEIGHT A B C D ASTM A%U REINFORCED 250 GAL. 8,000 LBS. 7 4" 3.3" 3'-9" UL LISTED CONCRETE L TANK S00 GAL. 12,000 LBS III-a" 3'd" 4'-0" 6'-0" STEE ( 1A00 GAL 18,000 LBS 11'4" 4'.4" S-8" 6'4" 2,000 GAL 28,000 LB& 111J" 5'4" r4" 6.7" B K..i 4.000 GAL 45,000 LBS. 17'-7" 6'.y/s+ r-0" 13'-7" 6,000 GAL. 60,000 LBS 17%7" r.W4. r-0" 121.7" EXPOSED 2.600 GAI. 75,000 LBS. 23'.1" V'W4 r-0" ISI-1" 6 STYRpOAM AGGREGATE HIM GAL. 91JU LBS 28'•7" f" CONTAINMENT 12,000 GAL 101,000 L BS. 34'-l" 8'.yy4+ r-0" 29'.1" SPACER 30 MD.MCH DENSITY D CARBON LINED POLYETHYLENE A SECONDARY CONTAINMENT SECTION MOT TO SCALE) GENERAL NOTES: J STANDARD PLATFORM STAIR H (GALVAN LUM STEEL TANK SHALL BE U1..LISTED FOR ABOVE GROUND STORAGE A OF FLAMABLE LIQUIDS REMOTE STEEL TANK SKIN SHALL BE 7 GAUGE THICK A.S.T.M.A.36 STEEL sv�arR Iw a PLATE. STEEL TANK AND SECONDARY CONTAINMENT SHALL BE ENCASED ORtMort O s'NIA s, IN 6"OF REINFORCED CONCRETE. WILL MAUGU O Q I Cm CONCRETE COMPRESSIVE STRENGTH-5,000 psi®28 DAYS THE VAULT SHALL BE OF A MONOLITHIC(SEAMLESS AND _ CONTINUOUS)CONCRETE POUR AND CONTAIN NO COLA JOINTS OR s �C ea 0 HEAT SKINS(HEAT TRANSFER POINTS)ON THE BOTTOM OR SES --- - $- -—9-- IDLDa THE SECONDARY CONTAINMENT SHALL CONSIST OF A 30 MIL 24'MANWAY HIGH-DENSITY CARBON LINED POLYETHYLENE CEO-MEMBRANE. wM tMtRGEIICY vsirt �+� DESIGNED FOR SNOW LL 80 psf 41 NIPPLE rum I• 0(PROS[) O DCPRCI7ON O COMMON TCSE POET 1 6,000 GALLON GASOLINE CONVAULT TANK OUTLET PLAN MOT TO SCALE) UCPJOB#1"92 SOUTH WINDSOR POLICE DEPT. 19UNITED CONCRETE PRODUCTS INC. SOUTH WINDSOR,CT 173 CHURCH STREET TEL 800 234-3119 FAX (203) 265-4941 YALESMLLE, CT 06492 (203) 269-3119 , 1 'John W. Kennedy Company - RI ** INVOICE ** 990 Waterman Avenue P.O. Box 14217 EAST PROVIDENCE, RI 02914- ,�-�� 401-434-1246 Fax 401-434-0630 �.�;jfli JL 10/06/14 S1443513 .001 REMIT T0: John N. Renoedy Conyaay - RI 1990 Ma[erma Avenue P.O. Box 14227 1 MT PROVIDENCE, RI 02914 BILL TO: SHIP TO: Environmental Services, Inc. Environmental Services, Inc. 90 Brookfield Street South Windsor Police SOUTH WINDSOR, CT 06074 151 Sand Hill Road SOUTH WINDSOR, CT 06074 ................. y�� • {.fr..{ti::.{:: ..)}•:i0{'i:S}:f J.:.�. Y,A:2!:{�{+%: '.>-:•:v. :::Y.•v:• ::>-::•,�.......vY..v v..r. �ij>rt.v tt•, ..:,C'.'y.-.;'i\\}>:ip[^.'t'{:v[in . ..�-.,CEI. .::s :.::>.w•.•::3:.....:,,r.�R: E:'1 {x: . •:• : ......:.,.��:>�.`•:�'':�c':�<'vz:4x...{;{,... .,s...: ��.}::>}.e'sy..:.. ..1.�._.?!Fr.+!?..::::.:.::..>::->}.,.....-.:.v.....:.,-::.:.. ..........:.:.. ..,{n:.;.yy.<.:a,::.:..{c',..w-.,:..,,.w.,,G: -.+e.... .2.n�i*�cc:•>•{-:::..�..... 8636 34265 Rick Audette :n:•Aii i-::•:,r.�: - �>rY �:?:::i:•>rm:t:..;.;.�;:.;>fin:t...t.;a, :ukYl.{•�fc :rrr.,;.i';✓{.c;Ec.;t..{ „ ..Ft-.::%:":•�t: . .:,{16. s in"V:1.. ..5.:..£+... ..3.' :�•{ »SfisYr„i�J.`:,. ..�:,: PAULS JOT OUR TRUCK Net Due On Invoice 10/06/14 09/16/14 ..l f... .�•ay. :.9:: :.-.i k j:�Y C: -2 ...:....:.......,•v u:.`tt <%�.i2Fs7Si�� �... T�:f}: ._::{-:>:.,•::•}}:•»:•:#a:,:C:•.,.$F.•:.<,v.,•,+•�.,b:•..:..........................:...X.'.....C3:...:.?�{'.......:::...•:::'6`:?"::..,}:::.......,:.:............ .. ..t.. .} .:.a:: :.��i:S':G�`Yo .�`,,.64..hur.,,•:.,i•::::•:•',:::::s.�.'t::.{:• 860090-100 1 1 Veeder Root TLS-450 Console w/ - Integral Printer - 7.4" Full VGA LCD Touch Screen - Total Access - Total Control - 3-Year Extended Storage - USB/Ethernet Dual Interface Module - RS-232 Dual Interface Module *Includes Freight & Startup 342001-004 1 1 Veeder Root TLS-450 Version 4.0 Operating- System and ATG Functionality Software. 332812-001 1 1 Veeder Root TLS-450 Universal Sensor / Probe Interface Module. 332813-001 1 1 Veeder Root TLS-450 Universal Input / Output Interface Module. "846391-399-871' 1 1 Veeder Root 87" Custom Length Inventory Only Mag Plus Probe w/ Water Detection 886100-000 1 1 Veeder Root 4" Phase Seperation Detecting Float Kit w/ 5' Cable. 305XPA-120OAKEVR 1 1 *** Continued on Next Page *** John'W. Kennedy Company - RI ** INVOICE ** 990 Waterman Avenue P.O. Bog 14217 :<):>: EAST PROVIDENCE, RI 02914 401-04-1246 Fax 401434-000 10/06/14 S1443513.001 REMIT T0: Jahn It. eemedy Company- RZ '990 Waterman Avenue P.O. Hoz 14217 2 BUM PROVIUMM, RI 02914 BILL TO: SHIP TO: Environmental Services, Inc. Environmental Services, Inc. 90 Brookfield Street South Windsor Police SOUTH WINDSOR, CT 06074 151 Sand Hill Road » SOUTH WINDSOR, CT 06074 :{•}}...:::::............:.:.........:.:.:.:.:.....:..::.:,::.::::.::..........,....:.......,..................,.................. e •}::.;.Y w Mx-: .v J.Y :vim 4.vY•>:.., :.}.r/.v: v i9v'"-r r: ::}i%:n4:•Y.:. {:}ii�:.::FYo:}i:<i,+.:'•7cc%'% ,f.,::?: .R t:Y••ro:T{±• ,,:�.:{a-:.,...}`. ,:.w .k+=3f:�.�........ ..........�.� .........}....;.;,},:.Y,f,Y6}.. :' rv/.Wpr}::�..,f-:::•},-::.:::•::•?-.:.,,:,v5.`:«.!SI�:S'C>:::.:.v.... 8636 342t5 Rick Audette �n4. ,-+?}: '•% J f:'• •A}. :i:{Y`\^v:� :.�:'.,ve:Y?:.:v r�;:x:?.'k: :'rhn•:::. - :SG•,:r r ,{�G ri?v4.`:... v.,Y n;:..{ 1 .v�•$.\. , ..... - ,...................................r.v:::x......n:........v+4v•:}:•:?:'::{4:{4:.. ::r..::/x:t{.x%{.?iN».kvvt4n-:.............n,....-.+.,v::..;.v::. ' PAULS JOT OUR TRUCK Net Due On Invoice 10/06/14 09/16/14 ?. x•.:%J';.%:� .;:...:::'•%-:..-}{.-::.. � :y{^::{j}}+:. {.:5.., ::�{.Xt;?:{._j{•}:{••{••:y{�.�['y� .:?iv}?S} :.5. }...fi ..a , fiaa.d•::}•3.v ..r..^.FY..`,. ..{ .,,:.. ..4..{•..� $:>:.i-,a: -?}}>'-?}i>}S}i:^Si>:i�.......`` aa::-n^`>i>, :n.r:3 r}' .Y >.n:%•.:... .. v-3 w::�y, .. .. ............�•:.i.:. .n f'.: ��.Y.. ...:.:t 7:�.v,,.>....i.h..r.t.r......{...........aR+IVF+SG�:' ... -..:}Yi>:t<i7Ff�i'" ...Y 3�� y.•.r{t:..v `.Si»iR7ilrR .,n4..n:........v...:.n........+,w,:�C.,}}::J.r......�.r...�...........2.,.\ ,,....v.�...,.:...t..................... ....................itx C..r:, n.......r......:::::'��y:•';}+' •:%;ii2+f%,:,h...%.,,./.:..::::..{..................... Morrison Brothers 411 Tank Monitor Cap and Adaptor w/ 1/2" Conduit Hole. - CARB EVR-Approved 312020-984 1 1 Veeder Root Aboveground Tank Mag Probe Installation Kit. y 794390-420 1 1 Veeder Root Steel Tank Interstitial Sensor w/ 161 Cable. 305XPA-240OAKEVR 1 1 Morrison Brothers 2" Tank Monitor Cap/Adaptor w/ - Cable Connector - 1/2" Hole - CARB/EVR Approved 790091-001 1 1 Veeder Root Audible / Visual Overfill Alarm. 790095-001 1 1 Veeder Root Overfill Alarm Acknowledgement Switch. AS-46 1 1 Gasoline Advertising Products "Fuel Tank High Level Alarm" "When Horn Sounds, Stop Delivery Immediately" "Push Button Below to Silence Horn" 12" x 16" Red on White Invoice is due by 10/06/14. All claims for shortage or errors must be made at once, returns require written authorization and are subject to handling charges. Special orders are non-returnable. Past due invoices may be subject to 1.5% late charge O C T o 9 7�1Q .J %4IP TICKET Jphn W. Kennedy Company R1 -order #: S1443513.00.1 -990 Waterman Avenue P/0 # ; 34265 P. O. Box '14217 Prihted: 10:1_57 `-�:3 .03 OCT 2014 EAST PROVIDENCE, RI 0291.4 Page # 2 of 4 401*_434-1--'4G Fax 401-434--0630 1 Sold Tor -8636 Ship To: 8636* Environmental Ziervice3v Inc. Enyirantriental. Services, Inc. 90 Brookfield Street' South Windsor Police SOUTH WI?4DSOR, CT 06074 151 Sand Hill Road SOUTH—WINDSOR, C-T 06074 Ordered by. Ordor. Date Ship Date Ship Via W.�trehaus Bruce D. 69/16/14 10/03/14 OT OUR. 'TRUCK 13h 0,1 Prc I Writer Gal.espdrson Release -# PhoneWiia b-_ r Paul Strjngfellow Rick Audette. Ordered Shipped Product Description Wpt Prr Ext Prc lea ✓lea J_ -^846391-399-787-1' Veeder Root 87" Custom 12",qtfi Inventory Only Mag Plus 'Probe wl Water Detection- ( (** 1 Tagapid t6 P1.089548 Loc: i3fGRMUP .234t03- lea, /lea 88E"1m.-00"a ..... Veeder Root 4" Phas*e Seper,_Ati.vn Detecting Float Kit W/ 51 Cab'ke. < (** I Tagged to P10.89548 ** ) Lop: .5- HOPRM-41 Pnz 68014 lea f, lea A— 303XPA__1200AK.F_VR Morrison Bt*h*�6ers 4" Tank. MonitorCap and Adaptor wl 112" Conduit Hole. - CAR9 tV'R Approved- Loc': Bt6kM-I-3 Can: 5892 ea lea -312020--984 Vee*der Root Aboveground Tank Mag %Probe Installation flit. i <**- I Tagged to.' P1089548`-w*).% A .It Loc: `SHQP.RMG Pn: 1474 -794390u4.20 Veeo-e.ir, Root 'Steel. Tank Interstitial4 el'1_ iz` S46*sbr W/ IEV Cable. C-Tagged to P1099548 **Y) Loc: S140PRM-H Mtn: 2968 s. Continued an' Next Page 10 SHIP TICKET John W. Kennedy Company RI Order it.-19- 1437022,vol CJ90 Water manAvenue P./-0 342$5 ti P. D. Box 14217 Printed: 1 0:57_:14 03 QCT 8014 EAST PROVIDENCE, RI 02al4� Page 4 2 6f 5 401-434-1246 Fa,-,: 40..1-434-0E;Z0_ Sold 'To: 6636 '5111 0---,rb 8636-f; .Envir6nmental Servicez, Ina:.. Envi ices,- Inc-. -30 'Briookfield Stv-eetl South Winds"twr;. P'611ce SOUTH WINDSOR, CT 06074 1'_j1 Sand -flill RD ad MR.. CT 06074-- 'Ord-ered by Order Date Ship Dat• %,� .Via Warehouse Bruce D. 09/16/14 _o-1Tn_T- OUR TRM' Sh I Prc I writer —g a I'Psper:-on- R IleaSe , Ph-one Number Paul: Str^ingf'ell-ow Rick Audett'e A'k Ordered-.Shipped Product Descr4ptioti. Net Prc Ext Pyreal�??,,, I e:a FLA B and K 121 4-Section Folding 'ibrated to Tank Stick Cal Loc: SHOPRM-C Pn- 14367 ea .1 ea 200TG-ENG Opw AST Tank Gauge... Fits 2" Burig up. to 18'� Hid-h-�1jertf-c-a-1 -TA111(.S*. 50 Psi max. - Increments i.n 'rho Units L)L- MH29367:) ) Loa: BIGRM-C :Pn: 4�.7 8 7 s� ea 782-202-12 EBW 2" x 121 Pluminum Drop :T.ube. Loc: BGRMUP P n 2 4 7 1 lea j lea 4101-40-402-'..' r. Red Jacket -P75UA'RkJ2 3/4hp Submg.;�-ged Turbine Purap wl Quick S e t.:At Range: 108'n'- - ISE" Loc..- NOROW-2 Pn: 45074 lea 093 038343 Cranston Windustria.1 4 ' ), is Schedule 40 Galvanized Nipple ReAm and. Charafer Loc*: Pn: 77028 lea lea 1121-600 4" Tee -Locr SHOPRM-L Pn'.- 3779 I ea /I ea Red Jacket 1/3, 3/4, 1. 5 and 2 HP Control Box ow/ 115vac Cni'l. Loc: ANNEX-D Pn: 10338 14- Con'Cinued an Next Page SHIP-. TICkE*r John W. Kertnedy Com'pa* ny RI Order #.: 'S I A 37022. 001 990 Waterman Avenue P/0 It .: 34265 P. O. Box lit-117 P-rintedz 10:57: 14 03 OCT 2014 EAST RROVIDENC.E. RI .029 J.4 Faye 01 -. I f S. 401-434-1 246 Fax 401-434�•0630 Buld To: 13636 sh i b 8636"" Environment�rl I-nc. Environmental Services, Inc. 90 'Brook1lield Street SE)LIthNWind Windsor Police SOUTH WI'NDSFiR, CT 06074 151 San'd-Hill Read srarr.�j,4iNDSOPi CT (66074 Ordered by Order Date Ship Date Ship Vi,, W;-.%)-e h ej ms 9 Bruce D. 09/iG/14 iO/OV14 OT OUR TRUCK Shp I prc I Writer- Salesperson Releat-,e At Phone Number P?ljl Stringfellow Rick Audette Order.d Shipped Product DescrIption 1-1— C. n lea lei-1. ARFP-3T Fairfield rndustrieE: Sf.ainlezit: Steel Assembled Remote. Fill Port wi-th Cap, ndaptor,, Clamp And 2" 'I'lp Entry 7;,1/ Stage I Vapor Recovery 31, Mouilt irig Po 19 Lo- Pn: 71758 lea lea.a .90.95A-3300AVEVR '4.*.. 'Morrison Brothers 311 AST Overfill Prevention krzilve. Loc: BiGRM-1---Z- Pn: 7589k4) lea N_Aea .782-203-12 03W.. 3" X 127 Alufflin* umn Drop "r �ube P41 . 035 Wall Ttijukners Loc: BGRMUP Pn- 10167 lea �,1.1 ea 0015885 Husky 2" EVR Pressure / Vac Vent fvr/ 3" Water Column Pressure, 81, Water column. Vacuum. CARB Approved. Loc: •BIr3RM'_7F:-3 Prig G2,056 Sea lea' 2440-0700AVEV.'R Morrison Prot-heri 81' lGuz Female-, tm'e'rency Vent w/ - A'* Ring Seal - EVR Approved 7 8*r-'_,6 1 _oc* lea iela 305(3bP-2000nKEVk Morrison Brothers 2" G��uqe Stick Port Cap and AdAptor. Cf)RP' EVE? Approved. .-Cc: Pn: 75995 Continued on Next Page SHIP TICKET 'John W.- Ke;renedy RI Order #: S144.3513. 001 990 Waterman Avenue' P/D # 34265 P. O. Box 142117 Pr inted: 10:.57:32 03 OCT 2014 EAST PROVIDENCE-, R''1, 0 P-9 t-4 pabe ft ; 4 of 4 401-4-34-1246 'Fax. 401-A-14-0680 .Sold 7o: 8636 Ship 'fr Environmental Pervicos, Inc. 'En-,tironmental get-vices, Inc. 90 Broakf-ield St-r&eet. South Windsor Police 'SOUTH WINDSOR, CT. 06074 151 Sand Hill Roeid SOUTH WINDSOR, CT 06074 Ordered by Order Date Ship Date *Ship Via Warehouse Bruce D. 09/16/14 10/03/14 OT OUR TRUCK Shp I Prc I Writer -Salesperson Release 0 Phone. p4umbei� Paul Strinafellow Rick AUdette Ordered Shipped Product Description Net Prc Ekt P*f"t;. Filled by Checked 'by Pieces Customer Signature: Date: /I This sigried. receipt acknowledges that the above merchAndise• has been delivered andlor received in perfect condition. NOTEr No 'returns oi/o authu'rization. Authori'Z-ed returns subjec.t to minimum c20% restocking charge. Overdue accounts will be charged 2% per month finance charge. Eleotricial, special order & installed parts may. not be returned. �. Pr ared Dot Checked B Date Project No FUSS&O'NEILL i� Y �����1{ Y 1 ). N D5O1'� 1 U C.�NCRt`i li� ISheoof No� G _ BouArib �a� �z I Cr,"C CCi �- �� M11,1 SWFEP AS �``` ItAv�,r(++tp TO GoD"M: lV JAl1C 51 yU�� 1l kqu"xCQ(; PA _ J �- 0 C F14LCa T� 3E41,A..!'T' 0 L A TAr4Y, eq�> r PAS � .I41n: �I��rR tiv'�f.�f61� %phi ass 4 �T) isr -&,L4 (y "I'a ,F-Iectrc# APPLICATION FOR BUILDING PERMIT Plumbing# E (S� � HVAC# E�� �) e: Sprinkler# Estimated Cost $ /s;sw FINAL APPROVALS Permit Fee $ 2Z5 Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. SIGN ON REVERSE SIDE A Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ IOOI�`i The undersigned hereby applies to do work according to the following: Applicant ation of Work / _LotNo. , Applicant's AddressaYadmz�L — /2�' l.��ff�/jj d/5�'� Tel # Town Zip D/4"8/ Lic.#7l1Cd. Owner S ' Architect�/emu/o/obi/i/f" C /orJl _ Owner's',Address - Architect's Address Zip Aowf �' Zip G-D Sq.Ft. New Area: 1 st FI. 2nd Ff. ,� 3rd FI. ��Total New Area L -- Purpose of this permit r City Water et i Septic System Sewer I 0104 Ins: HO S� Cert. Area Basement Garage Approved by Date >.►4 Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of r' South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this buil ng and its use is allowed. J Signed I hereby apply for a Certificate of Occupancy for t work described in this application for the permit. Signed . _ 9/1viLYAP �L,4� DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Electric # APPLICATION FOR BUILDING PERMIT Plumbing# _ 151 Sand Hill Drive HVAC# 14A n n I AS Date: Sprinkler# Estimated Cost $ f,7 o0 FINAL APPROVALS Permit Fee $ ,Ze2S, Building _ COMPLETE RED BOXED AREAS Occupancy Fee $ EngineeringAffidavit _ TYPE OR PRINT ONLY Eng. Insp. Fee $ Apprr.forCO. ► SIGN ON REVERSE SIDE pp Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ ��� to The undersigned hereby applies to do work according to the following: Applicant Yi/1 ``'�// S� Location of Work �` _-_ a� LotNo -_ G_j Applicant's Address g-If R►1�Cr L)l A . h f boo,( Tel # 0 y9J y�_ii / Town Co�S� N r (mil Zip �n Lic.# CV 0-900a? Owner S e.-j,,, Ce Architect _ Owner's Address Architect's Address Zip -Zip -- - Sq. Ft. New Area: 1 st FI. I 2nd FI. 3rd FI. Total New Area Purpose of this permit ViRizz".j .¢1,6—j-S A,77:2 '!�T City Water J Well J Septic System J Sewer J Ins: HO SP Cert. �7 / Area Basement Garage Approved by Date / '(� Use Group Construction Type --� Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be loc ted the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which is building and i use is allowed. Signed _ I hereby apply for a Certificate of Occupancy f work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Electric # C C E � v A "'PoLICATION FOR BUILDING PERMIT Plumbing# 15h�.St� ) jt l Road HVAC# i r(YY[[YY((l�$ Date: Sprinkler# Souun uvindsor Estimated Cost $ ZSi o0o FINAL APPROVALS Building COMPLETE RED BOXED AREAS Permit Fee $ ;375Occupancy Fee $ 15 Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. SIGN ON REVERSE SIDE -4 Total Fee $ 3M TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $-A'77(P The undersigned hereby applies to do work according to the following: Applicant f4E%-1 C-wQG -ate Locationof Work 15 1 9e Ab LotNo. Applicant's Address J -C DIL Tel # So V•3 4'k'7 SS`1 Town P412 LA"N N5 Zip 67410 Lic.# MCC, o gopgg 7 Owner 5%0A `�o� S Architect HwvNc, ► Gg-ovQ Owner's Address Sgoo f3R4 S'"v 1144-►N1 Architect's Address 14cp 65C.CcS), S'C m Z0 &�LA ?-A To" FL 7 Zip N. �AA atHtiI Zip - . Sq. Ft. New Area: 1 st FI. f- 2nd FI. "'l�&- 3rd FI. r'l a Total New Area Purpose of this permit RTtT S,�'irc wla d%F -,C_dT�oti1 Tb C c\Z�M\I_4" City Water J Well 0 Septic System ❑ Sewer 0 � Ins: HO S&W Cert Area Basement Garage Approved by d _ ate }3. lZ Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Si r - I hereby apply for a ertificate of Occupanc r the work described in this application for the permit. 01 SignedINN -- - _ - D WRITE BELOW THIS LINE INSPECTION COMMENTS r,iectric # APPLICATION FOR BUILDING PERMIT Plumbing# S HVAC# I 5� � �{It( Date: 5� Sprinkler# U 03---7 Estimated Cost $ FINAL APPROVALS Permit Fee $ 2 Zs- Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► t SIGN ON REVERSE SIDE Appr.forCO. Total Fee TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 7'�92 The undersigned hereby applies to do work according to the following: Applicant jocation of work Lot No. Applicant sAddre Tel # - Z 701 P. Town A rA /��Z�ip 7,j6-- Owner Architect � � i�� d� Owner's Address0�k Architect's Address _ Zip7a g:?I, / Zlp� Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI.4//t-Total New Areaf�— Purpose of this permit L$"/ 44 a � 1) --c Ins: HO S Area Basement Garage _ ate Approved by : D S Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of y South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines, side yard lines,and regw-ed distances from all other zones and is located in which this buildi and its use is allowed. Signe 0"0WN'Ux,/;T7k'. I hereby apply for a Certificate of Occupan for the ork described in this application for the permit. 101, Signed ' _ CL" rI�IyG�i�it�L►/1JL� O NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# J SJ Sccrio/ +1 1 J 1 Date: Sprinkler# SOU 7?i Estimated Cost $ FINAL APPROVALS Permit Fee $ — Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Affidavit Eng. Insp. Fee $ Appr.forCO. SIGN ON REVERSE SIDE 4 Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ �7 3 The undersigned hereby applies to do work according to the following: Applicant go p finz% , C- Locati n of Work �6 V t No. 3 t(d'! Applicant's Address 9-3 C44 J'Zive� Or. 9 ��0 . Tel # 1 Town )5 ,_5 o-e (./ e 7- Zip 6,�O r Lic.# t C a 0.500 Z Owner The Tow✓t O t 5',o,4 4 Wl„ds')"Architect Owner's Address ISWD S4 I i,y fty2 Architect's Address you /if l✓,'.+-�Sor C ( Zip oz<e 1y Zip- -- - Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit pe IQtd,-Ger,&00 e KI i h N:O -Q Y7+'ju-S L✓ rl Q %✓ a�S M.n of l�R E-t 1 City Water J Well 0 Septic System J Sewer J I S 001 ly Ins: HO rt. Area Basement Garage P Approved by Date ." Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located re proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this ilding and its use is allowed. Signed I hereby apply for a Certificate of Occupancy fo cribed in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS T-MOBILE NORTHEAST LLC 15 COMMERCE WAY,SUITE 8 CT49 7 S 3A 1 NORTON,MA 02766 (508)286-27DO SOUTH W NDSOR SBA ® APPROVALS SBA COMMUNICATIONS CORP. 134 FINDERS ROAD,SUITE 125 WESTBOROUGH.MA 01581 PROJECT MANAGER: DAIL ZONING/SITE AGO.: DATE: (508)251-0720 151 SAND HILL ROAD r MCHAPPELL CONSTRUCTION: DATE: OPERATIONS: DATE: SOUTH WINDSOR CT 06074 ENGINEERING ASSOCIATES.LLC HARTFORD COUNTY RF ENGINEERING: DATE: TOWER OWNER: DATE: ILK EXECUTIVE CENTRE 201 80"POST ROAD WEST.SUITE 101 MARUIOROUGH.MA 01752 SITE NO . : CTI I 4 SITE NOTES c508>461-7400 waw.c appeLk,ginswirgsom 1. 7HIS IS AN UNMANNED AND RESTRICTED ACCESS TEIECOMMUNICATKNi FACIUtt,AND IS NOT FOR HUMAN HABITATION. IT WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNAL T-MOBILE TECHNICIAN SITE SAFETY NOTES FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE 11IIIfit LOCATION SPECIAL RESTRICTIONS ADA COMPLIANCE NOT REQUIRED. ����`F cojv �7/i� SITE TYPE: 187'f MONOPOLE POTABLE WATER OR SANITARY SERVICE IS NOT REQUIRED. �O�j FCC SECTOR A. ACCESS BY CERTIFlED CLIMBER NO OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES REQUIRED. � J. SECTOR B: ACCESS BY CERTIFlED CLIMBER �r SECTOR C: ACCESS BY CERTIFIED CLIMBER 2. CONTRACTOR SHALL VERIHALL I ALL PLANSIMMEDIATELY EXISTING DIMENSIONS,AND CONDITIONS I N JOB y SITE.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT/Et�INEER IN WRITING OF SECTOR D: ACCESS BY CERTIFlED CLIMBER ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. FAILURE TO NOTIFY THE CPS/LMU: UNRESTRICTED ARCHITECT/ENGINEER PLACE THE RESPONSIBILITY ON THE CONTRACTOR TO CORRECT THE RADIO CABINETS: UNRESTRICTED RF DESIGN GUIDELINE: 67D92DB OUTDOOR DISCREPANCIES AT THE CONTRACTOR'S EXPENSE. PPC DISCONNECT: UNRESTRICTED 3. NEW CONSTRUCTIIDN CODE WILL CCONFORM TO Ali APPLKABLE T STATE BUILDING CODE AND ORDINANCES. MAIN CIRCUIT D/C: UNRESTRICTED NIU/T DEMARC: UNRESTRICTED ELECTRICAL CODE 2017 NATIONAL ELECTRICAL CODE OTHER/SPECIAL: NONE ��RAL RES COD.TW 222-G STRUCTURAL STANDARDS FOR ANTENNA SUPPORTIN 7jZf i l 1, GENERAL NOTES VICINITY MAP SCALE: ,•= 1000' SHEET INDEX PROJECT SUMMARY CHECKED BY: JMT APPROVED BY: JMT Y. 11E CORDIAN R.RULE S,R ALL TOWS A ADD COMPLY WITH AL 11. THE ITS NO I R EC BE WHICH MIT E RE IRO)rRO ALL ' I SHEET REV. SITE NUMBER: CT11497A LAI75,ORONANDEs.RULES,REIDUTIDNS AND LAWFUL OIDU6 ar PERMITS Arab N.PECII016 CONCH wr BE REOCWED FOR THE WORc d-- •'_ . NO. DESCRIPTION NO. ANY PUILIC AUTHORITY MUNICIPAL AND UTILITY COMPANY BY THE AEJFm/FNGINEER THE SON.coom OR LOCI M SBA SITE NUMBER: CT07824-5 SUBMITTALS SPECFIGODI/S,AND LOLL NO STATE JURSOIDTIONIL CODES GOVOOYOIT AVrHOROY. BEARND ON THE PE1FaOWICE OF THE Wax THE WORX T-1 TITLE SHEET 1 PERFTIRKD ON THE PROJECT AD THE MMTER LS 1614M SWU 12. THE CONTRACTOR SELL MAKE NECESSAM'PROASONS TO PROTECT 4r�,. -J;. SBA SITE NAME: SOUTH WINDSOR REV. EATE DESCRIPTION BY BE N STRICT ACCORDANCE WITH ALL MPU0W CODES. EIMM WRO/OIQrt.,EASEMU115,PAYIK,,CJWIG.ETC.DLM �H j REGMAIM ARO OROHANCESL CONSRIIcmN'UPON CO PLEIIDN OF WXK THE CONTRACTOR —51HA11 REPAIR ANY MAMYiE THAT MAY HAVE SITE ADDRESS: 151 SAND HILL ROADVE OCUMI D DUE TO j ..- GN-1 GENERAL NOTES 1 2 THE ARCMECT/ENaNEDt HAVE MADE EVERY UFORT TO 59 FORA CONSTRUCTION ON OR ABOUT THE PROPERTY. 1 N w�•a SOUTH WINDSOR,CT 06074 N THE W16TRUCTON AND CONTRNT DOCUMI S THE COMPLETE } SCOPE of WRIL THE CONTRACTOR WIND THE JOB 6 13. THE CONIR,CTOR SLAM KEEP THE GENERAL WORK AREA WEAN AMAOEJESS ` O _ PROPERTY OWNER: TOWN OF SOUTH WINDSOR 56 IEAEW 0000 THAT MINOR OMISSIONS OR FLOORS IN16T HAZARD FREE MW C0R000GN AND DISPOSE OF ALL DIRE A-1 COMPOUND h EQUIPMENT PLAN 1 C/O POLICE FACILITY THE DRAMWNGS AID OR SPECIFICATIONS SKILL MITI EXaISE SAD DESIR6,RIABISH AND REMOVE EOUPMENT NOT SPFJAED AS /y •• CONTRACWN FROM COMREING THE PRIM AND MPROWIOTR N REIWRNG ON THE PROPEAIY.PROMISES SIMll BE LEFT N CIEVa 1540 SULLIVAN AVENUE ACCOR DANCE WITH THE INTENT OF THESE DOCUMENTS, CMTD NE SP N AND FROM PA01S.EAST.OR SLAM S OF _ }( A-2 TOWER ELEVATIONS k ANTENNA PLAN 1 ANY NATUREN- ••%• SOUTH WINDSOR,06074 1fY 3. THE CONTRACTOR OR WDER SWL BEAR THE RESPCNS OF w A-3 SITE DETAILS 1 NomNG(N WOW)THE DNIIPONT KPRESENTATWE OF ANY 14. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REOLIREMENTS AS TOWER OWNER: SBA PROPERTIES,LLC COIRICTS,ERRORS.OR OMSGa6 PRIOR TO THE S IIM65CM1 OF THEY APPLY TO THIS PROJECT. 8501 CONGRESS AVENUE 1 1 07/19/19 W"FOR CONSIRIIm CMC CONTEMCIOn PROPOSAL OR PERFORMANCE OF Wax N THE EVENT BOCA BATON,FL 33487 OF DSCROWICES THE CONTRACTOR.KILL PRICE THE MOTE COSTLY 15. THE CONTRN,TOR SKILL HIM THE PROJECT OWER'S y E-i ELECTRIC GROUNDING DETAILS 1 PHONE: TON,F 3W7 0 06/13/19 6ti11FD FOR MU JFN OR EXI NSVE WOW,LW LESS DIRECTED N WRITING OTHIONSE REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY OF THE -9523 CONTRACT DOCUMENTS THE CONIR/CTOR IS NOT TO ORDER 4. THE SCOPE OF WORK SMLL INCLUDE F1NIL4AIG ALL MAJOR" MATERIAL OR CONSTRUCT ANY PORTION OF THE WORK THAT 6 N COUNTY: I-ARTFORD SITE NUMBER: EWPIENT.LABOR AND ALL OTHER VATERNLS AND LABOR DEEMED CONFLICT UNTIL CONFLICT 6 RESOLVED Of THE LESSUAMISFE NECESSARY TO COMPLETE THE WMVPRUV AS OM WED D RER'R6UITANNE a ' w �, • ZONING DISTRICT: RURAL RESIDENTIAL CT 1 1 497A HUM ID. THE PROPERTY UN1OR EEC. THE ILL OIET6IDNs.FILYATHOHs, p' - - :., S. CIE 1XNTRACIOR SHW.VISIT THE COB.TIE PRIOR TO THE PROPERTY LIES EIG ON THE JOB STRUCTURE TYPE: MONOPOLE SIAISSIDM OF BITS OR PERFORWG WORK TO FAIHA17E HMSUF SITE WIN THE nRD CO DTONs AND TO VERIFY THAT THE PROFIT CAN 17. ALL UNDERGROUND UTILITY FwRwTDN WAS DETERMINED FROM ♦ • STRUCTURE HEIGHT: 187'3 SITE ADDRESS: BE CONSTRICTED N ACCORMNCE WIN THE WNEWCT DOCUMENTS. SURFACE IN6TIGTIONS AND EXISTING HATS OF RECORD.THE COWRACROR SAL LOCATE All L009RD10IFD Umm N THE 151 SAND HILL ROAD & THE CONIRA11 PRIOR 70 5TNEING AUTHORIZATION H RI OWN NTF�WITH CIFNELY FW1D PRIOR 70 MIT SITE WIRK `,mot r .