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Home My WebLink About151 BUCKLAND ROADSTATE OF MASSACHUSETTS 0 0 m co r D Z 0 STATE OF CONNECTICUT LOCATION MAP LAND DEVELOPM.ENT PLANS F3 jL]� IV T/E D �TD ISSJEJ �� c\\' _�_L I /EVERGREEN I =:7jiL\,\, ......... x nie`: 'oY�a;`'y' ::. x ..... . . . . . . . ,'w..' w„ ` . . . . . . . �i N.T.S.,AND t�0A1 CONTENTS TITLE SHEET AP-1 TO AP-3 APPROVALS SHEET AL-1 ALTA/NSPS LAND TITLE SURVEY (SHEET 1 OF 2) AL-1 ALTA/NSPS LAND TITLE SURVEY (SHEET 2 OF 2) EX-1 EXISTING CONDITIONS PLAN EX-1 EXISTING CONDITIONS PLAN KP-1 KEY PLAN KP-2 KEY PLAN DM-1 DEMOLITION PLAN DM-2 DEMOLITION PLAN OP-1 OVERALL SITE PLAN GN-1 GENERAL NOTES SP-1 SITE PLAN SP-2 SITE PLAN CS-1 CROSS SECTION TT-1 TO TT-2 TRUCK TURNING PLAN - WB-67 TT-3 TO TT-4 TRUCK TURNING PLAN - FIRE GD-1 GRADING AND DRAINAGE PLAN GD-2 GRADING AND DRAINAGE PLAN GD-3 GRADING AND DRAINAGE PLAN SU-1 SITE UTILITY PLAN SU-2 SITE UTILITY PLAN FSP-1 FUEL SITE PLAN FGD-1 FUEL GRADING AND DRAINAGE PLAN FSU-1 FUEL SITE UTILITY PLAN RD-1 OFF -SITE ROADWAY PLAN RD-2 OFF -SITE ROADWAY PLAN EC-1 SEDIMENT AND EROSION CONTROL PLAN (PHASE 1) EC-2 SEDIMENT AND EROSION CONTROL PLAN (PHASE 1) EC-3 SEDIMENT AND EROSION CONTROL PLAN (PHASE 2) EC-4 SEDIMENT AND EROSION CONTROL PLAN (PHASE 2) EC-5 SEDIMENT AND EROSION CONTROL NOTES LL-1 LANDSCAPE PLAN LL-2 LANDSCAPE PLAN LL-3 LANDSCAPE DETAILS DN-1 TO DN-18 SITE DETAILS ESS-1 EXCESS SOIL STOCKPILE LOCATION PLAN RETAINING WALL PLANS (BY OTHERS) ARCHITECTURAL ELEVATIONS (BY OTHERS) PREPARED FOR: EVERGREEN WALIK , LLC 501 EVERGREEN WAY, SUITE 503 �'�UTH WINDSOR, ('_`.T 06074 PREPARED BY: Companies ARCHITECTURE ENGINEERING ENVIRONMENTAL LAND SURVEYNG 100 CONSTITUTION PLAZA 10TH FLOOR HARTFORD, CONNECTICUT 06103 (060) 249-2200 (ouu) 249-24uu Fax VICINITY MAP SCALE: N.T.S. nrs certified that this AFafl AP4 Fr'!3{rr ..uple9 of the proposed ouildFHR 1w rili.'F 3recteO at together with oirr+ondoe t4 Sf4w FY flied witty plan mad f *wav {@ Building and aleto iswy grid 41AAt+:)f.3�F•ff nt t7trftl Mien e►sss NMW i MS%jVW Af .p 'hm gltrm !ka s?i.Ar'O H10 gtit~ & t#* M'. . nrA+.rs- :.rrd1 .vOtitur:eirsa rcggfilitfiq .vtth. t.��'d +Ittl F4tufa7r : ra,rt y cD REGhl MAR 16 2021 Saute VVIhd 0f eu""tlij Uapt SITE ADDRESS: COSTCO BUILDING-1220 TAMARACK AVENUE, SOUTH WINDSOR, CT 06074 FUELING STATION-1251 TAMARACK AVENUE, SOUTH WINDSOR, CT 06074 DEVELOPER: EVERGREEN WALK, LLC 501 EVERGREEN WAY, SUITE 503 SOUTH WINDSOR, CT 06074 DATES ISSUE DATE: NOVEMBER 24, 2020 REVISION DATE: DECEMBER 4, 2020 DECEMBER 23, 2020 JANUARY 07, 2021 JAN UARY 21, 2021 OWNER: EVERGREEN WALK, LLC 501 EVERGREEN WAY, SUITE 503 SOUTH WINDSOR, CT 06074 ADDENDUM #1 RESPONSE TO TOWN COMMENTS ADDENDUM #2 REVISED PER TOWN COMMENTS CAD FILE: CV13C471801 XREF(S): XXXXXXXX I-- o-11 IYV I . . 1l 1 — 1-1— I —Iv ". I.— I — JI'Llilr l4 rrRI I ICIY r Cr MIJJIVIY yr DL %,VM1'fiIVICJ January 23, 2020 Mr. Matthew Bruton BL Companies, Inc. 100 Constitution Plaza, 101h Floor Hartford, CT 06103 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 Certified #70171450000132807062 RE: Appl. #19-56W, Modification of #15-64W - Evergreen Walk Unit 12 Dear Mr. Bruton: At the January 15, 2020 regular meeting, the Inland Wetlands Agency/Conservation Commission approved Appl. 19-56 V vI - Ever gl eel I V Valm Unit 12, 1 S i LUUL'kial IU Rd - I V vIAiCC appllCratlo! I for LI IU mod ificQtion of per mit Trr1 ,J V-T Vnv for the alteration of the existing stormwater detention basin, and associated utilities on a portion of land located west of Buckland Rd, Gateway Development (GD) Zone, with the following conditions: 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be submitted to the Planning Department. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning_ & Zoning_ Commission shall be considered having met this requirement. 2. The applicant shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on February 17, 2021. It is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. Bonds shall be collected in the amount of $30,000 for installation and maintenance of erosion and sediment controls; $20,000 for installation and maintenance of stormwater structures; $30,000 to insure proper installation, follow-up inspection and maintenance of mitigation measures. 5. Mitigation shall be monitored for not less than five years and reported to Town staff. 6. Installation of a valve or other device capable of closing the outlet of the detention basin for spill control. This device may be incorporated into the underground system if that is a better location. 7. The maintenance of the spill control device on the detention basin outlet or underground system shall be included in the operation and maintenance plan. 8. Spill event training shall be included in the stormwater pollution prevention plan. 9. An invasive control plan for Unit 9 shall be implemented with review by town staff, 10. This approval shall not go into effect until the Declaration of Restrictions - Riparian Buffer has been properly amended. 11. The Declaration of Restrictions - Riparian Buffer, Appendix A, shall be amended to show the new boundaries as shown on Exhibit A - Riparian Buffer Boundary Evergreen Walk as presented to the commission at the public hearing, dated 1/15/2020 and signed by Barbara Kelly, Chair IWA/CC and Michelle Carlson, BL Companies. 12. The mitigation plan with respect to the elimination of invasive plant species shall include the existing detention basin and the additional land area added to the Riparian Buffer on the east side of Plum Gully Brook. 13. All approvals required must be obtained and submitted prior to any activity on the site. 14. A contact person shall be identified on the plans - Very truly yours, INLAND WETLANDS AGENCY/CONSERVATION COMMISSION ual bpra K�tly, Ci pair pc�-,r avn cc: Director of Planning, Chief Building Official T_0�� O-P Soa� ?d&U&Ot 1a4v SULLIMINI AVEIVUE f JOUTI-i VV1IVL15VKr [;T UOUf4 TELEPHONE (860) 644-2511 CERTIFIED MAIL 7019 0140 0000 2425 7286 November 24, 2020 BL Companies, Inc. Michelle Carlson 3420 Toringdon Way, Suite 210 Charlotte, NC 28277 Dear Ms. Carlson: Re: Appl. 20-44P,. Costco Wholesale Special Exception Site Plan of Development 9. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. - 10. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 1 1 AT.-. *I'.+. :+- . �11 1- . 1 . 4. '11 +L h��__ _1 Ct�_i_ m---LC- A �- 1---�' _ •ram 1 , L 1. L`I\J L/1111i1.1116 PvL1111W WLU UG issl..lVU WILLI 411C LJ11WU 01 ,5LMC I raffic Hcam1rustraTion certificate nas been issued (per CGS § 14-311). 12. The building street number must be included on the final plan. 13. Pavement markings must be maintained in good condition throughout the site drives and parking areas 14. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. .... 1 1 . t -e n is l'. -t .1 J . rrllglueering cornments dated i 1-10-zU must be incorporated into the final plans. 16. In accordance with Section 6.3.31, a waiver has been granted to allow light poles within the perimeter of the site to be 35 feet in height. As presented by applicant, all lighting, with the exception of security lighting and lighting in employee parking area, shall be turned off one hour after store closing. 17 rr, +L. G A n 4.1-- ! t Y_ _ _. _ y _Y-t� A , 1 r . .LL-L GLVVV1llGL114G VVIL11 OVtaLiUil 64.7, uie Conumssion nas grantect a modification to Ine requiredt number of parking spaces based on the uses presented, allowing 648 spaces. 18. In accordance with Section 4.2.1 LCA Off Street Parking the Commission to grants a waiver for parking lot design as presented. Uh. Unn' ."10.1c MA fr% qA-tAgra vYnzi fkat Ulatn-n;-nrr R., n-n ATm;,amhar I n ')O?O fn nri-nmvP I 19 ThP. 1'-mg;n-dPr-nf+6- Ta-rnaranlr 1[?r%a 1 ►�rsft:rr,�rli farms„+1 n�+1,o T.�,.X.�,�.^ti A^. +. T ' \ 1_11 1-- 1_�_ 1 Y .Y. YY V "I-V �J1VCL0%'L4 LW LL"v 1JV ✓ %J" 411GLL' L11V 1 1"L11111Lrn ld4 LV111LLr\✓Vllil■ i �JJlVlI Y V LVu 1J11 1 ,,..r • VIL..vvi. L v, �...vuv 4v ....r.l.... v , v �14�+i v1 Llly 1 ��-� � �[LLC{.,,ill. 1<LlCLL.L 11<rLYYVI� k3kJLLLIl Vl L11G 11111G�,JGi11i.1G11L 1J1Y111�r1 allCLll Uf'i C:U111pICLCU and Lne with modifications the above referenced application for a Special Exception to Section 4.2.1 l .F(2) and Site Plan walking trail system shown on the general plan shall be completed prior to Issuance of a Certificate of of Development. Occupancy per the Evergreen Walk General Plan approval dated June 23, 2020. This approval is for a Special Exception to Section 4.2.1 LF(2) of the Zoning Regulations for extended trucking ,A."A CYiio Mr," rz� 1'1c.Yrnl.,rt•.,,,rar,+ fnr oin 191 AAA o-r rafa,l far,414w ;ttnri 177Atrr a '{�1Po1 ,ncr cfnfln-n [xTY4164-1 Q. 110ulS L1l.L 01LL J. kill lfl 1.lL V%-,W J11V1L W.I..I. G.11 1V.Jl ,-rv-P J1%+L"Il 1G4V11Jk'.y 111V1"X41115 4" 1.Li4-A11115 13Lf.41LV111, ♦l1l-iL&LL Evergreen Walk Development, Units 4, 5, 9, 12, and 13, to be known as 1220 and 1251 Tamarack Avenue, on property located 151 Buckland Road, Buckland Road Gateway Development zone, as shown on plans prepared by BL Companies, Inc., Project No. 13C4718, dated 09/18/2019 as revised. This approval is subject to the following modifications: 1. Special Exception to Section 4.4.5.E for extended trucking hours from 5:00 AM - 7:00 AM in accordance with approved truck routing plan. A sign shall be installed at the southern access drive indicating conditions of the alternate truck route. 2. Automotive fueling stations are permitted as an accessory retail use. The approved hours are Monday - Friday 6:00 AM - 9:00 PM; Saturday 7:00 AM - 8:00 PM; and Sunday 7:00 AM - 7:00 PM. 3. Prior to commencement of any site work, a meeting must be held with Town Staff. 4. No building permit will be issued until -the final mylars have been filed in the Town Clerk's office. 5. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including bonds in the amount of $3 0,000 to ensure compliance with the erosion and sediment control measures and $20,000 to ensure establishment of storm water system and $30,000 to insure proper installation, follow-up inspection and maintenance of mitigation measures. 6. A landscape bond in the amount of $25,000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. •T A 11 L_�'1...r---....R L,.. :� .Ca.L.. .!^., ,, .].,__�.'L_.] a.L... 1....._.] Tl�.,..3 TS.-.1__' /. tX11 UU11us must UC III one U1 LIM IUMIZi UC,CTIDCU in L11G eilt:lU�GU DULIU rU11tiY. 8. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 91. L3 of the Zoning Regulations. 20. Temporary signage for truck routing during construction shall be installed. 2i. P. wv additiullal haj1U1 .ap uuCussiule Spaces shall be added to the western side of building. 22. Architectural treatment shall be added to the concrete walls in the area of the loading dock. 23. Crosswalk shall be added across Cedar Avenue at the intersection of Cedar Avenue and Evergreen Way. Black and white transparent. mylars of Sheet #'s AP, OP1, SP-1, and SP-2 with the above modifications, together with three print copies of the entire set of plans with live signatures and raised seals (including architectural elevations and landscaping plans) must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission and Water Pollution Control Authority must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. The attached Special Exception form must be completed and filed in the Town Clerk's office. The Special Exception will take effect upon filing. Sincerely, 9 -10 Bart Pacekonis, Chairman Planning and Zoning Commission BP/llz cc: Town Engineer Chief R1lildirlg Officia! Assessor Superintendent of Pollution Control Alan Lamson, FLB Architecture and Planning - Q) N C N •� .0 �> Q UJ LU __J C rma�xxaxiaay.E��cxa. �.ti�:ex�u:awaau:au>x�uaaauxoex 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860)249-2400 Fax ® 1ii1`iuyr 0g CO ��.r,�t;.•' F lli. Cq •. rip°. MAL cttic�:c:x:caa•:n�auaHxsxe��,.w.�rta�a.��roec:.wmxamcar H Z ~ W N U 0 U - 7 --r w O`Oz J ry Z Wo0 W 4 Z U 0 � < (j LU woo LU m Z O L LU CL �] o CL Z I- w Z LU o U O Z U Z o � o �0 V� W�a in Z Z p z w� 10) W (0Wn a ow o Q0�Q0� N 0 N N z 0000 CMm^� Wo_�oo 0 Z N M -It uxx�xal4?xt\n\^x.:'fill\a\\\\a\'tiS:i:Sxi.Yihtia\\\\\\O:iS.\\W'i.;i Designed Drawn Reviewed Scale Project No. 13C4718 Date 09/18/2019 CAD File: AP 13C471801 R��NaWa1�Ni�a`MKv`a�1r`al`a`P%MkH.tlMCHICY.CY..t. �aliM3Gh`ttM3 Title APPROVALS SHEET Sheet No. AP-1 2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. The Special Exception will take effect upon filing of this form. 19. The remainder of the Tamarack Road network (south of the Independent Living) shall be completed and Thence running along the southerly line of land now or formerly Michelle L. & Jason A. Gaines, land now or the walking trail system shown on the general plan shall be completed prior to Issuance of a Certificate formerly David A. & Nathalie S. Wisneski, land now or formerly Stephanie Tostarelli, partly by each, South I, Bart Pacekonis, Chairman of the South Windsor Planning& Zoning Commission hereby certify that on g � y if3' of Occupancy per the Evergreen Walk General Plan approval dated June 23 2020. P Y p g PP � 78°06'01" East a distance of 302.67 feet to a point; P November 10, 2020 the Planning and Zoning Commission granted to Costco Wholesale, a Special Exception to Section 4.Z.11.F(2} of the Zoning Regulations for extended trucking hours and Site Plan of Development for an 20. Temporary signage for truck routing during construction shall be installed. Thence running through said land of Evergreen Walk, LLC the following nine (9) courses and distances: along the southerly line of Unit 14 South 52°38'49" East 163,404 sf retail facility including a fueling station, within Evergreen Walk Development, Units 4, 5, 9, 12, and. 21. Two additional handicap accessible spaces shall be added to the western side of building. a distance of 695.01 feet to a point; along the wester/ and Y southerly lines of Unit 1 I South 34°39'06" West a distance of 30.41 feet to a point; along a curve to the left 13, to be known as 1220 and 1251 Tamarack Avenue on property located 151 Buckland Road Buckland Road GatewayDevelopment zone as shown on plans prepared b BL Companies, Inc. Project No � 13C4718 dated P P P P Y p 22. Architectural treatment shall be added to the concrete walls in the area of the loading dock. having a radius of 507.77 feet a delta angle of 25°37'38", an arc length of 227.12 feet and .a chord bearing of South 25°30'34" West � 1 09/18/2019 as revised, 23. Crosswalk shall be -added across Cedar Avenue at the intersection of Cedar Avenue and Evergreen Way. a chord distance of 225.23 feet to a point; South 13°08'23" West a distance of 288.90 feet to a point; South 76°51' 18" East a distance of 23.09 feet to a point; along a curve to the right having a 1. Special Exception to Section 4.4.5.E for extended trucking hours from. 5:00 AM- 7:00 AM in GIS PIN 89301220 and 89301251 (formerly 15300151) radius of 300.29 feet, a delta angle of 14°45'57", an are length of 77.39 feet and a chord bearing of South 69°3 VO4" East a chord distance of 77.17 feet to a point; along the southerly line of said Unit 11 and the accordance with approved truck routing plan. A sign shall be installed at the southern access drive southerly line of Unit 16, partly by each, South 62°07'42" East a distance of 266.64 feet to a point; along said indicating conditions of the alternate truck route. All that certain piece or parcel of land located on the westerly side of Buckland Road in the Town of South southerly line of Unit 16 along a curve to the right having a radius of 70.00 feet, a delta angle of 55°42'21", an 2. Automotive fueling stations are permitted as an accessory retail use. The approved hours are Monday - Windsor, County of Hartford, and State of Connecticut, being more particularly bounded and described as are length of 68.06 feet and a chord bearing of South 34° 13'31" East a chord distance of 65.41 feet to a point; Friday 6:00 AM - 9:00 PM; Saturday 7:00 AM --- 8:00 PM; and Sunday 7:00 AM- 7:00 PM. follows: South 6°22'20" East a distance of 11.55 .feet to a point; 3. Prior to commencement of an site work a meeting must be held with Town Staff. Y g Beginning at a point on the westerly side of Buckland Road, said point being the southeast corner of land now Thence rennin along the wester/ and sou g g y southerly lines of said land of Realty Income Properties 21 LLC, Unit or formerly Realty Income Properties 21. LLC, Unit 10, and the northeast corner of land :now or formerly 10, the following five (5) courses and distances: South 9° 1421" West a distance of 466.89 feet to a point; along 4. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. Evergreen Walk, LLC, Unit 12; a curve to the left having a radius of 20.00 feet, a delta angle of 79°36' 13", an arc length of 27.79 feet and a 5. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Thence running along said westerly side of Buckland Road South 5° 12'43" West a distance of 141.23 feet to a chord bearing of South 30°35'08" East a chord distance of 25.61 feet to a point; South 70°23' 14" East a Commission, including bands in the amount of $30,000 to ensure compliance with the erosion and Point; Thence through land Evergreen ° „ distance of 119.52 feet to a point; South 74 05 14 East a distance of 253.01 feet to a point; North 53°50'07" East a distance 53 e ofeet to the Dint and of beginning. sediment control measures and $20,000 to ensure establishment of storm water system and $30,000 to running said of Walk, LLC the following eighteen (18) c courses and distances: .78 P Place Containing 1,879,135 square feet or 43.139 insure proper installation, follow-up inspection and maintenance of mitigation measures. 1. along the northerly line of Unit 5 North 70°37' 13" West a distance of 473.84 feet to a point; running through P g g acres. Unit 5 South 9'13'36" West a distance of 34.66 feet to a point; along a curve to the right having a radius of 6. A landscape bond in the amount of $25,000 is required and must be submitted prior to the issuance of a 193.00 feet, a delta angle of 39°37'39", an arc length of 133.48 feet and a chord bearing of South 29°02'25" certificate of occupancy if work is not completed. West a chord distance of 130.84 feet to a point; South 48'51'15"' Vilest a distance of 138.32 feet to a point; 7. All bonds must be in one of the forms described in the enclosed Bond Policy. along a curve to the left having a radius of 145.00 feet, a delta angle of 49°35'48", an arc length of 125.52 feet 8. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the and a chord bearing of South 24°03'20" West a chord distance of 121.63 feet to a point; South 0°44'57" East a OWNER OF RECORD: Evergreen Walk, LLC Zoning Regulations. distance of 15.08 feet to a point; along the northerly line of Unit 2 South 89°31'02" West a distance of 301.81 feet to a point; South 44°45'31" West a distance of 71.01 feet to a point; along the easterly and- northerly lines Dated at South Windsor, Connecticut this 24th day of November, 2020. 9. All laps used in the field b the developer must bear the stamp. authorized signature P Y p p gnature of the Town of of Unit 3 North 10'46'22" East a distance of 17.51 feet to a point; along a curve to the right havin a radius of P g � g South Windsor. 500.00 feet, a delta angle of 10°34'04", an arc length of 92.22 feet and a chord bearing of North 16°03124" East In accordance with CGS Section 8--3d 10. This approval does not constitute approval of the sanitary sewer, which can only be granted by the a chord distance of 92.09 feet to a point; North .21 °20'26" .East a distance of 99.00 feet to a point; North Water Pollution Control Authority. 67°58'25" West a distance of 19.15 feet to a point; North 17°30'02" East a distance of 4,�.63 feet to a point; Chairman Bart Pace North 10°26'44" East a distance of 54.06 feet to a point; North 79°33' I6" West a distance of 33.20 feet to a onis 11. No building permits will be issued until the Offce of State Traffc Administration certificate has been point; South 60°21'34" West a distance of 17.12 feet to a point; North 43 °22' 55" West a distance of 88.21 feet Planing & Zoning Commission issued (per CGS § 14-311). to a point; North 21 °20'26" East a distance of •52.42 feet to a point; North 67°58'25" West a distance of 953.00 12. The building street number must be included an the final plan. feet to a point; Received for record this day of , 20 , at Thence running along the easterly line of land now or formerly 859 Clark St LLC North :3 5°09' 13" East a 13. Pavement markings must be maintained in good condition throughout the site drives and parking areas. distance of470.96 feet to a point; North 50°33' 17" East a distance of 52.60 feet to a point; South Windsor, Connecticut ATTEST: 14. All free standing signs and/or building signs require the issuance of a sign permit before they are Thence running along the easterly line of said land of 859 Clark St LLC and the easterly :line of land now or erected. formerly Arthur L. & Kate C. Soucy, partly by each, North 28°40'55" East a distance of 342.28 feet to a point; 15. Engineering comments dated 11-10-20 must be incorporated into the final plans. Thence running along the easterly and northerly lines of said land of Arthur L. & Kate C. Soucy the following seven (7) courses and distances: North 29°54' 59" East a distance of 311.18 feet to a point; North 22° 13' 51" 16. In accordance with Section 6.3.3.F, a waiver has been granted to allow light poles within the perimeter East a distance of 75.92 feet to a point; North 68°45'33" West a distance of 77.40 feet to a point; North of the site to be 35 feet in height. As presented by applicant, all lighting, with the exception of security 67°40' 11" West a distance of 82.59 feet to a point; North 66°12'08" West a distance of 141.97 feet to a point; lighting and lighting in employee parking area, shall be turned off one hour after store closing, North 7°05' 04" West a distance of 83.88 feet to a point; North 23 °51'22" East a distance of 194.87 feet to a 17. In accordance with Section 6.4.9, the Commission has granted a modification to the required number of paint; Thence running along the southerly line of land now or formerly Arthur Lionel &Kate Clark Soucy, Trustee parking spaces based on the uses presented, allowing 648 spaces. South 77°34'05" East a distance of 115.14 feet to a point; 18. In accordance with Section 4.2.11.C.d Off Street Parking the Commission to grants a waiver for parking lot design as presented. - 0) 0 C 0 4- }SON •� .i 70 U Q LU W J MB IR C 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860) 249-2200 (860)249-2400 Fax .................::::r�� ,�, p cA F tAQ M. M. C* a No ENS NAL Z W N U 0 U CL w O�oz J Iry Z W p 0 W Q z U Q 0 z�z0 (4 O co 0 W L0 CL w O w 0 CL u) w W 0 0 0 U U Z O 0 Z0Op z W W1W 0WW5 0 N o Qo�QW 0000 Z N N N N 0 O N O W U ^ o 0 0 Z N (7 V ..........:cis;:aaxaxla+aexaeau.�a»��w�rooaavoowxewwcuoua�aax Designed Drawn Reviewed Scale Project No. 13C4718 Date 09/18/2019 CAD File: AP13C471801 Title APPROVALS SHEET Sheet No. AP-2 2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF SL COMPANIES (92021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. I 0 00 Iq Cl) Q 11 r, M 11 M co11 0 i ,n U S 8 .92 a,o O M N 7 N N 1, R < o D 0 0 a . V South Windsor I R "'I&I Ido� I. rt C k X %d c 1-1 4 1. .lb, T r , a d 51 �a {� 4spf, 19 ,,, J@ . Site �. 3•` tm;? ..1: 111 41 -1 .. oq,P� , ? 1 ��.�I�l .4`'m1nF, St a , . Tamafv, ..I.I. C_ r 15`1\11 .,f, Ol 411 Bucki,wd'� y LOCATION MAP NOT TO SCALE LEGEND Pronerty i ine r - v , - - - interior Unit Line - - - - Easement Line ii�,' li�Zoning District Line A\ ,a Limit of Wetlands --- ----AI - Edge of Water - Treeline Brushlin e _ - - - -50- - - - Major Contour - - _ _ -- -- - --- __ _ - Minor Contour ^ ^ Retaining Wall Underground Electric Line E E G Gas Line G s Sanitary Sewer s - - - - - - - - - - - Storm Sewer CTv Underground Cable Television Line CTv T Underground Telecommunications Line T w Water Line w E Handhole O cv Gas Valve O CB Catch Basin m Double Type 11 Catch Basin O MH Manhole -6- Fire Hydran t 0 wv Water Valve ® Monitoring Well 0 Deciduous Tree \ / Coniferous Tree /1\ _ _ Deming Street ,/PuerC Road> GENERAL NOTES -- 1. A) THIS MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS -n FT-�--- - N OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1 THROUGH I 20-300b-20 AND THE "STANDARDS AND SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" I PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND I SURVEYORS, INC. AUGUST 29, 2019. B) THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND I N/F TOPOGRAPHIC ACCURACY CLASS T-2. Evergreen Medical Associates LLC N/F Bk'. 2207 Pg. 173 C) BOUNDARY DETERMINATION IS BASED UPON A RESURVEY. David A. & N/F a ® Unit 15 Stephanie D) THE TYPE OF SURVEY PERFORMED IS A PROPERTY/TOPOGRAPHIC SURVEY N/F Nathalie S UNIT 14 Tostarelli � Easement To The AND IS INTENDED TO DEPICT THE EXISTING CONDITIONS WITH RESPECT TO Michelle L. Wisneski Bk. 2418 ' , %. G Connecticut Water Company MONUMENTATiON FOUND, STRUCTURES, EASEMENTS, ENCROACHMENTS, r� N/F & Jason A. Bk. 1021 P 101 N/F Vol. 1761 Pg. 43 VISIBLE UTILITIES, ROADWAYS AND CONTOURS. Arthur Lionel Gaines P9. 3 g' ( 1 Evergreen Walk, LLC , • I#8,-Dem�g I 2. NORTH ARROW AND BEARINGS REFER TO THE CONNECTICUT STATE PLANE Bk. 1734 #76 Deming Bk. 1169 Pg. 4 �. & Kate Clark Street - \\\\\ p - - - - - COORDINATE SYSTEM (CT NAD 83 -EPOCH 2O11) AND ARE BASED ON GPS Soucy Pg. 3146 I Street -1- - / � T\�\��\��,,�� \ \� \ \ Unit 14 � 11 11 OBSERVATIONS PERFORMED BY BL COMPANIES DURING SEPTEMBER 2019 Trustee #67 Deming / 1-1 - - i , % ,\�1(i I \ \ \ \ - ` - - - - - - REFERENCED TO THE C.O.R.S. NETWORK BASE STATION "CTNE" LOCATED IN Street I I / " - - ) ( I I i \ ? \ \ \ J ` _ NEWINGTON, CT HAVING THE FOLLOWING PUBLISHED VALUES: Pg. 312 ir/ 'rt1"E i' / �' I ' I i�, `L\ 1 l ,, \�� .�- i / \ } 11 I I �, ` �1. 1.=1n59 GfviT 15 �� STATION: CTNE (DH7 rr�13)I. o��, A., Ir.,nnn�n♦ Q QQ 1 -- - - Qei�.0 � / i / 1° I I SS " % I ( r I COORVrrvnlw %w r 1): 1v:ovvl•rc.io, r_: 1VVWoa..vo it,#47 Demin +� � �� J // 1 1 � I i , 1""�--�'✓:.`/ -449 E f 1 ) l / I / I 1 _ 36" RCP �- ELLIPSOID HEIGHT (US FT): 12.73 (41.751 m) LQ Street << 2 6? f / - \ ^ / l / �� \ \ \ \, , � 1��5. 01', , '� � o :�:, ,/ r - ��, / / ao \ I, ( / / / \ I\ �\ / y 1 )l(/ f ? /' J / ; � -`` "" 3. ELEVATIONS REFER TO THE NORTH AMERICAN DATUM OF 1988 (NAND 88). THE tr1 i J.-- 5 E 1 � \ r \\ /) i 1\ I\ \ 1 } i / ((\ S / I r DATUM WAS DETERMINED BY USING (GEOID 12B) AND IS BASED ON GPS W 5h Q \ (f / 1 / / J - \ ' �, I L / ( 105 S34'39 06 W „ I OBSERVATIONS PERFORMED BY BL COMPANIES IN SEPTEMBER 2019 AND �" ; 5�.�� 1�' 1 l 1 �(CJ o ��'�/ l (I < o r l 1 +_ . l \ /. ; : a=25 37 38 115, 1 / / I (7 J / ` �\ \ \ - _ \ \ 1 �o' 30.41' REFERENCED TO C 0 R S. BASE STATION "CTNE" LOCATED IN NEWINGTON, CT -+' J i 1 1 I 1 \ / l �bNE. /jiC \ ,I•j ( / / � ./ / // J �l;15 4 46 $ - �\ = _ - \ 1 1 '�, c R'=507.77 I HAVING THE PUBLISHED COORDINATE AND ELEVATION VALUES AS DESCRIBED IN / I \` % ` \ 1 ( / \ - I I i / / ( / R/ avian offer = �\ -!:� \ \ ` I ' L==227.12 NOTE 2 ABOVE. A,iz ` \ ) I I \ 1 ( ( / \\ \ )III \ I /l/ /��J `P g ��"J\ \� _, ��<\ 1 \ I ) i , 1 �I J ( q sr� \ \ \ I L 1 CIHD=S25 30 34 W " " / / \, \ \ ( / / I / \ \\ \ I 1 i Vol: 2'42�P "6Za�� l / 1 1 f 'I �+ , 4. PARCEL IS LOCATED IN A FLOOD HAZARD AREA AE , (BASE FLOOD ELEVATION �j I \ '\ \ I ( � ( i \ \ \ I 1 / 1 Jam- �-A- / ( \ \ I I i I i I I 225.23 n DETERMINED) AND FLOOD HAZARD AREA "AE" (FLOODWAY AREA); AND FLOOD / / \ . \, \ 1 ` I \ 11 11 . \\ .Y1 \ h \ I /< � i / r - . - III ' ,; J I I o G.1 1 \ \ ..\.....,., J /� \ 5. J I I 7nKID "V" IADCAC nCTCD\IIKICn Tn DC nt vroinC TLIC n n% AAIAl11AI f1UAAInC (V" - \ \ ( p I I 'v" `\ \ \ \ \ `` \ l \+ v \ I I ' I i }\r+ r/ % -- \ �( \ \ \ \ / / '/ / I I\`y^ + I i' LVIVC /\ , %n11Gr1J VGIGf\IYIIIYLU 1V OC VV IJlvLG iFIL. V.G/o m-41.4vm- Vr1Y119VG cVI \ / I \ \ \ \ 1 / i \ \ 1 1 \ \ - �1 1 \ \ \ ` (S Fase/r),en t , 1`0, �h,� ! - ` ` ` ECHN" I FLOODPLAIN) AND FLOOD ZONE "X" (SHADED), (AREAS OF 0.2% ANNUAL \ \ \� \ /I i i S \ \ \ \ \ / ( " ) - � + ./ I I \11 \ \\)\ i _ \ �1I I i \ ii % I` �o�necticut+ Wote �bi,6,pqnyI I �i © CHANCE FLOOD) FLOOD LINES GRAPHICALLY PLOTTED AS DEPICTED ON F.LR.M. . 0) i / 0) \ \ \ \ \ J I - %-- \ Jt. i � \\ `` ; - '\ ,� /r,; �� \ ) j \ Voh. 1 iq�' g.. 143f- 'C-L"CB Easement To Yankee COMMUNITY PANEL N0. 09003C0383F PANEL 383 OF 675 EFFECTIVE DATE: \ / / \ ( \\\ \ 44 � 6 2 i l -- % I I I l TF=114. 0 Gas Services Company SEPTEMBER 26, 2008. J / �\ \ \ / l i ' \ \\ \\ \ \ \ \ l ; 1 l l (� I Vol. 1997 P . 84 \ - - / \ \ / I / / N 1 i r-) " \ �� \ \\\� ` , Buffer Tc \ ( i 1 I { I / l \ i\ N/F I I g 5. THE UNDERGROUND UTILITIES DEPICTED HAVE BEEN PLOTTED FROM FIELD \ , ; J i CgNIC xi I i j I; \ \ \\ \\\ Residt�ntlaTl \Zon�l ; \ I I i I) / \ g SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO I i i ( 1 / \ \ �` \ \ I I / 1 / Ever' reen Walk LLC I GUARANTEES THAT THE UNDERGROUND UTILITIES DEPICTED COMPRISE ALL SUCH - \ }'I'' 1 i i ( ( I I I I \ \ ; ' , l ) / i I I I (( j jc.,ce "C-L "ce Bk. 1169 P . 4 \ \ \ ..3 I \ 1 ->, \ \ \T J I 1 ff-114.03/ \ TF=112.34 9 I 41 UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR ( ( ``y, j / f \ \ \ \ l r I \ 5{ 1 \ \ / I I I i \ 1 I 1 , Unit 11 I I Easemenf To The FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES DEPICTED \• �\ ) / 1 MENTr. / 1 \ \ , ) / I 1 �„ ,.CB S13'08 23 W \ �� \. �9` /G T W . I ),;,; \ I I I i kikin g iTrgil,- ` I / / I J I 117�� 17 \ Connecticut Water Company ARE IN THE EXACT LOCATION INDICATED THOUGH THEY ARE PLOTTED AS \ \ 0 � 'v R \ \ - \ I j ' ' T 288.90' I Vol. 2484 Pg. 101 ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS \. ,, W f" �" 1 ( (s: f `� I \ \ \ 1 1 ! `, \ \ Stm MH NOT PHYSICALLY EXPOSED THE UNDERGROUND UTILITIES. PER CONNECTICUT N7'05'04 W \ \\" 7R�1L -RES NTAIL \\ II111 k\ \ \\ 1 I i \l \ \� ) � I / (i CI 1 \�\��kiVg `� '\ \ �TF--11729 STATE LAW THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL UTILITIES --I \ 8s 1\ ' \��\ I ` A� -� + ( .� ,.'s' • I i :.1 ^ N/F PRIOR TO^THE COMMENCEMENT OF EXCAVATION. CALL BEFORE YOU DIG �a�.�� \ , - - V- \ \ + \ \ \ i -1 \ I L \ 10 /'R �, I . �,\ \ / I I n--- f".^,-�r.;.::•.• 1i i I t - lu_ u r r i, v �\ JJ67'40'11"W -I' I J1) , / \ \ \ �\ \ `\ \ \ \ J \ \ \ \ 1 I / 1 / I I TP=i,1�a48{ , !��' �' I I evergreen wa/x, LL� i-a�u-�Zz-�+•+0o. N66 12 OS W 82.59 / \ - \ \ \ 1 �\ \ so , \ I �' I 1 i 1 \ ), `, 11/r � \ Dbl'c"ce I 1 I Bk. 1169 Pg. 4 \ / 1 I Dbl »c „c6 ' , » 1 ` i .7 9 � 1 \ \ I 1 s \ \\ \ , I I i l / I C "ti:B ' I I \ / TF=116. 21 ` ` I TF= l 16.20 Unit 16 141.97 N68'45 33 W : I / \ \ I ! ! T44 5(5A 'o' = ' \ `\ i I + C ') I \ \ \ \ , 1 , J 1 �\ \ I / ECHN' I N/F 77. 40' \ \ >.,l \ I I �\ 1 \ 1 1 \ \ \ . 'fiyv=96. 7 1 / % ` 1 �tm\ M� I ;`\�` ° t� 55.42'21 " MAP REFERENCES Arthur L. & Kate C. 1 \ \ `•€" ,\ \ \ \ a�•t I , \ \ \ ( // ,' I , T 4 , / -T . - it 11\ I Yard Drain R=70.00 � \ ) ! ; ') -� \ \ � / 'k\, l / ) / ; I 1 4/ _ / /TF= j ' 1 , 1 \ \ Stm H TF=117. 77 , / Soucy N22'13 51 E - - \ / r / �' / ) / /i I i I ✓� r /,,/ - I) f} TF- 7.00 Stm MH L=68.06 / A. "SCHEDULE A-3, PAGE 1 OF 2, SURVEY EVERGREEN WALK PLANNED / � ; ( / �I l 1 / /r/I , , r� M14. --J /i/ I _ , Bk. 1784 Pg. 137 75.92 \ ( aZj�rE �r �• / - �` � / l \ / , , / /,� tm MH TF=11754 CHD=S34'13 31 E COMMUNITY BUCKLAND ROAD SOUTH WINDSOR CONNECTiCUT" SCALE: #43 Deming Street \.11 ) / / l�.J / / / / f �� 1 / , -/ T 11,b(/ 1 1 \ F=117 94 : , » 1 ' i \ � / / (/ / / / !