� O `• APPLICANT: T: 15 COMMERCE AY�SU(TE B SOUTH WINDSOR,CT 06074 DEFINED BY TIE OMSO TON DRAIRIGS/COMIRACT DOCIIIENIS NORTON,MA 02766 7. THE CONRRCIDR SHALL NSIALL ALL Ea1P"AID w1OEE5 SWOT TILE ACCOTDI6 10 THE MVOFACIURVIVVEDOWS SPECFIGTDNS AT LEAST 72 HOURS PRIOR TO SBA RSA: STEPHEN ROTH UNLESS NOTED OTHERWISE OR WERE LOCAL COGS OR OROI INCES DIGGING,THE CONTRACTOR IS I O W W1 PHONE:860-539-4920 TAKE PRECEDENCE REQUIRED TO CALL DIG SAFE AT 81, _ . . \j EMAIL SRothOsbasile.com TITLE SHUT, 6 THE CONTRACTOR SKI PROVIDE A RILL SET OF CONSIRI 1- A DOCUMENTS AT THE WE UPDATED WIN THE LATEST REYmaa AND ARCHITECT: CH APPELL ENGINEERING ASSOCIATES,LLC. ADOODU6 OR CUJM1IONS AVAILABLE FOR THE USE Bf ALL -- Pa6wEn INVOLVED WTN THE PST SPECIAL ZONING NOTE 201 BOSTON POST ROAD WEST,SUITE 101 LASED ON INFORMATION PROVIDED BY T-MOBILE REGULATORY COMPLIANCE MARLBOROUGH,MA 01752 9. THE CONTRACTOR SILL 9JPO SE AND DIM THE NICELY DO NOT SCALE DRAWINGS PROFESSIONALS AND LEGAL COUNSEL,THIS TELECOMMUNICA11ONS EQUIPMENT OSCRIIED tEKX THE CaXOWM SKILL BE SOLELY DEPLOYMENT IS CONSIDERED AN ELIGIBLE FACILITY UNDER THE MIDDLE CLASS STRUCTURAL ENGINEER: CILAPPELL ENGINEERING ASSOCIATES,LLC. SEEN WA6FIt AESPONS61E FOR ALL CONSTRUCTION MOMS.METHODS, TEDINICUES SEQUENCES AND PROCEDURES AND FOR COOROIHUNG TAX RELIEF AND JOB CREATION ACT OF 2012,47 USC 1455(A),SECTION 201 BOSTON POST ROAD WEST,SUITE 1O1 AL PORTIONS OF THE WORK U0 W THE CONTRACT, MARLBOROUGH.MA 01752 CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND 6409(A),AND IS SUBJECT TO AN ELIGIBLE FAGLfTY REQUEST,EXPEDITED 11 THE CONTRACTOR IS RESPOMW FOR PRa'DID ALL NDCESSIRY CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE REVEW.AND LIMITED/PARTIAL ZONING PRE-EMPTION FOR LOCAL SITE CONTROL POINT: LATITUDE 41.835900' N41'50'09.24• T-1 �i, gMDES I TO W STRULISHIND ALAIL IPRROVF�lM PROJECT OWNER'S REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE pISCREnoNARY PERMITS(vARWN(E BROCCOLI PERMH,SITE PLAN REVIEW,OR LONGITUDE: -72.5521DD' W7733'07.56• AS F1ORN MUM PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. ADMINISTRATIVE REVIEW). ,e,s oV0 GENERAL NOTES, CONCRETE AND REINFORCING STEEL NOTES, ELECTRICAL INSTALLATION NOTES. T_MOBILE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY: 1.ALL CONCRETE WORK SFWl BE N ACCORDANCE WITH THE ACT 301.ACT 318,ACT 336.ASTM A184,ASTII A185 AND THE 1.WIRING.RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC NORTHEAST LLC CONTRACTOR-T-MOBILE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE AND T&CORDI0. SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) OWNER-T-MOBTE 2.ALL CONCRETE SHILL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS,UNLESS NOTED OTHERWISE A 2.SUBCONTRACTOR SHALL MODIFY OR INSTALL CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND TRANSPORT OEM-ORIGINAL EQUIPMENT MANUFACTURER HIGHER STRENGTH(40OPSI)MAY BE USED.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACT 381 CODE CABLING TO THE NEW BTS EQUIPMENT.SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO CONTRACTOR FOR APPROVAL. REQUIREMENTS 15 COMMERCE WAY,SUITE B 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHAH.VISIT THE CELL SITE TO 3.ALL CIRCUITS SEAL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND NORTON.MA 02756 FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS 3.REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED UNLESS NOTED OTHERWISE WELDED WIRE TELCORDLA. (508)286-2700 SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SEAL BE BROUGHT TO THE FABRIC SWILL CONFORM TO ASTM A 185 WEDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE SPLICES SWJl BE CLASS ATTENTION OF CONTRACTOR. '8'AND ALL HOOKS SHALL BE STANDARD,UNO. 4.CABLES SEAL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, 4.THE FOLLOWING MINIMUM CONCRETE COVER SHALL.BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON 5.EACH END OF EVERY POWER GROUNDING,AND 71 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR-CODED REGUUTKNS,AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH DRAWINGS: INSULATION OR ELECTRICAL TAPE(3M BRAND,1/2 INCH PLASTIC ELECTRICAL TAPE WITH W PROTECTION,OR EQUIP. ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING CONCRETE CAST AGAINST EARTH.._..-3 N. THE IDENTIFICATION METHOD SWILL CONFORM WITH NEC AND OSK AND MATCH INSTALLATION REQUIREMENTS. THE PERFORMANCE OF THE WORK. CONCRETE EXPOSED TO EARTH OR WEATHER: SBA 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY i6 AND LARGER�.__�-___...2 IN. 6.POWER PHASE CONDUCTORS(I.E.HOTS)SEAL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE SPECIFICATIONS AND LOCAL STATE AND PLY WIT JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS. 15 AND SMALLER&WWF...........Vj IN. (311 BRAND,Yr NCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION,OR EQUAL).PHASE CONOLLCM COLOR CODES CONCRETE NOT EXPOSED TO EARTH OR WEATHER SHALL CONFORM WITH THE NEC AND OSHA 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTIINE ONLY. OR NOT CAST AGAINST THE GROUND: SLAB AND WALL....»............».»»X IN. 7.ALL ELECTRICAL COMPONENTS SWILL BE CLEARLY LABELED WITH ENGRAVED IAMACOID PI/SRC UBES.ALL SEA COMMUNICATIONS CORP. 6. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES. BEAMS AND COLUMNS».»..»..»...%IN. EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING,PRASE CONFIGURATION,WIRE CONFIGURATION,POWER OR 134 FLANDERS ROAD SUITE 125 AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS AMPACITY RATING,AND BRANCH CIRCUIT ID NUMBERS(I.E,PANELBOARD AND CIRCUIT Vs). WISTBOROUGH,MA 01581 5.A CHAMFER)';'SEAL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,UNO,IN ACCORDANCE WITH ACT 301 SECTION (508)251-0720 7. THE SUBCONTRACTOR SEAL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S 4.2.4. 8.PANELBOARDS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT A NUMBERS)SHALL BE CLEARLY LABELED RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE WITH ENGRAVED UMACOID PLASTIC LABELS. 6.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SWILL BE PER MANUFACTURER'S WRITTEN RECOMMENDED 8. F THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR PROCEDURE THE ANCHOR BOLT,DOWEL OR ROD SWJl CONFORM TO THE MANUFACTURERS RECOMMENDATION FOR EMBEDMENT 9.ALL TIE WRAPS SWILL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES ,�'7 CHAPPELL DEPTH OR AS SHOWN ON THE DRAWINGS NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR ENGINEERING HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SEAL BE PERFORMED IN ORDER TO AANTAN 10.POWER,CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR(J34 ' 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT,POWER,T1 CABLES AND GROUNDING MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED AWG DR LARGER),600 V,OIL RESISTANT THHN OR THAN-2,CLASS B STRANDED COPPER CABLE RATED FOR 90'C �Jr.'--ASSOCIATES,LLC CABLES AS SHOWN ON THE POWER,GROUNDING AND TELCO PUN DRAWING. SUBCONTRACTOR SEAL UTILIZE GALVANIZED.D(PANSKON BOLTS SHALL BE PROVIDED BY SIMPSON OR APPROVED EQUAL (WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED,UNLESS OTHERWISE C.��SI-L hrl]-L-0 S„ q,m9 EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY.SUBCONTRACTOR SEAL CONFIRM THE SPECIFIED. ACTUAL ROUTING WITH THE CONTRACTOR AND/OR LANDLORD PRIOR TO CONSTRUCTION. 7.CONCRETE CYLINDER TIES ARE NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS (IBC1905.6.2.3)IN THAT EVENT THE FOLLOWING RECORDS SEAL BE PRDVIDED BY THE CONCRETE SUPPLIER; 11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR(16 AWG OR R.K EXECUTIVE CENTRE 10.THE SUBCONTRACTOR SHALL.PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND (A)RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIERS PLANT. LARGER),600 V.OR RESISTANT THHN OR THWN-2 GREEN INSULATION,CLASS B STRANDED COPPER CABLE RATED FOR 201 BOSTON POST ROAD WEST,SUITE 101 STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION (B)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. 90 T(WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED,UNLESS MARLBOROUGH,MA 01752 OF THE OWNER FOR GREATER TITAN 50 CUBIC YARDS THE CC SEAL PERFORM THE CONCRETE CYLINDER TEST. OTHERWISE SPECIFIED. (508)481-7400 11.SUBCONTRACTOR SEAL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXAL S.AS AN ALTERNATIVE TO REM 7.TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER ER FOR EVERY 50 YARDS OF 12.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS,OR BELOW GRADE,SEAL BE SINGLE CONDUCTOR Tnr�.chappeRenITinecIing.n CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. CONCRETE FROM EACH DIFFERENT BATCH PLANT. E2 AWG SOLID TINNED COPPER CABLE,UNLESS OTHERWISE SPECIFIED. 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION AND RETURN DISTURBED AREAS TO ORIGINAL CONDITIONS. 9.EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED,UNLESS IT IS VERIFIED BY 13.POWER AND CONTROL WIRING,NOT IN TUBING OR CONDUIT,SHALL BE MULTI-CONDUCTOR,TYPE TC CABLE(134 t fill CYLINDER TESTS THAT COMPRESSIVE STRENGTH PAS BEEN ATTAINED. WC DR NLESS OTHERWISE ♦♦�.�\pF�c0NI�F����i 13.THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE SUBCONTRACTOR (WET AND DR{)OPERATION;WITH OUTER JACKET,LISTED OR LIBELED FOR E LOCATION USED,U SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND STRUCTURAL STEEL NOTES. SPECIFIED. PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 1.ALL STEM WORK SWV1 BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE DRAWINGS AND T-MOBILE SPECIFICATIONS 14.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-SME,COMPRESSION WIRE LUGS AND WIRENUTS BY �♦h�L�� J ��'' 14.SUBCONTRACTOR SFWl NOTIFY CFA'PELL ENGINEERING ASSOCIATES,LLC 48 HOURS M ADVANCE OF POURING CONCRETE UNLESS OTHERWISE NOTED.STRUCTURAL STEEL SWILL BE ASTM-A-36 UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC HARGER(OR EQUAL).LUGS AND WIR04M SHALL BE RATED FOR OPERATION AT NO LESS THAN 75-C(9(rC IF OR BACKFIWNG TRENCHES,SEALING ROOF AND WALL PENETRATIONS AND POST DOWNS,FINISHING NEW WALLS OR FINAL DRAWINGS STEEL DESIGN,INST&UITKN AND BOLTING SHALL BE IN ACCORDANCE WITH THE AMERIAN INSTITUTE OF STEEL AVAIUBLE)• y ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. CONSTRUCTION(DISC)-MANUAL OF STEEL CONSTRUCTION'. 15.CONSTRUCTION SEAL COMPLY WITH ALL T-MOBILE STANDARDS AND SPECIFICATIONS. 15.RACEWAY AND CABLE TRAY SHALL BE UATED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA.UL 2 ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SEAL CONFORM TO AISC AND AWS D1.1. ANSI/IEEE AND NEC. 16.SUBCONTRACTOR SHAH.VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR 10 COMMENCING ANY WHERE FLL1ET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AJSC'MANUAL OF STEEL WORK.ALL.DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. CONSTRUCTION',9TH EDITION.PAINTED SURFACES SHALL BE TOUCHED UP. 16.NEW RACEWAY OR CABLE TRAY WILL HATCH THE EXISTING INSTALLATION WHERE POSSIBLE a76 SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 3.UNLESS N CONNECTIONS SHALL USE BEARING TYPE ASTMGALVANIZED A325 BOLTS LESS AND SKILL HAVE MINIMUM OF 7W0 BOLTS 17.ELECTRICAL METALLIC TUBING(EMT)OR RIGID NONMETALLICKILLCONDUIT(US FOR PVC SCHEDULE 40 OR RIGID PVC / S UNLESS NOTED OTHERWISE ALL BOLTS SFWl BE GAVAR¢ED OR STAINLESS STEEL. SCHEDULE 80 FOR LOCATIONS SUBJECT N PHYSICAL DAMM,E)SKILL BE USED FOR EXPOSED INDOOR LOCATIONS �G,♦♦♦ 17.THE EXISTING CELL SITES ARE IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY (ENT),OR RIGID NONMETALLIC CONDUIT �s�ONAL SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT 4.NON-STRUCTURAL CONNECTIONS FOR SIEEEL GRATING MAY USE 'OIA ASTM A 307 BOLTS(GALh UNLESS NOTED (RI PVC,CSC MEAWC TUBING(EMT),ELECTRICAL FOR NONMETALLIC TUBING MUST BE COORDINATED WITH CONTRACTOR ALSO,WORK SHOULD BE SCHEDULED FOR AN OTHERWISE (RIGID PVC,SCHEDULE 40)SHALL BE USED FOR CONCEALED RATION LOCATIONS APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 5.CONTRACTOR SEAL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW AL APPROVAL ON PROJECTS REQUIRING STRUCTURAL 19.GALVANIZED STET INTERMEDIATE METALLIC CONDOR(61C)SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE 18.F THE EXISTING CELL SITE IS ACTIVE,ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH STEEL GRADE LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY 6.ALL STRUCTURAL SBIi WORK SEAL BE GONE N ACCORDANCE WITH NSC SPECIFICATIONS CHECKED BY: JMT WORK THAT COULD EXPOSE THE WORKERS TO DANGER.PERSONAL RF EXPOSURE MONITORS ARE TO BE WORN 20.RIGID NONMETALLIC CONDUIT(I.E.RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SHALL BE USED TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. SOIL COMPACTION NOTES FOR SLAB ON GRADE UNDERGROUND DIRECT BURIED,IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. APPROVED BY: JMT SiTE WORK GENERAL NOTES, 1.EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND PLACE CRUSHED STONE 21.LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT(LIQUID-TITE FLEX)SHALL BE USED INDOORS AND OUTDOORS,WHERE 1.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. AS REQUIRED. VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. SUBMITTALS 2.ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,SHALL BE 2.COMPACTION CERTIFICATION:AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOIECHNICPL TECHNICIAN OR 7.2.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION REV. PAT: DESCRIPTION BY PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK SHALL BE RELOCATED AS ENGINEER IS ACCEPTABLE USED.SETSCREW FITTINGS ARE NOT ACCEPTABLE DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS 3.AS AN ALTERNATE 7O INSPECTION AND RERTION,THE'UNDISTURBED SOIL'BASE SEAL BE COMPACTED WITH AROUND OR NEAR UTILITIES SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL INCLUDE WRITTEN CERTIFICA'COMPACTION EQUIPMENT',LIFTED BELOW, AT IF FOOT MODIFIED ODF'IED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 23.CABINETS,BOXES AND WIREWAYS SHALL BE LISTED OR LABELED FOR EECTRKAL USE IN ACCORDANCE WITH NEMA, BUT NOT BE LIMITED TO A)FALL PROTECTION B)CONFINED SPACE C)ELE Hal SAFETY D)TRENCHING AND EXCAVATION. METHOD C. U.ANSI/IEEE AND NEC. 3,ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS 24.CABINETS,BOXES AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE 4.COMPACTED SUBBASE SWILL BE UNIFORM AND LEVELED.PROVIDE 6'MINIMUM CRUSHED STONE OR CRAVE-COMPACTED IN 4.IF NECESSARY.RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SEAL BE REMOVED FROM THE SITE AND 3'LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL DR CRUSHED WITH 100%PASSING+1 SIEVE 25.WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED COVER DESIGNED TO SWING OPEN DISPOSED OF LEGALLY. DOWNWARD SHALL BE PANDUIT TYPE E(OR EOUKL);AND RATED NEMA 1 (OR BETTER)INDOORS,OR NEMA 3R(DR 5.AS AN ALTERNATE TO TEAS 2 AND 3,THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM S®VIBRATORY PANE BETTER)OUTDOORS. 5.THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. COMPACTOR(SUCH AS BOMAG BPR 30/38)OR WAND-OPERATED SINGLE DRUM VIBRATORY ROLLER(SUCH AS BOIAAG BW 55E). AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND 26.EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES,AND PULL BOXES SAL BE GALVANIZED OR 6.NO FILL OR EMBANKMENT MATERIAL SEAL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS.SNOW OR ICE SHALL NOT COMPACTED AS STATED ABOVE. EPDXY-COATED SHEET STEEL SFWl MEET OR EXCEED UL 50.AND RATED NEMA 1(OR BETTER)INDOORS,OR NEMA 1 07/16/19 LS G FOR O@61Po1CIgN GEC BE PLACED IN ANY FILL OR EMBANKMENT. COMPACTION EQUIPMENT 3R(OR BETTER)OUTDOORS HATED 0 05/13/19 FOR REVEL ARV 7.THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE 27.METAL RECEPTACLE,SWITCH,AND DEVICE BOXES SEAL BE GALVANIZED,EPDXY-COATED,OR NON-CORRODING; APPLICATION• 1.WAND OPERATED DOUBLE DRUN,VIBRATORY ROLLER VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. SHALL MEET OR EXCEED UL 514A AND NEMA OS 1;AND RATED NOMA 1 (OR BETTER)INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. SITE NUMBER: EXISTING 8.ALL STING INACTIVE SEWER,WALLET,GALS.ELECTRIC AND TITTER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE CONSTRUCTION NOTES, CT11497A WORK,SHALL L BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS TER ES WHICH WILL NOT INTERFERE 28.NONMETALC RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;AND RATED NEMA 1 WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF ENGINEERING,OWNER AND/OR LOCAL UITTIFS. 1.FIELD VERIFICATION: OR BETTER)INDOORS,OR WEATHER PROTECTED(RAP OR BETTER)OUTDOORS. SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK T-MOBILE ANTENNA PLATFORM LOCATION AND UTILITY TRENCHWDRK 9.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY TINE TOWER,EQUIPMENT OR DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT 2.COORDIRATION OF WORK: 29.THE SUBCONTRACTOR STALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE SPECIFICATIONS, SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. SITE ADDRESS: 151 SAND HILL ROAD 10.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES,F 3.CABLE LADDER RACK 30.7HE SUBCONTRACTOR SFWl PROVIDE NECE5SW TAXIING ON THE BREAKERS,CABLES AND DISTRIBUTION PANELS SOUTH WINDSOR,CT 06074 REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT SUBCONTRACTOR SWILL FURNISH AND INSTALL CABLE LADDER RACK,CABLE TRAY AND/OR ICE BRIDGE.AND CONDUIT AS N ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. CONTROL REQUIRED TO SUPPORT CABLES TO THE NEW BIS LOCATION. 31.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,NEC AND ALL 11.THE SUBCONTRACTOR SEAL PROVIDE SITE SK;NAGE IN ACCORDANCE WITH THE T-MOBIE SPECIFICATION FOR SITE APPLICABLE LOCAL CODES SHEET TIRE SIGNAGE. 32.CONDUIT ROUTINGS ARE SCHEMATIC.SUBCONTRACTOR SWILL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. GENERAL NOTES SHEET MAIBHW GN-1 Hms oso IN SPECIAL PRE-CONSTRUCTION WORK NOTE (SBA-PROVIDED TOWER STRUCTURAL ANALYSIS SPECIAL EQUIPMENT INSTALLATION REQUIREMENTS): GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL SPECIAL OR SUPPLEMENTAL ADDITIONAL TOWER-MOUNTED EQUIPMENT PER RECOMMENDATIONS FROM T—MOBILE SBA-PROVIDED TOWER STRUCTURAL ANALYSIS FOR ANY SPECIAL SHIELDING OF TOWER TOP EQUIPMENT AND FOR ANY SPECIAL FEEDUNE BUNDLING OR RELOCATION. NORTHEAST LLC EXIST.EQUIPMENT AREA 4 A-1 15 COMMERCE WAY,SUITE B NORTON,MA 02766 (508)266-2700 15't - SBA EXIST.6-C4NC METER BWK &DISCOVIVE i MOUNTED TO D IST BUILOM WAL _ SBA COMMUNICATIONS CORP. Mr.4'-O*.t 134 FLANDERS ROAD,SUITE 125 LEAF'GATE WEST (sob)BOROUGH,MA 01581 C11Z `� SOURCE:CEA SfTE VISIT 04.19.19 C#,=C—aPELL r,.ISFOREQUIPMENT AREA PHOTO zEXIST ENGINEERING rAAMSFORMfR SCALE:N.T.S. A-1 ASSOCIATES,LLC .IiST.(9)T3'I LYNX CARIES&(tJ I 1-%'N78Mo CABLE ROUTED ALONG .11 EXIST.OMfRH&W GIB(£CC BRIDLE ON f (M )(REFER TO F xJ El \\ .WTENN4 GL'N9'TGURA/1lAY CYtARf ON x 201 IXBOSTON POST R01D WEST,SUITE 101 SIEET A-J FOR FEEDUNE COUNTS) PROP.T-MOBILE EATsf S12000 ..x.chappNbrgtneeri�q.corri EQUIPMENT MOUNTED 4 EXIST.PAC WITMN DUST.CARNET ON A-1 I (TO RE—) \ \ (To RE'N41Y) EXIST.CONCRETE PAD EXIST.GPS AMEN&MOUNTED R) - SWDGE� ) (yc xa+�£nsiT)I ``�� pF C 0 NN��i�-' COST KE 6RIOW(TO REMWN) ( OWRHE40 C'4BLE XF BRIDGE(TO REAWN) `< � J. S'� PROP.T-YOBILE(3) i�li�HYBRID I (REFER To I".7v"cOnaTG"mm CABLE ROUTED ALONG EXIST wu cmRr ON SHEET A-J FOR FEEDUNE COUNTS) - y OVERHM CABLE ICE BRIDGE TO ••44 Evsr.SFRrNT T� \ EXIST.(3) 1-%•COAX REPLACE EXIST.(3) 1-W COAX EOUP607 PAO \ EXIST R856rJr CABLES(TO BE REMOVED) a76 x CABLES(REFER TO FINAL ANTENNA •. I EQUIPMENT CABWET [V CONRG3 FOR FEEDUNE COUNTS)TION CKART ON SHEETRE(TO AWN) �SN< E PAO xI I'-9t SF• ,.��`� --- S !� ON;;1 EXIST 11•-0't L DOUBLE LEV CAFE J , EXIST rota EQUIPMENT CHECKED BY: JMi l/ SKI K SHELTERR APPROVED BY: JMT PROP T-M TOWER OP OP TT EXISTING EQUIPMENT PLAN 3 SUBMITTALS A-2 A-2 EQUIPMENT SCALE:3/8'= i'-o' A-1 \ � Ru.1 DATE I DESCR9'IgN UY 0 2'-8 5'-4' 8'-O' REPLACE -2P WEAKER EXIST SHOW WITH PROP.�2y\6O&-2P BREAKER EOU11MENT C4611YET WITHIN EXIST. PPC CABINET 1 07/16/19 ISM FOR CORSTRUf.1gN CMC foUPMENT T. (TO REMtdN) \ \\ 0 05/13/19 6SM FOR MU w SIC TER 1 EXIST.CARE ICE BRIDGE(TO REMA/n EXIST.(9)1-4b COAX CAW.ES&(1)13'e' SITE NUMBER: ALONG EXIST £Eo~r. OFfld"G&F�OGE(TO KIM) sIELTER PROP.T-MOBILE(3) 1-'HYBIW CABLEXA (REFER TO FINk ANTENNA COM96TA DON CT11497A ROUTED ALONG EXIST.OVERHEAD CABLE ICE OWtr ON SHEET A-J FOR MUM COUNTS) j I BRIDGE(REFER TO FINAL ANTENNA CONFXX1RATION / Iq CHART ON SHEET A-3 FOR FEEDUNE COUNTS) SITE ADDRESS: 151 SAND HILL ROAD /// I Pam'RAW EQUIPMENT SOUTH VJINDSOR,CT 08074 MOUNTED WITHIN EXIST. --------- RBS6131 EQUIPMENT CABINET(REFER TO REDS) EXIST r?'-O lxrl'-9't CONCRETE PAO SHEET lfllL EXIST AT&T EIXIIPAIENf I -------I \ 5*1rER I COMPOUND& i / EQUIPMENT PLAN Lx x « x Exrsr nwn-cnw FNc�(m.�— x xx DIMuM� PROPOSED EQUIPMENT PLAN • COMPOUND PLAN 1 SCALE:3/8'- V A-1 A-1 SCALE:3/16'-1'-0' A-1 0 2. 8' 5'-4' 8' 0' 0 5'-4' 10'-8' 16'-0' teis.uso SPECIAL PRE-CONSTRUCTION WORK NOTE (SBA-PROVIDED TOWER STRUCTURAL ANALYSIS SPECIAL EQUIPMENT INSTALLATION REOUIREMENTS1 RAD CENTER NOTE SBAEPROVIDERAL CONTRACTOR TOWER STRUCTURALISH AND INSTALL ALL SPECIAL OR ANALYSIS FOR ANY SPECIAL HIELDING OF'TO ER TOPENTAL IONAL EQUIP ENT AND FORD EQUIPMENT PER ANY SPECIAL FEEDUNEOBUNDING OR RELOCATION. CO-LOCATION APPLICATIONN.EEO IN RED TEXT BASED ON SBA-PROVIDED UPWNT DATAUSE,AND STRUCTURAL T—MOBILE ANALYSIS. THE SBA-PROVIDED ANTENNA PAD CENTER SHALL SUPERSEDE ANY CONFLICTING INFORMATION DERIVED FROM THE T-MOBILE REDS. NORTHEAST LLC EAST. rON*OF S IYWOSOR ANTENNAS PROP.T-MOBILE ERICSSON RADIO 7 ¢. 1877 ACL J2B2 AM� IS COMMERCE WAY,SUITE B 4449(1 PER SECTOR.TOTAL OF 3) 4 2 TOP OF EXIST MONOFOLE MOUNTED TO EXIST.ANTENNA MOUNT A-2 A-3 E. re7t AGL 328t AN95L)� 15 CO MA 02766 BEHIND PROP.PANEL ANTENNA (506)286-2700 Mt 7-MO6Xf ER/CSSGN 40?21 KRC118023-I 04184P PANEL WOV94 (I PER SEC70R ro7AL C*'3)MO.WIEO To EMsr REMAM) EAST T-MOBILE GENEw RIC T NiN SD2E IB AWS TIM(I PER SECTOR TOTAL OF 3) €EMSr 9 IIEIY CKVC/UR ANTENNAS MOUNTED ro EXrSr.MOUNT 00 REIWN) _ (1 ,�TOP OF SBAM] EXIST. 3 T-MOBILE ANTENNAS ¢. =i7p t AGL Jt i t ausL EL 164 t AIL 305 t M61r— €EXIST. J I-MOBILE ANTENNAS TOP OF EXIST 3 k PROP. 3 T-MOBILE ANTENNAS ¢. 1601 ACL Jor:aMst �— -' - - 134 FLANDERS ROAD,SUITE 125 El. 162 t AGL 303!AMSL - !p U T-ZEE ANTENNAS SBA BOROUNIGIMA 0 CORP. EL- IW'i 301 3 EA TU4(I E R WCTC,I A O J) ESTOam-07 MA o15at aws TMa(I PER sEcroR,TDrA of 3) (Soa)zs1-wzo PROP.T-MOBILE RFS MOUNTEDTOMr MOUNT(TO REAWM) APXVAARR24_43-U-NA20 ANTENNA 4 1 MT.r-MOKE ERICSSON ANt2r (I PER SECTOR,TOTAL OF 3) A-2 A-3 I _ €EMsr avrENwcs(Br 02+ S ou KRC118023-!a"4P PAv¢ANTENNA NeEm CrwPPELL MOUNTED TO EXIST.ANTENNA MOUNT ¢.-150 t AGE 29f t Amstj- S (1 PER SECTOR,IOTA[OF 3)MOUNTED AI:(E) +p ENGINEERING PROP.T-MOBILE ERICSSON AIR32 I TO EXIST MOUNT(70 REIWM) L2100 ANTENNA �e ASSOCIATES.LLC KRD901146-1 B66A/B2A ANTENNA 4 1 (1 PER SECTOR,TOTAL OF 3) A-2 A-3 €EXIST 11 9FRIZON ANTENNAS , = EXIST.T-MOBILE ERICSSON RR11511 B12 RRU GJ:(E) r /A2:(E) MOUNTED TO EXIST.ANTENNA MOUNT - L711 ¢.= 140 t AGY 281±aMS & L 1900/C19O7/ L700 R.K.EXECUTIVE CENTRE (i PER SECTOR,TOTAL OF 3)MOUNTED TO U1107 AN7ENM4 201 BOSION POST ROW WEST.SURE 101 EXIST.ANTENNA MOUNT(TO BE RETAOVED) M,&,� v MARLBOROUGH,MA 01752 EXIST.T-MOBILE COMMSCOPE LNX-6515DS-AIM (SOB)481-74DD I €EAST. 6 SPROUT ANTEnN45 -. ANTENNA(1 PER SECTOR,TOTAL OF 3)MOUNTED aT:(E) 1rmN.GwDPMI�^9lnearinq.crom - ¢.= r.Tot AO, -1 t AOx `:'y TO DUST.ANTENNA MOUNT(TO BE REMOVED) Ll9o0/cr9oo/u2roo Ig{ , ANTENNA 4 1 2 �IRT� 170' �!iPI j N\111TIIIf!/TE I A-2 A-3 A-3 EQUIPMENT cz BI:(0 L700 ��OF CCI NHFc I 017 81 EXIST.T-MOBILE ERICSSON AIR21 ANTENNA ANIENN4 I KRCIIB023-1 02P/84A ANTENNA �Nt J, S'�c i I (1 PER SECTOR TOTAL OF 3)MOUNTED B2:(O y I EMSr I87t MONOPOLETO EXIST.ANTENNA MOUNT I (TO BE REMOVED) i �iANIEW GOO TONER GL2i00 ANTENNA L19oo/Ci9oo/ � U2100 ANTENNA IEXIST.(9)1-%'C04Y GORES d(1) I '-%'TInM CABLE ROUW OP WIERW NORTH ' EXIST. TDWNOFs��ANIFNN4s To w, G UR4WBEN(07 EXISTING ANTENNA PLAN 3 =9 713Tt wwx/ I ON SREE7 A-3 FOR FEWLNW COUNTS) SOIL N.T.S. A-2 (D I � ---PROP.T-MOBILE(3) 1J1(i=HYBRID CHECKED BY: JMT EAST.(9)1 C04Y C4aLa 3(I) CABLE ROUTED UP INTERIOR OF EXIST. ' I-% HY&W CA6ff ROUTED UP WIERW MONOPOLE TO REPLACE Der.(3) ANTENNA STATUS LEGEND: APPROVED BY: JMT 1 OF EAST MONOPLCE(TO REMAW)(REFER 1-'COAX CABLES(REFER TO FOAL I To FBLN.Avinm cowcuRARON owr ANTENNA CONFIGURATION CHART ON 1 ON.9EU A-3 FOR FEEDLff COUNTS) SHEET A-3 FOR FFETMRNE COUNTS) EMPTY - EMPTY PIPE SUBMITTALS I PROP.T-MOBILE(3) 1-W HYBRID - (E) - EXISTING REV. DATE DESCRIPTION BY CABLE ROUTED UP INTERIOR OF EXIST. (P) - INSTALL MONOPOLE TO REPLACE EXIST.(3) EXIST --MOBR.E GENERIC 71NN SrrLE t6 (F) - FUTURE 1—W COAX CABLES(REFER TO FINAL (I PER SECTOR TOTAL OF 3) ANTENNA CONFIGURATION CHART ON M7Ol'IED TO EXLSI.MOUNT(To ROM) I SHEET A-3 FOR FEEDUNE COUNTS) EX!T T-MOWE ERKSSOv AN721 I KRC1I8023-7 B2t/BM PANE(AN7ENM4 (I PER SEC7ON,roTA OF J)MOUNTEO Al:(P) Ll - TO Em'r IroeNt(TO REMAv) L�ED�100 �7 I j 4449(1 PER BRESEC ERICSSON RADIO 2 a.(E) A2•(P) 1 W/1 19 651ED FOR ODNSRa1CIgN CYC G1900IV2100 L700/L600 0 05/13/19=8 FOR ROM EXI ATV MOUNTED TO DUST.ANTENNA MOUNT A-3 ANTENNA BEHIND PROP. PANEL ANTENNA ANTENNA I I pppp,T_��� SITE NUMBER: APXVAARRZ`-43-U-NA2o ANTENNA ' Al'(E) CT1 1 497A (1 PER SECTOR,TOTAL OF 3) A-3 GGlW1N{12100 MOUNTED TO EXIST.ANTENNA MOUNT B1:(P) GAMMA SECTOR SITE ADDRESS: I AZ-27-1 G2:(P) L1900/12100 151 SAND HILL ROAD L700/L600 ANTE" SOUTH WINDSOR,CT 06074 I ANIFNtN I PROP.T-MOBILE ERICSSON AIR32 B2:(P) 1 L700/L600 seer TRUE GROUND EQUIPMENT NOTKRDSO I ("PER SECTOR TOTi 4 A-3 ANTENNA SHOWN, FOR CLARITY. I MOUNTED TO EXIST'ANTENNA MOUNT ] SOURCE CIA SITE VISIT 04.19.19 B3:(E) TI1 1.7900Gl: (00 AMENI N 42107 A 14 9P TOWERANTENNAAPLANS& I I PROPOSED T-MOBILE RRHS NOT ANTENNA I SHOWN.FOR CLARITY. A sNm NUNax LEtift NOTE: ONE SECTOR SHOWN FOR CLARITY Non1x TOWER ELEVATION 1 TOWER PHOTO r2 PROPOSED ANTENNA PLAN 4 VEIRIFY PROPOSED AZIMUTHS A-2 SCALE:1'-20' A-2 SCALE:N.T.S. A-2 SOLE N.T.S. A-2 WITH RF ENGINEER PRIOR TO INSTALLATION. 0 10' 20' 40' 60' 1315 090 T-MOBILE NORTHEAST LLC 15 CC"WERCE WAI,SUITE B NOH10N,M4 U2766 /s09;25u-2700 FINAL ANTENNA CONFIGURATION SECTOR ANTENNA RAD AZIMUTH MECHANICAL ELECTRICAL BAND RADIOS/TMAS CABLES C J� CENTER (TRUE NORTH) DOWNTILT DOWNTILT J /y ERICSSON 146-1 B66A 160'f AGL 30 0' 7 L1900/L2100 — (r)1 1i'HrB9D Gt&E(90VD) KRD901146-1 B66A/82A 4 COMMUNICATIONS CORP. ERICSSON 1x RFS 160'f AGL 30 0 2 L600/L700 (1) 1—W HYBRID CABLE 13 FIANOERS ROAD,SUffE 125 ALPHA APXVAARR24-43-U-NA20 RADIO 4449 E71+812 WESTBOROUGH.MA 01581 (508)251-0720 DWCSSON A0?21 G1900 - (1)14,'H NOD CA&E(SHARED) KRC118023-1 BZV61 P N50't AGL JO' 0' T S OK TGOWIN 111E U7100 IS AWS TMA (zJ I-3'e'0.24N GABLES CHAPPELL ENGINEERING ERICSSON AIR32 KRD901146-1 B66A/B2A 160't AGL 130' 0` 7 L1900/L2100 - (1)14,•HnPP?C4&E(S WED) ASSOCIATES.LLC RFS BETA APXVAARR24_43-U-NA20 160't AGL 13V O' 7 L600/L700 RADIO 414ERICg B71+B12 (1) 1-%- HYBRID CABLE 20i BOSTON POUTIVE ST Rao WEST,SUITE 101 MARLBOROUGH,MA 01752 (508)481-7400 VXSSON AIR21 G19OO - (1)14a'HYBRID CABLE(90RED) .clpppelkngirrosring.00m KRC118023-T 824104P 160'1-AGL 13T 0, T GENERIC TI"N Smf U2100 IB AWS TAM (2)13'e'CTW CADGES ERICSSON 146-1 066A 160't AGL 27Y 0' 7 L1900 L21DO - (1) 1-/,'HYBRV CA&E(90RE0) 11I11I I I!7 KRos01146-1 B6s,A/BZA / OF RFS 160't AGL 270 0 7 L600/L700 ERICSSON (1) 1 HYBRID CABLE r� �Nj J. GAMMA APXVAARR24-43-U-NA20 RADIO 4449 B71+B12 A� �y ERICSSON AR21 G1900 - (I)14,'HYBRO UBLE(90RE0) KRCN8023-1 82416?4P 160'x ACL 27,7 0, T �A GENERIC IIf1N SME U?IOO 1B AWS IAW (2)I-J/,'COM'CilELES a76 ` NOTE: EXISTING (3) 1-%' COAX CABLES TO BE REMOVED do EXISTING (3) 1-36' COAX CABLES TO REMAIN DISCONNECTED. SS/ANAL ,E7 E111411111\ i CHECKED BY: JMT APPROVED BY: JMT FO. DATE DESCWMN By SUBMITTALS 1 07/10/19 JIMM RUR C0161RLIIN CMC 0 05/13/19 mum FOR REND JRv SITE NUMBER: CT11497A SITE ADDRESS: ry 151 SAND HILL ROAD SOUTH WINDSOR,CT 06074 SHET nu I i e! SITE DETAILS RES APXVMRR24_43-NA20 PANEL ANTENNA ERICSSON AIR32 KRD901146-1 E166A/82A ANTENNA DIMENSIONS: 95.9'H z 24.0'W z 8.7D DIMENSIONS: 56.6'H z 12.9'W x 8.7b ERICSSON RADIO 4449 B12+B71 WEIGHT: 128.0 LEIS WEIGHT: 132.2 LEIS 1 PER SECTOR,TOTAL OF 3 1 PER SECTOR,TOTAL OF 3 DIMENSIONS: 14.9'H z 13.21W IT 9.3�D SHED NAW WEIGHT: 74.0 LEIS 1 PER SECTOR,TOTAL OF 3 ANTENNA DETAILS 1 RRU DETAIL A-3 SCALE:N.T.S. M3 SCALE:N.T.S. A-3 I•a r.�u PROP.(3) L600/L700 ANTENNAS PROP.(3) L2100/L19OO ANTENNAS T—MOBILE fXrST.ANTENNA SUPPORT PIPE/AIOUN7$ DICK ANTENNA SUPPORT STAINLESS HARDWAR NORTHEAST LLC PNPE%MOUNTS TWO HOLE PROP.COAL(JUMPERS EXIST.COAX JUMPERS COMPRESSION TERMINAL CLEAR HEAT-SHRINK NO ON,.MA 0 SUITE B 2766 PROP. (3) RRU'S INSULATION EXTENDING (508)236-270D Y4-OVER LUG&2' PROP.GROUND KIT EXIST.GROUND KIT OVER CABLE INSULATION G G GROUNDING CABLE EXIST/2 awc SOLID PROP./2 AWG GREEN INSULATED C MT../2 AYG SOLD GROUND BAR A SBA19) rO QccTFWc tEAMRc PROP. (3) 1-%-HYBRID CABLES G � EXIST.(I)14/,'NrsRIOC46E(90rtV) ELEVATION ME zaANP ORCOr PROP.GROUND KIT Mr.EGB BR6VEER AND QECOC METER �` SBA RANDERS RD D,CORP. Ensr.GROUND ATn EXIST.ANTENNAS,TMAS FLAT WASHER,TOP. FLAT WASHER.TOP. ts4 ELANDERS ROAD,wrlE tzs Mr..A14NU& EXIST.PPC PROP. t2G &ASSOCIATED CABLES 7R4NSTER SWITCH NOT SHOWN,FOR CLARITY. %'X1Y4'HEX BOLT wmea51-07 ►a otSBt LOCK WASHER TOP. (sob)zst ono EXIST.POWER PANE NUT,TYP. r-- ------ _ EXIST7QCD CAB6INET t (P)(3)12&(1)E4G-2C CnnPPEL.L I 2004-2P £XIS/ CO I NEr TS M 125A-2P I G IX/sT CABLE TRAYS ENGINEERING 1 G GROUND BAR LJA a M ASSOCIATES,LLC -2 I EXIST EXPOSED BARE COPPER TO �•;.cma�L-dSL-.c+ c,•._ ^s I 1 SURGE RNA EATST. T BE KEPT TO ABSOLUTE 1 2P csc 6711 Res I GROUND CABLE MINIMUM,NO INSULATION CENTRE EXIST.GENERATOR 1 -Ip I fft3l c c c c ALLOWED WITHIN THE 201 BBOSTONPPOST ROAD WEST,SUITE 101 ') MARLBOROUGH,MA 01752 RECEPTACLE GPIs � COMPRESSION TERMINAL (�)481-7400 I 1 "Wxhoppsll*Nimtvinq.a BREAKER W/(P) 125A-2P I 1 Ex/sr.Ice BREAKER PER MANUR REQ'S EXIST.NO1 SECTION A-A I I _ L__- -____-� NOTES SERVCE GROUND PER NEC -4 1. *DOUBLING UP"OR'STACKINO*OF 2. OXIDE INHIBITING COMPOUND TO BEAU"SLOE AT ALL LOCATIONIS NOT S `���\pF�CONIy���i, G 3. CADWELL DOWNLEADS FROM UPPER EGB,LOWER EGB AND MGB. h TO TYPICAL GROUND BAR E-T *� ONE LINE DIAGRAM 1 DND CONNECTIONS DETAIL s CONNECTION Isis SCALE:NOT TO SCALE SCALE:NOT TO SCALE GROUNDING RISER DIAGRAM : S/ONAL SCALE:NOT TO SCALE E-1 (I /'msE�,\` ELECTRICAL AND GROUNDING NOTES I CHECKED BY: JMT t ALL ELECTRICAL WORK SMALL CONFORM TO THE REOURE18M5 OF THE NATIONAL ELECTRICAL CODE(NEC)AS WELL AS APP000E STATE APPROVED BY: JMT AND LOGY.CODES. EXIST./2 TNNED MT/2 TINNED L ALL ELECTRICAL REVS SHALL BE UL APPROVED OR LSTED AND PROCURED PER SPECFTCATDN REQUIREMENTS CROM W Mr. PROP.L600/L700 PANEL ANTENNA GROUND TO EGST. PROP. L210GA19DD PANEL 1 THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS AND SPECIFICATION NCUOING INCIDENTAL WORK 10 SUBMITTALS GROUND 84R GROUND BAR ANTENNA PROVIDE COMPLETE OPERATING AND APPROVED ELECIRr L SYSTEM. REV. 041E 06CPoPTXIN By 4 GENERAL CONTRACTOR MALL PAY FITS FOR PERMITS,AND S RESPOH9BlE FOR OBTAINING SAID PERMITS AND COORDINATION OF PROP.ANTENNA SUPPORT PIPE/MOUNT EXIST.ANTENNA sUPPORT PIPE%MDUNT INSPECTIONS. & ELECTRICAL AND TELCO TIMING OUTSIDE A BUILDING AND EXPOSED TO WEATHER MAIL BE N WATER TIGHT GALVANIZED RICO STEEL CONDUITS PROP. 12 GREEN I OR SCHEDULE 80 PVC(AS PERMITTED Bf CODE)AND WHERE REDURED INAIe LD TIGHT FLEXIBLE METAL OR NONMETALLIC CONDUIT& INSULATED GROUND TO PROP.COAX JUMPERS L. Mr.COAX JUMPERS S. BURIED CONDOR WALL BE SCHEDULE 40 PVT:. EXIST.GROUND BAR 7. ELECTRICAL WRING SHALL BE COPPER WITH TYPE xHHW,THAN,OR 1HIMNSUu1DN, PROP.RRU & RUN RECIRNYL CONDUIT OR CABLE BETWEEN MTRICAL UTILITY DEMARCATION POINT AND PROJECT OWNER CELL SITE PPC AS INDICATED ON THIS DRAWING.PROVIDE FULL LENGTH FULL ROPE COORDINATE INSTNLATKXN WITH UTILJTY COMPANY. S RUN TOM CONOUT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION POINT AND PROJECT OWNER CELL SITE TELCO CABINET AND SS PROP.GROUND KIT EXIST.GROUND KIT CABINET AS INDICATED ON THIS DRAWING PROVIDE FULL LENGTH PULL ROPE IN INSTALED TELCO CONDUIT.PROVIDE GREEN LEE CONDUIT MEASURING TAPE AT EACH END. 1 W 1 19 LS91FD FUt CDIlSTRI1CI10N CIIC O 1& WHERE CONDUIT BETWEEN BYS AND PROJECT OWNER CELL SITE PPC AND BETWEEN B1s AND PROJECT OWNER CELL SITE TELCO SERVICE O 05/13/19 IBM FDR 00 JRV EXIST.EGB,BONDED PROP. 1-%*HYBRID CABLE EXIST.CGS,,BLNOEU ME 14,'H*00 C46LE CAMNEr ARE UNDERGROUND USE PVC,SCHEDULE 40 CONDUIT.ABOVE THE GROUND PORTION OF THESE CONDUITS SHALL BE PVC CONDUIT. TO SRNC7URF TO STRUCTURE ANDREW DGBKTT2 11. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEW 3R ENCLOSURE y ANTENNA MOUNT GROUND 11 PPC SUPPLIED BY PROJECT OWNER. SITE NUMBER: ICOAX GABLE 11 GROUNDING SHALL COMPLY WITH NEC ART.250.ADIXTON4LY.CNOUNORIO,BONDING AND UGHITNN DONE IN PROTECTION SHALL BE DO IN CT1 1 497A PROP.GROUND KIT Mr.GROUND KIT GROUNDING KITS ACCORDANCE WITH t-Mot1KE BR SITE GROUNDING erANDAios. CD CD CD 14. GROUND COAXIAL CABLE MELDS MINIMUM AT BOTH ENDS USING MWUFACRXNFRS COAX CABLE GROUNDING KITS SUPPLIED Of PROJECT OWNER G G 15. USE I COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE GRADE GROUNDING(UNLESS OTHERWISE SPEDFIED)AND/2 SITE ADDRESS: SOLD TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS NDICKIED ON THE DRAWING. 151 SAND HILL ROAD mm 16. ALL GROUND CONNECIDNS 70 BE SUINDY WGROUD COMPRESSION TYPE CONNECTORS OR CADWED EXOTHERMIC WELD.DO NOT ALOHA SOUTH WINDSOR,CT 06074 EXIST.ANTENNAS.TMAS BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL &ASSOCIATED CABLES 17. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE,EXCEPT AS OTHERWISE INDICATED.GROUNDING NOT SHOWN, FOR CLARITY. CADWEID LEADS SHOULD NEVER BE BENT AT MGHT ANGLE ALWAYS MAKE AT LEAST 1Y RADIUS BENDS.16 WIRE CAN BE BENT AT 6-RADIUS WHEN SET TITLE EXIST,MGB, TO EQUIP. EXIST NCB, TO EQUIP. NECESSARY.BOND MY METAL OBJECTS WITHIN 6 FEET OF PROJECT OWNER EQUIPMENT OR GARNET 70 MASTER GROU D BAR OR GROUNDING AT GRADE CABINETS AT GRADE CABINETS RING' TO GROUNDING is. CWM17M 70 GROUND BARS SHALL BE MADE WITH TWO HOLE COMPRESSION TYPE COPPER ULM APPLY OXIDE INHIBITING COMPOUND TO RING(LOWER EGB) AL LOCATIONS ELECTRIC&GROUNDING L600/L700 L2100IL1 900 It APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE OROEx+o CONNECTIONS. DIETAILS 20. CONTRACTOR SHALL PROVIDE AND INSTALL DAN DIRECTIONAL ELECTRONIC WAXER SYSTEM(EMS)BALLS OVER EACH GROUND ROD AND BONDING POINT BETWEEN EXIST.TOWER/MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING RING. COAX CABLE CONNECTION 21. COMPACTOR SHAU.TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION.5 OHMNS MINIMUM RESISTANCE REQUIRED. AND GROUNDING DETAIL GROUND BAR EGB 4 6 22 CONTRACTOR 94ALL CONDUCT ANTENNA CON(,AND lNA FEIURN-LOSS AND DISTANCE-TO-FAULT MFwSUREMEHIS(SWEEP TESTS)AND SHEIT NAM"F - RECORD RESULTS 1Xi PROJECT CLOSE OUT. SCALE NOT TO SCALE E-1 SCALE:NOT TO SCALE E-1 E-1 s at&t WIRELESS COMMUNICATIONS FACILITY CT1139 - LTE 3C WCSf SOUTH WINDSOR SAND HILL RD a� as PROJECT SUMMARY T CONSISTS OF A SCOPE Of WO TH E IE PROPOSED RK MODW1OT10N TO EXI & SBA TOWERS CORP. SITE NO. : CT07824 TTHELWI NMANNEo,ELE�.DW.�RD.NSFA><RY�� 11 FOLLOWING: A. AT ANTENNA FD \ 151 SAND HILL ROAD ��� \ REAM(3)EXISTING ANTENNAS 7 G� o •INSTALL(J)NEW RRUS-32 C� ~� •INSTALL(31 NEW 11-PORT µIpNAS 3 61 SOUTH WINDSOR, CT 06074 RELOCATE(3)EXSTNG ANTENNAS AND(3)ASSOCIATED RRUS 11A\ . INSSTALL(3)SNWR RRU MOUNTS ON NEW APE MAST t0 \ ACCOMMODATE DOSING AND ADDITIONAL RRUS BE INN POS.3 AND POS., • INSTALL(3)NEW LOW-SAND COMBME% �..,.i }oo •INSTALL(1)NEW DC FIBER SOLID aut B. WORK WRNTW EXLCtI -ATlT d �+1TW E� •REMOVE NO REPLACE EXISTING DIAL OUS A0 UPGRADE FOR A GENERAL NOTES SITE DIRECTIONS PROPOSED 5216 UNT"THIN EXISTING I.EOUPIENE IMCR INSTALL(3)NEW LOY BAND cweow"WITHIN DOsw EMPIRE DIIEXER RAGA telecom t. ALL WARN SHALL BE W ID BY WITH THE E TI IT STATE BIAL 10. SHOWINGS INDICT THE. BI IJM STµDRDS.BUT IF ANY WORK FROM. SDD DOERPRISE OAE ;yA SAAG Nisi RCAu^ BUDDING CODE AS YODIFED BY THE 2016 CONNEI:TICLfT SPATE BULINNf SHOULD BE INDICATED TO BE SUBSTANDARD TO ANY ORDRANCES, ROCKY EEL CONECTICUT TO. SOUTH nNDSOR.CDNNECTIDUI DECOMMISSION µD REMOVE(2)EXISTING OSM CABINETS COOL WLUDW THE RA-222 REVSON YN•STRUCTURAL STANDARDS FOE LAWS.CODES,RULES.OR REGULATED BEARING ON THE WORK,THE t. NIFM NORRFAST ON ENTERPRISE DR AREµD CAPITAL SLID O.J6 MI STEEL ANTENNA TOWERS µD SUPPORTING STRUCTURES.2016 CONTRACTOR SNN:L NCWOE N IRIS WORK ANG SMALL EXECUTE THE COINECIICVT ME SAFETY CODE µD,NATIONAL OPCTRMAL CODE µp WORK CORRECTLY IN ACCORDANCE WITH SUCH ORDINANCES,EARS, 2. TURN LEFT ONTO CAPITAL BLVD 0.27 W EDrnL CODES. COOS,RUNES OR REGULATIONS WITH NO INCREASE M COSTS. {. TURN LEFT TURN LEFT ONTO ONTO 1-01 N TOWARD RNMOPX i:ia Mi PROJECT INFORMATION 2. THE COMPOUND.TOWER,PRIMARY GROUND RING.ELECTRICAL I1. ALL UTILITY WORK SHALL BE N ACCORDANCE WITH LOCAL UTILITY 5. MERGE ONTO CT-15 N/WILDVR CROSS HI NY M VA Dort 29 TOWARD 1-6,E/E NARTFORD/BOSTON. 2.79 MI Y SERVICE TO THE RARER BRAN µ0 IEIEPNONE SEAVOE TO THE COMPANY REOUIREYENTS AND SPECIFICATIONS. 6. CT-I5 N/UILBUR CROSS HWY N BECOMES 1-e,E/US-6 E/MLBUR CROSS HWY N. 1.50 W AT&T LIE NMIM R1139 OEHMAGITION POINT ARE PROVIDED BY SITE OWNER.AS BUILT 7. KEEP LEFT TO TAKE I-6,E/VALIMUR CROSS HW!N TOWARD BOSTON. 2.38 W 888 QQ F41D CONDITIONS REGARDING THESE HEMS$WALL BE CONFIRMED 12.ALL EOUIPYENT AND PRODUCTS PURCHASED ARE TO BE REVIEWED BY B. TAKE THE BUCKIAND STREET EXIT.EXIT 62. 1.00 MI AT&T SITE AWE SOUTH WINDSOR SAND HILL RD Z L Q G BY THE CONTRACTOR.SHOULD ANY FIELD CONDITIONS PRECLUDE CONTRACTOR AND ALL APPLICABLE SUBCONTRACTORS FOR ANY 9. rum SETT OITO BUCTIOND ST. 0.55 NI y sOOg p dd \ C0IFLLANCE WITH THE DRAWINGS,TIME CONTRACTOR W07 STALL CONDI) PER MFR.'S RECOMMENDATIONS.CONTRACTOR TO SUPPLY /0.BUCKLNLD ST BECOMES BUCKIAND RD. 1.J3 MI SITE ADDRESS: SEA LOWERS CORP.SI7E W.CT0762, QH3 Y IMMEDIATELY MOONY 111E ENONFZR AND SIRE NO PROCEED IYrtH THESE READS AT NO COST TO OWNER OR CONSTRUCTION MANAGER 11.BUCIOIND RD BECOMES SULLNµ AVE/CT-194. 0.70 W 151 SAND HILL ROAD fh ANY AFFECTED WORK. - 12.TURN HOOT ONTO SND/IDL RD. 0.27 WE SOUR HNIIOSOR,Cr 0607, Q 13. ANY AND ALL ERRORS,DISCREPANCIES.O.AND C•KEYS ARE 13.151 SAND HLL RD.SOUR WINDSOR.CT 0507,-2026.151 SAND MADE RD IS ON THE RIGHT. 3. CONTRACTOR T DO RENEW ALL DRAWINGS AND ALL C COORDINATE IN TO BE BROUGHT TO THE ATTEMOM O THE AT&TATlT CONSTRUCTIONIISSEF/APPEIJNT: AT&T MOBILITY THE CONTRACT DOCUMENT SET.CONTRACTOR SMALL COORDINATE MANAGER DURING THE BIDDING PROCESS BF TIRE CONTRACTOR.ALL ENIEAPRSE DRRT6VE77 SUITE 3A ll ALL WORK SHOWN N THE SET OF DRAWINGS.NNE CONTRACTOR THESE ITEMS ARE TO BE INCLUDED M 1tE BID.NO•OE7RA'WILL .J \ SHALL PROVIDE CTO A CDMAND LLL SET O ORAW1S.T TO ALL BE ALLl7Wm FOR PISSED!TEMS. SUBCONTRACTORS AND ALL DRAWINGS PARTIES.TIE IONS MR VICINITY MAP AT&TPACE NUMBER, MRCTB026620 SHALL ATAMIPE ALL 71E ORAHOR AND sPL-ceTEATDNs EDR THE ,,. THE TIME T JOB BE RESPONSIBLE FOR ALL ON-BETE SAFETY FROM SCALE: 1"= 1000' J INFORMATION THAT AI'iEC13 11EDR WORK. THE TIME FADE JOB S AWARDED UIlR ALL THORN K COMPLETE AND AT&T FA LOCATION CODE: 10035b9 •� ACCEPTED 8Y THE OWNER. �. ,,LW ,. CONTRACTOR SHALL PROVIDE A COMPLETE BUILD-OUT WITH ALL R W EWNEER. 63-2 EWINEEAMG.INC. Q - ��(Q !_ 63-2 MDNM FORD R0. SASHES,STRUCTURAL YECNANIGL,µ0 FIECRIKIL COMPONENTS ls.CONTRACTOR TO RENEW ALL SHOP NGS SUS AND SUBYrt COPY �,r1 _ - �1 - ewwFv6o Cr oWaS AND PROVIDE ALL ITEMS AS SHOWN OR ADORNED ON THE DRAWINGS TO ENGRIEER FOR APPROVAL ORA1YI11G5 MUST BEµ THE a. OR N THE WRITTEN SPECIFICATIONS. CHECKER'S NffMlS BEFORE SUBMO7NG TO THE CONSTRUCTION PROJECT COORDINATES. u Q p MANAGER FOR REVIEW. f n 1 iffUOL 11'-50'-09.51•N SS 5. CONTRACTOR SHALL FURNISH ALL MATERIAL,LABOR µD EOUIPMEM 1 LONGITUDE, 7Z-33'-07.21•W m TO COMPLETE TIME WORK AND FURNISH A COMPLETED JOB NL IN 16. THE CONTRACTOR SHALL FIELD VERIFY ALL dMEI'1510NS,EEEVAl10N5, J, ! ( L ) \ f1� GROUND ELEVATION.115,'AMSL -{ ACCORDANCE WITH LOCAL µD STATE GOVERNING AUTHORTIES µD ANGLES,AND EXISTING CONDITIONS AT THE SITE,PRIOR TO 1 ,•AS \ O li OTHER NRIRRTD6 MINING LAWN JURSDICTON OVER THE WORK. �TKNN AND/DR INSTALLATION(7f ANY WORN M THE CONTRACT NI )) SITE COORDINATES µD GRONID EUVATON •, REFERENCED AHOY GOOGLI EARTH. c -L 6. CONTRACTOR SMALL SENRE AND PAY FOR ALL PERMITS AND All 17.COORDINATION.LAYOUT.FURNISHING AND INSTALLATION OF CONDUIT INSPECTIONS RCONSTR µD.PLUMBING.N50 PAY FEES REQUIRED FOR THE ITS S AL CONSTRUCTION.PLUMBING,ELECTRICAL AND HVAC. AND ALL APPURTENANCES REWIRED FOR PROPER INSTALLATION OF �j� PERMITS SHN.L BE PAID FOR BY THE RESPECENE SUBCONTRACTORS. FIECIRIAL AND TELECOYMUNICATKN SERVICE SHALL BE THE SOLE YY :I , • RESPONSIBILITY O THE CONTRACTOR. _ j �., ,r,;• SHEET INDEX € BS a I- 7. CONTRACTOR SMIAL MAINTAIN A CURRENT SET O DRAWINGS µO I L' • •��� 18.ALL EQUIPMENT AND PRODUCTS PURCHASED µE TO BE -- JLi�,C�'j SAT.110. OESGRPIIOI Q NEW D AW94GS TO SITE AT RA OWES AND INSURE DISTRIBUTION UH RENEWED BY CONTRACTOR AND ALL APPLICABLE SUB- • ���„` 'Fry- M E _"'' ' 1 NEW DRAWINGS TO SUBCONTRACTORS µD OTTER ANLES Ii PASTIES AS T-1 TIRE SIRPT SOON AS THEY ARE WIDE AVAILABIL ALL OD OfLAWIWS SHALL BE CONTRACTORS FOR ANY CONDITION PER 7/E YNAFACTUIER'S l` 1 �. f O HARKED VOID AND REMOVED FROM THE CONTRACT AREA THE RECOMMENDATIONS.CONTRACTOR TO SUPPLY THESE ITEMS AT W COST TO OWNER OR CONSTRUCTION MOM MANAGER - :''-- CONTRACTOR SHALL FURNISH AN'AS-BLALr SET OF DRAWINGS TO 11 OWNER UPON COMPLETION O PROJECT. 19.ALL DAMAGE CAUSED TO ANY EXISTING STRUCTURE SHALL.BE THE SOLE N-1 tNOTFf,SP'BT11d17p16 AND/e/TLeM SCHEDULE 0 B. LOCATION OF EOLOMENT.AND WORK SUPPUfD BY OTHERS THAT IS RESPONSIBILITY O THE CONTRACTOR.THE CONTACTOR WILL BE HELD • 1 A ', PRt?UEC7 T DVGRMNAT CA LY INDICATED ON THE DRAWINGS SHALL BE EMU FOR ALL REPAIRS REOURED FOR EXSMW STRUCTURES IF - -- LOCATKN DVAACEO DURING CONSTRUCTION ACTMTIES. v ,� -�.I I DIWC• OL to DETERMINED BY THE CONTACTOR.THE CONTRACTOR SHALL DETERMINE 4 LOCATIONS µD DWENSIONR SUBJECT TO STRUCTURAL CONDITIONS •' *' � ,t 1) T( / _ �r- C-1 RNYMB AIO[Jt1IR110N AND WORK O THE SUBCONTRACTORS. 20, THE CONTRACTOR SHALL CONTACT•CALL BEFORE YOU DEC"•AT LEAST l S 0 110MLG M Iglm AB TOURS PRIOR TO ANY EXCAVATIONS AT 1-600-922-„55.ALL - •.� i \ Y! 3E� C-2 LIE 3C WCS ANTLIN LOW2 PLANS 0 �EEL t�OD.N 9. THE CONTRACTOR IS SOLELY RESPONSIBLE TO DETERMINE CONSTRUCTION llrtLITiES SNAIL BE IDENTIFIED µD CLEARLY CORKED PRIOR TO ANY ,` � �� C-' OL'fADs 0 PROCEDURE µD SEQUENCE.AND TO ENURE THE SAFETY O THE EXSRNG EXCAVATION WORK.CONTRACTOR SHALE MAINTAIN µD PROTECT \w. •_ 4•`l A /• y l• MARKED UTILTIES THROUGHOUT PROJECT COMPLETION. l5 TITLE SHEET STRUCRIRFS µD ITS COMPONENT PARTS DURING CONSTRUCTION.THIS _ +IY. INCLUDES THE ADDITION O WHiATEVER SHORING.BRALNG.UNDERPINNING,ETC. 11. CONTACTOR SHALL COMPLY WITH OWNERS ENVIRONMENTAL ENGINEER ON 1�•� 1 A ��•-,••• • 1`\ E-1 LTL SCHEMATIC DIAGRAM AND NOTES 0 THAT WY BE NECESSARY.MAINTAIN EXISTING BUILDING'S/PROPERTY$ ALL METHODS µD PROVISIONS FOR ALL EXUVATKRN ACTMDES t\ ` f OPERATIONS.COORDINATE WORK 1Yff1N BUILDING/PROPEt1Y OWNER. INCLUDING SOIL DISPOSAL ALL OACKFILL MATERIALS TO BE PROVIDED BY •A �. Ems•.y\ /. e ♦1�_.• 'qq lV�•,. 0 THE CONTRACTOR. '-� (�j Ne WE2DT AJ.' E-2 LIE WYBNG DIAGRAM :• t11.. - •Wi • E-3 717701E EUMMIMAL OEVAS 0 T-1 91..e MN.+ 0 e1 1- -------------- "s g e Q q N P P P. M P Y Y ¢ 4 4 IMP m R5 Ark �gg� 4 b 9 8 A gg PON, i 1 11 ill w. I v v v v y YI �FPTf^�p�f+PT e � � �M a'- 0 1 Igo 0 PIZ, it a �$ P9 a � A Ti R � N P Y f Y p •• •� Rj ; �S IRA Sam , i awl , �� � Aa " ohs s of gi 0 q � � y AT&T M 0 B I LITY C=NT�c-w—�R Zm �COMMUN ARM recurc o...a.ab. T m - Y SOUTH WINDS SAND HILL RD Ree.CrM xaBrw►u� .e.�ao� o .1+ cn Baum wioeoa cr Oem4 °+� — AL a a 1i�e YAWJit OrD CONSIRUCfgN ORAWI _ ED FOR CONSfRUC110N REV. MR wn er CMK'e er 70P OE EXISTING MONCPOIf cOi 1 EL. SiBB AG.L ¢ i C EXISTING METER BANKS,1WW. B 1 Ary ANTENINS ��—� � EX-STIMG EOUIPMENT CABINETS.TYP ATOP • CONC SLAB-ON-GRADE SHELTER (BY OTHERS) i EXISTING COMPOUND ACCESS GATE L 1. I �I' .' •Z b I 7' EXISTING CNAPI COMP UND AT PERMETER M COMPOUND 06■ Ell r b EXISTING t186'TALL MONOPOLE TOWER TIES EXISTING EOUIPMENT.TTY.(BY OTHERS) c K as EXISTING COAX CABLE ICE BRIDGE.TYP (BY OTHERS) I i EXISTING EOUPMEM SHELTERS.GYP M ` EXISTING 1188'TAU MONOPOLE I (By OTHERS) bS ! _———— EXISTING AT&T COAX CABLE ICE BRIDGE - EXISTING AT&T CABLES ROUTEDyy■r a JyT7, INSIDE MONOPOLE I I �/• I I EXISTING AT&T EWPMEM ala`SHELTER 1✓,/ NoTm EMAE 1. TOWER BiRMGn1RAL ANALYS6 — SIGNED AND ,I `--X---X-- _— =---X--X --X— C-I telecom SEALED By A STRUCTURAL GIN ENGINEER UCIDWSED N THE STATE OF CONNECTICLR TO 13E PROVIDED PRIOR To MSTALLATO N O OF THE HERI01. TOWER LD1OP1(' 1 COMPO�PLAN OF TEED ADDITIONAL yVM ELM :• ALL AND COAX iLa'ORaNCE WITH sTmN%ru �ID w SCALE:1/8'.V-.0' TRUE p j pp6 ygg p O P AND TkT RF DATA SHEET. I SBA"EIRS. Naa1N Z M�ql G •g r i• FOR CLOTHER EgIPLRM NOT L10WM I 113 1 (�t 7- A.G.L.-ADM GRADE LEVEL I [[ F EXSLNG AT&T FUA7A-MOUN7E0 BATTERY RACK EXISTING AT&T ACCESS DOOR I 1 �F..FF�NQU.64G o EXISTING NVACDEHUMIDIFIEREXISTING AT&T UMTS CABINET L O dd I EXSTNG NVAC UNIT 1 � H ti F --I EXISTING AT&T AC PANEL BOARD I �Z ExSMPLANTTG AT&T POWER PVT r ECIS7ING AT&T DIPIEXER RACK(ABOVE) I T Q ! INSTALL(J)NEW LOWIMAID COMOMM EuSTING Aitrl EOINPMENT SHELTER DF E7m6(P/E!0900061F1V51-2) L •�• ) EXISTING AT&TAT61 GSM CARNETS.NP OF 1 EXISTING CHANKUNK FENCE AT EXISTING AT&T LIE EWPMENT RACK I I I TO BE OECOMMSSION D AND REMOIFD PERIMETER OF COMPOUND REMOVE AND REPLACE EXISTING DUL OUS L _L J O A UPGRADE FOR PROPOSED SI/S UNIT. EXISING HVAC UNIT V/ OATL 04/05/14 I • EXSTMO AT&T WALL-MOUNTED FIT RACK SCALP. AS NOW F GRADE EXISTING AT&T TELCO BOARD JOB NO, 1wKTO_A GRAPHIC SCALE PLANS AND H �\ TOWER ELEVATION-PRO-08M 1D D & 10 EO a �� ' saLE 1 .10 / L_1 EOUPA�I�LAYOUT PLAN O ELEVATION ` (IN MT) C_I SCALE:A/e'-1'-0' TRUE G I NXc►.1R n N0 IN 1 L f; G I E.OEXISTING E%6 R7ING AT&T PANEL ANTENNA 1, AD uMr (P/M PoWERRAVE mo),TYP.OF(1) LOFTS PESEM / GAMMA SECTOR IO TOTAL. �SECTOR 26P POs♦ T EXISTING TMA'S,TYP OF / _ L7E7oo1)PER G/9C5IpCS TOTAL To RpWK(3) PoS• PERTSECrOR/(])3 TOTALS To RENkTL l) l SECTOR I•. POS I PROPOSED AT&T SURGE ARRESTOR, Pos 1 (P/N:005-45-60-16-RC) PROPOSED 2•STANDARD- TYP.OF(1). EXISTING AT&T TOWER MOUNT TO REMAN B PROPOSED AT&T PANEL ANEFMN POS.3, EXISTING Alkl PANEL y} W. AND CROSSOVER ANTENNA PDS.A, EXISTING 4188'TALI MONOPOLE Y' W.(,)FETE SECTOR. s TP OFF(1)PPE',R�SCTSE TOR/(3)TOTAL rrP.OF(1)PER 1 SEC70R/(3)TOTAL. iIT LTE 1900/1900 TO BE REMOVED. ' M ALP, LIE 70D/19o0/1900 � 2W SECTOR 26P ALPHA 3 LTE 190(1/1900 LTE 70Q/I9oD/l9Do SECTORGAMMA S SECTOR ~ SECTOR POS s } / EXISTING AT&T PANEL ANTENI).POS }, M TYPN OF(1)PPER 55 CTDR/(3))•TOTAL. pa wPOS.3 P05.7 b•, LIE 7W� , P05.3 TO MwN AID BE RELOCATED TO POSH. SECTOR / PROPOSED AT&T R91.5-32'$, PDS TYP.OF(1)PER \ EXISTING AT&T SURGE SECTOR/(3)TOTAL ARRESTOR.TYP.OF(1) b / To REM1N. � Pos. PROPOSED AT&T RRU Pos I Pos I f DUAL 6WNEL Mo RRs TYP.OF(1)PER 1 a a SECTOR SITE PRoI 1 PART NLAFBFR:RRIMSM 1w 160' a UNTS ` UMTS ` ALPHA ALPHA rT 2(W POS 1 SECTOR 2801 PoS.I I SECTORWTS [ BETA !� � PROPOSED AT&T LOR8W0 S EXISTING RRUs-I I's.rM.of(1) une SECTOR COMBINED DPtEXU6, 9ETA ~ (P/14 DBCOO6,FIVSI-2)TV. CCTDR POSS PER SECTORA3)1pTAL TO yM• OF(1)P SECTOR/())TOTAL 16O NEWTTM PPP[µLMMSST RELOCATED ONTO POS 1 }3 liL 16Q 19o0/190p PDS 1 LIE 700/1900/1900 1 M BETA SECTORSECTOR S IA f 1160, EB 1 LTE 7p0 BETA INCS o� ��' SECTOR 2 PROPOSED ANTBM PLAN O 1�EWTNo AHTEMJA PLAN O C_y scAL'1/r-1'-0• NORM suLc ln•-'•-D• NORTH -� at8(t INSTALL AREMA MAWS AS NEEDED (TOTAL LENGTH NOT ro E7ICFID 10•-0•) To ACCpMOCAIE REIACATION/I/STALLAT1oN OF APPLATTENANGES. EX.—NG Al&T PANEL ANTENNA FOS A. EMP E irP OF(1)PIP aElOR/(T)", telecom TO BE REMOVED. EXISTING AW PANEL ANTENNA FOS 3. (P/N:CCI HPA-65R-BUU-H6), TYP OF(1)PER SECTOR/(3)107AL. TO REMR AND DE RELOCATED TO POS.4. EXISTING AI&T SURGE ARRESTOR, ��// TYP OF(1)ToRENML 111 je y PROPOSED 2PE• PROPO^ED AT&T PAHM ANTENMA POS.3, EXISTING AT&T TOWER MOVM ro REMAIN. 1~F' STANDARD P AND (P/N:OUMEL 0566512-2). Z CROSSOVER KIT,(1) TYP.OF(1)PER SECTOR/(3)TOTAL rxST G ATkT FANFI ANTFNNA POs 1, £ 6 PER SECTOR. !3'-0• (FR CTDR/(3)TOTAL. IMP. A (i) U ANL PER SCCrOR/(J)iOrAL,ro RELMN. E8 6 PROPOSED ED IPLET&T ERS,LoW D { (E�DBC000IF I--2)TYP. SECTOR/(3)TOTAL TO RREMAI EXISTING TMA'S.rfP OF(1) R PDS A Pos.3 ; OF(1)PER SECTOR/(3)TOTAL Pos. PDS 3 1 I Pos I Pos I ` J rL AIkTIANIENNA9� �Al&T ANIENNAS� LID IQJ S AFLY• I CL.!1)0 ♦CAL TTT Z Tu u Tr mfAa ' EXISTING RRUS-tt PROPOSED AT&T RMA-3M S1 l RELOCATED ONTO NEW TYP.OF(1)PER SECTOR/(3) EXISTING RRUS-11'S.TYP OF(I) "CJ DUAL SWIVEL WANT. TOTAL,MOLNTED TO MEW DLIAL PER SECTOR/(3)TOTµ TO SNIVEL MOUNT. RENNIN AND BE RELOCATED ONTO NEW PPE VAST. EXISTNC RRVS-32 82'S,TYP OF(1) ' PER SECTDR/(3)TOTAL TO REMAN. S E%ISTING 4166 -1 AM)NOFOLE O Lp• QATE: p/ce/16 ` SCALE• AS NOTED T LTE 3C JOB NO. f60003I WALE:1/r-1•- �4� PROPOSED ANTENNA ELEVATION ; D• L?_\ EX6'TMJCi ANTENNA ELEVATION $CALL'1/2•.1•-D• LAGS ANTENNA LAYOL(T + PLANS C-2 r F i n f C wvcw- A,/IBMM _ PIPE ORT Mon, s t FRONT BOTTOM i11OMT,�,. RRU(REMOTE RA010 UNT) EQUIPMENT DIMENS05 Mf7CM CLEARAKES MOVE: 16'MRM AL►NMErMOY4ANfFNNA b ONCE-. 37 77.1711.12.05'W.7.Olro 5"1 WS. IIEOM: Ix•MN RRU OVAL t1MYEL Mourn a FRONT: 38'MIN. EOUPAIDVT OtAENSTONS Wo" EOMAAENT OtEA61016 ,EOc1Tr E1. CONTRACTORFPIAL M DE GUM¢ TlO'M.IWW.9.6 a 111.0-195 �' �PRO SM 1 77.75%.EA1.A.rD 39.4 LOS. O 1. STRUCTIro ANAGMCOORDIMTEPRIOR RTO RDIPMENI WOEL SEIFCTIOI,MM AT&T MODEL 0566519-7 PART NO.: RRlBSY coMST11ur1IO7(MANAGER iR10R ro ORDERING. 