� / / / // �/ , � San MH 65.41 1 =600 t, DATE: 11/06/03, REV. OS/23/18, PROJ. NO.: 00-481A10, BY FUSS \ i r / // / // / ��alk/rr trdil j i i (��'jl�� f /% ' / j + I I \ "C"C8 TF=118.81 » �/ & O'NEILL, MANCHESTER, CONNECTiCUT AND FILED AS MAP 427 IN 1}iE TOWN -- � \ , I &-o) �� /i %/i i lO�t ��+e r / > -`\'X i / / f 1 f ,St�n IMIN�L l \ �� n � /- S6 22 20 E�� OF SOUTH WINDSOR CLERK'S OFFICE. r, ncry # cV / �Y- 11.55' / v r y ( / �( I / Shored Parking Space N29'54 59 E \ ) FLU \ / // j/ ; / //i/ , - %'�� l -`_` / �� - (- 1 I _ �o {-,- '-� Easement In Favor " 311.18' i l 1,1 J % ,,i ' �,/ / ,�!i j�ii�� \ 6 m,%M� ; + S m I MM \ I "C"CB B. SCHEDULE A-3, PAGE 2 OF 2, SURVEY EVERGREN WALK PLANNED / I / i / / // \ \ Of Units 12 & 16 zC„ / :>� // /!/� �/i / Inv=9T.1 1A. I 7�= 1 9b ` ' _ _ = S �r COMMUNITY, BUCKLAND ROAD, SOUTH WINDSOR, CONNECTICUT", SCALE: 11, � - / /�/i i / ld l J ti 'T 4103.1r 1 / I � \ 1 ` - - - - T TF=135. 89 Vol. 2415 Pg. 1 \ / ! / - / ! , - - �, - / l./ //.//'n /7/ / ; J S m 1 MH ` \ \. l - ` �� ' S6 '07'+i 21'E I I 1 r' 1 "=300't, DATE: 11 /06/03, REV. 0$/23/18, PROJ. NO.: 00-481 A10, BY FUSS / ! " l '�� ii��-' / / \ Il / / T,,F=714.,98 , \�I � - "C"CB & 0 NEILL MANCHESTER, CONNECTICUT AND FILED AS MAP 4278 IN THE TOWN \ \ 4 .yam - / /i: ..; // / ` , J , ,°, ) \\ ,&/ , , - / 'I = -=J��'� 154 4648 //,/Ilir . 1 / / l I % / 4,-'51 1�- \� .\` \\ I 266`.64 I qn MH TF=135.93 OF SOUTH WINDSOR CLERK'S OFFICE. -- Z\� Ink=$3. P / . `- Rl orian Buffer /% /I') ' + / / \ - \ \ `t-a=i 4'45'57"' t jF Sf33. �j7 1 / 1 ! , �; / P : \ \ 23.09' \ \- ��\7\F�11�.�>s / c»cB i I I i //iji/ Bo�lndary i% y� l v \ \ 1� \ \ \ \R=�00.29 I t / , \ TF=134.22 N/F J I l ',.l VOL 2428 A' 67 \ alkin Trail f \ �FR" \ L I / 6 ' ` - i ,l'' ,vd XI JNII I g ;' ' / l W ql \ . 31 \ \ .\ \\\�\ \ L-7 3� / \ Realty Income Properties 21 LLC 1 1 ) 1 11 Dbl CB 1 j,. O \\ \ \ \ Easement To - - i I I (�SI'I'A�E� / �Illlilll , TF=97,3 , _ / %, I I I ) / / tosement `To The+ \) . \1 \\`Jo\ \ �H �S�9'1'64'YE M Cq'xComm, lnc.;' I Bk. 2415 Pg. 1 �.,� -- -- �, } \ \ I I ( /) l l j / 1111111 90 ,- " / / / / 1 t ! I Fonnecticut `'Water `. \ \_ \ \\�\ \ \\,\ \\�7 7 I I \ Vel. 1753 68• 1 Unit 10 1 \ I (' / I I //i - -�\\\\ ` / / / 1 i Comkny \ ems.\ \`. \` `-`1 ' I \ \ \ »C,ICB l \i L, ,'! #100 Cedar Avenue I Illll \ /ii/ice �'� \\\ , , J.::. ` t I + . \\ , \ 1 ` \ \ \ \ ` \\` \ ///�/�� \\\ ,�. 1 , / I / Vol.col1992 Pg. 43 \ 1 �, \\\\ �- � � o��\ \ TF4134.25 ' 1 \ \ \ ., \ \\ / / S9 14 21 W \ �.':\ \ '�, \ \' �\,��/i�� -- �.� \ � 1 I I I i I / UN(T 13 ? _ _ \ \ \ �1 ,� 0�� T I 466.89'=79'36'13» l l \\ i \ Easerrient©o/The( "LA Fitness" R=20.00 - �. 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AI. _= Z =) W :* cal U CL �- 0 U ,-.F -le III O::DOz W .�I I rV Z W \/ o O Q z U W 0 ., n 0 W U v � W 02 LLJ m z tn V r- 0�L� 0CL 0 ri7 � co Z I-- 2 w 2 2 O 2 U O Z U O O ;;o� 9X a- n zoo Z O z Q 0- LLI U) �owow o Q X Q W O O N N z 4 Z� O` (,4 0 a N N Z - N co -t Designed N/A Drawn PJC /JS_ Reviewed - Scale 1 "=40' 0 Project No. 13C4718 Date 09/18/2019 x CAD File: - EXI3C471801 a......1 ..1 Q Title T EXISTING co CONDITIONS r M PLAN 0 00 v U Sheet No. 1 Of 2 X M EX- 1 0 m :, -!� X 2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. MATCH LINE SHU�Tl OF 2 MATCH LINE SHEET 1,OF 21 Connecticut Water Cor� any it Eafem en t To The�Connecticut Light, And Power qompanyi' 70s, -0 UNIT 5 1 �61. 1747 Pg. 159 Telephone Company Construction Edse�nen If oL Water bne s Mar Jed Out 90 _85- sings t Sock) /T R�tirement , Community LLC GIs ,5ack) PW Eosemen 42.6 ~ � LOCATION ��U�� v�� N K�^�Q�� MAPNOT TO SCALE Property Lin* 19 Hondhme Interior Unit Line oGv Gas Valve ---------- ---- — — — ---' Easement Line OCB Catch Basin Limit of Wetlands []] Double Type // Catch Bomh -----� --- flgo of #b�ar OMH ManholeManhole---��----- TreoVho +6- Fire Hydrant »"" Water Valvef�ush�ho --- -----50----__-~ /Wa/br Contour Monitoring Well Minor Contour Deciduous Tree Retaining Wall | \|/ -------c-------E------- Underground Electric L/ha Coniferous Tree /|\ -------e-------'o-------- Goo L'ha / Sanitary Sewer -------S-------s------- - — — — — — — — — — - Storm Sewer Underground Cable Television Line ----mv-----CTV---- Underground Telecommunications L/h* --------r-------p------' ------n-------x Water L/hn GENERAL NOTES 1. AJ THIS MAP HAS BEEN PREPARED IN ACCORDANCE NTH THE REGULATIONS OF C0NNECTICUT STATE AGENCIES, SECTIONS 20-300h-1 THROUGH 20-300b-20 AND THE "STANDARDS AND SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE STATE OF C0NNECTICUT^ PREPARED AND ADOPTED BY THE C0NNECTICUTA3SOC|A110N OF LAND SURVEYORS. INC. AUGUST 29. 2019. B) THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND A TOPOGRAPHIC ACCURACY CLASS T-2' C\ BOUNDARY DETERMINATION IS BASED UPON A RESURVEY. D\ THE TYPE OF SURVEY PERFORMED IS A PROPERTY/TOPOGRAPHIC SURVEY AND IS INTENDED TO DEPICT THE EXISTING COND11I0N3 NTH RESPECT TO WONUMENTATION FOUND. STRUCTURES, EASEMENTS, ENCROACHMENTS, VISIBLE UTILITIES, ROADWAYS AND CONTOURS. 2. NORTH ARROW AND BEARINGS REFER TO THE CONNECTICUT3TATE PLANE COORDINATE SYSTEM (CT NAD 83 - EPOCH 2011) AND ARE BASED ON QPS OBSERVATIONS PERFORMED BY8L COMPANIES DURING SEPTEMBER 2019 REFERENCED TO THE C.O.R.S' NETWORK BASE STAT10N ^CTNE^ LOCATED IN NEN0NGTON. CT HAVING THE FOLLOWING PUBLISHED VALUES: STATION: CTNE (DH7113) COORDINATES (US FT): N:806142.76. [:1009094`68 ELLIPSOID HEIGHT (US FT): 12.73 /41'751 m\ 3. ELEVA110NS REFER TO THE NORTH AWER\CAN DATUM OF 1988 (NAVD 88). THE DATUM WAS DETERMINED BY USING 126} AND IS BASED ON QP3 OBSERVATIONS PERFORMED BY 8L COMPANIES IN DEPTEMBER 2819 AND REFERENCED TO C.O.R.S' BASE STATION "CTNE" LOCATED IN NEYNNGT0N' CT HAVING THE PUBLISHED COORDINATE AND ELEVATION VALUES AS DESCRIBED IN NOTE 2 ABOVE. 4. PARCEL IS LOCATED IN A FLOOD HAZARD AREA ~AE". (BASE FLOOD ELEVATION AND FLOOD HAZARD AREA ~AE^ (FLOODWAYAREA); AND FLOOD ZONE ''%^,(AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLDOD9LA|N\ AND FLOOD ZONE ^X^ (SHADED), (AREAS OF 0'2%ANNUAL CHANCE OD), FLOOD LINES GRAPHICALLY PLOTTED AS DEPICTED ON FLR'W. COMMUNITY PANEL NO. 0800300383F PANEL 383 OF 675 EFFECTIVE DATE: SEPTEM8ER 20, 2008' 5. THE UNDERGROUND UTILITIES DEPICTED HAVE BEEN PLOTTED FROM FIELD SURVEY INFORMATION AND EX|3llNC DRAWINGS. THE SURVEYOR WAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES DEPICTED COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND U11L|TIES DEPICTED ARE IN THE EXACT LOCATION INDICATED THOUGH THEY ARE PLOTTED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY EXPOSED THE UNDERGROUND UTILITIES. PER CONNECTICUT STATE LAW THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF EXCAVATION. CALL BEFORE YOU DIG 1-800-922-4455' GRAPHIC SCALE 40 20 O 40 SCALE IN FEET N87*158'25'VV--- 18J5' /�=1n's4`O4° R=5OO.00' L=92.22' CHD=N16*03^24"E 82'OQ' N10*46'22`E MAP REFERENCES ' UNIT-4 6.76 110- Sock, A. -SCHEDULE A-3, PAGE 1OF2, SURVEY EVERGREN WALK PLANNED COMMUNITY, BUCKLAND R0AD, SOUTH VNND3OR CONNECTICUT^' SCALE: 1^=600^±. DATE: 11/06/03. REV. 08/23/18. PROJ. NO.: 80-481A10, BY FUSS 8: O'N[|LL^ MANCHEST[R, CONNECTICUT AND FILED AS MAP 427 IN THE TOWN OF SOUTH VNNDSOR CLERK'S OFFICE. EL -SCHEDULE A-3. PAGE 2 OF 2, SURVEY EYERQREN WALK PLANNED COMMUNITY, BUCKLAND ROAD, SOUTH NANDSOR CONNECTICUT", SCALE: 1^=300'±. DATE: 11/06/03, REV. 08/23/18, PROJ. NO.: 00-481A10, BY FUSS & O'NBLL, MANCHESTER, CONNBCTICUTAND RB} AS MAP 4278 IN THE TOWN OF SOUTH WINDSOR CLERK'S OFFICE. \ \ \ \ \ � � \ MY KNOWLE AND BELIEF THIS MAP is STANTIALLU PIRECT AS NOTED HEREON. V PATRCK J. C0RLESS JR. L.S. #7005 NO CER11ROATON IS EXPRESSED OR IMPLIED UNLESS THIS MAP BEARS THE ORIGINAL SIGNATURE AND EMBOSSEDSEAL OF THE ABOVE NAMED LAND SURVEYOR. I �O� R1^ "Old Navy" \ --''-' 8 �N� 8 �~�� D�� 8 � �� NIF Evergreen Walk, LLC S48^51`15°VY 1J8'32` 0-0 el 9 Hartford, CT 06103 at CON UAL CL LU 0 CL 000 0 co co UJ Designed N/A Drawn Pic/is. 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REFER TO SHEET SP-2 FOR SIGN & ZONING INFORMATION GRAPHIC SCALE 40 20 0 40 1 SCALE IN FEET nfcf�(1/In[I 1-nnnn ®1 A 5.1 1 C^-ETkIr% LJhU�%U�L�U U Uk�OU\J F-L. i1V LC%.3CIVV o PROPERTY LINE LOD LIMIT OF DISTURBANCE AND SITEWORK CONTRACT LIMIT LINE --------------------- SAWCUT LINE ��)ll)U)U��gUg�XXXXXXXXXXX REMOVE AND DISPOSE OF UNDERGROUND STORMWATER OR UTILITY PIPE, FENCING, WALLS, OVERHEAD WIRES, ETC �'s�6aXX��e��XX�aXioXhr�EXX REMOVE AND DISPOSE OF CURBING LIMITS OF CLEARING X REMOVE AND DISPOSE OF LIGHT POLE, SIGN, PIPING, UTILITY STRUCTURE, APPURTENANCE, FIXTURE, TREE, AND/OR TREE STUMP ETC. REMOVE AND DISPOSE OF EXISTING BITUMINOUS CONCRETE PAVEMENT STRUCTURE REMOVE AND DISPOSE OF EXISTING CONCRETE x x x x x x x x x x x " X x x x xxxx x x x PADS AND/OR CONCRETE SIDEWALKS xxxx xxxx xxxx 'Ax NOTE: CONTRACTOR SHALL FIELD VERIFY NTH TEST PITS THE SIZE, MATERIAL, AND CONDITION OF EXISTING STORM PIPES TO BE REROUTED THROUGH THE DEVELOPMENT AND COORDINATE WITH ENGINEER f awl ♦ Ir Ivy 1 1-5r'q0-6 vv 1" 1 r S48`t 138. .ion Mp, /f-= 131. 5'9 L=120.6 GIN CURB REMOVAL PAVEMENT SAWCUT LINE (TYP.) REMQ-EA-ANP,a7r,'n L--125.52' -�ROVIDE (2�WG2141v- O, ERLAY.1 2 1.6 J, 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860) 249-2200 (860) 249-2400 Fax Z S48`t 138. .ion Mp, /f-= 131. 5'9 L=120.6 GIN CURB REMOVAL PAVEMENT SAWCUT LINE (TYP.) REMQ-EA-ANP,a7r,'n L--125.52' -�ROVIDE (2�WG2141v- O, ERLAY.1 2 1.6 J, 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860) 249-2200 (860) 249-2400 Fax Z W ('14 U CL p U O::DOz w .J W I r-VZ o O W Q z U O 0 Z w 0 LIJ I0 =D m Z ® Q:� L' � W — � 0 w O CL Z g w 0 U 0 Z U Z O o�!W w / oZ �v ZOZw w cn ° \ N oU505 m o w o w �\ U ON N N N Z NON NON O �( O` C-4 OLU • ' ; . • • ` �VV/` \ O m c:.ti�:...ti:.e«.w.v::nu;:«ecwuweawaawaa�uww.n • `\ 6 Designed J.A.B. Drawn S.E.L. 0 ' w Reviewed • r_ u Scale 1 "=40 \\ X Project No. 13C4718 0 Date 09/18/2019 I T C u CAD File: DM 13C471801 .........::::CfMkAlW}Y611�11�\tlhN�`O�EW�YA`1Ald`u`.11YhtlMAY ^d,I Title co SITE PLAN X X O Cq n u Sheet No. X GRAPHIC SCALE o DM—Z 40 20 0 ©-0 SCALE IN FEET X � //.1---San SG°44 . 15.08' toy 2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. 7N 0 I Q 2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. U � nn'' > W O N •� L U �> Q Lu Lu � Q Ina 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860)249-2400 Fax .0 00M •: 160.051 00 o� roaw• y C� -n_ CN u a 7 Q Lu ©moo= Z z 3: Q � 0 w U � co Z > ®Lu r 0 Z w z w 2E 0 2 U 0 Z U Z p p o� w Z w � o_ o Z p Z w N 0 W 0 W 0 < W CL Z o Cq 0 0 0 Z N N N N O 0 Cq =n O` W N 0 0 O Z ^ N M V' Designed J.A.B. Drawn S. E. L. Reviewed Scale 1 "=60' Project No. 13C4718 Date 09/18/2019 CAD File: OP 13C471801 Title OVERALL SITE PLAN Sheet No. ® P® I UT'- r/UO'� ILK, 0 ENEE' ll L 'NI0 IDS 1. THESE PLANS ARE FOR CONSTRUCTION. 51. IF IMPACTED OR CONTAMINATED SOIL IS ENCOUNTERED BY THE CONTRACTOR, THE CONTRACTOR SHALL SUSPEND EXCAVATION WORK OF IMPACTED DEFINITIONS SOIL AND NOTIFY THE OWNER AND/OR OWNER'S ENVIRONMENTAL CONSULTANT PRIOR TO PROCEEDING WITH FURTHER WORK IN THE IMPACTED SOIL 96. THE CONTRACTOR MAY SUBSTITUTE MASONRY STRUCTURES FOR PRECAST STRUCTURES IF APPROVED BY THE CIVIL ENGINEER AND ALLOWED BY THE 2. ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT SPECIFICATION MANUAL; TENANT CORPORATION STANDARDS, MUNICIPAL STANDARDS AND LOCATION UNTIL FURTHER INSTRUCTED BY THE OWNER AND/OR OWNER'S ENVIRONMENTAL CONSULTANT. GOVERNING AUTHORITY ENGINEER OR OTHER GOVERNING AUTHORITY. MUNICIPALITY SHALL MEAN TOWN OF SOUTH WINDSOR SPECIFICATIONS, CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, 2010 ADA STANDARDS, AND STATE BUILDING CODE IN THE ABOVE REFERENCED INCREASING HIERARCHY. IF SPECIFICATIONS ARE IN CONFLICT, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 52, BACK FILL DEPRESSIONS, FOUNDATION HOLES AND REMOVED DRIVEWAY AREAS IN LOCATIONS NOT SUBJECT TO FURTHER EXCAVATION WITH SOIL 97. PIPING SHAD_ BE LAID FROM DOWNGRADIENT END OF PIPE RUN IN AN UPGR'ADIENT DIRECTION WITH BELL END FACING UPGRADE IN THE DIRECTION OF STATE SHALI_ MEAN STATE OF CONNECTICUT ALL CONSTRUCTION SHAD_ BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE OSHA, FEDERAL, STATE AND LOCAL REGULATIONS. MATERIAL APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER AND COMPACT, FERTILIZE, SEED AND MULCH DISTURBED AREAS NOT SUBJECT TO PIPE LAYING. 3. REFER TO OTHER PLANS BY OTHER DISCIPLINES, DETAILS AND PROJECT MANUAL FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL VERIFY ALL FURTHER SITE CONSTRUCTION, DEMOLISHED BUILDING FOUNDATION AREA AND BASEMENT IF PRESENT TO BE BACKFILLED WITH GRAVEL FILL OR MATERIAL SPECIFIED IN THE PROJECT GEOTECHNICAL REPORT IN LIFT THICKNESS SPECIFIED IN THE GEOTECHNICAL REPORT. COMPACT TO 95% MAX. 98. ALL RCP SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-76; ALL RCP SHALL BE CLASS IV UNLESS OTHERWISE SHOWN. JOINTS SHALL CONFORM WATER U11UTY PROVIDER SHALL MEAN CONNECTICUT WATER COMPANY, MANCHESTER DEPARTMENT OF PUBLIC WORKS, OR METROPOLITAN DISTRICT SITE AND BUILDING CONDITIONS IN THE FIELD AND CONTACT THE CIVIL ENGINEER AND ARCHITECT IF THERE ARE ANY QUESTIONS OR CONFLICTS DRY DENSITY PER ASTM D1557 AT MOISTURE CONTENT SPECIFIED IN GEOTECHNICAL REPORT AND EARTHWORK SPECIFICATION. EMPLOY WATERING TO THE REQUIREMENTS OF ASTM C-443. REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELD CONDITIONS, SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO BIDDING, ANY EQUIPMENT FOR DUST CONTROL, SANITARY UTILITY PROVIDER SHALL MEAN SOUTH WINDSOR WPCA CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE CONFIRMED WITH THE OWNER'S CONSTRUCTION MANAGER PRIOR TO BIDDING. 99. MANHOLE SECTIONS AND CONSTRUCTION SHALL CONFORM TO ASTM C-478. 53 THE CONTRACTOR SHAH REPAIR PAVEMENTS BY INSTALLING TEMPORARY AND PERMANENT PAVEMENTS IN PUBLIC IC RIGHTS OF WAYS AS REQI IIRFl1 BY GAS UTILITY PROVIDER SHALL MEAN EVERSOURCE 4. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OYdINER OR OTHERS DURING OCCUPIED HOURS EXCEPT LOCAL GOVERNING AUTHORITIES AND THE MUNICIPALITY AND PER PERMIT REQUIREMENTS DUE TO DEMOLITION AND PIPE REMOVAL ACTIVITIES. 100. HIGH DENSITY POLYETHYLENE (HOPE) STORM SEINER 12" OR GREATER IN DIAMETER SHALL BE HI Q SURE-LOK 10.8 PIPE AS MANUFACTURED BY WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED I I Y N 6dR 11NG B THE OWNER AND Ili E LOCAL MUNICIPALI iiES. INTERRUPTIONS SHALL ONLY ALL HA SMOOTH RANCOR INC. OR APPROVED E UAL. HOPE PIPE SH VE INTERIOR AND CORRUGATED EXTERIOR AND SH Q ALL MEET THE REQUIREMENTS OF TELECOM UN CATIONS UiIUTY PROVIDER SHALL MEAN M IFRONTIER OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED. 54. THE CONTRACTOR SHALL CUT AND REMOVE AT ANY LUMINARE AND SIGN LOCATIONS TO BE REN40VED ANY PROTRUDING CONDUITS TO 24" BELOW AASHTO M294, TYPE S. PIPE SEC11ONS SHALL BE JOINED WITH BELL -AND -SPIGOT JOINT MEETING THE REQUIREMENTS OF AASHTO M294. THE BELL GRADE. THE CONTRACTOR SHALL REMOVE ALL CABLE AND CONDUCTORS FROM REMAINING LIGHTING AND SIGNING CONDUITS TO BE ABANDONED. SHALL BE AN INTEGRAL PART OF THE PIPE AND PROVIDE A MINIMUM PULL --APART STRENGTH OF 400 POUNDS. THE JOINT SHALL BE WATERTIGHT ELECTRIC UTILITY PROVIDER SHALL MEAN EVERSOURCE 5. THE CONTRACTOR SHALL ABIDE BY ALL OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS WHEN OPERATING CRANES, BOOMS, HOISTS, ETC. IN CLOSE ANY REMAINING LIGHTING TO REMAIN IN PLACE SHALL BE RECIRCUITED OR REWIRED AS NECESSARY TO REMAIN IN OPERATION. ACCORDING TO THE REQUIREMENTS OF ASTM D3212. GASKETS SHALL BE MADE OF POLYISOPRENE MEETING THE REQUIREMENTS OF ASTM F477. PROXIMITY TO OVERHEAD ELECTRIC LINES. IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRIC LINES, CONTACT POWER COMPANY TO ALTERNATIVE HOPE PIPE MAY BE USED IF APPROVED BY THE ENGINEER AND OWNER'S CONSTRUCTION MANAGER PRIOR TO ORDERING. MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS. ANY UTILITY COMPANY FEES SHALL BE PAID FOR BY THE CONTRACTOR. 55. NO WORK ON THIS SITE SHALL BE IN111ATED BY THE CONTRACTOR UNTIL A PRE -CONSTRUCTION MEETING WITH OWNER AND THE CIVIL ENGINEER IS PERFORMED. THE CONTRACTOR SHOULD BE AWARE OF ANY SITE INFORMATION AVAILABLE SUCH AS GEOTECHNICAL AND ENVIRONMENTAL REPORTS. 101. HIGH DENSITY POLYETHYLENE (HDPE) STORM SEWER LESS THAN 12" IN DIAMETER SHALL BE HI-Q PIPE AS MANUFACTURED BY HANCOR INC. OR 6. THE CONTRACTOR SHALL PROVIDE AS -BUILT RECORD DRAWINGS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES AND STORMWATER SYSTEM) TO THE OWNER AT THE END OF CONSTRUCTION. 7. THE ARCHITECT OR ENGINEER IS NOT RESPONSIBLE FOR SITE SAFETY MEASURES TO BE EMPLOYED DURING CONSTRUCTION. THE ARCHITECT AND ENGINEER HAVE NO CONTRACTUAL DUTY TO CONTROL THE SAFEST METHODS OR MEANS OF THE WORK, JOB SITE RESPONSIBILITIES, SUPERVISION OR TO SUPERVISE SAFETY AND DOES NOT VOLUNTARILY ASSUME ANY SUCH DUTY OR RESPONSIBILITY. R, THE CONTRACTOR SHAH COMPLY WITH t FR 29 PART 1926 FOR EXCAVATION, TRENCHING AND TRENCH PROTEPTIMI1 RCY)HID ICKITC 9. INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE SYSTEMS HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING U1ILITY COMPANY AND MUNICIPAL OR STATE RECORD MAPS AND/OR FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES AND STORM DRAINAGE SYSTEMS ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND AND OVERHEAD U11LIlIES AND STORM DRAINAGE SYSTEMS INCLUDING SERVICES. PRIOR TO DEMOLITION OR CONSTRUCTION, THE CONTRACTOR SHALL CONTACT CT CALL BEFORE YOU DIG (CBYD) 72 HOURS BEFORE COMMENCEMENT OF WORT( AT (800) 922-4455 OR AT 811 AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM LOCATIONS. THE CONTRACTOR SHALL EMPLOY THE USE OF A UTILITY LOCATING COMPANY TO PROVIDE SUBSURFACE UTILITY ENGINEERING CONSISTING OF DESIGNATING U11LITIES AND STORM PIPING ON PRIVATE PROPERTY WITHIN THE CONTRACT LIMIT AND CONSISTING OF DESIGNATING AND LOCATING WHERE PROPOSED UTILITIES AND STORM PIPING CROSS EXISTING UTILITIES AND STORM PIPING WITHIN THE CONTRACT LIMITS. 10. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN OVER SCALED DIMENSIONS. 11. IF PLANS AND OR SPECIFICATIONS ARE IN CONFLICT, THE MOST COSTLY SHALL APPLY. 12. ALL CONTRACTORS AND SUBCONTRACTORS SHALL OBTAIN COMPLETE DRAWING PLAN SETS FOR BIDDING AND CONSTRUCTION. PLAN SETS OR PLAN SET ELECTRONIC POSTINGS SHALL NOT BE DISASSEMBLED INTO PARTIAL PLAN SETS FOR USE BY CONTRACTORS AND SUBCONTRACTORS OF INDIVIDUAL TRADES. IT SHALL BE THE CONTRACTOR'S AND SUBCONTRACTOR'S RESPONSIBILITY TO OBTAIN COMPLETE PLAN SETS OR COMPLETE PLAN SET ELECTRONIC POSTINGS FOR USE IN BIDDING AND CONSTRUCTION. 13. ALL NOTES AND DIMENSIONS DESIGNATED 'TYPICAL" APPLY TO ALL LIKE OR SIMILAR CONDITIONS THROUGHOUT THE PROJECT. 14. CONTRACTOR(S) TO TAKE AND VERIFY ALL DIMENSIONS AND CONDITIONS OF THE WORK AND BE RESPONSIBLE FOR COORDINATION OF SAME. FIELD VERIFY ALL EXISTING COND11IONS PRIOR TO START OF WORK. 15. BL COMPANIES WILL PREPARE FINAL CONSTRUCTION DOCUMENTS SUITABLE FOR BIDDING AND CONSTRUCTION. PROGRESS OR PERMITTING SETS OF THESE DOCUMENTS ARE NOT SUITABLE FOR THOSE PURPOSES, IF CLIENT ELECTS TO SOLICIT BIDS OR ENTER INTO CONSTRUCTION CONTRACTS UTILIZING CONSTRUCTION DOCUMENTS THAT ARE NOT YET FINAL_, CONSULTANT SHALL NOT BE RESPONSIBLE FOR ANY COSTS OR DELAY ARISING AS A RESULT. 16. NO CONSTRUCTON OR DEMOLITION SHALL BEGIN UNTIL APPROVAL OF THE FINAL PLANS IS GRANTED BY ALL GOVERNING AND REGULATORY AGENCIES. 17. THE OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY ZONING PERMITS REQUIRED BY GOVERNMENT AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT AND OBTAIN FROM MUNICIPAL SOURCES ALL CONSTRUCTION PERMITS, INCLUDING ANY STATE DOT PERMITS, SEWER AND WATER CONNECTION PERMITS, AND ROADWAY CONSTRUC11ON PERMITS. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROL NECESSARY FOR THIS WORK. 1A THE rY1AITRACTnR CWAI I SI IRAAIT SWnD nRAUAAIGC f1C All DDnnl lf" AAIr1 SAATCDIAI C DC-0 DI AAIC Akin CD17PICIn A'f7nAIC Tn TUC nLLVAICD Akin nllAI I .,. nu. vvn n.nvlvn dli..LL .'vvlenvlivl vnOR nv v Z I n,uVVIJ nIYV IYin lL'N"' rI-,\ RATS nIVV Jr L,II IVn1IVIVJ IV IIIL VY"IVLI\ nIVU VI VIL ENGINEER FOR REV1EW� AND APPROVAL PRIOR TO FABRICATION OR DELIVERY TO THE SITE. ALLOW A MINIMUM OF 14 WORKING DAYS FOR REVIEW. 19. THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF CONSTRUCTION NOTES PROVIDED ON THE SEDIMENT AND EROSION CONTROL PLAN. 20. THE CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS AND CONSTRUCTION DETAILS OF BUILDING, FUELING AREA, AND THE RAISED CONCRETE SIDEWALKS, LANDINGS, RAMPS, AND STAIRS. 21. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE CIVIL ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA. 22. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING AS APPLICABLE UNLESS OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE STRUCTURE. 23. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR PROTECTION OF VEHICLES AND PEDESTRIANS CONSISTING OF DRUMS, BARRIERS, SIGNS, LIGHTS, FENCES, TEMPORARY WALKWAYS, TRAFFIC CONTROLLERS AND UNIFORMED TRAFFIC OFFICERS AS REQUIRED OR AS ORDERED BY THE ENGINEER OR AS REQUIRED BY THE LOCAL GOVERNING AUTHORITIES OR AS REQUIRED BY PERMIT STIPULATIONS OR AS REQUIRED BY THE OWNER. CONTRACTOR SHALL MAINTAIN ALL TRAFFIC LANES AND PEDESTRIAN WALKWAYS FOR USE AT ALL TIMES UNLESS WRITTEN APPROVAL FROM THE APPROPRIATE GOVERNING AGENCY IS GRANTED. 24. TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE STATE DOT STANDARD DETAIL SHEETS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. SIGNS SHALL BE INSTALLED PLUMB WITH THE EDGE OF THE SIGN 2' OFF THE FACE OF THE CURB, AND WITH 7' VERTICAL CLEARANCE UNLESS OTHERWISE DETAILED OR NOTED. 25. REFER TO DETAIL SHEETS FOR PAVEMENT, CURBING, AND SIDEWALK INFORMATION. 26. THE CONTRACT LIMIT IS THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE CONTRACT DRAWINGS. 27. THE CONTRACTOR SHALL SUBMIT A SHOP DRAWING OF THE PAVEMENT MARKING PAINT MIXTURE PRIOR TO STRIPING. 28. PAVEMENT MARKING KEY: 4" SYDL 4' SOLID YELLOW DOUBLE LINE 4" SYL 4" SOLID YELLOW LINE 4" SWL 4" SOLID WHITE LINE 12" SWSB 12" SOLID WHITE STOP BAR 4" BWL 4" BROKEN WHITE LINE 10' STRIPE 30' SPACE 29. PARKING SPACES SHALL BE STRIPED WITH 4" SWL; HATCHED AREA SHALL BE STRIPED WITH 4" SWL AT A 45' ANGLE, 2' ON CENTER. HATCHING, SYMBOLS, AND STRIPING FOR HANDICAPPED SPACES SHALL BE PAINTED BLUE. OTHER MARKINGS SHALL BE PAINTED WHITE OR AS NOTED. 30. ALL PARKING SPACES AND HATCHED AREAS SHALL HAVE TWO COATS OF PAVEMENT MARKINGS APPLIED TO STRIPING. 31. PAVEMENT MARKINGS SHALL BE HOT APPLIED TYPE IN ACCORDANCE WITH STATE DOT SPECIFICATIONS, UNLESS WHERE EPDXY RESIN PAVEMENT MARKINGS ARE INDICATED. 32. THE CONTRACTOR SHALL RESTORE ANY UTILITY STRUCTURE, DRAINAGE STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, SCALE, PAVEMENT MARKINGS, OR SIGNAGE DISTURBED DURING DEMOU11ON AND/OR CONSTRUC-LION TO THEIR ORIGINAL CONDITION OR BETTER, AS APPROVED BY THE CIVIL ENGINEER, AND TO THE SATISFACTION OF THE OWNER AND MUNICIPALITY. 33. EXISTING BOUNDARY AND TOPOGRAPHY IS BASED ON VARIOUS MAPPING PREPARED FOR THE PROPERTY INCLUDING AS -BUILT MAPS. 34. ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED IF REVIEWED AND APPROVED BY THE OWNER, CIVIL ENGINEER, AND APPROPRIATE REGULATORY AGENCY PRIOR TO INSTALLATON DURING THE BIDDING PROCESS. 35. AN EROSION CONTROL BOND IS REQUIRED TO BE POSTED BY THE CONTRACTOR BEFORE THE START OF ANY ACTIVITY ON OR OFF SITE. THE AMOUNT OF THE EROSION CONTROL BOND WILL BE DETERMINED BY THE AUTHORITY HAVING JURISDICTION. 36. THE SITE IS CURRENTLY SERVICED BY PUBLIC WATER. 37. THE PROJECT PARCEL IS LOCATED PARTLY WITHIN A FEMA DESIGNATED FLOOD HAZARD AREA. 38. THERE ARE WETLANDS LOCATED ON THE SITE AS INDICATED BY WALDO & ASSOCIATES LLC MAPPING. 39. FIRE LANES SHALL BE ESTABLISHED AND PROPERLY DESIGNATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FIRE DISTRICT FIRE MARSHAL 40. THE CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKINGS IN THE ROADWAY BY METHOD APPROVED BY THE AUTHORITY HAVING JURISDIC11ON OR DOT AS APPLICABLE FOR THE LOCATION OF THE WORK. 41. ALL ADA DESIGNATED PARKING STALLS, ACCESS AISLES AND PEDESTRIAN WALKWAYS SHALL CONFORM TO THE CURRENT VERSION OF THE AMERICANS WITH DISABILITIES ACT STANDARDS FOR ACCESSIBLE DESIGN AND ANSI STANDARDS AND AS MAY BE SUPERCEDED BY THE STATE BUILDING CODE, 42. CONSTRUCTION OCCURRING ON THIS SITE SHALL COMPLY WITH NFPA 241 STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS, AND CHAPTER 16 OF NF-PA 1 UNIFORM FIRE CODE. 43. CONTRACTOR SHALL SECURE ANY PERMITS, PAY ALL FEES AND PERFORM CLEARING AND GRUBBING AND DEBRIS REMOVAL PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. 44. SEDIMENT AND EROSION CONTROLS AS SHOWN ON THE SEDIMENT AND EROSION CONTROL PLAN AND/OR DEMOU11ON PLAN SHALL BE INSTALLED BY TUC nC11A1 IMAM AnAITDA f•TAD DDIAD Tn CTADT AT nCI IAI ITIAAI Akin ni CADIAIA IA nDCTI Akin nD11DDAlD AnAIC Inr_ ULIVIUuIIVIY ,VIV Inn, IVI\ rI\VI\ IV JI/11\I VI_ULIYIVUIIUIN fillu VLLnn1IaU f9Vu UI\VDDIYU Vr LIAMIU1'/J. 45. REMOVE AND DISPOSE OF ANY SIDEWALKS, FENCES, STAIRS, WALLS, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED OFF SITE LANDFILL, BY AN APPROVED HAULER. HAULER SHALL COMPLY WITH ALL REGULATORY REQUIREMENTS. 46. THE CONTRACTOR SHALL SECURE ALL PERMITS FOR HIS DEMOU11ON AND DISPOSAL OF HIS DEMOU11ON MATERIAL TO BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL POST BONDS AND PAY PERMIT FEES AS REQUIRED. 47. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHAH BE REMOVED BY A LICENSED HAZARDOUS MATERIAL ABATEMENT CONTRACTOR. 48. THE CONTRACTOR SHALL PREPARE AU_ MANIFEST DOCUMENTS AS REQUIRED PRIOR TO COMMENCEMENT OF DEMOUTION.H 49. THE CONTRACTOR SHALL PROTECT ALL IRON PINS, MONUMENTS AND PROPERTY CORNERS DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. ANY CONTRACTOR DISTURBED PINS, MONUMENTS, AND OR PROPERTY CORNERS, ETC. SHALL BE RESET BY A LICENSED LAND SURVEYOR AT THE EXPENSE OF THE CONTRACTOR. 50. THE CONTRACTOR SHALL PUMP OUT BUILDING FUEL AND WASTE OIL TANKS (IF ANY ARE ENCOUNTERED) AND REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY A LICENSED WASTE OIL HANDLING CONTRACTOR IN STRICT ACCORDANCE WITH STATE REQUIREMENTS. THE CONTRACTOR SHALL HAVE CALL BEFORE YOU DIG (CBYD) MARK OUTS OF EXISTING UTILITIES COMPLETED PRIOR TO MEETING. APPROVED EQUAL. HDPE PIPE SHALL HAVE SMOOTH INTERIOR AND CORRUGATED EXTERIOR AND SHALL MEET THE REQUIREMENTS OF AASHTO 252, TYPE S. PIPE SECTIONS SHALL BE JOINED WITH COUPLING BANDS OR EXTERNAL SNAP COUPLERS COVERING AT LEAST 2 FULL CORRUGATIONS ON 56. THE CONTRACTOR SHALL ARRANGE FOR AND INSTALL TEMPORARY OR PERMANENT UTILITY CONNECTIONS WHERE INDICATED ON PLAN OR AS EACH END OF THE PIPE. SILT -TIGHT (GASKET) CONNECTIONS SHALL INCORPORATE A CLOSED SYNTHETIC EXPANDED RUBBER GASKET. MEETING THE REQUIRED. MAINTAIN UTILITY SERVICES TO BUILDINGS OR TO SERVICES TO REMAIN. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS FOR REQUIREMENTS OF AASHTO D1056 GRADE 2A2. GASKETS SHALL BE INSTALLED ON THE CONNECTION BY THE PIPE MANUFACTURER, ALTERNATIVE INSTALLATION AND PAY UTILITY PROVIDER FEES. HDPE PIPE MAY BE USED IF APPROVED BY THE ENGINEER AND OWNER'S CONSTRUCTION MANAGER PRIOR TO ORDERING. 57. THE CONTRACTOR SHALL NOT COMMENCE DEMOLITION OR UTILITY DISCONNECTIONS UNTIL AUTHORIZED TO DO SO BY THE OWNER. 102. COPPER PIPE SHALL BE TYPE K TUBING WITH COMPRESSION FITTINGS. 58. THE CONTRACTOR OR DEMOLITION CONTRACTOR SHALL INSTALL TEMPORARY SHEETING OR SHORING AS NECESSARY TO PROTECT EXISTING AND NEW BUILDINGS, STRUCTURES AND UTILITIES DURING CONSTRUCTION AND DEMOLITION. SHEETING OR SHORING SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER, LICENSED IN THIS STATE AND EVIDENCE OF SUCH SUBMITTED TO THE OWNER PRIOR TO INSTALLATION. 59. NO SALVAGE SHALL BE PERMITTED UNLESS PAID TO THE OWNER AS A CREDIT. 60, ANY EXISTING POTABLE WELL AND ANY EXISTING SEPTIC TANKS/ABSORPTION AREAS SHALL BE ABANDONED AND REMOVED PER THE CTDPH AND HEALTH CODE REQUIREMENTS. 61. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO SEDIMENT AND EROSION CONTROL PLAN FOR LIMIT OF DISTURBANCE AND EROSION CONTROL NOTES. 62. TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON SITE FOR USE IN FINAL LANDSCAPING. 63, SUBGRADE SHALL BE FORMED WITH REMOVAL AND REPLACEMENT OF FILL AND REMOVAL AND REPLACEMENT OF UNSUITABLE AND SOFT SUBGRADE MATERIAL AS REQUIRED BY THE GEOTECHNICAL ENGINEER. SEE GEOTECHNICAL REPORT AND EARTHWORK SPECIFICATIONS FOR FURTHER DESCRIPTION. 64. THE CONTRACTOR SHALL COMPACT FILL IN LIFT THICKNESS PER THE GEOTECHNICAL REPORT UNDER ALL PARKING, BUILDING, DRIVE, AND STRUCTURE AREAS TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR TEST), OR AS REQUIRED BY THE GEOTECHNICAL ENGINEER. 65. UNDERDRAINS SHALL BE ADDED, IF DETERMINED NECESSARY IN THE FIELD BY THE OWNER/GEOTECHNICAL ENGINEER, AFTER SUBGRADE IS ROUGH GRADED. 66. VERTICAL DATUM IS NAVD88. 67. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD AND APPROVED BY THE TOWN IWA/CC AGENT PRIOR TO THE START OF WORK ON THE SITE. 68. PROPER CONSTRUCTION PROCEDURES SHALL BE FOLLOWED ON ALL IMPROVEMENTS WITHIN THIS PARCEL SO AS TO PREVENT THE SILTING OF ANY WATERCOURSE OR WETLANDS IN ACCORDANCE WITH THE REGULATIONS OF THE CT DEEP AND THE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, LATEST EDITION. IN ADDITION, THE CONTRACTOR SHALL STRICTLY ADHERE 10 THE SEDIMENT AND EROSION CONTROL PLAN CONTAINED HEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE TO POST ALL BONDS AS REQUIRED BY THE LOCAL MUNICIPALITIES, OR IWA/CC WHICH WOULD GUARANTEE THE PROPER IMPLEMENTATION OF THE PLAN. 69. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS FOR EARTHWORK AND STORM DRAINAGE WORK SHALL CONFORM TO THE SPECIFICATIONS AND DETAILS AND APPLICABLE SECTIONS OF THE PROJECT SPECIFICA11ONS_MANUAL. OTHERWISE THIS WORK SHALL CONFORM TO IRE GUNNEGIICUI UEPARIMENI OF 1KANSPURIAIIUN SI'LCII'ICAIlMi AND I'KUJLCT GEUILCHNICAL KEPUKI IF IHEKL IS NU PROJECT SPECII`ICAIIONS MANUAL ALL FILL MATERIAL UNDER STRUCTURES AND PAVED AREAS SHALL BE PER THE ABOVE STATED APPLICABLE SPECIFICATIONS, AND/OR PROJECT GEOTECHNICAL REPORT, AND SHALL BE PLACED IN ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS UNDER THE SUPERVISION OF A QUALIFIED PROFESSIONAL ENGINEER. MATERIAL SHALL BE COMPACTED IN LIFT THICKNESSES PER THE PROJECT GEOTECHNICAL REPORT TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 AT MOISTURE CONTENT INDICATED IN PROJECT GEOTECHNICAL REPORT. 70. ALL DISTURBANCE INCURRED TO MUNICIPAL AND STATE PROPERTY DUE TO CONSTRUCTION SHALL BE RESTORED TO ITS PREVIOUS CONDITION OR BETTER, TO THE SATISFACTION OF THE MUNICIPALITY AND STATE AS APPLICABLE FOR THE LOCATION OF THE WORK. 71• AI I CONSTRUCTION WITHIN A nO RIGHT OF WAY SHAI I COMPI Y WITH Al I OFPARTMFNT OF TRANSPORTATInN STANDARD..; AND SPFCIFICATInNS, 72. THE UTILITY PLAN DETAILS SITE INSTALLED PIPES UP TO 5' FROM THE BUILDING FACE. REFER TO DRAWINGS BY ARCHITECT FOR BUILDING CONNECTIONS. SITE CONTRACTOR SHALL SUPPLY AND INSTALL PIPE ADAPTERS AS NECESSARY AT BUILDING CONNEC11ON POINT OR AT EXISTING UTILITY OR PIPE CONNECTION POINT. 73. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ELEVATION AND LOCATION OF ALL U11UTIES BY VARIOUS MEANS PRIOR TO BEGINNING ANY EXCAVATION. TEST PITS SHALL BE DUG AT ALL LOCATIONS WHERE PROPOSED SANITARY SEWERS AND WHERE PROPOSED STORM PIPING WILL CROSS EXISTING UTILITIES, AND THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITIES SHALL BE DETERMINED. THE CONTRACTOR SHALL CONTACT THE CIVIL ENGINEER IN THE EVENT OF ANY DISCOVERED OR UNFORESEEN CONFLICTS BETWEEN EXISTING AND PROPOSED SANITARY SEWERS, STORM PIPING AND UTILITIES SO THAT AN APPROPRIATE MODIFICATION MAY BE MADE. 74. UTILITY CONNECTION DESIGN AS REFLECTED ON THE PLAN MAY CHANGE SUBJECT TO UTILITY PROVIDER AND GOVERNING AUTHORITY STAFF REVIEW. 75. THE CONTRACTOR SHALL ENSURE THAT ALL U11UTY PROVIDERS AND GOVERNING AUTHORITY STANDARDS FOR MATERIALS AND CONSTRUCTION METHODS ARE MET. THE CONTRACTOR SHALL PERFORM PROPER COORDINATION WITH THE RESPECTIVE UTILITY PROVIDER. 76. THE CONTRACTOR SHALL ARRANGE FOR AND COORDINATE WITH THE RESPECTIVE UTILITY PROVIDERS FOR SERVICE INSTALLATIONS AND CONNECTIONS. THE CONTRACTOR SHALL COORDINATE WORK TO BE PERFORMED BY THE VARIOUS UTILITY PROVIDERS AND SHALL PAY ALL FEES FOR CONNECTIONS, nsmNNFCTIQNS, RFIDCATIDNS INSPFCT10NS, AND DFMQIMON UNIFSS OTHERWISE STATED IN THE PROJECT SPECIFICATIONS MANUAI AND/QR GENERAL CONDITIONS OF THE CONTRACT. 