11, 6WMM RRUS 32 DETAL r21 PRO"M ANTErNA DUAL �31 WH DUAL SIMVEL MOUNT DETAL C_3 SCALE:1'_ ,•-0• C_3 SCARE:M75 (,`_] NOT TO SCALEo RAYCAP OC9-48-E0-18-9C at&t OVER VOLTAGE PROTECTOR G MIN DOW COVER EMARE telecom MIN Y ro MAX 4' CIILM1NffD PPE—� / -NAND DOME SECU7tNG C; 115 11d ---CUP FOR ATTACMNG 67 RAVQAP SUPPLIED OC6 p"TO 6.35E 4AT,Q.E4 s' POUF 1EOUMNG ASSELILY(TYP) -RAYCAP SUPPLED I ws m C co ry 819E ASSEAIBLT ` POMOT CABLE G uoRFss PORTS rJiMILE,E!,R s/s': 1•-0 3/6- LDM WID fD�INFR DIPUEKER IM'ME ELEVATION EQUIPMENT DIMENSIONS; Moan MAKE MODEL Oec90SCOO61nvs1-s S'H.6.ASM.6.9b ,8.3 Les. DOE 04/05/18 ems BD1LC M MDR® I. RAYCAP VIA AT&T SUPPLIES THE DC6 OVER VOLTAGE PROTECTOR AND PIPE MOUNTING Ua NO. 18000.3E BRACKETS.SUBCONTRACTOR 4N1.1 SUPPLY THE PIPE. I. LOMIRACTOR TO CODRDINW itLAL EQUIPMENT MODEL SELECTION YAM AT&T CONSTRUCTION MWAGER PRIOR TO OPDLARIC, 4 ON RAYCAP DM MO M DETAL r5"\ KAELUS DBCOOBFN8h2 DETAL oETaKs C-3 SCALE:3•_ I•-' C_3 SCIDL NOT TO SCALE C-3 1*-*M.5 M (T pR ^� g aR A p^s IFb o3I sY VAR XF "tcl lilt _ _ >I Olwii i"83F ,'p[bJ ee�Q > _ lk ilia; €sg 4 g IV s r jig fill 3111v L—L alY F a � YIS 1 F€ bd � jj' � � �' p aflu IFII o ; R I All Ro 06 gg sI II II ^ I ,'a a Q €a f ¢ € I � I � � ��� � a � guy � � € � A _� ;aT IF � . q> A : a as � g ''� $ a a f 1 Rol Ax I jjjq!jo Iij �*':j R o 3 IF, < � �� A co > € w > F a rya= 1 11IG € E� MR < >a R � IR €' € oRas �� � , a y AT&T MOBILITY C=NT�C-f--• PROFES 01 L D10om K" M �T1 2 O y Womum cOMMUNrA "rerun d t " _ Y SOUTH WINDSOR SAND HILL RD ',r° ° N 8 bl6M0IiLRDAD.o eo �uaa.trowf O .-* c, ean►+weoR ar o ,a CO+'h.m Qo , , w cwn new �' p""� 0 W 19 le YAWJR OMD COaS7RaCla)q ONAwINCS—ISSUm COa51N ON WV. d.c DR".IN C+Ke er s ",R u6-11 L 70D BAND 8 Dc LNE 1 2C�BLES iELDEO POWER (NOTE 3) CABLES 1< TO CRGB SECNOn TO CRGB SECTIONA ` 33'P' l• g g K SEE NOTE z AWG 2 DC-A/e/c-zoo RACK-P� RACK-i�R -+ HI « - -+(NOTE 2) (NOTE 2) GE PROTECTION SHELF RAYCAP DC.-RM I + (NOTE�:-x�j��-FEE ! - EEE - L7 Er0 TO GROUND TO WICK A GROUND BM GpS-01 OVPF- 1 Ovp RR--AV�j-S�}ZBj H.� K -• A/O/c a(NOTE:2) 8 1600 BANG oil C SAU 8 AWG I (1)2/C Mitt POWER Q----6 ANG _ F CABLE n -1-TO RACK T+• BK/6L E8K -t6V TERM IN - GROUND BAR SUD(NOTES 2,)) REAR I I RD/BL G A B I MCR CABLES }—(11)1/C POWER CABLES 8K/BL RO/BL ❑ ❑K/OR OC6 •OR FIBER!POWER DI MMMONSK/OR WITHCTION + 6601 NOTE:2 ' Ro/oR RAYCAP 46V �ODC6 F03ER P:M wlvN (NOIE(S):3) oc-A/B/c-TROD x 3 1 66 DUS-41 0❑ RD/cN +❑0000❑ ❑oo❑ oo BK/LNFI1ER PORTS :AWG -.6, /GN 0 GROUND at&t o 0 ❑I70❑170 ❑000 - -48V .� e..� < ._ ..�. _���� EMPIRE. telecom -t> DC POWER � --�- x ARC Wcs BAND D51Ri9uliON pANEENEt - ro cROUND DC-A/B/C-WCS E S IN cRCB g III a{ U� ffi3l E B;FiDFD PowER c1BLEs Q 6 TTF a: k 1 LTE WRNG DIAGRAM TO GROUND 2 E-2 NOT ro SCALEiggg Z J Mons m0 ca g i 1. LABEL THE DC POWER CABLES AT BOTH ENDS OF EVERY WIRE AND IN ANY PULL BOX IF USED. LABEL SHALL BE 0 u DURABLE, SELF ADHESNE, WRAPPED LONGITUDINALLY ALONG THE CABLE AND STATE THE SECTOR, FREQUENCY BAND AND I POLARITY; I.E.•A-1900+•. CABLE AND WIRE LABELS SHOWN ARE REPRESENTATIVE AND MAY BE MODIFIED AS DIRECTED BY T AT&T. ��t2 Z FBES 2. INSTALL ON BASEBAND EQUIPMENT RACK. 3. THE BARE GROUND WIRE OF EACH MULTI—CONDUCTOR CABLE SHALL BE CONNECTED TO THE'P'GROUND BAR ON THE Q t RACK. WHEN A SHIELDED CABLE IS USED,THE DRAIN WIRE ALSO SHALL BE CONNECTED TO THE "P'GROUND BAR. 4. CABLE GROUND WIRE AND SHIELD DRAIN WIRE TO BE LEFT UN—TERMINATED AT RRU AND DC POWER PLANT. 5. SEE LTE SCHEMATIC DIAGRAM DETAIL 1/E-1 FOR BREAKER RATING. L z— U) k BATE. a/O6/16 f SGILP AS NOTED ! jos NO. 16O0DJ4 C L LTE WIRING 1 DIAGRAM F f E-2 tlWr IY.l r e k L ) k F j F ANTENNA MOUNTING PIPE (SEE NOTE 3) 1 To ANENNA ,OMEN ANTE"GROUND OAR TOP FAUN INN 0100 OVAL IE GROIROED N THE OF TOM SEE SD930ATC FOUQWWD IrwENETc DLAo6uN as GROUNDING i . AT 1OP or NNE Ef 313TE1A ON DRAWNG E-3 2 ANIEEI/A 3. AT WOW WE OFF THE filOI11LT. � (SEE NOTE 3) 3 LUG S GROUND MY TONER IIOUNIE. o F /6 AEG 0WOV RD EpiYE U TYP. N/GROUND KIT IYPJ iPS R COVER.SSEIL ECT.) a J NOIAAIEn BOTTOM OF 770WERE BAR CPS RECOVER.ECf.) YU ✓ OR0136) SEE NOTE I O 1 G 06 AWO COAX CABLE GROUND WOW COABAL CABLE (TAP FOR U�IC TO MIT BAR(719NNL)GROUND G DIN CONNECTOR HLREIV R LUG G COAIGAL CABAL /2 AMID 2 3 AWG BPP G G—r GROUNDING NOT(SEESUROME r 1. TINED COPPER GROUND BAR. 1 �'°4'°20'. TO EIRFIA NT NALDRC ) GROUND NNE NOTE 1)TYP. PROTECTOR G NEWTON INSTRUMENT CO.HOLE TO MATCH MA MY OR CENODGE TONER FOUNDA7CN TO GROUND BAR GROU D b Aj NEW DOUBLE LUG AT BASE OF G BAR COAXIAL CABLE 16 to GROUND /2 AWC 2. NSU.AIORS. NEWTON INSTRIAIEAIT CAT.No.2. E7�IIIIG TOWER ) + 3061-4. GROUND RIND / NOTES. Y DQANCF). /2 UST ro I. BOND COAXIAL CABLE GROUND MS TO EACH '`• ADJUST"WR 3. 3. .NO LOCK WASHERS.NEWTON INSTRUMENT CO. •• G SF3:TG DROIID GT.NO.3015-D. � _____ __� Fltgl ANTOWN ro SNFiII]t.OWNEIrS GROUND BAR MANG E7FTYE CIA%RUN � ���� SECTOR GROMcrw) A. KILL M NTNG BRACKET.NEWTON INSTRUMENT W. MR A.CAT NO.A-6056. 2. MANUFACTURERS SPECIFICATIONS.ROLM PER NEC AND GROUND NNE TO I. MAIM ai D GROUND BINS WY YMTY N.PDgKi ON THE TYPE OF TOWER. GROUND BAR AT S. STAINLESS STEEL SECURITY SCREWS. 1DdNON AND CONNECTION ORIENTATION.PRO.IX AS REQUIRED. TONER MSE. 2. A SEPARATE GROUND BAR TO BE USED FOR CPS ANTENNA E NEQUIED. 3. DETAIL IS F DIPS OR ANTENNA SECTORS, I�outT aRournlNo c3ROUND BAR DETAIL 2 ANTENNA CABLE OROUNDWQ-TOWER TYPICAL ANTENNA GROUNDING DETAIL EMf�tE E-] HOT TO SCALE E_j Nor ro SCAUF E_3 RIOT TO scu.E E-7 NOT TO SCALE telecom Z 6 G ..TNnI HNTOK,NrA FROM ANTENNA 177 CAd.EIWWEJUNIPER REQUIRED WEATNONLY WHEN`_ AND LARGER I(^°.)6 CABIEWAWE(SEE NOTE)ORMW T c".) m S 6U CONNECTORO 61FATFEAPROOFlNG KIT /6 AID STRANDED COPPER GROUND TYP.) ANTU"CABLE TO WIRE(GROUNDED TO GROUND BAR) g CABLE TRAY(TYP.) (STANDARD CANEWAYE GROUNDING on $$ ..1 "• CANE GROUND Krr AING/6 GLBLEIWNE WEATHERPROOFING KR r�nnUr I Q T COKE GROUND MR ANTENNA CANE FROM AA7TE7NA N4TYfON.SYIM 70 FRAME SUPPORT law ue MOUNTED NEAR/ 1 1/4'W NA%. J] 2 SOLID TRIED 1' •%. ..— I =WNIE GROUND WRRE TO '�N�B GTE: 04/05 16 mQL'E mm OGRE• AS NOTED 1. DO NOT INSTALL CABLE GROUND ND KR AT A BEND A ALWAYS DIRECT GROUND 1. DO NOT NNSMLL CABLE GROUND of AT A BEND AND JIB ND. MGM_" WIRE DOWN TO CIGBE ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. TYPICAL rT�RF PLUMMAG DIAC�iAM �COMECTIOW OF(MOUND WMS TO GRaM BAR 5�ANTENrA CABLE GROL )MI DETAIL E-3 NOT ro srxE ELECTRICAL E-3 NOT ro SCALE DETAILS E-3 NOT TO SCALE E-3 fro Na. 0 e MODIFICATION OF EXISTING WIRELESS FACILITY BY °T ° PMobile° c 2 T � Mobile � T-MOBILE NORTHEAST LLC 35 GRIFFIN ROAD SOUTH o BLOOMFIELD.CT 06002 T-MOBILE NORTHEAST LLC 860692-7100 NATIONAL HARDENING PROJECT (PROJECT MANAGER 0 I` SITE NUMBER: CT11497A Ss NORSoME=ot,s N I�dn I-b SITE NAME: SOUTH WINDSOR 420 MAIN STREET,BLDG 4 CD STURBRIDGE,MA 01566 10 203-275-Mg 15 SITE ADDRESS: 151 SAND HILL RD SOUTH WINDSOR, CT06074 CONSULTANT: 0 FFeRESITE LLC A xh* - -.Engineers.A.vlym E PROJECT SCOPE: SITE IMAGE: PROJECT INFORMATION: 462 WALNUT STREET JTHE PROPOSED PROJECT SCOPE WILL CONSIST OF INSTALLING NEW ADDRESS: 151 SAND HILL RD NEWTON,MA 02460 25 KW DIESEL DC GENERATOR AND TANK FOR AN EXISTING TELECOM SOUTH WINDSOR,CT 08074 617-212-3123 BASE STATION.NO SIGNIFICANT GRADING IS REQUIRED.ALL SITE 2 PROPOSED CONSTRUCTION WILL BE CONTAINED WITHIN THE LIMITS COORDINATES: 41'W 9.24'N,72*V 7.56'W PROFESSIONAL SEAL ° OF THE EXISTING FENCED COMPOUND AND TOWER SITE LEASE AREA LOCATION LL STRUCTURE TYPE: MONOPOLE ,�111t1fit,,F/'� PROJECT NOTES: .`�`Of CONIy 1 THIS IS AN UNMANNED TELECOMMUNICATION FACILITY AND NOT FOR JURISDICTION: NATIONAL STATE 8 LOCAL CODES OR ORDINANCES `~��fi �N HUMAN HABITATION: o HANDICAPPED ACCESS IS NOT REQUIRED. TOWER OWNER: SBA PROPERTIES,LLC POTABLE WATER OR SANITARY SERVICE IS NOT REQUIRED. d NO OUTDOOR STORAGE OR ANY SBA SITE ID 0 CT07824-S E SOLID WASTE RECEPTACLES REQUIRED. v° 2. CONTRACTOR SHALL VERIFY ALL PLANS,EXISTING DIMENSIONS, „t �� 11• `�~ .,ham / N AND CONDITIONS ON THE JOB SITE. CONTRACTOR SHALL �'• / .. .� 4-: IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY t 16 DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. PROJECT TEAM: c FAILURE TO NOTIFY THE ARCHITECT/ENGINEER PLACES THE APPLICANT: T-MOBILE NORTHEAST,LLC. RESPONSIBILITY ON THE CONTRACTOR TO CORRECT THE ✓ DISCREPANCIES AT THE CONTRACTOR'S EXPENSE. �c 1 35 GRIFFIN ROAD SOUTH m 3. DEVELOPMENT AND USE OF THE SITE WILL CONFORM TO ALL - �T ! t BLOOMFIELD,CT 08002 APPLICABLE CODES,ORDINANCES AND SPECIFICATIONS. �" `" r 880892 7100 THIS DOCUMENT IS THE DESIGN PROPERTY o -- � "` , PROJECT MANAGER: NORTHEAST SITE SOLUTIONS AND COPYRIGHT OF FORESITE,LLC.AND 420 E TITLE APPLICABLE CODES AND STANDARDS: ,� 'M SSTURRBBRIDGEE,M�A015566 4 CLUE TH DUXPLICATION OR USE USE BY THITHOUT 0 2016 CONNECTICUT STATE BUILDING CODE(CSBC). SHELDON FREINCLE THE EXPRESS WRITTEN CONSENT ANSI/TU1-222-0 2005 STRUCTURAL STANDARD FOR ANTENNA {M•� Y 1 a SHEt DON®NORTHEASTSITE OF THE CREATOR IS STRICTLY PROHIBITED. SUPPORTING STRUCTURES AND ANTENNAS. -�' / SOLUTIONS.COM 201 778.8521 DRAWING SCALES ARE INTENDED FOR 201/NATIONAL ELECTRICAL CODE(NFPA 70)FOR POWER AND 11'x17'SIZE PRINTED MEDIA ONLY. ALL ai GROUNDING REQUIREMENTS. SITE VICINITY CONSULTANTS: FORESITE LLC OTHER PRINTED SIZES ARE DEEMED m NEC-2014 NATIONAL ELECTRICAL CODE OSHA-OCCUPATIONAL 'i. :. 482 WALNUT ST 'NOT TO SCALE'. n SAFETY AND HEALTH ACT - — - - - -- _ 38811 NEWTON.MA 02460 NFPA-NATIONAL FIRE PROTECTION ASSOCIATION - - -----__ __ SAEED MOSSAVAT REV DESCRIPTION DATE OSHA-OCCUPATIONAL SAFETY AND HEALTH ACT SMOSSAVAT@FORESITELLC.COM � 617-212-3123 A PRELIMINARY 08/13/18� c«wctlnn CNt 8•IaI•Yw a[ MNra•M•tlrr. 1i81 Sb v on or Minimum 30 02 wwk, iiAryl.•Nana t-B ' B REVISED PPC LOCATION M16/18 W-91I-ak55 rtwre than •yS m aevancr 4%', C CHANGED GENERATOR 08/3108 APPROVALS: SITE LOCATION D REVISED PER COMMENTS 09/17/18 m E CHANGED TO DELTA GEN. OW17/18 N o FSA CM DATE 0 SIGNED AND SEALED OW27/18 J RF ENGINEER DATE y < d S/J FOPS ip DATE 'S`' SHEET INDEX: LL s SITE NUMBER:CT11497A m l /j T-1: TITLE SHEET SITE NAME:SOUTH WINDSOR N T-MOBILE ENGINEERING AND DEVELOPMENT DATE , N 1: GENERAL NOTES SITE ADDRESS:151 SAND HILL RD © b A-1: PLAN SOUTH WINDSOR,CT 06074 P' DATE -.' � � �-�����P=•. A-2: GENERATOR DETAILS a '` �`L' ., A-3: GENERATOR DETAILS SHEET TITLE: E-1: GROUNDING AND ELECTRICAL DETAILS DATE - "�� �. r1! T-1:TITLE SHEET APPLICANT: GENERAL NOTES: e T ' 'Mobile' 0 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, 14. RELATED WORK, FURNISH THE FOLLOWING WORK AS SPECIFIED UNDER CONSTRUCTION DOCUMENTS, BUT REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY COORDINATE WITH OTHER TRADES PRIOR TO BID: T-MOBILE NORTHEAST LLC SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. p THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE A. FLASHING OF OPENING INTO OUTSIDE WALLS 35 GRIFFIN ROAD SOUTH ' Q WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. BLOO6MF�IELLD71CT06002 o B. SEALING AND CAULKING ALL OPENINGS m 2. THE ARCHITECT/ENGINEER HAS MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN HE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE C. PAINTING m PROJECT MANAGER SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. D. CUTTING AND PATCHING � 0 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) H Is E CLIENT'S 15. REQUIREMENTS OF REGULATORY AGENCIES: NORTHESOTE =ST REPRESENTATIVE OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S r—,so�uriows PROPOSAL OR PERFORMANCE OF WORK. A. FURNISH U.L. LISTED EQUIPMENT WHERE SUCH LABEL IS AVAILABLE. INSTALL IN CONFORMANCE WITH U.L. 420 MAIN STREET,BLDG 4 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK STANDARDS WHERE APPLICABLE. STURBRIDGE,MA 01566 203275-M9 TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. B. INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM IN ACCORDANCE WITH DRAWINGS AND SPECIFICATION IN EFFECT AT PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND LOCAL BUILDING CONSULTANT: c HAVING 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S / BUDES O T IS TD LIM TEIDLTOOTD O HE LLOWINGRISDICTION OVER SPECIFIC PORTIONS OF WORK. THIS WORK INCLUDES VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE FARES tTE LLC 8 PRECEDENCE. C. TIA-EIA - 222 (LATEST EDITION). STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA 7. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS DURING SUPPORTING STRUCTURES. Archketb.Engineen,Surveyors CONSTRUCTION. 462 WALNUT STREET U D. FAA - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC 70/7460-IH, OBSTRUCTION MARKING NEWTON,MA02460 8. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT SECTIONS OF THE BASIC STATE BUILDING CODE, AND LIGHTING. 617-212-3123 a LATEST EDITION, AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJEC E. FCC - FEDERAL COMMUNICATIONS COMMISSION RULES AND REGULATIONS FORM 715, OBSTRUCTION PROFESSIONAL SEAL LL 9. THE CONTRACTOR SHALL NOTIFY THE CLIENT'S REPRESENTATIVE IN WRITING WHERE A CONFLICT OCCURS MARKING AND LIGHTING SPECIFICATION FOR ANTENNA STRUCTURES AND FORM 715A, HIGH INTENSITY COIY �, ON ANY OF THE CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY OBSTRUCTION LIGHTING SPECIFICATIONS FOR ANTENNA STRUCTURES. NF PORTION OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT IS RESOLVED BY HE CLIENT'S REPRESENTATIVE. IN V NC 60- 10. THE WORK SHALL CONFORM TO THE CODES AND STANDARDS OF THE FOLLOWING AGENCIES AS FURTHER F. AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM v~j ZpO�� t;Gj �0 CITED HEREIN: A325 BOLTS (LATEST EDITION). * 1 _ A. ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS, AS PUBLISHED IN 'COMPILATION OF ASTM G. NEC - NATIONAL ELECTRICAL CODE - ON TOWER LIGHTING KITS. STANDARDS BUILDING CODES" OR LATEST EDITION. �f� "• o H. UL - UNDERWRITER'S LABORATORIES APPROVED ELECTRICAL PRODUCTS. ARw, B. AWS: AMERICAN WELDING SOCIETY INC. AS PUBLISHED IN "STANDARD D1.1-08, STRUCTURAL WELDING t��� CODE" OR LATEST EDITION. 1. IN ALL CASES, PART 77 OF THE FAA RULES AND PARTS 17 AND 22 OF THE FCC t�- AND IN THE EVENT CF CONFLICT, SUPERSEDE ANY OTHER STANDARDS OR SPECIFICATIONS. LES ARE APPLICABLE $ C. AISC: AMERICAN INSTITUTE FOR STEEL CONSTRUCTION AS PUBLISHED IN 'CODE FOR STANDARD PRACTICE a FOR STEEL BUILDINGS AND BRIDGES"; "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF J. 2009 LIFE SAFETY CODE NFPA - 101. THIS DOCUMENT IS THE DESIGN PROPERTY STRUCTURAL STEEL FOR BUILDINGS" (LATEST EDITION). AND COPYRIGHT OF FORESITE,LLC.AND S FOR THE EXCLUSIVE USE BY THE TITLE 11. BOLTING: CLIENT. DUPLICATION OR USE WITHOUT A. BOLTS SHALL BE CONFORMING TO ASTM A325 HIGH STRENGTH, HOT DIP GALVANIZED WITH ASTM A153 THE EXPRESS WRITTEN CONSENT g, OF HE CREATOR IS STRICTLY PROHIBITED. HEAVY HEX TYPE NUTS. DRAWING SCALES ARE INTENDED FOR v 11'x1T SIZE PRINTED MEDIA ONLY. ALL B. BOLTS SHALL BE 3/4.0 MINIMUM (UNLESS OTHERWISE NOTED) OTHER PRINTED SIZES ARE DEEMED 'NOT TO SCALE'. C. ALL CONNECTIONS SHALL BE 2 BOLTS MINIMUM. REV DESCRIPTION GATE tl1 12. FABRICATION: A PRELIMINARY 08/13/18 c o B REVISED PPC LOCATION 08/ A. FABRICATION OF STEEL SHALL CONFORM TO THE AISC AND AWS STANDARDS AND CODES (LATEST lW 31/18 1' EDITION). C CHANGED OB/31H8 D REVISED PER COMMENTS 09/17/18 B. ALL STRUCTURAL STEEL SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM E A123 (LATEST EDITION), UNLESS OTHERWISE NOTED. E CHANGED TO DELTA GEN. 09/17/18 L 0 SIGNED AND SEALED 09/27/18 = 13. ERECTION OF STEEL: m d A. PROVIDE ALL ERECTION EQUIPMENT, BRACING, PLANKING, FIELD BOLTS, NUTS, WASHERS, DRIFT PINS, AND o SIMILAR MATERIALS WHICH DO NOT FORM A PART OF THE COMPLETED CONSTRUCTION BUT ARE NECESSARY FOR ITS PROPER ERECTION. b SITE NUMBER:CT11497A LL B. ERECT AND ANCHOR ALL STRUCTURAL STEEL IN ACCORDANCE WITH AISC REFERENCE STANDARDS. ALL SITE NAME:SOUTH WINDSOR N WORK SHALL BE ACCURATELY SET TO ESTABLISHED LINES AND ELEVATIONS AND RIGIDLY FASTENED IN PLACE SITE ADDRESS:151 SAND HILL RD O WITH SUITABLE ATTACHMENTS TO THE CONSTRUCTION OF THE BUILDING. SOUTH WINDSOR,CT06074 L C. TEMPORARY BRACING, GUYING AND SUPPORT SHALL BE PROVIDED TO KEEP THE STRUCTURE SAFE AND ALIGNED AT ALL TIMES DURING CONSTRUCTION, AND TO PREVENT DANGER TO PERSONS AND PROPERTY. CHECK SHEET TITLE: ALL TEMPORARY LOADS AND STAY WITHIN SAFE CAPACITY OF ALL BUILDING COMPONENTS. N-1:NOTES AND DISCLAIMERS (E)LEASE AREA APPLICANT: H 15'-0- Mobile c (E)CONC.PAD Is ■ ■ EXISTING EQUIPMENT PAD - — -- - T-MOBILE NORTHEAST LLC BY OTHERS - (E)PPC TO BE 35 GRIFFIN ROAD SOUTH o (E)11'-9-X 12'-0- (P)DELTA GENERAC 25 KW DC ON RELOCATED I BLOOMFIELD,CT 06002 n CONC.PAD (E)11'-9-X 12'-0-CONC.PAD WITHIN 860-692-7100 (E)15-X 15'(225 S.F.)LEASE AREA N I PROJECT MANAGER (E)S12000 L __ TO BE I ((I REMOVED p vOi \ �� 1 Q SS StTE NORSGLU IONS g `/'' '� (E)ACCESS GATE a o 1 / (E)ICE BRIDGE (U 4 � 420 MAIN STREET,BLDG 4 I Q- STURBRIDGE,MA 01566 m --- w V)4 203 275 6669 I / �� n \/ (E)CHAIN LINK FENCE I I CONSULTANT:w \ (E)61310 \ F®RESITE . \ \ Ardikects.Engineers.Surveyors E 462 WALNUT STREET NEWTON,MA 02460 m \ I 617-212-3123 o ( I PROFESSIONAL SEAL O wcm-Embp EXISTING EQUIPMENT BY OTHERS `��•��F COF���� — — L o� q2 G EXISTING EQUIPMENT PLAN E EXISTING SCALE: 1/4" = 1'-0" $ E"'.4'vIPVENT / (E)LEASE AREA �'���1%' 1'��.� . • SHELTER � � — 16-0. 3" OTHERS ----------- 'U e E CONC.PAD a E MONOPOLE (P)DELTA GENERAC 25 KW DC — — O — �' 9- DIESEL GENERATOR ON S i S THIS DOCUMENT IS THE DESIGN PROPERTY o (E)11'.9-X 12'-0-CONIC PAD Btu aD AND COPYRIGHT OF FORESITE,LLC.AND ---- I FOR THE EXCLUSIVE USE BY THE TITLE E GENERATOR 0 CLEARANCE S CLIENT. DUPLICATION OR USE WITHOUT i 1 i THE EXPRESS WRITTEN CONSENT 3 i� OF THE CREATOR IS STRICTLY PROHIBITED. EXISTING EQUIPMENT - I DRAWING SCALES ARE INTENDED FOR SHELTER By OTHERS S� 11"x17'SIZE PRINTED MEDIA ONLY. ALL OTHER PRINTED SIZES ARE DEEMED n I "NOT TO SCALE'. m R i� \� S REV DESCRIPTION DATE m E)ICE BRIDGE a A PRELIMINARY 08/13H8 EXISTING EQUIPMENT z 4 IDB REVISED PPC LOCATION 08/18/18 L SHELTER 3Y OTHERS (P)CONDUITS C CHANGED GENERATOR OBld1/18 d (E)RELOCATED PPC — J D REVISED PER COMMENTS W17/18 EXISTING EQUIPMENT I\ W E CHANGED TO DELTA GEN. 09/17/18 SHELTER BY OTHERS I (E)6131 I 0 SIGNED AND SEALED 09127/18 J I J m N m O 'J_ SITE NUMBER:CT11497A m SITE I E:SOUTH WINDSOR SITE ADDRESS:151 SAND HILL RD 1= NOTE: L J SOUTH WINDSOR,CT 06074 cl o COMPOUND PLAN INSTALL GENERATOR PER MANUFACTURERS SHEET TITLE: 1 INSTALLATION GUIDES AS WELL AS APPLICABLE LOCAL AND PROPOSED EQUIPMENT PLAN SCALE: 3/32"= V-0" A-1 NATIONAL CODES. A-1:PLAN SCALE: 1/4"= 1'-0" A-1 a 220 GALLON TANK 3'-0• 3'-2'- 3•-0'- � APPL ICANT: 25 KW DC GENSET En ine Radiator Coolant Fill Access Panel �i GENERATOR SPECIFICATIONS Four(4)Torx T20 head screws T-MOBILE NORTHEAST LLC 35 GRIFFIN ROAD SOUTH MANUF. DELTA BLOOMFIELD,CT 06W2 2 .. --- 860-692-7100 a MODEL# POWERGEN 25000 (25KW DC) �■■■■■■■■■■■■■■ ■■■■■■■■/■■■■■r4 m ■ PROJECT MANAGER HEIGHT 71.26* : - - ■ ((1 1�) WIDTH 82.6r ■ ■ SQ NORTNEiST � i " ■ � i ■ v SITE SOIUfIONS DEPTH 37.5' ` ' •.� a••I 5 4 \ ■ \ ■ 420 MAIN STREET,BLDG 4 WEIGHT 32401 LBS ■ ■ STURBRIDGE,MA 01566 PDU ■ - _ -"_ ■ (D 203-275.6869 ■ o : ■ � � ■ � ■ CONSULTANT: ■ FoRES ITE LLC NOTE: o �� ■ ■ 0 BASE FRAME(VERIFY BASE DIMENSIONS AND ° Generator r ANCHOR LOCATIONS WITH MANUFACTURER). Fuel Tank ■ ■ 462 WALNUT STREET v ■■■■/■■■■■//■■■ ■■■■■■■■■■■■■■/r NEWTON,MA02460 617-212-3123 m m PROFESSIONAL SEAL ■ ��•C�;•�gEIIN V c 1? tom' ■ 4 �r:, DEPTH - -WIDTH i �` in ;O'• �,��!;�.. a i '��r�.• ARGN NOTE:MAINTAIN Y-0' ■ E,���� (/ CLEAR IN FRONT OF CABINET ACCESS -- W THIS DOCUMENT IS THE DESIGN PROPERTY SPACE REQUIREMENTS AND COPYRIGHT OFFORESITE,LLC.AND SCALE: N.T.S. A-2 FOR THE EXCLUSIVE USE BY THE TITLE CLIENT. DUPLICATION OR USE WITHOUT THE EXPRESS WRITTEN CONSENT OF THE CREATOR IS STRICTLY PROHIBITED. DRAWING SCALES ARE INTENDED FOR w 1/7'0 1"HILTr'KWIK BOLT 11NIr SIZE PRINTED MEDIA ONLY. ALL = NOTES: HEAVY HEX NUT �. 1.BOLTS CAN BE INSTALLED 2 DAYS AFTER 3 EXPANSION ANCHOR OTHER PRINTED SIZES ARE DEEMED �: 'NOT TO SCALE'. FLAT WASHER -10n POURING CONCRETE PROVIDED THE KWIK E BOLTS ARE ONLY TIGHTENED TO A SNUG TIGHT REV DESCRIPTION DATE s GENERATOR H CONDITION. MOUNT PLATE A PRELIMINARY 08/13/18 $ � 2.APPLY"HILTr'HIT-RE 500-SD EPDXY TO ALL a B REVISED PPC LOCATION 08/16/18 GAPS TO PREVENT WATER/MOISTURE BUILD-UP. C CHANGED GENERATOR 08/31/18 L I m 3.PROVIDE 6(SEE MANUFACTURERS D REVISED PER COMMENTS 09/17/1e m INSTALLATION DRAWINGS)ANCHOR BOLTS L Y'm PER SIDE. A 6 p E CHANGED TO DELTA GEN. 09/17/18 • a z 0 SIGNED AND SEALED 09/27/1 _ GENERATOR DETAILS CONCRETE a PAD SCALE: N.T.S. A-2 11 m °. m o SITE NUMBER:CT11497A m SITE NAME:SOUTH WINDSOR o SITE ADDRESS:151 SAND HILL RD <v 9/16"DIA.HOLE SOUTH WINDSOR,CT 06074 o SHEET TITLE: ANCHORAGE DETAIL 3 SCALE: N.T.S. A-2 A-2:GENERATOR DETAILS i 1 1 2 3 4 APPLICANT:° g 9 • •Mobile• Recommended 914.4[36.0]Minimum Perimeter Clearance FT-MOBILE NORTHEAST LLC y Engin Radiator Coolant Fill Access Panel 35 GRIFFIN ROAD SOUTH BLOOMFIELD,CT 06002 Q. ��Q° ,�10° Four (4) Torx T20 head screws---, 860-692-7100 T c � ut NIn �� 1 NLO ° ( PROJECT MANAGER (L A [34,71 O O A NORTHE=ST 881 SITE U b :o _ 420 MAIN STREET,BLDG 4 STUR20°75.66669 GE MA 1566 $ e . $ O \ CONSULTANT: D �,N DO FORESITE � o I ' >, N fND u� u� N(D o u PDIJ Architects.Engineers.Surveyors 462 WALNUT STREET - NEWTON,MA 22460 Top View 0 PROFESSIONAL SEAL Generator ����pF1COHNF ii Fuel Tank _Calz B • -0 D B 'mac ;•. External Fuel Fill Access Door `m THIS DOCUMENT IS THE DESIGN PROPERTY 5 AND COPYRIGHT OF FORESITE.LLC.AND Exhaust Drain FOR THE EXCLUSIVE USE BY THE TITLE CLIENT. DUPLICATION OR USE WITHOUT Do O O THE EXPRESS WRITTEN CONSENT i1 O OF THE CREATOR IS STRICTLY PROHIBITED. 0 DRAWING SCALES ARE INTENDED FOR v NO 11"x17'SIZE PRINTED MEDIA ONLY.ALL m OTHER PRINTED SIZES ARE DEEMED 'NOT TO SCALE'. Front View Right(Exhaust) Side View REV DESCRIPTION DATE --�� A PRELIMINARY M13118 v B REVISED PPC LOCATION 08116/18 Drawn: 201816115 Design: 201&W15 C CHANGED GENERATOR 08/31/18 C AhELA iDELTA ELECTRONICS, INC. Api.Huang Jane Liu C D REVISED PER COMMENTS 09/17118 B THESE DRAWINGS AND SPECIFICATIONS ARE THE coDescription: E CHANGED TO DELTA GEN. 09/17/18 YI PROPERTY OF DELTA ELECTRONICS.INC.AND SHALL NOT BE REPRODUCED OR USED AS THE Diesel DC Generator 0 SIGNED AND SEALED 09/27/18 t BASIS FOR THE MANUFACTURE OR SELL OF rHRD e co APPARATUSES OR DEVICES WITHOUT PERMISSION. PROJECT*N U DIMENSIONAL TOLERANCES HOLES:t0.05 ANGLES:*0.5 I I IV I I 1 1 Part No. REV. 0 u 35 0LL g1wonto�.0w>-loo :o X 3 ao-1 - a x ,>,° x�z so- : 0 •.6 Y000ERt3: A3 l0 ESOG480-CCA02 00 ABOVE3W fo x �35 SIZE SITE NUMBER:CT11497A SCALE,1:30 UNIT mm[in.] USED ON ESOG680-C= SHEET 2 OF 5 ISSUE DATE:201&22 SITE NAME:SOUTH WINDSOR c r nv.re_ru+°.:o�.�a....danr.ry so°zeaca...(rw,e..r�eam,cu..I�nowwcu�o l a SITE ADDRESS:151 SAND HILL RD A v.cnv-�_°..r.°.wo�eoo.acc�msom FRAME NAME:DF-MEA3H-1R01.SLDDRT 3 4 SOUTH WINDSOR,CT 06074 t GENERATOR DETAILS SHEET TITLE: SCALE: N.T.S. A-3 A-3:GENERATOR DETAILS m GENERAL ELECTRICAL NOTES GROUNDING NOTES: GENERATOR CONTROLLER ACCESS _ CONSTRUCTION NOTES: APPLICANT: - GENERATOR T • •Mobile° 1.GROUNDING SHALL COMPLY WITH NEC ART.250 1.ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS HAND-DUG UTILITY TRENCH AND MANUFACTURER'S RECOMMENDATIONS.TIE INTO ro OF THE NATIONAL ELECTRICAL CODE(NEC)AS WELL AS APPLICABLE EXCAVATION REQUIRED): T-MOBILE NORTHEAST LLC m THE EXISTING GROUNDING SYSTEM. STATE AND LOCAL CODES INCLUDING LATEST EDITIONS OF: 4 NFPA-NATIONAL FIRE PROTECTION ASSOCIATION 2 CONTRACTOR SHALL INSTALL GROUND RODS ON ALL EXISTING UNDERGROUND UTILITY 35 GRIFFIN ROAD SOUTH , c UL-UNDERWRITERS LABORATORIES LOCATIONS ARE UNKNOWN. BLOOMFIELD,CT 06002 $ NEC-2014 NATIONAL ELECTRICAL CODE NEMA-NATIONAL ELECTRIC UNDERGROUND GROUNDING RUNS LONGER THAN 10'. GENERAL CONTRACTOR SHALL 860-692-7100 MANUFACTURERS ASSOCIATION GROUND RODS WILL BE INSTALLED ON 20'CENTERS HAND-EXCAVATE TO REQUIRED 0 OSHA-OCCUPATIONAL SAFETY AND HEALTH ACT MAXIMUM. SUB-GRADE DEPTH,SUFFICIENT HIBC-2009 INTERNATIONAL BUILDING CODE TEST HOLES. PROJECT MANAGER 2.ALL ELECTRICAL ITEMS SHALL BE U.L.APPROVED OR LISTED AND 3.ALL DOWN CONDUCTORS MUST GO DOWN PER NFPA m ALL PROPOSED UNDERGROUND PRODUCED PER SPECIFICATION REQUIREMENTS. 780 �Ss 3.THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL UTILITY TRENCHES SHALL BE0DESCRIBED BY DRAWINGS AND SPECIFICATION INCLUDING 4.CONTRACTOR SHALL NOTIFY THE CONSTRUCTION HAND-EXCAVATE AS REQUIRED. NORTMEiST E SOLUTIONS INCIDENTAL WORK TO PROVIDE COMPLETE OPERATING AND MANAGER WHEN THE GROUNDING SYSTEM IS ' T,BL GENERAL CONTRACTOR IS 420 MAIN STREET, DG 4 APPROVED ELECTRICAL SYSTEM. COMPLETE.THE CONSTRUCTION MANAGER SHALL RESPONSIBLE FOR ANY REQUIRED STURBRIDGE,MA 01566 4.GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS,AND INSPECT THE GROUNDING SYSTEM PRIOR TO RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF BACKFILLING. 