77. ALL EXISTING PAVEMENT WHERE UTILITY PIPING IS TO BE INSTALLED SHALL BE SAW CUT. AFTER U11UTY INSTALLATION IS COMPLETED, THE CONTRACTOR SHALL INSTALL TEMPORARY AND/OR PERMANENT PAVEMENT REPAIR AS DETAILED ON THE DRAWINGS OR AS REQUIRED BY THE OWNER HAVING JURISDICTION. 78. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. 79. SANITARY LATERAL SHALL MAINTAIN (10' MIN. HORIZONTAL 1.5' VERTICAL MIN.) SEPARATION DISTANCE FROM WATER LINES, OR ADDITIONAL PROTECTION MEASURES WILL BE REQUIRED WHERE PERMITTED, WHICH SHALL INCLUDE CONCRETE ENCASEMENT OF PIPING UNLESS OTHERWISE DIRECTED BY THE UTILITY PROVIDERS AND CIVIL ENGINEER. 80. RELOCA11ON OF UTILITY PROVIDER FACILITIES SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY PROVIDER. 81. THE CONTRACTOR SHALL COMPACT THE PIPE BACKFILL IN 8" LIFTS ACCORDING TO THE PIPE BEDDING DETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED PER THE TRENCH DETAILS AND IN AREAS OF ROCK EXCAVATION. STORM SEWERS AND UTILITIES ARE TO BE INSTALLED IN CUT CONDITIONS. 82. CONTRACTOR TO PROVIDE STEEL SLEEVES AND ANNULAR SPACE SAND FILL FOR UTILITY PIPE AND CONDUIT CONNEC11ONS UNDER FOOTINGS. 83. BUILDING U1ILITY PENETRATIONS AND LOCATIONS ARE SHOWN FOR THE CONTRACTOR'S INFORMATION AND SHALL BE VERIFIED WITH THE BUILDING MEP, STRUCTURAL, AND ARCHITECTURAL DRAWINGS AND WITH THE OWNER'S CONSTRUCTION MANAGER. 84. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION FOR APPROVAL PRIOR TO BACKFILUNG, IN ACCORDANCE WITH THE APPROPRIATE UTILITY PROVIDER REQUIREMENTS. 85. A ONE -FOOT MINIMUM VERTICAL CLEARANCE BETWEEN WATER, GAS, ELECTRICAL, AND TELEPHONE LINES AND STORM PIPING SHALL BE PROVIDED. A SIX-INCH MINIMUM CLEARANCE SHALL BE MAINTAINED BETWEEN STORM PIPING AND SANITARY SEWER WITH A CONCRETE ENCASEMENT. AN 18-INCH TO 6-INCH VERTICAL CLEARANCE BETWEEN SANITARY SEWER PIPING AND STORM PIPING SHALL REQUIRE CONCRETE ENCASEMENT OF THE PROPOSED PIPING. 86. GRAVITY SANITARY SEWER PIPING AND PRESSURIZED WATERLINES SHALL BE LOCATED IN SEPARATE TRENCHES AT LEAST 10 FEET APART WHENEVER POSSIBLE. WHEN INSTALLED IN THE SAME TRENCH, THE WATER PIPE SHALL BE LAID ON A TRENCH BENCH AT LEAST 18 INCHES ABOVE THE TOP OF THE SANITARY SEWER PIPE AND AT LEAST 12 INCHES (PREFERABLY 18 INCHES) FROM THE SIDE OF THE SANITARY SEWER PIPE TRENCH, 87, SITE CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNEC11ONS TO BUILDING STUB OUTS, INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. 88. MANHOLE RIMS AND CATCH BASIN GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE RIMS AND VALVE COVERS TO BE RAISED OR LOWERED FLUSH WITH FINAL GRADE AS NECESSARY. 89. SITE CONTRACTOR SHALL COORDINATE INSTALLATION OF CONDUIT AND CABLES FOR SITE LIGHTING WITH THE BUILDING ELECTRICAL CONTRACTOR. 90. CONTRACTOR SHALL COORDINATE INSTALLATION FOR ELECTRICAL SERVICES TO ANY PYLON SIGNS AND SITE LIGHTING WITH THE BUILDING ELECTRICAL CONTRACTOR. 91. THE CONTRACTOR SHALL ARRANGE AND COORDINATE WITH U1ILITY PROVIDERS FOR WORK TO BE PERFORMED BY UTILITY PROVIDERS. THE CONTRACTOR SHALL PAY ALL UTILITY FEES UNLESS OTHERWISE STATED IN THE PROJECT SPECIFICATION MANUAL AND GENERAL CONDITIONS, AND REPAIR PAVEMENTS AS NECESSARY. 92. ELECTRIC, AND TELECOMMUNICATIONS SERVICES SHALL BE INSTALLED UNDERGROUND FROM EXISTING UNDERGROUND SERVICES. THE CONTRACTOR SHALL PROVIDE AND INSTALL AND BACKFILL PVC CONDUITS AS SHOWN ON PLANS FOR TELECOMMUNICATIONS SERVICE, PVC CONDUITS AS SHOWN ON PLANS FOR ELECTRIC SERVICE PRIMARY, PVC CONDUITS FOR ELECTRICAL SECONDARY PER BUILDING ELECTRICAL PLANS, (SCHEDULE 80 UNDER PAVEMENT, SCHEDULE 40 IN NON PAVEMENT AREAS). SERVICES MAY BE INSTALLED IN A COMMON TRENCH WITH 12" CLEAR SPACE BETWEEN. MINIMUM COVER IS 36" ON ELECTRIC CONDUITS, AND 24" ON TELECOMMUNICATIONS CONDUITS. SERVICES SHALL BE MARKED WITH MAGNETIC LOCATOR TAPE AND SHALL BE BEDDED, INSTALLED, AND BACKFILLED IN ACCORDANCE WITH ELECTRIC UTILITY PROVIDER, AND TELECOMMUNICATIONS COMPANY STANDARDS. GALVANIZED STEEL ELECTRICAL CONDUCT SHALL BE USED AT POLE AND TRANSFORMER LOCATIONS. INSTALL HANDHOLES AS REQUIRED TO FACILITATE INSTALLATION AND AS REQUIRED BY UTILITY PROVIDER. INSTALL TRAFFIC LOAD QUALIFIED HANDHOLES IN VEHICULAR AREAS. INSTALL CONCRETE ENCASEMENT ON PRIMARY ELECTRIC CONDUITS IF REQUIRED BY ELECTRIC UTILITY PROVIDER. 93. ALL WATER LINES TO HAVE A MINIMUM COVER OF 54 INCHES. ALL LINES SHALL BE BEDDED IN 6" SAND AND INITIALLY BACKFILLED WITH 12" SAND. 94. ALL WATER MAINS, WATER SERVICES AND SANITARY SEWER LATERALS SHALL CONFORM TO THE APPLICABLE WATER UTILITY PROVIDER SPECIFICATIONS, AND TO THE APPLICABLE SANITARY SEWER PROVIDER SPECIFICATIONS, AS WELL AS TO OTHER APPLICABLE INDUSTRY CODES (AWWA) AND PROJECT SPECIFICATIONS FOR POTABLE WATER SYSTEMS, AND FOR SANITARY SEWER SYSTEMS. 95. THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND U11UTY CONNECTIONS TO EXISTING BUILDINGS WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE OWNERS, THE CIVIL ENGINEER, UTILITY PROVIDERS AND GOVERNING AUTHORITIES. 103. GAS PIPE MATERIAL SHALL BE PER GAS COMPANY REQUIREMENTS. 104. POLYVINYL CHLORIDE PIPE (PVCP) FOR SANITARY PIPING SHALL HAVE BUILT-IN RUBBER GASKET JOINTS. PVCP SHALL CONFORM TO ASTM D3034 (SDR35) WITH COMPRESSION JOINTS AND MOLDED FITTINGS. PVCP SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS, ASTM D2321 AND MANUFACTURER'S RECOMMENDED PROCEDURE. 105. DUCTILE IRON PIPE SHALL CONFORM TO AWWA C151 FOR CLASS 52 WITH CEMENT LINING IN ACCORDANCE WITH ANSI A21.4 FOR WATER MAINS AND SERVICES 3" ID AND LARGER. JOINTS SHALL BE MADE WITH CONCRETE THRUST BLOCKS OR WITH MEGAULUG RETAINER GLANDS OR WITH RODDING IN ACCORDANCE WITH PROJECT MANUAL SPECIFICATIONS AND IN ACCORDANCE WITH WATER UTILITY PROVIDER REQUIREMENTS TO EXTEND A MINIMUM OF 2 PIPE LENGTHS IN EITHER DIRECTION FROM FITTINGS AND ELBOWS (40 FT MINIMUM). ALL OTHER JOINTS SHALL BE PUSH -ON WITH RUBBER GASKETS (TYTON). USE OF OTHER TYPES OF RETAINER GLANDS SHALL REQUIRE USE WITH CLASS 53 OR GREATER DUCTILE IRON PIPE. 106. NO FIELD MODIFICATIONS SHALL OCCUR WITHOUT PRIOR WRITTEN APPROVAL FROM THE TOWN OF SOUTH WINDSOR. 107. PRIOR TO COMMENCEMENT OF ANY SITE WORK, A MEETING MUST BE HELD VATH TOWN OF SOUTH WINDSOR STAFF. 108. AN AS -BUILT PLAN IS REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY PER SECTION 9.1.3 OF THE ZONING REGULATIONS O � N O c� i 0 -0 <C LU Liu J Amilk 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860)249-2400 Fax C- UJ CAI U 0 W �J] I Z ® MU U 0 I' I m !J Lei 0 0!� L Q LLJ o1 U) C0 Z w Zw 2 O 0 U U 3 0 0 0 ry w w 0Z00 Z 0 Z w (1)o w o w 0 < X < X O O N N z 0 0 0 0 Oco o co co C) a o`o� w 0, N 0 0 0 Z - N M -' Designed J.A.B. Drawn S.E.L. Reviewed Scale NONE Project No. 13C4718 Date 09/18/2019 CAD File: GN 13C:4718U 1 Title GENERAL NUE0 Sheet No. rA- )21 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. v V 4 N I ` l I ( 1 1 I � \ X , , _ , , . . t � -r-t- , \v�%\ 1 r �1 1 -1..�'�F � I � + \ SI TLA1[�\� EGEiVD , ii �/ / / I i \ \ \ \ I \\ \- \ -\ \ `\ _ PROPERTY LINE J �` ( ` 1 \ \ ` \ ; . \ ��' LIMIT OF DISTURBANCE AND SITEWORK / \ \ \, \' I \ �' -\ i \ o .. ' j' lnv= \ LOD / / \` \ 1 1 I ( \ CONTRACT LIMIT LINE \ ` ? ` \ 1 \ �.\. lnv= I { _ I ' _._ \\, \ II I1 I Walling / aif -f\ , - \ \ ; � 1 / � J I DEVELOPMENT AREA LINE I ` o PROVIDE AND INSTALL PAVEMEPJ•T,-EURE,--AND SIDEWALK- REPAIR I i i \, I J I I 't I \ 'S I i I _! �\ \ •\- " '' AS NEE ED FOR EL CTRIC SERVICE TRENCHING • --------------------- SAWCUT LINE / 1 I t \ i , (l PROVIDE AND INSTAL 10' I i Easement To nke t \ \ `J l l ` ,. ` ase , �n t a 7� e l I �i . . Gas Se' ' C mpan (. r�J�AVOL ACCE S DRI i I Vol. 1997 \ \ r PROVIDE AND INSTALL RETAINING WALL, i i 1 / Jr l 1 , L f 1 / \ -, `s , / _ \ onne, ut Wa erI { WALL TYPE VARIES I, , l i ! l � \ mpahy i ; , // / " \ , " � / O!!F D - AND INSTALL WOOD &- ' \ 'I i I / i( ,-\ Nlf I / gOSTO`O FUEL FACILITY ADDRESS: 199� Pq. � � if 11 l J e \ / GR�I sL'1�T ) L- II - > r b PROVIDE AND INSTALL CURB I { t ` ` =117.t9 vP-- i- .- PRO 1 J 1251 TAMARACK] AVENUE / I 1 /r l I \ \1 � - 41 I I {VIDE AND INSTALL WOOD GUIDERAIL BBLOCK I ALL r < ' ( ? s LOD o LOD 6 ° r _ „ - sem T \ REFER TO SHEETS DN-12 AND ON-13 FOR • . V °ECH,N" l -.,! /\ I �\.\ , \\\ \ \..� /' UNDEF4GJ�6U�l FUEL STORAGE TANKS (TYP.) I ,a inec t Wa- \, an n MERRIT PARKWAY GUIDERAIL DETAILS. / / /,1 / \ LO '\ ` _\ \\ \ \\\ \ \ . 1 Vol.84 1GI y "` -' •' :i � ' ;' � '... PROVIDE AND INSTALL CONCRETE PAVEMENT / / / / ? LOD / � � \ I"C'•C t FUEL AREA C NOPY, REFER TO PLANS BY OTHERS j •* A t in•\ y :�;:..•�, .. • I. STRUCTURE OR REINFORCED CONCRETE I / , / / CONCRETE PAVEMENT STRUCTURE, REFER, TO PLANS BY OTHERS � �� \ ' ,�::..:.• : • :.•::. ': SIDEWALK nv=9 .7 / � / / C'S o' oOp g 1 j I 1 \ ' ' / ..�7/' o �� _ BROPQ5ED F ELING IIlACILITY . . - , 1 / \ • i J ll`/� 1 \ � 1 N E AID, -A - e C-AA r4�5` TYP - ---� PROVIDE ANDI INSTALL CON r ' \ - . e e a PROVIDE AND INSTALL HEAVY DUTY CONCRETE + \ / �Rf� l AND INSTALL PAI T A SSA,-z�' ( }�` Ufq Ir " \ Q PAVEMENT STRUCTURE I i / 1'i . }l r . ,- !� C. CB ---- -- - . CU BING - \ O ) \ 1 / /I f -( pe. L/. 1F-119.5.' I:1'Y� FUEL STATION KIOSK, REFER TO PLANS BY OT ERS ! y 1 , d f?ROVIDE AND INST LL i J `"-`'Q`_-1IW7-F�orrz ' r -PROVIDE AND INSTALL 4 WL 141iL STRIP NCr (T Fa'. „� �a . ;� . ' •`' _� • / ! _ 6 APPROXIMATE LOCATION OF EXI {� SIDEWA , AND URB. - 0 r -- TI / �`•- /' L' CONCRE E CURB AND P \ Ever r Glk L.L.0 HJGH CHAIN LINK FENCE O� / .♦ ��' - :/ : i'' / ' •� .` -'� ' , �20' _ t CONTRACTOR TO MEET EXISTdJ G CATION AND G _DE - -' 9 r PROVIDE AND INSTALL FULL DEPTH ♦ r "� " / � - �✓ r� 4'q '` 1 +_ , • ' ` ( ? ♦ \� ♦ ,- ' -=P'20VI E AND INS A L U F I I;fY PROVIDE AND INSTALL CONCRETE DEWALEsrf'€F2 T V'I.N \� l 6k. Q. 1 p BITUMINOUS CONCRETE PAVEMENT STRUCTURE � P') / ram' • � - �/ • ' /' • /♦ • r• l �`�' - '�4 � _ \ f : `:. • l ♦ ♦ j ♦ fRAN FOMIc.. AND C �• OF SOUTH WINDSOR TYPICAL_SI.O��jq� L'"K DET IL /v/ ; ,- r TRANS M PA ID -VQL RDS _/��. ♦. ^.�• �:._. rf n + BEGIN B�GKC SEE WALL R(VIDE ANC{NSTALL E3Tk1Ml / / :'z:•' �j ♦ ♦�/ �• `,•,: ' • - PRO�ID�PI SO ID .�_z__ Lw:_LINE „ OEtA 1OR DETAILS % \ ' J /♦ '4' . / - )4 E Y r AVEMENT RUCTl1R OR \ ♦ ad r ..... 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T N SCAP ISLAND YP. � WINDSOR STA NDARD D T I •s • ♦ :y ( LAID ED .� E AL / F i t ` r- I l r / - - I •=x. f - E . .�',�;'.�;/':; /' '♦. ., � Pf�01E��' I STA l�� ND - STALL �Tfti�JDAR DUT mI .. r :� ' ' _ �..::i ,.'•r. ♦/. y . , S/Pf'�E7 SEfl t/ v BI �v11 �NC LfE PAVEMENT ST CTUR 1 T.l E PROVIDE AND INSTALL FULL DEPTH HEAVY DUTY �= : ' !�,. ♦ ♦ 1:= "'♦ o t r -- f::. ♦ I .1 • .'• :�� ' ;. �` k� 266.6.1- (_T D .-LQI - - = - BITUMINOUS CONCRETE PAVEMENT STRUCTURE '••:i: ♦ �:: 3• )D, �BRfi�fJDE �D INSTALL- _ ::xJn_, :. - ♦';• . •' .`-', , .t . \ DEcORAI _utc>rNOus --44 L_' \ . o / , / STALES.'/ , I. .:.:7.: .,� - ► r'"7 e' ..7 ... ;•♦ ci .'`.r '� • ;; - CONCR OSSWALK O `; . �� - \ \ .., s • : , •-., r Op ' ILO K. : r . .. S �j�y �,�l� NO S A L \ PROVIDE AND INSTALL 2 MILL AND OVERLAY �•! i \` \ . ♦. y \ f o - \ \ C A \ f> y \ f A I 1 \ nr �G -es ♦ . O �, k - P r a r S ace :� r 9 \ o� ass r Y t / • :�-: sue.. •� Easement In av r t' \ .t ' 4' ♦, �. N ,,. :\:: f 1 PR OVIDE \ O Units 2 1 AND IN STALL TRAFFIC SIGN ._ T C SI \ t :Sti: r•• ,y. L - 7-- - \ 10 - � Vol. 15 1 -- 2 P s. a h' �r s 9• .J. r _ /l r 1 I \: =r. :, l _ r 1. ALL PARKING STALL STRIPING SHALL BE DOUBLE STRIPING AS SHOWN _ _ ' . ! /. :'-r l " \ -- - - J=- = - 'O LIMIT •F HEAVY DUB'= 1 # OU ON DETAIL ON SHEET DN-4 �. - ' l r - - - - . - - -,r- `? 1 / I. ' % / (/ / �... c':, -s' A \ \ _ _ ( +_ r�'f \ �01�CRETE TRUCTURE (TYP.) 2. SOLDIER PILE WALL PANELS SHALL HAVE ARCHITECTURAL DETAILING. / A • / �/ /. / . /.: y._... ': • _„, -.:• r .A0 B r / / \ t sl \. . oo ❑9 1 ® 1 \ \ \: ::..�- Y •a---"C 8 COTRACTOR TO PROVIDE ARCHITECTURAL DETAILING SAMPLE FOR o� j �� l!, i. Inv-- r, {• .: s i , • t_' / ® c� F:,\ I PROVIDE ND INSTALL -HEAVY D TF= WRITTEN APPROVAL TO THE TOWN OF SOUTH WINDSOR PLANNWG . /,.n- / � �-A,ibr�. / l�/� • / r .r . ' ?' • ' / : __'. ... � ':C__:. : �, /... _ n sri�Rar:� _�' .... 4-.' .( rr�Q.. ` ....r,�°t- �4 1 wl ...... ?'..rT.,, ,. .,. .. .. {' Y / 1�ITUMINOU C ETE ST��FIii�E (TYP.) DEPARTMENT. . w -/ Y, r ,. . . -1 �(i� - �. ... V-.* 1 \ �. .`. . . i, I Tr•. . I.. . t �+ \ / . r r / : .::."<< ' \ AF;EA TYP? \ \.-t �,st3, in' -.714 2( b` \ :�,. . . . I. . . . . . I. \ ''�- ' / / / /v ) ...... O i r ,. I . / , ' . PROVED AND INLTALL \ \. in-v-1�d .1. .. ,o ... */.' .... ... .. . c \' , « DEN GUI ERRMINAL SECTION. SEE DETAIL \ / r ' • ' f ) ti PRO\IIDE AND INSTALL '.. L i' / ..• -- / 1: ..... ......... .... .... __ - r SOP S{GN (TYP) �: \ \ CONCRETE~ .CURBING .{T \ \.. . . ) R-5, PE' \� -�- _ _ r i ; c'.�`)... .\ . . .. .: .. ..... J... POSED ;/ / \\I\ r (f ( I J / r . .: 76`51 1 \ ,i \ '\. '1� % ' \ Q/ ,/-^ ,K - _ s G� d ) J ). � is - i R-?I.)o ri .� _ . CAR TORAGE (TYP.) _ r-'' P PROVIDE ANb ° / / / /, / ®.\ ` \ _\� \ \ \ i I- ,aan M1 �' ,p \ T -13 11 �/ _ \�` INSTALL DO NOT / r ^� ' \ \ \ \ \ i J FL=.1' '\ + P�",� AND INSTALL WOOD / Dbl C8 ENTER SIGN TYP. _❑ 7(-=9] .r < wn \� / // / I 7 ❑ . \ 30 1 '�. 12 12 11 11 I 2 11 11 Eo e ent %.. 1 l v--1 1. ' s & PROVIDE AND INSTALL \ / - / / �` r ! i ❑ .. Cox mm, , f �? WALL, BEGIN SOLD�PIL�CWALL. Q / Y / �( f n\j3 fer - __/ . r . ; - I 1 1 1i 3 �^ ` = 1'r" ° \ OL iLE WALL PANTO HAS ARCHITECTURAL C 12 SWSB AND / / r y l r,'::un ary R T0.\,r: -. R- \ - j i l / ' 4.25 AIL G.CONTRAC 0 P DE ARCHITECTURAL G PAINTED LEGEND ` / / l l Vol. 428 P . 6.7 % 40 .. �. \ I \ \ jDR "f \^\ 0 78 / , `� PW3 JI).E.'AND'.INSTALL . _ i -1 i , / / lnv=13 5 DETAILI G SAMRA-E R -WJ iTILN APP( OVAL TO THE -� � �-- � ! SNOW STORAGE •. . / .\ � '•, � f � . . \ , -- \Cj \ ' / I a MOUNTABLE -CONCRETE. CURB• • ' . ' ' • -`,' \ i * .. tn.v=13 ) t t TOWN Ok_SO N�6SOR PLANNING DEPARTMENT. �`�. AR A. (TYP:) .'. .. . . . . . \ l\ / o / \`\ SEE WA AWINGS FOR DETAILS: / ` 10 ?�, i t _ J J ' AIVD 'PAVEMENT.'.'.'.''.'.'. \ L : * / 8 \ ` PROVIDIN AND INSTALL ,' / i ( I' * .. *. ,, * , ii %. ` ' -- / / YV09D-GUl[RA1L-�T ,�/j // // -� i 1 I ... i \ ❑I I",, i ( \ I \ \\ k� OVIDE AND�F 9u / , i � _ �\�' © r / / ( f �14 10 E se ant - / .. .... \`, r ' \ \ ` � i y \ \ g 3�. `I � �' � 1N TALL C�O�NCRETE 4eGl , _ / '! FR�-V{BE-'A ~ �. \Cb f / / / / / / / j �� 'on ectl ut Way ' t ` \ . .. \ \ \ 1 ❑ �� 1 \' t LA DSCAPE` LAN - )\ / `n r" -- ...\... ...', \ I \ \ -, \ \ \' \\ I ...I . . \ N .4- D G (TYP.) , e A n ' '• I AJ�IDSCAPFD -ISt D. Y \ l / / / /� /- ".\\ \ / / / / / \ \ \ \ 1 - .I.... PROVIDC�'jPJI�. JN�TAtL RETA'fN1G,-V+fA� 6,� / j / / ® / / 11 I 10I.\'-'I----'-`� \ ® ` 45,000 SF // fVjl{Tk� h`,U EHAIN LINK FENC�(T'y,` : / / /� / / // / J / / r /r j...:.....,.'. \ \ `` \��, `= i \ \t Ease Pent 'l0 1 ,c�� t / \ / ( / ne icu # r. 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(TYR.). !{.. .I.9. �. \ t �� I r 5 - �'t ( F . t . \. CQN.CRETE C RBING .TYP_). ; a CONC TE CURBING�(TYP.Y 1 ; rYalkin , Ut \ \ \ LL ' \ _- ,\ '- - 3 w«rQ• ...9 ._- --v. ° l •�. k ��.°'\ ' `'' I �9 {. ° \. ! \ , I. I. - iit a\ J / PROC(IDE AND INS'fA I \ p \ r C -° . a , a i a o a Q v �_ i \ ( I \ .. , �_ 'Cr-_ --- I Strn Ib1N STANDARD DUTY B)TUMINOUS \ P * \ \ 12 \ 11 0 �i L10 / ? A 1' . • . \ \ i (._ `. _ p V ❑ cV, i ❑ i - \ CONCRETE PAVEMENT j \ \ \ \ \.\ I .'r it \ \ I ) i ° :: \ . \� .: \ \.. \ TF=137.p.{ I S RUCTU�2E {TYP}) \ I t / \ i \ \ \ \ \ / i- _ \ t I \ .v -.\ ��-° i.x: 7 4 '. ..\. \ PROV�J-9ND1r1F45 F� 1 SIGN I \ \ c \ i2ROVID'Jr AND INSTALL \ \ PROVIDE AND INSTALL 10' S 10' - :.'/i r� \ \ t 1 I ! \ r� ° ' ° a r Ea e e o \\ I Dd "C'.CB. ' \. COS�j OFF f3ELI VERIES' \ \ / ) l ) I \ , \ �., FLUSH SIDEWALK \ �. 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I � \ \ ,� �; / �l 1 � \ LOCATION OF TEMPdRARY SEA ONAL \ 1 I v , \ I i \ P1 O0 DE\ AND D#STA L N / �r - ✓`� / t i t , ; „ \ \ frF' l•2 8 r, " °� { / \ ` `L oo ` � , � I A / 1 Y ARCJ;iITECTdIRAL 'J�LANS �... \ LL HEIGHT - _ / - •� / t 1 \ \ OUTDOPR IGARDEN C NTER \ j (Q...N\ \ \ _ 1 I f / MOOD 'GUI[�E A'� (TYP.,,, - \ 4 / /\ \ � __ , j A► ! .._ •, 'j \ .PROV� E ANDI INSTAL VA, \ , I \ I i PROVIDE AND INSTALL 4 SWL (TAP.) �, \ �n 12�3..7(S)�' ; \ \ TTO F 6' /i o / I I I \, \ \..2, \ \ 52 J + _( / j \ / \ t� p� \ \ x�- o ` / / \ y / . ! >> / I ACCESS SIBLE P, RKING ,SPACt (TYP.:) \ PROVIDE A DIINST LL CO CRETE i i,, \ L 1 g y '� \ \ pp I / _ / ' // �'� N , PROVIDE AND NSTALL'` ACCESSIBLE-- \ i STAIRS, REFER TO\ <: t 1 1 I i I \ \ \ - \ 11 / 1 9�- \ . \VHEE STOP TYP.) I ARCHITE0URAL'PLANS ' ' ' \ i I I 1 \ \ t U_ \ ) i 00 ❑ /� / 9'-_ / r "I t { PARKI G AND �/AN ACU�ESSIBLE. � 1 \ \ \ 11 \ ` � � � \ �_____� ..••_ - �" M `, \ 1 1 I I 1 ' I �` \ \- \ \ \ r \ J /� r// 1 ', \ t .-� r \ SIGNAG IN BOLLARDS TYP. \\ \ i \ \ \ - en ft ank \ 1 \ \ (, ) \ N'T \ \ '' o I \ s q7w \ t i o / l : / ^ ^ R J� asrvice ram an , CO xI I I I 1 \ \ \ - - o / / �// - I �. /// \ / PROVIDE AND INSTALL �, ) D ! ��C I\`%� POVIDE �ND IiTSTALL HEAVY' 7t'' \ r -- i� \ \ I _ \ ; ti o v 11 \ \ Ly( �/1(f 17 P `164s I II _' ,� / /�/;///_P.ROGIDE AND �;./ •\' � bECORAITVE BITUi�INOUS 4S E\ � \ F� DUTY C NCRET PAVEMENT g � wvo a I I I I I G\T,DEEP DEVF<L`OPMENT IJJ� , y I 0(-1 \ \ 1 / CONCRETE\ CROSSWALK \ \ \ `+ \ \ \ \ � STRUCTURE TXP. \ \ ` � \• \ o° \ �-' ' 6 I i I I i , ^ \ �. \ 1 / I r,� /////f i STALL "PAINTED - - ;` ( ) \ _ I I I I I \ \ \\ i \ \ \ / ` \ J" / �,/ , TRAF ARROWS o /� , , � / \ '. , \ \ PROVIDE AND, INSTALL \ \ o\ > r - o \< PRt�VIDE AJ�D INSTALL TAMAR A \I I I I J j \ \ I � /• (NP•) , ( \, CONCRETE Pk4D FOR 1 IKE RAi✓K \U 2O a TRAN1SFOkMER AND C• NCRET\E \ 1 a \ \ \ y- $Ii II `\\` \ \ 1 \ \ \ \ .. / / / ( \ y \ \ V AVEN TRANSFORMER P WITI f \ \ a ' • \ I; I I i T \ \ \ J o \ r / / , \ \ PROVIDE AND - .:\ ... TO B€ INSTAL;LEDUEas ent o IrnJ:eE\ \ \ -IT I `'� I I \\\\ END BLOCK WALL \ \ \ \o / / ` �•, \ \\ - R=6' PROM E AND' NSTALL 5' FLUSH. \ \ " \ } \ \ \ \ BOL'LARDS \ �� ' • v �� I 1 I I I i I I \ \ ��'..\\/f \ \ \ \ \\ / /' / �\ \ INSTALL CURB - \ \ `, '� \ \ \. \ \ \ Ga S vice k•vm a'n�\• . \~ \` ` \ - % ... I I I I I \ , \ \ \ \ ` \ / i / \\ \ \ ,SIDEWALK RAMP //� 1 ......\ ' .' \ \ CONCRETE WALK, REFER\TO \ \ \ \ \ \ \ \ \ \ \ \2apGa('gv �59 - V \ \ t °c \ f X ' \ ARCHITEtCTURAL PLANS \ \ , . I I 1 I I I i I \ \�\ \ // t/\__ __ N I ` \ \ \ ' \ \ 1 / / /� r �� $ \ / j ,/ t j J '� co \, OCATIOt OF PREVIOUSLY\ \ \ \ \ \ \ 1, N \ \ `@ �` ,,a . \ N I \ . \ / J ETLAND BlJ E R \ \ \ ( \ / 1 r ., % / , / -_ 1' / � • �oo�n,rrn\ I IOI AKIr.i, � XAMA/ ' \ \ \ \.\ \ I I I '� 1 \ \ \ v / '/ �` RQVIDE AND INSTALL RETAYfV#NG / \ MF_ P1VVGv\vrLYUvv1 fNLVICYV '\ \ ` .\ . t \ _ IT 1 I II I 1 I I \ ! / / �\ \ _. �/\ j / / , J x\ t. * \ \ AREA OISTU BANCE \ \ 1 i \ :°.. .\ . , a " \ v., I �, / / i ' \ \ \ \\ Qa , ' / // WALL• VYlrkl 4..1 ItGEI- OFIA1CVr} NKr l I 1 I . / ... \.. \ \ � \ t ,F \ \ PRC>VIDE �ND INSTALS 2„ \ a - ` r - i ► I , I �- - �. I NCLUDEb �4 �lei �v - } I \ I rd \ / ,,J/ / - F NCE' ;(TYPO i R=15' • PROV�DE ,IN CON \ \ 1 MILL ,AND \OVER Y \ sd x I I I / 1 \ \\ ( / i,� i ,"' J� INALII ( * PR I VIDE AND ICES LL le • T °Lo t i I i \ \ -� ' / - GIN �0 .. • \ CURBING G (TYP.) \ , \ \ \ I �` \ ' c� I I I I I I \ / / i \ r'-- .� -- , .� { \ J I i I \ } ,'..... \ \ \ 1 \ iVE \Easem r '\ -3 `� \ I i I i I I { \� LIMIT QISFURBANCE AND SITEWOP,K _ \ "� �' :-�i % %/; �' �_' . :/�1 ..,a 1_ .�)--'. 1. .. �� I I' <.,`. \\\ / i \ t \' \ I \I I\ 11- �• 1 1� G f�' 11 n I ItS"1 D?V J /1 D C n�1 __I- ��NCRETE OROSSWALKus Ch�snecr' tRe�or I \ \ \, \ i InRbVID� f - 1 ( 1 w - ,;- / �// . - ,- -// r F'KVVIUt AMU JIALL'UtI:VK\AIIVt \ � � \ j \ rT' c ''�' � ,,. .ALL rU I I ( i -- - - - \( COrK1TRACT LIMIT LINE 1� \ / , / • I \U \ I I I i \ I ` ,� ..: / / i // L :- / ( \BITUMINOUS NCRETE CROSSWALK \ / _7 -.. .. -�. \ __ �� _`% I i) %,\ �h V I-( i i I I/ol. �268 . " ' - � WOODEN X I I � , t \ _ - .- =� \ ) / / 2 UIDERAIL Q II I i 1 i i - - - _ ,; ---- - - ' -� \ J ' / / i ' 1 \ \ \ \ +\ \\ - g \ -- \. \ I -/ 1 I i � 5 )k7v=1.? ( \ \ \ � � T t�l AL I i i } - \ -\� \ ~ \ \ \ , �/ ; // / \ t - \ \ \ \ t �_/ A- i END SOLDIER PILE WALL 6' \I BEGIN BLOCK WALL. \ v a / VA\ - \ I -- / /!/ / A \ \ , V A t �` ` ; 11 \ ) I . . . . . A , \ - ��ZK1 N I I SEE WALL DRAWINGS . 4 Un d D �AI �; , M �►T� � i�I N � SH E-ET 2_ _.- � \ \ I , / / /�f o \ \ \ \ \ \ � � \ � ' / � � , \ �,--��--� 1 /6 � / , / i � I \ Sta - at�� I L \ / FOR DETAILS. \ I 0 RENFR TO SHEET GRAPHIC FOR GRAPHIC SCALE 40 20 0 40 0 SIGN & ZONING INFORMATION III SCALE IN FEET Z x C5 � N 0)C N N O U) �. � .,--- 70 U 0)> C: <C w w -, el � a ii"' 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860) 249-2400 Fax of °ON1.ly� o3 .�ftrJ �pO • • t No.2G1i61 •••&Ca1aM8�C•.• `,�i. . roNA'1. � ti:::. r C\! U ft ft � ® U CL �o W z I 0.,� Z_ MJ \/ ® O •:� Z U u � < - ram' WW A 0,� ry) Z 0 I� U., W r �__0 W ❑ 2. z � g w � .a o .a U O Z U � Z 0 0 I- �o�� :2w2' Z p Z w N ouaio> a) owow o <W<13� I N o 0 0 0 Z N N N N O �` z_ �- � > N N '_ = w o 00 Z - N M V Designed J.A.B. Drawn S.E.L. Reviewed Scale 1 "=40' Project No. 13C4718 Date 09/18/2019 CAD File: SP13C471801 Title SITE PLAN Sheet No. SP-I 2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. N 0 0 N SITE PLAN LEGEND PROPERTY LINE LOD LIMIT OF DISTURBANCE AND SITEWORK CONTRACT LIMIT LINE DEVELOPMENT AREA LINE SAWCUT LINE - TTT L_ TYPE VARIES PROVIDE AND INSTALL CURB PROVIDE AND INSTALL WOOD GUIDERAIL. REFER TO SHEETS DN-12 AND DN-13 FOR MERRIT PARKWAY GUIDERAIL DETAILS. ' '• F °`r'; :.":: • '::,,:'%:.,..`'.:' PROVIDE AND INSTALL CONCRETE PAVEMENT STRUCTURE OR REINFORCED CONCRETE SIDEWALK c n n PROVIDE AND INSTALL HEAVY DUTY CONCRETE u PAVEMENT STRUCTURE PROVIDE AND INSTALL FULL DEPTH BITUMINOUS CONCRETE PAVEMENT STRUCTURE PROVIDE AND INSTALL BITUMINOUS CONCRETE PAVEMENT STRUCTURE PER TOWN OF SOUTH WINDSOR STANDARD DETAIL PROVIDE AND INSTALL FULL DEPTH HEAVY DUTY BITUMINOUS CONCRETE PAVEMENT STRUCTURE PROVIDE AND INSTALL 2" MILL AND OVERLAY PROVIDE AND INSTALL TRAFFIC SIGN NOTE: 1. ALL PARKING STALL STRIPING SHALL BE DOUBLE STRIPING AS SHOWN ON DETAIL ON SHEET DN-4 2. SOLDIER PILE WALL PANELS SHALL HAVE ARCHITECTURAL DETAILING. COTRACTOR TO PROVIDE ARCHITECTURAL DETAILING SAMPLE FOR WRITTEN APPROVAL TO THE TOWN OF SOUTH WINDSOR PLANNING DEPARTMENT. SIGN LEGEND CT -DOT NO. OR SIGN NO. MUTCD NO. LEGEND A 31-0552 S TO P 30" B 31-1119 LDOAENO 7NT ER C 31-0629 D 31-0648 ACCESSIBLE E 41-4811<*> 36" F 41-2607 -T NOTE: ACCESSIBLE SIGNS TO BE INSTALLED IN PIPE BOLLARDS (SEE DETAIL). ALL ACCESSIBLE SIGNAGE TO CONFORM TO LATEST BUILDING CODE. ZONING INFORMATION LOCATION: SOUTH WINDSOR, CONNECTICUT ZONE: GD (BUCKLAND ROAD GATEWAY DEVELOPMENT) USE: RETAIL (PERMITTED USE WITH SITE PLAN) I itM f ITEM REQUIREMENTS PROPOSED VARIANCE 1 BUILDING SIZE NONE REQUIRED 163,265 S.F. NO 2 MAXIMUM BUILDING HEIGHT 60 FEET/4 STORIES <60 FEET NO 516 FEET 3 FRONT YARD SETBACK 65 FEET -BUCKLAND ROAD NO 1275 FEET -DEMING STREET 4 BICYCLE PARKING DIMENSIONS 6 FEET X 2 FEET 6 FEET X 4 FEET NO RETAIL- 1 SPACE PER EVERY 200 S.F. 5 PARKING REQUIRED OF GROSS FLOOR AREA 674 SPACES NO* (163,265 S.F.) TOTAL REQUIRED = 817*(648) 6 MINIMUM HANDICAPPED PARKING 14 SPACES 14 SPACES NO SPACES REQUIRED 7 MINIMUM PARKING DIMENSIONS 9 FEET X 18 FEET 10 FEET X 18 FEET NO 8 MINIMUM AISLE WIDTH 24 FEET - 2-WAY 16 FEET - 1-WAY 24 FEET - 2-WAY NO 9 IMPERVIOUS COVERAGE 60 PERCENT <60 PERCENT NO 10 MINIMUM INTERIOR LANDSCAPING 10 PERCENT OF INTERIOR 10.0 PERCENT NO PARKING AREAS * A MODIFICATION OF MINIMUM PARKING SPACES PER SECTION 6.4.9 OF THE ZONING REGULATIONS WAS GRANTED BASED ON THE PRESENTED USE AS OF NOVEMBER 24, 2020 ALLOWING 648 SPACES. oN �•�.0-0 U 0) Qww 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860) 249-2400 Fax M. 7 1 Z ::D _ \ \ \ p� PROVIDE AND INSTALL 5' WIDE CONCRETE SIDEWALK ` ! ��\ \"� ///� �))\l��' LLI N SHEET 1 \ \ \ //r 1 \ D INSTALL PAINTED a� 1k \ // / / 1 k a ! U IN, STANDARD DETAILS TRAFFICa f -- _ -- - -/ LS TOWN OF SOUTH WINDSOR \ PROVIDE ANARROWS. „ l ) I I \ l r PROVIDE AND INSTALL CONCRETE PAVEMENT., \ 37 3�9 off`, - g.3 } / / / % ! / j �Il l} f.CL -PROVIDE AND INSTALL MONOLITHIC CONCRETE \ (�=19•j-�Q ( 1_ ) r-! l ! l�J}r j! ` !i l ` �\ Z w ;' _ \/ " J �Y } 26�. SIDEWALK -AND CURB EGRESS %DOORS AND ` CONCRETE L 1,33.4`fs7"L {_I 1 ! i L . / V U z -- -- PROVIDE AND INSTALL „ REFER TO Ccnhecf.. uter Co pan } / -_� _ SPEED BUMP „ : ` \ _ PROVIDE ANDPER TOWN OF ISO ALL 4' WIDE CONCRETE SIDEWALK r LANDING, I�•(- I S29`02'25 N ` / J / I i � I ry UNIT 90 SOUTH WINDSOR STANDARD DETAILS -ARCHITECTURAL PLANS 1 `..��sa4 �gl 2 1 N30.84')n t .� . f/ }J } ) W �L ARCHITECTUPROVIDE AND INSTALL HEAVY I. .� . � DUTY BITUMINOUS CONCRETE , J `^ PROVIDE AND INSTALL 8' PROVIDE AND INSTALL 6" I, .'•' , J / ' } r ` Q z I PAVEMENT STRUCTURE TYP. B 1 y // / • U \` TOP FA Ea ement`To Thel co riecti.�tit.'Ltght.j ( I l l r J I �� W Q �/ L� DIA. CONCRETE FILLED ( ) `REVEAL CONCRETE CUR, CE OF WA l '.I 2 Anq wer�ompany}.. . J l l l Q LL C STEEL BOLLARDS @ 3'' O.C. PROVIDE AND INSTALL 5' WIDE CONCRETE SIDEWALK 7. 0 �\ � I �� s ` � g • )• l l J j � � J BO%TOM FACE OF WALL C (VARIES BASED - PROVIDE AND INSTALL 4 AND RAMPS PER TOWN OF SOUTH WINDSOR Q -}`�' \, ` 1 _ r,_)_ _,�°1' �74it pg 15=t ) r l ! l ,� II -1 i l I Z O j �\� / f _ --. r �• • f ON WALL HEIGHT) r , �. �` bSYL (TYP.) STANDARD ANDARD DETAILS AILS 1 \ - — -- _ti -- -- - rno in Souther ruses tngror��- lrr— i \ �� . •Z Z \ Tel ampan ( V l �J ; i I / Q W U Q 1...... N. �.)f'g 14f� W M1� p0 z ' Lo / C� ) ....... .. ... `... .'/ }. . r.. % PROVIDE AND -� `tom Vda LL dd ........ . -. WETLAND BUFFER . i ...� ....... ........ \....�.... \ ...'.\\.... 7.....'; .. �. Jlti I1�STAL( HEAVY: DUTY �/ PROVIDE AND INSTALL RETAINING a . . . . . . . . . . rr1 �+ o r !! r— / J ` � • �Te � porar. Coast ucfion. as- -r � � _- - -.. _ ...... : � �.. ... , . ..� . � � .:� . . � .\... � � f `BITUMINOUS L1J = l I \t / , /� \ WALL WITH 4' HIGH CHAIN LINK :! ,,.ram \. . . \ . . ) . . . . . . `� .. .IrA Favor -Of •Ev green •Crossi , % %`" i Y. i. terrGprnuni J._ } l J i, t ONCRETE PAVEMENT I— \ r \ L I } \ FENCE (TYP.) o..- - ; .. \ . UC'TURE'(TYP.) LL1 r \ \ \ - Rip ari on Bu ffer �, / 1 \ // l 1 n 1 4 :;�. .: D . �� . t \ . :\` ' .r a :.., — _ / / P \ / \ �.- _ _ a. PROVIDE AND INSTALL WOOD � , Boundary -/ / / i / \ \ �/ �. r_ �n Pr) .Iv x ` . .. •, !Q� . �.� , \ -�= r + /l / / �Si �-� / ! ( ` ` ` GUIDERAIL TYP. p0 j i , �, 1;oL 2428 Gg. 6i , / / / / \ \ i 5 - t `O?:.�, . i `� +� j'•...( > / / i c�/ P DE AND �\ p a-1 �d� d4'ater �ine s Mar edCL _ / 1 j / / i / _ \ J `�. `� `�`. / I / PROVIDE A1JD _ -4js / t / Qfi 1 38 \. i o _ "_ �`. �� nr ,A�a, a �B , r I d i i I �11 I \ 2 Kent Tc Service 2700 Pg YP;)' PROVIDE AND INSTALL 2" MILL AND OVERLAY PROVIDE, ANP7 [ TA8" DECORATIVE, BI IVS r CONCRETE CROP AtK PROVIDE AND1 iNST'AL STREET S(N!P=S24'0Z 121.63' � San TF= SO'4415- I, JNSTALL b1fWXLK UN I T GRAPHIC SCALE 40 20 0 40 SCALE IN FEET U co o U cri Lill fl x U v U r x U m co ro U G U U x 0 ;2 0 In x Z F z z w w 0 O 0 U U z z 0 0 ,o Ckf �COZa ozoo z 0 z mLu CO 0 w ow in <W-<W O O N N Z NO p 0 0 O co 0 N N O` ` W O O O 7 — N M V• Designed J.A.B. Drawn S.E.L. peviewed Scale 1 "=40' Project No. 13C4718 Date 09/18/2019 CAD File: SP 13C471801 Title SITE PLAN Sheet No. SP-2 2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. 155 —1— 150 — 145 — 140 ------ 135 ---- 130 125 120 115 110 105 100 95 90 -0+25 SECTION 10 ------ - --- .....................................-.............................._ -------------- ---------+---- _.... _. i r ----------- -------------------- ---------------- — _. . .... _ .. . . . . . . . . . . . . . . . . . - ..................._..........................................._ ......... ..... ..; .......................;............ :...... _ ...... :............................:.................................. f ........ I . ..................... ....... . . .................................. ... .......... ................. ,.... ... ........ 1... ... ..... _....;... . ------------ ........................................................................ r-- � 1O 0 O .— d- mot- Ln � G O N is : Lf j 00 C> C3 f G; Q) m ,. O O 0+00 1 +00 1 +25 155 150 145 140 135 130 125 120 115 110 105 100 95 90 1 1 I I If I 1 i 1 1 1 1 GRAPHIC SCALE 10 5 0 10 SCALE IN FEET O � -- N 0-0 >� QLUL.IJJ c 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860)249-2400 Fax ��°'v-F c:UNv/ Z � W N U U Q 0 0 w Z W O > Q Z U W oz Q rV o 0 w v , 0 W 02 co y r- — L a• w > f- O w ::D O V) w rn z Z w z � w o U 0 Z U Z O O`\� �w=a Z p z W w d w N ciw o w o QXaIx 0 0 0 0 co Z N N 0 0 CD O ` U C`') N w 0 O O E m CL- •• o Z N M V m E v U M X Designed S.E.L. o Drawn S.E.L. w Reviewed v M Scale 1 "=10' X Proiect No. 13C4718 o Date 09/18/2019 CAD File: co CS13C471801 Title 0 F, CROSS SECTION Sheet No. CS-1 kWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. 4.00 1 WB-67 Tractor Width Trailer Width Tractor Track Tr Heri Track 171 TOP FACE OF WALL B — TTOM FACE OF WALL B (VARIE BASED ON WALL HEIGH Lock to Lock Time Steering Angle Articulating Angle MATCH LINE SHEET 2 6.0 28.4 75.0 oo �v D I 0 0 SOD to �rnraen N /F WnI ' .I I i - ..:L AReal� l LL'� IT- Re A ni.r 455000 SF 310 Spaces 1 { C.;.�-201 shared spaces) 466.89 "LA o •: D=79°36'13' R=20.00' L=27.79' CHD=S30'3' 7) WALL' A A' 1J� GRAPHIC SCALE 40 20 0 40 I I SCALE IN FEET :5 E O N O � U �> ® C 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860) 249-2200 (860) 249-2400 Fax I ®F CONIyF C5: o� ( c l a ��tl • • �NALE in\ii.'A\'n`ak4 lnttL:: Z Lu cal U w �®z ol z uJ z U LL� 3� < 02 z\/ Loa w W 0Q�L� w — _ 0— w 0 V) W LU Z w w 0 O O U U 3 Z O P O o*'� W W ozoo Z O Z w O fn > vowow o Q0�QQ� N Q C 00 Z N N N N O � n O` ` W L O O d' O Z — N co V Designed J.A.B. Drawn S. E. L. Reviewed Scale 1 "=40' Project No. 13C4718 Date 09/18/2019 CAD File: TT13C471801 Title TRUCK TURN PLAN - WB-67 Sheet No. TT-1 OMPANIES. !NC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. 15.00 53.00 19.50 WB — 6 7 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 28.4 Tractor Track : 8.00 Articulating Angle : 75.0 Trailer Track : 8.50 -J MATCH LINE l 0 g 5 3.00,r. N6�5,>� N43.22'55"W 88.21' S60°2,1,3 Gov - 17 tVIF Evergreen Wa/k, L L C 8k. 1169 Pg. 4 Unit 3 S 4 6 ti / 138. A--49°35'48" R=145.0,'," L=125.52' CHD=S24'0- 121.63' S0°44'S; 15.08' Q) — '3' 0 C- T) N •C .0 7C) U �> Q W W J 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860) 249-2200 (860) 249-2400 Fax .�F;.� 1d1. Cq • ,�C �Q' • 9� - • 20951 5®'+0 �c��L'�NSE�° n� 11;1Z3 16 AI A:.. S�� 0.�`SC.N:::.:::::::^14k1C:hK{�Y:t�N[AtlIXtdtlMitK:4R:-0CM.\`:: W c14 U :* — F— CL t- n U Q W 0 D 0 z UJ p0 Q U W�:Qjn2 �z0 W � � � m h () , OrV�S � W � � 0 w ad 0 CL z z w w 2 0 O 2O U U Z z 0 0 ;to*0� w w a Z z LU w a lye (n m 0 w 0 w o cryQW 0 ON CV CV Z 04 O O O O 0 C n > O N N O` w 0 0 Z CV M V Designed J.A.B. Drawn S. E. L. Reviewed Scale 1 "=40: Project No. 13C4718 Date 09/18/2019 CAD File: 713C471801 Title TRUCK TURN PLAN - WB-67 i .. Sheet No. 202.1 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. 7 GRAPHIC SCALE 40 20 0 40 SCALE IN FEET T-z 46.42 7.42 22.42 South Windsor Tower 1 feet Width 6.29 Track 6.23 Lock to Lock Time 6.0 Steering Angle 31.6 EASED ON WALL MATCH LINE SHEET 2 N/r V. LOD LOD .1 -, ,,� Unif 1 _ S13'08 23' W LOD 288.90'ECI 5 LT i \ a i R--300.29'F� v 17 I 7 ' I r• ^ S i CHD=S69°31'04"F •'L: ,•.i. l 'y�r.} , .� 'r - •v.; `'� i` ,162'0/ 42 L :. 266.64'------- - o. — -_ — -- y}� / CTY OD ♦ �t it . y. .. ,. / ; . '7.. i • •'y • s• •.♦ '\ LO _ — .•_:,C.L'.•,... ° ,iw-....:o - C'/ 1 LOL D ODi • '..:.. • , :.; 4. . •. ; . ; .� � • l . r I v - C .r r — _.—. rL,.