6.. _. .._.. SPECIAL TEMPORARY PROTECTION 203 275-6669 m INSPECTIONS. _ OF,PHYSICAL DAMAGE TO,OR 5.ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND t ��� REPAIR OF EXISTING UNDERGROUND CONSULTANT: 5.CONTRACTOR MY USE EXISTING CONDUITS AND CONDUIT INCLUDING RESTORATION -n EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID CONDITION AND ARE SUFFICIENTLY RATED. 220 GALLON -- FARES ITE E�c STEEL CONDUITS OR SCHEDULE 80 PVC(AS PERMITTED BY CODE)ND CONDUCTORS PROVIDED THEY ARE IN GOOD FUEL TANK OF SERVICE. WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL OR C NONMETALLIC CONDUITS. AIR INTAKE Architects.Ens►neen.5urveyon 6.RIGID STEEL CONDUITS SHALL BE GROUNDED AT BOTH ENDS. 462 WALNUT STREET 7.ELECTRICAL WIRING SHALL BE COPPER WITH TYPE XHHW,THWN, (1)CAT5 ALARM CABLE IN 1"LIQUATIGHT(AG) NEWTON,MA 02460 OR THIN INSULATION. CONDUIT PER MANUFACTURER 617-212-3123 m 8.ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NAME 3R SPECIFICATIONS TO CABINETVolvo m ENCLOSURE. PROFESSIONAL SEAL U. 9.GROUNDING SHALL COMPLY WITH NEC ART.250. 2"LIQUATIGHT AG CONDUITS WITH 10.GROUNDING COAX CABLE SHIELDS MINIMUM AT BOTH ENDS USING CONDUCTORS PER NEC AND PROPOSED(1)1"NON-METALLIC m MANUFACTURES COAX CABLE GROUNDING KITS SUPPLIED BY MANUFACTURER TO CABINET / I FLEX CONDUIT WI#2 AWG BARE `� C 9 PROJECT OWNER. CONCRETE PAD TINNED SOLID COPPER ��:OgSEtN �7y�!G m m 11.USE#6 COPPER STRANDED WIRE WITH GREEN COLOR CONDUCTOR FROM PROPOSED — — — — — — — — — — — — — — — — — 0, GENERATOR TO EXISTING INSTALLATION FOR ABOVE GRADE GROUNDING(UNLESS OTHERWISE E SPECIFIED)AND#2 SOLID TINNED BARE COPPER WIRE FOR BELOW GROUND RING. o GRADE GROUNDING AS INDICATED ON THE GROUND. GROUNDING AND ELECTRIC RISER DIAGRAM 1 ':,O••" �',a •��` 12.ALL GROUND CONNECTION TO BE BURNDY HYGROUND COMPRESSION TYPE CONNECTORS OR CADWELD EXOTHERMIC NOTES: - _- SCALE: N.T.S E-1 /►itGN� `0 WELD.DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH ud' `o_ GALVANIZED STEEL. DIAGRAM AS SHOWN,IS A GENERIC ROUTING SCHEMATIC NOTES: 13.ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND BASED ON AVAILABLE INFORMATION AND MAY NOT STRAIGHTEST PATH POSSIBLE,EXCEPT AS OTHERWISE INDICATED. REPRESENT ACTUAL FIELD CONDITIONS.CONTRACTOR G.C. TO VERIFY THAT THE EXISTING AND PROPOSED THIS DOCUMENT IS THE DESIGN PROPERTY GROUNDING LEADS SHOULD NEVER BE BENT AS RIGHT ANGLE. CONDUITS AND WIRE SIZES ARE ADEQUATE FOR THE ° ALWAYS MAKE AT LEAST 12"RADIUS BENDS.#6 WIRE CAN BE BENT AT SHOULD INSTALL THE GENERATOR,EQUIPMENT AND PROPOSED SCOPE IN ACCORDANCE WITH NEC AND AND COPYRIGHT OF FORESITE,LLC.AND CONNECTIONS BASED ON VERIFIED ELECTRICAL AUDITS FOR THE EXCLUSIVE USE BY THE TITLE 6"RADIUS WHEN NECESSARY BOND ANY METER OBJECTS WITHIN 7 INCLUDE ELECTRICAL UPGRADES IN THE SCOPE OF CLIENT. DUPLICATION OR USE WITHOUT AND PER MANUFACTURER'S INSTALLATION GUIDES AS FEET OF PROPOSED EQUIPMENT OR CABINET TO MASTER GROUND WORK AS REQUIRED. THE EXPRESS WRITTEN CONSENT rn BAR. WELL AS ALL APPLICABLE LOCAL AND NATIONAL CODES AND REQUIREMENTS. OF THE CREATOR IS STRICTLY PROHIBITED. � 14.CONNECTIONS TO MGB SHALL BE ARRANGED IN THREE MAIN DRAWING SCALES ARE INTENDED FOR GROUPS:SURGE PROCEDURES(COAXIAL CABLE GROUND KITS. 11•x17"SIZE PRINTED MEDIA ONLY. ALL In TELCO AND POWER PANEL GROUND);(GROUNDING ELECTRODE RING �\ ENGINE EXHAUST OTHER PRINTED SIZES ARE DEEMED mTO SCALE'. ig OR BUILDING STEEL);NON-SURGING OBJECTS(EGB GROUND IN RBS V "N T E UNIT). _ REV DESCRIPTION DATE 15.CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO ' HOLE COMPRESSION TYPE COPPER LUGS.APPLY OXIDE INHIBITING ' A PRELIMINARY 08/13/18 220 GALLON TANK a COMPOUND TO ALL LOCATIONS. B REVISED PPC LOCATION 08/16/18 t 16.APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE CABINET 25 KW DC ~ GROUND CONNECTION. GENERATOR C CHANGED GENERATOR 09/31/18 17.TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR D REVISED PER COMMENTS 09/17/18 m PROJECT CLOSE-OUT DOCUMENTATION. m 18.BOND ANY METAL OBJECTS WITHIN 7 FEET OF PROPOSED E CHANGED TO DELTA GEN. 09/17/18 r EQUIPMENT OR CABINET TO MASTER GROUND BAR. 0 SIGNED AND SEALED 09/27/18 19.VERIFY PROPOSED SERVICE UPGRADE WITH LOCAL UTILITY EMT(COMMUNICATION) COMPANY PRIOR TO CONSTRUCTION. CONDUIT TO CABINET , 20.EXISTING UNDERGROUND UTILITY LOCATIONS ARE UNKNOWN. (2)2"EMT(POWER) m GENERAL CONTRACTOR SHALL HAND-EXCAVATE TO REQUIRED CONDUITS TO CABINET m SUB-GRADE DEPTH,SUFFICIENT TEST HOLES OR AS DIRECTED/ ,° REQUIRED BY CONSTRUCTION MANAGER.ALL PROPOSED SITE NUMBER:CT11497A m UNDERGROUND UTILITY TRENCHES SHALL BE HAND-EXCAVATE AS — — — — — — — — — SITE NAME:SOUTH WINDSOR ry REQUIRED.GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY SITE ADDRESS:15t SAND HILL RD ® REQUIRED SPECIAL TEMPORARY PROTECTION OF, PHYSICAL EXISTING GROUND RING — 7 PROPOSED(1)1"NON-METALLIC FLEX SOUTH WINDSOR,CT 06074 E-1 o DAMAGE TO,OR REPAIR OF EXISTING UNDERGROUND CONDUIT PLAN VIEW � CONDUIT W/#2 AWG BARE TINNED SOLID a INCLUDING RESTORATION OF SERVICE. SCALE:N.T.S EXOTHERMIC GROUP CONNECTION COPPER CONDUCTOR FROM PROPOSED SHEET TITLE: 0 TO EXISTING GROUND RING GENERATOR TO EXISTING GROUND RING. E-1:GROUNDING AND ELECTRICAL DETAILS e a =; at&t WIRELESS COMMUNICATIONS FACILITY $ CT1139 — LTE 3C WCS SOUTH WINDSOR SAND HILL RD ak PROJECT SUMMARY 3 a SBA TOWERS CORP. SITE NO. : CT07824 ' �PROPOSED SCOPE DF WORK CONSISTS OF COSTING UNMANNED TELECOMMUNICATIONS� THE RDLLOW'NG. A AT ANTENNA SECTORS 151 SAND HILL ROAD REMOVE(J) E RR ANTENHLS ' • INSTALNEW(J) I1D5-J2 a>£ • INSTALL(3)NEW 17-PORT ANTENNAS G SOUTH W I N D S O R, CT 06074 RELOCATE(S)EXISTING ANTENNAS AND(J)ASSOCIATED"U9 .INSTALL(J)SW AI RAW MOUNTS ON NEW APE MAST TO ACCOMMODATE DOOSTING AND ADDRIOAL RRUS BETWEEN POS.J AND POS.4 •INSTALL(J)NEW LDW-BAND COMBINERS •'++pp�}} • R6TALL(1)NER DC TV"SOAD at&t B. W[YM Wf11RW FXK11Mf.ATfi FNR��Pu[vT�.TR .REMOVE AND REPLACE EX6TNG DUAL DINS AND UPGRADE FOR A E M( I R E PROPOSED 5216 UNIT WTT1N EXISTING LTE EOIXPMEM RACK GENERAL NOTES SITE DIRECTIONS NSTAI(J)NEW LOW-BAND COMBINERS wrlNwN EX6TNc INTERNATIONALALI 5�BE INWITH THE DRAW_ e HILL row DPLD k RACK telecom i.01AG KCODE AS YODii fc�A+ E 2016 CONNE 1CiKXT SfAIE BUADNG 1O. SHOULD BE DIAGTED TO TIL THE MINIMUM BE SUBSTANDARDS TO UANYF�NCES.ORKFROM: RS0°oO.NLL CON ECIRM TO. i6EpRX wjoosom,CORECBCIR DECOMMISSION µD REMOVE(2)EXSTM GSM CA&WTS COOS.NMUD94 THE TA-222 REVISION•G•STRUCTURAL STANDARDS FOR LAWS,CODES.RULES,OR REGULATIONS BEARING ON THE FORK.THE STEEL ANTENNA TOWERS AND SUPPOFING STRUCTURES.2016 COHIRAC70R SHALL INCLUDE M HIS WORK µD SHALL.IXECITE 111E I- WAD NORTHEAST ON ENTERPRISE DR TOWARD CHIRAL BLVD 0.]6 Y LOAN CODES FIRE SNIFFY CODE AID,NATIONAL ELECTRICAL CODE µ0 WORK CORRECTLY IN ACCORDANCE WITH SUCH ORDINANCES.LAWS. 2 TARN LEFT ONTO CAPITAL BLVD 0.270 laCx C00[S, CODES,RULES OR REGULATIONS WRH No INCREASE M COSTS. ? TURN LEFT ONTO�T sT i:ri r PROJECT INFORMATION /. TURN LEFT TO MERGE ONTO 1-91 N TOWARD HAP•F-' /�� 2. THE COMPOUND.TONER.PRIMARY GROUND RING.ELECTRICAL, 11.ALL UTILITY WORK SHALL BE N ACCORDANCE WITH LOCK DIRTY 5, MERGE ONTO CT-15 N/WLL&F CROSS MIA'N MA EXIT 20 TOWARD 1-61 E/E HARIFORD/BOSTON. 7.11 MI Y i SERVICE TO THE METER BMA(µD TELEPHONE SERVICE TO THE COMPANY REQUIREMENTS µD SPECIFICATIONS. 6, CT-15 N/WIUUR CROSS MAY N BECOMES 1-61 E/U3-6 E/WE6UR CROSS NAVY N. 1 w ME AT&T SITE NUMBER CTl l3o III DEMARCATION PONT ARE PROVIDED BY STE OWNER.AS BUILT 7. KEEP LEFT TO TAKE I-B1 E/MIBUR CROSS HAZY N TOWARD BOSTON. 2.38 Y �- FIELD CONDITIONS REGARDING THESE ITEMS SHALL BE CONFIRMED 12.AL EOUPMENT AND PRODUCTS PURCHASED ARE TO BE REVIEWED B/ B EMM THE BUCKLAPD STREET EXIT.EXIT 62. 1.LB Y AT&T SITE NNAYE_ SOUTH W10SDR SAD HILL RD Z E pp D — BY THE CONTRACTOR.SIOIAD ANY FIELD CONDAONS PRECLUDE CONTRACTOR AND ALI APPLICABLE SUBCONTRACTORS FOR ANY 9. TURN LEE ONTO Bl1L1OAND ST, a COMPLIANCE WITH THE DRAWINGS.THE CONTRACTOR$HALL 10.BUCKIMD SF BECOMES BUCKUND R0. O�Y SITE ADDRCSS. SBA TOWERS CORP.517E NO.:CT0762A III _i CONDITION PER MFR.'S RECOMMENDATIONS,CONTRACTOR TO SUPPLY WEOAIFLT NOTIFY THE ENGNEER AND SHALL NOT PROCEED WITH THESE EMS AT NO COST TO OWNER OR CONSTRUCTION MANAGER. 11.SUCKIAND AD BECOMES SULLIVAN AVE/R-IMP. 0.70Y 151 SHED TILL ROM U i M I ANY AFFECTED WDRX. 12.TURN RIGHT ONTO 5A/D IE.L RD. 027 Y SOUTH WNDSOR.CT Oo7A tJ.ANY µ0 ALLOU ERRORS,DISCREPANCIES,AID'MISSED'ITEMS ARE 1J.151 SAND HILL RD.SOUTH WNDSOR,CT 0607M2026,151 SAND HELL RD IS ON THE RGHT. EPEE/ApPll(.wl. ATIT YOBUtt Q J CONTRACTOR$TALL REVIEW ALL DRAWWNS AND SPEC#lCAnoNS IN TO BE BROIIGIfT TO THE ATTENTION OF THE AT&T CONSTRUCTION AT&50D MORLITY ORAL SufIF]A THE CONTRACT DOCUMENT SET.CONTRACTOR SHALL CDORDUNTE MANAGER DURING THE BIDDING PROCESS BY THE CONSTRUCTION ALL ALL WORK SHOWN W THE SET OF F DRAWINGS THE CONTRACTOR THESE ITEMS ARE TO BE INCLUDED N THE BID.NO•EXTRA'WILL ROCKY HILL.CT oso67 SWILL SUBCONROVIDETRACTORS A COMPLETE SET D DRAWINGS ro ALL BE ALLOWED FOR MISSED ITEMS. VICINITY MAP nn SUBCONTRACTORS AND ALL RELATED PARES.ME SUBCONTRACTORS SCALE. 1"= 1000 O AT&T PACE NUYBCR: MRCTB076610 --� SHALL OR AION T ALL THE DRAWINGS AND SPECIFICATIONS FOR THE TA,CONTRACTOR SHALL BE AWARDED SIBLL TOR ALL ON-SITE SAFETY FROM J INFORMATION TAT AFFECTS THEW WORN. ME TIME THE J�IS AWARDED UNIT ALL WORK IS COMPLETE µ0 Mm AT&T FA LOCATION COOf: 10035b9 p't ENGINEER CENIEf ETNGINICEI INC. ♦. CONTRACTOR SHALL PROVIDE A COMPLETE BUILD-OUT WITHALL AND FINISHES.STRUCTURAL.MECHANICAL D ELECTRICAL COMPONENTS 15.COACCFPIFDNT RACTORBY TOTHE REVIOEWWNER.ALL SHOP DRAWINGS AND SLIBMR COPY 63-2 NORM BPANFOUD RD. Q f AND PROVIDE AL ITEMS AS SHOWN OR INDICATED ON THE DRAWINGS TO ENGINEER FOR APPROVAL DRAWINGS MUST BEM TIE • 1 - BRANNOR CT orwFO Y Z 4S OR N THE WARIEN SPECIFICATIONS. CHECKER'S INITIALS BEFORE SUBMITTNG TO THE Cd6TRUCTION `' y. MANAGER FOR REVIEW. f .\ PROJECT COORDINTES: LATITUDE, 11'-50 09.51•N LONGITUDE 77-JJ'-07.21'IN m 5. CONTRACTOR SHALL FURNISH ALL MATERNAL,LABOR AND EGUIPMENT GROUND EENATKN: S15M"A115L TO COMPLETE THE WORK AND FURNISH A COMPLETED JOB AL IN 16. THE CONTRACTOR SHILL FIELD VERIFY ALL OIYEN6IOM5,ELEVATIONS, { I \•\ ; , L NC. ACCORDANCE WITH LOCK AND STAR GOVERNING AUTHORITIES AND ANGLES.AND EXMTNG CONDIiONS AT THE STTE,PF"TO N, r Ss90 J ND GiOURNDELEVATIONcO F OTTER AUAUTHORITIESINNING LAWFUL JURISDICTION OVER THE WORK. FABRICATION AND/DRINSTALLATIONN D/ORINSTALLATIONITHE110N OF ANY WORK T CONTRACT COORORN7E5 A ND T _y/. ' ' ..F�p ••T`. ,•41..$' REFERENCED FROM OOOGE WIT 6. CONTRACTOR STALL SECURE A PAY FOR ALL PERMITS AND ALLAREA �'� A i' •!•• ���RRRiii(n f 333iii INSPECTIONS REWIRED AND SHALL ALSO PAY FEES REQUIRED FOR 17,COORDIWTXK LAYOUT.FURNISHING AND INSTALLATION OF CONDUIT / \ , \' •`I ! l•• Q OR THE GENERAL CONSTRUCTION.PLUMBING.ELECTRICAL µD NVAC. AND ALL APPURTENANCES REWIRED FOR PROPER INSTALLATION OF }P x PERMITS SHALL BE PAD FOR BY THE RESPECTIVE SUBCONTRACTORS. AES aTEI COIE THE� T .SERVICE SHALL BE THE SOLE ! 11( •t �A ti.F\ SHEET INDEX °" Z j 7. CONTRACTOR STALL MAINTAIN A CURRENT SET OF DRAWINGS µD U .V �— ( ..••• ~ / SPECIFICATIONS ON SITE AT ALL 7MES AND INSURE DIS RBVTON OF tB.ALL EOUPMETTPoNS8LqY AND PRODUCTS PURCHASED ARE TO BE L SHT.NO. OESOtIPT10N REy, Q NEW DRAWINGS TO SUBCONTRACTORS AND OTHER RELEVANT PARTIES AS RENEWED B1 CONTRACTOR AND All APPLICABLE SUB- �. j N '.J N SOON AS THEY ARE MADE AVAILABLE.ALL OLD DRAWINGS SHKL BE CONTRACMDRS FOR ANY CONDITION PER THE MANUFACTRER'S ...� T1 ��W T-1 TITHE SIIET O MARKEDRECOMMENDATIONS.CONTRACTOR TO SUPPLY THESE ITEMS AT CONTRA VOID AND REMOVED FROM THE CONTRACT AREA,ONE NO COST TO OWNER OR CONSTRUCTION MANAGER. CONTRACTOR SHALL FURNISH µ"AS-BULT"SET a DRAWINGS TD ' OWNER UPON COMPLETION OF PROJECT. 19 ALL DAAY.;E CAUSED TO ANY D IS LNG STRUCTURE SHALL BE THE SOLE � M-1 ND16,SPECi1CATB16 AND A11IMN BOELIM 0 6. LOCATION OF EQUPMENT,µD WORK SUPPLIED BY OTHERS THAT IS RESPONSIBILITY OF THE CONTRACTOR.THE CONTRACTOR WILL BE HELD I vROJECT 2 DIAGRAMMATICALLY MOIGTED ON THE DRAWINGS SMALL BE LIABLE FOR ALL REPAIRS REWIRED FOR EXISTING STRUCTURES IF LOCATION �' DETERMIINED BY THE CONTRACTOR.THE CONTRACTOR LSHALL DETERMINE DAMAGED DURING CONSTRUCTION ACTIVITIES. o ' �` ,`• :�., YAtE: 01/O5/u LOUTIONS µD DMENSIONS SUBJECT TO STRUCTURAL CONDITIONS ' \1.. •M$' ,AI AV1 1 1 0-1 PLANS AND ELEVATION 0 lGIL AS NITFD µD WORK OF THE SUBCONTRACTORS. 20.THE CONTACTOR SHALL CONTACT•CALL BEFORE YOU OIG•AT LEAST ,• \ t`..N' I �.� L• A 1 C-2 LTE Y ARCS ANTENNA NW]IR PING 0 JOB R0. AS AIM I 48 HOURS PRIOR ro ANY EXCAVATIONS AT T-BDO-922-1155.ALL ,• /At.. - i t`.'. J� 9. THE CONTRACTOR IS SOLELY RESPONSIBLE TO DETERMINE GON57RUCTON UTILITIES SHALL BE IDENTIFIED µD CLEARLY MARKED PRIOR TO ANY 0 EXCAVATION WORK.CONTRACTOR SHALL MAINTAIN µD PROTECT L f {I PROCEDURE µ0 SEQUENCE,µ0 TO ENSURE THE SAFELY OF THE IX15TNG MARKED UTILITIES THROUGHOUT PROJECT COMPLETION. {j, '� 0-3 OEIAIt STRUCTURES AND RS COMPONENT PARTS DURING CONSTRUCTION.THIS ,• N :`L 1 \ �� l A TITLE SHEET INCLUDES THE ADDITION OF WHATEVER SNORING,BRACING,UNDERPINNING, ETC. 21_ COLOR SHALL COMPLY WITH OWNERS ENVIRONMENTAL ENGINEER ON ,. } ' •K ( "RR `� �F ''<• 1 THAT MAY .E NECESSARY. MAINTAIN EXISTING BUILDING'S/PROPERTY'S ALL METHODS µD PROVISIONS FOR ALL EXCAVATION ACTIVITIES 1- '•� ram' !- y W C B-1 LlE fCIBAMTTc oTA01YW ND Ed1E5 0 OPERATIONS, DOORDINATE WORK WITH BUILDING/PROPERIV OWNER. INCLUDING SOIL DISPOSAL ALL BACKFILL MATERIALS TO BE PROVIDED BY ' _ •i./ .' L a [-2 UE ww"°MORAY p THE CONTRACTOR. Is. A �•_-_L.t ,�\ 4{ ITNNI - >rd E-7 I riPgIL ELECTRICAL BEMRA B T-1 ■NAM AA1 M E ------------- Y C S! s g 99 9 M N t t My ~YY y r HUM S 3 3 � r1i Z Tn MIX A P Ix sill 11111 q g g g m � v 8 ^0 8 ^v 8 N F ;I i� Z RIM o p � i Z5 w 'I SIX l a _ � ll jj $ � 1 s� P. Mill i u jig Jig lie All NIX 4! I� e = 4 : Iq a Al £k "gyTA p $g 4jig tam lRRR is 'I gill A b JAI fill Im 90 : la y A, Y 111 oIla R II $�$ E, R it I I g tt AT&T MOBILITY C=NT ,�.� m PRDDRti DRXREF7t 'Z m �'�_ RMMM CDM4lRNCwT�DMe scam m m R SOUTH WINDSOR SAND HILL RDA CTM—LTE.30 WC8 Uool maw�u 0 1r D Z FJ w 02 hm Q� m AI BMO M1 ROAD awfoacf"" 0 r♦ nw a m Dnq 00NSfR11LigR 0RAM1 -ISSUm FDR UCi10M RlV. onrt eY o.'o ev 1 6 TOP Of[%'STING MONOPOLE U "• El StBB'AG.4 4 EXISTING METER BMxtS,TYP B ,$,-lAT3,ro•AGA.S ki ANTENNA ___—_ EXSTING AB-OM-C CABINETS,R ATOP fa,O SUB-ON-GRAD[SHELTER (fiY OTHERS) i EXISTING COMPOUND ACCESS CATE 1.' T EXISTING CHAIN—FENCE AT _ PEWMETER OF COMPOUND ` b EXSTINC 5188'TALL MONOPOLE TOWER s Ji EXSTWC EWR'MENT,IYP.(BY OTHERS) n r iI EXISTING COAX CABLE ICE BRIDGE.,YP o (BY OTHERS) E��ryS 1}11 p,. 1 € r G12 rR' &• • EXISTING EWIPMEM SHELTERS,1VP S (Br OTHERS) EXISTING 2188'TALI MONOPOLE EXISTING AT&i C.CABLE ICE BRIDGE EXISTING AT&T CABLES ROUTED I I �i O.T &t INSIDE MONOPOLE I I • ExtiT11D ATtT Eg1PMENf SHELTER � _____ ��EI.MVP1�2E NOTM,. TOWER sTRucTIRIAi ANALYSIS SIGNED AND l k---_--- X- -- E/r.A�eCom x�__—%—_._X—_-k— _ PI SEALED LX330S BY A HE STATE O EODNINER TO BE ED IN THE STATE TO CSTALLA ION TO THE WOMDON PR10R ro OOD14AT10N Of THE ADDITIONAL TOWER LOAORM. DEPICTED HEREIN. ry.' R comp W mp © yp 2. ALL ANIUNlS AND COAX ro BE R4FAl1ED �r 0' `•AN IN ACCORDANCE WITH STRUCIURM. I sGIE:1/k• /•-0• TRUE III ANALYSIS T'Rt7VI0ED Z SBA TOWEAA ROBIN 1-•# j38. r OORP.AID F1IAL ATlT RF DATA SLEET. I Z gal E 1. OTHER CARRIER EOLVI NOT SHOWN I U FOR CLARITY 2. 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ALINIAIIETA _ANTEMM RRU DUAL IYNEL MOUNTMA2: ERC590N MODEL' �-32 . 12.DS .7.Ob Stt— 12 FRONT: 36. MIN. EOUINEIR OYDMON5 RIND DOIAPNENT DIMENSIONS 1NDGTf 1.1CONTII CMR TO COORDINATE FINAL EONPWl!XT MODEL SELECTION WITH AT&T OD QSM12-2 GUNTEL NAM SITE MR)t 27.751.a.sw.a.7b 77.D'N.12.Ow.e.6b 111.D-I85 PANE MO.: RRIASY CONSTRUCTION MV&%M PRIOR TO ORDENNO. MICSSON RRUS V DETAL ri'� Pwrosm w e m DETAL r,3 WM DUAL SIMNEL MOUNT MAL C-3 SCALE:NITS C_} NOT TO SCALE e+iy RAYCAP D06-/e-M-1e-W ----- aut OVER VOLTAGE PROTECTOR WITH DOME CO.QR --- EMPtE i telecom MIN.2'TO MAX a' GALVANIZED PIPE �SECUtwG u i 11,l11 t ---CUP FOR ATTACHING S. o J RAYCAP SUPPLED 006(OVP)TD BAY T POLE MOUNTING ASSEYBLr(Y ryIP� 4`KEE M/OQS— 0 ) As 3U 0 1 -- RAYCAP SUPPLIED m co A C� BASE ASSO6LY �. 0 L_-_ PORER CAEBE �JI HCRESS PCRfS-- I CABLE TIE BAR Q LOw BAND CDYINER 1 S/B'S 1.-0 O/e' INPLESER TIIRIO ELEVATION CQUI,E„T o olsaNs wDa1 CONE rA¢tR eTi.6.Nw.e.2b 1e.0 IBS. WE: 04 16 NIBS MODEL D000061 PIV51-2 /�/ SCALE AS Now 1. RAYCAP VIA AT&T SUPPLIES THE DC6 DYER VOLTAGE PROTECTOR AND PPE MOUNTING tg= JOB NO. 1em031 9WCKM.SUBCONTRACTOR 104A L SUPPLY TIME PPE- I. CONTRACTOR 70 COORDINATE FINAL EOLAPMENT MODEL SELECTION RON AT&T CONSTRUCTION MANAGER PRIOR TO ORDERING, 4 RAYCAP DIM MOLMM MTAL r51 N51 KAELM DBCWSF -2 DETAL DETAILS C-3 SG4L:5'- 1'-D' \,tv SG4E NOT TO SCALE C-3 ■NMI Iv 1 M (T F cT paro P g P PYfNN � �r ��c ���' every R om all -N 1 IR J� I ifQ •� r file, 1, -_ a Q I it $ Y ^p 6 g I II UI a� s 4_3 a I I € 4^o pPPy gggg gw y pyyf yy � F` P 2- y P yN s,iy 2N yN L=y P 2P P t� N f N N pig �N gall 19, R A -All el iFAl, 11 i lIi, I Ai c F a Il 3 43 F � $r �g�d F}� t� 110Ijla 1 I1llI, ' yy H S tt R > a �{ vQi F Al R f F sit . < � � �'�ygg € � : (� fir. � � u < 3 Ra $ € 1A iREI Rp g 11 All ll all 11 j mi i M g I la a I{a IF i I � a $ a AT&T M 0 B 1 LITY C=N7�C-�—•• "`°"�"O10Nm'ems• MO wFu[es COMMUWAn s FACUR C--- T—= 9 m aaw I = A q SOUTH WINDSOR SAND HILL RD C M-L'MxureaROAD eoutt+wweo�t cr OW4 ....aM.�a fl1 ,roR•�a1� a 0{19 le iuWJR oMo C014iRUCfIpM oR.WIRC9- IeSUm FOR C MSfRVCIICN aE.v, aic auwR ev wco er DCSCPWnMM i A/B/c1 ` `- 700 BAND 8 DC-LINE 2/C SHIELDED POWER rc m a g (NME 3) CABLES (B TYP) a F TO CRCB SECT" TO LRLB SECTION [RpSSON AWiN t '� CABLE g $ y'F T; E SEE NOTE ALARM 2 AWG 2 AWG `'�`� DC-A/e/c-7oD , g NC e/C S41MM POWER RACK'P'GROUND BAR RACK T GROUND BAR C i{i<+ _+ �E C( (NOTE 2) (NOTE 2) ' Oyi DC SURGE PROTECTION SNELE—P DC, RN I p# (MOTE:2) * + [E�© TO GROUND TO RACK'1' GROUND BAR CPS-01 RRUS-32 SIC (NOT[:2) - - - NC 190e0 D ,a L SAU 6 AWG I (1)2/C Nfq POWER c CABLE V 6 MrG — c -4eV TERN IN I -_—TO RACK'P- BK/BL BK ! GROUND BAR VAD(NOTES 2.7) REAR I I RD/BL _ RD U y < r A B r NTR CABLES (12)I/C POWER CABLES BK/EA C Y ❑OrJ' ❑O�OO ❑OO❑ ) + - I I RD/� - - ❑ ❑ BK/OR DES-1 BK I +e _i RD/OR RBER I. POWER DISTPoBUTRIN + RD 81/OR INTER AN SURGE PROTECTION eeol NOTE 2 RC/OR + PAYCAP DC6 F1BER POR75 / w4vN (NOTE(S):3) DC-A/B/C-1900 0000❑a o❑❑o ❑o - - R° - BK/CAN 2 AWG E6q PORTS RD/GN - TO GROUND yrp�yr 1 23 I S 6 o115-KI + - - at&t ❑00❑❑❑ C]❑O❑ -46V _ >1 _32 EMPIRE AM& telecom -4BV DC POWER ANT -2AWG R D5TRr9NrON PANEL ro ceouNO Dc NvB/D-wa b 8 I I I SEE G Z6 CRCEI 2/C 6 TTP ELDED,POWEL OIBIES Q 1 LTE WRNG DIAwm TO GROUND = E-2 NOT 10 SO" 7 Z g• J Q $ o � r LTE W►iq DIDIAGRAMNCNIE8 'q 0 1. LABEL THE DC POWER CABLES AT BOTH ENDS OF EVERY WIRE AND IN ANY PULL BOX IF USED, LABEL SHALL BE DURABLE, SELF ADHESIVE, WRAPPED LONGITUDINALLY ALONG THE CABLE AND STATE THE SECTOR, FREQUENCY BAND AND E POLARITY,LE.'A-19DO+'. CABLE AND WIRE LABELS SHOWN ARE REPRESENTATIVE AND MAY BE MODIFIED AS DIRECTED BY AT&T. ra 2. INSTALL ON BASEBAND EQUIPMENT RACK. 3. THE BARE GROUND WIRE OF EACH MULTI-CONDUCTOR CABLE SHALL BE CONNECTED TO THE 'P'GROUND BAR ON THE F--' RACK.WHEN A SHIELDED CABLE IS USED,THE DRAM WIRE ALSO SHALL BE CONNECTED TO THE -P-GROUND BAR. Q 4. CABLE GROUND WIRE AND SHIELD DRAIN WIRE TO BE LEFT UN-TERMINATED AT RRU AND DC POWER PLANT. S. SEE LTE SCHEMATIC DIAGRAM DETAIL I/E-1 FOR BREAKER RATING. E t_ c DATE a/De/te `L SCALL AS NOTED S !OB M0. IB°0031 StSS LTE WIRING DIAGRAM E-2 L� tE t 1 ANIENIN MOUNTING PIPE (GEE NOTE 3) 1 TO ANTENA raWER ANTENNA GROUND OR TOP EACH INN CASNL7 SHALL E GROUNDED IN M OF TOWER SEE SCHEMA71DIAGPAM c SYSTEM ON DRAWWINGE 3 ANTENNA Qp S 1. AT TO:�� (SEE NOTE 3 E 14 1. AT TOP OF E F THE (s 2. AT NO/f fllE Qi M DIBEf. � ) 2 LUC � D 1 0 QFXxm KO I TOWER INOIR(TED IL 0 7/1 S' e / e® EQUIPMENT,TYP. a 2 0 a£ M/gam or TV.) AFPIIESEOL 3 �o e e e`o e7p /D MMMATED ANT�I�OE GROUND W CAPS RECIAOM ECT.) YUe e o Q101 SEE NOTE 1 0 G /6 ANC COAX CABLE GROUND WIRE CG1GAL CAME (IMP.FOR ALL) YO TO NEXT BAR(TYPICAL)GROUND G ON CONNECTOR . AT10 I..LV�I7LA G COA)mAL CABLE G G—. NOW 1 MG Nf(SEE r _ 1. TINED COPPER GROUND VA 1/1'e 11 20 10 EQUIPMENT BULDSB CARDING WIRE IgTE 1)T'R. Pn0TEc10R G MEN ON INSTRUMENT NSTT�TLuc CO.HOLE Nib TD w7C/1 NA IIMY OR CEBAIDGE TOER EplNMigN TO AT GRGROOU D BAR m or G GROUND cOR%NL GBIF gi E3WSIIA / .' TOWER J BAR /I INK:GROUND 2. INSULATORS,IVEUfON INSTRUMENT CAT.NO.2. CABLE(v MAR /2 Ara 3061-4. OFAM R03E5 DSTAN�) /2 AWG TO 1. BOND COAXAL CABLE GROUND KITS TO EACH AOARI GROUND 3. 3. .NO 101 MASEERS,NEWTON INSTRUMENT CO. C S610R 01p1IO CAT.N0.]O1S-B. __—__ __—j KOM FROM ANTENNA TO SHELTER OWMEFrS GROUND BAN ALONG ENTIRE COAX RUN ���� NIU(lA'P). BA SECTOR CROUO 1. EIML MOUNTING A- BRACKET,IElllTl INSTRUMENT W. 2. DOW ALL EQUIPMENT TO CFOUHD PER NEC AIKI 1.CAT N0.A-BOSS. 1. LNUMSEROCAMO A GROUND BUS UAT WRY DEP Pro." TI M TYPE OF TOWER, MANUFACTURERS SPECIFTGTCNS. N%IdlID MIME ro GR01ID BAR AT S. SGWRESS STEEL SECURRY SCREWS. L.orwTaN AND WII•i.CCRON ORWd7gN.MOYOE AS EDlAlim. TOWER BASE 2. A SEPMAIE GROUND BARTO BEUSEDTOR CAPS ANTENNAOFRFpUWkD. 3. DETAIL S TYPCiAL FOR ALL ANTENNA SECTORS, lN.CPS ANTENNA,rRM POLE MOUNT cRounnMo 3 GROUND BAR DETAIL �1 ANTENNA CABLE GROUNDMG-TOWER TYPICAL ANTENNA(MOUNDING DETAIL EM E E_3 NOT TO SCALE E_3 NOT TO sGLE E-3 1KR TO scuE E_� NOT TO scQE telecom g uI TeNUY[W FROM ANTENNA w; - 1Z. � VE .N111PER REOUEED �A ' ONLY WHEN 1 V.) KO AND LARODI(TV.) GROUND YE _J � (- (SEE KIT(TIP.) DABLEVWE (SEE NOTE) O cotal cm LWEA WGTLERPROOFMG KO /S ANG STRANDED COPPER GROUND M.) ANIpIN1 CABLE TO WERE(GEOUICABL 10 GIIOUND MR) CABLE TRAY(TIP.) (STN16MD CAREMMVE p101MON1G I(It) L] CABLE GROUND KIT I f�NtrlMnwlO d 00S AVA CAMEUAME WEATHEIIPROVING KIT .. CKME GROUND BAR ANTENNA CAME FROM ANTENNA SUPPOR MOUNTED SBrAR 70 EL - ------------------ FRAME SUPPORT ANTENNA TENR/BELG' ANTENNA 1 1/1"Ow VAX. 3 3 1" S" COPPER DRONING WIRE 70 WNtE CIGE/MW5 ENCLOSURE DOE: 04/06/18 "m SCALE AS ROim I. WI NOT IN TO CABLE GROUND Nff A7 A BEND A ALWAYS pRECf GROUND JOB IUD. 10CM-M 1. DO NOT INSTALL CABLE GROUND KIT AT A SEND AND WIFE DOWN TO CIGBE ALWAYS OFECT GROUND WIRE DONN TO GROUND BAR. �7]RF PLLUN DIAGRAM r6�COMECTM OF GROLM WWES TO BAR 5 OUN I TAL DETAILS CABLE CiR G D N DE ELECTRICAL E-3 Nor TO SCALEE-J NOT 70 SCALE DETAILS E-3 M)T 70 4GHE DmO, -3 j eTe 19 l � o03s �- 1 clear wireless broadband 4400 CARILLION POINT KIRKLAND, WA 98033 CW ID: CT-H FDO019A SITE 151 SAND HILL ROAD ADDRESS: SOUTH WINDSOR, CT 06074 Issued for: CONSTRUCTION VICINITY MAP GENERAL INFORMATION PROJECT SUMMARY SHEET INDEX L\RECTIOSS TO SITE :",ID CLHF:)VtA SH DESCRIPTION RcV. '.INTERSTATE ASA. AREA OF CONSTRUCTION: 10$0.FT WITHIN EXISTING COMPOUND NO. NO EXIT N63-CT-30 TOWARD CT-0a B 14yNDSOR. 1 TITLE SHEET { SITE NAME: 6`MNDSOR PD G ].KEEP RIGHT MERGE ONTO CT-]O B/OB NG ST I TOLLNO TURNW. NO HUMAN OCCUPANCY I.TURN RIGHT AT CT.1D4 W 19ULHVAN A SITE ADDRESS: 151 SAND Hlll ROAD 2•2 SITE LAYOUT PLAN 5.TURN RIGHT AT SAND HILL ROAD.151 SAND MILL RD ON THE RIGHT. NO CHANGE IN SITE,USE,EGRESS OR OCCUPANCY SOUTH WNDSOR,CT W74 APPLICANT PROPOSES A'EIECOMIdUNICATIONS FACILITY,AND IT IS NOT INTENDED FOR LATITUDE:N 11°50 09.5'(NAD 83) C•3 ELEVATION VIEW&DETAIL SHEET PERMANENT EMPLOYEE OCCUPANCY.THEREFORE.POTABLE WATER.SANITARY SEWERS. LONGITUDE:W 72'33'07.7(NAD 63) C•4 DE TAIL SHEET AND ADDITIONAL-SITE PARKING IS N07 REQUIRED. - C-S DETAIL SHEET - THIS FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR MAINTENANCE PROPERTY OWNER: SOUTH MNDSOR TOWN OF%POLICE FACILITY AND SHALL BE MONITORED FROM A REMOTE FACILITY. 151 SAND HILL ROAD E-1 ELECTRICAL 8 GROUNDING PLAN CONNECTION REQUIREMENTS FOR ELECTRICAL AND TELEPHONE UTILITIES ARE TO BE SOUTH MNDSOR.CT 06074 E-2 ELECTRICAL DETAIL SHEET DETERMINED BY THE APPROPRIATE UTILITY COMPANY, APPLICANT: CLEARVdRE 44U CARILLION POINT j GENERAL NOTES: KIRIQMD,VIA 98033 APPROXIMATE I. CONTRACTOR SHALL VERIFY ALL PLANS,EXISTING DIMENSIONS i CONDITIONS ON THE SITE. SITE LOCATION CONTRA;TOR SHALL NOTIFY CLEARWIRE RE PRE BENTATIVE IN WRITING OF ANY TOWN OF SOUTH WINDSOR DISCREPANCIES BEFORE PROCEEDING WITH THE WORK FAILURE TO NOTIFYCLEARV41RE WLDNV BUILDING DEPARTMENT REPRESENTATIVE PLACES THE RESPONSIBILITY ON THE LXATRAC-TOR TO CORRECT THE DEPT: DISCREPANCIES AT THE CONTRACTOR'S EXPENSE, 860641.2511 EX13V 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE STATE,COUNTY.OR LOCAL GOVERNMENT AUTHORITY. 