-ram _ , . -•- i /- ,_ s• r• t s �= w , ,: Cr olk 1 J RealFr l ._ 1 45,000 SF 310 Spaces clJ20,shared spaces) 466.89' "LA Fitness" A=79'36'13' R=20.00' L=27.79' CHD=S30'31 Y/ A D ON 0,23 119.52 GRAPHIC SCALE 40 20 0 40 SCALE IN FEET 0 a 5 0 0 0 U 0 x o w v U co r M 0 U N U x co U 0 n 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860) 249-2400 Fax N_ U U Z :D 0 LEI Z J Z z�0 LU 0:. =D W Z OWL LU I- 00 LIJ ::D 0 L7M U) CO Z I-- w Z g w M R o U � Z U Z O 0 w Rw a o Z z w W0wrn m owow o < it < IX N o 0 0 0 Z N N N N O O N O Cq 1` w U 00 Z r1 co '-f Designed J.A.B. Drawn S.E.L. Reviewed Scale 1 "=40' Project No. 13C4718 Date 09/18/2019 CAD File: 1T13C471802 ,au.�•cw.wcbr..ua�,.,nwxrmne�x•.nwmr, Title TRUCK TURN PLAN - FIRE Sheet NQ. 6 TT-3 0 N N I ®2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. 0 46.42 7.42 22.42 South Windsor Tower 1 feet Width 8.29 Track 6.23 Lock to Lock Time 6.0 Steering Angle 31.6 GRAPHIC SCALE 40 20 0 40 SCALE IN FEET (D 0 7C) > < Lu LIJ 71iA 100 Constitution Plaza, I Oth Floor Hartford, CT 06103 (860) 249-2200 (860) 249-2400 Fax -.0howw"114b.- "Ov"i cojyy'o� Z lye, M. 95 'ON AL F— Z ::D Uj C� CL n �Oz U-j0 .J I r"" Z Uj C) 0 W Q Z -7 0— E U LU ::D n LIJ 0:� co -7 to (D r- 3� 0 Q� V) LU CL > F- 0 W 0 CL Z U.1 0 U0 Z 3: Z 3: 0 P 0 0 F- :Z! LrV 0Z 0 11 Z 0 Z LU LU a_ LLJ (W') 101 W> 11< 'c) 0 0 cc Z (N C14 O OF4 LLJ O C%4 co -'T Designed J.A.B. Drawn S. E. L. Reviewed Scale 1"=40' Proiect No. 13(-471 A —1— - - -- — I Date 09/18/2019 CAD File: TTI 3C471802 Title TRUCK TURN PLAN - FIRE Sheet No. TT-4 UZU21 BLCOMPANIES, INC. THESE DRAWINGS SHALL NO I bt:U I ILILI:L) BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. 0 x v GRADN, Q A, FO 0 h „ DIAL a L OEIMD PROPERTY LINE LOD LIMIT OF DISTURBANCE AND SIItWORK I I I CONTRACT LIMIT LINE � ,' 1 � �, � � 1+ �' ,;�' ,� �----UNIT 11I I DEVELOPMENT AREA LINE - - - - - - - - - - - SAWCUT LINE aserlc�r>t Cnnecfl4 ut { TQ 114.1 rrParpY i / , / J I i BC, 113. V 1. 199 Pg, J ' ( / { .---� / Stm IvIH -48 -� ` __ EXISTING ELEVATION CONTOURS (1 INTERVAL) I ! ( lj 1W=11 ,00 t I l TF=117.2g I r L 1 ` - BW=101.50 r I J , . ; LO f 1 +� I 1 108 107 PROPOSED ELEVATION CONTOURS 1' INTERVAL j t / 1 i 1 LOD ��` � TW=115 �i0 / S13'08'2 3"i�/ / / BW-11 % ( ) /{ ` � � �, �_--- / 2��.90' J I I 4 \ I REPLACE FRAME WI• TYPE "C-L" � ,- � � 'FRAME AND GRATE i I PROVIDE AND INSTALL STORM DRAINAGE PIPE / / / Inv ,_� 1C8-400 / / ,Q o o po 0 0 \ \ I / { i PROVIDE AND INSTALL CATCH BASIN. ALL / j Try"= I I6 2 • 1 �__ u' - 10 CATCH BASINS HAVE NEENAH R-3563-HB / j i / ,r,,,�, ' , �1 1 1 L'�� L,-- --� -� FRAMES SINGLE AND DOUBLE GRATES UNLESS uRC_Im1�I/ � � v. , a% � I• ..B I t11 � � e . n .-cvIQTInIc QTODIIA olor Tn � .� ,.r, �� - - �y1 !^o =, Tf--11.5.r BE RE-ROUTED SOUND C I 1 OTHERWISE SPECIFIED. t J _ r`��Y�i 7,12. 1 I }) 1 1 o `t 7 f 1a r T PROPOSED UNDERGROUND PROVIDE AND INSTALL STORM DRAINAGE 4 f -� '' ! / r 1_ I MANHOLE OR OUTLET CONTROL STRUCTURE ! } TW=114.50 % o / `\ 1 \ f �1 ,' / ;-"" = 2�T��r j t TANKS W L�=14"45'5, TF=-117.54 BW=98.70 { L 7i - r� \ { / ii i / � i ' REST 69 TURE FJDj� PROVIDE AND INSTALL HYDRODYNAMIC / 1 1 �6 �\ J ; !f i ;i / /'/ C-��0.29'�� VCMAOA-rnm r��I-� , �/ ° / 6? �,` / it / /� . / i%' , 1-,C�1t LIDS TO FINISPIED GR airnr�ri,vr� nuJ V, . ` i i I Y •'• - .� `-'._"Unde! rou - Stm IVR-,J L= / /_,5ui, -!_ =,�• 1 ,"' : I P-104 / % x 104.13 PROPOSED SPOT GRADE R D It�51`A 1 .04� / j� r /�, / r St 11 +w `r \o CO A Old 4 9 569°•31 04 E ^�. ` ,I �Yvrd brain � 0 ,{ QINC i /i ,' '� ! , . Y` , u o �( tN' E Tt TIz�P PQ?. 17' - i I TF=11 .77 asidenti 1 2vne' i / { r c �_. ,; s V/ / ,,,•� � f , ' �j 'i � 114.16 � -� �? , � �, . i _• -p: r'' =;. n v=1 ) SPOT GRADE ABBREVIATIONS % 1 / j J 14 <.. A • , ; / ry (, 7 , ^` ,r= ra R ET �� _ AMES AND - E 4-_T7S��H BC BOTTOM OF CURB / / / / MH-104 ($ /DIAL}-�\ L / Q/ % 4f. / ,� t '� _ zt L S TC�n�N _ -- 30 7'4� E TW-1250Y' 0 1 ' i -w- r :i{/ v C1" I '1 , T( i f a Frl I •` I I TIC TOP OF CURB / // / 'T " _ 4 '; ' 1 '�� r �. 1 _ f� ' - l r}' I BW=119.15 BL BOTTOM OF LIP - , f - / p \ it � � � iis.oq � { j 266 6 � o0 TL TOP OF LIP TW=112.55 : 1 -l` • r` �. ' P \y-- t ` " = "-` -- �� _ ;r; ---- / ! BW7..06 MEX MEET EXISTING CONDITION I�ISTA y =9 - i LL,,LL . St, / r "_ 9 1; O ' 1 r LOD d'^ r- basemen t Gas�bT Vol. 1997 - - , ' '� • ' .r '"•' � �e''�:,•+re � e .m� Alit► .,;�► a7 � d• s� - - - IV- .!w•le •�i�j . ,/�j sir! ' " 7'.i �' A_ % • �� `+�--------------� ` �� • �fvf � .�if��!�iq ,y�1 ��arw1��-� -.•.A i �P , � - �► Ate•^� � - . ® 4 \ �r Oct Esc r aik, LLC / �� if ai I • '.`�` f� •.~'� S \` ti� /jam '•"' Shared Parkin r 9 P Easement In �'av, Of Jnits 12 1 \ Vol. 2415 Pg. 1 10, �-_ _ _ 5.89 / l / r.•'" _ /, i/i//'"r,''/�/'`i//iii TC 1125 1?9\f8 \ • BC 112.00 / / 1 Off- f ' !n v=106.8(} \ ^`i �(, l /77 - B o . ,j` 4 \ c e x /-,17 3 9 TW=132.30 � T = - --/ /i/i // 11i i / %� M • / Q b=107.1,E\' � � F= TFTF:-�L� o i C I r i� �_ \' \ / / \' It? f 1128 CB-213 1 f / 2 4.35 c- •c I / j / SA. 14 S75 51 �18' �_ \ \ \ ' ( / G 1/ / l +CV f / \ 2.5. 0 \ � 117 \ \ � . II I� lip �J I 1 �� } i San Mft \ �' 4 i `',.-• 133.07 ` ` \ \ i I i 1 -125.0 l `-Dbl CB �\P� ' ' / CB-212 / / \ e ' ` \` - \ \ \ rent To lg 1~� \ ` - 22 % O \ { Inv=131.2(E} -I------- -- % Cam•; ;nm, I /�� n n Buffer �C Inv=N/A W Vvl. 1 T 3 Pg. 6 , PROVDE U I � L� ISO TI N TF= \\� / / GA A I RYA P) �MH-103 (8' DIA.) !n._ 1 3115(E) / // /. /,� } ! CB 203 r 7 \ `\ \� \ \ `.-Pf�OVID AND ` j � 11 o f /� \ Inv=130-' (S)!L- \� f: '` �� - 1 `'. " OCS-216 ; \ INSTALL` 3'WX3'H 0 IhCE INV=103.�5 -_ i / �,. _ -� f lTs \ �' } \ \ { O �e WX4 H 0 FILE INV=10540 ) / J \ - / / ! , \ 'yRADD��4L \ \ t 1 I ry I I \ \ u Real N /r 1 LLC' IR WA INVERT=108.00 Ea•-emvnt 1oF(NG D♦�PINS• (TYPE \ / � 0 •\� \\ AID / / `I\ J AL I TW 133 90 45 OOO SF '\ ...... - BW=117.50 /// j %/ i / \<•� / / / fvF 06(g'•..IA.).'.'.'.'.r.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. ` \ _ GCB-a,36` \ ` Eas merit To The1 TC 11�J,2 \ '.'.' •• -- ...... ---- -- . _ . - o ne ,cut afer Gom on �- '' t / i % MH. 8 .. J' ..... �.:.:.:.'................ MH 210 5 \ \ _ - 0 1 Pq. 290 , , 310 IgWiFeg r'.'..... �� C 116:1 ` �15 _ i 1.4.55 N Pf-96 / .'.'.'.'.'.f� � ' ' '_0.. MH-211_ �- �� -B 1T5. 0 - \ � _ / ¢ ''\ f'i 11✓�� -" ©i s hared spaces) o 20 j ............ P 4 P-93 -- >: \ • M _ t { 466,89' \ \ 114. 8 ; 115.50 / I ( / ALL CATCH S1N0 SITE1 /.'. \ or\ . \ •� l Strr! • / I SHA HAW NE 'M \ j i , p� .'.'..'. / \ I I ' rle to Lo to s1`� 1 c = 34.90 } I \ i j P-z02 114.55 +(fl CB-2 0 `� BW=1,15.60 TW=135.00 'fZ-3563 B FRA \ / I 1 P-415 (\'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. P 0 �. \ \ \ �� \\ \ ` _ Q" - l - _ t wm R ,��`O d) " ' GRATE. EFER -T DAI�b� ) i I ) f 1 P-2 1 \ \ \ \ _ _ 1 cs' y BW=114.05 _ - �-. I { 1 I \ .. . y . . . . . . . . `r . •• j �_ -202 e \ 0 / `' ..P-9 .... .:, ...... �?'- HDS-204 ! 11 TC 116.20 - ` -�00-_ _ ' ` = - ' �.•\ , � � I \......'. .•••••i INV. IN=104.85 -- C 1 i \ I y t "LA Fitness" .....\; .....'.....:.' '.. �'(.'..'.'....... TF=114.10 <- - , r, , / a I �B-2�n I \ _,, r. o cv .... i M ..... INV. OUT=104.75 / J } P _ -- -_ �,' �. j TC 110. 5 I { C�-2 �/.if ..�`...'....'\.. �......'1 ..... .�'.'.',� ...... / �' \ • - t�•--/' ` \ \ 7S \ •�i e Lcca i - co` - F Re t\ , TW=109.00 \'.. ..... L ��0 cb I NV..IN.'.=.1� '��. \'.'.:.:.:.:.:.:.:.:.'.' i.'... � y •^C� i;. � \ � � � i � %� \ \ \ � 1 \ `B- 8 ly�!:.'out�'.=1.0.�:29.-.' ...'�' . , .... �-......... . . . . . a. - 217• .... 3 ........ 1' '.'.'..'..'.. \ ..' N /F �__ f I \ rV6 _ / TOP FACE OFWALL tB 1 ` ..."\.... �'... ...... `.....'..'..... $ /' i 1 t ` - --1fi J - - - ) A MH . 600 OTZOMfFACE OF WAIlL B (VAR/E l \ \..'...... \ ! / \ cO TRACTOR TO FIELD VERIFY-` { 1P-133 / \ ...(.'.'.'.'.'.' .. / ment To = Co necticvt / . , \....:'..'.'.'..... r.... Bk. 1169 P q. \ `/ ! f ` 1 ; INT OF EXISTING PIPE / i BASED ON' WALL HEIGHT i137\......... \.. ................ l ��- O \O \'..' �.'...'�..........�, �. ;.'........'.�.....'' 11?151 Buar�- bgCi \ /�i 1 Light And awer Company '.......... ' \ 1 Units 4, ,/ 2, 13 `-� 116.38 P�1 � i r�F=•-115,149 i » H-601 t � And h ern CB-300 1 Mi'" (S \ \ \ W=9 .00 \ ti ` ... �. ; ...... `M• . \.... ...\ \' ' 9 - -JYVt \ iEngland Vpphv992 i'G ^^� x i \=134.50 i \ \. \'.. .'� . ` �' ...'�'........ And A P0rl n OF fide wth Rd�l(S j t t1 iQ- I _ _ Bw-1 .3 5� \ \ \ 1 \ t TC1109. 3 QP _ a' °' t._ °' �° B'�y �'� .-P-551 . I. A C v/1� \ 1 \ 116.38 g a ° a °� �. ° ° .. I 113.40 \ �0 0 \ ' ALL CATCH BASINS ONSITE `� = ' y ( \ i ' \ TF=137.G3 \ l 9 _........ TC 1 0 35 } { i ,CB-�205 t Q/ BC 1 9 5 \ \ SWALLI HA�/E NE AH ? y - / 1 6.56 1 56 ESN a X ° a X i \ \ s \ '- - .� � ,-�. -� �=• - / i J R� 3563-'6 FRAME +AND �-550 a�`�-�=� \• �'" ° / � Q tnv-N A - - / GRATE. R ERI TO DN-5. RL' 00I -' I 7 ' ° ° a e / \� l/ Cover Stuck -218` \ \ \ /i' CB-310 �s ( \ 1 \'° 'X'.. ° • °a \ ° n I w i a a 'I G 13.80 113.8 C'CB\ / TW=133.20 109_9 \ \ \ Q i / .. \ = 6.84 \ C 113�32 r / 1 \ B 112.8'1 I I P- Bw=114. IN -1 3.50 y \ <v OUT=103.40 g TW-108.�3 I � i `'� \ ' � -�- �' - _ _ -- ,/,!. � 117. I � I 1 I j � �, 1 1 \ i 116.97 �- L _ _ _ _ / t� I _/ �� 1 6.67 \ \ ti \ \ 11 .97 PROVVIDE ANDv ! I &Wr-92. REFER TO SHEET GE-1 \ \ ` I )NSTAL / FOR •ENTRANCES AND ADA ,I ` \ \oL , \ �` -- =_- _ _ _ _KA I SPOT\ GFt,ADES) \ ` ` �E3' i I 1 1 \ T�/y1'(3r55 / H-603 //// { ,• 1 / ` 1 \ 1 / ` \ { I 1 \ DRAINS (\TYP.) \ �Y-�'o.�, a�5 l I { 116.. 0 1 / •, , � } \ I I � -555 = ; 1 \< \'J .- / � I I 112.so I l \ � `, \ \ r / '" _ / -, _'.- - � `� "� �•, `•_ 1` {. �� / / TC 116:-4 � � 1 ' t ` }, ` � i I \ \ 4 ! ` `- 79'36' 13' o 114 � p 1 5 CHD=S30°3, TOP F C!'�' A 1'1 81115 { \ (VA ( S BASED ON LL HEIGHT��-fl 128.7(S) TO F l I I23 / - / TVv-y1 , 20 . \ / r - - / `. i I \ \ \ L i� � � I � \ \ \ oo� II / / \ / / \ sW=> 06 FBI I { \ / i \ t 1 I \ \ I 1 \ 11g \ \ \TW=10 74 \ \ \ j / / _ ,�'. \ \, E \'=94.60\�'\ \ - - fog -a1` o t j `6 ✓/ / \ 116.7 , \ \ \ \ ,Gas vice Go an� \ f ti •,-� \ \ b E�D DEVELOPMENT P-501• d1. P 1a"4 c 50 TW=11Q.9• / 1 ! 55• o i f//// �� \ 11 .69 \ 1 �� \ \ `� \ { j I } f1 { �{ I � •-`� Bv� 97.5 \ =11b.0 i \ �/O { i / 1 ' � � �• i 8.50 o _ , \ ter- j% /- f,' 16.7,5 1, \ '',• CX VEN US, PT502 IN �R H-501I �22 0 i \. \ Eas en PROVIDE AND TW=11 Y - _ \ \ \ \ \ \ \ N \ \�\\� ` t �\ ,9 \ \ \ \ \ �, \ \Gas S rvice `T •�r7 +�+ { "I { ( { I ` , \ 11 / 1 I ) \ y ,i / / TW=11 ` 1�VS�ALL gW= i / �B 311 \ 1 \ \ \ \ \ \ \. y \ \ RO, ND` If TALL ADS STORM CH MC 45 0 - \ \ \ / / _ 50 RIPRAP SLOPE \ \ Vv 2� °�{ { { i { I { j SU, AFAc \ _ T10114 1), STE►fi> 4�CH I 1 \ \ \ \ / / / / r PR CTION /// `- / J +116.69 \ \\ y\ \\ \ \, \\.. ■ \ \ \ y v x \ \ o { { I U ROW LENGTH \ TWA 1 / _ �%' T \ \ \ 4 \ r v 5 I { { .1 � l , \ -� \ l - _- \ � / / / .-- � i ,` W'= S: � o , � RL 204 \ \ \ \ >\ \ \ , y. \ \ \ \ TT�M OF/STONE/ELEV. =i102.2 t \ \ / / i / / / i o J / P,-508a \QF ¢HAMBtR ELEV. - 103.Ob \ �, / / i / , ( J a , \ \ \ \ \ \` \ �. \ \ - 03 \ 7. { i i j i t TO 0 CHAMBER ELEV,! = 108.C)0 l \ \ py \ \\ o /' / / i \I\7.55 STONE ELEV. - 109,00 } ` \ i / / / { \ \1 � P<503ay \I 1 p r i /� -' / , 116.6 \ \ 1 (INOLO\DE8'�,�\54 \ j i \ i { -�--` PS m ^T to •,*/0 BLOC I ; + \ \ , INVERT IN = VQRIES / /�1 { -.-' �� // / `. ,/ / / } j i 103.00 / \ %/ i/ . • ".-'� ; :/ / / ( t I /l 116.7 \ \ \ CHAMBER VOLUME TO BE `5.2 CF OF T`ORAGE, _ ! .' / .// i i , f ( \ t t i • i t / j \ \ \ \ t \ EAT�. hI t ! \\ C nec ' m\ \ \ \ }3 / // /// ! TW=116 98{TOTA1=-S�fSTEM-STO T 142, 3 CF OF / \ / / i 1v� \/ ANORY i I i I RA E VOLUME \ \ �i■r s■, /, BW=10,3.00 I \ 0' ; - -- , 1 - t { I I K T 1 A I N E 1118 { TW=12 .30 \ i I I 1 � � \ ~ \ t � � ;• / / -� t �\ � , - 1 ` � 1, t\ � CB 312 \ \, ,, \\ -� , ----- I { { / ,ti\ _ .-- - -� , 1 i _ / /// r \ \ \ t t \ 1 1 \ t , I I / { BW=11 .70 ` , Un _ I • - -. 11 s.9 Storm a 1 1 / M;AIT�I {I N SHEET - 2 \ 1 , J ;;"� \\ t t t \: } „� >_---a'� F � � E . -� 117 0 � ' � - � . t � �.r i•.lfi� GRAPHIC SCALE 40 20 0 40 SCALE IN FEET 4- a� E Q Lu ED _I C 100 Constitution Plaza, 10th Floor Hartford, CT 06103 (860)249-2200 (860)249-2400 Fax C_ c� U � n ~ 0 1 U Z n Z Z LU ,L Q Q zU Q ry Z pillLU m Z V , LLI H LU =D L11) n� z F_ w W o O z kd o 0o o� w a w� ozoo zozw 4)o w o w Q d N o000 Z N N CV CV � C0 O � MO ` ^O a w O N N O O Cie O z N M V Designed J. A. B. Drawn S. E. L. Reviewed Scale 1 "=40' Project No. 13C4718 Date 09/18/2019 CAD File: GD13C471801 Title GRADING AND DRAINAGE PLAN Sheet No. G D-� ?021 EL CJMPANIES, INC. THESE DRAAIINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COfviPANIES. EXISTING ELEVATION CONTOURS (1' INTERVAL) PROPOSED ELEVATION CONTOURS (1' INTERVAL) PROVIDE AND INSTALL STORM DRAINAGE PIPE PROVIDE AND INSTALL CATCH BASIN. ALL CATCH BASINS HAVE NEENAH R-3563-HB FRAMES, SINGLE AND DOUBLE GRATES, UNLESS OTHERWISE SPECIFIED, PROVIDE AND INSTALL STORM DRAINAGE MANHOLE OR UU I LE T CONTROL STRUCTURE PROVIDE AND INSTALL HYDRODYNAMIC SEPARATOR (HDS) x104.13 PROPOSED SPOT GRADE SPOT GRADE ABBREVIATIONS PROPERTY LINE LOD LIMIT OF DISTURBANCE AND SITEWORK CONTRACT LIMIT LINE DEVELOPMENT AREA LINE - — — — — — — — — — - SAWCUT LINE _ -47- --48� 108 107 0 u 0 n BC BOTTOM OF CURB TC TOP OF CURB BL BOTTOM OF LIP TL TOP OF LIP MEX MEET EXISTING CONDITION -,,- ATCH LINE � i I f \ \ \ Riparian Buffer \ -h Boundcry <ol. 2428 Pg. 6 l S48'. 138. Z- osemen t V 7 0?i9 ervice 00 F A=49'35'48 R=145.00' L=125.52' CHD=S24'0' 121.63' sor, TF= S0`4-4 15.08 1 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860) 249-2200 (860)249-2400 Fax C— U c"� U n ® U :D®2: w Z IJ �1 0 UJ � n II: w ry m Z (f) rt-1 L0 � w w O 0 C) m U) Z Z w w 0 0 20 U U Z 0 Z O w � w O Z w a W W m o w o w 0 Q 0� Q C� N o 0 0 0 Z N N N N 0 N M M n � a 0 04 N O_ _\ w 0 0 0 W 9 ° Z - N CM V Designed J. A. B. Drawn S.E.L. Reviewed Scale 1 "=40' Project No. 13C4718 Date 09/18/2019 CAD File: GD13C471801 Title GRADING AND DRAINAGE PLAN, I Sheet No. N BL COMPANIES. INC. THESE DRAVVINGS SHALL NOT 82 UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COt:, PA.NJFS. GRAPHIC SCALE 40 20 0 40 SCALE IN FEET GD-2 STORM PIPE CHART Pipe Table Pipe DIAMETER AND LENGTH (FT) START STRUCTURE END STRUCTURE SLOPE Name MATERIAL AND INVERT (FT) AND INVERT (FT) EX P-i 29 24 86 MH-4u8 (1 u8.5U) (1 u4.50) 4.677o EX P-401 12" 112 (114.90) EX MH-410 (108.50) 5.71 % EX P-402 12" 83 EX MH-410 (105.50) (103.90) 1.92% P-89 30" Corrugated HDPE Pipe 8 MH-3i9 (8' UTA.) (104.45) MH-320 (104,35) 1.22% P-90 12" Corrugated 6 MH-319 (8' DIA.) (104.92) 0.54% HDPE Pipe (104.95) P-91 12" Corrugated HDPE Pipe 5 MH-320 (104.65) (104.60) 0.93% P-92 30" Corrugated HDPE Pipe 8 MH-211 (104.90) MH-210 (104.85) 0.65% P-93 G11 l'•-......-..1-J i� wrruyu�ea HDPE Pipe 8 MH-211 (104.90) (104.85) 0.65% P-94 15" Corrugated HDPE Pipe 8 (104.75) MH-210 (104.70) 0.64% P-95 24" Corrugated HDPE Pipe 7 MH-208 (103.35) MH-209 (103.25) 1.35% P-96 24" Corrugated HDPE Pipe 14 MH-209 (103.20) (103.15) 0.37% 15" Corrugated P-97 HDPE Pipe 9 MH-209 (103.25) (103.20) 0.57% P-100 15" Corrugated HDPE Pipe 23 CB-100 (108.83) HDS-101 (108.72) 0.49% 30" Corruaated MH-103 (8' DIA.) P-1u1 HDPE Pipe 13c MH--1U2 (iu-I.36) (100.00) P-102 48" Corrugated 170 MH-103 (8' DIA.) MH-104 (8' DIA.) 0.50% HDPE Pipe (99.74) (98.89) 48" Corruaated MH-104 (8' DIA.) P-1U3 HDPE Pipe - 15 (98.50) - FES-1 (97.00) 10.31% P-104 15 Corrugated HDPE Pipe 105 HDS-101 (108.72) MH-104 (8' DIA.) (108.19) 0.50% 12" Corruaated P-118 HDPE Pipe 15 RL-2U5 (11 U.32) J-205 (110.22) 0.68% P-119 12' Corrugated HDPE Pipe 14 RL-206 (110.10) J-206 (110.00) 0.71% 12" Corrugated �, ,,, P- i 20 HDPE Pipe 13 rCL-LV / 1 I J.uu) MH-5U4 I, I I Z.BU) 1.5576 P-122 15" Corrugated HDPE Pipe 20 CB-400 (109.00) EX MH-410 (108.00) 4.94% D-1 �a ' -"" 30" Corrugated 9 HDPE Pipe �� „ rQ_- (. ool �� V, `IVV.JJ, __ - /Ina and VLJ VVV \1VJ.V V, n anq V.✓V/O P_127 36" Corrugated HDPE Pipe 45 MH-506 (101.50) FES-4 (101.30) 0.44% P-198 24" Corrugated 2R Yn-40R (1n7.75) MH-4nR (1n7.nn) 9 HDPE Pipe -- .- �-- .._... -, ..... . 1• •--. ---_-- P-131 12" Corrugated HDPE Pipe 26 CB-536 (108.00) CB-201 (107.10) 3.50% P-132 12" Corrugated 86 CB-538 (112.92) CB-300 (109.82) 3.60% HDPE Pipe P-133 24" Corrugated HDPE Pipe 10 CB-206 (103.61) MH-216 (103.56) 0.52% P-134 24" Corrugated HnPF P;ne 7 MH-216 (103.56) MH-217 (103.50) 0.80% P-135 24" Corrugated HDPE Pipe 9 MH-217 (103.35) (103.30) 0.54% P-136 15 Corrugated HDPE Pipe 9 MH-216 (103.56) (103.50) 0.70% P-137 15" Corrugated HDPE Pipe 9 (103.40) MH-217 (103.35) 0.59% P-200 18" Corrugated HDPE Pipe 99 CB-200 (108.00) CB-201 (107.10) 0.91% P-201 30" Corrugated HDPE Pipe 136 CB-201 (107.10) CB-202 (106.26) 0.62% P-202 30" Corrugated HDPE Pipe 162 CB-202 (106.26) MH-211 (105.45) 0.50% P-203 12" Corrugated HDPE Pipe 78 CB-203 (108.00) MH-211 (104.90) 4.00% P-204 30" Corrugated HDPE Pipe 30 MH-210 (104.70) (104.47) 0.77% P-205 24" Corrugated HDPE Pipe 75 CB-205 (103.99) CB-206 (103.61) 0.50% P-206 24" Corrugated HDPE Pipe 64 CB-207 (104.34) CB-206 (104.02) 0.50% P-208 15" Corrugated HDPE Pipe 86 CB-208 (105.09) MH-206 (8' DIA.) (104.66) 0.50% P-210 24" Corrugated HDPE Pipe 9 CB-210 (103.40) MH-208 (103.35) 0.55% P-211 18' Corrugated 103 CB-212 (107.86) MH-206 (8' DIA.) 1 28% HDPE Pipe (106.54) P-212 12 Corrugated HDPE Pipe 77 CB-213 (108.24) CB-212 (107.86) 0.50% P-213 12" Corrugated HDPE Pipe 32 OS-214 (108.53) CB-213 (108.24) 0.89% P-214 12 Corrugated HDPE Pipe 9 CB-215 (108.62) OS-214 (108.53) 1.00% P-215 15" Corrugated HDPE Pipe 9 (103.35) MH-208 (103,30) 0.58% P-216 24" Corrugated HDPE Pipe 12 (103.00) OCS-216 (103.00) 0.00% P-217 24" Corrugated 51 OCS-216 (103.00) MH-103 (8' DIA.) 0.97% HDPE Pipe (102.50) P-218 18' Corrugated 38 CB-210 (106.47) MH-206 (8' DIA.) 1.23% HDPE Pipe (106.00) P-300 24" Corrugated HDPE Pipe 170 CB-300 (109.35) MH-301 (108.50) 0.50% P-301 24" Corrugated HDPE Pipe 109 MH-301 (108.50) CB-302 (107.95) 0.50% NOTE: CORRUGATED HDPE PIPE SHALL BE ADS CORRUGATED EXTERIOR, SMOOTH INTERIOR, DUAL WALLED, SOIL -TIGHT HDPE PIPE Pipe Table Pipe DIAMETER AND LENGTH (FT) START STRUCTURE END STRUCTURE SLOPE Name MATERIAL AND INVERT (FT) AND INVERT (FT) P-303 24" Corrugated HDPE Pipe 102 CB-302 (107.95) CB-303 (107.44) 0.50% P-303 (1) 24" Corrugated HDPE Pipe 33 CB-303 (107.44) CB-304 (107.27) 0.52% P-304 244 Corrugated HDPE Pipe 40 CB-304 (107.27) CB-304a (107.07) 0.50% P-304 (1) 24" Corrugated HDPE Pipe 54 CB-304o (107.07) CB-305 (106.80) 0.50% P-305 30" Corrugated HDPE Pipe 76 CB-305 (106.80) (106.42) 0.50% P-306 30" Corrugated HDPE Pipe 86 CB-306 (106.42) CB-307 (105.99) 0.50% P-307 7n" CI-1,. , +eA - v 1 ".V ` 54 CB-309 (105.48) AAW-�1a (A' nIe 1 "" ' - ``" "'-'/ 0.52% HDPE Pipe (105.20) P-308 30" Corrugated HDPE Pipe 24 CB-308 (105.60) CB-309 (105.48) 0.50% P-309 12" Corrugated HDPE Pipe 109 CB-310 (111.25) CB-311 (110.70) 0.50% P-310 15" Corrugated HDPE Pipe 112 CB-311 (110.01) CB-312 (109.45) 0.50% 18" Corruaated ,, ,, P-3i i HDPE Pipe 95 CB-31 2 1 u9.45) MH-3 i 3 � I u8.97) U.5u7o P-312 18" Corrugated HDPE Pipe 105 MH-313 (106.27) CB-314 (105.75) 0.50% 18" Corrugated - „o Z1 A ,, nr- -7r-% MH-319 (8' DIA.) r-a 1 v HDPE Pipe 1 1 v VO-J 1 Y `1 VJ. / J) (105.20) U.SU% P-316 12" Corrugated HDPE Pipe 24 CB-316 (109.47) CB-317 (107.47) 8.19% D-z1-7 I -NI / 12" Corrugated HDPE Pipe 71 / I rR_417 (1n7rr,1 .,_ - \, ,,.. , rR_7nsa (in __ --- k, ,�. , 11lAcr 4_LT/O P-319 30" Corrugated HDPE Pipe 21 MH-320 (104.60) MH-506 (104.49) 0.53% P-4nn 15" Corrugated 2R CB-405 (190-50) CB-409 (120.no) 1 7Q% HDPE Pipe P-401 15" Corrugated HDPE Pipe 58 CB-402 (120.00) MH-406 (116.00) 6.92% P-402 15" Corrugated -�� 70 MH-406 (116.00) CB-401 (112.50) 5.04% Hvrn Pipe P-403 15" Corrugated HDPE Pipe 97 CB-401 (112.50) MH-407 (108.73) 3.90% P-403 (1) 15" Corrugated 42 MH-407 (108.73) EX MH-410 (108.50) 0.55% uDpE pipe P-404 15" Corrugated HDPE Pipe 28 CB-404 (113.00) CB-401 (112.50) 1.79% P-405 15" Corrugated HDPE Pipe 13 CB-403 (109.00) EX MH-410 (107.50) 11.28% P-501 8" Corrugated HDPE Pipe 17 (112.50) HDS-500 (111.75) 4.49% P-502 12" Corrugated HDPE Pipe 12 HDS-500 (111.58) J-100 (111.48) 0.82% P-502 (1) 12" Corrugated 19 J-100 (111.48) MH-501 (111.28) 1.04% HDPE Pipe P-502a 8" Corrugated HDPE Pipe 9 RL-100 (111.33) J-100 (109.95) 14.94% P-503 24" Corrugated HDPE Pipe 50 MH-501 (110.78) J-101 (109.77) 2.04% P-503a 18" Corrugated HDPE Pipe 15 RL-101 (109.90) J-101 (109.77) 0.89% P-504 24" Corrugated HDPE Pipe 61 J-101 (109.77) J-102 (109.45) 0.52% P-504a 12" Corrugated HDPE Pipe 15 RL-102 (109.55) J-102 (109.45) 0.66% P-505 24" Corrugated HDPE Pipe 46 J-102 (109.45) J-103 (109.21) 0.52% P-505a 12" Corrugated HDPE Pipe 15 RL-103 (109.40) J-103 (109.21) 1.29% P-506 24" Corrugated 54 J-103 (109.46) J-104 (109.18) 0.52% HDPE Pipe P-506a 12" Corrugated 13 RL-104 (109.05) J-104 (108.93) 0.93% HDPE Pipe P-507 24" Corrugated HDPE Pipe 22 J-104 (109.18) MH-502 (109.07) 0.52% P-508 24" Corrugated 301 MH-502 (108.59) MH-503 (105.65) 0.98% HDPE Pipe P-508a 12" Corrugated 13 RL-204 (113.90) J-204 (113.00) 6,80% HDPE Pipe P-509 24" Corrugated 52 MH-503 (105.45) MH-506 (105.05) 0.78% HDPE Pipe P-509a 15" Corrugated HDPE Pipe 48 J-204 (113.00) J-205 (112.50) 1,04% P-510 15" Corrugated HDPE Pipe 42 J-205 (112.50) J-206 (112.00) 1.18% P-510a 18" Corrugated HDPE Pipe 77 J-206 (112.00) MH-504 (111.30) 0.90% P-511 24" Corrugated 42 MH-504 (100.75) MH-505 (100.55) 0.47% HDPE Pipe P-512 24" Corrugated HDPE Pipe 13 MH-505 (99.00) FES-3 (98.90) 0.76% P-550 8" Corrugated 29 (113.02) J-200 (112.30) 2.47% HDPE Pipe P-551 8" Corrugated HDPE Pipe 256 J-200 (111.16) J-201 (109.43) 0.68% P-552 12" Corrugated HDPE Pipe 159 J-201 (109.43) (104.35) 3.19% P-553 12" Corrugated HDPE Pipe 26 J-202 (109.56) J-201 (109.43) 0.49% P-554 12" Corrugated 66 J-203 (109,89) J-202 (109.56) 0.50% HDPE Pipe P-555 12" Corrugated 7 RL-203 (110.90) J-203 (109.89) 13.70% HDPE Pipe 1-1-11114 Pipe Table Pipe DIAMETER AND LENGTH (FT) START STRUCTURE END STRUCTURE SLOPE Name MATERIAL AND INVERT (FT) AND INVERT (FT) P-556 12" Corrugated 7 RL-202 (110.00) J-202 (109.56) 5.97% HDPE Pipe P-600 24" Corrugated HDPE Pipe 223 MH-600 (108.50) MH-601 (103.93) 2.05% P-601 24" Corrugated HDPE Pipe 351 MH-601 (103.73) MH-602 (100.22) 1.00% P-602 24" Corrugated HDPE Pipe 112 MH-602 (100.12) MH-603 (99.00) 1.00% P-603 24" Corrugated HDPE Pipe 30 MH-603 (98.80) FES-2 (98.50) 1.00% P-604 24" Corrugated HDPE Pipe 180 (126.30) FES-5 (125.00) 0.72% STORM STRUCTURE CHART STORM STRUCTURES STRUCTURE NAME TOP OF FRAME (FT) INVERT IN (FT) INVERT OUT (FT) CB-100 113.50 INV OUT (W)=108.83 CB-200 CB-201 114.50 114.55 INV IN (SE)=107.10 INV IN (NE)=107.10 INV OUT (NW)=108.00 INV OUT (NW)=107.10 CB-202 114.55 INV IN (SE)=106.26 INV OUT (NW)=106.26 CB-203 114.50 INV OUT (S)=108.00 CB-205 108.65 INV OUT (NE)=103.99 CB-206 CB-207 109.00 109.00 INV IN (SW)=103.61 INV IN (NE)=104.02 INV OUT (SE)=103.61 INV OUT (SW)=104.34 CB-208 109.00 INV OUT (SE)=105.09 CB-210 110.63 INV OUT (SE)=103.40 INV OUT (N)=106.47 CB-212 111.50 INV IN (NE)=107.86 INV OUT (SW)=107.86 CB-213 112.73 INV IN (NE)=108.24 INV OUT (SW)=108.24 CB-215 113.36 INV UU I (SW)=108.62 CB-300 112.80 INV IN (N)=109.82 INV OUT (S)=109.35 CB-302 115.98 INV IN (NE)=107.95 INV OUT (SW)=107.95 CB-3U3 116.05 INV IN (NE)=1U7.44 INV UU I (SW)=-1U7.44 CB-304 115.75 INV IN (NE)=107.27 INV OUT (W)=107.27 CB-304a 116.15 INV IN (E)=107.07 INV OUT (NW)=107.07 CB-3U5 116.00 IIV V IIV �JG)= 1 VO.OV IIV V UU I `IV 4Y)= I VO.OV CB-306 116.00 INV OUT (NW)=106.42 CB-307 116.10 INV IN (SE)=105.99 INV OUT (W)=105.99 CB-308 114.00 I I'VV IIVI (S 1'Yr95 INV IN (E)=105.60 INV OUT (NW)=105.60 CB-309 114.00 INV IN (SE)=105.48 INV OUT (N)=105.48 CB-310 114.75 INV OUT (S)=111.25 CB-311 115.70 INV IN (N)=110.70 INV OUT (SW)=110.01 CB-312 116.15 INV IN (NE)=109.45 INV OUT (SW)=109.45 CB-314 116.10 INV IN (NW)=105.75 INV OUT (SE)=105.75 CB-316 112.50 INV OUT (SE)=109.47 CB-317 112.50 INV IN (NW)=107.47 INV OUT (NE)=107.55 CB-400 112.10 INV OUT (SW)=109.00 CB-401 118.37 INV IN (SE)=112.50 INV IN (SW)=112.50 INV OUT (N)=112.50 CB-402 126.00 INV IN (SE)=120.00 INV OUT (W)=120.00 CB-403 110.86 INV OUT (N)=109.00 CB-404 118.39 INV OUT (NE)=113.00 CB-405 126.00 INV OUT (NW)=120.50 CB-536 114.55 INV OUT (SW)=108.00 CB-538 114.80 INV OUT (S)=112.92 EX MH-410 112.15 INV IN (NE)=108.00 INV IN (S)=107.50 INV IN (E)=108.50 INV IN (SE)=108.50 INV OUT (W)=105.50 FES-1 101.46 INV IN (SE)=97.00 FES-2 101.10 INV IN (E)=98.50 FES-3 99.64 INV IN (E)=98.90 FES-4 104.71 INV IN (E)=101.30 FES-5 128.15 INV IN (NE)=125.00 HDS-101 113.80 INV IN (E)=108.72 INV OUT (SW)=108.72 HDS-500 116.00 INV IN (NW)=111.75 INV OUT (S)=111.58 J-100 111.22 INV IN (N)=111.48 INV IN (NW)=109.95 INV OUT (S)=111.48 J-101 110.87 INV IN (NE)=109.77 INV IN (NW)=109.77 INV OUT (SW)=109.77 J-102 110.56 INV IN (NE)=109.45 INV IN (NW)=109.45 INV OUT (SW)=109.45 J-103 110.32 INV IN (NE)=109.21 INV IN (NW)=109.21 INV OUT (SW)=109.46 J-104 111.38 INV IN (NE)=109.18 INV IN (NW)=108.93 INV OUT (SW)=109.18 STORM STRUCTURES STRUCTURE NAME TOP OF FRAME (FT) INVERT IN (FT) INVERT OUT (FT) J-200 113.01 INV IN (SW)=112.30 INV OUT (NW)=111.16 I-7(11 11n 1R INV IN (SW)=109.43 INV IN (SE)=109.43 INV nIIT (Nw)nQ 4.'i .,.. --' `.."/=1.--.'- J-202 83.97 INV IN (SW)=109.56 INV IN (SE)=109.56 INV OUT (NE)=109.56 J-203 0.61 INV IN (SE)=109.89 INV OUT (NE)=109.89 J-204 116.09 INV IN (SE)=113.00 INV OUT (SW)=113.00 J-205 108.19 INV IN (NE)=112.50 INV IN (SE)=110.22 INV OUT (SW)=112.50 J-206 106.10 INV IN (NE)=112.00 INV IN (SE)=110.00 INV OUT (SW)=112.00 MH-102 116.48 INV OUT (SW)=101.36 AAI-1-1n3 (R' Dlp � 11d 6R INV IN (NE)=100.00 INV IN (SW)=102.50"�- IAA\/ 01 IT (AIW)-aa 7d MH-104 (8' DIA.) 112.80 INV IN (SE)=98.89 INV IN (NE)=108.19 INV OUT (NW)=98.50 MH-206 (8' DIA.) 110.90 INV IN (NW)=104.66 INV IN (NE)=106.54 INV IN (S)=106.00 MH-208 111.15 INV IN (NW)=103.35 INV IN (SW)=103.30 INV OUT (SE)=103.35 MH-209 111.25 INV IN (NW)=103.25 INV OUT (SE)=103.20 INV OUT (SW)=103.25 MH-210 114.28 INV IN (SE)=104.85 INV IN (SW)=104.70 INV OUT (NW)=104.70 MH-211 114.33 INV IN (N)=104.90 INV IN (SE)=105.45 INV OUT (NW)=104.90 INV OUT (SW)=104.90 MH-216 110.85 INV IN (NW)=103.56 INV OUT (SE)=103.56 INV OUT (SW)=103.56 MH-217 110.95 INV IN (NW)=103.50 INV IN (SW)=103.35 INV OUT (SE)=103.35 MH-301 116.40 INV IN (N)=108.50 INV OUT (SW)=108.50 MH-313 116.90 INV IN (NE)=108.97 INV OUT (SE)=106.27 MH-319 (8' DIA.) 115.10 INV IN (NW)=105.20 INV IN (S)=105.20 INV OUT (SE)=104.45 INV OUT (NE)=104.95 MH-320 115.05 INV IN (NW)=104.35 INV OUT (S)=104.60INV OUT (NE)=104.65 MH-406 122.00 INV IN (E)=116.00 INV OUT (NW)=116.00 MH-407 112.90 INV IN (S)=108.73 INV OUT (NW)=108.73 MH-408 112.50 INV IN (S)=107.00 INV OUT (NW)=108.50 MH-501 116.80 INV IN (N)=111.28 INV OUT (SW)=110.78 MH-502 116.20 INV IN (NE)=109.07 INV OUT (NW)=108.59 MH-503 116.80 INV IN (SE)=105.65 INV OUT (SW)=105.45 MH-504 117.03 INV IN (NE)=111.30 INV IN (SE)=112.80 INV OUT (SW)=100.75 MH-505 116.85 INV IN (NE)=100.55 INV OUT (W)=99.00 MH-506 107.36 INV IN (N)=104.49 INV IN (NE)=105.05 INV OUT (W)=101.50 MH-600 137.00 INV OUT (NW)=108.50 MH-601 115.75 INV IN (SE)=103.93 INV OUT (NW)=103.73 MH-602 115.50 INV IN (SE)=100.22 INV OUT (SW)=100.12 MH-603 115.63 INV IN (NE)=99.00 INV OUT (W)=98.80 OCS-216 114.20 INV IN (SW)=103.00 INV OUT (NE)=103.00 OS-214 113.12 INV IN (NE)=108.53 INV OUT (SW)=108.53 RL-100 111.60 INV OUT (SE)=111.33 RL-101 0.61 INV OUT (SE)=109.90 RL-102 0.61 INV OUT (SE)=109.55 RL-103 0.61 INV OUT (SE)=109.40 RL-104 110.16 INV OUT (SE)=109.05 RL-200 0.00 RL-202 0.60 INV OUT (NW)=110.00 RL-203 0.61 INV OUT (NW)=110.90 RL-204 115.00 INV OUT (NW)=113.90 RL-205 118.60 INV OUT (NW)=110.32 RL-206 0.61 INV OUT (NW)=110.10 RL-207 0.61 INV OUT (NW)=113.00 YD-408 110.82 INV OUT (N)=107.75 - 4-�'°' L U N r Z) •C .L U �> Qww �7 iR C 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860)249-2400 Fax OF CONIV,�� o AQ •,'� . 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PROVIDE `,AND\ IN C�tREAS P/I� ELPo i c - / - - i; \ / /�. �� \FIRE SERVICE (GI-1) REFE TO R T , EOm__-D Al = P / Rl `P �\ ti ,;/ / L I II \ \\ ��- 1 �. �I \, \ 1 1 e� fd'�i \wv I IZM-111 ao t, _-- _ �U ) ' \ PROVIDE AND 'INSTALL THRUST o \` ; ,\JTF=115s80 1,1 \ �c�. ` \ \ \ \ ` �ti `.. ' . _ ` I i i atio 1 r i 4 \ \ \ R \OUT(NE)=110.15 •' '' - 1 < �\ \ � \ `. .., .. ... I \ •.� LOCK AT BENDS (�YP.) _ �., i 1 t, ,I ' I \ \. .\ .. . '\ \. �`� \ ` ,� !�/ !'I/ �. / I \ '' \ ,1� \ / / '\• �� I J1' n n /. ✓.'`.J t ` 1 l I I 1 , \ \ \ \ . \. . \ `..�, > , / �� -,-green Wc�� L.L.0 ��+ i \ �, \ � 1 �'' % PROVIDE N�- :F3_x6 sWl\/E� - -~ ` \ \ 1 RO DE D INSTALS 6" CWC. SIB€6 4 \ IY \ ' / TEES // GA'iE VALI e t To} e Corn ct cut \ \ \ \ t .... ED, FT OPEN, FIRE N! 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IN NW y107.99 \ • j • "� � I I i 4 0 � i --- - � •/. , � -- \ �- � / / / / I ' -- 1 � ! f I , I INV. ur sw)�107.77\ j \ j \ �°` r � - - . • • '� S .- - - - / :, � -'�.,.� - \ // ✓ i � / � \ �� PROVIDE AND INSTALL SANITARY LATERAL, REFE#R TO !ARCHITEC R L PLANS' \ \ \ \ / / \ / �l - - ; , - / - _ �` a ?7 / l \ i i I \ b \ i IN OUT �111.50 \ \ \ ,,, E \ 4 12�8( \ P DE AND INSTA SAN. H-10 \ \ I /TF=1117.40 l \ 1( 11 u'i � , � ROVI E AND fN,STALL \ _ , \ \ INV. I (SE)=11 .92 1 \ \ \ .\ \ \ \ \ ; f f J / J \ / ; % l , / / / r J % / ; / . ��ro ) /� Y 1 \ \ \ �\ ,t } F PARA QR (S/S� REFER Td \ \ a I 1 I { / / / \ l ( ) \ \ AR ITEC1iJRAL PLANS FOR QETAILS \ \ men an I I I \ CT DEEP DEV Phi \ 41� / /� / �, /i- /i'� / r \ r ` �0 /� J / INV. 0 \ T SW -1� 1.92 \, ` �'. 1 \ \ \ GnG �rv4 Cn, nnn� . I . ' I I •I I \ '�\ I h J { �: 112 - r / / jj/ - i . ', o I :-i i " ; _ o `� \ �/ \ / PROVID AND IN TALL 24 LF 6 PVC \ � r INV. 0UT(NE`) 0 \ \ \�" 1 q , y 1 / j / / .- - //�//\ \SDR35 ANITARY \SEWER 64.5% \ ` \ \ \ \ \ - i" • ' \ \ \ 'may \ \ � 1 / ®' /� _ � _- /// / \ �! 0 PROVIDE AND INSTJ LL SAN�TARY LATERAL., 1 TAMAR \ \ \ \ \ \ IN . OUT=113.00 \ \ \ \ PROVIDE AND INSTALL SAND ARATOR LATER L, \ " n \ k•... REFER TOE , / PROVIDE ANQ INSTA\ 111 LF 8 PVC \ AR ITEC AL CLANS \ /( _- \ i l P , (P,R��(ID Y ID-. INSTAL. 4-2 SCH 80 _ f /' � _ _ _ _ L�_ _ i \ Evs e r 0 Q1,JI- WITH PULL STRINGS FOR ,','�► ` 5DK b SANITARY SE R 01.0% \ \Ga. r e o Q \ ��\ \ \ N. Q 2� \ \ \ PROVIDE AN INSTALL TRANSFORMER, \ �'� �OMMUL`IICAQIONS SERVIC J �A \ Yor 1,. i . i i j i \ . \ • * . _ j / \ ) \ ~ v / / _�%-. l \ \ \ \ TR�MN URMER . AD, AND `BOLLARDS, CO RDIi+fATE f I i I Z n_ \ -� I i \ \ \ - / / .- �' ) '� \ /' t / / t / \ \ \ ` \ \ \ WITH \EVERSOCIRCE Et ECTlilc i I ETL4D b`UU R ®/s / '% r" J - /o ' ;�' \ \ \ \ PROVIDE\ AND INSTALL 4 PVL`.\ e ,\ I \ \ - _�-- , / \ ELECTRIC SECONDARY\ CON bUITS \ \ I I I 1 \� / / / , \ \ �. \ 41 / „ P QV16E ANb INSTALL "1? L6, %NYC i 'i - 'i d. , at \ \ \ 1 1 4 �, _ ! FROiiA TRANSFORMER f0 $UILD`ING. \ DRP'SANIT•AR-Y"SEWER 05:07 /) 1' I w 1�� I \ \ i I i { I 1' I i 1 '+ \ '' ) 1 \ °\� \\ \ ,F • //� do ZU NdJMBER, lY'E, AND S11ZE I�EROVI9E ANU T� L/SAN. MH >'\ ` \ \ \ UILDING ELECTRICAL PLANS/ I fi / , / TF=11' g� \ \ j I i 1 1 \ PROVIDE AND INSTALL S NITARY LATERAL_ by \ LIMIT DIIS1/IJRBANCE AND SITEWORK J \ / i - /f // i IN IN( E)=110.81 / + A At ( I RE1 �_ --f- 1 G' rrec ' t r ` - - - - - CO/iVTRACT LIMIT LINE/ \ !; !r /' '!' / I1 INV. IN �)rj 12.00 \ 1 ; \ AND GR E LAARAL, INV` OUT-113.00 \ - - \ \ i ( - B��I�Q5�ALL 235 O LF 8" \ I i i I I _ �! / , J� : �_ J \ IMv nNTf4z in i�t _ `' �. �I t REFER T AF3£111TECTURAL ,.PLANS - � ,^ �^� i DR SANITARY SEWER ®1.0% ( \ Voi. \a68 1 ®// / .. .. 1 \ \ I , - ---�-- ' .�~ i PROVIDE JAND INSTALL ` Sj1� VIDE ACID INSTA �L GREASE TRAP/INTE:fCEPTOR (GI-2 I TO ARCHITECI�IRAL PLANS t ! KIN aF\ - -- SMX8"XB SWIVEL ITEE AND i r TF1\116.90 } ti 1 I- j VALVE I i i / \\� ti ` - r I LEFT- N GATE VAL � . Irl Q TICH' I 1( l 1 �1 a St-1-E - T 2_ - \ \ 1 h � / //i'/f � \ \ / � ` , \ ` \ t } l � / I \ � • I 1 ` � .k' '" \' f , l j -i r/� / P E- I STALL 8 Dil FIRE iSERVICE fc I 1' `i I �\. t, i i/ i a \ I� 1 1 1 / - i 1-- - -+ . I U-- i ! �R - 1 SEE ME ...'