3, THE CONTRACTOR SHALL KEEP THE GENERAL WORM.AREA CLEAN AND HAZARD FREE DURING CONTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS,RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY.PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPLITS,DUST,OR SMUDGES OF ANY NATURE THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENT$AS THEY APPLY TO THIS PRO.ECT ... NUR ADDITIUNAL NOTES AND DETAILS SEE ACCOMPANYING DRAWINGS. �i7{I• I.Fe IATA DATE: APRI',1a.410 E S W I N D SO R PD SIT.*y �•�Q�cor�� �,{I BDAL clear . . rPI��TAP AL . DBS WN BY SEP DICESARE BENTLEY NO -0 1 CT-HFD0019A CLEAR WIRELESS, LLC 1 D5"10 REVISED A00 PS TITLE SHEET -- JOB NO oe3,5 EN(ANEERS/.SURVEYORS/PLANNERS T ar2rJITD REVISEDRFDATA sEP PB BREETNo: 151 SAND HILL ROAD 4400 CARILLION POINT NO DATE DESCRIPTION BY CHK APP,D y h 3Q34 �l'+�� /'1_ KIRKLAND.WA 98033 REVISIONS ,i'+� CO r�Vl�' 1 _ 1 10(1FORTH[LL120AD GROTON,CT06.'i-10 SOUTH WINDSOR,CT CCIPYRIGHT® TM '*A`�A'g 'ETME°a°�ERTM°FTHEE"°/eER"`oM"vEer� V ,,�,_ PREPA0.EP EPEGIF�CWV G OR THE U~FG.TF�PPROJECT ATTH�B 04M Nw PHNS I'V•T.DBE V NEFX(�c M99 'N4SAR- INC., � y��rTO BE U6EO TO _otTHER RIRPOBE.L6GATIONOROWNE I V/,T T pyy(j No nf+MTts.Ct DEN CONIIENT OF THE(iN Es S t •. a t _ � NOTES: L'I II,I� 1. REFERENCE IS MADE TO PLANS TITLED:"POCKET SMART WIRELESS,HFCT1282A,SBA CT07824-1 S. WINDSOR MONOPOLE,DATE:09.08-08,VRG VERTICAL RESOURCES GRP..420 BOSTON TPKE, L•bngr,Po,.SEH SHREWBURY,MA.' r.'F-rF TELEPHONE 2. PLAN IS BASED ON THE REFERENCED PLAN PROVIDED BY OWNER AND LIMITED FIELD MEASUREMENTS N I \ TAKEN BY DICESARE BENTLEY ENGINEERS. r' i 3. NORTH ARROW SHOWN ON PLANS IS FROM THE REFERENCED DRAWINGS AND IS NOT WARRANTED TO BE ACCURATE. CONTRACTOR SHALL VERIFY NORTH AND INFORM OWNER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. IH\_I r.hlJl.l. r—• • 4. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE N E / APPLICABLE SECTIONS OF THE SPECIFICATIONS.IN CASE OF CONFLICT BETWEEN THE REQUIREMENTS u., I AND THE DRAWINGS CONTACT THE OWNER. T!A'=11F F="Ir•"r.T S. THE FACILITY WILL REMAIN IN FULL OPERATION THROUGHOUT THE CONSTRUCTION PERIOD.THE r e nn I F.,'il` CONTRACTOR SHALL.PROVIDE SAFE ACCESS TO ALL EQUIPMENT AND WORK AREAS,TO AID IN u_ I a'L MAINTAINING SITE SECURITY,THE CONTRACTOR SHALL COORDINATE THE ACTIVITIES OF WORKERS WITH THE SITE MANAGEMENT.THE CONTRACTOR SHALL PROVIDE NOTICE TO THE SITE MANAGEMENT s OF NEW ACTIVITIES AND DURATIONS. F r 71L1,111:T n• F•' I S. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE ,Lc I n,I.I,t I OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS.THE CONTRACTOR SHALL F I'Tr; I FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. I• NEW CLENtWIRE PANEL L 11 I'u.T ANTENNAS(1 PER SECTOR, 7. R IS THE OWNERS RESPONSIBILITY TO VERIFY THE STRUCTURAL CAPACITY OF THE EXISTING TOWER �,ti l.L I Pius TOTAL) CCRow�DISHHEES AND ITS FOUNDATION TO RESIST THE WIND/GRAVITY LOADS FROM THE NEW ANTENNAS. 0 155•RAD CENTER o I S. ALL FIELD CUT METAL WILL BE SCRAPED OF ANY RUST AND COLD GALVANIZED. 9. RUBBER CAPS WILL BE PLACED ON ALL EXPOSED UNISTRUT ENDS. `1 4 10. ATTENTION IS DIRECTED TO FEDERAL,STATE AND LOCAL LAWS,RULES AND REGULATIONS CONCERNING CONSTRUCTION SAFETY AND HEALTH STANDARDS.THE COMPANY AWARDED A CONTRACT SHALL INSURE THAT ALL WORKERS WORK IN SURROUNDINGS OR UNDER CONDITIONS WHICH ARE SANITARY,AND ARE NOT HAZARDOUS TO HIS/HER HEALTH OR SAFETY.PRECAUTIONS SHALL T n' BE EXERCISED AT ALL TIMES FOR THE PROTECTION OF THE PERSONS AND PROPERTY.If IS nI`'u,l MANDATORY THAT THE SAFETY PROVISIONS OF APPLICABLE LOCAL.LAWS,OSHA REGULATIONS,AND BUILDING AND CONSTRUCTION CODES BE OBSERVED FOR ALL CONTRACTORS AND ANTENNA RIGGERS. l A ill; 11. THE CONTRACTOR SHALL PROVIDE SANITARY FACILITIES FOR THE WORKERS AS REQUIRED BY OSHA 1 AND AS PER REQUIREMENTS OF THE LOCAL HEALTH DEPARTMENT. ",•'l•I I 12. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND COMPOUND GROUND HALO IS UNKNOWN. I \ CONTRACTOR SHALL DETERMINE ALL UTILITY 3 GROUNDING LOCATIONS AND SHALL COMPLETE THE NEW CLENtNEX IEL Y0 RIDGE s INSTALLATION OF NEW CONDUITS AND GROUNDING SERVICE WITHOUT INTERFERENCE OR DAMAGE TO 1 IN EXISTING NEXT T ICE BRIDGE EXISTING UTILITIES AND GROUNDING. w i• NEW CLEARWIRE 1 L•r-u+„ EACH IHNERDUCT TO CONTNN: 1 �r+_>al GP8 ANTENNA 1 (1)1 M'FIBER CABLES FOR ANTENNA PANELS; MOUNTED X F F-" (t)srr POWER CABLE; 13. THE CONTRACTOR SHALL MAINTAIN IN PROPER OPERATING CONDITION EXISTING UTILITIES.IF SIDE OF NEXTEL 1 (I)ut COAX CABLE; STRUCTURE 1 I TEMPORARY UTILITY SERVICES ARE REQUIRED,THE CONTRACTOR SHALL SEE TO IT THAT THEY ARE T' 1 L I.. L I• PROVIDED,AT NO ADDITIONAL COST TO THE OWNER AND IT SHALL BE HIS RESPONSIBILITY TO MAINTAIN i ;,;T LL' i SUCH TEMPORARY FACILITIES FOR THE DURATION OF THE PROJECT OR AS NECESSARY. 1 E I^T•r.., EL_,TLV.LF I.rr / 1 1 SCOPE OF WORK: NEW CLEARWIRE OVERHEAD NEW CLEARWIRE rr 1 =.1,ru,.:I.r TFI • POWER SERVICE CONDUIT Inn I LJ'IE r,ILNIr I P,Tcnn.NF.r, POLYPHASER THE WORK INCLUDES: t'•.-FFF V• .'.IF EXTENSION I------------------L__L______ +='-'1----`---`i""'-"'--"" 1, FURNISHING ALL MATERIALS,EQUIPMENT,LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NEWCLEARWIRE �--Tt U1R_--�' I NECESSARY TO COMPLETE THE WORKIPROJECT AS DESCRIBED HEREIN. OVERHEAD Fc I 1 1 1— I i i 1 ;1: CABLE LADDER 1 :1 i •` h `'-' j 2, INSTALLATION OF AN EQUIPMENT RACK SET IN THE NEXTEL SHELTER APPROXIMATE LOCATION 1_ •-r I LI T� __ I OF NEW CLEARNIRE r _ _ _ EQUIPMENT RACK 3. INSTALLATION OF NEW PANEL AND MICROWAVE ANTENNAS ON THE EXISTING MONOPOLE. BV NEXTEL EQUIPMENT SHELTER L,; c.„r;[au`•.,,. i 4. EXTENSION OF ELECTRICAL AND GROUND SERVICE CONDUCTORS/CONDUITS FROM THE EXISTING BREAKER PANEL TO THE NEW EQUIPMENT RACK VIA OVERHEAD CONDUITS.. S. EXTENSION OF ANTENNA CABLES FROM THE NEW EQUIPMENT RACK TO THE NEW ANTENNAS VIA OVERHEAD CABLE LADDER AND ICE BRIDGE. i 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE C �IN I MANUFACTURERSNENDOR'S SPECIFICATIONS UNLESS OTHERWISE NOTED OR WHERE LOCAL CODES rlrl.' LAINLNN OR ORDINANCES TAKE PRECEDENCE. , �L-II L:i II f'L', 'MILL-I, H[NC[ NOTE: 'CALL BEFORE YOU DIG" STRUCTURAL ANALYSIS MUST BE PERFORMED BEFORE 1-800-922-4455 INSTALLATION OF NEW ANTENNAS. STRUCTURAL �—• • ANALYSIS PROVIDED BY OT HERS. SITE LAYOUT 1 s D s 10 SCALE Ty GRAPHIC SCALE IN FEET `t�\11y�iill/'flj��ft' DATE:APRIL 19,2110 SWINDSOR PD o �,,. coE,�,� SCALP.AS l E clear w"re ,1 .1N y E91GNE6 BY 8EP/PB t'. 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U COPYRIGHT r EPAREna F AUY FOP THE OWNER FOR TH,t PRwEc AT TH 1E.vo "•r••+•'F•,�I�,1 t^' PH(8W)448-0400 FX(860)44"999 DICESME•BENTLEY MENDTT0ZgU;fDFDRNrrOTHERNaHMl.l6OAT NDaowN i�lrHour }`A� �"\trkr� WWW.DBENGINEERS.COM ENGINEERSjW. WRTTEN CONSENT OF rHE V4NEER- JI/I /t1 DWG— ELECTRICAL SYSTEM NOTES: GROUNDING SYSTEM NOTES: 1. THE CONTRACTORS SHALL FURNISH ALL LABOR MATERIALS.EQUIPMENT,TRANSPORTATION,SERVICES AND S. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE VAT"ALL APPLICABLE BUILDING CODES AND LOCAL 1. THE GENERAL SYSTEM SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC 10. ALL UNDERGROUND GROUNDING CONNECTORS ARE TO BE EXOTHERMIC WELD(CADWELD). APPLIANCES NECESSARY FOR RECENANG INSTALLING.TESTING AND ADJUSTING ELECTRICAL WIRING FOR A ORDINANCES,INSTALLED IN A NEAT MANNER AND SHALL BE SUBJECT TO APPROVAL BY CLEARWIRE CODE OWNERS STANDARDS AND ALL OTHER AGENCIES HAVING JURISDICTION COMPLETE AND FUNCTIONALLY OPERABLE INSTALLATION AS SHOWN ON THE DRAWNGS AND AS SPECIFIED TECHNOLOGIES,INC REPRESENTATIVE. IT. ALL ABOVE GROUND CONNECTORS ARE TO BE MECHANICAL COPPER COMPRESSION LUGS HERE IN,THE FOLLOWNG ITEMS OF WORK ARE TO BE INCLUDED: 2 THE CONTRACTOR SHALL INSTALL THE GROUNDING SYSTEM AS INDICATED ON THE DRAWINGS AND SUPPLY 1. CONDUCT A PRE-CONSTRUCTION SITE VISIT AND VERIFY EXISTING SITE CONDITIONS AFFECTING THIS WORK. ALL EQUIPMENT NECESSARY FOR A COMPLETED INSTALLATION,THE SYSTEM SHALL BE TESTED AS SPECIFIED 12. USE ANn OXIDATION COMPOUND ON MECHANICAL,DOUBLE-LUG GROUND CONNECTIONS ELECTRICAL SERVICE REPORT ANY OMISSIONS OR DISCREPANCIES FOR CLARIFICATION PRIOR TO THE START OF CONSTRUCTION. HEREAFTER AND ADJUSTMENTS MADE AS REQUIRED. GROUNDING SYSTEM 13. GROUNDING SHALL COMPLYWITH NEC ART.250. OPERATIONAL TESTING. 6. PROTECT ADJACENT STRUCTURES AND FINISHES FROM DAMAGE REPAIR TO ORIGINAL CONDITION ANY 3. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING NETWORK AND DAMAGED AREAS. SUBMIT TO THE OWNER COPIES OF TEST DATA TEST EQUIPMENT SHALL BE APPROVED FOR THE PURPOSE BY 14. GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS COAX CABLE GROUNNNO - 2. DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC AND DO NOT NECESSARILY INDICATE THE ACTUAL THE OWMHER KITS SUPPLIED BY CARRIER F LOCATION OR ROUTINO TO COMPLETE THE INTENT OF THE CONTRACT AND FAULT CURRENT LEVEL OF EQUIPMENT.PIPING OR DUCTWORK DRAWINGS SHALL BE FOLLOWED AS CLOSELY S. CONTRACTOR TO CONFIRM AVAILABLE CAPACITY AT EXISTING UTILITY PEDESTAL INCLUDING SERVICE SIZE AS CONDITIONS ALLOW A, MEGOER VIBROOROUND,OR EH]UMALEFR FOR EARTH•RESISTANCE TESTING SHALL BE USED. 13, USE 06 COPPER STRANDED IMRE VA7N GREEN COLOR INSULATION FOR ABOVE GRADE GROUNDING(UNLESS OTHERWISE SPECIFIED)AND S2 SOLID TINNED BARE COPPER WARE FOR BELOW GRADE GROUNDING AS 9. REOLINED ASBUILT6 ARE TO BE DELIVERED TO A CLEARWIRE REPRESENTATIVE. 10. ALL MATERIALS SHALL BE NEW CONFORMING WITH THE NEC.ANSI,NEMA,NFBU AND THEY SHALL ALL BE UL 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING THE GROUNDING SYSTEM FOR CONTINUITY TO INDICATED ON THE ORAVANG, LISTED AND LABELED. GROUND,ALL EQUIPMENT AND METERS SHALL BE SUPPLIED AND ALL TESTS MADE BY THE CONTRACTOR IN Y A. IN GENERAL,THE INDUSTRY STANDARDS PREVAIL AND IN PARTICULAR,ALL WORK PERFORMED BY THE THE PRESENCE OF CLEARWIRE.TEST EQUIPMENT SHALL BE APPROVED FOR THE PURPOSE BY CLEARWIRE. 16. ALL GROUND CONNECTIONS TO 8E BURNED HYGROUND COAiRESS10N TYPE CONNECTORS OR CADWELD CONTRACTOR SHALL BE IN ACCORDANCE WITH THE FOLLOWING CODES AND REGULATIONS: 11. ABOVE GROUND CONDUIT SHALL BE HOT DIPPED GALVANIZED RIGID STEEL CONTRACTOR SMALL SUBMIT COPIES OF THE TEST DATA TO CLEARWIRE. EXOTHERMIC WELD.DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL. A LOCAL CODES AND ORDINANCES INCLUDING,BUT NOT LIMITED TO,THE REQUIREMENTS OF THE LOCAL 12. UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PLASTIC PVC. 6. TESTS TO BE PERFORMED 17. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE,EXCEPT AS GOVERNING BODIES OTHERWISE INDICATED.GROUNDING LEADS SHOULD NEVER BE SENT AT RIGHT ANGLE,ALWAYS MAKE AT 13. CONDUCTORS SHALL BE COPPER,STRANDED BOO VOLT RATED INSULATION AT SOP F.USE TYPE THYAN FOR A CONTINUITY FROM MOB TO GROUND RING LEAST 12'RADIUS BENDS.AS WARE CAN BE BENT AT 6•RADIUS WHEN NECESSARY. B.-HE NATIONAL ELECTRICAL CODE(NEC) UNDERGROUND APPLICATIONS,DEVICE APPLICATION AND SIZED AK AWO AND LARGER.USE TYPE THHN FOR S.CONTINUITY FROM ANTENNA GROUNDS TO ANTENNA GROUND RING SIZE 012 AWO THRU 68 AWO AND LARGER.MINIMUM SIZE FOR POWER WIRING SHALL BE 012 AwoO C.CONTINUITY FROM COAX GROUNDS TO ANTENNA GROUND RING 13. CONNECTIONS TO GROUND BARS SHALL BE MADE MTN TWO HOLE COWRESSION TYPE COWER LUGS.APPLY C.THE NATIONAL ELECTRICAL SAFETY CODE(NESC)OF THE AMERICAN NATIONAL STANDARDS INSTITUTE. 0.CONTINUITY FROM ANTENNA GROUND RING OR EQUIPMENT GROUND RING TO GROUND ROD OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. 14. PROVIDE GALVANIZED COATED STEEL BOXES AND ACCESSORIES OF REQUIRED SIZES TO ACCOMMODATE ALL D.UNDERWRITERS LABORATORY STANDARDS(UL)OF THE NATIONAL BOARD OF FIRE UNDERWRITERS. DEVICES AND WIRING. THREE SETS OF TEST DATA TO BE REGORGED AND SUBMITTED TO CLEARVARE. 19. APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE GROUND CONNECTIONS E.THE LOCAL ELECTRICAL UTILITY. 13, ALL FEEDER CABLES SHALL BE TAGGED AT TERMINAL POINTS AND IN ALL BOXES SAFETY SWITCHES SHALL 7. ALL DETAILS ARE SHOWN IN GENERAL TERMS.ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY 20. BOND ANTENNA MOUNTING BRACKETS AND COAXIAL CABLE GROUND KITS TO FOR PLACED NEAR THE HAVE NAMEPLATE DESCRIBING FUNCTION,PURPOSE OR EQUIPMENT CONTROLLED, VARY DUE TO SITE SPECIFIC CONDITIONS. ANTENNA LOCATION, F.THE NATIONAL FIRE PROTECTION ASSOCIATION(NFPAI 18. CONTRACTOR SHALL BOND ALL EQUIPMENT TOGETHER S. ALL GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER 21. TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION. S. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PERTAINING TO HIS WORK AND ARRANGE FOR INSPECTIONS AND LISTS.HE SHALL PAY FOR ALL PERMITS,INSPECTIONS AND CHARGES IMPOSED BY THE 17. WHERE NOT SPECIFICALLY CALLED OUT IN THIS SPECIFICATION,THE MINIMUM STANDARD OF THE NATIONAL 6. GROUND SYSTEM MUST BE TESTED AND SHALL HAVE A RESISTANCE OF 6 ONMS OR LESS.SUBMIT AN UTILITY COMPANY F02 SERVICE CONNECTIONS, ELECTRICAL CODE SHALL APPLY. INDEPENDENT FALL POTENTIAL TESTING REPORT. IS, SERVICE POWER SHALL BE 100A 1201240VAC,IPH,3W. N I N EXISTING NEXTEL ELECTRICAL PANEL 120724 0 VAC/IPMW NEW 3N42P CIRCUIT BREAKER 1 E 3 S10 AWG.1 R10 AWO ` ORD•314,CONDUIT •�' -�•I 1 .wv.,RRw1w I 1 EXISTING NEXT&ELECRICAL 100 AMP RECEPTACLE I PANEL INSTALL NEW W12P FOR MOBILE NEW 10p ANP NEMA S 1 CyRCUIT BREAIQR FISPARE CONNECTION. 1 1 SPACE Al EXy.ATING ELECTRIC CONNECTION. 3R LOAD f.�Fj/xtIW NEW CLlARWotE 1 PANEL AS REOU�D, CENTER ON � OPS ANTENN t EQUIPMENT CABINET. y 104 AWG•3N'RIGID f I r' GALVANIZED STEEL -------- r.+ CONDUIT TO NEW -t GROUND HALO. I i I I ; I _ A 6 1 _ NEW CLEAR VARE RXKID O&VAM2ED ; Nor ro IK ALE STEEL OVERHEAD ELECTRC SERVICE N 1 1 CONDUIT FROM EX06TW10 RECTRIC N N 1 1 PANEL TO LOAD CENTER ON CLEARWWRE 1 EQUIPMENT RACK, I PROVIDE THREE(3)At AWGANO ONE(11� I 1 N MOW 7 0ALVANGED RKHID DON I. I ROUTE CONDUIT ALONG EXISTING WAIN ' 1 CENNO.SUPPORT USING GALVANIZED j PROVIDE V COL OF WIRE AT RACK END, CONDUIT CLAMPS. X 1 1 1 1 1 1 I I t I N 1 1 _ ____ __ ________________________________�_-__-_- ---------------- I i __ _ - NEW CLEARWME I 1 - - CABLES I ..I ------1---•------ - -- ;------------ ---------------- ....;�. - - - -- --- -- I I I I ------------ ---------- ---- - 1 I I r-wE- N 3 i I I I � I i i I i 1• i I N I I N N I li E C I �EQUIPME T RACK = � I I 1 --------------- - --t_ H L�---,- ------ N I. -- N' '------ ------- --------I c ----a H / NOTE: ----`- ------ ------ -'--__ THE LOCATION OF EXISTING UNDERGROUND UnmES AND COMPOUND GROUND HALO IS UNI(NOWN. CONTRACTOR SHALL DL'-APING ALL UTILITY t ELECTRICAL PLAN 2 0 2 A OROUIOMO LOCATIONS AND SHALL comPumTNE GROUNDING PLAN/2N 3 a 3 a ALE:V-3' Emmsgiiiiiiia INSTALLATION OF NEW CONDUITS AYO C ROURDMG SERVICE WITHOUT INTERFERENCE OR OAMA09 TO �=. GRAPHIC SCALE IN FEET Fxu+n•Xo UNRmeS AKMX ORMJNDRq GRAPHIC SCALE IN FEET ,Y`LT�•el3bi:N;�f/.• DATE:APPJLlL2010 SWINDSOR PD c ear vv �' als , 6DAL>.A.BNS�NPS VM BY SEP D[CESARE BENTLEY ELECTRICAL AND �� - G' CIECm SY:PS CT-HFD0019A CLEAR WIRELESS LLC 2 05/13110 FINAL CD FOR APPROVAL ACG Pa -- JOB NO 06-083.13 ENGINEERS/SURVEYORS/PLANNERS X 1 ODATE REVISED SEP PIS _ sHEErNv NO DATE DESCRIPTION BY CIMK APP,O GROUNDING PLAN /400 CARILLK)N POINT / I �- 151 SAND HILL ROAD VJRKLAND,WA ON33 REVISIONS j�W N 1373R .l v`; ENGINEER SEW � •CACENC�'O•••'�S� il10Fl1KTfiTLLROAD G1tOTON,CT06340 SOUTH WINDSOR,CT MPYR)GK0 THEEEDRAW%jC4 YFORTHECT ERFO �S^ ,•ti PREPAREDBBEc�cICNLY FOR THEON'MERFOR. FRO.O AT APIs EIIJI MD ' PH(b60)44bfi400 FX(860)4-1E3-0399 DICESARE-BENTLLY ARE NOT TO�U9EDFDR Mn OT1lN nURAaIE.LOCATHDN tl110WNER WITRMUT WWW.DBENL:INEERS-CO1Wi ENOINEERS,INC. WRITTEN CONSENT OF THE CW*EE0. /NIJYIV NMAL IW�� Iwo NO.090831006 S F6 AW G FROM 0 GROUND ANTENNACIT LE k GROUNDBAR - T11B' 7 p 0 S S OFI AWA NON RR 1G'JUMPER9 ' G O p 0 0 TOWER ISGRZ OON%N PARTS 0 0 0 p B p p SEE DETAIL 1IE2 0 +p 0 0 ORAOONWAVE 3 o O� G G AMP RB GROUND GROUND i 1°GHZ •, 1` SEE DETAIL 21E2 ® DRAGONWAVE LEGEND BE GROUND POLYPHASER r' STRANDED P'WTS_ 1-COPPER GROUND BAR,'X 4%20•,NEWTON INSTRUMENT CO.CAT.NO. 84142.HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION ! 2-NSULATORS,NEWTON INSTRUMENT CAT.NO.3061♦ TWO HOLE LUG.TO BE USED NTTH O 1 1 1 E 110 3•SAT LOCKWASHERS,NEWTON INSTRUMENT 00.CAT.NO.30154 02 AWG BCW TO BUILDING OR 4-WALL MOUNTING BRACKET.NEWTON INSTRUMENT CO.CAT NO.A4056 GROUND RING Vr JUMPERS S•S1S-11 X 1'H.H.CS.BOLTS.NEWTON INSTRUMENT 00.CAT NO.3012.1 MAIN LINE PART#- GROUND BAR PARTS O I� f�l� o — GROUND FAR DE� GROUND NOT TO SCALE E-2 GROUND SAR NOT TO SCALE !•2 END OF COAX CABLE BRIDGE 1Y MAX NOT TO SCALE E8 1f1 GH2 DRAGONWAVE GROUNDING DETAIL PANEL AN NNA S SN• S• NOT TO SCALE E•t N� OPSUIT ANTENNACABLE ANTENNA TE OPS INTERFACE WEATHERPROOFING KIT CONNECTOR CABLE COAX, PER CABLE GROUND KIT EB AWO STRANDED COPPER GROUND WIRE(GROUNDED TO SASE STATION GROUND BAR) CONNECTION OF CABLE GROUND HOT TO ORB UNIT CABLE OPS ItITER-BASE OPTIONAL SEPIK STATION CABLE CONNECTION AND LAPTOP COMPUTER ENO OF COAX CABLE BRIDGE ETHERNETpOWEA CABLE /Y APPROX MICROWAVE ANTENNA TVB MDOLR.E LOAD TERMINATION t 2- °• n8 ANTENNA CABLE ANTENNA SIDE NEW CW GPS CONNECTOR ETHERNET CABLE DC POWER CABLE WEATHERPROOFING KIT CABLE GROUND 10T ETHERNET SWITCH RSUPPL L4 AVI0 STRANDED COPPER GROUND WARE(GROUNDED TO 1 BACKHAUL CAS49 GROUND SAR) MAIN CAM RUN r' IV ere TO MW 2 CONNECTION OF CABLE GROUND KIT CABLE TO PIPE CONNECTOR BURNDY TYPE GAR . TO ANTENNA CABLE NOT TO BOAT! E•2 2 H OUR LUO(TAP) (TYP 2 PLCS) NEW GROUNDING KIT(M.) NOTE DO NOT INSTALL CABLE GROUND KIT AT A BEND TAND ALWAYS O GROUND EMIR CT GROUND WARE DOWN ` GENERA.NOTE: w 1 ALL THIRD PARTY MATE AL DEeCR EO BE FOR INFORMATION CARRONLY NOT FOR 040. LlNOTNS ARE GROUNDt 4 UAN Al N,'EH+U 2.ALL INDICATIONS OF NORTH ARE FOR REFERENCE NOT TO SCALE F-2 FIAWI OCW 'E ONLY CONTRACTOR TO VERIFY IN FIELD TRUE NORTH PRIOR TO SECTOR ANTENNA INSTALLATION 02 AWO SOW 3 CABLE LENGTHS LISTED ARE APPROX,NAT,ONB BASED (TVP 2 PLOD) ON THE PLANS AND SHOULD NOT BE USED FOR ORDERING CABLE.ALL FINAL LENGTHS MUST BE FIELD OROlNDI1W 1(,T VERIF,ED. 4.ANIENNACABLE9 WTLL BE COLOR CODED AT THE ,�../ ANTENNA FILTER INJECTIION CA9INET,JJMPER MEOJ,WHNT CONNECTIONS ANb THL4.CARIN1T b AWO OROUNDINO 1(�T S THE CONTRACTOR SHALL INSTALL°RIP LOOR-E ON ALL G aPB CAELe(PROVIDED WITH NIT) ANTENNA AND JUMPER CABLES. GROUND LWR (CI06E) S.THE CONTRACTOR NEEDED SHALL INSTALL ADDIT AL CABLE ACING SUPPORT AS NEEDED 70 MAINTAIN AMIN,M1PUNR SPACING OUTDOOR EOUII'MERTCABINET OF 30 O.C. i GPS A B 1 NOT TO SCALE Ed ' MICROWAVE DISH GROUNDING DETAIL e NOT TO SCALE E•2 ( I 1 1 ,�T�L11i11}GIJ:Ij�•j//. DATE:APRILIP.A110 Y" r SCALE AS PD � c 6EP tP8kC%clear w rec ±ttWNBY SEP- ELECTRICAL T ' G" CHECKED°~°° r DICESARE BENTLEY CTHFD0019A CLEAR WIRELESS, LLC z 05/13/10 FINAL CU FOR APPROVAL ACG PB ,JOB NG DO-0S31S 1 04J2B110 REVISED RF DATA SEP PS .r 21 SHEET NO. . ENGINEERS/SURD EYURS/F'LANNtRs 4400 CARILLION POINT NO DATE DESCRIPTION BY CHK WIPD DETAIL SHEET , 151 SAND HILL ROAD 1303 j K SOUTH CT IRKLAND,WA 98033 REVISIONS T00 FORT FiiLLROAD GROTON,CT 06-340 , TE6EDRAWINGS THE CRIXFRTYOF THE ENOIFERMAAWESEEN COPYRIGHT© PFEPAREDe F ALLY FOR THE 01..E FORTH/t PROIECTAT THIS / R*•�•.Qti�i4��: �`,�` DIDESARE•BENTLEY ARE NOT TO BE USED FOR M OTHER FIIRPOSE.IOCATIOR OR OWNER WPHOUT V �� PH(b60)44b-0400 FX(860)4-ib-0S99 P�+1� Ain.wo WWW.DBEN(XNEERS.00A1 ENGINEERS,INC. WRITTEN CONSENT OF THEENGINEER Owo Nb DWS31O 07 T . ' a f _ _ NEVERS ROAP PARK EXIST. WATER (2" DOMESTIC) t EXIST. WATER (4" FIRE) ' EXIST. SAN 1Y Z � H�LL CB + S A N D � i RnADTFB==151.43\DMH TF=14768 � lAly 1Aa �z Cn �� > % I I IIV,Y.-IYV.�J TF=147.14 INV.=1413.13 - - - - _ 24'RCP -_ - - 18"RCP�s� EXISTING I.P. -�� - OUTH WINDSOR --'`0 EXIST. 89'35'37"E pO�Li G� 35 LSl�t Q�P2j , an 349.46.' J ^�. ." - - ' \`- -' ,,,✓�, =09 1 '�a ue+ E UP cN _ 0 PARKING "~'^= EXISTING I.P. EXIST s' °D EXIS ` POLI E ' �/ //_ jJ LIGH ` .14 , - -' LIGHT ` ( 51 SP (vEHI�LE 51 LIGHT �� I EX.CBt.351 1 ( 111(SP + + ( ( 1 /� a I { 14 TF�15 I I \ s j = i BIT.DRIVE C�XAIUSTT� PLANTER WITH - 1 1.0 �+ w � LAG POL oGN �' _ _ EXI TCONC__WALKz X LIGHT EH.ONLY'', HANDI P POLI E o�AP - 1 ' ` OI,LV fIL R EXIST i IGN LIG EXIST.SIGN , >k J + , 9.0 ti 5 7 AREA W ` "AUTH.VEH.JDNLY" 1 j t �� 1 s ! 1 12.7 A' TF=153. �x t 32.7 EXISTING BUILDING 1 1 t r !♦ �` FF = 154.48 1 I I •\ 1 V I "�" \ _�� CC 1 r'�I hICD I C\/CI - 1 A7 t,A Kf ` 1 r`Illl OAI7tl1AI("r \ . i ( ` ♦ -� 1.1- LV YYLI\ LL VL - IYG.JY . v• t„ 1\II`IV V5B EXIST ` � - N FF GAR = 141.26 14 IGHT ` 35 COOCI TOWS ' 12.7 6. , r - ^ EXISTEX.CB#2 _ - PV 36.7_ �' 16.7 16 � � � LIGHTTF=742.69 1 - - INV(15" 138. GAS PUMPIII '- `' \FIRE EXTI 6 110 E T CONC. ' /ED INV[}8):138.-5 FILLER'C! -6pW RWAL X.CB#5 1139.97 EXl STING 142110 nEWFMEHT INV.=136.9 IN) RETAIRIhIG `3' CONC. 11 INV.=136. EX.CB#3 7a U W7�1`L �� 1st + 1 + �M\BOLLARDS11 TF=138.93 1 �.,I�T• MH3 6� / 8' CLF U IST \ g^I0+ ` IF="144. \ { i \\ 111NV.=135.16 "�ARKIN rb,AG POLE, -r 7S, � INV.=13 .7 � _ -- I I Eant�tExT EIGHT XIST ` LEGEND + w ` P -.1 I I { \) ( 71S`P>' 8' CLF 5 SP 24 S ... / I I ?a• L_L L ..._ _... ® EXISTING IRON PIN \ J - cn T 7-1 ItfV. 134T.95 � .r "� + - -300- - EXISTING CONTOUR AND ELEVATION ' ' � 171SP1 111 1 1 � 'CB#6 I + +` EXIST. r TF=141.44 "p _I�8 ��. LIGHT I 1 ( � 1 ` ( I , INV.=136.1<a IN)sv 1 �, EXISTING UTILITY POLE + ` ��,` _ �• -' Ili _ r INV.=136.09�OU r x o `` �EX.CB#4 !! \`- P' BIT.DRIVE 0 FENC TF=137.05 ! RC / ' /,EN OSUR_E FO 1 i? `� �• � � 1 ' ... `G1 � I \ i INV.=132.4 i � '� t 15 � STEP � 11 • � ` � `., ;, I � { I { I I I 1 1 1 t, 4' 1 1 , �" I l I 120 isP{ { I rnoIL p'� ' ♦\ �` ' ` ♦ ` _ _ _ //VQ �/• ��� .&? _* PARKING 0 jR ♦ 1 I + ♦ 'fi ` ` c'.♦ �� + i FL: 131.951 00 ✓��`° N/F PLUM RIDGE CONDOMINIUM N/F PARISH OF SAINT PETER'S CHURCH \ \ All 11 ' t` moo/ CY ` `6 J DETENTION BASIN i 134.6 NOTES: r'I, 'r:"+�..4'7�.ta.f_r „� p , �` ` `\ ` _ _ -� X1 3.� /, , FL: 3 '� � � i / FL: 134.25 1. AREA OF SITE = 5.31 AC 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON._' s / 3. TOPOGRAPHY, AS DEPICTED, WAS FIELD VERIFIED AND MEETS T-2 STANDARDS OF ACCURACY. L� .` _ _ _ _ _ .134_ - " , 4. WETLANDS FLAGGED BY HIGHLAND SOILS FEBRUARY, 2000 AND LOCATED BY )' 1 ♦ p(� ' ' 1 DESIGN PROFESSIONALS INC FEBRUARY, 2000.5. BROOK WAS NOT LOCATED. WETLANDS BUFFER SETBACK IS DEPICTED 80' FROM WETLANDS FLAGS ALONG EASTERLY SIDE OF BROOK AND 40' FROM DETENTION AREA WETLANDS. I 1 •r-r• 6. HEIGHT OF EXISTING TOWER IS 124.8'f. iJ 1 MAP REFERENCES: ! 1 y 1 I 1. PLOT PLAN - PEACHBROOKE - ZONE DISTRICT DRZ APPLICANT BROM BUILDERS, INC. 11 t + 207 WEST TOWN ST. NORWICH, CONNECTICUT (TELEPHONE:203-889-7106) PROPERTY OF i + NORMAN P. PRIEST-SULLIVAN AVENUE-CONN ROUTE 194, SCALE 1"=40% DATE APRIL 22, 1991 REV TO 12-26-91 SHEET 2A OF 14 - DAVID L. STEIN, LAND SURVEYOR. + 2. POLICE AMBULANCE FACILITY, SAND HILL ROAD, SOUTH WINDSOR, CONN. - TOPOGRAPHIC 1 / MAP - SITE GRADING, DRAINAGE, AND UTILITIES PLAN, SCALE 1"=20', APRIL 6, 1983 SHEET 7 OF 45, TMR ASSOCIATES SURVEYORS - ALFORD ASSOCIATES .50 ( r IA,�TI�AI 1�/�A11 AAIf\ CAAID H11 i Of1Af1 ' �•� 3. SITE LAYOUT PLAN - SAND HILL CONDOMINIUMS ELLmvlvry rt " /11 ' or+lvv nIL� 1♦vrYv , SOUTH WINDSOR. CT. PROJECT NO. 81-2994 DATE: 6-12-84 SHEET 7 OF 13 FUSS & O'NEILL CONSULTING ENGINEERS. 4. ST. PETER'S EPISCOPAL CHURCH - SAND HILL ROAD SOUTH WINDSOR, CONN. / SITE PLAN - SCALE 1"=40' DATE: 11-12-84 FILE NO. 841358 SHEET 1 OF 1 REV. TO 1-17-85 - MEEHAN ASSOCIATES. EXISTING I.P. N 38 28"�y EXISTING I.P. 43.97 FIELD (44.01' nr- ur-r-U) N/F PEACHBROOKE DRZ z c x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 Tel. 860.291 •8755 IMPROVEMENT LOCATION MAP/DEPENDENT RESURVERY PREPARED FOR: SHEET z f1 II LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN , Fax 860.291 • 8757 m INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALEAs��UL�� TOWN OF SOI�TH WINDSOR BE FIELD VERIFIED PRIOR TO CONSTRUCTION. AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 40 0 20 40 80 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD feemign ofessi nals inc. BY A LICENSED LAND SURVEYOR PRIOR TO T AP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. { IN FEET ) . ' DESIGN.• DRAW. ACS CHECKED.- RPM ISR SAND HELD ROAD CONSTRUCTION. ® civil engineers • planners surveyors 1 inch = 40 tt. ✓oy NO.: 1297 DATE.• Jul 2 2003 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 landscape architects giS gpS y � IMPRESSION SEAL AND ORIGINAL SIGNATURE j�_ \ C T� OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 1 65 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: SERVER. JOBS 1297 1297-AB.DW SOUTH WUND ®"�' ®��1�1Pil� �v�v u A TOWN OF SOUT11 WINDSOR 1151 SAND HILL ROAD - SOUTH WIND SOR - CONNECTICUT UST REMOVALS AND AST INSTALLATION AT 151 SAND HILL RD. JUNE 10, 2014 PREPARED FOR PREPARED BY \\ ' \ �?{ j1% %/•' ���— 'i HAZEL S7 ROSEMARY LN ,NP, MARK RK DR A RD u Lu S, Lu L TOWN OF SOUTH FUSS &O'NEILL 0411 Q� FAI J) YERS RD IJ6 HARTFORD ROAD WINDSOR - a -4 I\, 0 -\NCHESTER,CONN FCTICUT06040 8C.0.646.2469 1540 SULLIVAN AVE. vjww.fando-com 74 SOUTH WINDSOR CT PPROXIM E SITE LOCATION W� . 1. :to Lt LLlLi X� "ILL co 0 LL C5 k)pjLjLjUjJlL!j JL 11'l1pjL!j_lX ��COTTfR SHEET No. SHEET TITLE a. NeW appi \� ��, \ < ��cF -, GI-001 COVER SHEET -lo 1�1 0 CP-101 DEMOLITION PLAN \� �` �`�puit� +'c' A ig t 7 l 'VI/ A/ 30—: 1,-la� .2 0 CU-101 CONSTRUCTION PLAN AND AST PAD DETAIL 0 j E CD-101 CONCRETE FUELING PAD, SIDEWALK,AND GROUNDING DETAILS CD-102 HANDICAP RAMP,BOLLARD, PAVEMENT AWD ASPHALT REPAIR,AND SOIL DETAILS T nt-1 A rVT"XT it/ir A Irl SCALE:I"=2000' O LL p 04 x �2 F- w w X w 0 0 cu 0 w 0 CO �2 �2 O co M PROJ.No.:20131318710 ci DATE:JUNE 2014 N GI-001 u �� hS°• _ � I -•-- 1' 13`i ��L,?' --- - •�,' . �I ,sue.' i f' '71, '� ~i� �r�- \ i II APPROXIMATE LIMITS OF EXCAVATION(TO BE a b+ \' / r PROPOSED I '' �` `•. ^+r . i! BACKFILLED/COMPACTED IN ACCORDANCE STOCKPILE I WITH WRITTEN SPECS) \ AREA S ` 10,000-GALLON GASOLINE UST, CONCRETE _ ANCHOR(S), RISERS, CONDUITS, SUPPLY AND + e '. '� _1 I SIDEWALK WITHIN APPROXIMATE EXCAVATION RETURN PIPING, VENT PIPE sl I ^Doll TENANCES AREA TO BE REMOVED/DISPOSED OF _ -DISPOSED O AS DET TO BE REMOVED A -DISPOSED OF AS DETAIL IN SPECS. BY CONTRACTOR AND REPAIRED AS DETAILED iy ON SHEET CD-101 DETAIL ' AND SHEET 't .• ;, ,e •., _ _ - .__.�_._ i _--_ .�=-Ii _ _ CD-102 DETAIL 1. KEEP ELECTRICAL/SIGNAL CABLE CONDUITS GAS PUMP ANC FUEL TO BE USED FOR NEW 6,000-GALLON ( MP EL MONITORING __ - CONVAULT AST PUMP, FUELMASTER �, ;' ;` \'i• '�"-.a - i; y SYSTE`� TO BE REMOVED. �= t " i MANAGEMENT SYSTEM, AND VEEDER ROOT I PANEL) } a p 1 BUSHES NC'TH C= PROPOSED -- ,!,� AST TO BE REMOVED/DISPOSED t _ - -- B ON _ �. � � _� I OF `' CONTRACTOR ; �r�s -,a:� . ,� a� es�•+� ' `I ICI, �t2Ad9 I . J ' a,,s I� "�� .ay' 'r.+c. r;<, � ,.�. -,,,"s-••.' .. -, - ., o ��� � LY ;i4 �._ = t � -�i � -i� r v `t ,4 � a �I _'„-•"' I/sd* ...- .-... -_�_ .� !.,.s�..,� �' .f {t - ..4- � ,Q•11�`i '� I�-:_. ` - / ,i a 'r lid '• '� '"r.•„'� "f/_�. ._ 1 .--.(/+•-4'x___- .i-... ,...e � L a�1. ^-mac �L`,�>� _ n...l..•,,...�,.�`. .�....,... .r .4,..i .a,/�,(+,,,.... b i� " i 4 .: � - C � � '! �-�'••- .,I; '--ri,.. d ,I,i -'_'r I r ,.1. _ �'✓G- _ � til � �4 :(�fO:�`"rtl� S'tv � - ' �1�� _ —�-[L"'�t _".�� L' ,CL , • �, A� T EXISTING UTILITIES _ — a- APPROXIMATE VEEDER ROOT cv 6,000-GALLON HEATING OIL UST, CONCRETE ih ANCHOR(S), RISERS, CONDUITS, SUPPLY AND _ -�` = - RETURN PIPING, VENT PIPE AND ALL APPURTENANCES TO BE REMOVED AND DISPOSED OF AS DETAILED IN SPECS. t r o ^� APPROXIMATE LOCATION OF FIBER- CLINE. ( ,33 ► 1 �� �, �� i \� �rl `- N DO NOT CUT, MOVE, DAMAGE, OR OTHRWSE o ALTER THE FIBER-OPTIC LINE COMING IF POSSIBLE, DO NOT DISTURB FROM BUILDING AND RUNNING ACRCSSTE c THE MEMORIAL TREE WITH PLAQUE S TOP OF THE UST. SUPPORT THE IN THE _AC LOCATED �_ ?r LOCATED TO THE WEST OF THE UST. AS THE UST IS BEING REMOVED AID- IE-:'JRY_ .33 _ 1 \1 (DEPICTED LOCATION APPROXIM- _ _ _Y) WHEN DONE. L.ege.n d. Piov } GSEb r �x 7i. -Lj -, APPROXIMATE LIMITS OF EXCAVATION EXISTING UTILITIES �3.2ra. 1 43 1 \ I ioLG f' r HYoRAN Q i I! "LL , �+�/f (S141t } 1 �• Y,AN,7IGFP..EO:P:RLIFG \ \ -{ I_, \' \ 4 L-•�:I✓.J J.. ��f \; -•I // ' 1k I ` _hz� �uD �ci..fit O ` PROPOSED ~ e / t J + _._ I— `mot STOCKPILE , ! ,ci.o /i c. I =''N— SAhIA I h. —•,v— VvA'fER L.NE 3: AREA ` SIDEWALK TO BE REMOVED-/DISPOSED OF BY ;;''I j\\. r i -1-- �� y I WATER Vo.w=_= .. ° r`�, • ;_ / CONTRACTOR AND REPLACED AS DETAILED \ 7� t- f L , I -,kY BA=5 pG4 Si�TATioN �otirRo�coca- n �4` J4 ` Ca147"aT AIM -1N= ON SHEET CD-101 DETAIL 3. RE-MARK -t �, I^�� ` 1 \ 4'PY CGNOvIj�UNDchG i�VbID T'c�E�MGNc' 1 + l '�h.IDEiZ"c•,RDJNt� =�EGT RrG "I�2..ri c 'r r`"5•.G. �+ I I .NEW CAN1._ PARKING LINES AS NEEDED.. � � ,� \ � - � � ; ` ,, N uNi<�eNCE X ,� a�i9. - � -- -- --"- '. � -- ` :dam I `•;�• �ti� '\ i ; 1� I f.. r - -- tsEW ttyH•(5?A vFFaG•TYpE-9 i--.-� _ UND.MOVNT✓rp�IT:t:r,S;AN DARb - _,fit I _ __ _ �•� ,^,tt G=GoNDU1{..�li0.�U?':.t=GFB�T:N.Nwwwv.pC � h� I ��.rs''�.M`�`,!��•,•�.. 4•�:�j ��. , I ��'-�- \��, �y ``•\t � - i �• � i _ T ti,Na+.ocA7tG,NGi'-(�-, ���2 co lz `\ - .__ f '"' j`_ "� 'C;_�lr>'-'1 \� , -�• !t i k� 1 I 1 (B CO i ! Y I �T ' 0 � `N ; _- 9`I L J.; +,�,,v 'i ,' 1� �� . �1R� d � 1��''''y I t't� '�� t � '1\• U - t, LL O 0 w Ocl - 1a oI _ �- � �t.»r.� -�+ ���r +t*•,•,� \ `-� --------— - -._ �I_ __mow+_ _ �'\ � --���— 1 � Z.•, 00 c o O C M NOTICE GENERAL NOTES: CL - W HE CONTRACTOR SHALL CALL --ONE WEEK PRIOR TO ANY SITE WORK T 1. CONTRACTOR SHALL TAKE ALL NEC==SARY MEANS TO ENSURE 2 -.'MEDIATELY CONTACT a-- c' _ IF CONTAMINATED SOIL IS 3_ UTILITY DEPICTIONS =-- APPROXIMATE ONLY, AND MAY NOT c 'CALL-BEFORE-YOU-DIG" 1-800-922-4455, NAEVA GEOPHYSICS, GER-'-= 'OHNSON - DEPICT ALL UTi1TES r?=SENT IN THE AREA. CONTRACTOR IS RESPONSIBLE FOR THAT EXISTING STRUCTURES, UT _-_= OTHER SITE -COUNTERED DURING EXCA, ,73N. CONTAIIIAiED SOIL SHALL BE REMOVED FROM NUTMEG NETWORK, AND CHARLES FULLER FROM THE DEPARTMEN- = PUBLIC n3„ `=_ - I„ -TILITY MARK-OUT. ANL�IS EXPECTED TO EXERCISE APPROPRIATE CAUTION TO E - IMPROVEMENTS ARE NOT =PNED OR OTHERWISE _EOM THE EXCAVATION AS C =ECTED BY THE ENGINEER. STOCKPILE c SAFETY AND REQUEST THAT ALL UNDERGROUND UTILITIES BE TRACKED. _ -= WORK JNTAMINATED SOIL ON SITE ON 6 MIL POLYETHYLENE AND COVER WITH THE =REVEN T ACC'=ENT, SPILLS, OTHER EMERGENCIES, PROJECT DELAYS OR SITE SHALL NOT PROCEED UNLESS ALL UTILITIES ARE CLEARLY MARKED. IF =/,INGS ALTERED/INTERRUPTED, _TILITY '•-___= 1C`,S. W _1ME. a ARE DISTURBED BEFORE SITE WORK IS PERFORMED CONTRACTOR SHALL -- = EVERY w o MEASURE NECESSARY TO MAINTAIN INFORMATION CONCERNING LOCAT10i, == EXISTING 'o w UTILITIES TO ENSURE THAT THE UTILITIES ARE NOT DAMAGED. i J co M CO PROJ.No.:20131318.T10 OF SOL __ �DCI 11 DATE:06/10/2014 -2RZ.: 1"=20' �T FUSS&O'NE� UST REMOVALS AND AST INSTALLATION AT 151 SAND HILL RD. =T. cP-10 1 -=qT.: _ 146 I I:\1Z'll�<)Rll ROAD w = 20' s i�c�Cl II'TI',R,CONNECnCUT0604o DEMOLITIO'\ PLA\ N > 1• XX/XX XX +vww.fanJoxom No. DATE DESCRIPTION DESIGNER REVIEV tR -_- == ALE 151 SAND FULL ROAD SOUTH[WINDSOR•CONNECTICUT (-`FNI��? A I NIOTF'Q. NOTICE17L1 141-1 IV\-/ ILJ. ONE WEEK PRIOR TO ANY SITE WORK THE CONTRACTOR SHALL CALL 1. ALL PIPING AND THE TANKS SHALL MEET NFPA 30 FOR TESTING _. IMMEDIATELY CONTACT THE ENGINEER IF CONTAMINATED SOIL IS 7. CONTRACTOR IS RESPONSIBLE FOR FUEL PLUMBING CONNECTIONS, ELECTRICAL WIRING, AND INSTALLATION. NOTIFICATION MUST BE GIVEN 24 HOURS IN =NCOUNTERED DURING EXCAVATION. CONTAMINATED SOIL SHALL BE REMOVED PIPE AND DAY TANK PRIMING AND EQUIPMENT STARTS OR RESTARTS (AS "CALL-BEFORE-YOU-DIG" 1-800-922-4455, NAEVA GEOPHYSICS, GERALD JOHNSON ADVANCE FOR THE REQUIRED TESTS. =ROM THE EXCAVATION AS DIRECTED BY THE ENGINEER. STOCKPILE APPLICABLE). FROM NUTMEG NETWORK, AND CHARLES FULLER FROM THE DEPARTMENT OF PUBLIC CONTAMINATED SOIL ON SITE ON 6 MIL POLYETHYLENE AND COVER WITH THE - -- SAFETY AND RFOUFST THAT ALL UNDFRCROUND UTII ITIFS BF TRACKFD. SITF WORK rnNI TPA(TnD cu AI I TAVP AI I NIC(Ccc AD uC AKIC Tr', CKICI IDC' QAKAC' / o Ilrll ITV n['DI!\TInAIQ ADC ADDDnVIAAATC nnll v Akin AAAV hInT -- -- -- - - ---- ------- - _ '_ -- -'•- "_"" vV.1 ii\1"Iv1 V 1\ JI I�"ILL 1-1- r�LL IVLULJJnI\1 . L l- IV LIVJVI\L J-M- U. UIILIII VLr1U IIVIVJ HT\L Hr r 1\VAIIVIH IL VIVL 1, /11VV IV]HI IVVI SHALL NOT PROCEED UNLESS ALL UTILITIES ARE CLEARLY MARKED. IF MARKINGS THAT EXISTING STRUCTURES, UTILITIES OR OTHER SITE DEPICT ALL UTILITIES PRESENT IN THE AREA. CONTRACTOR IS RESPONSIBLE OR ARE DISTURBED BEFORE SITE WORK IS PERFORMED CONTRACTOR SHALL TAKE EVERY IMPROVEMENTS ARE NOT DAMAGED, UNDERMINED OR OTHERWISE RESTORE ALL DISTURBED AREAS TO EXISTING GRADE AND CONDITIONS UTILITY MARK-OUT, AND IS EXPECTED TO EXERCISE APPROPRIATE CAUTION 0 MEASURE NECESSARY TO MAINTAIN INFORMATION CONCERNING LOCATION OF EXISTING ALTERED/INTERRUPTED, JNLESS OTHERWISE NOTED. PROVIDE ADDITIONAL TOP SOIL AS NEEDED TO PREVENT INJURY, ACCIDENT, SPILLS, OTHER EMERGENCIES, PROJECT DELAY OR SITE UTILITIES TO ENSURE THAT THE UTILITIES ARE NOT DAMAGED. DROPERLY ESTABLISH LAWN. UTILITY INTERRUPTIONS. NEW SIDEWALK RADIUS WITH DETECTABLE WARNING STRIP. SEE SHEET CD-102, DETAIL l.--N\ SECTION OF SIDEWALK ON EAST SIDE OF TANK PAD TO BE REMOVED. AREA TO BE INCORPORATED INTO EXTENDED SECTION OF VEHICLE FUELING PAD. PROVIDE SLOPE/SLIP RESISTANT HANDICAP ACCESS RAMP SO NEW RADIUS ABUTS VEHICLE FUELING PAD. SEE SHEET nn inn nrTAll n lJV-IVL, UCIHIL 1 FAIRFIELD ARFP-3T STAINLESS REMOTE FILL WITH CAP ANCHORED TO RETAINING WALL (APPROX. FILL HEIGHT 3.5 FEET ABOVE GRADE), ADAPTER, BALL & CHECK VALVE, 3" OPW 61 FSTOP-3050 OVERFILL PPpvw ITI(1KI \/AI \/D "r AI ITIOKI - no MOT n\/PDCII I " 1AIADKIIKIr CIrKI o IMMEDIATELY ADJACENDIO & STROBE HIGH LEVEL ALARMJ T AU SET --\ (WITH ACKNOWLEDGEMENT SWITCH) AT 90% TANK CAPACITY, TIED TO VEEDER ROOT PANEL. E �OPW 20OTG-ENG AST MECHANICAL TANK GUAGE V) 7 GALLON OVERSPILL CONTAINMENT, 2" STICKPORT, 4" FILL PORT, AND DRAIN VALVE a- EXISTING 20' RADIUS LO PREFORMED JOINT FILVALL EDGES WHERE AST/STAI SIDEWALK. 0 o O O O O a) 2" ATMOSPHERIC VENT AND PRESSURE/ 6,000 GALLON CONVAULT TANK SLAB DESIGN c VACUUM CAP A CONCRETE PAD IS A REQUIREMENT OF CONVAULT. 7 CONCRETE FILLED m PoS75�BOI�RDS�&Y ALSO BE REWIRED AROUND THE PERIMETER BY TH L ORRY HAVIN JURISDICTION. SEE THE COWAULT OWNER'S MANUAL FOR MORE DETAILS ON FOUNDATIONS. O p ��RECTANGULAR CONVAULT 6,000—GALLON O AST WITH "UNLEADED GASOLINE" AND "NO SYCKING" SIGNS INSTALLED ON ALL SIDES. =5 2 RS (A) #4 BARS (C) _ �- = = - - =--_ _ -,cFA"E r Fl 1/2' 8' EMERGENCY SHUT—OFF SWITCH p o o O O O SECTION ATTACHED (18'7" X 3'9"). (SEE CONCRETE PAD DETAILS) LL 0 FOR FUEL PUMP POWER AND STAIR SLAB SECTION TO BE SAME POUR AS TANK 12" X 18" REFLECTIVE SIGN PORTION, AND SAME REBAR REQUIREMENTS TO APPLY. 1 1/2' (`) #4 BARS (D) #4 BARS (B) INDICATING "EMERGENCY FUEL SHEET CD-101 AND DETAIL 2. @ 12' O.C. @ 12' O.C. (� PUMP SHUT-OFF' 3 o GROUNDING ROD AND CABLE PER NFPA 780 PROFILE 0I --\ SEE SHEET CD-101 DETAIL 1. 18'-7" J BOTTOM MAT REINFORCING X N= 24" MANWAY W/8" EMERGENCY VENT NIPPLE 00 - � 1 6 REPOUR PAD FOR VEHICLE FUELING PARKING IN BUSHES DIRECTLY NORTH OF PROPOSED AST TO BE ci � EXISTING AREA AND EXTEND OVER TO THE TANK REMOVED/DISPOSED OF BY CONTRACTOR. iu PAD TO COVER THE AREA WHERE THE SIDEWALK 2" INTERSTITAL MONITORING TUBE AND WAS REMOVED. (APPROX 20' X 18') 1" SUCTION STUB W/2" X 1" DOUBLE TAP BUSHING 4¢�< Q o mlf�o _ 89" MAC PLUS INVENTORY PROBE I ¢o C3 o ADD JOINT SPACING DOWN THE MIDDLE IN BOTH WITH WITH 4" GAS/WATER NITROPHYL FLOAT KIT ti~¢pq DIRECTIONS. SEE SHEET CD-101, DETAIL 5. (APPROXIMATE VEEDER ROOT LOCATION INSIDE BUILDING a I U o DEPICTED ON SHEET CP-101). K' 10 FUELMASTER FMU 2500 PLUS PROKEE ' FUEL MANAGEMENT SYSTEM v o ;°' SIDEWALK SECTION TO BE REMOVED/DISPOSED OF BY _IL m CONTRACTOR AND REPLACED AS NEEDED, AS DETAILED ON J v BOLLARDS, APPROX. 5' APART. SEE SHEET SHEET CD-101 DETAIL 3. PROVIDE WITH SLOPE/SLIP TOP MAT REINFORCING co CD-102, DETAIL 2. RESISTANT HANDICAP ACCESS RAMP AS NOTED ABOVE. MAT 7 0- 191#4 BARS (D)9-#4 BARSB@ @121 O.C.C- BOTOTOM MAT u� REMOTE WAYNE SELECT SERIES ELECTRONIC FUEL PLAN Coo- a DISPENSER WITH SINGLE SUCTION PUMP, j" HOSE, HOSE W BREAKAWAY, 20' RETRACTABLE HOSE, 10:1 PULSER, GENERAL SPECIFICATIONS SELF-MOUNTING BRACKET, AUTO-SHUTOFF PRESSURE ALL CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI. I � O cl cl SENSING NOZZLE, 1 J" SCHEDULE 40 STEEL PIPING, 1 A" REINFORCING STEEL SHALL COMPLY WITH ASTM A615 GRADE 60 OR ASTM A706 GRADE 60, I- SUCTION LINE WITH BALL VALVE, SWING CHECK VALVE, BAR BENDING AND PLACEMENT SHALL COMPLY WITH THE LATEST ACI STANDARDS. ANTI-SIPHON PRESSURE RELIEF VALVE SIZED FOR EQUIVALENT AREA Fy=65000 PSI ASTM A185 OR A497, REINFORCING CAGES MAY BE CO a APPROX. 10 FEET HYDROSTATIC HEAD (CONTRACTOR TO UTILIZED IN LIEU OF GRADE 60 REINFORCING BARS, co CONFIRM), AND EMERGENCY SHUTOFF VALVE. SLAB DETAIL ABOVE DOES NOT PROVIDE FOR THE PLACEMENT OF O ( ) CONCRETE THICKNESS AND CONCRETE COVERAGE TO BE INCREASED BY 1- 1/2' IF POURED IN PLACE IN BAR SIZE DIMENSIONS NUMBER WEIGHT (LBS.) A 6 220 24 660.88 B 4 105 19 111.06 C C 4 220 15 1 183.70 a) D 4 105 19 1 111.06 C O L W Q W CcyIS) W TANK PAD TANK INSTALLATION 2 SCALE: NTS 1 SCALE: 1" = 5' M Ems O N 0_ SCALE: TOWN OF SOUTH WINDSOR PROD.No.: 20131318710 HORZ.: DATE:06/1012012014 VERT.: 0 DATUM: SS&�Jj TCc QTONILL =, UST REMOVALS AND AST INSTALLATION AT 151 SAND HILL RD. HORz.: l VERT.: 146 1 IAR'IPORU RU:\l) C U 101 NIANCIlk'11�.R,CONNI.AICL'1' �0,4�I IL W 861).646.346fl CONSTRUCTION PLAN AND AST PAD DETAIL N > 1• XX/XX XX ��'e'wlamlox nn No. DATE DESCRIPTION DESIGNER REVIEWER SOUTI I WINDSOR,CONNCC'I'1CU1' l51 SAND I11LL ROAD CONCRETE NOTES: 8. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE AND SHALL DEVELOP A 1 . ALL CONCRETE WORK SHALL CONFORM TO ACI 301 "SPECIFICATIONS FOR COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. CONCRETE SHALL HAVE A 13. CONSTRUCTION JOINTS SHALL BE DETAILED AND LOCATED ON SHOP DRAWINGS AND STRUCTURAL CONCRETE FOR BUILDINGS". MAXIMUM AGGREGATE SIZE OF % INCH, A MINIMUM CEMENT CONTENT OF 658 APPROVED BY THE ENGINEER. UNLESS SHOWN OTHERWISE, CONSTRUCTION JOINTS ARE TO LBS/CU YD. ("CLASS F" CONCRETE), A MAXIMUM SLUMP OF 4 INCHES, AND AN AIR BE KEYED AND PROVIDE FOR CONTINUITY OF REINFORCING STEEL. CONSTRUCTION JOINTS 2. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 AND BE ENTRAINMENT OF 5-7% AT TIME OF DELIVERY. ARE TO BE LOCATED WHERE CONSTRUCTION OPERATIONS ARE SUSPENDED FOR 30 MINUTES DETAILED IN ACCORDANCE WITH ACI 315 "MANUAL OF STANDARD PRACTICE FOR OR MORE. DETAILING REINFORCED CONCRETE STRUCTURES". 9. ALL FOOTINGS AND PIERS SHALL BE CENTERED BELOW THE MEMBERS WHICH THEY 14. NO HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED IN WALLS, OTHER THAN SHOWN IN 3. REBARS SHALL HAVE A MINIMUM CONCRETE COVER AS FOLLOWS: SUPPORT UNLESS SHOWN OTHERWISE. rnNrRFTF DFPOSITFD AGAINST GROUND.....__3 IN. DETAILS. CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 10. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 3/4 INCH CHAMFER UNLESS NOTED 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING POURS TO MINIMIZE SHRINKAGE FOR BARS #5 AND LARGER.............2 IN. OTHERWISE. CRACKING. IN GENERAL, WALLS SHALL NOT BE POURED IN CONTINUOUS LENGTHS FOR BARS SMALLER THAN #5.........1Y2 IN. 11 . ALL CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR—ENTRAINED. EXCEEDING 30 FEET WITHOUT CONTRACTION (CONTROL) JOINTS. THE LOCATION AND CONCRETE NOT EXPOSED TO THE WEATHER OR THE GROUND: CONFIGURATION OF JOINTS EXPOSED TO VIEW SHALL BE COORDINATED WITH THE SLABS AND WALLS............................3/4 IN. ENGINEER. CONTRACTION JOINTS IN SLAB—ON—GRADE SHOULD NOT EXCEED 15 FEET IN 12. SIZES AND LOCATIONS OF ALL REQUIRED EMBEDDED ITEMS FOR ALL TRADES SUCH AS ANY DIRECTION. TYPICAL CONTRACTION JOINT PATTERNS ARE INDICATED ON FOUNDATION 4. ALL REINFORCING BARS SHALL BE CONTINUOUS AND LAPPED A MINIMUM OF 48 ANCHOR BOLTS, PIPING SLEEVES, HOLDOWN ANCHORS, ETC., SHALL BE COORDINATED BY PLANS. BAR DIAMETERS AT ALL SPLICES, CORNERS, AND INTERSECTIONS UNLESS NOTED THE CONTRACTOR WITH OTHER TRADES. OTHERWISE. 5. ALL REINFORCEMENT SHALL BE SECURELY TIED IN ITS PROPOSED LOCATION PRIOR TO AND DURING PLACEMENT OF CONCRETE USING APPROVED CHAIRS, SPACERS AND TIE WIRE AS REQUIRED. NO BARS SHALL BE CUT OR OMITTED IN THE FIELD 15' WITHOUT THE APPROVAL OF THE ENGINEER. o ----36.000 5' 5' S' N 27.429 — 6, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185, WITH A MINIMUM YIELD STRENGTH OF 75 KSI. LAP EDGES AND ENDS OF FABRIC SHEETS A MINIMUM OF � m mommee mmmmmm Q ONE MESH SPACING PLUS 2 INCHES, AND WIRE TOGETHER. ALTERNATIVELY, w a m [� ®� ® ® ® m ® ® m o 0®eo®0 0 0 o° °®°o°®°m°o m E SLABS—ON—GRADE MAY BE REINFORCED WITH FIBER REINFORCEMENT, SUCH AS m®om°o°®®o®®®m° ��� � � Q ® s ° ® ® ® � �ooemmm m®mmm®oemeeomm®®®m Y FI B ER M ES H, APPLIED AT A DOSAGE RATE 0 F N O LESS THAN 1 .5 LBS C U YD. w w p ° e & m ® � °, ° ° ° omm°em°°®0°®000000 ®°°o°e®m 1 E / I _ me°e°I �Q�mm°m®� , °°®em V�r1Y ff+ ® �. mmmmm em°mm ®mm®el Aw W 7. CONCRETE PROTECTION FOR REINFORCEMENT SHALL IN ALL CASES BE AT LEAST NN - Wl m e m e o®°®°®ammeoom°eoeoo m oo°°®° eeoeee EQUAL TO THE DIAMETER OF THE BAR EXCEPT FOR CONCRETE SLABS. ® + ® * ® eeeo® m®o®® m o „ DOWEL �' ® Aco mmemmmmmoomommmommo a TOOLED JOINT 3/8" DEEP m m '+`4'�' I++ ®°_ #2 BARE STRANDED COPPER N 2 ? VIEW I BOTTOM VIEW �,� TO CONDUCTOR FROM GROUND GRID 1/2" EXPANSION JOINT EVERY 15'. — — _ 86 TO EXISTING BUILDING GROUNDING SEE EXPANSION JOINT SECTION. IS 34c AL SPACES j SYSTEM. - A-R VENTS LOCATED 0, VIEW^ .l rrr.E.Ds DP rer:ras CNIT PLAN N SIDE vlaw _ - - - - - - - - - - - _ VARIES U.S. PATENTS 2 BARE STRANDED COPPER SEE PLANS i _ _ _ 7,779,581 CONDUCTOR BURIED MINIMUM 30" 5" 6" 6„ FINISHED GRADE ` 'E'�� & 8,028,491 USVATENTS +ONE OR YORE US PATELTS l•F.VDIi:G SEC ION A-A rN,o= BELOW GRADE AND MINIMUM 5' 2% MAX. — — - — �.....•............................� �_::�W..f r < 2<36::VE u.P AWAY FROM CONCRETE SLABS. '.'': VfE%._E .....:.........:::. fa::rn -�:. ::'': ii.• PROJECT .015 HiOtl:YP. O •••••'••••••'••••••••• WET SET ADA REPLACEMLE TACTILE 900 l xTr. �f �y�� 8» __ <SO 0 � 1::::�•.� I:::.:tN)f:;:;.l-ai::. 8-BOL:C LOCATIONS UNIT " _ "'-ra' .y_YiS� r ::::^^^::fffYY:::" --•"'hYYY^"`••• •"^rr``• 8-BOLT fAGAT70N5 'm I =2 BARE STRANDED COPPER :.....;. m= N U 2.35C" TN LINP TRUNCATED CCNE PAT^.'e L '-: ::,aR •• PART SIZE 24' x 36• LL 0 CONDUCTOR FROM GROUND GRID PLnc+s AND DETAILS Y _ TO BASE OF FUEL TANK AT LPROCESSED AGGREGATE BASE - - BOTH ENDS. CONNECTION TO ':�:EiiE: ABA-RI;n2436 06-11-? GROUND GRID AND TANK BY 4000 PSI CONCRETE " ""''"'` "l -- -- _- EXOTHERMIC WELD. -- 2.350/ 01 I I 1-6x6 - 1'"-4xW1.4 WIRE MESH _ - f L D /J(\ ROi SD SIDEWALK SECTION ION `REX READ BOLTS c WAS4ER 8-PL. VIR'r7 - D" 2 x SIZE ADA$OLUTIOONU"AC. _ _ 0[TLOT<OIL WAM1N�NO LVp4. i [01f I[OLfT111EH Op0ff MOf J VIEW -B 3 x SI7,F. FIE?.D DOT '/ 66I.1E LAYOUT W W W.ADATILE.COM 4PHONE:(800)372-0519 x I I ! 13MAl1:INFO(ajDATIL;;.COh1 O g #2 BARE STRANDED COPPER 8' X 7/8" DIAMETER h 1 SIDE��AL CONCRETE DE TAI L CONDUCTOR BOND TO GROUND ROD WITH TOP 4 o CONCRETE PAD REBAR. (TYP.) 6" BELOW GRADE. (TYP.) jh- 5/8" SMOOTH METAL DOWELS DIPPED SCALE: F IN LIQUID ASPHALT AND BOND BREAKER U 1/2" CORK ASPHALT OR ASPHALT U- TREATED FIBER EXPANSION JOINT MATERIAL " x 12 DEEP SAWCUT ui FILLED WITH SEALER J TANK GROUNDING D E TAIL EXPANSION JOINT SECTION 1 SCALE: NTS ° VARIES 0 o SEE PLANS #4 SMOOTH DOWEL AT 12" O.C. (BONDBREAKER o FINISHED GRADE �f p 0 6" 3/8" TOOLED JOINT ON ONE SIDE) 12 (TYP) c0 CD 6„ r 2» SLOPE 1/8" /FT —I —6" 1 1/2" R W F- I 2% MAX. ---------- - 0o a� I-�---------------------- PAVEMENT w _ �4" RESIDENTIAL IL 8» 1 i g»T 5" COMMERCIAL 0 12" v Y v�L -' 14" 8" I .� D- MEDIUM-TO-FINE TEXTURED — PROCESSED AGGREGATE BASE BROOM FINISH a�3 SAWCUT JOINT 1/3 DEPTH 4000 PSI CONCRETE 4000 PSI CONCRETE E AT MIDPOINT WHEN OVERALL LLJ 6x6 - W1.4xW1.4 WIRE MESH o w LENGTH/WIDTH IS GREATER '= a THAN 15' PROCESSED AGGREGATE BASE W CONCRETE CURB AND SIDEWALK 5 CONTRACTION JOINT DETAIL ow _ J 2 VEHICLE FUELING CONCRETE PAD 3 SCALE: N.T.S. SCALE: NTS SCALE: NTS 0 N SCALE: PROJ.No.:20131318.T10 a TOWN OF SOUTH WINDSOR � HORZ.: DATE:06/10/2014 VERT.: DATUM: Z�j VTSS&O'NEILL o UST REMOVALS AND AST INSTALLATION AT 151 SAND HILL RD. -� HORZ.: VERT.: 146 I C1'PURD RONN CD-101 i.1A(;I 1IIS'1'ISR,(:UN\I;Cf ICI1'" �lAu4u _IL w 860.646.2469 CONCRETE FUELING PAD, SIDEWALK & GROUNDING DETAILS 1• XX/XX XX �w'w.fand�!.c! it No. DATE DESCRIPTION DESIGNER REVIEWER 151 SAND HILL ROAD SOUTH WINDSOR.CONNECTICUT (OR A10SHOWN GENERAL NOTES: ON PLANS) 1. THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ACCORD ANCE WITH THE STRUCTURAL REQUIREMENTS FOR y THE 2009 CONNECTICUT STATE BUILDING CODE, EXCEPT AS AMENDED, ALTERED OR DELETED BY THE ADDITIONAL PROVISIONS 1.5% IN THE CONNECTICUT SUPPLEMENT. 2. ALL STRUCTURAL WORK SHOWN OR SPECIFIED ON THESE DRAWINGS IS SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER OF RECORD. ASPECTS OF THE WORK FOUND NOT IN ( ONFnRNAANnF IA/ITW Tor- CTDI I(`TI IDni „��r, SHALL, - '-- • ••• �-�-'" 1 11� v� Ivr\r\t_ vvlvIVIEIVIJ S ALL tit CORRECTED AS DIRECTED BY THE ENGINEER. SMOOTH, ROUNDED CONCRETE TOP 3. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF REINFORCING STEEL FOR REVIEW BEFORE PROCEEDING WITH WORK. FUEL TANK PAD 6" DIA. STEEL PIPE THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND ACCEPT FULL RESPONSIBILITY FOR DIMENSIONAL CORRECTNESS. SHOP FILLED WITH CONCRETE---_ 1/2" DRAWINGS SHALL BEAR THE REVIEW AND APPROVAL STAMP OF THE CONTRACTOR, IN ACCORDANCE WITH THE GENERAL CONDITIONS. YELLOW POLYETHYLENE COVER 4. STRUCTURAL PLANS SHALL NOT BE REPRODUCED IN WHOLE OR IN PART FOR USE AS SHOP DRAWINGS OR ERECTION 4'-0" PLANS. (THERE WILL BE NO RELAXATION OF THIS RESTRICTION FOR ANY TRADE). 4' ` 5. SITE WORK, CONCRETE, AND BITUMINOUS PAVEMENT TO BE DONE IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR PUBLIC \4 FINISHED GRA--= 1/2" EXPOSURE AND IMPROVEMENT SPECIFICATIONS AND CONN DOT FORM 816 LATEST REVISIONS. I (MIN.\ - __- } UULU WEN HER CONSTRUCTION PROCEDURES: 6.5' --- 8% CURB -=(MAX.) 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTINUOUSLY PROTECT SOILS, CONCRETE, MASONRY AND OTHER TRANSITION - BUILDING MATERIALS FROM DAMAGE DUE TO COLD TEMPERATURES, UNTIL THE BUILDINGS HAVE BEEN TURNED OVER TO THE AGAINST UNDISTURBED EARTH 4' CLASS "A" CONCRETE POURED -0" OWNER. THIS SHALL INCLUDE TEMPORARY ENCLOSURES, INSULATED BLANKETS AND TEMPORARY HEATING AS REQUIRED. CL� DETECTABLE OR SONOTUBE FORM 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE ANY DAMAGED OR DEFECTIVE WORK, IN A E o°o MANNER APPROVED BY THE ENGINEER. Y WARNING STRIP 0 0 0 E °o°°° VEHICLE FUELING PAD 0 0 0 0 3. FOOTINGS SHALL NOT BE CONSTRUCTED ON FROZEN GROUND. ALL FROZEN SOIL SHALL BE REMOVED AND REPLACED WITH °0° I 6" COMPACTED STRUCTURAL FILL OR COMPACTED CRUSHED STONE. � FLUSH �» I 4. FROZEN MATERIALS OR MATERIALS CONTAINING ICE SHALL NOT BE USED. rr 12' 6" 12 ,lo'ih W." ALL PROTECTIVE AND CORRECTIVE WORK SHALL BE DONE AT THE EXPENSE OF THE CONTRACTOR. NOTE: CONCRETE TO BE TROWELLED TO PITCH AWAY FROM BOLLARDS AS SHOWN ABOVE. CONCRETE NOTES: 0 N L-I A N I n I A D D n N A F) IQ n I I A D f1 F- E-7 All rnN( RFTF NInTF7c AQ nr-All En nnI currT I I /71VUIl�/1� i \ /`1IV[ F- ^ I f�IL �� ^� VLIfNILLV VIv ')nEEI l,v- IVI SHALL APPLY. SCALE: NTS L SCALE: NTS a� ~ NOTE: DETECTABLE WARNING STRIPS SHALL BE INSTALLED ON ALL RAMPS. DETECTABLE WARNING STRIPS SHALL BE A PREFABRI(ATED DETECTABLE WARNING o SURFACE TILE THAT IS CAST IN PLACE A%D REPLAEA=--= S-Cn AS ALTERCAST a_ DETECTABLE WARNING SYSTEM MANUEAC- Pc.r'.' ALERTILE OF APPROVED o EQUIVALENT. a_ O C� p WIDTH OF PERMANENT REPAIR JI ' JOINT SEALER 1 1-2" E TUMINOUS CONCRETE CLASS II N 1 1/2" CLASS 2 TA--�` COAT 00 SAW CUT AND BITUMINOUS CONCRETE TACK COAT IN 2" CLASS 1 BITUMINOUS EXISTING ROAD 2" BITUMINOUS CONCRETE CLASS 1 jCONCRETE COURSES----- SURFACE -- --------- ------- ------------------ 12(r I wJ SEED: BY WEIGHT PENNLAWN RED FESCUE.. ... .. . . . .40% t- I CHEWINGS FESCUE . . . . . . . .. . .. . . . .25% � _ 12rr I WIDTH OF DISTURBED I \\\ 8' PROCESSED MULCH LAYER OF HYDROMULCH CHEWINKENTUCKY BLUE GRASS. . . . .. . .. . .25% o i PAVEMENT OR 12 ---- _ _ _ _ 0 C:: O O AGGREGATE BASE OR STRAW; 2 TONS PER ACRE I w PERENNIAL RYE. . . . . . . . .. . .. . . . . . .10% , m , U 10 I.-, MIN. — � MIR. _ TEMPORARY REPAIR I O 0 G O 0. RED TOP. . . .. . . .. . . . . . . . . .. . .. . . .05% > f 60 POUNDS PURE LIVE SEED PER ACRE ° - --- - -------. O D 0 O O n n n EXISTING GRADE 4" MIN. �/ PROCESSED AGGREGATE _ Ir , 7 IL BASE t 10" SUBBASE — o a ' 1 w O I BACKFILL { \-FERTILIZER: COMMERCIAL 10-10-10, of �!' f- TRENCH WIDTH—1 a 300 POUNDS PER ACRE - - TOPSOIL: MIN. OF 4" DEPTH, A NATURAL, C0 6 \` I FERTILE, AGRICULTURAL SOIL CAPABLE a ALL TILE SHALL BE BRICK RED. OF SUSTAINING VIGOROUS PLANT GROWTH. cM 0 ASPHALT CUTS TO BE SAW CUT AND CRACK SEALED UPON COMPLETION. SUBBASE LINE SEE SPEC ON SHEET 2/CD-102. c>S a CA TUMINOUS PAVEMENT TRENCH REPAIR ASPHLT REPAI .1 DETAIL TOPSOIL, FERTILIZER, SEED (1, MULCH 0 (DS LE: NTS 4 SCALE: NTS 5 SCALE: NTS W w (n CD WIr } j J 00 r co r M O N a SCALE: 0 HORZ TOWN OF SOUTH WINDSOR DATOE:No.:22006110/ 14318.T10 0 VERT FUSS&O'NEILL DATUM:HORZ. UST REMOVALS AND AST INSTALLATION AT 151 SAND HILL RD. L VERT.: 1461IAI(I1,0Rl)Ro .