\4.: LA Fitness" \ PROPOSED 8" CLIMF RE �SSERVICE EXISI1 ANITARY S ERVICE EMAIN AND -BE PROTECTED. ON,,,JRACTORI TO FIELD VERIFY SANITARY LOCATION ANO RELOCATED -IF FOUND TO BE IN `SITEEOCT �jROQSED IMPROVE _T 7.03 \ _ Inv=NIA ODE Af}NISOII §T�W` 2.3 LF N OP " SDR35 SANITARY SEr ( :> II 4 R=20.00' i L=27.79' \ GA VI ,C5 R1 1;10 3 \ \ \ C00 INA WITH�,r- co VE SOURC G �� a \ \ 0 PANY �70• , \ \ e I U �V n \\\ f ce) U $ 9 \ P M I \ X oc AN X s r; I \ o " SCH40 X co J _ _M U x 0 0 GRAPHIC SCALE 40 20 0 40 0 m SCALE IN FEET X 0 U �> Q W W -1 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860) 249-2200 (860) 249-2400 Fax E_ N U CL z Q W mot] I Iv Z u < Z 1 v U W m z r W � ::D V) 2. In W O U 0 z Z 0 a 0 Z Z O z w mQWc-n IZ o W ow a ¢ IX a of 0 0 CO, 0 Z N N N N O �5 `5 � J a N N O w o 00 Designed J.A.B. Drawn S. E. L. Reviewed Scale 1 "=40' Project No. 13C4718 Date 09/18/2019 CAD File: SU 13C471801 I I rle SITE UTILITY 6�' Lf'®IV I I Sheet No. SU-1 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. 6MTE U11 UT G L G H PROPERTY LINE LOD LIMIT OF DISTURBANCE AND SITEWORK CONTRACK LIMIT LINE - - - - - - - - - - - SAWCUT LINE E ELECTRIC LINE E G GAS LINE G W WATER LINE W S SANITARY SEWER LINE S T TELECOMMUNICATIONS LINE T ETC ELECTRIC AND TELECOMMUNICATIONS LINE STORM LINE ( `\ - i /, , f } j tt'g } �,'N _� PROVIDE AND INSTALL 23, LF 6 PVC j l i '_ ,. I �. \ 1 : ; o i/ �. AT LINJ- SHEET - _� \ \ -- - / /j / \ ,\ ` 1 ` i ! Jt \ SDR35 SANITARY SEWER �14.0 } \� . E i 7.0\ W \ 1 /� 'r `, I 1 a /r 1 PROVIDE`AND INSTALL, SANI�ARY\� IERb \ 1 1 // // PROV(QE AND INS, ALL WATER METES WITHIN �� } w ,, ;� 1. y ( / BUI NG COORDINATE WITH PLUMBI / j ANV. OUT=tl3.00 \ i / LL '� vl�E�'�9 / I ' ,\ \ \ y , \ \ ; 1 / ( \ AND WATER SER,VICEPIP ..„ PROVIDE AND INSTALL 12'2 LF PVCi \ PROVIa� AND INSTAL sl i \ i `` ! 1 \PROV�QE AND,. INSTALL 285, LF 8 PVC f 4 4 _� met The ` SDR35 SANITARY,SEWER &.0% WE } DOMESTIC WATER S R`� i i / \ \ \ ( J 4 j .\ \ \ SDR35',SANITARY SE R ®'I.0% j ` ; C `J2'25„ Connec , -t ter C any i l o \ ` \ 1 } PROVIDE AND INST LL 4" LEA , .. yUl. 6B / / , J 1 i ll A P 84} 11/ / \ o \ ` \ PROVIDE ANI� INSTAL SAN.H-20 , OPEN G TE VAL AND B0�' / I , TF 115.90 } �(E `� 1N(NW)=�06.70 I , } PROVIDEIAND INSTALL H-20 i ) ` ` i ) \ \�- \ \ " ` OAfl� DHOLE f / I `.` ` , \ \ f , ti �\� ! x� \ \ INV. `IN{SE}=102.3b i ` , PROVIDE AND IN T - H C NOET t,To I a nec. at a ` /� - - . - f V / \ 1 \ ` \ yet \ INV. OI�T S-102.17 r 1 - r - �� - - _ - - -- _ - -- - / ! / % , \ j - _ \ \ \ r a �G TH 25LB P VII EC�I RVI \ \ , �. \ \ \ {) I ` N ULL S I E nr�i P i 1 \ �, 'PROM E ND '114ST'ALL LF 8' PVC + � ----- -------- ` i / / / 4 } �— { / • _ - / / % \ , , / �. it ` \ { \ -\. -- - -� And Th} Svu t el . tJe I a \ / l / /\DR SA�NITA�2Y EWER ®1.0� ! 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OUT(SE�-= o 2 C\ s ` O SDR35 SANITARY SEWER1.0% - - \ \ r� �'' } \ �- Oj \A Y\� _ _-RR>ZVI6E.tNQ IMSTAI�L S� MH-203 \ \ • \ j i I\ i / " \ \ ) ..--.P-ROVIDE AND--INSTALL--6"-CWC E6, ,4Jf0 ` _-'_= \g0 \ \ RED, LEFT'OPENI-E[Rl�_R W T\ \ \ v°a \ 1`h - -- _ T� N✓AN _— _ ~. �� 1NV� IN(NE) 105.42 \ \ -� rl -85- / / \ \ ( �-( \ \ \ _ NVc! - —�� - -')�NV:;bI{NW)=705.22 �i~%j { L ` , t / ,\ ASSEMBLY AND YDRANT L1A1F�A\L _ \ - -_-, - o - - -~ _ J .\ /-, � PROVIDE AND/INS��\I,L\ H-�o _ � . � . �� _ _ _ �.�,�,. wF 1'� � ; �> > _ .--.-- °�� l f l t l LOAD �ATEV HANDH\QL / 1 .�� ROMD AND INSTALL / rf 121.69 \-v' . \ - 9`I - , s '� /yy[ ontry "X8"c)X6r�nETE£ Ifi�v=N/A/ ra( 1�' erj r ross! s S11 t Sack o c1 '' ' f '� o �T F =121. �4 / ` -'' ' f � � ' \ \ ) \ t \ � '`\ _ � '� '\ ` ' ,.-- '' " / ti i l l _ •r`" � �, '' �— "� - ' / " i / ff tire .{vl e f Ce;�'i�m n r t'�L� L" I 1 i �� I I I nr // RO IMI)t{Y, N 1'1 14 52 ! ` // In v=N A / f '� •, , j l l _ - -- fJ _ / Y I. bomM , � wo SER / ` �5il t ,'ack) / / i { `RROM6k AN IF� T LL xCom n T� "-G PR j D.I. IFIR St M� `\CT D O1MENT-CI IFr r� f x- .✓ 98 _ i Y WL _\' C i ram` -- _ W_ rtvv \ \ g�j'3 0� / ' �'\\� �. (� L-f 4 - _D1 A�JGE At�D�I fEWogK- t ( '� �Z f �/ ' :' i i % -`-- - 51 1 \• QN1TZACT_LIRMT-LINE \ ) j N6 \ W=110 N43'22'55W ��1 �� \ Eas meni\ To Khe\ \ 88.21' So0`2,1.3 Vv` 33 16"VV - l vX x-�C nectrc vYat r CoTparn� 17.1 �' 33.2C1' \ �p 1/d,\.2684 Pg. • {Unit ) tJ1F -% PR�(iV E2 AtO'II�ST ! ` Eas me o Evergreen Walk, LLC ,� _ \ ne utCompany \ ,l 54 06' RA D LE Co c u Li s- / S48'` 111 Iso. / Easem en t Tc - an Mtas Service f'=131AP 2700 Pg i� FL=120,6 PROVIDE TRENCHING, BEDDING ACII;1'`IL11106 1Z t-- Urit 3 / IN ACCORDANCE WITH SU T CONNECTICU \ j WATER COMP (CWC) INSTALLATION 2.6�' REQUIREMENTS THE INSTAiL,L-T �A _ � / - _ TAPPING SLEE D VALVE FOR MREf S1=R1710E.' 3� 00 CONTRACTO SUPPLY CHLORINATION PORT9A`S`.`j REOIJIRED BY CWC i\ \ O�qO / ! CO CTOR TO FIELD VERIFY LOCATION OF TAP EN EXISTING TEE AND VALVE LWATKON'DN" �i _ 12" d�AIN,n' 1 ` \ \ - \ ',M e i jam% ! 07 26. 6 i - ,i / f CONTRACTOR TO RELOCATE v= EXISTING CABLE TV ABINET _ \ % % / _ ! ( ack' 170- \ \ \ / / /,. /// './ // l / PROVIDE TRENCHING, B DDING `��D- �AGKFILLi�G IN � \ -'" \. ,' -i ��/ice' � ^' % / / �\ /� _ �• ACCORDANCE WI SUPPORT' CONNECTICUT WA R \\\ 1 COMPANY�� INSTALLATION REQUIREMENTS FOR , \ \\ \ _/ / �ji VIDE IN TA 3" SANITARY / wE�R /i , i '---THE INSTALLATION OF A TAPPING SLEEVE AND FORC -KMAI \ VALVE. CONTRACTOR TO ;'SUPPLY CHLORINATION- -` \` \\ \ �'i %7�'•' / f ��•._ ".f l / i PORT .AS REQUIRED. BY CWC _ � ,` \\ \ �•�\ ` -� �_ ` -� � ff ,/; i /,. i / �---,.-,/ . APPROXIMATE LOCAT16IN 0 EXISTING .12 WATER LINE\\ \\ \` -� i-ii - •� f; j / P KD� a9uq,I Xll'N. GHOUSENHOLE, ITERSECVtltftG S N AR LINE "Ord Nov} O GRAM IY IN IN(N=1 .50 mEXISTING 8 INV. 12 51 / r Easement To The Connecticut / ' Light And Pov,,er Copany CONTRACTORr TO FIELgr RIFY LOCATION I \FIEL , 1 Vol. .?. 700 Pa 155 -� �, / � SEWER FORCE AIN SHALL BE CONVERTED TO 8k\ PVG�\ ��-✓}` 1 ; GRAM PIPE ®2% SLOPE, 10' MIN. PRIOf� TO i-AA.1 / Sri f,. DISCHARGING TO MANHbLE �\ ,4-COQRDIKA-W9V iV48" ORS0jgA MPAt F . &, ` CONNECTINt92TO52' } EXISTING, 4 S "O -, �\, 121.63' / San TF= SO'44La-, 15.08' 1.. GRAPHIC SCALE 40 20 0 40 SCALE IN FEET J 0 U 0 <r U X 0 w U X 0 U U x N 0 r: U X 0 U X X U ch U X ra U ra 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860) 249-2400 Fax C— C'4 U r ~ ® U ® LU Z 1 ry ®® Z J z LLJ Q UJ LU c �- LU Z +- g w O � U O Z U Z O o d Z p o w LU a W cn m owow a ¢W¢� N o000 Z N N N N O > O N N O` o0 Z ^ N C0 Nr Designed J.A.B. Drawn S.E.L. Reviewed Scale 1 "=40' Project No. 13C4718 Date 09/18/2019 CAD File: SU 13C471801 Title SITE UTILITY PLAN Sheet No. SU-2 I 0 2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. U 0 SITE PLAN LEGEND PROPERTY LINE LOD LIMIT OF DISTURBANCE AND SITEWORK CONTRACT LIMIT LINE DEVELOPMENT AREA LINE --------------------- SAWCUT LINE PROVIDE AND INSTALL RETAINING WALL, WALL TYPE VARIES PROVIDE AND INSTALL CURB PROVIDE AND INSTALL WOOD GUIDERAIL. REFER TO SHEETS DN-12 AND DN-13 FOR MERRIT PARKWAY GUIDERAIL DETAILS. PROVIDE AND INSTALL CONCRETE PAVEMENT STRUCTURE OR REINFORCED CONCRETE SIDEWALK .4 n PROVIDE AND INSTALL HEAVY DUTY CONCRETE .0 PAVEMENT STRUCTURE 'A PROVIDE AND INSTALL FULL DEPTH BITUMINOUS CONCRETE PAVEMENT STRUCTURE PROVIDE AND INSTALL BITUMINOUS CONCRETE PAVEMENT STRUCTURE PER TOWN OF SOUTH WINUZ)UM Z)It\NUAMU ULIAIL % - 41a t> 1 �y In V= M y 4- Vc I�J in (�_-J trril IL f _ i�csem e�n t o The Z n'n,X-/"� 1AInL'ntk 11 I I L f; -L J V Vk_1 1 If mp 0/tI y NIF if PROVIDE AND INSTALL HEAVY DI L/6/. 199 Pg. �5 X �Stm m/BITUMINOUS CONCRETE PAVEMENT" Tf- 117 29\A\' r STRUCTURE (BY SITE CONTRACTOR.) vl PROVIDE AND INSTALL UNDERGROUND / ++.+k` rr if / I EC'H U11M C-MOAr'C' TAKIVC t-ryp N LOT) LOP unl FUEL CONTRACTOR S 1,3'0 8'2 1-2) W VOD 288.90' LO LO 0 LOD COSTCO FUEL FACILITY ADDRESS: FUEL 25 1251 TAMARACK AVENUE N INSTALL PA ILMENT p A PAINTED PA-�, \ r + +` i / 60 ARROW (TYP.) (BY SITE CONTRACTOR) TF-715.48 J n 7COI)J, 0 n n =C� C) r -),r l-► �. O, �� 1 r ;/ �}-o�oDoo oQ J J 000 o .... ........... Db1"-"C8 .......... 7-F= 176 '41 i xXxXXX V, 4#� -A P F_ 41F Xl� / r ��`� /"'` I ai Li Tl-= 115.5 7 Ile 0C PROVIDE AND INSTALL RUBBER SPEED 4/i/ I (, 4 BUMP (TYP.) (SITE SITE CONTRACTOR) I4J _ _ - ( 1 �' j ' % ' ' r ` 4 'On? r? v\ PROVIDE AND INSTALL 4" DSWL (TYP k Stm MH 14 "15'57" (BY SITE CONTRACTOR)40 17 J u—, I R=300.29' cca 00 Ak PROVIDE AND INSTALL FUEL 0 AREA CANOPY AND LIGHTING 0 V L=77.39' J�_ -) . (BY FUEL CONTRACTOR) IV 771 PAVEMENT STRUCTUREJBY FUEL 7' PROVIDE AND INSTALL CONCRETE UriLi=30tJ JI k),+ L PROVIDE AND INSTALL PAINTED VEMENT ARROW (TYP.) (BY SITE Llra I`�,de r rj,- CONTRACTOR)/ TF17,94 CONTRACTOR) r - ly X/ # & IfO5 1 -0 11 PROVIDE AND'INSTALL4', Y L @ 45' 2' Iq ... I ., . ; i V V O.C. HATCHING (TYP-.)J�(BY,(StTE r 047 ----.CONTRACTOR) In v= 173. 4(SE_�) -PROVIDE AND INSTAL'S64rACE q. C- 0 Z7 75'1�?off r /7 . -• I /4, MOUNTED BOLLARDS (TYP.) (BY V1 Y FUEL CONTRACTOR) U PROVIDE AND INSTALLe.SHUT OFF AND, BOLLARDS BY FOEL 14 PROVIDE AND INSTALL TANK FILL PORTS PROVIDE INSTALL CONCRETE PAVEMENT 0 4 CQNTRAC STRUCTURE /BY FUEL, CONTRACTOR UN) (TYP.)(BY FUEL CONTRACTOR) 4f III .• PROVIDE AND INSTALL MOUNTABLE `CONCRETE CURB AND PAVEM LOU /41 EN PROVIDE AND INSTALL TRASH L SITE CONTRACT TACLE (BY FUEL CONTRACTOR) • RECE PROVIDE AND' INSTALL CONCRETE FUELING ISLAND SLAB (BY -FUEL I-UI'4 I M/A�, I UK)_- D LOD LOD .4f PROVIDE AND INSTALL�'�QRCRETE PROVIDE AND INSTALL 3� ETE PAVLMLNI V STIR PR(. ALL CONCRETE• CONTRACTOR) X4_ DRAINAGE SWALE Y-17 �-11. CONCR STRUCTURE (BY FUEL 1Q, 4r If -SIT _GO1qTRACTOR`) _4 � M! i" (!�U�IWG (.&Y _vo 7TIz 114 7". LL G STACK BY FUEL CONTRACTOR) PROVIDE AND INSTALL VENT 4F I E D, AND um 'WOOD' 'CON TRA_CT�_ Inv=l PROVIDE AND INSTALL CONCRETE RAIL- (BY _S4TE__ Fm' > V 1 N I N G, WAL -7 v= 7 06.4 IIV,' FILLED BOLLARDS AT VENT STACK &tCRETATN� (TYP.) (BY FUEL CONTRACTOR) AND,FEfNCE (BysrfE CONTRACTOR) 41F/ N P"PeAND T. 41F 4f 4f --P�IOVIDE --AND, MTAC -AVY L HE In 4t J -ST Q D U TY BITUMINOUS CONCRETE 0 e J / / 11 / " / , / / - ,• 4f/ �PAYE AENT Rt:fCTURr-. (BY SITE J /I __� �_.;l - 1-1 ,, I" . . / I - A—, CONTRACTOR) 4 PROVIDE AND INSTALL 4e---------- 12" SWSB AND 10 J 4V PAINTED LEGEND (BY SITE CONTRACTOR) 4f ODnXAr',E AND IKIC-rAl I 41f. rl TF= 114.98 In V-= 76 8(`pJ) N In v= 1 C I (E) 6. (W) V k� oil AN. ok 11C "CB TF-1- 117 23 hn-v=LL(tL) . 1. . . . .. I I .7. SITE SIGNAGE (TYP V 45'fir' 1 PZ28 TF�- B (BY 0 . -- . \ .• ONT —PROVIDE AND INSTALL EMERGENCY :11, C 41f . . . . . . SHUT OFF AND BOLLARDS (BY FUEL - 4f CONTRACTOR) . . .... . . . V 4if - J A 4f . . . . . . . . . . . . 0A\ 0 4f X 4f '18 \1 \\ 4if A A, OW A0 4 . . . 12 PROVIDE AND INSTALLt-AL) /AI\4U I.Jc r y WALK (BY FUEL CONTRACTOR) I/ Voll. 24 . . . . . . . CONTRACTOR). . . . . . . . . BUILDING '(BY FUEL CONTRA PROVIDE AND INSTALL FUEL CONTROL A _ry A Mr AK -In IKICITAV I Erl I&I E* A t' TO A K ICIE \ / r '"� % \ ; ' i I r%0 VI DE 1LI I I I r\mI1JQr urvVIF-IN N I AND 11110IMLI.- FUL-t- F t-%�, AND REQUIRED BOLLARDS. COORDINATE WITH . . . . . . . . . . . . EVERSOURCE. (BY FUEL CONTRACTOR) . . . . . . . . . . . . . . . . % E et art10 Tfl . . . . . . . t Wo lrof, p 1992\ Pcj. 4 0 . . . . . . 7 B Fe I A IF -7 1 1 GRAPHIC SCALE 20 10 0 20 SCALE IN FEET 100 Constitution Plaza, I Oth Floor Hartford, CT 06103 (860) 249-2200 (860) 249-2400 Fax Z LU CN u CL Z Q < W0 ::D 0 Z .J Lu I ry 00 Z > < Z U Lu < - 0 Z U-1 Lu LLJ 02 ::D co Z 4n (j , 3� 0 � `-0W CL > r— = 0 UJ ::D 0 CL 0 Z - C14 C0 -It Designed J.A.B. Drawn S.E.L. Reviewed Scale 1 "=20' Project No. 13C4718 Date 09/18/2019 CAD File: FSP I 3C471801 Title FUEL SITE PLAN S h", e i No. FSP-1 I (D 2021 81. COMPANIES, INC. THESE DRAWINGS SHALL NOT BF UTII 17FD BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BI COMPANIF.S. — — PROPERTY LINE LOD LIMIT OF DISTURBANCE AND SITEWORK CONTRACT LIMIT LINE — — DEVELOPMENT AREA LINE i f — — — — — — — — — — — SAWCUT LINE EXISTING ELEVATION CONTOURS (1' INTERVAL) 108 107 PROPOSED ELEVATION CONTOURS (1' INTERVAL) PROVIDE AND INSTALL STORM DRAINAGE PIPE 1 PROVIDE AND INSTALL CATCH BASIN. ALL \ , 1 CATCH BASINS HAVE NEENAH R-3563—HB FRAMES, SINGLE AND DOUBLE GRATES, UNLESS OTHERWISE SPECIFIED. PROVIDE AND INSTALL STORM DRAINAGE MANHOLE OR OUTLET CONTROL STRUCTURE O PROVIDE AND INSTALL HYDRODYNAMIC / ! SEr"ARATvR (Huo) j' x 104.13 PROPOSED SPOT GRADE SPOT GRADE ABBREVIATIONS BC BOTTOM OF CURB TC TOP OF CURB BL BOTTOM LIP J� TL TOP OF LIP 1 / t MEX MEET EXISTING CONDITION • i % I ; 1 / ( j PROVIDE AND INSTALL RETAINING WALL HE if VARIES (BY SITE CONTRAC TC 113.95r BC 113.45 75 ,8u fifer To R91siden tier Zone! ! / LOD OCLOD ✓ C / - 40/ 0) TC 112.50 BC 112.00 r / / "vo° _/ P 1 I 112 0 0 X N !l � i �,Sem Q I CnnecOcu 1 � C 114.18 \ C BC 113.E �� Vbl. l 99p-) I�. -CB \ 'if— 112.56 r? V= i \—SIM TF=1i I / � I S13p°08'23"W I( 1 I / I / t/ 4 i` n--era nr (TA=14'45'57" 11 ' ! R- 300. 29' L=77.39' I CHD =S69°31'04"E r 77.17' It Curb , GRAPHIC SCALE 20 10 0 20 SCALE IN FEET i 4-- U J) E W N C� • 7v��/ .O L Q w w —J C T 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860) 249-2400 Fax utun� OF .0 1yF^ Nomal 0 g o�4•'41, roPALL '� it HuN U ® U CL Ly 0 z ® z Q i Z U <� � 0 w ClI ry Z \✓ � L ©LIJ ID m Z ZLLJ Z w 0 Q 0 U U Z O 0 o CK a C) Z 0 Z 0 Z W LIJ Co 12 W 0 W o QrQC� Z 0000 Z N (V -c CV N M CM n O N O` \ 04 u, o o0 6 Z N co V Designed J.A.B. Drawn S.E.L. Reviewed Project No. 13C4718 Date 09/18/2019 CAD File: FGD 13C471801 Title FUEL GRADING AND DRAINAGE PLAN Sheet No. GD-1 0 U 100 Constitution Plaza, 1 Oth Floor Hartford CT 06103 (860)249-2200 (860) 249-2400 Fax �� COA1Ey CD �k *.0 2 No.24 W AL�.. C� UJ ® U -er w • • 0; • m Z W Z 1� W O U � Z U Z O 0 F- wW� a Z ZQ Z W W d W a) U W 0 WS o Q W Q W N N N ZV Z ON NO N 0 1 O � N N ` ` W O O O Z — N M V Designed J.A.B. Drawn S.E.L. Reviewed Scale 1 "=20' Project No. 13C4718 Date 09/18/2019 CAD File: FSU13C471801 Title FUEL SITE UTILITY PLAN I Sheet No. FSU-1 0 N O SFE PLAN LEGEND WOM PROVIDE AND INSTALL CURB PROVIDE AND INSTALL BITUMINOUS CONCRETE PAVEMENT STRUCTURE PER TOWN OF SOUTH WINDSOR STANDARD DETAIL PROVIDE AND INSTALL TRAFFIC SIGN NOTE: 1. ALL STRIPING AND CURBING SHALL MATCH INTO EXISTING. ALL PAINTED PAVEMENT LINES AND MARKINGS SHALL BE WITH EPDXY PAINT PER CT DOT STANDARD SPECIFICATIONS 12.10 AND M.07. 2. ALL GRADING SHALL TIE INTO EXISTING GRADES 3. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING STRIPING, CURBS, SIGNAGE, UTILITIES, ETC. 4. ALL NEW BITUMINOUS CONCRETE PAVEMENT STRUCTURE SHALL MATCH EXISTING PAVEMENT WHICH INCLUDES APPROXIMATELY 4" OF CLASS 4- DInInCD f-Cu r-r (WKAA Q1 n) nvE�a TUnanf IGHLY nnkADArrrn PDA%'EI DACC u v ' vvvi.-' � �� _ ] v 11 ii wnvvv� �� i �,vwn-n�. iLv v[\/,%Vt.�. DnaL, AND 3" OF CLASS 1 SURFACE COURSE (HMA SO.5). r`. i j i' OR GRAPHIC SCALE 20 10 0 20 SCALE Ito' FEET U ® V) .L U �> Q W LU 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860) 249-2200 (860)249-2400 Fax cp . o z: Nc2u�t C� O � cal O ® L!J 0� Z O � 7- U IZ W O w O� > OLIJ O 0 ...:::A�lCMNAMY'Y+Nh `(M�.l'A 1\\Whl�WWYIIM Z Z w z cw CC C G U 0 O U 0 O 0 O ry w w :E o- n Z0n Z O z I.uawC0 O W LL11 C) Q0�QCL 0 0 0 N N z 0 0 0 C > N w 0 o 0 O Z N M v i r I Designed J.A.B. Drawn S.E.L. ® Reviewed w vScale 1 "=20' Project No. 13C4718 Date 09/18/2019 0 `O CAD File: v RDI3C471801 XTitle OFF -SITE X x ROADWAY PLAN U 0 v heet No. 0 RD-1 U m X 2021 BL COMPANIES, INC. THESE DRA.'A'INGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. 0) U � PROPER T Y LINE - — — — — — — — — — - SAWCUT LINE Q� PRUVIDE ANU INS I ALL UURES 7 \7 PROVIDE AND INSTALL BITUMINOUS CONCRETE PAVEMENT STRUCTURE PER TOWN OF SOUTH WINDSOR STANDARD DETAIL �Q i p PROVIDE AND INSTALL TRAFFIC SIGN NOTE: 1. ALL STRIPING AND CURBING SHALL MATCH INTO EXISTING. ALL PAINTED �' QLO PAVEMENT LINES AND MARKINGS SHALL BE WITH EPDXY PAINT PER CT DOT STANDARD SPECIFICATIONS 12.10 AND M.07.j 2. ALL GRADING SHALL TIE INTO EXISTING GRADES 0 3. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING STRIPING, CURBS, SIGNAGE, UTILITIES, ETC. 4. ALL NEW BITUMINOUS CONCRETE PAVEMENT STRUCTURE SHALL MATCH FXISTINr PAVFMFNT WHIrH INI':I I1nFq APPPOYIMATFI Y A" O C'I ACC d BINDER COURSE (HMA S1.0) OVER THOROUGHLY COMPACTED GRAVEL BASE, AND 3" OF CLASS 1 SURFACE COURSE (HMA SO.5). `) / G J .�r f / , C)\�� RESET WATER VALVE TO FINISHED GRADE AND PROVIDE AND INSTALL H-20 LOAD RATED COVER RESET PREVIOUSLY REMOVED GRANITE \ BULL NOSE CURB t 7 .,r y(� _.__LOCATION OF RELOCATED SIGN 0 1 1 � RE ND -DISPOSE -OF--EX} TING ` BIr MINOUS CON'CRET€_CUR _ - J t• 17 --_ C i<! n� PROVIDE AND INSTALL BITUMINOUS -`'-- CONCRETE CURB, MATCH TO EXISTING —_- AU ;" I PAVEMENT SAWCUT LINE (TYP.) MODIFY EXISTING LANDSCAPED ISLAND AND IRRIGATION FOR BEGIN DASHED WHITE LINE TURNING LANE EXTENSION PROVIDE AND INSTALL BITUMINOUS CONCRETE \4 �) / PAVEMENT STRUCTURE PER TOWN OF SOUTH _ ��_ _ _ _ h �,` �� S3"12'43"1 WINDSOR STANDARD DETAIL (TYP.) - 14-I.23' RELOCATE EXISTING SIGN TO END OF MODIFIED �-- - % \� • f�T LANDSCAPE ISLAND REMOVE AND STACK EXISTING GRANITE BULL NOSE CURB FOR RESETTING AT NEW ISLAND LOCATION. 4" DASHED WHITE LINE (TYP.) PAINTED TRAFFIC ARROW (TYP.) SOLID YELLOW DOUBLE LINE (TYP.) END DASHED WHITE LINE, BEGIN SOLID WHITE LINE EXISTING LOOP DETECTORS TO REMAIN AND BE PROTECTED PROVIDE AND INSTALL 4" SOLID WHITE LINE FOR 50' FROM STOP BAR 12" SOLID WHITE STOP BAR (TYP.) GRAPHIC SCALE 20 10 0 20 SCALE IN FEET Q W W _J ca R A 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860)249-2400 Fax C3 o _I� N U U �- ® Ly Z Z U ® O Q Z U 13 J`J -.11 1 ry �L O W U 0 a m Z L n LU > n W U V) z F_ W W 0 O O U U Z Z 0 O O a A . o d W LLI CO 4)0 W 0 Intl O Q X Q W o 0 0 0 Z Z N N N N 0 Z73_� Cl) CV) a 0CNoCN C > 6 Z , N M v Designed J. A. B. Drawn S.E.L. Reviewed Scale 1 "=20' Project No. 13C4718 Date 09/18/2019 CAD File: RD13C471801 Title OFF -SITE ROADWAY PLAN Sheet No. RD-2 ®2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES 1,mRR0 10H CONTROL LEGEND 0 o PROPERTY 1 INF LOD LIMIT OF DISTURBANCE AND SITEWORK L \ f CONTRACK LIMIT LINE — — — — — — — — — — — 11 SAWCUT LINE �T l f, 4 as se, t 7o k an \\ \ rya —SF SF SILT FENCE } I J l l 1 ` asern,nt ry Y e't ! ' / , ` 'r\ 1 I 1 y j \ , r \ \ { I J J J ! ! rnnect.'eut Wailer 1 il� al p `s , 1 r i 11- ' Voi_ 1997 ®r 7 SILT SACK INLET \ } 1 j // / r 1 { I J / � � � 1 IC,vrnpa,�y } � / ( y t` � ! ,- /V,/,F �' ,- r LJ PROTECTION \ l / 1 vo!- 1992 Pg. 3- /1(( I , , -- 5tm, MN I i If 1 1 J Walk, LLC r } ! i J , �� I ! TF=117.29 � vergreer� � t � ,, � '.. ', . • EROSION CONTROL BLANKET \ ! J 1 , ` I g x �JI I I I ' i ( ! l i \\ ti 1 `� ` \ I -513°08'23"Vd L1/ it 11 EC.Hh1' I I IWO �.... ( em T \;, I r ( - , nY� \ } \ \ ` \ 1 \ ,� , \ _I-i�` T i l I i - t t?S_.�,.::a 'D � e t Wo to any lh J / ! l ! \�'� \\\ ' \` ` ,:\" '2..88.90' a r _ = ,\ V. � }„ i \ \ \ , t �1 ~ I c I I } \ vol.:- 84 61 \ \ (l + i J r / \ 1 T = �15.4&��y\\ 1 •, 1 `,' " / PROVIDE AND I STALL TEMPORARY SEDIMENT TRAP I X ' / } f I f t \ \ \ t i r` DRAINAG ARE � 159 042 S.F. 3.88 ACRES I a� / f Inv=96.7 J / 1 Irv=112�2(E; \ \ \ , ( ) a / e ( / / ( 7J /,/° !' ' / .InV=112. 141r) � 1 } \ 1111'� � f. I„rS��RAG PROVI®Eb 594:8CY � / 9, \. TEMPORARY MATERIAL STOCKPILE ( (' `' ` \ ' / --` i 1 _ � AG REQUIRED = 520.00Y _ ----, - 1 -1Ef�O EQ+MEN-Tf�AP; L11=f� I ! r ! I I I I 1 R RY S 4 �� 1PR9V(DE AND INST'ALLC a a ,FENCE 'fYP. 1/ =� = r rn_=eca iC v=1?2.1 } j 7 }' \3 \ 11 PROVIDE AND INSTALL C0 , N , CONCRETE WASH PIT _�d_ / ALL NSTRGCION�� 1 ! i - tom- o, : ti ' SIGN READING -OSTCO_ I I ! _ s r F• \ I N ba _ v r; � aik, PLC ' CONSTRU �I NVEiFI�S' IM1jITH �� TF'=177 ,4 I ~ _� // I] \ i11,8k.' 4 y =117 00 ARROW P I TI 1 'SkTE 1 \ , . o `�a \ ,�' CONSTRUCTION ENTRANCEoat-T.. i _ f ~ �' I„ ,3 , •� Li 1 � •� / r , . �� , l J de, roan!-! _L= � 9r ~- --" � i/ � `PROVID�' AND = / / / ! / / / ,/ / !.Styr y wat `,1AD T7A 9 po r.i �eINSTALL SILTS �1 / / l / �-�� j, � � \ � ,1�a i v--Lg-op-1E l�;� TIO� TRAAIC'E I U4 E � ��- } v: �( Y'�rd grain } r I�= TEMPORARY DIVERSION SWALE 1 -F 6E Str ctur 1 ( r 7� 17, t (_') / / r / / / / ( + } Fl_i. , 1'! __ i ! + ��ry �0.0 l St t✓t 1 \ 1 +, - fn v=10, . 4(E) _.. - �•� i j f =-11 .19 , I 1 y� 9 3 4 _ �- - 1_ ---- STONE CHECK DAM J / �' i ( 1n , 1,.. (SE) - E t --- - ,,, - / v �/ ( '% / / I J , Sim ,t9ll-ti \ t '• 1� ;nv=107.3(4Si i 0" HD 1 _ �y � S62*07'4� r %/� ! ' I / /mw } t STRAW BALE BARRIER F=715111 / J _ s% l- / m 1441 I 7U f - _ R�VIDE ND IN Li� ST NE Wk&4DAM (TYP.) -.Tn. r4tF NOTE: PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL _ --` J / , / r l / �F=11.06 �' �-�-- \ . �,� `S - / . _ —t- _� PROVIDE A RAIN GAUGE ON SITE IN ACCORDANCE WITH THE GENERAL STORMWATER �?t� r a� I J (__ - -- -� -_- - LOD LOD " DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. ADDITIONALLY THE - - ` ` J I / / J / 30"/Hl?PL r -' L- --• _ � I � J _ L-...-- --1- ;.. _-i --- ._.-- � `--` 1 ! i' r \ ` _� __ �.F.......'.:,,, e.o.F-•.•.^- '-`�"". - / 1 / L� —_ ; �-F�� \ CONTRACTOR SHALL MAINTAIN THE RAIN GAUGE ON SITE UNTIL THE CONSTRUCTION/_ / '_J-'�j_ - T 1 } S.r» Mh�- / ! } (�u. m7" m > - j- --- / _'�, f -- �- / 0 '" �' r - 1 ---CD Shared Part in S ace HAS COMPLETED AND THE REGISTRATION HAS BEEN TERMINATED. / t t �_- +L�yy! Easement In Favor �nv= 1' ,5(N) 1, \ { 1 , l :y CSC h \ �' �.: , ff.wdx r"`� �. \, ` / J l Of units f n v=10 % 1 \ \ 4 : _.. ..`s '- �.__ �\ / Vol. r t4s 1 c$ 6 ( ' (E) �'t Cure I s` —`s �� \ /' 6 o,. .2 15 Pg. , / PR AND ST4 TEMPORARYj7SEAr1f`J/////� /' Iny= 9 7. 7 1 /�" n , rF= 735. 89 PR t1�AGE EA 17$,866.$ S. ,.A�RES�j'/ i' l ! J F=1 r i Sf r, ,vfi \ - < sT -AGE P �, . (P / // / 9� i ! I t ! / ! l / / ; /in v= 9 7(E } ! \ TF=114,' 8 , „C „CB i`.... s _ Rl�G�' -=�5,SO�oC /i '�i o , / / / 1 / ! � / / / Inv= 91.4 AJYY � l i !n v-106.8 "�f) t t ' I - '� \ ! i �„•� _ AI�i EFr� / °� / % / ,, F=11 2. r \ J I \ aJ TEiv R _ irR f1/ / o In =IG% 1 /\�\ ( TF= J.35.9 -=— _ - ri �'f •^ / •, /; Dc r / / / ( f i / \ r 114. +; ( I s "ter I ,� .,CD rre v= 1(r) ` f Ile 'r Io 114.2(SU3r 4 Il 1 WV1-118 TEMPORA - `- \ '` \ 1 1 ( I ) \ \ i� %' PROVIDE AND INSTALL MATERIAL SEDRAp� Y 1------------- I son Mtn-- TEMP. EMERGENY / / / / \ \ - \ \ \ ++ i \; �q STOCKPILE AREA WITH A DOUBLE / • 't /PROVIDE AN INSTALL •\12" ,n o' TRAP'42 1-� \ \ \ \ \ \ \ \ I / / ! ; Tl`7=,.33.07 / 1 ROW OF SILT FENCE TYP. SPILLWAY o , _ !' q \ < < FL=125.0 \ t0p „C„C8 (TYP.) i / / rn r'o � DEPTH MODIFIED RIPRAP / / / r` %��.-- m' Y -'-- � TF=7� .;�2 DbJ C8 WEIR ELEV. = 3. , Q, oo '"� J' / j \ \ \ ;' ' AREA OF PARKING R iviPL'OYEES 1 Q / / / o ,� DRAINAGE CHANNEL FROM \ 1, k- �1 \ \ \ Ease .,ent Ta fit" -�'� o �~ /� \ r \ � , In v 131..� t r F= 97.3 5 / o ( kt ABOVE BOTTOM 0 TE �� f�_-.� / j SEDIMENT TRAP TO BASIN! \ '\ , �- � • \ \ \ \ \ \ \ / r,- I' CvxC�m, Inc. r TEMP. SED. TRA par, n Buffer- \ / �G ? r : "C5 s rr l �` \ / �. \ \ \ 1 '�' \ \ ( / b al. 1. Pg. 08 I f3 un or / STRAW BALE BARRIER (TYP) p rn I vc . _�428TIfrp CI3MERGENCY SPILLWAY WEIR ELItV. = 3.1' ABOVE • 1\ J \ \ \ \ ( ! / / l i,rv=1.30. ,(S, , \- 'i� BOTTOM OF' TEMP. SED. TRAP ) � \ \ / J PROVIDE AND' INSTALL \ // \ ! \ \ \ \ i I i i i \ U \ \ z C . N j'F r 1 \ \ \ \ \ \ \ 1 1 I \ \ L \ Rea, ty Income Fr opertie 1 LLC -- -- - -- - - " L - \ \ CONCRETE WASH PIT (TYP.) n \ `��--�`� 13k. 2475 Pg. 7 veodr Avenue ROMDE ;AND- IRStALL TE�(IPPOAR*Y DIVERSIONN �iYVALE- �� L \\ ` _ i''(,TYP,,) . \ 1 case P , , CONTRACTOR SHALL MINIMIZE HEAVY QUIPMENT \ ' �� ,•) \ , - �' - `'` \ Conrec er o .. ` USAGE OVER SUBSURFACE DETENTION SYSTEM AREA \ �\ \ -- _ ~ } \ /� d MINIMIZE COMPACTION \ \ _ UNIT 1 V, ��t\ \\\ ` ,, ", //� I i I lr l l I/ /J I UNIT i � i - � � / r \\ \ \ \ �\ \ �` � � � \ \ \\ \``\`` \ } ( � II � r \ \` c �\C` 1 \ -_ ,- -95_ \ I \ \ \ -,� J ! / \ �t i'' \ �/ t i J ! I J j 1 J l J / �� \� \ \ \ \ '�\ \�• \ 1 ! 1 ,I ) �cn tm H- in! a !e to La e � (,from -for `-• ( � \ � � \ to �,, ,� „• AND -INSTALL\ / / � / } \ \ \ \ `� - -- --. - _ \ ' `•� --- --_ _-- `` ~~\\ , PROVIDE AND INSTALL PROVIDE TEMPORARY SEDIMENT TRAP !, ) \ \ - '�. I n\ \ CONCRETE ,WASH PIT (TYP.) ✓ / / / 1 / I I I ( I j I 1 1 11 DRAINAGE AREA = Y1�5,531.6 S.F. (�.95 ACRES) �- ,- f / ! ( I I ( I ! y STORAGE PROVIDED = 709.9CY ; j \ (i-- rY \ 1 \ \ \ / 1 / I ( { I ( \ \ \ ` \- }�,e Laca ion Fro � � ✓ � x I I 1 1• 1 STORAGE REQUIRED =4 663.00Y ` \ � �= TEMPORARY SEDIMENT TRAP DEPTH = \5 asement Tol The Co ++r,ecticut ( , \ \jj } \ 1 1 ! Uyhf Anal Power flompcny 1 } t 1 \ \ \ \ TEA�oRAR ' \ S 1, \ r - -� l "c'-L "Cal / , Ji( f � I 1 i J� /. 17 y IPy. 159 r \ - \ \ o ! } } } 1 \ ` \ \ \ \. \ \. i 4s� ENT 1 \ 1 \ 1 � ! And the Southern New r / \ � 1 r� ! /rF? 1 1 1 ,' I ` rn \ Portion # 1� I J 11nv=IVIA ! l r \ 1 }Enylar�d Tee hvne vm cn ` I `\ \ \ \ 1 \ 1 \ \ I 1`1\ i \ _ - `. Fille With Rdcks 1 1= -T--< I 9 \ !\ ' 879 135 S. ' o \ _ < < 1 1(vJ. \ \ \ \ \ Wvli<ir, Trai t \ ` ` \ \ *C \ ` �4 < < — <i� u0 \ t I I I \ 1 39 Acres \1111 —,- < _<"T"'.}. / TF=137.03 o i o _ -1 i \ } j \ ! ;t�� =� �w \ \ \ I I I \ ,' r \ / \ J -' _ / �!� ' " \ ( J 1 \\ \\ } { ! 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TRAP \ Eaemer, J\ To , ark e \ / PROVIDE AND INSTALL ` \ \ \ 1 \ \ \ \ \ \ \ §e ,\ e\ \ \ \ E \ \ \ \ Gas 41 rvil i� ,.,om �� } BAfcfjlER' 1� . /, �/, \ \ TEMPORARY DIVERSION SWALE \ \ \ 1 \ \ \ \ � ("9 \ yyv _ Y jTYf�) - /( \ \ \ \' \ (TYP.) \ \ \ \ \ \ \ t \ \ \ \ \ . }� \ \ \ \ \ \ \ \ •\ , \ \ \ \ _ _ , _c I I I 1 I ,� I S f � ( \ `• \ \ \ � \ \ \ \\ \ \ \ \ ( \ \ / ' J / // / ((� � � r.. ! - _ / / ; i ! ) - \ ,,•` 1 \ , \ , ` l ,, \ \ \ 1 \ \ \ �' \` \, Y_ \ \, .\ 1 `\ \ \ \ \ \ \ \ \ \ \ \ ; • \ � � , tr"" i I �1 l I t � � I � \ \ \ / / / \ \ \ \ . / — . - .l \ \ \ \ ti •` \ \ \ \ Eas. »eni o }�onke\ \ \ , \ \ \ \ \ \ \ \ \\\Gas S rvice om any\STRAW BALE Vol.', 700 t \ 1 1 59 o `� BARRIER PROVIDE AND INSlv4LL ONSI1RUCTI0'N _ r t ' SIGN `RE DM(;. G0\f \ sanMH 1 wvPROVIDE/AND IN TALL`�' ,CONST�2UCT10TIt Tor\To Locfe� / SILT FENCE/(TYP.) / % ) } \ \ j iii�_-/1'%\ 1 \ \ \ \ ` \ i I \ 1 -- ARROW PWfictic\rt Wat\wv 1 f f \ �_ /. \ / ( \ \ \ 1 1 — \ c my \ —�I t / I } j/ �/� / .--,i 1 t \ 1 — — --- 1 / ?_ --}— r 3 j ! I ; ! \ \ / ,._ i _ L_- .• \ g. 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Reviewed Scale 1 "=40' Project No. 13C4718 Date 09/18/2019 CAD File: EC 13C471801 Title SEDIMENT AND EROSION CONTROL PLAN PHASE 1 l'a4!tiJ�Wh Sheet No. REFER TO SHEET C-3 FOR EROSION AND SEDIMEu�� CONTROL NOTES 1 02021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. GRAPHIC SCALE 40 20 0 40 SCALE IN FEET i� EC-1 o N O N L1© 3i'J '-' E� 00E T -1DE EIEC E EE — PROPERTY LINE LOD LIMIT OF DISTURBANCE AND SITEWORK CONTRACK LIMIT LINE - - - - - - - - - - - SAWCUT LINE —SF SF SILT FENCE ®5,-� SILT SACK INLET V- J PROTECTION EROSION CONTROL BLANKET TEMPORARY MATERIAL STOCKPILE CONCRETE WASH PIT 4 CONSTRUCTION ENTRANCE > — > TEMPORARY DIVERSION SWALE �✓ STONE CHECK DAM 1 STRAW BALE BARRIER NOTE: PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE A RAIN GAUGE ON SITE IN ACCORDANCE WITH THE GENERAL STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. ADDITIONALLY, THE CONTRACTOR SHALL MAINTAIN THE RAIN GAUGE ON SITE UNTIL THE CONSTRUCTION HAS COMPLETED AND THE REGISTRATION HAS BEEN TERMINATED. H , LINE E H E E T I - -- _ - - - -- n - .� PROVIDE 'AND INSTALL -; CESIT (' ) ' ` A=,39'37 9" } In,-12H.3 / ' , \ __ \ t\ \ • \� ( } ' \ ` \ Pkvl[)E\ AND INSTALL, 12" / / \ R1-193.0 DEI�TH MODIFIED RIPRAP, \ / 1 ! L � 133, 48' EgBemen t Teo Th \\ \ \ \ \., , DRAINAGE\CHANNEL FROIvj \ \ \ , PRO 'DE AND INST�' LL TEMPORARY EDINt Rp I Connecticut 'Hater Corhpany'- 1 \ , SEDIM[_NT TRAP TQ LIMIT pF L��2 25 �i } Vol.g J J I / } \ - - -- - ✓_ UN I T \ \ t 1 l I i r l ) ` c�9 \ ti \ �ISTU ZBAN E l f ' DRAINAGE AREA=�42,12'8.0 S.F. (0.1 '� 5)� 30. 4 \2684 P 1 2S9 / 1 \ I ; ` , ) \ ` \ ? 1 `l STORAGE\PROVIDED - 135�8CY \ 8 } 1 (Unk't 5) --}-_— / // / / // } / \ \\ ` I f'• \ �\ t\ 1 1 \ �\ ! \ \ f -- \ ` .\ \ \ i \ 'j STORAGE REQUIRED 129.6CY _� \ \ \ v ;TEMPORARY SEDIMENT( TRAP A- 1 An Power tom J l .�p7 I \ Ea ernent\To The�Connect� ut Light) \ RROVIDE AND INSTALL STO E CWf R ( k) PROVIDE D INSTALL MATERIA \ \ ol. 1747 , g. 15 MPOR\ '2p p >J y? v 1{ �` EDMAENT + And Thl Southern Nevi En land l l l \ STOCKPILE REA WITH A DOt7 9 j TRAP +�4 1, \ ` I ROW OF §ILI FENCE (TYP.) \ Tell?ph 1992Pg. p 14� \ \--------------� �\`` _ -- t \ / Ev ree c11)<, 4 -�8\�p h7 i \ / \ \ , Te orar Const uction ase en 1n\Favor Pf Evergreen Cr sings R.et,r�ment Comrr?unit�i LLB f \ \ �_ \ `` \ \ \ \ \ \ \ \ ` \ \ \ ` \ ti V A 264 P 28+2 \ \ \ r Ri arion Buffer - _ - - - / t \ i PROVIDE AND\INSTALL ��r1i 9 �2 13 \ y \ \ \ \ \ \ / \ p \ 1 \ \ / / / } 1 / \\ - /,- _- , / \ \ \ \ \ \ �s----mac 1 \ I r Boundary ? \ _._ / / i / / ! '/ TEMPORARY DIVERSION SWALE / •. An Po.� \ \ \p \ 9 / / / \ r r \ \ \ O / / 1,� 135 \ C ` \ \ •\ \ -` \\ \ \ \ \ / / r \ �� \\ \ } / \ \ i ! / Woterine S W BALE ARIER \ 11 =- ~ I \ r r i \ / `YP TEMP. EMERGENCY-` O % \ \ - - = �'` '`-` / �? \�` _ — '�`i \ - _ •% /)//f/ // 9� -� } ( ) WEIR ELEV. = 2.75'PIABOVE \\ ,\� -_ -/ ' �_ - - -} A.�•�\.�` ` \ �. ! ( ? j { / L \ j ` _ - f` ` .• BOTTOM OF TEMP. SD. TRAP,/ \\\ \\ \ ` _ _- =. 6�'0 ! j / -423 _ \ 014 _ ,. 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F55 N67d58'2n vv.---I—A--� V N21'20'26"E---- g 1 _„•r f 1 Easement To The Connecticut Light And Power Company Vol. 2700 Pg. 155 -/ CD �,,:,.% ,\ S89'31'02"W Vv'"viu Navy' 00 REFER TO SHEET EC-3 FOR EROSION AND SEDIMENT CONTROL NOTES S48'E 138. -z 16NU M&Al4n t Tc 0N,9 C1WNice =131� 2700 Pc, =120.6 A=49 33 t+6- R=1 4-5.00' L=125.52' CHD=S24'0:: 121.63' / San TF= i .--- S0'44Y, / 15.08' 1 G� GRAPHIC SCALE 40 20 0 40 SCALE IN FEET N � C C J) •� .0 U �> Qww MJ I 100 Constitution Plaza, 10th Floor Hartford, CT 06103 (860)249-2200 (860) 249-2400 Fax :t41C,htl0. UN.Y0.l ltC C— T � E C'! U ® U J ® L , p , e7 E Z O < Z�,,� U E O n LU � L0 1-- L.L_( ::D W U) U) I- LLI W 0 O o U U z z _° 0 L O - 2 2 < w 0 w � a o z 00 = z 0 z LU N wQ d w � ago 0 owow o Q Q O NNNGV o Z o C-4 1 -1 U N o" ` Cl) W N O O x C') O 7 _ N co V v U X Designed J.A.B. oDrawn S.E.L. Reviewed v M Scale 1 "=40' X Project No. 13C4718 o Date 09/18/2019 F- CAD File: M EC13C471801 v M Title SEDIMENT AND M N EROSION X CONTROL PLAN PHASE 1 M U Sheet No. x EC-2 U M 0 m X 2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. ROSION CONTROL LEGEND PROPERTY LINE - - - -LOD- LIMIT A DISTURBANCE AND SITEWORK Y CONTRACK LIMIT LINE ; . ` - . \• . I `\ ` . i � 1 - ; ) � � � � I I I 22` a 1. I � � _ - - - - SAWCUT LINE :\ I l j : ! ' : ). ' I. ,: j 1 j \ Jam` PROVIDE rAND INSTA '� T I I `� semen rA rke ,\ \ I i { EROSION/ CO TROL � \ l 1. l I t a T r e 1 / a 'ems}. r. \ -SF SF SILT FENCE ) {asem n ) ) Q MATTIN T SLOPES :1 i . i Vol 91 97 , g. an \ ! \ : I /. I ) 1 C nnecOf0t! Wa er ® \ f 1. 1 1 /// i OR GR R N /F \ 1 r7 SILT SACK INLET - � / � j mpar�y � J (TYP.) i { :. l P ' I ,If j' jI L.1 PROTECTION \ ` i I / J. 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Drawn S.E.L. Kf-' V IC--'V'Jed Scale 1 "=40' Project No. 13C4718 Date 09/18/2019 CAD File: EC 13C471801 Title SEDIMENT AND EROSION CONTROL PLAN (PHASE 2) auooxwe�evoroweoeaunataue.:u usw,wauws».w,w�ai Sheet No. EC-3 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. 0 N O (V OGG QIH C MT R o L LEONEN!J o PROPERTY LINE LOD LIMIT OF DISTURBANCE AND SITEWORK CONTRACK LIMIT LINE - — — — — — — — — — - SAWCUT LINE —SF SF SILT FENCE ®r,� L .] 4 SILT SACK INLET PROTECTION EROSION CONTROL BLANKET TEMPORARY MATERIAL STOCKPILE CONCRETE WASH PIT CONSTRUCTION ENTRANCE TEMPORARY DIVERSION SWALE STONE CHECK DAM STRAW BALE BARRIER NOTE: PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE A RAIN GAUGE ON SITE IN ACCORDANCE WITH THE GENERAL STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. ADDITIONALLY, THE CONTRACTOR SHALL MAINTAIN THE RAIN GAUGE ON SITE UNTIL THE CONSTRUCTION HAS COMPLETED AND THE REGISTRATION HAS BEEN TERMINATED. NOTE: PHASE 2 ASSUMES PROPOSED IMPERVIOUS AREAS ARE COVERED WITH A NON-ERODABLE SURFACE COVER AND CATCH BASIN GRATES ARE A MINIMUM OF 2" ABOVE THE CURRENT GRADE. l V_V \ \ \ Riparian Buffer ` Boundary j \ \ A�91. 2428 Pg. 67 I ,—Milo L STRAW ''I — '89 — v REFER TO SHEET EC-3 FOR EROSION AND S o 0 t NT CONTROL NOTES S48` 138. ;: t TC, 2700 Pg A 49°35'48' R =14-5. 00' L=125, 52' CHD=S24°0.` 121.63' l San TP= S0'44Y, 15.08' T N/F GRAPHIC SCALE 40 20 0 40 SCALE IN FEET 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860)249-2400 Fax W LM cv U U CL 0 0 0 w -7 J uJ �C IZ n Z O � Z U r-1 0 rn w U Z 02 Lo �--- F_ LLI ::D n� V) 21 z z w w 0 O z0 Z o 0O t f 13� Q O Z O O W d W ((L a)0 W 0 w 0 Q 0� Q Q U Cl) 0 X O NO N N p Z O O O O O R_�,, Cl) Cl) O` Nco U W 0 0 7- W X M O O Z N (M -' v U co X Designed J.A.B. N Drawn S.E.L. 0 Reviewed Scale 1 "=40' X Project No. 13C4718 Date 09/18/2019 CAD File: M EC13C471801 U M Title SEDIMENT AND M N EROSION X CONTROL PLAN 00 PHASE 2� M X Sheet No. EC-4 U M 0 m N X BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. SIMM NTAND EROSON CONTROL NOTES SEDIMENT & EROSION CONTROL NARRATIVE 3. AS GENERAL GRADING OPERATIONS PROGRESS, ANY TEMPORARY DIVERSION DITCHES SHALL BE RAISED OR LOWERED, AS 5. THE CONTRACTOR SHALL CONSTRUCT ALL SEDIMENT AND EROSION CONTROLS IN ACCORDANCE WITH THE 2002 CONNECTICUT THE SEDIMENT AND EROSION CONTROL PLAN WAS DEVELOPED TO PROTECT THE EXISTING ROADWAY AND STORM DRAINAGE NECESSARY, TO DIVERT SURFACE RUNOFF TO THE SEDIMENT BASINS OR SEDIMENT TRAPS. GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, LATEST EDITION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, SYSTEMS, ADJACENT PROPERTIES, AND ANY ADJACENT WETLAND AREA AND ANY ADJACENT WATER COURSE FROM SEDIMENT AND AS DIRECTED BY THE MUNICIPALITY AND/OR INLAND WETLANDS AGENCY/CONSERVATION COMMISSION. THE CONTRACTOR LADEN SURFACE RUNOFF AND EROSION. A CONSTRUCTION SEQUENCE IS PROVIDED TO PROVIDE SURFACE RUNOFF EROSION PLACEMENT OF DRAINAGE STRUCTURES, UTILITIES, AND BUILDING CONSTRUCTION OPERATIONS. SHALL KEEP A COPY OF THE GUIDELINES ON -SITE FOR REFERENCE DURING CONSTRUCTION. CONTROLS PRIOR TO THE BEGINNING OF PROJECT DEMOLITION AND/OR CONSTRUCTION. 1 SILT FENCES SHALL BE INSTALLED ED AT THE DOWNHILL SIDES OF BUILDING EXCAVATIOKIC Win PUMP DISCHARGEQ AND •�� Y Il 11VIYJ, I __ J, 6. ADDITIONAL AND/UCR ALTERNATIVE SEDIMENT AND EROSION CONTROL MEASURES MAY BE INSTALLED DURING THE CONSTRUCTION SCHEDULE UTILITY TRENCH MATERIAL STOCKPILES. HAY BALES/STRAW BALES MAY BE USED IF SHOWN ON THE SEDIMENT AND EROSION CONSTRUCTION PERIOD IF FOUND NECESSARY BY THE CONTRACTOR, OWNER, SITE ENGINEER, MUNICIPALITY AND/OR INLAND THE ANTICIPATED STARTING DATE FOR CONSTRUCTION IS WINTER 2019 WITH COMPLETION SPRING 2021. APPROPRIATE CONTROL PLANS OR IF DIRECTED BY THE CIVIL ENGINEER. WETLANDS AGENCY/CONSERVATION COMMISSION, OR GOVERNING AGENCIES. THE CONTRACTOR SHALL CONTACT THE OWNER SEDIMENT AND EROSION CONTROL MEASURES AS DESCRIBED HEREIN SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO THE AND APPROPRIATE GOVERNING AGENCIES FOR APPROVAL IF ALTERNATIVE CONTROLS OTHER THAN THOSE SHOWN ON THE COMMENCEMENT OF ALL DEMOLITION OR CONSTRUCTION ACTIVITY. SCHEDULE WORK TO MINIMIZE THE LENGTH OF TIME THAT FINAL GRADING AND PAVING OPERATIONS PLANS ARE PROPOSED. BARE SOIL WILL BE EXPOSED. 1. ALL INLET AND OUTLET PROTECTION SHALL BE PLACED AND MAINTAINED AS SHOWN ON SEDIMENT AND EROSION CONTROL CONTINGENCY EROSION PLAN PLANS AND DETAILS, AND AS DESCRIBED IN SPECIFICATIONS AND AS DESCRIBED HEREIN. 7• TriE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROLS BEFORE AND AFTER EACH STORM k0.25 INCHES THE CONTRACTOR SHALL INSTALL ALL SPECIFIED SEDIMENT AND EROSION CONTROL MEASURES AND WILL BE REQUIRED TO OR GREATER RAINFALL), OR AT LEAST WEEKLY, TO VERIFY THAT THE CONTROLS ARE OPERATING PROPERLY AND MAKE MAINTAIN THEM IN THEIR INTENDED FUNCTIONING CONDITION. THE AGENTS OF THE MUNICIPALITY AND/OR INLAND WETLANDS 2. NO CUT OR FILL SLOPES SHALL EXCEED 2:1 EXCEPT WHERE STABILIZED BY ROCK FACED EMBANKMENTS OR EROSION REPAIRS WHERE NECESSARY. AGENCY/CONSERVATION COMMISSION AND/OR CIVIL ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUPPLEMENTAL CONTROL BLANKETS, OR JUTE MESH AND VEGETATION. ALL SLOPES SHALL BE SEEDED, AND ANY ROAD OR DRIVEWAY MAINTENANCE OR ADDITIONAL MEASURES IF FIELD CONDITIONS ARE ENCOUNTERED BEYOND WHAT WOULD NORMALLY BE SHOULDER AND BANKS SHALL BE STABILIZED IMMEDIATELY UPON COMPLETION OF FINAL GRADING UNTIL TURF IS ESTABLISHED. ANTICIPATED. 3. PAVEMENT SUB -BASE AND BASE COURSES SHALL BE INSTALLED OVER AREAS 10 BE PAVED AS SOON AS FINAL CONSTRUCTION SEQUENCE SUB -GRADES ARE ESTABLISHED AND UNDERGROUND UTILITIES AND STORM DRAINAGE SYSTEMS HAVE BEEN INSTALLED. THE FOLLOWING CONSTRUCTION SEQUENCE IS RECOMMENDED: 1. CONTACT MUNICIPALITY AND/OR INLAND WETLANDS AGENCY/CONSERVATION COMMISSION AGENT AT LEAST FORTY-EIGHT 4. AFTER CONSTRUCTION OF PAVEMENT, TOPSOIL, FINAL SEED, MULCH AND LANDSCAPING, REMOVE ALL TEMPORARY SEDIMENT (48) HOURS PRIOR TO COMMENCEMENT OF ANY DEMOLITION, CONSTRUCT10N OR REGULATED ACTIVITY ON THIS PROJECT. AND EROSION CONTROL DEVICES ONLY AFTER ALL AREAS HAVE BEEN PAVED AND/OR GRASS HAS BEEN WELL ESTABLISHED AND THE SITE IS STABLE AND HAS BEEN INSPECTED AND APPROVED BY THE MUNICIPALITY AND,/OR INLAND WETLANDS ^� -INLAND AGEIV h.I zC^vN SER VATI OIV h.O1V1MISSIVN. 2. CLEARING LIMAS SHALL BE PHYSICALLY MARKED IN THE FIELD AND APPROVED BY THE MUNICIPALITY AND/OR / WETLANDS AGENCY/CONSERVATION COMMISSION AGENT PRIOR TO THE START OF WORK ON THE SITE. INSTALL TREE PROTECTION AND PERIMETER SILT FENCE. INSTALLATION OF SEDIMENTATION AND EROSION CONTROL MEASURES 3. CONSTRUCT STONE CONSTRUCTION ENTRANCE ANTI -TRACKING PADS AT CONSTRUCTION ENTRANCES/EXITS AND INSTALL FILTER FABRIC AROUND GRATES OF CATCH BASINS OR INSTALL SILT SACKS ON CATCH BASIN INLETS ON OFF SITE ROADS. INSTALL SILT FErICE AND OTHER EROSI014 lC..VIVIRVL DEVICES IINDICATED VN -1HESE PLANS HI PERIMETER OF PRVPVSED Si1c DISTURBANCE AND INSTALL ALL EROSION CONTROL MEASURES AND TREE PROTECTION INDICATED ON THESE PLANS. INSTALL SEDIMENT BASINS AND SEDIMENT TRAPS IF REQUIRED AT LOW AREAS OF SITE OR AS ORDERED BY THE ENGINEER OR AS SHOWN ON THESE PLANS. 4. CLEAR AND GRUB SITE. STOCKPILE CHIPS. STOCKPILE TOPSOIL. INSTALL SEDIMENT AND EROSION CONTROLS AT STOCKPILES. 5. SITE DEMOLITION AND REMOVAL. 6. INSTALL SILT FENCE, CONSTRUCT DIVERSION SWALES AND SEDIMENT TRAPS. COMMENCE INSTALLATION OF STORM DRAINAGE SYSTEM. 7. COMMENCE EARTHWORK. CONSTRUCT FILL SLOPE AND RETAINING WALLS. INSTALL ADDITIONAL SEDIMENT AND EROSION CONTROLS AS WORK PROGRESSES AND CONTINUE STORM DRAINAGE SYSTEM CONSTRUCTION, TOPSOIL AND SEED SLOPES WHICH HAVE ACHIEVED FINAL SITE GRADING. 8. CONSTRUCTION STAKING OF ALL BUILDING CORNERS, UTILITIES, ACCESS DRIVES, AND PARKING AREAS. 9. ROUGH GRADING AND FILLING OF SUBGRADES AND SLOPES. 10. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION. 11. BEFORE DISPOSING OF SOIL OR RECEIVING BORROW FOR THE SITE, THE CONTRACTOR MUST PROVIDE EVIDENCE THAT EACH SPOIL OR RORROW ARFA HAS A SFDIMFNT AND FROSInN CnNITRnl PI AN APPPnVFn AY THE MI INIC IPAI ITY ANn/C1R INI ANTI WETLANDS AGENCY/CONSERVATION COMMISSION AND WHICH IS BEING IMPLEMENTED AND MAINTAINED. THE CONTRACTOR SHALL ALSO NOTIFY THE MUNICIPALITY AND/OR INLAND WETLANDS AGENCY/CONSERVATION COMMISSION IN WRITING OF ALL RECEIVING SPOIL AND BORROW AREAS WHEN THEY HAVE BEEN IDENTIFIED. 12. CONTINUE INSTALLATION OF STORM DRAINAGE AS SUBGRADE ELEVATIONS ARE ACHIEVED. 13. BUILDING FOUNDATION SUBGRADE AND PAD SUBGRADE PREPARATION. 14. BUILDING FOUNDATION CONSTRUCTION. BEGIN BUILDING SUPERSTRUCTURE 15• THROUGHOUT CONSTRUCTION SEQUENCE, REMOVE SEDIMENT FROM BEHIND SILT FENCES, HAY BALES AND OTHER EROSION CONTROL DEVICES, AND FROM SEDIMENT BASINS AND SEDIMENT TRAPS AS REQUIRED. REMOVAL SHALL BE ON A PERIODIC BASIS (EVERY SIGNIFICANT RAINFALL OF 0.25 INCH OR GREATER). INSPECTION OF SEDIMENT AND EROSION CONTROL MEASURES SHALL BE ON A WEEKLY BASIS AND AFTER EACH RAINFALL OF 0.25 INCHES OR GREATER. SEDIMENT COLLECTED SHALL BE DEPOSITED AND SPREAD EVENLY UPLAND ON SLOPES DURING CONSTRUCTION. 16. INSTALL SANITARY LATERAL AND UTILITIES. COMPLETE STORM DRAINAGE SYSTEM. 17. INSTALL SITE LIGHTING. 18. COMPLETE GRADING TO SUBGRADES AND CONSTRUCT PARKING AREA SUBGRADE. 19. CONSTRUCT CURBS, PAVEMENT STRUCTURE AND SIDEWALKS. 20. CONDUCT FINE GRADING. 21. CONSTRUCT OFF SITE ROADWAY IMPROVEMENTS. 22. PAVING OF PARKING AREAS AND DRIVEWAYS 23. FINAL FINE GRADING OF SLOPE AND NON -PAVED AREAS. 24. PLACE 4" TOPSOIL ON SLOPES AFTER FINAL GRADING IS COMPLETED. FERTILIZE SEED AND MULCH. SEED MIXTURE TO BE INSTALLED APRIL 15 - JUNE 1 OR AUGUST 15-OCTOBER 1 USE EROSION CONTROL BLANKETS AS REQUIRED OR ORDERED FOR SLOPES GREATER THAN 3:1 AND AS SHOWN ON LANDSCAPE PLANS OR EROSION CONTROL PLANS. FOR TEMPORARY STABILIZATION BEYOND SEEDING DATES USE ANNUAL RYE AT 4.0 LBS/1,000 S.F. FERTILIZE WITH 10-10-10 AT 1.0 LBS. OF NITROGEN PER 1,000 S.F. AND LIME AT 100 LBS/1,000 S.F. (MAX.). 25. LANDSCAPE ISLANDS, INTERIOR NON -PAVED AREAS, AND PERIMETER AREAS. 26. INSTALL SIGNING AND PAVEMENT MARKINGS 27. CLEAN STORM DRAINAGE PIPE STRUCTURES, DETENTION SYSTEMS AND WATER QUALITY DEVICES OF DEBRIS AND SEDIMENT. 28. UPON DIRECTION OF THE MUNICIPALITY AND/OR INLAND WETLANDS AGENCY/CONSERVATION COMMISSION AGENT, SEDIMENT AND EROSION CONTROL MEASURES SHALL BE REMOVED FOLLOWING STABILIZATION OF THE SITE. OPERATION REQUIREMENTS CLEARING AND GRUBBING OPERATIONS 1. ALL SEDIMENT AND EROSION CONTROL MEASURES, INCLUDING THE CONSTRUCTION OF TEMPORARY SEDIMENTATION BASINS AND STONE CONSTRUCTION ENTRANCE ANTI -TRACKING PADS, WILL BE INSTALLED PRIOR TO THE START OF CLEARING AND GRUBBING AND DEMOLITION OPERATIONS. 2. FOLLOWING INSTALLATION OF ALL SEDIMENT AND EROSION CONTROL MEASURES, THE CONTRACTOR SHALL NOT PROCEED WITH GRADING, FILLING OR OTHER CONSTRUCTION OPERATIONS UNTIL THE ENGINEER HAS INSPECTED AND APPROVED ALL INSTALLATIONS. 3. THE CONTRACTOR SHALL TAKE EXTREME CARE DURING CLEARING AND GRUBBING OPERATIONS SO AS NOT TO DISTURB UNPROTECTED WETLAND AREAS OR SEDIMENT AND EROSION CONTROL DEVICES. 4. FOLLOWING THE COMPLETION OF CLEARING AND GRUBBING OPERATIONS, ALL AREAS SHALL BE STABILIZED WITH TOPSOIL AND SEEDING OR CRUSHED STONE AS SOON AS PRACTICAL. ROUGH GRADING OPERATIONS 1. DURING THE REMOVAL AND/OR PLACEMENT OF EARTH AS INDICATED ON THE GRADING PLAN, TOPSOIL SHALL BE STRIPPED AND APPROPRIATELY STOCKPILED FOR REUSE. 2. ALL STOCKPILED TOPSOIL SHALL BE SEEDED, MULCHED WITH HAY, AND ENCLOSED BY A SILTATION FENCE. FILLING OPERATIONS 1. PRIOR TO FILLING, ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE PROPERLY IMPLEMENTED, MAINTAINED AND FULLY INSTALLED, AS DIRECTED BY THE ENGINEER AND AS SHOWN ON THIS PLAN. 2. ALL FILL MATERIAL ADJACENT TO ANY WETLAND AREAS, IF APPLICABLE TO THIS PROJECT, SHALL BE GOOD QUALITY, WITH LESS THAN 5% FINES PASSING THROUGH A #200 SIEVE (BANK RUN), SHALL BE PLACED IN LIFT THICKNESSES NOT GREATER THAN THAT SPECIFIED IN PROJECT SPECIFICATIONS AND/OR THE PROJECT GEOTECHNICAL REPORT. LIFTS SHALL BE COMPACTED TO 95% MAX. DRY DENSITY MODIFIED PROCTOR OR AS SPECIFIED IN THE CONTRACT SPECIFICATIONS OR IN THE GEOTECHNICAL REPORT. I. SILTATION FENCE A. DIG A SIX INCH TRENCH ON THE UPHILL SIDE OF THE DESIGNATED FENCE LINE LOCATION. B. POSITION THE POST AT THE BACK OF THE TRENCH (DOWNHILL SIDE), AND HAMMER THE POST AT LEAST 1.5 FEET INTO THE GROUND. C. LAY THE BOTTOM SIX INCHES OF THE FABRIC INTO THE TRENCH TO PREVENT UNDERMINING BY STORM WATER RUN-OFF. D. BACKFILL THE TRENCH AND COMPACT. II. HAY BALES/STRAW BALES A. BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE, ORIENTED PARALLEL TO THE CONTOUR, WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. B. BALES SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE WIDTH OF A BALE AND THE LENGTH ^VF IHE PfOCVPVSEO BARRIER TO A MINIMUM DEPTH VF FOUR IIVCHES. AFIGR THE BALES ARE STAKED, TITLE r-A%,M VA ICU SOIL SHALL BE BACKFILLED AGAINST THE BARRIER. C. EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST TWO (2) STAKES. D. THE GAPS BETWEEN BALES SHALL BE WEDGED WITH STRAW TO PREVENT WATER LEAKAGE. E. THE BARRIER SHALL BE EXTENDED TO SUCH A LENGTH THAT THE BOTTOMS OF THE END BALES ARE HIGHER IN ELEVATION THAN THE TOP OF THE LOWEST MIDDLE BALE, TO ENSURE THAT RUN-OFF WILL FLOW EITHER THROUGH OR OVER THE BARRIER, BUT NOT AROUND IT. OPERATION AND MAINTENANCE OF SEDIMENT AND EROSION CONTROL MEASURES I. SILTATION FENCE A. ALL SILTATION FENCES SHALL BE INSPECTED AS A MINIMUM WEEKLY OR AFTER EACH RAINFALL. ALL DETERIORATED FABRIC AND DAMAGED POSTS SHALL BE REPLACED AND PROPERLY REPOSITIONED IN ACCORDANCE WITH THIS PLAN. B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THEY EXCEED A HEIGHT OF ONE FOOT. II. HAY BALES/STRAW BALES A. ALL HAY BALE/STRAW BALE RINGS SHALL BE INSPECTED FOLLOWING EACH RAINFALL. REPAIR OR REPLACEMENT SHALL BE PROMPTLY MADE AS NEEDED. B. DEPOSITS SHALL BE REMOVED AND CLEANED -OUT IF ONE HALF OF THE ORIGINAL HEIGHT OF THE BALES BECOMES FILLED WITH SEDIMENT. III. SEDIMENT BASINS/SEDIMENT TRAPS A. CONTRACTOR TO KEEP WEEKLY CHECKLIST LOGS FOR INSPECTIONS OF ALL SEDIMENT AND EROSION CONTROL DEVICES AND HAVE THEM READILY AVAILABLE ON -SITE AT ALL TIMES FOR INSPECTION BY DEEP, LOCAL AUTHORITIES OR ENGINEER. B. ALL SEDIMENT BASINS AND/OR SEDIMENT TRAPS SHALL BE INSPECTED FOLLOWING EACH RAINFALL. REPAIR OF SLOPES SHALL BE PROMPTLY MADE AS NEEDED. C. SEDIMENT DEPOSITS SHALL BE REMOVED FROM SEDIMENT BASINS AND/OR SEDIMENT TRAPS WHEN THEY EXCEED A HEIGHT OF ONE FOOT UNLESS OTHERWISE INDICATED ON THE EROSION CONTROL PLANS AND DETAILS TO BE AT A SPECIFIC ELEVATION PER CLEAN OUT MARKERS. D. SEDIMENT SHALL BE DISPOSED OF ON -SITE OR AS DIRECTED BY THE ENGINEER AND LOCAL GOVERNING OFFICIALS. SEE SEDIMENT AND EROSION CONTROL NOTES HEREIN REGARDING DISPOSAL REQUIREMENTS FOR OFF SITE SPOIL DISPOSAL. SEDIMENT AND EROSION CONTROL PLAN 1. HAY BALE/STRAW BALE FILTERS WILL BE INSTALLED AT ALL CULVERT OUTLETS IF CULVERT OUTLETS ARE APPLICABLE TO THIS PROJECT AND SILTATION FENCE INSTALLED ALONG THE TOE OF ALL CRITICAL CUT AND FILL SLOPES. 2. CULVERT DISCHARGE AREAS WILL BE PROTECTED WITH RIP RAP CHANNELS. ENERGY DISSIPATORS WILL BE INSTALLED AS SHOWN ON THESE PLANS AND AS NECESSARY. 3. CATCH BASINS WILL BE PROTECTED WITH HAY BALE/STRAW BALE FILTERS, SILT SACKS, SILTATION FENCE, OR OTHER INLET PROTECTION DEVICES PER DETAILS, THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED AREAS ARE THOROUGHLY STABILIZED. 4. ALL SEDIMENT AND EROSION CONTROL MEASURES WILL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, LATEST EDITION. 5. SEDIMENT AND EROSION CONTROL MEASURES WILL BE INSTALLED PRIOR TO DEMOLITION AND/OR CONSTRUCTION WHENEVER POSSIBLE. 6. ALL CONTROL MEASURES WILL BE MAINTAINED IN EFFECTIVE CONDITION THROUGHOUT THE DEMOLITION AND CONSTRUCTION PERIOD UNTIL THE SITE IS DETERMINED TO BE STABILIZED BY THE AUTHORITY HAVING JURISDICTION. 7. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION PERIOD, IF NECESSARY OR REQUIRED OR AS DIRECTED BY THE CIVIL ENGINEER OR BY THE AUTHORITY HAVING JURISDICTION. 8. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE DISPOSED IN A MANNER WHICH IS CONSISTENT WITH THE INTENT AND REQUIREMENTS OF THE SEDIMENT AND EROSION CONTROL PLANS, NOTES, AND DETAILS. 9. THE CONTRACTOR IS ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS SEDIMENT AND EROSION CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFICATION OF THE MUNICIPALITY AND/OR INLAND WETLANDS AGENCY/CONSERVATION COMMISSION OFFICE OR AUTHORITY HAVING JURISDICTION OF ANY TRANSFER OF THIS RESPONSIBILITY AND FOR CONVEYING A COPY OF THE SEDIMENT AND EROSION CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. SEDIMENT AND EROSION CONTROL NOTES 1. THE SEDIMENT AND EROSION CONTROL PLAN IS ONLY INTENDED TO DESCRIBE THE SEDIMENT AND EROSION CONTROL TREATMENT FOR THIS SITE. SEE SEDIMENT AND EROSION CONTROL DETAILS AND CONSTRUCTION SEQUENCE. REFER TO SITE PLAN FOR GENERAL INFORMATION AND OTHER CONTRACT PLANS FOR APPROPRIATE INFORMATION. 2. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING THIS SEDIMENT AND EROSION CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE PROPER INSTALLATION AND MAINTENANCE OF SEDIMENT AND EROSION CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED WITH CONSTRUCTION ON THE SITE OF THE REQUIREMENTS AND OBJECTIVES OF THIS PLAN, INFORMING THE AUTHORITY HAVING JURISDICTION OR INLAND WETLANDS AGENCY/CONSERVATION COMMISSION OF ANY TRANSFER OF THIS RESPONSIBILITY, AND FOR CONVEYING A COPY OF THE SEDIMENT & EROSION CONTROL PLAN IF 'THE TITLE TO THE LAND IS TRANSFERRED. 3. AN EROSION CONTROL BOND MAY BE REQUIRED TO BE POSTED WITH THE TOWN OF SOUTH WINDSOR TO ENSURE IMPLEMENTATION OF THE SEDIMENT AND EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POSTING OF THIS BOND AND FOR INQUIRIES TO THE TOWN OF SOUTH WINDSOR FOR INFORMATION ON THE METHOD, TYPE AND AMOUNT OF THE BOND POSTING UNLESS OTHERWISE DIRECTED BY THE OWNER. 4. VISUAL SITE INSPECTIONS SHALL BE CONDUCTED WEEKLY, AND AFTER EACH MEASURABLE PRE=CIPITATION EVENT OF 0.25 INCHES OR GREATER BY QUALIFIED PERSONNEL, TRAINED AND EXPERIENCED IN SEDIMENT AND EROSION CONTROL, TO ASCERTAIN THAT THE SEDIMENT AND EROSION CONTROL (E&S) BMPS ARE OPERATIONAL AND EFFECTIVE IN PREVENTING POLLUTION. A WRITTEN REPORT OF EACH INSPECTION SHALL BE KEPT, AND INCLUDE: A)A SUMMARY OF THE SITE CONDITIONS, E&S BMPS, AND COMPLIANCE; AND B)THE DATE, TIME, AND THE NAME OF THE PERSON CONDUCTING THE INSPECTION C)TURBIDITY TESTING AS REQUIRED BY THE GENERAL PERMIT (NPDES) 8. THE CONTRACTOR SHALL KEEP A SUPPLY OF SEDIMENT AND EROSION CONTROL MATERIAL (HAY BALES, SILT FENCE, JUTE MESH, RIP RAP, ETC.) ON -SITE FOR MAINTENANCE AND EMERGENCY REPAIRS. 9. PROTECT EXISTING TREES THAT ARE TO BE SAVED BY FENCING AT THE DRIP LINE OR AS SHOWN WITH SNOW FENCE, ORANGE SAFETY FENCE, OR EQUIVALENT FENCING. ANY LIMB TRIMMING SHOULD BE DONE BEFORE CONSTRUCTION BEGINS IN THAT AREA; FENCING SHALL BE MAINTAINED AND REPAIRED DURING CONSTRUCTION. 10. INSTALL PERIMETER SEDIMENT AND EROSION CONTROLS PRIOR TO CLEARING OR CONSTRUCTION. ALL CONSTRUCTION SHALL BE CONTAINED WITHIN THE LIMIT OF DISTURBANCE; WHICH SHALL BE MARKED WITH SILT FENCE, SAFETY FENCE, HAY BALES, RIBBONS, OR OTHER MEANS PRIOR TO CLEARING. CONSTRUCTION ACTIVITY SHALL REMAIN ON THE UPHILL SIDE OF THE SILT FENCE UNLESS WORK IS SPECIFICALLY CALLED FOR ON THE DOWNHILL SIDE OF THE FENCE. 11. STONE CONSTRUCTION ENTRANCE ANTI -TRACKING PADS SHALL BE INSTALLED AT START OF CONSTRUCTION AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. THE LOCATION OF THE CONSTRUCTION ENTRANCE TRACKING PADS MAY CHANGE AS VARIOUS PHASES OF CONSTRUCTION ARE COMPLETED. 12. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. ALL EARTH STOCKPILES SHALL HAVE HAY BALES OR SILT FENCE AROUND THE LIMIT OF PILE. PILES SHALL BE TEMPORARILY SEEDED IF PILE IS TO REMAIN IN PLACE FOR MORE THAN ONE (1) MONTH. 13. SEDIMENT BASINS AND SEDIMENT TRAPS SHALL PROVIDE 134 CUBIC YARDS OF SEDIMENT STORAGE PER ACRE CONTRIBUTING TO THE BASIN. PROVIDE BASIN VOLUMES FOR ALL DISTURBANCE ON SITE. 14. COMPLY WITH REQUIREMENTS OF CGS SECTION 22A 430B, FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES AND WITH DEEP RECORD KEEPING AND INSPECTION REQUIREMENTS. 15. STONE CONSTRUCTION ENTRANCE ANTI -TRACKING PADS SHALL BE INSTALLED PRIOR TO ANY ON SITE EXCAVATION AND SHALL BE MAINTAINED DURING ALL DEMOLITION, EXCAVATION AND CONSTRUCTION ACTIVITIES. 16. MINIMIZE LAND DISTURBANCES. SEED AND MULCH DISTURBED AREAS WITH TEMPORARY MIX AS SOON AS PRACTICABLE (ONE WEEK MAXIMUM UNSTABILIZED PERIOD) USING PERENNIAL RYEGRASS AT 40 LBS PER ACRE. MULCH ALL CUT AND FILL SLOPES AND SWALES WITH LOOSE HAY AT A RATE OF 2 TONS PER ACRE. IF NECESSARY, REPLACE LOOSE HAY ON SLOPES WITH EROSION CONTROL BLANKETS OR JUTE CLOTH. MODERATELY GRADED AREAS, ISLANDS, AND TEMPORARY CONSTRUCTION STAGING AREAS MAY BE HYDROSEEDED WITH TACKIFIER. 17. MAINTAIN EXISTING PAVED AREAS FOR CONSTRUCTION STAGING FOR AS LONG AS POSSIBLE. 18. SILT FENCE AND OTHER SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH CONTRACT DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS PRIOR TO WORK IN ANY UPLAND AREAS. 10 • FXrr'A VA TED AA ATFDi AL FR^AA 7r6ADl)DADV QII T TO ADQ AAI IQT RC QTn(1VDII CIl (1AI I IDWI I I C1r197 AC' CII T C'C'AI!'C' VIYI ILIYII VI\!ll\1 JILT II\Ill J IYIVJt UL JIVVI\I ILLV Vltl VI HILL J1VL VI JILT ILitl VL• 20. INSTALL SILT FENCE ACCORDING TO MANUFACTURER'S INSTRUCTION, PARTICULARLY, BURY LOWER EDGE OF FABRIC INTO GROUND. SILT FENCE SHALL BE TENCATE ENVIROFENCE, PROPER GEOTEX OR EQUIVALENT APPROVED BY THE CIVIL ENGINEER. FILTER FABRIC USED SHALL BE MIRAFI 10OX OR APPROVED EQUIVALENT. SEE SPECIFICATIONS FOR FURTHER INFORMATION. 21. WHERE INDICATED ON SEDIMENT AND EROSION CONTROL PLANS USE NEW NAY/STRAW BALES AND REPLACE THEM WHENEVER THEIR CONDITION DETERIORATES BEYOND REASONABLE USABILITY. STAKE BALES SECURELY INTO GROUND AND BUTT TIGHTLY TOGETHER TO PREVENT UNDERCUTTING AND BYPASSING. 22. INSTALL TEMPORARY DI VERSION DITCHES PLUNGE POOLS SEDIMENT BASINS, SEDIMENT N I ENT TRAPS, CONCRETE WASH PITS AND DEWATERING PITS AS SHOWN AND AS NECESSARY DURING VARIOUS PHASES OF CONSTRUCTION TO CONTROL RUNOFF UNTIL UPHILL AREAS ARE DETERMINED TO BE STABILIZED BY THE AUTHORITY HAVING JURISDICTION. LOCATION OF TEMPORARY SEDIMENT BASINS WILL REQUIRE REVIEW AND APPROVAL BY THE CIVIL ENGINEER AND AUTHORITY HAVING JURISDICTION. 23. DIRECT ALL DEWATERING PUMP DISCHARGE TO A SEDIMENT CONTROL DEVICE SUCH AS TEMPORARY PITS, SEDIMENT TRAP, SEDIMENT BASINS OR GRASS FILTERS WITHIN THE APPROVED LIMIT OF DISTURBANCE. DISCHARGE TO STORM DRAINAGE SYSTEM OR SURFACE WATERS FROM SEDIMENT CONTROLS SHALL BE CLEAR. 24. BLOCK END OF STORM SEWERS IN EXPOSED TRENCHES WITH BOARDS AND SANDBAGS AT THE END OF EACH WORKING DAY WHEN RAIN IS EXPECTED. 25. SWEEP AFFECTED PORTIONS OF OFF SITE ROADS ONE OR MORE TIMES A DAY (OR LESS FREQUENTLY IF TRACKING IS NOT A PROBLEM) DURING CONSTRUCTION. OTHER DUST CONTROL MEASURES TO BE USED AS NECESSARY INCLUDE WATERING DOWN DISTURBED AREAS, USING CALCIUM CHLORIDE, AND COVERING LOADS ON DUMP TRUCKS. 26. PERIODICALLY CHECK ACCUMULATED SEDIMENT LEVELS IN THE SEDIMENT BASINS AND SEDIMENT TRAPS DURING CONSTRUCTION AND CLEAN ACCUMULATED SILT WHEN NECESSARY OR WHEN ONE FOOT OF SEDIMENT HAS ACCUMULATED OR PER SPECIFIC CLEANOUT MARKER ELEVATION. CLEAN ACCUMULATED SEDIMENT FROM CATCH BASIN SUMPS AS NECESSARY AND AS DIRECTED BY THE CIVIL ENGINEER OR OWNER'S CONSTRUCTION REPRESENTATIVE. REMOVE ACCUMULATED SEDIMENT FROM BEHIND HAY/STRAW BALES AND SILT FENCE WHEN LEVEL REACHES HALF THE HEIGHT OF THE BALE OR ONE FOOT AT SILT FENCE. DISPOSE OF SEDIMENT LEGALLY EITHER ON OR OFF SITE. 27. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION. 28. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A SEDIMENT CONTROL BMP, SUCH AS A PUMPED WATER FILTER BAG OR EQUIVALENT SEDIMENT REMOVAL FACILITY, OVER UNDISTURBED VEGETATED AREAS. 29. ALL EXCAVATED MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF UTILITY AND STORM PIPE TRENCHES SO AS TO ALLOW THE TRENCH TO INTERCEPT ALL SILT LADEN RUNOFF. 30. CONTRACTOR SHALL ONLY EXCAVATE AS MUCH UTILITY AND STORM PIPE TRENCH WORK AS CAN BE COMPLETED, BACKFILLED AND STABILIZED IN ONE DAY SO AS TO LIMIT THE AMOUNT OF OPEN, DISTURBED TRENCHING. 31. ANY STOCKPILES OF STRIPPED MATERIALS ARE TO BE PERIODICALLY SPRAYED WITH WATER OR A CRUSTING AGENT TO STABILIZE POTENTIALLY WIND-BLOWN MATERIAL. HAUL ROADS BOTH INTO AND AROUND THE SITE ARE TO BE SPRAYED AS NEEDED TO SUPPRESS DUST. TRUCKS HAULING IMPORT FILL MATERIAL ARE TO BE TARPED TO AID IN THE CONTROL OF AIRBORNE DUST. DURING HIGH WIND EVENTS (20 TO 30 MPH SUSTAINED) CONSTRUCTION ACTIVITY SHALL BE LIMITED OR CEASED IF DUST CANNOT BE CONTROLLED BY WETTING. 32. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM OF 70% UNIFORM PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON -VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING OR OTHER MOVEMENTS UNLESS OTHERWISE DETERMINED BY THE AUTHORITY HAVING JURISDICTION. 33. MAINTAIN ALL PERMANENT AND TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. UPON COMPLETION OF WORK SWEEP PARKING LOT AND REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS WHEN AUTHORIZED BY AUTHORITY HAVING JURISDICTION. FILE NOT (NOTICE OF TERMINATION) WITH AUTHORITY HAVING JURISDICTION RESPONSIBLE FOR REGULATING STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES PER NPDES. - 0) O � (D (D 1D O O V) •� .0 U c- Qwwml $ 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860) 249-2200 (860)249-2400 Fax „i�C1F.. wi1w or ie E_ C1! U ® I- U Z UJ =D O I Z r1 m L O LU C) Z � z w zw 2 7- 0 O p Z U z O p oltLy �w:5a ozoo Z p z w 0 w 0 w o Q(YQ()f ®N CN Z O N O O O o o ` o W N N O O af Z N M V Designed J.A.B. Drawn S.E.L. Reviewed Scale NTS Project No, 13C4718 Date 09/18/2019 CAD File: EC13C471801 Title SEDIMENT AND EROSION CONTROL NOTES Sheet No. 2021 BL COMPANIES. INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. r--'\ z y EC-5 (I RUGA T M NOTES 1. THE CONTRACTOR SHALL SUBMIT A SCHEMATIC .: • • \ LAYOUT OF AN AUTOMATIC UNDERGROUND IRRIGATION ' • ' : J \ . ' ' : : �: - :.I : • ; .:. : • ' • ( ::: L : • : : •,: - ' : ' : '}: • : • : - 1 • : - :.: ?t \ I SYSTEM FOR REVIEW AND APPROVAL BY LANDSCAPE THE CONTRACTOR WITH THE PROJECT LANDSCAPE ARCHITECT AND OWNER jsLb ' , i REPRESENTATIVE T® REVIEW LIMIT LEGEND } . (:::: ; ::: ; • .asem&,!t-' o e ARCHITECT AND OWNERS REPRESENTATIVE. OF WORK. \ ' • :\ : \ . �.::: I : : :.:.:. • • f : :j.: : } }. : ::: nnectk-q Water + ' :'� : : \: :' :�: ::: .\• - ��:. : • r I' : f: ' •'f �: 'v 1.' 1,9,9Y pg. 2. AREAS TO BE IRRIGATED INCLUDE PARKING LOT 2• INVASIVE NON-NATIVE SPECIES SHALL BE ERADICATED OR REMOVED FROM } : • : - ' ,; ' - • ' - ' : � :: � :::::: ' . }: � I : • : • " ' ' . l: : • :: ' :.� : • :: : ::. " + + + I I TF ISLANDS, LAWN SEEDED AREAS AND SITE PERIMETER THE EXISTING STORMWATER MANAGEMENT AREA PRIOR TO THE START OF INSTALLATION OF NEW PLANT MATERIAL. _--- DECIDUOUS TREE \ : :. ' • '\: - :.\: ' ' .. . { " ' : 1 f : :.:: :.:: / I + + PLANTINGS ALONG EVERGREEN WAY. : �• • \. ;\' : \.. 1 I' ' ) j 1. �- i ( .1>pQ .rf5:• L + + I / i (SPECIES AS NOTED) • :\:: ; ::� • ; • :: t ; • �:::::: • _ - :. , / l-�s-�'� .. ' t I 3. ANY HERBICIDE USED FOR INVASIVE ERADICATION OR CONTROL SHALL BE \: r �••• L . •�•••• �:;.�.�.•. .-.' j + / 288. 0 3. THE CONTRACTOR SHALL SUBMIT IRRIGATION APPROVED BY THE OWNER'S REPRESENTATIVE AND APPLIED BY A LICENSED :} ' : : `: - •: '} ' : ' 't . ' :4 ' : - '. ' : : \:' : f' : /:�' : ::./"� :`: ' / / ,� ,.•` ..\• . + �, I / SYSTEM MATERIAL AND EQUIPMENT INFORMATION FOR PESTICIDE APPLICATOR. - �. J j . • / ,. _ I / / • :::`1l•:•`.• ` • o Q , / REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT EVERGREEN TREE 1 / Ip•v-9 .7 •- • ! p (SPECIES AS NOTED) \: ::: • : ) - : j:::::: : • /:: '/ f 'Al S � ( AND OWNER'S REPRESENTATIVE PRIOR TO �}. DISPOSAL OF INVASIVE PLANT MATERIAL SHALL COMPLY WITH CT DEEP tJbl / / TF=; INSTALLATION. GUIDELINES. SHRUB : • ).::: f % / `� _ Pe •� afian F - 1 # , E (SPECIES AS NOTED) a 4 INT SHE ;s,T N \ \} - a. MAXIMIZE THE PROTECTION OF NATIVE TREES AND SHRUBS AT THE LIMIT OF : ' / j • . • . I • : • ' :� ' ' • '/' Y-� f: • : / j j j I ,, j O i / j � = "-MIN. PTH) kT �N j} /" DISTURBANCE USING ORANGE CONSTRUCTION FENCING OR EQUIVALENT. ORNAMENTAL GRASS / - SPECIES AS NOTED) Stm MH 14' 4 5' �' j / / °�:.;� • / j 1 /; •' ® / / / '(YlG =`. _ 1 R=300,29' 6. THE CONTRACTOR HIRED TO REMOVE INVASIVE SPECIES AND APPLY SEED ' y a, \ / / / / / : ' ' •: ,: - �� r� -` .: \ 1t «, _ �'� MIX WITHIN THE EXISTING STORMWATER MANAGEMENT BASIN SHALL BE /� / / ' / `°° i ( i / _� _ ��t3�a ,�,�h • . ;-':,• �'�nae, ,ou,' \'} Stm MA`-- L=77,39' Z _ RESPONSIBLE FOR THE INSTALLATION AND ESTABLISHMENT OF THE SEED GROUNDCOVER )YE ANDrDISP SE OF INVASI r ,, #" / / �`' /.� r �Stc tyv `�. , r TF-117.94 f _� .�/EE CHD=S69'�1'04"E ,5P�CIES �/ �14TLR , : 1: % ,/ . / / / % .:• <. U •Ur :; o lnv=107.5(IV) 77.17' MIX. =M NT B�SIN! SE S'TEJ ��Dne / + r �' � ' c�.: '>> / _ 1 '. j.:... ,' r, . }}�" O 0 LAWN SEED MIXTURE Q`'•' '•,. s ':.;..WN Inv=10 4 f �, T DEfENTI N BASIN SEEb MIX / / ) ;:• R' •' / / / ( � `:y.t.• I:.`:-': : �' '= '\`o ' • : •`',� , EDP} Inv=113.=a(sE; E 7. DISTURBED AREAS SHALL BE SEEDED WITH DETENTION BASIN SEED MIX AS / / 9 T SLOPE SEED / %f• f, _ • .;�-c S62-'0 / SPECIFIED ON SHEET LL-2. 1 / i MIXTURE (TYP`� / �� Y: ;., i 1:;; ,. :� b •o :1 4 , 6.64' SLOPE SEED MIXTURE 1 PPF t} - - - / i / i i es � ;" '. `• Nl _'' x , < D +' .. '� / -: r t 1 TPG :1 _ 6-!u -- 2 _JV - - a- �ti - Shared Parking S ace >J 8 CS t S mI-A Easement In av r I T // ,! ��'-'� /� / .-- / .... - + ,- ..'{- "''• ,'ti�: y� �' • S� , f 4 8 IG _... .•.' _ m Of Units 12 1 / // / y '� // i .'.' ' t :r• • • : •:':` `r n ' fj'' ur Vol. 2415 Pg- 1 • •s a / - ..•.- • ) %_1 - � _ 1 3 JW - " C CB �i�%.�'`/ �j'�//!�/, // . 11 /lj f l' \ �:''• 1' rr ' / �/ //` / / /// �// / QO•' • 1` • ` f `x 1 ZSC� / / 1 %Y j 2 - `C•. ' t . '.^r * I ' V= 1 6. A INVASIVE SPECIES MANAGEMENT NOTES 1. PRIOR TO REMOVAL OF INVASIVE SPECIES WITHIN THE EXISTING STORMWATER MANAGEMENT BASIIN A MEETING SHALL BE CONDUCTED BY a /,'!� ••.••• ; �/ 1 ..1 r 1 / / 1 a••5 CS cfl Inv�1n6.8('VI J CS 1 R .. 74.7 1fARF ) 10 P1\ EFE 1 ARF E r ARF--1 `A�F�� 16 1G A 1 ZSG`. �20 HH l A In ` p , \ ll 1 GT 1 8 ) �" c16 CS '�% /-' �• / �\� / r' � ''� r ,. 1 t 1 � i-� � t , 1.� /V l � I ,h GT i \`� - %{ r ' 1 ' i 1 4' H D J0 0I l ,- .- -�1 , - r \\ ' t + / 1 \ ! �PG� �o•'�;•'••'lV Q A \ \\ 4 \ _ s 1 AR 0 1-I`. 7J (Son M PtA � _ ' / � � i � � .1 � ' / � -125.0 t • pP =\-- -- HH •' . 1\ \ \ 1 / r1g , TF=134.22 �P. } •/ j / @�. O `: '` \ \ \ 1 ZS,G \ 10 JC � 10 JC✓ efra ' r p.� \ 6 l> 131.2 E _ \ i (() 1 Z t Cox m I My=N A N/ rr� / , vo). 1 3 Pg, P { / FYF 4.2 JG � 1 ARF 1 ZS6 � �. �, in v- f ,� f 6 JP i 10 JC \ { i 1� 1 ZSG 0.5(S) \ !1 - - - 1 ZSQ ) l 32 PV �� 12 32 PV 10 JC2 PV \ ZS� \ �\ I 1 ARF \ V A10 PA \ \ 20 HH rr6 \ \ I t r . GT NIr nt T Th \ \ Real r 1 1_L.0 e r-ut IYaf.r any \ �- \ \ \ \ ' ` �' \: -R� r L ■ ■ 1 ' % .� • \ � '•. 110 / / % ZSG 1 S�6 \ rr 1 A `8 IG 45,000 SF /11 10 , \\ / / _ \ \ \ ` 6JC \ 1 6JC 8CS 1 ARF` \ T F_~ - \ , 7 { 1 RF 4 PV j 6 JP.;...:. 1.:.'.'. ; .. /. \ 1 ARF ti \. Y 1 6 �P / icu at r om any '. - .. - ,1 � ' 310 fed 1 GT � F-' C 11 6 p `t 2 JP 1 JP; - 11 JP 10 J I , + �.� - I r ancl01 -®1shared spaces) 0 HH % �16 P+% \ \\ \ F,�ARF f. 0� \ _ `\ \� _ _ l ` (>�r R-�`o ; GT . ` 3 JV 1 1 GT I \ r� _ i _ i •/ ' ) ! j �, Jr '.'.'.'.'. .... ....:� . - ... ,- _.. .... �' T -.n - - _. _ � I \ , 1/ZSG/ \ � 1�, � ,f {' / / ;• %� fi JP ( / C ( I ) I :\..... ... 12 JP ` fi / / ' \ \ IE r t, 10 G '1A Fitness., to I-tl o _ 1 J 1 ARF, t ... - . SSG / , \ >>S 10 { I ' \' ~ \ \ •�'` \ (Pipe oca } 1• GT F N I i":'-\-�.:a--. • i'- '•�,' :�'. ".i.. i i i i i i i i � i L� r� _ �--�\ �. t ray . • : `I,; i j a \ . I, t.. 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'I ..�. .,I .�. .�. .\{ � ' ' 't {,--,r,d-I Prhr�i n )?f � _wv' r,� � 1� I � T, �.�.. r ,.. ., , .a t ,� t -. :_� , , - - .1 . m' /Y1 - m !Yt m ! e,. 1fit -s ,.., , y _ _1 \ • }1 P F � Wig `, `' .. i._ -,r • ti~.. o -', , t `.� ` 6 „PA _ BE :� v .e �� is D r v 'IEL � 1 GT �"° { �.. .\. / E � "- a• � .. ai .- • �. \ \ } I ` _ \ I r MULCH BED _\: • } \ 1© \ \ \ \ \ o I _ - ` ` \ \ ` I ) I `ram` - I I BETWEEN CURB 11711 j a3 G� '( �� \ ) f.,N :v x. S AND WALL \ �/ i 1 G \ \ \ 1 / \ i \ I { ( \ ) ) Q. . d { ? o en ( To Yonl<e { f j 8 0� 0',\ • , \ \ 12 J' \ \ `, \ / I JC / l J - 9 PA�j ; • ` `� r } i 1 } ` `v X ,1 v° \ v 'v �° i ' .� I G� 5• viCes --� - 4 ZSG \ \ \ 1 ZSG hry \ jM 1 1 A F /1 ARF l 19 - / ) I PPF (• { Yam, \ \ / �;,•//: ,: `�' ! i / I ` \ `� a ` ` - _ �. S j �� '}• i _ I ,, _- 0 -/j -`/ � i� � i 1 ; \ \ i \ } } I l � In - 9 •�: : t •_ ( l � �. I I { `- / X\ •�'� �-- •� 'f � '�•�. � f `. -� '� lfl I I / / � t\ ` \ ij f \ \ � � fig' � I ~ � � � ~ � -� l \ �� ,\ „`� � { ( •)� {''• { 1 { 3/4 )H CRUS D TANS-•• � ..=, /- '' /. � Y- ` _ �'" /. ' lr��f� I • -,�~ ,/ 1' � � \ I' '\ { 1'I I \ ��\ \\ � �. } I ( o .. 10 JC \ - . 3/4 INCH 1 .8 1 ` (6 MIN.�)EP ) EN - „/ 1 i } r } In 12 e \ \ WALE AND Cjl ER CRUSHED STONE r } 1 i li \ \ \ p � 1 ( # \ \ i { I { } \ \ \ ° \ yn� 128�7 \ \ ��- \ \ s' 1 ZSG /_ '- - (4 MIN. DEPTH) y . 1 / \ } / i } + \ \ } t I \ \ { { \ \ \ \' :,. .\: ..` ..�• '• BETWEEN WALL - t l , -• r 1 / } i 1 \ \ \ \ i \ t I 1 ` \ \ \ \ \ ` ` AND GUIDERAIL P �• ) . / 1 \ \ \ + 1 \ \ \ \ \ \ \ \ Gaet\CT\DEEP DuEQP1 1JC s c`ii� 5,1 vaROPOSED'DEVEL �:. \ \ \ \ \'� yo' •.1.• b•. ( l /( / / f l t' J ��•/dRF \�n Q FINAL LOCATIONS OFO TA9 M �® ® C]K AYENUE:'SUPPLE T L BUFFER \ . \. is� i l \ MEN A -;.�_ j i � \, \ \ \ \ \ \ \ : }: • :\• ' • \ •�,� ,/ :) j �\ �' PLANTINGS SHALL BE \ \Go �. • \\ \ / : / . t : •?: \ \ \ '•t• `% i \ DETERMINED IN THE FIELD 'i r i ) ` \ \ \ \ �1 \ \ \ \ \ \ \ Vol / ) 2 F \31265\ \ / ILA MD Bit EAR \ i / / i, AR \ \ \ \pd:t... • :bo \\ � /.SSLOI SE i( ( \ \ : \ \ \ \•\ \\ \ INC}FINAL LOCATIONS OF } �• '•�t MfS�IURE;�{ 1 cn \, N � � D ES"5 254 � }F ■ \ , \ SUPPLEMENTAL BUFFER / i r I + f-1=/ - / " ; ` r v \ I PLANTINGS SHALL BE `��/%/ " //' ;'f' V. • LI1 DETERMINED IN THE FIELD SIT�WORK /� P Lu It<ACt LItv�IT LINE/ / �; ii/ %/ I!-� /�HN�� Ccnec 1 ` \ /�f U , i I I \ \ ✓or. \ s8 \ \ / /, / 1� - \ - \ t 1 _ - �- - �' _ . \ \ 1 } / ► Ei /1 �� G� P"11 J 1 A I e r% m 71�.//'X ICJ` n I I i {I N S1-1 EST- \ \ \ , ` / a,, / -a,'-� / F : F . rx 11470.DC ( i LI 1 SHEET 1 F.F.E.'=11 T 0 _ET LL-3 FOR LANDSCAPE DETAILS AND NOTES I rr L Vk 6 + 6. \ \ x �j Vk 6 + 6. \ \ x �j v �,� r �•• y3 CID IPT i rys 1 �"�- E, �l c�� \ �3�'r r� , XV �'� 1•} �1'�' i♦�', L CA { . " • r t . i �i•., ;.CD OD ., ., 0) O � � 0) •� .0 U �> Q w Lu 100 Constitution Plaza, 1 Otl- Hartford, CT 06103 (860)249-2200 (860) 249-2400 Fax Z _ N � o F-- Q C�� L o L z L I z C ® Q C ® Z W U c LLJ m z_ O U., > F- ® W C C/; m z ~ W LU 0 O 0 U U Z Z 0 Q N O � LL W w n it p Z w Q0- W� I U W 0 W o ¢W¢W N ON N (V Z N N N N 0 N M M n > O N C) W o 00 6 Z CV M �t Designed L. Drawn L, Reviewed Scale 1 Project No. 13C Date 09/18/ CAD File: LL 13C471801 Title LANDSCAPE PLAN Sheet No. LL- 1 DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. ZONING INFORMATION LOCATION: SOUTH WINDSOR, CONNECTICUT ZONE: GD (BUCKLAND ROAD GA`IJAY DEVELOPMENT) USE: RETAIL (PERMITTED USE WITH SITE PLANS) ITE1 i;= I ITEM - REQUIREMENTS PROPOSED VARIANCE PERIMETER LANDSCAPING IS REQUIRED AROUND ALL PARKING AREAS. PLANTING ALONG THE PERIMETER OF A PARKING AREA (INCLUDING SCREENING, LANDSCAPING, OR BUFFERING) WILL NOT BE CONSIDERED AS PART OF THE INTERIOR 1 PARKING LOT LANDSCAPING LANDSCAPING REQUIREMENT. COMPLIES NO PERIMETER LANDSCAPING TERMINAL PENINSULA PLANTING AREAS AT THE ENDS OF ROWS OF PARKING WITHIN ANY PERIMETER ACCESS DRIVE MAY BE COUNTED TOWARD THE INTERIOR LANDSCAPING REQUIREMENT AS LONG AS EACH SUCH PENINSULA HAS A MINIMUM DIMENSION OF AT LEAST 8 FEET IN ITS NARROWEST DIMENSION AND CONTAINS AT LEAST 1 TREE. FOR LANDSCAPING PURPOSES, GROUND COVER 2 PARKING LOT LANDSCAPING ALONE IS NOT ACCEPTABLE. TREES SHOULD BE TREES & GROUNDCOVERS SELECTED FOR SHADE AND ADAPTABILITY TO COMPLIES NO PARKING LOT CONDITIONS. DECIDUOUS SHADE TREES SHALL BE A MINIMUM OF 2 INCH CALIPER AND 10 FEET AT PLANTING; 3 PARKING LOT LANDSCAPING TREE SIZES FLOWERING TREES SHALL BE A MINIMUM OF 6 FEET COMPLIES YES IN HEIGHT AT THE 11ME OF PLANTING AND 1.5 INCH CALIPER. a PARKING LOT LANDSCAPING ISLANDS MID —BAY AND TERMINAL BAY LOCATIONS) I I) ISLAND SIZES COMPLIES NO Pd1111--M DIld"ENSJOINI OF 8 FEET III' AIN I DIRECTIVIN` PARKING LOT LANDSCAPING TERMINAL PENINSULAAREAS 5 ISLAND SIZES AT LEAST 1PLANTTREEING COMPLIES NO MINIMUM DIMENSION OF 8 FEET IN ANY DIRECTION 1 TREE OR 2 SHRUBS OR A 5'X 5'PLANTING BED (OR ANY EQUIVALENT COMBINATION) FOR EVERY 3 PERIMETER PARKING SPACES PARKING LOT LANDSCAPING 6 STREET FRONTAGE AND MINIMUM WIDTH OF 10 FEET COMPLIES NO PERIMETER SCREENING THE COMMISSION MAY WAIVE UP TO X OF THIS REQUIREMENT FOR EXCELLENCE IN THE PROPOSED PLANTING PLAN IN TERMS OF THE VARIETY AND SIZE OF THE PROPOSED PLANTINGS PARKING LOT LANDSCAPING 7 MINIMUM INTERIOR 10 PERCENT OF INTERIOR PARKING AREAS 10.0 PERCENT NO LANDSCAPING THE LANDSCAPING SHOULD BE LOCATED IN 8 LOCATION OF LANDSCAPING PROTECTED AREAS, SUCH AS ALONG WALKWAYS, IN COMPLIES NO CENTER ISLANDS, AT THE END OF BAYS, OR BETWEEN PARKING STALLS. PARKING LOT LANDSCAPING FOR EVERY 10 PARKING SPACES, A MINIMUM OF 674 PARKING SPACES PROPOSED a TREES 1 TREE OF AT LEAST 3 INCH CALIPER 68 TREES REQUIRED NO MUST BE PLANTED. — 89 TREES PROPOSED PLANT ��nLDUL �\r7 , ra ,] Br #1 5i d.) r,; i a A.; iNow* _ OEM DECIDUOUS TREES KEY QUANTITY BOTANICAL NAME COMMON NAME ROOT SIZE SPACING COMMENTS ARF 32 Acer rubrum 'Autumn Flame' AUTUMN FLAME RED MAPLE B&B 3"-3.5" CALIPER AS SHOWN 7FT MIN. BRANCHING HEIGHT GT 22 Gledestio triacanthos f. inermis 'Skycole' SKYLINE HONEYLOCUST B&B 3"-3.5" CALIPER AS SHOWN 7FT MIN. BRANCHING HEIGHT ZSG 28 Zelkova serrato 'Green Vase' GREEN VASE JAPANESE ZELKOVA B&B 3"-3.5" CALIPER AS SHOWN 7FT MIN. BRANCHING HEIGHT TC 9 'ilia cordato 'Greenspire' GREENSPIRE LITTLE LEAF LINDEN B&B 3"-3.5" CALIPER AS SHOWN 7FT MIN. BRANCHING HEIGHT TOTAL 89 FLOWERING TREES KEY QUANTITY BOTANICAL NAME COMMON NAME ROOT SIZE SPACING COMMENTS MJ 9 Malus 'Jarmin' MARILEE FRUITLESS CRABAPPLE B&B 2"-2.5" CALIPER AS SHOWN 7FT MIN. BRANCHING HEIGHT AC 8 Amelanchier x grandiflora 'Autumn Brilliance' AUTUMN BRILLIANCE SERMCEBERRY B&B 8'-10' HT. AS SHOWN MULTI —STEM EVERGREEN TREES KEY QUANTITY BOTANICAL NAME COMMON NAME ROOT SIZE SPACING COMMENTS JV 21 Juniperus virginiana EASTERN RED CEDAR CONT. 6'-7' HEIGHT AS SHOWN PPF 9 Picea pungens 'Fat Albert' FAT ALBERT BLUE SPRUCE B&B 7'-8' HEIGHT AS SHOWN SINGLE LEADER ONLY PST 6 Pinus strobus EASTERN WHITE PINE B&B 10'-12' HEIGHT AS SHOWN SEMI SHEARED TPG 15 Thu ja plicata 'Green Giant' GREEN GIANT ARBORVITAE B&B 7'-8' HEIGHT AS SHOWN SINGLE LEADER ONLY UNDERSTORY (SHRUBS, GRASSES, GROUNDCOVERS) KEY QUANTITY BOTANICAL NAME COMMON NAME ROOT SIZE SPACING COMMENTS PV 276 Panicum virgatum 'Shenandoah' SHENANDOAH SWITCHGRASS CONT. 30"-36" HEIGHT 36" O.C. CS 84 Cornus stolonifera 'Farrow' ARTIC FIRE RED TWIG DOGWOOD CONT. 24"-30" HEIGHT 36" O.C. HH 172 Hemerocallis spp. DAYLILY (3 VARIETIES/COLORS) CONT. 18"-24" HEIGHT 24" O.C. 3 COLOR VARIETIES IG 120 Ilex glabra 'Shamrock' SHAMROCK INKBERRY CONT. 24"-36" HEIGHT 36" O.C. JC 264 Juniperus chinensis 'Sargentii' SARGENT'S JUNIPER CONT. 12"-18" HEIGHT 36" O.C. JP 162 Juniperus chinensis 'Pfitzeriana Compacta' COMPACT PFITZER JUNIPER CONT. 18"-24" HEIGHT 36" O.C. MP 76 Myrica pensylvanica NORTHERN BAYBERRY CONT. 36"-42" HEIGHT 6' PA 104 Pennisetum alopecuroides FOUNTAIN GRASS CONT. 18"-24" HEIGHT 36" O.C. LEGEND DECIDUOUS TREE (SPECIES AS NOTED) fb EVERGREEN TREE 1 (SPECIES AS NOTED) IQ SHRUB (SPECIES AS NOTED) ORNAMENTAL GRASS (SPECIES AS NOTED) GROUNDCOVER E7LAWN SEED MIXTURE Ei�] SLOPE SEED MIXTURE IRRIGATION NOTES 1. THE CONTRACTOR SHALL SUBMIT A SCHEMATIC LAYOUT OF AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE. 2. AREAS TO BE IRRIGATED INCLUDE PARKING LOT ISLANDS, LAWN SEEDED AREAS AND SITE PERIMETER PLANTINGS ALONG EVERGREEN WAY. 3. THE CONTRACTOR SHALL SUBMIT IRRIGATION SYSTEM MATERIAL AND EQUIPMENT INFORMATION FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. A. LAWN SEED MIXTURE: 15 % PERENNIAL RYEGRASS (BLEND OF 3 IMPROVED HYBRIDS) 25 % FINE LEAF OR CREEPING FESCUE (BLEND OF 3 IMPROVED HYBRIDS) 60 % KENTUCKY BLUEGRASS (BLEND OF 3 IMPROVED HYBRIDS) SEEDING RATE: 5 LBS/1,000 S.F. SEEDING DATES: AUGUST 15 — OCTOBER 1 AND APRIL 15 — JUNE 15, UNLESS OTHERWISE APPROVED BY OWNER. B. SLOPE SEED MIXTURE (3:1 SLOPES OR GREATER) CREEPING RED FESCUE (FESTUCA RUBRA) (427.) EXPRESS PERENNIAL RYEGRASS (LOLIUM PERENNE) (34%) BIRDSFOOT TREFOIL* (LOTUS CORNICULTUS VAR. ARVENSIS) (87.) ALSIKE CLOVER (TRIFOLIUM HYBRIDUM) (87.) RED TOP (AGROSTIS GIGANTEA) (87.) LEGUMINOUS SEED TO BE INOCULATED PURE LIVE SEED: 96-98% APPLICATION RATE: 3 LBS/1000 SF. FERTILIZER TYPE: 10-20-20 FERTILIZER RATE OF APPLICATION: 400 LBS/ACRE LIMING RATE: 500 LBS/ACRE (PULVERIZED AGRI. LIMESTONE) MULCH TYPE: WOOD CELLULOSE FIBER MULCH RATE: 1400 LBS/ACRE ANCHOR MATERIAL: EC3000 COPOLYMER TACKIFIER ANCHORING METHOD: SLURRY, MIX AND SPRAY ANCHORING RATE OF APPLICATION: 3 LBS/ACRE SEEDING SEASON DATES: MARCH 1—MAY 15 AND SEPT. 1—OCTOBER 15 C. DETENTION BASIN SEED MIX NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DETENTION BASINS AND MOIST SITES NEW ENGLAND WETLAND PLANTS (NEWP) OR APPROVED EQUAL SEEDING RATE: 35 LBS/ACRE 1 1250 SQ FT/LB SEEDING DATES: APRIL 15— JUNE 15 AND AUGUST 15— OCTOBER 1 iq v= 1 Zb. b( MP in v=-126. 8( JV 1Av=126. 9�' s _ l `-15on Iv H TF=135.0 3 6 MP/ FL=121.6 2 JV/ S48°51'15"W 138.32' ment To Yankee Service Company 2700 Pg. 159 A=49'35'48" R=145.00' L=125.52' CHD=S24°03'20"W 121.63' " �� --San h?t•i TF=126 36 - SO`44-Lyl Ft.J 15.08' Easement Liaht Anc' GRAPHIC SCALE 40 20 0 40 I I I SCALE IN FEET U 6 U 0 r, w M 0 0 c2 U n U m rj Y G n U N U M U X N 0 co U co U X co 0 co U X X n m r-. U U X 17 U 0 10 CN �v U�>� Q LU W _I at 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860)249-2400 Fax 1CO V/V, I!", m:�w O• •..12`3g'�cr��``� �!l11111111111\1\\ C� PP�11 N V ® U w ::D 0 7' ®0 7 U CM I z\/0 f/) LLB Z L0 CL LU CL HU- Z Z w w 0 2 O U U U Z I- 0 I * w w � a C)Z 0 Z Q Z W U 0cn0> 0 W 0 W U Q Q 8 0 0 0 Z — Z Z Z > 6 Co') CC eN) 11 N O W O 0 O Z N C7 V Designed L. M. W. Drawn L. M. W. Reviewed Scale 1 "=40' Project No. 13C4718 Date 09/18/2019 CAD File: LL13C471801 Title LANDSCAPE PLAN Sheet No. LL-2 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON. FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. 0 N RE` �,A Lire I�� T 0 0 _� l h Is .IS G21,AM POOR, PLAN VIEW DOWNHILL SIDE BEGIN SOIL RING STAKE (TYP) WIRE (TYP) UPHILL SIDE END SOIL RING STAKING NOTES; 1.) ALL TREES PLANTED ON SLOPES 4:1 OR GREATER SHALL BE STAKED AS SHOWN. (TREES PLANTED IN LOCATIONS WITH LESS THAN 4:1 SLOPES DO NOT REQUIRE STAKING) 2.) THE Yal00D STAKE) SHALL BE COINISTRUCTIONI GRADE, ROUGH OR DRESSED, OF SOUINID WOOD, DECAY RESISTANT, AND OF THE SIZE INDICATED IN THE DETAILS. 3.) THE WIRE TIES SHALL BE 12 OR 14 GAUGE GALVANIZED WIRE, AND BE PROVIDED WITH A ONE FOOT PIECE OF RUBBER HOSE PLACED TO PREVENT INJURY TO THE BARK. 4_1 STAKE I AYni lT Tn RE CnnRDINATED WITH g1TE GRADINIG PRUNING SHALL BE IN ACCORDANCE WITH APPROVED HORTICULTURAL STANDARDS IN ORDER TO PRESERVE THE NATURAL FORM OF THE SPECIFIC PLANTS PROVIDE AND INSTALL STAKES AS SHOWN I1\ TREE STAKING DETAIL CUT BURLAP AND WIRE BASKETS REMOVE FROM TOP 1 /3 OF ROOT BALL 3" SHREDDED BARK MULC RING OF SOIL ON DOWNHILL SIDE OF TREE PLANTING SOIL (SEE LANDSCAPE NOTES' SCARIFY GLAZED OR HARDENED SURFACE RAE- E S " M N IG ROOT BALL DIAMETER EEP MULCH OFF RUNK OF TREE )>j INISHED GRADE �ET TOP OF ROOT BALL LUSH WITH FINISHED ;BADE AT UPHILL SIDE )F ROOTBALL NInTC. IVV I L_. PLANTING DETAIL SHALL APPLY FOR ALL DECIDUOUS AND EVERGREEN TREES AND SHRUBS PLANTED IN LOCATIONS WITH 4:1 SLOPES OR GREATER SLOPE TREE PLANTI 3" SHREDDED BARK MULCH FINISHED GRADE TOPSOIL SPACING AS SPECIFIED P4 n1 nnlT c`nllrnln r COMPACTED-' NOTE: SUBGRADE 1 PERENNIALS TO BE PLANTED IN FALL. 2 DO NOT OVER COMPACT PLANTING BED. WATER THOROUGHLY AFTER PLANTING BULBS. 3 ADJUST PLANTING DEPTH AS RECOMMENDED BY BULB SUPPLIER. SET TOP OF ROOT - BALL AT OR SLIGHTL ABOVE FIN. GRADE CUT BURLAP FROM TOP 1/3 OF ROOT BALL - PLANTING SOIL - SCARIFY GLAZED - SIDES OR HARDENED SURFACE IF PITS ARE DUG WITH AUGERING DEVICES 01 MIN 011111 MI 6 IN +� MIN. 01 EQUALS TWICE BALL DIAMETER' AND BUR PP®D COMPLETELY REMOVE CONTAINER 3" SHREDDED BARK IMI11 (U - 6" PLANTING SOIL SCARIFY SIDES OF ROOT BALL 6" COMPACTED PLANTING MIN Mi 1N. IVIIA BELOVV DALL (TYP.) EQUALS TWICE BALL DIAMETER CONTAINER GR®W�Ii NOTE: IN AREAS OF MASS PLANTING, CONTINUOUSLY EXCAVATE AND MULCH ENTIRE BED. PRUNING SHALL BE IN ACCORDANCE WITH APPROVED HORTICULTURAL STANDARDS IN ORDER TO PRESERVE THE NATURAL FORM OF THE SPECIFIC PLANITS CUT BURLAP AND WIRE BASKETS, REMOVE FROM TOP 1 /3 OF ROOT BALL 3" SHREDDED BARK MULCH TO EDGE OF EXCAVATION (PROVIDE A CONTINUOUS MULCH BED FOR AREAS WHERE TREES AND SHRUBS ARE SPACED LESS THAN 10' ON CENTER) PLANTING SOIL (SEE LANDSCAPE NOTES) 1:1 SLOPED SIDES (SCARIFY GLAZED OR HARDENED SURFACES) KEEP MULCH OFF TRUNK OF TREE SET TOP OF ROOT BALL 0"-2" ABOVE FINISHED GRADE FINISHED GRADE NOTE: PLANTING DETAIL_ SHALL APPLY FOR ALL DECIDUOUS AND EVERGREEN TREES AND SHRUBS PLANTED IN LOCATIONS WITH 4:1 SLOPES OR LESS LANDSCAPE NOTES 1. THE LANDSCAPE PLAN AND DETAIL SHEET ARE FOR LANDSCAPING INFORMATION ONLY. REFER TO THE SITE PLAN, THE GRADING AND DRAINAGE PLAN, AND THE UTILITIES PLAN FOR ALL OTHER INFORMATION. 2. PLANTING LOCATIONS ARE APPROXIMATE AND ARE SUBJECT TO FIELD ADJUSTMENT DUE TO UTILITY LOCATIONS AND SITE CONDITIONS. CONTRACTOR SHALL LAY OUT THE WORK FOR THE REVIEW, ADJUSTMENT, AND APPROVAL OF OWNER OR LANDSCAPE ARCHITECT PRIOR TO PLANTING. 3. UTILITY LOCATIONS SHOWN IN THE DRAWINGS ARE APPROXIMATE. EXERCISE CARE WHEN DIGGING IN AREAS OF POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DUE TO COIN II RAh. I um 13 NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY DAMAGE AT CONTRACTOR'S EXPENSE. 4. NO PLANT SHALL BE PLACED IN THE GROUND BEFORE ROUGH GRADING HAS BEEN COMPLETED. 5. PLANTING SOIL: DEPTH: PLANTING SOIL SHALL BE INSTALLED AT A MINIMUM DEPTH OF 6" OR AS NOTED IN THE LANDSCAPE DETAILS. PLANTING SOIL SHALL BE UTILIZED IN ALL PLANTING AREAS INCLUDING SEEDED AREAS. TESTING: CONTRACTOR SHALL SUBMIT (2) SOIL SAMPLES PER SOIL STOCKPILE TO A CERTIFIED TESTING LABORATORY TO DETERMINE ACIDITY, ORGANIC CONTENT, MECHANICAL ANALYSIS, AVAILABLE NUTRIENTS (N,P,K,Ca,Mg,S,Fe,Mn,Zn,Cu,B,AI,Pb) AND NECESSARY AMENDMENTS TO SOIL. THE CONTRACTOR SHALL SUBMIT THE TEST RESULTS TO THE OWNER OR LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. TEST RESULTS SHALL RECOMMEND AMENDMENTS THAT WILL ALTER THE SOIL CHARACTERISTICS SUCH THAT THE CHARACTERISTICS DESCRIBED BELOW ARE ACHIEVED AND THE SPECIFIED PLANTS (CONTRACTOR TO PROVIDE LIST TO TESTING LABORATORY) WILL ACHIEVE PROPER GROWTH THAT IS NEITHER DEFICIENT NOR EXCESSIVE. THE CONTRACTOR SHALL INCORPORATE THESE AMENDMENTS AT NO INCREASE IN CONTRACT PRICE. CHARACTERISTICS: PLANTING SOIL MAY CONSIST OF EXISTING ON -SITE SOILS, AMENDED ON -SITE SOILS, OR IMPORTED SOILS MEETING THE FOLLOWING CRITERIA: A. NOT TO CONTAIN MATERIALS HARMFUL TO PLANT LIFE, TO BE CLEAN, FERTILE, FRIABLE, AND WELL DRAINING. ALL PLANTING SOIL SHALL BE FREE OF ANY SUBSOIL EARTH CLODS, SODS, STONES OVER 1" IN ANY DIMENSION, STICKS, ROOTS, WEEDS, LITTER AND OTHER DELETERIOUS MATERIAL. PLANTING SOIL SHALL BE UNIFORM IN QUALITY AND TEXTURE. B. SPECIFIED IMPORTED TOPSOIL THOROUGHLY BLENDED WITH 25 PERCENT (BY VOLUME) NATIVE SOIL FROM PLANTING PIT. O PI ANTINI C011 414AI I 1-IAVP' TNF FC1I I !TWIN(: (1PTIAAI IAA PANC.'.FC I INI FCC 0TI4I7P NCE APPPO\/Er) PY THE OWNER OR LANDSCAPE ARCHITECT. ORGANIC CONTENT 3% - 6% FOR LAWN OR GRASS AREAS. 4% - 8% FOR TREE AND SHRUB PLANTERS. 8%-16% FOR RETENTION OR DETENTION BASINS. (BY LOSS OF IGNITION AT 375 C METHOD OF TESTING) PH 6.0 - 7.3 D. NUTRIENT LEVELS SHALL BE ACHIEVED BY THE CONTRACTOR'S ADDITION OF AMENDMENTS TO THE PLANTING SOIL TO MEET THE OPTIMUM NUTRIENT LEVELS SPECIFIED IN THE TESTING LABORATORY REPORT FOR EACH OF PLANTS TO BE INSTALLED. E. SOIL SHALL BE COMPACTED TO A SURFACE PENETRATION RESISTANCE OF 75-125 LBS/SQ.IN. F. SOIL MAY BE TREATED FOR WEEDS WITH PRE -EMERGENT OR POST -EMERGENT HERBICIDE, AS NEEDED AND AS APPROPRIATE FOR THE APPLICATION SEASON OR LOCATION, OR ELIMINATE GROWTH OF UNWANTED PLANT MATERIAL, APPLY HERBICIDES IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. HERBICIDE APPLICATOR MUST BE LICENSED IN THE STATE OF CONNEl.11CUT, AND PERFORM APPLICATIONS IN ACCORDANCE WITH LOCAL REQUIREMENTS, PERMITTING STIPULATIONS, AND ANY OTHER RESTRICTIONS INCLUDING AND IN EXCESS OF STATE AND FEDERAL REGULATIONS. G. PROPOSED TOPSOIL SHALL MEET THE USDA SOILS TEXTURAL PERCENTAGES OF SAND, SILT, AND CLAY FOR FOLLOWING CLASSIFICATIONS: -LOAM SANDY LOAM WHERE SAND DOES NOT EXCEED 70% AND CLAY IS NOT LESS THAN 5%. SANDY CLAY LOAM WHERE SAND DOES NOT EXCEED 70% AND CLAY IS LESS THAN 287a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l^iH PLAIN IS SHALL IVOT 11N I�..REASE THE CV IV IRAI^..1 PRICE. ALL J�VERSI^VRI I�1[EES PLAINIEU %-%LVIVG PARKING AREAS, SIDEWALKS AND PEDESTRIAN ACCESSES SHALL NOT BRANCH BELOW 6' FEET IF THE TREE CALIPER IS 2 1 /2" INCHES OR GREATER. ALL PLANT MATERIALS ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE OWNER OR LANDSCAPE ARCHITECT AT THE NURSERY SOURCE. THE CONTRACTOR SHALL COORDINATE SOURCE VISITS WITH THE LANDSCAPE ARCHITECT AND SHALL ACCOMPANY THE OWNER AND/OR LANDSCAPE ARCHITECT FOR ALL INSPECTIONS. CERTIFICATES OF COMPLIANCE WITH SPECIFICATIONS ARE REQUIRED FOR ALL PLANTS. 10. MULCH: ALL PLANT BEDS SHALL BE MULCHED TO THE DEPTH INDICATED ON THE DETAILS. GROUND FIR OR HEMLOCK BARK (NO PINE) OF UNIFORM COLOR, FREE FROM WEEDS, SEEDS, SAWDUST, AND SPLINTERS, AND SHALL NOT CONTAIN RESIN, TANNIN, WOOD FIBER, SALTS, OR OTHER COMPOUNDS DETRIMENTAL TO PLANT LIFE. SIZE RANGE OF 1/2 INCH TO 1-1/4 INCHES (12 TO 32 MM) WITH MAXIMUM OF 30 PERCENT PASSING A 1/2-INCH (12 MM) SCREEN. 11. GUARANTEE TREES, SHRUBS AND GROUND COVER FOR A PERIOD OF ONE YEAR AFTER DATE OF ACCEPTANCE AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM NEGLECT BY OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND LANDSCAPE CONTRACTOR'S CONTROL. 12.REMOVE TREES, SHRUBS AND GROUNDCOVER FOUND TO BE DEAD OR ARE IN UNHEALTHY CONDITION. 13.FURNISH AND PLANT REPLACEMENTS IMMEDIATELY IF DURING GROWTH SEASON AND INSTALL PER THESE SPECIFICATIONS AND THE DRAWINGS. 14.TREES, SHRUBS AND GROUNDCOVER FOUND TO BE IN DOUBTFUL CONDITION DURING GUARANTEE PERIOD SHALL BE CAREFULLY MAINTAINED AND MONITORED FOR IMPROVED HEALTH. 15.AT SITE VISIT #4 (GUARANTEE REVIEW), THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE WILL REVIEW TO DETERMINE ACCEPTANCE OR REJECTION OF ALL PLANTING MATERIALS AND AREAS. 16.AT THE DISCRETION OF THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE, THE GUARANTEE MAY BE EXTENDED FOR AN ADDITIONAL FULL GROWING SEASON FOR TREES, SHRUBS AND GROUNDCOVER IN DOUBTFUL CONDITION AS OPTION IN LIEU OF IMMEDIATE REPLACEMENT. 12. GUARANTEE SEEDED / SODDED LAWN/ROUGH SEEDED AREAS FOR THE FOLLOWING: 1. PROVIDE A RELATIVELY UNIFORM, ACCEPTABLE STAND OF GRASS AT SITE VISIT #3 (PUNCH LIST REVIEW). 2. NO BARE SPOTS OVER 3-INCH (75-MM) SQUARE FOR SEEDED/SODDED LAWN, AND NO BARE SPOTS OVER 12-INCH (300-MM) SQUARE FOR ROUGH SEEDED AREAS. 3. RE -INSTALL ANY AREA WHICH FAILS TO VIGOROUSLY ESTABLISH A UNIFORM STAND FOR ANY REASON WHATSOEVER. 4. FILL TO FINISH GRADE WITH APPROVED TOPSOIL AND RESEED OR RE -SOD ALL AREAS WHICH EVIDENCE SETTLEMENT. 5. REPEAT AS REQUIRED UNTIL FINAL ACCEPTANCE AT CONTRACTOR'S EXPENSE. 13. ALL SLOPES EQUAL TO OR STEEPER THAN 4:1 RECEIVING A LAWN SEED MIXTURE SHALL BE COVERED WITH AN EROSION CONTROL BLANKET OF STRAW FIBER AND BIODEGRADABLE OR PHOTODEGRADABLE NETTING. 14. ALL DISTURBED AREAS NOT OTHERWISE DEVELOPED SHALL BE SEEDED WITH THE LAWN SEEDING MIXTURE. 15. IF SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT AND SHOULD BE SCALED ACCORDINGLY. 16. REFER TO PROJECT SPECIFICATIONS MANUAL FOR ADDITIONAL INFORMATION. 17. SITE VISIT REVIEWS TO BE CONDUCTED WITH THE CONTRACTOR, LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE. THESE SITE VISITS INCLUDE: 1. SITE VISIT #1 PRE -LANDSCAPE INSTALLATION 2. SITE VISIT #2 EARLY LANDSCAPE CONSTRUCTION 3. SITE VISIT Ili DIIMr'W IICT 4. SITE VISIT #4 GUARANTEE REVIEW 5. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING SITE VISITS. 0 2 s `a U 0 X 0 U } X 0 U M U X co Q U co X o U M U X �� 0 00 F, U co 5 X CD N X 0 M U X co V U O m X 7 V) U c- QwLU 4 a 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860) 249-2400 Fax `'N� °CCi��rN�II'I'i,�i f co tt �e �nnnlnti�u\\s _ C'4 ~ ® U W J Z � 0le W UJ ry co Z LIJ 6 p � Cn Z F- Z :E w 0 0 0 Z U Z 0 0 0 N LU LL 0 Z ❑ ❑ ZOZ� w p W Cl) 0 W o W 0 Q�Q� Cc)z 0 0 0 0 0CN CD N w 0 o 0 6 Z Designed L.M.W. Drawn L. M. W. I?v riewe-d Scale 1 "=40' Project No. 13C4718 Date 09/ 18/2019 CAD File: LL13C471801 Title LANDSCAPE V E_i AILS Sheet No. LL-3 2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. 1. SET POSTS AND POSTS EXCAVATE A 6"X6" TRENCH, SET POST DOWNSLOPE. ANGLE 10` UPSLOPE FOR STABILITY AND SELF CLEANING • 4 100* • / 12 MIN. DEPTH 4• d: COMPACTED BACKFILL BOTTOM OF DRAINAGEWAY I I I I O I A 2. ATTACH FILTER FABRIC SILT TO THE POSTS FENCE AND EXTEND IT TO THE TRENCH. a• 3. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. ELEVATION POINTS "A" SHOULD BE HIGHER THAN POINT "B". N.T.S. C T EC-003 COMPACTED EXISTING GROUND MATERIAL 12" MAX 12" MAX 1 (MAX 3 MAX �11AX) 1LAIX rl EROSION CONTROL BLANKET SC150 NORTH AMERICAN GREEN ANCHOR TOP EDGE OF BLANKET IN 6"x6" TRENCH 12" OVERLAP AT ENDS OF BLANKETS 2 1� PERPARED & SEEDED 6" MIN. TOPSOIL LAYER r �X 4 A S EXPANSION D . RESTRAINT 1/4" NYLON ROPE 2"x2"x3/4" RUBBER BLOCK I-. 1" REBAR FOR BA, REMOVAL FROM IN NOTE: REGULAR FLOW = 40 GAL./MIN./: HIGH FLOW = 200 GAL./MIN./SF SILT SACK N.T.S. STAPLES ANCHOR TOP EDGE OF BLANKET IN 6"X6" TRENCH COMPACTED FILL EROSION CONTROL BLANKET ON FILL SLOPE N.T.S. BLEC-009 II 02021 BL COMPANIES. INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. m''' Zo 0 _U) o U_ wm �o 0 z X w J W U U z Ld _ r COMPACTED FILL / Ov 5' 5' - 10' TYPICAL O� m. STRAW BALE 2" X 2" X 36" STAKES I �11,1141,' BINDING WIRE OR TWINE I IIII I �, 4,. I ::... illIII1I PROPOSED GRADE PLACE AND STAKE//� STRAW BALES, TWO\\\i STAKES PER BALE 18"MIN. STRAW BALE BARRIERS SHOULD NOT BE USED FOR MORE THAN 3 MONTHS SEDIMENT MUST BE REMOVED WHEN ACCUMULATIONS REACH 1 /3 THE AE30VE GROUND HEIGHT OF THE BARRIER. ANY SECTION OF STRAW BALE BARRIER WHICH HAS BEEN UNDERMINED OR TOPPED MUST BE IMMEDIATELY REPLACED WITH A ROCK FILTER OUTLET. I� J LTV iR A JI , - IJ I= Q N.T.S. BLEC-007 SOIL/AGGREGATE STOCKPILE OF EXISTING SITE MATERIAL TO BE REUSED AND/OR NEW MATERIAL ----HS -� TO BE INSTALLED IN THE WORK r SF SE�/ SF --------SF `�-SF SF DOUBLE ROW OF SILT FENCING 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTWZER,AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OVERLAP. 5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART. DIRECTION OF RUN-OFF FLOW (TYP.) NOTES: 1. ALL EXISTING EXCAVATED MATERIAL THAT IS NOT TO BE REUSED IN THE WORK IS TO BE IMMEDIATELY REMOVED FROM THE SITE AND PROPERLY DISPOSED OF. 2. SOIL/AGGREGATE STOCKPILE SITES TO BE WHERE SHOWN ON THE DRAWINGS. 3. RESTORE STOCKPILE SITES TO PRE-EXISTING PROJECT CONDITION AND RESEED AS REQUIRED. 4. STOCKPILE HEIGHTS MUST NOT EXCEED 35'. STOCKPILE SLOPES MUST BE 2:1 OR FLATTER. BLEC-006 Li LES NOTE: HAYBALES TO BE IMBEDDED 4" INTO EXISTING GROUND (TYPICAL ALL CASES) 0�VJ L o N.T.S. C T EC- 004 VVEIR LENGTH 1' MIN. {-�� 1' MIN. 5 MAX. DEPTH 1' MIN. I- �I T POOL ELEV. LTER FABRIC ELEVATION MARK FOR CLEMAX SEDIMENT VARIES SEE PLAN) MAX SEDIMENT ( ELEVATION OF 1' 1' MIN. BELOW TOP OF WEIR 2' MIN WEIR CREST ELEV. HEIGHT 4.5' MAX - CT DOT #3 STONE 2 no 0 2 MODIFIED ROCK RIPRAP DRY 1° �1 1' MIN. 5' MAX. STORAGE 2_ WET 1.5 I II I 1 STORAGEI� I I I I I1I- i 11=1 11=1 I II I I (- NOTE: SEPARATION FILTER FABRIC TOP WIDTH VS. HEIGHT 1. ALL DETAIL INFORMATION SHOULD BE USED AS A GUIDELINE. ALL H= HEIGHT OF EMBANKMENT TEMPORARY SEDIEMENT TRAPS MUST CONFORM TO THE CT DEEP 2002 W=TOP WIDTH OF EMBANKMENT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL MANUAL. Ut W C 1.5 2.0 2. THE VOLUME OF THE WET STORAGE SHALL BE AT LEAST TWICE THE 2.0 2.0 VOLUME OF THE SEDIMENT STORAGE VOLUME AND SHALL BE DESIGNED TO 2.5 2.5 A MINIMUM DEPTH OF 2 FEET, PER CT DEEP 2002 CONNECTICUT 3.0 2.5 GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL MANUAL. 3.5 3.0 4.0 3.0 4.5 4.0 5.0 4.5 ECv/I]': 0U Y �=0 MIEH U GF A,GR N.T.S. BLEC-002 (REMOVE TOPSOIL AND ORGANICS PRIOR TO CRUSHED STONE PLACEMENT) 10' MIN. RADIUS PAVED ROAD ACKFILL NECESSARY ON UNSTABLE SOILS. V PAVED ACCESS ROAD 25' MIN. / 0 00. 0 0 0' 0 � ROAD TO WORK AREA I TYPICAL N T U TI N E A N.T.S. CT DEEP CE-2 0 � N .-- N 0 `n 0 Q III LU _J xsca 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860)249-2400 Fax � ® � 1 �1 n ® W z O Z � 0 W U 1/1 ot� ra 7- W L oW rL91Q Z� z z w w 0 U U Z O U O ry w :D U) 12 Z 0 zoz w m o W 0 W o Q X a ry 0 CD N N 0 0 00 Z CV N N N O m � n O O ` O .N` w C) N 0 0 0 Z N M V Designed J.A.B. Drawn S.E.L. Reviewed Scale N. T.S. Project No. 13C4718 Date 09/ 18/2019 CAD File: DNI3C471801 Title SITE DETAILS Sheet No. DN��i 2" TOP COURSE, HMA SO.5 I— 3" BINDER COURSE, HMA S1.0 1 8" PROCESSED AGGREGATE�� BASE COURSE (CT DOT M.05.01) aQ oQ�� D D DDD 12" GRAVEL OR CRUSHER vQ a IVQ p p D pD RUN STONE SUB -BASE v a ® D a COURSE (C-1 DOT M.02.06) vQG DDD GRADING B a®�Q� 4DpD 4Q®4aQ DDDpp D D p D COMPACTED SUBGRADE TO----' NOTE: PROVIDE TACK COATS AND PRIME COAT PER 95 % :"AX DENSITY PER AST." TECHNICAL SPECIFICATIONS D557 HEAVY DUTY — BITUMINOUS a CONCRETET T s SCALE: NTS ZPC-006 2" TOP COURSE, HMA SO.375 r— 2" BINDER COURSE, HMA SO.5 6" PROCESSED AGGREGATE BASE COURSE (CT DOT M.05.01) c a ® D DDD 12" GRAVEL OR CRUSHER RUN STONE SUB -BASE a a ® p COURSE (CT DOT M.02.06) °aa a D DDD GRADING B °a°d DDDD 4�9aQQa D DDDDD COMPACTED SUBGRADE TO �� NOTE: PROVIDE TACK COATS AND PRIME COAT PER 95% MAX DENSITY PER ASTM TECHNICAL SPECIFICATIONS D557 STANDARD DUTY BITUMINOUS CONCRETE PAVEMENT STRUCTURE SCALE: NTS ZPC-006 4 WIDTH VARIES — SEE SITE PLAN EQUAL EC>2UAL 5 WASH (2% MAX). .4,500 c I a " I 2'-3" 15.5 S.F. (WHITE) 15.5 S.F. (ARROWS TO BE CENTERED IN TRAVEL LANE) U SCALE: NTS BLPC-006 I� ICI --I --III I I-_-I� III -III--IIf _ -- KEYED NOTES C 1 /2" RADIUS O COMPRESSIBLE FILLER O 1 /4" TOOLED JOINT NOTE: EXPANSION JOINT (3/4 MAXIMUM). 20' O.C. MAXIMUM. 1 /4" C6" AGGREGRATE CUT BACK AND O6 6" X 6" 2 TOOL JOINT 5' O.C. OR CTDOT M.05.01 PROVIDE SEALANT, W2.1 X 2.1 W.W.F. Ac nIDE-(1TCT) rnNIrlDC7TI rA TYPICAL, AT ALL --) L/11,LlILLJ. VVIV VI\LI 12" AGGREGRATE CTDOT M.02.06 B JOINTS WITH FILLER. TO BE 4,000 P.S.I. O PAVEMENT. N.T.S. EXISTING PAVEMENT DECORATIVE BITUMINOUS CONCRETE - TYPE C \o PATTERN = NONE COLOR = WHITE (RETROREFLECTIVITY) > - - - - - - - - - - WITH EPDXY RESIN RETROREFLECTIVE LINE PAINT DECORATIVE BITUMINOUS CONCRETE - TYPE B PATTERN = OFFSET BRICK COLOR = BRICK RED (STANDARD) 5-0" WIRE -ROPE GRID XDG-10-100 1 q' X 8' OFFSET BRICK 4" WIDE PAINTED DECORATIVE BITUMINOUS CONCRETE - TYPE C LINE, WHITE PATTERN = NONE COLOR = WHITE (RETROREFLECTIVITY) WITH EPDXY RESIN RETROREFLECTIVE LINE PAINT FINISHED PAVEMENT GRADE PAINTED STRIPE SCALE: NTS 0910 ATTACH SIGN WITH - 2 — 5/16" DIA. CAD? PLATED STEEL BOLTS HEX NUTS 3"0 STANDARD GALV. STEEL POST (STANDARD PIPE) PAINTED WHITE 12" VLL M ro ?*tlpN PG STATE PER>.fIT REQUNM BLUE BACKGROUND WITH WHITE SYMBOL AND PAINT (2) COATS 4" SINGLE WHITE LINE 6"4 STANDARD — STEEL PIPE FILLED WITH CONCRETE AND PAINTED WHITE 24"0 CLASS "A" CONCRETE I I f c=3000 psi I 1 6 I 4'-0" pl I I I #5-14" LONG I I RE —BAR EACH WAY -fir I THRU PIPE L J� 6" 9" 9" NOTE: HANDICAP SYMBOL TO ADHERE TO STATE BUILDING CODE, LATEST EDITION HANDICAP SI NBOLLARD" DTAIL VN.T.S. ©2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. CONNECTICUT ACCESSIBLE PARKING SYMBOL EXISTING PAVEMENT TEST SAMPLE: CONTRACTOR SHALL PROVIDE A 6'x6' CONSTRUCTED SAMPLE OF DECORATIVE PAVEMENT FOR EACH COLOR, AND PATTERN FOR APPROVAL BY ENGINEER. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. TOWN AND ENGINEER SHALL APPROVE PATTERN, TEXTURE, AND COLOR PRIOR TO INSTALLATION. DECORATIVE BITUMINOUS T PATTERN I LAYOUT PAINT (2) COATS 4" SINGLE WHITE LINE 0.5' 4' 5' 45 8'-0" 8'-0" '-O" 10'-0" 16'-0" 15'-0" "VAN ACCESSIBLE" "ACCESSIBLE" PARKING PARKING UNIVERSAL "ACCESSIBLE PARKING" SIGNAGE (TYP.) EDGE OF FLUSH CONCRETE WALK I / 24" ON CENTER COMPACTED SUBGRADE - 3 #4 REBAR EQUALLY REINFORCED CONCRETE CURB SPACED HORIZONTAL F'C=4500 PSI NOTE: CONTROL JOINTS TO BE LOCATED AT 10'-0" MAXIMUM SPACING. MMOU N T I)LE CONCRETE E CUJ N.T.S AS SHOWN AS SHOWN m ON PLAN ON PLAN U STANDARD STANDARD � wo STALL SIZE I STALL SIZE `— PAINT (2) COATS 4" SEE SITE LAYOUT SINGLE WHITE LINE PLAN FOR LOCATION & CONFIGURATION FOR "ACCESSIBLE" PARKING. TYPICAL ACCESSIBLE AND STANDARDPARKING SCALE: NTS 1210 0�11 moi FINISHED PAVEMENT GRADE - PAINT 12MOATS TRAFFIC RITE NOTE. PROVIDE PAINTED D REC T 01 AL ARROW AT ALL LOCATIONS INM ATEOON Sn PLAN DIRECTIONAL ARROW NOTE: 1. SIDEWALK RAMPS SHALL HAVE THE FINAL TEXTURE OF THE RAMP SURFACE BE A COARSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE RAMP. 2. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE RAMP, FREE OF SAGS AN SHORT GRAD CHANGES. 3. THE BOTTOM OF THE RAMP SHALL MEET THE GUTTER LINE AT THE CURB FACE. 4. ALL RAMPS MUST INCLUDE A DETECTABLE WARNING STRIP SEE DETAIL. v z O oUJ Wo >- U W J >z >Q QO <[I- wU a-w = O Arr 3 LB. 1-5/8" 1-3/4" 3-1/2- OR 3 LB. 1-5/16" 1-7/8" 3-1/2- 4 LB. 11-5/8" 11-3/4" 13-1 /2" o " IAPER OPTIONAL CM �I P,I IIX I—L DETAIL, A DETAIL B HOLE LOCATION HOLE LOCATIW NOTES 1. STEEL FOR POSTS SHALL CONFORM TO THE MECHANICAL REQUIREMENTS OF ASTM A 499-81 GRADE 60 AND TO THE CHEMICAL REQUIREMENTS OF ASTM AI-76 CARBON STEEL TEE RAIL HAVING NOMINAL WEIGHT OF "91 LBS OR GREATER PER LINEAR YARD. 2. AFTER FABRICATION ALL STEEL POSTS SHALL BE GALVANIZED TO MEET THE REQUIREMENTS OF ASIM A-123. 3. SIGN MOUNTING HEIGHT TO BE APPROVED BY THE ENGINEER. 4. ALL SIGNS IN STATE ROW TO MEET CTDOT SPECIFICATIONS FOR BREAKAWAY SIGNS. SEE CTDOT STANDARD DETAIL SHEET 'TYPICAL METAL SIGN POSTS AND SIGN MOUNTING DETAILS' AND CTDOT FORM 817 TYPICAL T IPOSTS SCALE: NTS BLSD-001 40„ IAI DETAIL A TYPICAL METAL SIW 32" A f�t,3 DETAIL AILS TYPICAL METAL SIG NOTE: HANDICAP SYMBOL TO ADHERE TO STATE BUILDING CODE, LATEST EDITION CONNECTICUT ACCESSIBLE PARKING SYMBOL SCALE: NTS NOTE: DETECTABLE WARNING SYSTEM MUST BE PRESENT ON SURFACE OF RAMP WHEN SLOPE OF RAMP IS BETWEEN 5.0% AND 8.33% AND AT RAISED SIDEWALKS ADJACENT TO TRAVELWAY EDGES MUST BE TAPERED WHERE TRUNCATED DOME PLATES ARE EXPOSED 0.2`1 TYPICAL SECTION A -A c I x TYPICAL PLAN BLUE BACKGROUND WHITE SYMBOL (TYP) FO 6" MAXIMUM, FOR 10 SIIt PLAN - FOR DIMENSIONS T E I SCALE: NTS 0108 r 4- > U n •� .0 U 0) Qww 01) co; .T F � � U 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (Rxrn 249-2200 (860)249-2400 Fax C� c'� U (/11_1� Z r/ Z Z LLI Ia Z �` JJ L0 O Lii 0 LLJ � 1'J 9 @1. W Z Z w w � � 0 0 0 U U 3 z O 0 O 2 w ozoo Z 0 z w wn.w� o o m w w 0 Q O� Q CC O IDN N N C,4 0 00 Z N N N N 0 i:� C:) \ 5:N N w 0 o 0 0 N M V Designed J. A. B. Drawn S.E.L. Reviewed Scale N. T.S. Project No. 13C4718 Date 09/18/2019 CAD File: DN 13C47180........................................_. Title SITE DETAILS Sheet No. DN-2 N 0 N C I <V C 5/8" DIA. TOP RAIL GAUGE CHAIN LINK FENCE IITH BLACK VINYL COATING 5/8" DIA BOTTOM RAIL EXISTING GROUND --\ 0" FRONT VIEW 2" DIA. LINE POST AT 10'-0" 8" DIA., TYP. SIDE VIEW CHAIN LINK FENCE DETAIL SCALE: NTS BLFD-001 2''6' PAVING, PER CIVIL EXTERIOR WAI GAS SERVICE BOLLARE TYI NOTE MAX MAx CONFIRM BOLLARD REQUIREMENTS WITH UTILITY COMPANY. BOLLARD AT GAS SERVICE SCALE: NTS 0709 a I ter• PLASTIC SLEEVE OVER 8" SCHEDULE 40 POST - GROUT SOLID NOTE: SECURE PLASTIC SLEEVE TO STEEL POST CONCRETE WASH PAVING, PER CIVIL IA� AGGREGATE 2 •- BASE 0 0 o�i7 o�C O 00100 O0 0o0 O o o- o 0 0 000 000 000 )0n0 C�O-f 0C n0CP'q �-III-� � �-III -III-III-III '00p � r�r�rT=nTi III -III -III=' I I -III -III -I r= DENSOBAND JOINT OR EQUIVALENT APPROVED CONCRETE SLAB. SEE i— PAVED ROADWAY STRUCTURE 40" MIN. SLOPE.- °o o oo ..00, o o. O• o0 oO.00 Op.0 OooO BASE MATERIAL. ° <��°:o oo.o�Qo o 0..0.ORoo:o;oo.o?Oo o °oo 0°0°0°.0 0 0° COMPACTED TO �o°oho °o ° o°oo o'000°o'°0 .0 o$:o o°oo:o.o o;°a.0 0 oa o' 00 0 o0 oO.o O 00. Ooo O. o0 0 o00op 0o O �O oo DoO.o 95% MODIFIED PROCTOR. SUB BASE. COURSE CONCRETE SLAB MATCH AT ASPHALT PAVEMENT SCALE: NTS C266 6' �- DUMMY JOINT WITH JOINT FILLER �- 6' CONCRETE SLAB SLOPE ovo ovo oU - Ov0 0 U °OCY'0 0 OC ' � o 0 0 Z I , III I o0 000 00 - ooC7'ooCj'oo I —I I I I • • —III-IIII qd AT 18" ON CENTER CONTINUOUS (2) #4 -III-III_I III -III -III -III -III -I = FACE OFCURB II -III -III -III -III -II -I (BEYOND) I I I 11 I-1 I I=1 I I=1 I I=1 I I —I I I FLUSH CURB AT PAVEMENT SCALE: NTS 0903 TE 6'-6" CONFIRM BOLLARD SPACING DIMENSIONS SHOWN WITH 4'-0" MINIMU POWER COMPANY. CLEAR = PROVIDE CONCRETE SLABMT CY PER POWER COMPANY N / w REQUIREMENTS TAP � 20 BOX SD201 w TYPICAL O EQUAL T EQUAL EQUAL EQUAL a 0 PER ELECTRIC SUPPLIER STANDARD i I I 1=1 I El 111 I I I=1 11=1 11= III -III I- 11=I I I=I I I III=III=' 'II III -III=-' 0" DIAMETER CONCRETE FOOTING TYPICAL EXTERIOR BOLLARD SCALE: NTS O409 12" M A Nil IQ 3'-0" CLEAR UNLESS NOTED VERIFY SIZE w OTHERWISE OF TRANSFORMER (NOT INCLUDED) WITH / 4'-0" ELECTRICAL UJI MAXIMUM UNLESS NOTED — " ¢ 3'-3" w OTHERWISE DOOR 10' CLEAR ON SIDE OF ENCLOSURE MINIMUM O O O 6" PROCESSED AGGREGATE BASE COURSE (CT DOT M.05.01) 12" GRAVEL OR CRUSHER — RUN STONE SUB -BASE COURSE (CT DOT M.02.06) GRADING B CC C NOTE: 1/2" PRE -MOULDED JOINT FILLER AT 25' ON CENTER (MAXIMUM) AND AT START AND FINISH OF ALL CURVED SECTIONS RADIUS CORNERS, TYPICAL CONCRETE CURB BEYOND PLANTING AREA PER LANDSCAPE DRAWINGS #4 BARS CONTINOUS TOP AND BOTTOM IPORTANT - NOTE EBAR COMPACTED SUBGRADE TO 95% MAX DENSITY PER ASTM D1557 CAST -IN -PLACE CONCRETE CURB SCALE: NTS 0906 4,500 P.S.I., 6% AIR ENTRAINED CONCRETE. 6"X6"X W2.OXW2.0 WWF REINFORCING WITH nnUlCl 1 Cn In1AITC 6" MIN. 6" 12" COMPACTED SUBGRADE " " - -" °-" °-" ° -0' -0 °`" -- 00 O o0 O ofl O o0 0 00 0 000 ofl 0 ofl 0 00 0 00 0 00 0 TO 95% MAX DENSITY PER ASTMD1557 STANDARD/FUEL CENTER CONCRETE PAVEMENT N.T.S 26'-0"x1'-0"WIDE ner� C/+TAn@ PAINTFn YFI I OW STRIPFS SPEED BUMP N.T.S 4,500 P.S.I., 6% AIR ENTRAINED CONCRETE. 6"X6"X W2.OXW2.0 WWF REINFORCING WITH nnU/CI I Cn In1AITC 6" PROCESSED AGGREGA' BASE COURSE (CT D( M.05.0 12" GRAVEL OR CRUSHER RUN STONE SUB -BASE COURSE (CT DOT M.02.06) GRADING B ADHESIVE PER MFG COMPACTED SUBGRADE My 0- u n- v 0--0- Z0- �,0` ,-6-0- 0,-6 - 0- �, 0`" 000 00(� oOG o00 000 c00 c--O oOG oOG o00 000 BOLLARDS AT TRANSFORMER SCALE: NTS 1211 1'-011 , EQUAL EQUAL Ij 3" SCHEDULE 40 HOT DIPPED GALVANIZED STEEL PIPE SOLID GROUT WITH ROUNDED CONCRETE CAP - CENTER PARKING STALL DEPTH o N _. GALVANIZED 0 PIPE w `- 4 RAILS TYPICAL 0 0 2" SCHEDULE 40 HOT DIPPED o W o -' �� GALVANIZED STEEL PIPE RAILS - TYPICAL -------------------- - --------- WIDE N 0 `r -I` 4" SWL _ PAINTED 9 1" CONCRETE PAINTED ¢ LINES, to WASH LINE WHITE -- -- -_ - _ -- ----------- ---- --- ---- w SIGNS SEE DN-1 z �- RECYCLED RUBBER CART STOP-1-114' PAVING, PER CIVIL HIGH SEE SPEC Jo o !oO oC?S>Jor]iJoC� Io.0 JoC��LI.a(� JoojJ1 6J joO Q .-J �� .�� c . � -, �-•� � � „ �;,-. C � o �3� � � n T.. �- G� JoC.�3`I�Ci.�!a �iJoC i�or��JoF Jo. O iJo c��.!� C �Ja e ` 4 . A � . �! o ^`�'- J�lo. J w (n ~ C1 o u e O!� .G O �{� 0//^^••�� i .y.,0r�' i �' 0� G �t^ � ,C' °-) n p ,` ice' C) b 0 - G `�; 'l.l -. i ` 'Q :,� `�CI ^' �,�a ^`k7'�(� .�"tS�Q ��%�'�Ll I o a � a U r^� p i^� pr^� p ,�' O ,/^`� �� p ,�"`' p`^� 0 't'�'^1�11: -b _C) - C) j ;�-�> •O ., l�`b•1\J ."t,'`��1 ; � 0 : �. .4 r 0 r••. p � ry - o I �,oi , .`� r `i i t=1 r I S �1 lbl'��1 f�`�`I aT ` c.�� % .�V� 7'� o.`.•— L � �'I i t i i`I—�`) ,�07 ;�'. w I' I I— I�Sl I —I I I I— 1 —I'ri=l I 1=�'I n I I IRECYCLED M �.Q I I II I o 0 -I — —) I I —III III I I = RUBBER CART - I STOP I 1 -8 8._8" I I. -8 N Z a AGGREGATE BASE 10'-0" 12'-0" 10'-0" V) z C r a. '. e• a.e. i UNLESS OTH RWISE D CAUTION ""OTTHERWISE D = V-0" DIAMETER CONCRETE FOOTING CONCRETE FOOTING f'c = 3000 PSI MIN PAINT (2) COATS SAFETY YELLOW, IDTH EXTEND FULL AL CART OF CART CORRAL CORRAL LAYOUT CART STORAGE SCALE: NTS 0112 SCALE: NTS 0810 9" IN. 6" 12" TO 95% MAX DENSITY -�'�.n .-,n ,ten :.n ,.n ,.n •-,n ,-n .-..-.-.n PER ASTM01557 HEAVY DUTY CONCRETE PAVEMENT N.T.S END CAPS — - -r - -- ----- 6'.0" "6- NOTE: 1. CENTER IN WIDTH OF PARK STALL 2. PIN EACH END 3. SEE SPECS FOR MATERIAL WHEEL STOP SCALE: NTS 0710 YELLOW STRIPE PH 1 PH 2 AND PH 3 SAME AS PH 1 CAST-IRON COVER __ '4 CAST-IRON FRAME 1 , s 7 B S 1 CONCRETE EXTENSIONS 1 1, JUNCTION CONNECTOR ' NOTE 2 ' 2. ELBOW CONNECTOR 3. CONCENTRIC NEUTRAL 4. COMPRESSION CONNECTOR + 5. BOLTED CONNECTOR 6. TO JOT CONN GRIND LUG 7. TO TELEPHONE CO 8. TO GROUND RODS - NOTE 5 9. TO GROUNDING BAR ® GROUNDING DIAGRAM d . ° 0 4 GROUNDING BAR BAR POSITION V ° 0 0 o p 4'Z oO0. J po�p•o• p. p° P G .4 '0 0 1° LJ p o o°�o pG °p oOaO' oQ 00 ao o g1;t§ p 000 CONCRETE BASE DRIVEN DRIVEN GROUND ROD GROUND ROD Notes 1. Use concrete extension segments, 2-inch SC 0174902 or 4-inch SC 0174903 (each segment is a quarter Gircle), if required to adjust frame to road grade. 2. For roadway installations, install a concrete base to support hexagonal handhole. Concrete to be 8-Inch minimum depth with strength of 3500 psi. 3. In order to gain Increased flexibility of jacketed concentric neutral cable to allow easier operation of elbows: Strip the cable jacket back to the duct entrance, seal the jacket In accordance with DTR 33.411, and then re -map the concentric neutral wires back to within 1 foot of the elbow connector. 4. Install a grounding bar SC 0177525 on clear surface adjacent to junction connectors. Ground the bar by connecting it to the concentric neutrals with a #2 AWG solid copper grounding wire, 5. Drive two galvanized steel ground rods in trench near handhole and connect as shown in grounding diagram. Minimum separation of ground rods Is 8 feet. See DTR 56.221. ORIGINAL15 OR 23 KV MULTIGROUNDED - 3 PH - CONVENTIONAL UG SYSTEM HEXAGONAL HANDHOLE WITH LOADBREAK JUNCTION CONNECTORS 11115/9® APPROVFD' 9t11os NORTHEAST UTILITIEST CONSTRUCTION STANDARD DTR 76.623 3 CONCRETE HEXAGONAL HANDHOLE SCALE: NTS 0906 PAVING PER iv 6" RADIUS CORNER CIVIL \ PLANTING AREA PER 7 TLANDSCAPE DRAWINGS `° � 060 000 0Oo 000 00o 000 —I 11= �fop'cop' 'o0°C7'oo°Cf'oo°CC'oo° 000 000 000 060 060 000 QUA QUA I —III= :'0' 'o_ '00"0C" )C1'o #4 BARS CONTINOUS one o on0 ono ^ �� ono I I (— TOP AND BOTTOM X - — — — — o 4PORTANT - NOTE -I I -I I -III -III I I-� I REBAR =1 I IEE I IE 115 _ I MI 11- --- -III-III-III-I I -I I 1=1 I I -III-__ COMPACTED SUBGRADE _ TO 95% MAX DENSITY III=„1�11111�1�III�11111�11111�11�I�II PER ASTMD1557 NOTE: 1/2" PRE -MOULDED JOINT FILLER AT 25' ON CENTER (MAXIMUM) AND AT START AND FINISH OF ALL CURVED SECTIONS DEPRESSESD CONCRETE CURB SCALE: NTS WALL WHERE OCCURS —►� SEALANT AND 1/2" PREMOLDED JOINT 1 /8" X 1 1 /4" FILLER - FULL DEPTH SAW CUT JOINT—�` CONCRETE SLAB OR CONCRETE CURB SLAB OR CURB OCONTROL JOINT O EXPANSION JOINT 5'-0" 5'-0" 5'-0" 5'-0" 71 WALL LINE (WHERE OCCURS) MEDIUM BROOM FINISH JOINT THROUGH AND FULL HEIGHT MJIMUM MAXIMUM MAXIMUM MAXIMUM B .. SD201 CONTROL JOINT A B . SD201 SD201 EXPANSION EXPANSION JOINT 20'-0" JOINT OF CURB PLAN MAXIMUM ' (EXCEPT AT ENTRY CANOPY) ON -SITE SIDEWALK DETAIL SCALE: NTS 0710 0) C DC:(D 4- . L U a, E - N O U �> Qww ® C R 100 Constitution Plaza, 10th Floor Hartford, CT 06103 (860)249-2200 (860) 249-2400 Fax Z '- � W cal U CL �- 0 U O �oz LIJ Lu I J iv o Z 0 >QzU W Oz�O Q Cn W a Z o 0 117111 LO CL LiJ w �— F_ O � o I z w w :2 0 O O U U z z 0 0 o� a ozoo w W w p0_ CO mowow O O N N z o 0 0 0 O \1\\ a)M co rZ n C O ` a W N 0 0 0 Z N M 7 Designed J.A.B. Drawn S.E.L. Reviewed Scale N.T.S. Project No. 13C4718 Date 09/18/2019 CAD File: DN 13C471801 T if le SITE DETAILS Sheet No. ip M DN-3 0 m 02021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES L m C:n' ^' -i - '=- W > O (� Qww MIR C 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860) 249-2400 Fax Nu .20951 8 .,,� • MN. CJ = 7- Q UJ Oo:Z z0 Z 0 U-JIII m (D,3: a,Q!� L-0T fo)�; w O Al..liti%h^��Xt...NW..In..C.l�h\l`nYTRCiRYh:.11lYSttC�11^ti�\UUN:1 U Z Z cw w cC C G O 0 U U Z O 0O U 2�Du1 n- ❑ Z ❑ ❑ z p Z w N ❑ W 0 W ❑ Q 2' Q 0' ON N N N Z 0 0 0 0 CN N () MO N ^O ` w ❑ 00 K a Z N M V Designed J.A.D. Drawn S. E. L. Reviewed Scale N.T.S. Project No. 13C4718 Date 09/18/2019 CAD File: DN 13C:47 1801 Title SITE DETAILS ......................... Sheet No. DN-4 Vi z X 19 z 0 U 3 0 8" MIN- 18" MAX TOP SLAB 20"x24" OR 24" DIA d ° 12" (TYP) 48", 54", 60", 72" OR 96' q . POLYPROPYLENE SA F =1 STEP 12" O.C. (TYP) t (SEE NOTE 6) .a' 4'-0" MIN ° a . 1 „-4 a MAX d <a ° .: .'a NOTES: FRAME AND GRATE SHALL BE NEENAH R-3563-HB 6" MAX '- STEPS OR LADDER ORIENT SO THAT THEY ARE NOT ABOVE PIPE KOR-N-SEAL AROUND PIPE PRECAST BASE AND INTEGRAL RISER 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH A.S.T.M. C-478. 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN CLEARANCE. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL PRECAST CONCRETE SHALL BE CLASS A. 4. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" CB, 48" FOR 60" CB, 60" FOR 72" CB, 84" FOR 96" CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" CB; 12" FOR 72" AND 96" CB. 5. WALL THICKNESS DESIGN SHALL BE DETERMINED BY A LICENSED ENGINEER FOR CONFORMANCE TO STANDARDS AND HS=20 LOAD RATING. ONSITE CATCH BASIN STRUCTURE- >5' PIPE COVER (WITH NEENAH R-3563-HB FRAME AND GRATE) SCALE: NTS R-3563-H Gutter Inlet Frames, Grate Heavy Duty VVEIR SO, PERIMETER CATALOG GRATE FT. LINEAL NUMBER TYPE OPEN FEET 6" REDUCING SECTION s" 3p„ 11 `L S •• 5' 1~ �[ 2" 4", 6', OR 12" SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE 18" ALL METAL PIPE 21" HDPE 18" RISER SECTION NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C913 / k \0" MN 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC 281 SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE 5`L I„ PLACED IN KNOCKOUTS. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, N /�\ RISERS AND FRAMES. N 4. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAX DIAMETER OF 28". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. N z 5. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION 0 SHALL NOT EXCEED 1/2"/FT. N 6. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD z SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. °1 z 7. MAX DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 5'-0". 8. VERTICAL EDGE OF REDUCING SECTION SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. (MEASUREMENT AT THE TOP OF THE BASE) oQF-rncT RAcF cr7rTIONI 9. WALL THICKNESS DESIGN SHALL BE DETERMINED BY A LICENSED ENGINEER FOR i iiL�,nai un..iL JLVIIVIV CONFORMANCE TO STANDARDS AND HS=20 LOAD RATING. DH 13E DA 00'r� Ej A DJN D IJ C TU R F 7 - PIPE aU 01J� H H H �1 H ��D o �C=� ��' ' Nq i�JD DGJ� L F� SCALE: NTS R-3563-HE I< 1.3 7.3 NOTE: CONTRACTOR TO VERIFY GRATE HAS A MAXIMUM OF 1" OPENING NEENAH R-3563-HB SCALE: NTS a a e. d'•. a e - d a'o 0 <° BYPASS WEIR ' a ' d a' a OUTLET TO d HYDRODYNAMIC d' SEPARATOR a ELEV. "B" a BYPASS INLET OUTLET H ELEV. "A" ELEV."A :d o d - `- d. d SECTION A -A BY-PASS MANHOLE STRUCTURE SCALE: NTS PLAN BYPASS MANHOLE AT HYDRODYNAMIC SPARATOR HEIGHT H (FEET) HDS-204 1.34 HDS-211 1.14 HDS-218 1.07 HDS-319 1.32 RIE N.T.S \A AA11 Ini r rnALAr o- COVER GRADE WITH GRADE RINGS UM NUM STEPS IDE DIA. PRECAST 2ETE MH SECTIONS E 2 )E MIN. CONC. WALL DISCHARGE PIPE 1 %1Tln IIVA 1_I :2 H X 5" WIDE IFICE 1 HIGH X 3" WIDE STRUCTURE BOTTOM WIDTH TO MATCH STRUCTURE INSIDE DIAMTER 'N- DRILL AND GROUT #5 DOWELS 18" LONG WEIR WALL FRONT ELEVA11ON TO MID POINT OF BASE NOTES: 1. SEE PLANS FOR UNDERGROUND DETENTION SYSTEM DETAILS. ALL UNITS TO BE INSTALLED TO THE MANUFACTURERS SPECIFICATIONS. 2. UNDERGROUND DETENTION SYSTEM, MANHOLE FRAMES AND COVERS TO BE HS20 QUALIFIED. UNDERGROUND DET TI N OUTLET CLOMTROL STRUCTURE 1( S-21) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 8" 14" 8" v 12" a . 0000 "I' a 24" a . 111 .4 a' _ Q 4 . 3" c 3„ 4� a. TYPE P GRATE OPENINGS IN DRIVEWAYS AND PEDESTRIAN AREAS SECTION=3'-O" (TYP.) NEENAH FOUNDRY CO. HEAVY DUTY TRENCH FRAME WITH GRATED COVER MODEL NO. R4990-DX ADJACENT PAVEMENT OR LANDSCAPED AREA 8" PVC #5 ® 12" O.C. #3000 CONC. UNDISTURBED OR COMPACTED SUBGRADE A FRAME SECTION a aQ d d1 a A. -Q . • d' d ' • ._jai i HE E o ur CRUSHED STONE BASE COURSE TONGUE END FOR INLET GROOVE �W C D D a 41 a 0 TYPE P GRATE TF=115.89 INV.=113.00 .4a c- d .e a;• •d . - B SLOPE F) A D SECTION AT CENTERLINE (PROFILE VIEWi -III-I I I- COMPACTED SUBGRADE TO 95% MAX DENSITY PER ASTMD1557 n a INSTALLATION DETAILS Diameter R1 END VIEW Dimensions Diameter A B C D E F R1 W 12" 0 4" 2'-0" 4'-0 7 8" 6'-0 7 8" 2'-0" 3 1 9" 2 9 16" 15" 0 6" 2'-3" 3'-10" 6'-1" 2'-6" 3 1 11" 2 11 16" 18" o 9" 2'-3" 3'-10" 6'-1" 3'-0" 3 1 12" 2 13 16" 24"4 10" 3'-8" 2'-6" 6'-2" 4'-0" 3 1 14" 5 21 32" 30"0 12" 4'-6" 1'-8" 6'-2" 5'-0" 3 1 15" 4 17 32" 36" 0 15" 5'-3" 2'-11" 8'-2" 6'-0" 3 1 20" 4 17 32" 42" 0 21" 5'-3" 2'-11" 8'-2" 6'-6" 3 : 1 99" 4 13 32" NOTES: 1. Produced to ASTM Specifications. 2. This drawing is not intended to show reinforcement design. Either as to placement or steel area. Actual project specifications or current ASTM will govern. N.T.S. FLARED END SECTION DETAIL ZDD-062 a 3 c2 N - 0) 0 C: W o) E N � (DL O L ED L u ._I 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860) 249-2200 (860)249-2400 Fax C� iLu C.4 U ® U z <w I r pn ® r0 U Z W � m L W o- D Lu V) z z z W W O O U U z 0 0 I * a 0 z 0 O z O z W UJ a.m o w o w o Q Q 0 0 0 0 z (N CN CV CV co co M n N a (0 N. CD ` w c' N O O a Z N CO ' Designed J. A. B. Drawn S. E. L. Reviewed Scale N.T.S. Project No. 13C4718 Date 09/18/2019 CAD File: DIN 13C471801 Title SITE DETAILS II' Sheet No. DIN-5 I BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. -Pi I LI- rvn�1_ CONTRACTOR TO GROUT TO FINISHED GRADE r TOP AND SIDES_/ SEALED TO VAULT INLET PIPE WEIR AND ORIFICE - __ MATES id m C OUTLET Ld > I I PIPE I PERMANENT POOL ELEV. FLOW CONTROL WALL GENERAL NOTES 1. CONTRACTOR TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. VORTECHS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 3. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. 4. INLET PIPE(S) MUST BE PERPENDICULAR TO THE VAULT AND AT THE CORNER TO INTRODUCE THE FLOW TANGENTIALLY TO THE SWIRL CHAMBER. DUAL INLETS NOT TO HAVE OPPOSING TANGENTIAL FLOW DIRECTIONS. 5. OUTLET PIPE(S) MUST BE DOWN STREAM OF THE FLOW CONTROL BAFFLE AND MAY BE LOCATED ON THE SIDE OR END OF THE VAULT. THE FLOW CONTROL WALL MAY BE TURNED TO ACCOMODATE OUTLET PIPE KNOCKOUTS ON THE SIDE OF THE VAULT. INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). 2. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 3. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 4. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. ALL JOINTS BELOW PIPE INVERTS ARE TO BE GROUTED. ADJUST USE E> REQUIR M.J. G/ MUELLE APPROT SCALE: NTS HYDRODYNAMIC SEPARATOR WQF (CFS) HYDRODYNAMIC UNIT HDS-204 2.65 VORTECHS 3000 HDS-211 1.91 VORTECHS 2000 HDS-218 1.93 VORTECHS 2000 HDS-319 1.97 VORTECHS 2000 VORTECHS HYDRODYNAMIC SEPARATOR SCALE: NTS 8' ABOVE GRADE GRADE MANHOLE FRAME AND COVER 1 2" VENT PIPE \` STRUCTURAL JOINT - I I INLET i---------------- 12" PVC SCH. 40 DWV PIPE OR CAT IRON PIPE PRECAST CONCRETE 36" I- 3" STATIC LIQUID LEVEL TSAND AND GRIT BAFFLE STRAP PIPING TO UNIT 2'-6" MIN. EXTERIOR PROTECTIVE COATING ° d 4. d ° .° d•d V� .B• O.. DESIGN LOAD HS20-44 CONCRETE MIN. 5000 PSI @28 DAYS STEEL REINFORCEMENT-ASTM A-615-79 GR-60 8" MIN. T BRICK OR BLOCK STRAP PIPING TO UNIT STRUCTURAL JOINT WATER SEALED JOINT -� OUTLET d ° ° 12" PVC SCH. 40 DWV PIPE OR CAT IRON PIPE ° \ d• 1 d / _- d. m d. a CUT FACE ° \ d •• 24 12" 1 DETAIL NOTES: 1. TANK SHALL HAVE A MINIMUM CAPACITY OF 1500 GALLONS. TANK SHALL BE CONSTRUCTED OF PRECAST CONCRETE. 2. INTERIOR OF THE TANK AND EXTENSION TO GRADE MANHOLES SHALL BE COATED WITH AN EPDXY PETROLEUM RESISTANT SEALANT. EXTERIOR OF THE TANK AND EXTENSION GRADE MANHOLES SHALL BE COATED WITH A WATERPROOF FOUNDATION SEALANT. THIS INCLUDES THE TANK EXTERIORS TOP AND BOTTOM. 3. STRUCTURAL SEAM OF THE TANK SHALL BE FILLED IN WITH NON -SHRINKING CEMENT OR WATER PLUG AND COATED WITH WATERPROOF SEALANT. 4. VOIDS BETWEEN INLET AND OUTLET PIPING OF THE TANK SHALL BE GROUTED WITH NON -SHRINKING CEMENT AND COATED WITH A WATERPROOF SEALANT. 5. THE TANK SHALL HAVE EXTENSIONS TO GRADE ABOVE THE INLET AND OUTLET PIPING. THE EXTENSION SHALL HAVE FRAMES AND MANHOLE COVERS. THE MANHOLES, EXTENSIONS AND ACCES SES SSES TO THE TANK SHALL BE AT LEAST 24 INCHES IN DIAMETER. 6. THE OUTLET PIPING SHALL UTILIZE A TEE -PIPE ON THE INTERIOR OF THE TANK. THE TEE -PIPE SHALL BE EQUIPPED WITH A STRAND PIPE RISER EXTENDING UP THE EXTENSION TO GRADE BUT NO CLOSER THAN EIGHT (8) INCHES FROM THE MANHOLE COVER. THE TEE -PIPE SHALL EXTEND SIX (6) TO TWELVE (12) INCHES FROM THE BOTTOM OF THE TANK. 7. THE INLET EXTENSION TO GRAD SHALL BE PROVIDED WITH A VENT LINE WHICH EXTENDS EIGHT (8) FEET ABOVE FINISHED GRADE AND PROPERLY SECURED TO THE BUILDING. THE SIZE OF THE VENT SHALL BE HALF THE SIZE OF THE OUTLET DISCHARGE LINE. 8. THE HORIZONTAL STRUCTURAL SEAM OF THE TANK SHALL BE LOCATED ABOVE THE STATIC LIQUID LEVEL OF THE TANK. 9. THE INCOMING PIPE SHALL NOT INCLUDE ANY SOURCES OF DOMESTIC WASTEWATER. 10, THE OUTLET PIPE SHALL BE CONNECTED TO THE STORM SEWER. 11. THE OUTLET PIPE SHALL BE AT LEAST THE SIZE OF THE INLET PIPE OR GREATER AND AT A MINIMUM SHOULD BE 4.0 INCHES IN DIAMETER. 12. IF HEAVY PIPING, SUCH AS CAST IRON IS USED, ALL PIPING MUST BE STRUCTURALLY SECURED. 13, THE CONCRETE COVERS PROVIDED BY THE OIL SEPARATOR MANUFACTURERS MUST BE REMOVED AND DISCARDED. OIL/WATER SEPARATOR SCALE: NTS 1 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES_ FINISHED GRADE CATCH BASIN OUTLET HOOD NOTE: NEENAH - R-3711 OR EQUAL =�0C0�D ED 0U T L1,E- N.T.S. FIBERGLASS SEPARATION OF CDS STRUCTURE. SCREEN PHD Still SUMP OPENING cnINDER AND P{LFT A NI FLU A / P I � TOP ELAm ACCESS _I / �'•---(SEE FRAME AND COVER DETAI we NYDRanr S'•IEAK PLATE- .- <e-TO. MANHOLE STRUCTURE MAX PLAN VIEW B-B N.T.S. CONTRACTOR TO all TO AfiiHEO GRADE aw,oE RP1C+4TafSERS � FIBERGLASS SFPr wTK:N _ CrIR{DER AfIDINLET 1 B INLET PIPE IMUL7mLE R `Et MFES [i NAY SE ACCTNAMI:DATED) E' O0. &LFFL'c SKIP.T- .f SEPFRA7 N SCREEN PLC HYr.RAULIC _ I SHEAR PLATE SOLIDS STORAGE SUM? -'• , ELEVATION A -A N.T.S. A� i 1 6 35 W 4 J J li U Z Qo m< �Ld � W Ow > CL 5-4" J 7 1/2" V-6 7/8" V-6 7/8" 7 1/2" SECiii 0 A -A TYPE "C" CATCH BASIN GRATE 4'-4" 2" 3 i3/ii 5/81, 2'-0" 2'-1 I m <r a 6" 6" CDS2015-4-C DESIGN NOTES Cp$gUt �r'�C' RATED TREATMENT CAPACITY IS LA CFS, OR PER LOCAL REGLILRTI`)Y'-. THE STAMPARO COS201E-a•C CO){FKIURATI10415 SHOWTL ALTERNATE CONFIGURATIONS ARE AVAP_ABL£ AND ARE LISTED BFLC-'h. SOME CCNFI. URATIl MAY BE COMBINED TO WIT SITE R-O JR£ME.NIS. CONFIGURATION DESCRIPTION DHAI ED N El' 0.YMY iN0 FILET %+E I CRATED 6{LET tt7TN IrhET %PE OR SAES _ GURU INLET ONLY (140Ifli PIPE) CURB INLE I PATH I1AET PGE OR %%S FRAME AND COVER IDIAM ETER VA.RILSI r{.-.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE TO 1YATER QUALITY PLOY: HATE tL'FS) FFV(%O'tI RFTE ;CF S', • RETURN PERYJOOf PEAR iMOW YRS� ' SCAEEN APERTURE :.2:aU OR aT001 PIPE DATA: I.E. MATERIAL gAf1ETER IF1E: %PE t_ ' IN.ETPIPE 2 -' CUTLET PIPE ' RIM EtEVATIl ANIFFLOTATICNBr LLAST 4_C: ill_ tL1G;'T r{OTES•SPECNL REGUIRENENTS: ' PER ENCINEER OF RECCII GEFIERALNDTES 1. CONTECHToPirc/pE ALLMATI:Rti UNLESS NOTED OTHERMSE 2. DGFENSIQYS !LARKED W1TN i) AFiE REFERENCE g1.lENSIONS. ACTUAL DYAENSIONS NAY VARY. S. FOR PABRICATICN ORAK1t{GS W111H DETAXED STRUCNRE q'AENSIONS A.NDtYE1GH; S PLEASE CONTACT YOUR CONIECH WNSTfiI.CTYJN .p PRODUCTSR£TA.E SEMAIIVE wrc w,c L tREVIcm 4, STRUCATER GUALTYSTRUCTIiR:E GNALLN INA::CCKtOANAL WTTHALLSHTO' DA1AANC)ATING.IASSU I:(G GRODUIP{TWs ELE'ANG. 5, STRUCTURE SHALL MEETMBHTO N520 AND C+1STiNGS SY.A! L MEET MSHTO '.QTG tOAO RATING, A55'ANt{G GROUND'NATER ElE'.'ATICN AT CG BELOW THE OUTLET PIPE INVERT ELENATION. ENGINEER OF RECORD TO r1MFIRM ACTUAL GROUND'INATER EtElATON, S. Ei HYDRAULIC SHEAR PRATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CVMINDER. REMOVE AND REPLACE AS NECESSARY OU%NG AL+Rl <NA iCCULEN ONO, _ TALLATIDrJ FMTEs 1, ANV SL4•EASE. RACKFKL 0EPTH. Al X17WLOTATON PROVISIONG ARE SRESPE^.FIG DESIGN CON^dDERATIONE. ,Vk, SHALL BE SPEI.III D BY ENGREER OF RECORD. 2. CONTRACTOR TO PRO'ADE ECUIPMIENT WITH SUFFICENT LIFTNK3 AND REAG!{CAPACRV TO LIFT MN9ET THE L9S)ANbIOLE STRUCTURE (LIFTING CLUTCHES PROIiCCOt 3, CON7RACTO R TOAC`JOINT Sli RETY.FEN ALL STRUCTURESEC'IOIS AND ASSENBt ESTRACTURE. A- CONTRACTOR TO PRO'AOE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS YATII ELEVATICNS SHOYA. 6. CONTRACTOR TO TNIE APPROPIRATE MEASURES TO ASSURE UNIT IS WATER TWO. HOLONG WATER TO FLOV.IMNE I W ERI MINIMUM. IT /S SUGGESTED TI AT ALL JOINTS EELOW PB`E INVERTS ARE GROUTED. CDS HYDRODYNAMIC SEPARA � OR HDS-100 AND HDS-500 NOTE: 1. DRAINAGE OPENINGS IN 4 WALLS AT OR IMMEDIATELY ABOVE THE BOTTOM OF THE PERVIOUS BACKFILL. 2. INSTALL 6" THICK BEDDING LAYER OF 3/4" CRUSHED STONE AT EACH CATCH BASIN LOCATION. 10 3/16" 10" 10 3/16" 10" 8 5/16" 2' I_ 4 13/16" r _ - e 1-10 1 12 r 2' - 8 3/4" W m 7 5/8" 7 5/8" J 8" J_ U Z m�11 a m > D W 0 w DOA. w = VAR. CL SCALE: NTS I6" BARS q S 'A' CONCRETE OR AST CONCRETE UNIT 3S 'A' CONCRETE OR :AST CONCRETE UNITS WALL THICKNESS - 12" AT DEPTH GREATER THAN 10 CLASS 'A' CONCRETE PRECAST UNIT . 0 TYPE "C-L" CATCH BASIN GRATE -4" 5'-4" DRAINAGE OPENINGS IN 4 WALLS AT OR IMMEDIATELY ABOVE THE 801 fOM OF THE PERVIOUS BACKFILL. 8 5/16" 5" 10 3/16" V-8" 10 3/16" 5" 4 13/16" 1/2" MIN. CLASS "A" CONCRETE OR PRECAST MIN. _ ° a CONCRETE UNIT TO FIT NEENAH a ° . 8" ° a • GA Q ° R-3563-HB INLET FRAME AND e • •� ao .E 1-6 1/2 11 ° ' ® GRATE 12" 1-8 3/1 12" I 2'-0" 2'-0" MINIMUM DEPTH UNLESS SPECIFIC- ALLY ORDERED, OTHERWISE UNDER 8" 13/16" 7 13/16" TRAVELWAY V-7 1/2", UNDER UNTRAVELED AREAS 0'-3". •o-- 8„ 8" HOOD OR ELBOW LIJ W J J m m Q Q MP > IN SANDY SOILS, (MIN) APPLY DAMPPROOFING CLASS "A" CONCRETE OR ON 4 WALLS PRECAST CONCRETE UNITS. C . ° . , ° . ° • o 4 ° C • . • 4 . 4 8" 4'-0" 8" 8" 3'-0" 8" CLASS "A" CONCRETE OR - 5' 4" PRECAST UNIT 4'-4" SECTVOM -ON B SECTI 7Y i�U � 0 0 Vre ALI y TOE RMS IN �r�JO H00o 0 (D L 0) C: 7-�� --• rtY �- > 0� U �> c- QLuLu -i C 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860) 249-2200 (860) 249-2400 Fax S v° o 'l No.2�51 0° C N U I- C� ~ ® `d 0 W Z Q I r 0 0 Z ry : 0 �n LLi ai:� co Z WSW W L C. LIJ > L- F�- W n � V) 0 Z Z w W 0 0 20 Z 0 z 0 0 -oC\I� w � w a Z0ZW w a W L N 0 W 0 W Q W Q 4 N N Z 000c) O ii T` J co _- ` CN a i O CV CV 11J C) ,- .- 0 0 rY O Z CV M d Designed J.A.B. Drawn S.E.L. Reviewed Scale N.T.S. Project No. 13C4718 Date 09/18/2019 CAD File: DIN 13C471801 Title SITE DETAILS Sheet No. DN-6 NOTES: 1. MINIMUM 4' DIAMETER MANHOLE. SEE MANHOLE FOR REMAINDER MH DETAILS. 2. DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER AN EXISTING LINE; OTHERWISE, THE OPENING MUST BE CAST. 3. OPENINGS IN PRECAST UNITS ARE TO BE 4" MINIMUM TO 8" MAXIMUM LARGER THAN THE OUTSIDE DIAMETER OF THE EXISTING PIPE. 4. TOP HALF OF EXISTING PIPE TO BE REMOVED FOR FULL LENGTH EXPOSED INSIDE MANHOLE. EXISTING MAIN TO BE NEATLY CUT ALONG THE SPRING LINE OF THE PIPE. FINISH INTERIOR WITH 2 COATS OF KOPPERS BITUMASTIC PRECAST CONCRETE 12" MIN. BASE NON —SHRINK MIN. Y2'PER FOOT GROUT SLOPE MANHOLE INVERT SHALL BE: CAST —IN —PLACE CONCRETE _= WITH MH BRICK SHELF d�. f 66"„ 8" 5'-10" J" CRUSHED STONE BEDDING UNDISTURBED MATERIAL EARTH DOGHOUSE MANHOLE BASE N.T.S. R=1 /16" 3 3 ± 1 S IN CONCRETE WALLS BE COATED WITH ER BITUMASTIC OR CHROMATE PAINT NOTE : STEPS TO BE FORGED ALUMINUM STANDARED M A H'F'o0L EP 3TE1: N.T.S. BLSS-005 WARNING TAPE TO BE INSTALLED 24" BELOW GROUND SURFACE PROVIDE AND INSTALL 2' CLAY DAM ® 50' C-C IN PIPE BEDDING MATERIAL IN ROCK 6" MIN. 1'-0" MIN. TRENCH WIDTH (� O.D. + 2'-0" MIN. i-- EDGE OF TRENCH 4' MIN. SUPPORT SYSTEM AS REQUIRED SUITABLE BACK FILL TYPE GW, GP, SW, SP PER UNIFIED SOIL CLASSIFICATION SYSTEM OR AS APPROVED BY SITE ENGINEER COMPACTED TO 95% MAX. DRY DENSITY IN LIFTS (8" TYPICAL) PER ASTM D1557 (MODIFIED PROCTOR TEST) PIPE BEDDING MATERIAL COMPACTED AT 95% MAX. DRY DENSITY IN LIFTS OF 6 INCHES. SPECIAL FOUNDATION IF ORDERED BY ENGINEER - 3/4" CRUSHED STONE BOTTOM OF TRENCH DETERMINED BY GEOTECHNICAL ENGINEER IN PEAT AND UNSUITABLE SOIL AREAS TO BE INSTALLED TO DEPTH TYPICAL SANITARY FORCE MAIN TRENCH SECTION N.T.S BLSS-010 SYMM. q FINISHED GRADE PAVEMENT J `- LOAM 6" W=4/3 D + 18" 6" NOTE: 4'-6" MIN. DEPTH PIPING TO BE HYDROSTATIC TESTED FOR OF COVER 2 HOURS ® 100 P.S.I. OVER NORMAL OPERATING PRESSURE AFTER INSTALLATION COMPACTED BACKFILL (95% COMPACTION PER ASTM D1557) ' COMPACTED SAND �BACKFILL 3" IN EARTH t S\/ — 8" MIN. IN ROCK NOTE: FIRE LINE PIPING AND SERVICE PIPING > 3" I.D. TO BE CLASS 53 DUCTILE IRON WITH RESTRAINED JOINTS 40 FT. EACH SIDE OF ALL FITTINGS, ELBOWS AND APPURTENANCES. DOMESTIC PIPING < 3" I.D. TO BE TYPE K COPPER PER ASTM B 88. TYPICAL WATER MAIN AND SERVICE TRENCH DETAIL N.T.S. BLWD-005 II SLOPE PLAN LINE �--� 1" MIN. La e.o.• a o. '..•4 0.. a oQ•ao.00O.O. 9'9,a 12' MOD. o• O•oo• O o.s:a:a.o.o O•o•O;o• ,Q •O RIPRAP o•a:a:o:o•o O. O.O O �O•p 18" INTER. ,Q• .O.O O.O.O.a O. L .O •O.O G.pA.a o, •o .� o o.o.o.a o 36' STD. FLARED GRAVEL FILL END SECTION OR CONC. ENDWALL �1•_0" 6" MOD. & INTER 12" STD. SECTION A —A La = 1D7 Q + 8Do NOTE: CALCULATION PER THE 2002 CONNECTICUT W =3Do -I La MANUAGUIDELIN SECTION 5-FOR SOIL EROSION AND SEDIMENT CONTROL d5o_ 0.02 ( Q ) 4/3 TW Do RAP -OUTLET PROTECTION SCALE: UTS L--W O.C. (TYP.}— —36" O.C. (Trn. 0 B 4p 0 5'5" FROM CURB OR 7"x13" K.O. 13"x24" K.O. PER PLAN Li LIFTING INSERTS 19" 38" 19" TRENCH WIDTH I� O.D. + 2'-0" MIN. I 9" - EDGE OF TRENCH hF- r SUPPORT SYSTEM AS REQUIRED I I I 16" 7"x13" K.O. 22- A SUITABLE BACK FILL TYPE GW, GP, SW, SP PER UNIFIED SOIL CLASSIFICATION SYSTEM '' II 7"x13" K.O. OR AS APPROVED BY SITE ENGINEER B �u WARNING TAPE TO BE INSTALLED 4' MIN. COMPACTED TO 95% MAX. DRY DENSITY IN LIFTS (8" TYPICAL) PER ASTM 24" BELOW GROUND :SURFACE ` D1557 (MODIFIED PROCTOR TEST) 76" 3/4" CHAMFER p 0 Op I p 00 ,9(56 6, 40,10 O PIPE BEDDING MATERIAL 12' 52" 12" BOO 04 COMPACTED AT 95% MAX. DRY �� 54" Op 0 DENSITY IN LIFTS OF 6 INCHES. 6 61 14" 34" 6" MIN. p00 OV SPECIAL FOUNDATION IF ORDERED BY 36" 30" :j I_.>: 14 1'-0" MIN. O_ O ENGINEER - 3/4" CRUSHED STONE " IN ROCK OgO v 6„ O v 01 13 _ I 7„ O.D. 1'-O" BOTTOM OF TRENCH 2O1,T I 13" leil 24" 112 I 15%2 13„ 311/2' "i f TO BE INSTALLED TO DEPTH DETERMINED BY GEOTECHNICAL ENGINEER 2MG f oN A -A SECTION B-Q `- IN PEAT AND UNSUITABLE SOIL AREAS NOTES: 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI AT 28 DAYS 2. SHALL MEET ALL PROVISIONS OF ELECTRIC CO. 3. SHALL BE INSTALLED 2' OFF CURB AND PROTECTED BY BOLLARDS. 4. SEE DETAIL FOR STEEL BOLLARD INSTALLATION 5. CONTRACTOR SHALL CONFIRM PAD SIZE AND BOLLARD LOCATION WITH ELECTRIC TYPICAL SANITARY SEWER COMPANY PRIOR TO CONSTRUCTION T I N TRANSFORMER PAD N.T.S BLSS-010 SCALE: NTS IN EARTH I IN PAVEMENT 4" TOPSOIL - APPROVED COMPACTED BACKFILL (95% MAX DRY DENSITY) COMPACTION PER ASTM D1557 IN 8" LIFTS O QWw �WI- 000 (000 I I I i•� i•7 cV BOTTOM OF CONDUIT TRENCH 7" SAND BED FROM MAIN TO METER PIT (GAS LINE ONLY) 1'-0" MIN IN ROCK. SCALE: NTS "" ^'" END CAP (C SEE DETAIL FOR PAVEMENT SECTION TRENCH WIDTH: 1'-6" (GAS) 1'-0" ELECT. AND TELECOME 3'-0" WHEN ELEC., TELECOM. ARE GROUPED IN TRENCH METAL STRIPS BURIED 12" ABOVE P.E. PIPE EVERY 5' & AT BENDS (GAS LINES ONLY) MARKING TAPE BURIED OVER ELECTRIC, AND TELECOM CONDUITS 12" SAND COVER OVER PIPE SPECIAL FOUNDATION, IF ORDERED BY ENGINEER 3/4" CRUSHED STONE TO BE INSTALLED TO DEPTH DETERMINED BY GEOTECHNICAL ENGINEER IN PEAT AND UNSUITABLE SOIL AREAS MANHOLE DESIGN SPECIFICATION CONFORMS TO LATEST: 24", 30", OR 36"0 OPENING ASTM DESIGNATION C478 g' (CUSTOM OPENINGS OR HATCHS NOTES: TTCAN BE CAST ON REQUEST.) 1. JOINT SEALANT IS BUTYL RUBBER MASTIC TYPE SEAL THAT CONFORMS T7" FLAT TO LATEST AASHTO SPECIFICATION TOP M-198. MEETS FEDERAL W-6"p SPECIFICATION SS—S-0021(210—A). 2. REINFORCING STEEL WELDED WIRE 4' OR 5'0 MANHOLE FABRIC CONFORMS TO LATEST ASTM COMPONENTS SPECIFICATION A185. 4' OR 5'0 3. REINFORCING STEEL DEFORMED ;..-. " ` '.'t `.-:' 17" BARS CONFORM TO LATEST ASTM • OPENING REDUCER SPECIFICATION A615. :. 12 "• 4. CONCRETE COMPRESSIVE RISER STRENGTH— 4000 PSI AT 28 DAYS. HEIGHTS 5. MANHOLE STEPS MEET LATEST 1' OSHA REGULATION 29 CFR 1910.27, 2' SECTION 16 OF ASTM SPECIFICATION 3' C478 AND SECTION 10 OF ASTM 4, SPECIFICATION C497. 5' 6. WHEN SPECIFIED, MANHOLES ARE COATED WITH BAY OIL, "EBONY". �, 7. METHOD OF MANUFACTURE: WET j CAST. WEIGHT CHART 12" APX WEIGHT 3' RASE TYPICAL BASE 4' RASE 17400 MS. S' EIASE 20300 LBS. HEIGHTS s' BASE 23300 MS. 3' 7' RnsE 2e300 LBS 4- 6 BASE 35000 LBS. ::�; 5' 1RISER 2400 LBS. 6' 2 RISER 53DO LEIS. 8'-0"0 9" WALL 7' a' RISER �w MS. TYPICAL 8' s RISER 14300 LES. a RISER 17200 LBS, 7' RISER 202GO LBS, 8' J 8 RISER 232DO MS. I n• REDUCER, e' To 4' Da 9200 LBS. 13" 17' REDUCER, 8 M 5 OIA 8300 LES. 'r:: ;' :• ? ; •:'::' `•Y�'`•�T•`5 ' BASE FIAT SLAB TOP W 24" OPENING 10400 MS. ��a'4.:�y``•.''°�•• SLAB FLAT SLAB TOP W 30 OPENING 10200 LBS. -+ 9'-6" * FLAT SLAB TOP 4Y 36' OPENING 9800 LBS. MANHOLE T SCALE: NTS 18"x18" PAD 28 DAY 3000 PSI CONCRETE GRADE /— CAST IRON COVER READS "SANITARY" CLEAN -OUT PLUG CAST IRON CLEAN -OUT f, BOX I\\P 6"-45' ELBOW CLEAN -OUT BOX IS INDEPENDENT J r OF PIPE AND THEREFORE IS / FREE TO MOVE WITH THE SETTLE 45' "Y" MENT OF THE GUIDE 6" PVC END CAP UNDERGROUND BUILDING PIPING • PIPE SIZE PER PLAN 18"x 18" x 5" CONCRETE PAD CLEANOUT DETAIL LANDSCAPEDIN 00 00- 3 0 m O � N N (D O c) E•�.0-0 0 �> Qww C ZD1 ram' O) 100 Constitution Plaza, 1 Of Floor Hartford, CT 06103 (860) 249-2200 (860)249-2400 Fax ff I C-4 r 1 20 ® U 0 =D 0 w ® 0 U 1 Z �� LwLJ W Z 0 ,--- �� Lo n w n V) r� M � Z Z z w w 0� 0o zz 0 0 l o w � w a o z a o z p z w ill O W � W � Q2'QCL O O CV CV NCN p o O O Z (N C,4 CV CV C0�F� o M Cl) C > � O N CD ` wo o 0 o' 0 Designed J.A.B. Drawn S.E.L. Reviewed Scale N.T.S. Project No. 13C4718 Date 09/18/2019 CAD File: DN 13C471801 Title SITE DETAILS Sheet No. DN-7 2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NUI bt UIILILtu BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. C DIAGONAL REINFORCING #4 BARS TOP AND BOTTOM 4x4—W4.0xW4.0 WELDED WIRE FABRIC TWO LAYERS C 20" SECTION C-C FLAT SLAB TOP C 0 t, D c SLOPE AS SPECIFIED ON PLANS N STANnARn MANHOLE FRAME AND COVER ADJUST TO GRADE WITH COURSES OF BRICK VERTICAL SECTION STANDARD SHALLOW STORM MANHOLE N.T.S BLSS-004 Al ISLAND Al LANUbUAHINU HAND HOLE / COVER --�� IDENTIFICATION LABEL (BY POLE MANUFACTURER) FIBERGLASS OR ALUMINUM STUB - � PROJEC I ABOVE GONCRE I E co C-0" z 0 TO CENTER LINE OF LIGHT POLE U o 112" PRE -MOULDED JOINT FILLER FIBERGLASS POLE- SEAT OVER STUB �a - FIBERGLASS OR ALUMINUM STUB (DASHED) EMBED IN CONCRETE AND PROJECT ABOVE BASE to 4 HEAVY DUTY ° 6" CONCRETE SLAB WITH O MEDIUM BROOM FINISH PER ELECBTRICAL 1 I°�° ' PAVING, PER CIVIL o i {yj I f A[ .oY r.c_Too z ( ` /• — 7 CURB PROFILE, I PER CIVIL jIi #4 CONTINUOUS TOPAND BOTTOM44[°GROUND , ROD - PER ELECTRICAL NON -SHRINK GROUT ALL AROUND 1"x 6" DEEP REVEALAROUND STUB - FORM WITH REMOVABLE FOAM INSULATION CHAMFER SMOOTH FINISH EXPOSED CONCRETE, DO NOT PATCH AND SACK, NO SPIRAL SEAMS OR VERTICAL MARKINGS ALLOWED FIBERGLASS OR ALUMINUM STUB (DASHED) 6`-7" LONG CONCRETE BASE - SEE STRUCTURAL DRAWINGS FOR REINFORCING of UJ I --ELECTRICAL CONDUIT - SEE, ELECTRICAL DRAWINGS T-0" MINIMUM LIGHT POLE BASE AT CONCRETE ISLAND / LANDSCAPING PAVING, PER CIVIL CURB PR( PER CIVIL LIGHT POLE LOCATION WHERE PARKING OCCURS SCALE: 1 "=3' — FLAT SLAB TOP SEE DETAIL THIS SHEET BRICK OR CONC. BLOCK UNITS BRICK WALLS TO BE PLASTERED WITH MORTAR AS PER SPECIFICATIONS 28 DAY 3000 PSI CONCRETE 2" RAISED LETTERS 1 3/8" 'I mmm 2'-10" SECTION PROVIDE 1 /2" x 1 1 /2" x 1 /4" HIGH NON-SKID LUGS ON COVER HEAVY DUTY COVER CONCEALED PITKAMI-FFER COVER TAPERED RIBS PROVIDE NEOPRENE GASKET OR "0" RING IN MACHINED GROOVE IN LID 3/4" (MIN.) STORM MANHOLE FRAME AND COVER N.T.S. RA_C202_J6 MANHOLE FRAME & COVER 3' CONE RISER VARIES RISER VARIES BASE 4' MIN. 6" MIN. SIDEWALK EDGE PER PLAN - FUTURE SIDEWALK PER PLAN 8"2'-0" I. 3" MIN. �2 1 /4" MIN. 12" (TYP