%I) MANCI II..:STI IR,CONNI:01CL-I-0604i, CD-1 a_ W 8co.6,4r,.24c9 HANDICAP RAMP, BOLLARD, PAVEMENT& ASPHALT REPAIR, & SOIL DETAILS N 'n 1. XX/XX XX fut�u.cnm No. DATE DESCRIPTION DESIGNER I REVIEWER 151 AND HILL ROAD $pUTI I WINDSOR.CONNECTICUT 2000145 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 03/30/2020 GIS ID: 79800151 FEE: 360.00 MUNIS APPLICATION# 202000353 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SBA COMMUNICATIONS ADDRESS: 151 SAND HILL ROAD ADDRESS: 134 FLANDERS ROAD OWNER: SOUTH WINDSOR TOWN OF 56 SUITE 125 1540 SULLIVAN AVENUE WESTBORO,MA 01581 DESCRIPTION OF WORK: SWAP 6 EXISTING CELL ANTENNAS WITH 6 NEWER CELL ANTENNAS (T-MOBILE ANTENNA WORK) SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/30/2020 1:59 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500275 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 06/22/2015 GIS ID: 79800151 FEE: 225.00 MUNIS APPLICATION# 201500714 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: VERIZON WIRELESS ADDRESS: 151 SAND HILL ROAD ADDRESS: 99 EAST RIVER DRIVE OWNER: _SOUTH WINDSOR TOWN OF 56 EAST HARTFORD,CT 06108 SAND HILL RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REPLACEMENT OF EXISTING ANTENNAS WITH NEW MODELS AND ADDING REMOTE RADIO HEADS. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/23/2015 9:42 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500566 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 09/28/2015 GIS ID: 79800151 FEE: 225.00 MUNIS APPLICATION# 201501228 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SBA COMMUNICATIONS CORP. ADDRESS: 151 SAND HILL ROAD ADDRESS: 33 BOSTON POST ROAD OWNER: SOUTH WINDSOR TOWN OF 56 SUITE 320 SAND HILL RD MARLBOROUGH,MA,01752 SOUTH WINDSOR,CT 06074 x DESCRIPTION OF WORK: ADD 3 NEWER TECHNOLOGY CELL ANTENNAS AND ASSOCIATED EQUIPMENT TO EXISTING CELL SITE. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/28/2015 10:29 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 14000551 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 10/23/2014 GIS ID:79800151 FEE: 225.00 MUNIS APPLICATION# 201401427 BUILDING DESCRIPTION: APPLICANT, LOCATION NAME: SBA COMMUNICATIONS CORP. ADDRESS: 151 SAND HILL ROAD ADDRESS: 33 BOSTON POST ROAD' OWNER: SOUTH.WINDSOR TOWN OF 56 SUITE 320 `' --SAND HILL RD MARLBOROUGH,MAk01752 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REPLACE 6 EXISTING CELL ANTENNA'S WITH 6 NEWER TECHNOLOGY ANTENNA'S AND ASSOCIATED EQUIPMENT. .p r SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. _^ F CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/23/2014 12:10 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 14000669 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 12/04/20 l4 GIS ID: 79800151 FEE: 15.08 MUNIS APPLICATION# 201401715 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ENVIRONMENTAL SERVICES INC ADDRESS: 151 SAND HILL ROAD ADDRESS: 90 BROOKFIELD STREET OWNER: SOUTH WINDSOR TOWN OF 56 SOUTH WINDSOR,CT 06074 SAND HILL RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: TO INSTALL(1)600 GALLON CONVAULT ABOVE GROUND GAS TANK AND ASSOCIATED PUMP,METER,PROBE,AND PIPING.ALSO INSTALL CONCRETE PAD AND CONCRETE SLAB. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/4/2014 10:58 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000294 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 06/28/10 GIS ID:79800151 FEE: 225.00 MUNIS APPLICATION# 201000748 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: MAXTON TECHOLOGY INC. ADDRESS: 151 SAND HILL ROAD ADDRESS: 1296 BLUE HILLS AVENUE OWNER: SOUTH WINDSOR TOWN OF 56 BLOOMFIELD,CT 066002 SAND HILL RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ADD ANTENNAS TO TOWER SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE'APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/28/2010 I0:19 AM THE FEE ABOVE INCLUDES A$0.22 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000121 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 04/12/10 GIS ID:79800151 FEE: 60.00 MUNIS APPLICATION# 201000301 BUILDING DESCRIPTION: APPLICANT•'' G .; LOCATION NAME: CONSTRUCTION SERVICES i ADDRESS: 151.SAND HILL ROAD ADDRESS: 633-3 NORTH BRANFORD ROAD', OWNER ; ..SOUTH WINDSOR TOWN OF 56 BRANFORD,CT 06405, _, ,,�r SAND HILL RD 'SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REMOVE 3 EXISTING ANTENNAS AND REPLACE WITH 3 LTE ANTENNAS VERIZON WIRELESS SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE'WITH.THE'APPLICATION'AND PLANS-APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 4/21/2010 9:45 AM THE FEE ABOVE INCLUDES A$0.22 PER THOUSAND CT STATE EDUCATION SURCHARGE 14000073 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 03/05/2014 GIS ID: 79800151 FEE: 225.00 MUNIS APPLICATION# 201400184 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SBA COMMUNICATIONS CORP. ADDRESS: 151 SAND HILL ROAD ADDRESS: 33 BOSTON POST ROAD OWNER: SOUTH WINDSOR TOWN OF 56 SUITE 320 SAND HILL RD MARLBOROUGH,MA 01752 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ADD 3 NEWER TECHNOLOGY CELL ANTENNAS TO EXISTING CELL SITE. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCOR NCE,:WITH THE APPLICATION ANDPLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/5/2014 12:30 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 14000251 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 06/06/2014 GIS ID: 79800151 FEE: 5.72 MUNIS APPLICATION# 201400492 BUILDING DESCRIPTION: APPLICAN LOCATION NAME: CUSTOM ELECTRIC C" ADDRESS: 151 SAND HILL ROAD ADDRESS: 52 MAIN STREET OWNER: SOUTH WINDSOR TOWN OF 56 MANCHESTER,CT,06040 SAND HILL RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: STRUCTURAL FOR GENERATOR PAD. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: s OCCUPANCY GROUP: ^_e BUILDING OFFICIAL 6/6/2014 1:12 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 14000385 TOWN OF PERMIT NUMBER BUILDING PERMIT DATE: 08/06/2014 GIS ID:79800151 FEE: 225.00 MUNIS APPLICATION# 201400954 BUILDING DESCRIPTION: APPLICANT' "��r ,by+"; LOCATION NAME: VERIZON WIRELESS` ADDRESS: 151,SAND HILL ROAD ADDRESS: 99 EAST RIVER DRIVE., <' OWNER: SOUTH WINDSOR TOWN OF 56 EAST HARTFORD,CT 06108 SAND HILL RD SOUTH,WINDSOR,CT 06074 DESCRIPTION OF WORK: VERIZGN WIRELESS ANTENNA REPLACEMENM , c' Yr SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. ,k CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/6/2014 8:50 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 13000038 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 02/01/2013 GIS ID:79800151 FEE: 225.00 MUNIS APPLICATION# 201300065 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SBA COMMUNICATIONS CORP. ADDRESS: 151 SAND HILL ROAD ADDRESS: 33 BOSTON POST ROAD OWNER: SOUTH WINDSOR TOWN OF 56 SUITE 320 SAND HILL RD MARLBOROUGH,MA 01752 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REPLACE EXISTING ANTENNAS WITH NEW AND GROUND EQUIPMENT. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITII THE'APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/1/2013 12:30 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1542 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF USE DATE: 10/05/10 GIS ID:79800151 FEE: 10.00 MUNIS APPLICATION# 200900502 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: TRANSCEND WIRELESS LLC ADDRESS: 151 SAND HILL ROAD ADDRESS: 10 INDUSTRIAL AVENUE OWNER: SOUTH WINDSOR TOWN OF 56 2ND FLOOR .` SAND HILL RD MAHWAH,NJ 07430 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: SWAP OUT ANTENNA ADD CABINET TO EXISTING CELL SITE SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/5/2010 12:1 I PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 13000054 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 02/19/2013 GIS ID:79800151 FEE: 766.00 MUNIS APPLICATION# 201201705 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: BURNS&MCDONNELL ADDRESS: 151 SAND HILL ROAD ADDRESS: 9400 WARD PARKWAY, OWNER: SOUTH WINDSOR TOWN OF 56 KANSAS CITY,MO 64114 SAND HILL RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: POUR CONCRETE PAD. INSTALL HYDROGEN FUEL CELL AND HYDROGEN STORAGE MODULE. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/20/2013 8:45 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 12000454 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 08/20/12 GIS ID: 79800151 FEE: 375.00 MUNIS APPLICATION# 201201037 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: NEXLINK GLOBAL SERVICES, INC. ADDRESS: 151 SAND HILL ROAD ADDRESS: 800 MARSHALL PHELPS ROAD OWNER: SOUTH WINDSOR TOWN OF 56 WINDSOR,CT 06095. SAND HILL RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: AT&T SITE MODIFICATION TO EXISTING WIRELESS FACILITY. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/20/2012 3:00 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 12000482 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 09/04/12 GIS ID:79800151 FEE: 12.48 MUNIS APPLICATION# 201201085 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: THE ANDREW ANSALDI CO. ADDRESS: 151 SAND HILL ROAD ADDRESS: 186 BIDWELL OWNER: SOUTH WINDSOR TOWN OF 56 MANCHESTER,CT 06040 SAND HILL RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: RENOVATION OF POLICE DEPARTMENT DISPATCH CENTER. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE_WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/4/2012 12:35 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1700048 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 02/15/2017 GIS ID: 79800151 FEE: 225.00 MUNIS APPLICATION# 201700106 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SBA COMMUNICATIONS ADDRESS: 151 SAND HILL ROAD ADDRESS: 134 FLANDERS ROAD OWNER: SOUTH WINDSOR TOWN OF 56 SUITE 125 SAND HILL RD WESTBORO,MA 01581 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: SWAP 3 EXISTING REMOTE RADIO UNITS WITH 3 NEWER TECHNOLOGY REMOTE RADIO UNITS AND ASSOCIATED EQUIPMENT AT EXISTING CELL SITE. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/15/2017 11:57 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300011 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SPRINKLER PERMIT DATE: 02/20/2013 GIS ID:79800151 FEE: 0.52 MUNIS APPLICATION# 201201085 BUILDING DESCRIPTION: APPLICANT I LOCATION NAME: GGL FIRE PROTECTION LLC ADDRESS: 151 SAND HILL ROAD ADDRESS: 567 MAIN ST OWNER: SOUTH WINDSOR TOWN OF 56 S GLASTONBURY,CT 06073 ; SAND HILL RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: RENOVATION OF POLICE DEPARTMENT DISPATCH CENTER. RELOCATE EXISTING 4 SPRINKLER HEADS TO ACCOMODATE NEW GRID CEILING. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/20/2013 10:33 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800248 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 05/17/2018 GIS ID: 79800151 FEE: 3.38 MUNIS APPLICATION# 201800702 BUILDING DESCRIPTION: APPLICANT -1 LOCATION NAME: PRECISION MECHANICAL LLC. ADDRESS: 151 SAND HILL ROAD ADDRESS: 9 BRADWAY POND ROAD OWNER: -SOUTH WINDSOR TOWN OF 56 STAFFORD SPRINGS;CT 06076 SAND HILL RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL REPLACEMENT HOT WATER HEATING SYSTEM. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 5/17/2018 3:20 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600031 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 01/26/2016 GIS ID:79800151 FEE: 69.94 MUNIS APPLICATION# 201600071 BUILDING DESCRIPTION: APPLICANT. LOCATION NAME: AIR TEMP MECHANICAL ADDRESS: 151 SAND HILL ROAD ADDRESS: 360 CAPTAIN LEWIS DRIVE. OWNER: SOUTH WINDSOR TOWN OF 56 SOUTHINGTON,CT 06489 SAND HILL RD SOUTH WINDSOR,CT 06074 . 1 DESCRIPTION OF WORK: COOLING TOWER AND WATER SOURCE HEAT PUMP REPLACEMENT PER TOWN BID. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/26/2016 4:04 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1100233 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 07/29/11 GIS ID:79800151 FEE: .78 MUNIS APPLICATION# 201100557 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: MARK DOODY ADDRESS: 151 SAND HILL ROAD ADDRESS: 59 KING SPRING ROAD .. OWNER: SOUTH WINDSOR TOWN OF 56 WINDSOR LOCKS,CT 06096 SAND HILL RD SOUTH WINDSOR,CT 06074 5 DESCRIPTION OF WORK: RENOVATIONS--DEMO AND INSTALL NEW FLOOR,.CEILING,AND HALLS. S.W.POLICE STATION--ALL WORK TO BE DONE ON LOWER LEVEL. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH,.THE;APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 7/29/2011 8:51 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 11000008 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SPRINKLER PERMIT DATE: 07/29/11 GIS ID:79800151 FEE: .26 MUNIS APPLICATION# 201100557 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: DAVID ADAMS CPT LLC. ADDRESS: 151 SAND HILL ROAD ADDRESS: P.0.BOX 308 OWNER: SOUTH WINDSOR TOWN OF 56 BROAD BROOK,CT 06616 ' SAND HILL RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: RENOVATIONS--DEMO AND INSTALL NEW FLOOR,CEILING,AND HALLS. S.W:POLICE STATION=-ALL WORK TO BE DONE ON LOWER LEVEL. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 7/29/2011 10:39 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1200413 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 10/18/12 GIS ID:79800151 FEE: 3.90 MUNIS APPLICATION# 201201085 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ACCRA-TEMP INC. ADDRESS: 151 SAND HILL ROAD ADDRESS: 40 CHELTON AVENUE' OWNER: SOUTH WINDSOR TOWN OF 56 W HARTFORD,CT 06110. SAND HILL RD SOUTH WINDSOR,CT 06074 } DESCRIPTION OF WORK: RENOVATION OF POLICE DEPARTMENT DISPATCH CENTER. FURNISH AND INSTALL HEATING AND A/C SYSTEMS. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH,THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/18/2012 12:18 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 201 00 11 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 01/25/12 GIS ID: 79800151 FEE: 10.00 MUNIS APPLICATION# 201000301 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: CONSTRUCTION SERVICES„ ADDRESS: 151 SAND HILL ROAD ADDRESS: 633-3 NORTH BRANFORD ROAD OWNER: SOUTH WINDSOR TOWN OF 56 BRANFORD,CT 06405 :'" f -SAND HILL RD . SOUTH WINDSOR,CT 06074 A, DESCRIPTION OF WORK: REMOVE 3 EXISTING ANTENNAS AND REPLACE WITH 3 LTE ANTENNAS VERIZON,WIRELESS SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: - BUILDING OFFICIAL 1/25/2012 9:11 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400246 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 06/10/2014 GIS ID: 79800151 FEE: 13.26 MUNIS APPLICATION # 201400492 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: MEGA MECHANICAi SERVICES, L.LC. ADDRESS: 151 SAND HILL ROAD ADDRESS: 98 COMMERCE STREET OWNER: SOUTH WINDSOR TOWN OF 56 GLASTONBURY,CT 06033 SAND HILL RD SOUTH WINDSOR,CT 06074 x DESCRIPTION OF WORK: ST I;CALkRAL FOR GENERATOR PAD. DIE AND BOILER OIL PIPING FOR GENERATOR. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCOR NC:F WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: ' OCCUPANCY GROUP: BUILDING OFFICIAL 6/10/2014 9:48 AM THE FEE ABOVE INCLUDES A S0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400188 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 06/06/2014 GIS ID: 79800151 FEE: 51.22 MUNIS APPLICATION # 201400492 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: CUSTOM ELECTRIINC. ADDRESS: 151 SAND HILL ROAD ADDRESS: 52 MAIN STREET � OWNER: SOUTH WINDSOR TOWN OF 56 MANCHESTER,CT'0640 SAND HILL RD 7-1 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: STRUCTURAL FOR GENERATOR PAD. INS A ATION OF NEW GENERATOR AND AUTOMATIC TRANSFER SWITCH. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE.WITH-.THE APPLICATION,AND,PLANS APPROVED BY THE BUILDING DEPARTMENT. ' , CONSTRUCTION TYPE: .� '� s OCCUPANCY GROUP: BUILDING OFFICIAL 6/6/2014 1:12 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400473 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 12/04/2014 GIS ID:79800151 FEE: 1.30 MUNIS APPLICATION# 201401715 BUILDING DESCRIPTION: APPLICANT..` ;':r� _� :;; LOCATION NAME: DUBALDO ELECTRIC CO LLC ADDRESS: 151:SAND HILL ROAD ADDRESS: 914 DURHAM ROADa ;';A ,' OWNER: SOUTH WINDSOR TOWN OF 56 MADISON,CT 06443 ,w F y ;SAND HILL RD —SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: DICONNECT.OLD GAS PUMP AND WIRE--REVISE UNDERGROUND. ELEC. CONDUITS=-RECONNECT NEW GAS PUMP AND"CONTROLS. SPECIAL CONDITIONS: L ALL WORK TO BE DONE IN ACCORDANCE-WITH THE APPLICATION AND PLANS'.APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/4/2014 2:30 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600082 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 03/03/2016 GIS ID: 79800151 FEE: 1.30 MUNIS APPLICATION# 201600071 BUILDING DESCRIPTION: .F APPLICANT r' LOCATION NAME: MICELI ELECTRIC LLC ADDRESS: 151 SAND HILL ROAD ADDRESS: 33 MAPLE RIDGE DRIVE OWNER: SOUTH WINDSOR TOWN OF 56 FARMINGTON,CT 06032; SAND HILL RD w, ¢ SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: WIRING OF COOLING TOWER A/C SPLIT SYSTEM-HEAT PUMPS. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS,APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/3/2016 11:21 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1200365 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 10/15/12 GIS ID:79800151 - FEE: 4.94 MUNIS APPLICATION# 201201085 BUILDING DESCRIPTION: h-' S APPLICANT ; r ;` LOCATION NAME: ACE TECHNOLOGIES` , ,; ADDRESS: 151-SAND HILL ROAD ADDRESS: 279 NUTMEG ROAD OWNER: SOUTH WINDSOR TOWN OF 56 SOUTH WINDSOR,CT,,06074,`' SAND HILL RD wW SOUTH WINDSOR,CT 06074 1 DESCRIPTION OF WORK: RENgO3 VATION OF POLICE DEPARTMENT DISPATCH CENTER. '# SPECIAL CONDITIONS: 'A ALL WORK TO BE DONE IN ACCORDANCE`WITH THE'APPLICATION AND-'PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL I0/15/2012 2:49 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800397 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: l 0/16/2018 GIS ID:79800151 - = FEE: 252.00 MUNIS APPLICATION# 201801991 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: EASTERN COMMUNICATIONS, INC. ADDRESS: 15"AND HILL ROAD ADDRESS: 103 R OLD WINDSOR ROAD OWNER: SOUTH WINDSOR TOWN OF 56 SAND HILL RD BLOOMFIELD,CT 06002 DESCRIPTION OF WORK: 25 KW DC GENERATOR PROVIDED BY T-MOBILE TO INCLUDE CONDUITS,DONCUTORS, CONTROL,ALARM CABLING&GROUNDING ^'`''_' `fy_ �S\ w -..,.s-.n...•ram ... .l s.:E W. Q d .y"'.d jf` SPECIAL CONDITIONS: { $ Y TM ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS AIW VED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: B, OCCUPANCY GROUP: _ B ILDING OFFICIAL 10/16/2018 10:42 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300098 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 02/28/2013 GIS ID:79800151 FEE: 30.16 MUNIS APPLICATION# 201300176 BUILDING DESCRIPTION: APPLICANT,' ;';�';�'.T LOCATION NAME: VENTURE COMMUNICATION AND ADDRESS: IS I SAND HILL ROAD ADDRESS: 368 KILLINGLY ROAD dr, s' OWNER: SOUTH WINDSOR TOWN OF 56 POMFRET CENTER,CT,06259;. SAND HILL RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALLATION OF NEW ACCESS CONTROL SYSTEM,VIDEO UPGRADE AND NEWJ` ERCOM SYSTEM. ALL LOW VOLTAGE CAT.'6. SPECIAL CONDITIONS: ; ALL WORK TO BE DONE IN ACCORDANCE`wrrit TFfE`APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: _ OCCUPANCY GROUP: — BUILDING OFFICIAL 2/28/2013 10:26 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1100141 TOWN OF SOUTH WINDS R, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 06/22/11 GIS ID: 79800151 FEE: 2.34 MUNIS APPLICATION# 201100557 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: COLLIER ELECTRIC CORP. ADDRESS: 151 SAND HILL ROAD ADDRESS: 50 HARVARD STREET OWNER: SOUTH WINDSOR TOWN OF 56 NEW BRITAIN,CT 06051" SAND HILL RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: RENOVATIONS--DEMO AND INSTALL NEW FLOOR;CEILING,AND HALLS. S.W.POLICE STATION--ALL WORK TO BE DONE ON LOWER LEVEL. ELECTRICAL WORK AS PER DRAWINGS.LIGHTING,OUTLETS,AND DEVICES. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/22/201 112:24 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000224 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ;- ELECTRICAL PERMIT DATE: 08/11/10 J ; GIS ID:79800151 FEE: 14.56 MUNIS APPLICATION# 201000990 BUILDING DESCRIPTION: APPLICANT'S 'r LOCATION NAME: CONSERV INC. ""q ADDRESS:. 15I SAND HILL ROAD ADDRESS: 45 INDUSTRIAL PARK,,ROAD OWNER: ySOUTH,WINDSOR TOWN OF 56 TOLLAND,CT 06048t ` + SAND HILL RD e SOUTH WINDSOR,CT 76 8 DESCRIPTION OF WORK: LIGTHING ENERGY UPGRADE LAMPS&BALLAST NEW FIX MOTION SENSS ORS/POLICE STATION EDUCATION FEE ONLY SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH,THE APPLICATION'AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/I 1/2010 12:10 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000285 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 09/28/10 GIS ID:79800151 FEE: .26 MUNIS APPLICATION# 201001292 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: CLEARWIRE ADDRESS: 151 SAND HILL ROAD ADDRESS: 4400 CARILLION POINT OWNER:_ SOUTH WINDSOR TOWN OF 56 KIRKLAND,WA 98033 ' SAND HILL RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 30 AMP FEED TO CABINET EDUCATION FEE ONLY SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE`APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/28/2010 3:36 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 201300049 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 04/26/2013 '' GIS ID:79800151 - ' "� 1�..$ ,, FEE: 0.00 MUNIS APPLICATION# 201201085 ``� 6� � ` "' �, vBUILDIN,G DESCRIPTION: APPLICANTS`'``y �'� , a LOCATION NAME: THE ANDREW ANSALDI CO° v � ADDRESS: 1f1_SAND HILL ROAD ADDRESS: 186 BIDWELL s� � $ `"a, " OWNER:"�' ,_SOUTH WINDSOR TOWN OF 56 MANCHESTER,CT 060401 ' o �.. AND HILL RD -.,SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: RENOVATION OF POLICE'DEPARTMENT DISPATCH CENTER. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE-WITIJ°TIIP.°APPLICATION`AND,PLAN$,APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: q BUILDING OFFICIAL 4/26/2013 9:06 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1700611 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 11/02/2017 GIS ID:79800151 FEE: 1.30 MUNIS APPLICATION# 201701520 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: EVERGREEN CONSTRUCTION ADDRESS: 151 SAND HILL ROAD ADDRESS: 654 B NEW LUDLOW ROAD OWNER: SOUTH WINDSOR TOWN OF 56 SOUTH HADLEY,MA 01075, SAND HILL RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REPLACE HOLLOW METAL DOOR,FRAME AND HARDWARE AT REAR OF BUILDING. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 11/2/2017 10:42 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800397 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 08/02/2018 GIS ID: 79800151 FEE: 450.00 MUNIS APPLICATION# 201801338 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: EMPIRE TELECOM USA LLC ADDRESS: 151 SAND HILL ROAD ADDRESS: 1150 1 ST AVENUE OWNER: SOUTH WINDSOR TOWN OF 56 SUITE 600 4.- SAND HILL RD KING OF PRUSSIA,PA 19406 DESCRIPTION OF WORK: SWAPPING 3 ANTENNAS FOR NEWER MODELS AND ADDING 3 NEW REMOTE RADIO UNITS TOTHE PRE-EXISTING TELECOMMUNICATIONS FACILITY SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: &90 j ga._. OCCUPANCY GROUP: I. L 8/2/20 1 8 4:25 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 11000264 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 06/17/11 GIS ID: 79800151 FEE: 21.32 MUNIS APPLICATION# 201100557 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: MARTINDALE&SALISBURY ADDRESS: 151 SAND HILL ROAD ADDRESS: 1234 HARTFORD TPKE: OWNER: SOUTH WINDSOR TOWN OF 56 VERNON ROCKVILLE,CT 06066 SAND HILL RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: RENOVATIONS--DEMO AND INSTALL NEW FLOOR,CEILING,AND HALLS. S.W.POLICE STATION--ALL WORK TO BE DONE ON LOWER LEVEL. TOWN PROJECT. FEE WAIVED AND EDUCATION FEE COLLECTED. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/17/2011 12:20 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600193 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 04/19/2016 GIS ID: 79800151 FEE: 0.78 MUNIS APPLICATION# 201600407 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: TOWN OF SOUTH WINDSOR ADDRESS: 151 SAND HILL ROAD ADDRESS: 151 SAND HILL RD OWNER: SOUTH WINDSOR TOWN OF 56 S WINDSOR,CT 06074-2026 SAND HILL RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NEW NON-ILLUMINATED WALL SIGN FOR THE SW POLICE DEPARTMENT. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPR BY Tf DING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUI ING OFFICIAL 4/19/2016 2:15 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600327 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 06/01/2016 GIS ID: 79800151 FEE: 225.00 MUNIS APPLICATION# 201600638 BUILDING DESCRIPTION: APPLICANT. LOCATION NAME: SBA COMMUNICATIONS ADDRESS: 151 SAND HILL ROAD ADDRESS: 134 FLANDERS ROAD OWNER: SOUTH WINDSOR TOWN OF 56 SUITE 125 SAND HILL RD WESTBORO,MA 01581, SOUTH WINDSOR,CT 06074 - s a DESCRIPTION OF WORK: SWAP 3 EXISTING CELL ANTENNAS WITH 3 NEWER TECHNOLOGY CELL ANTENNAS AND ASSOCIATED EQUIPMENT. NO CHANGE TO TOWER E SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/l/2016 11:27 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE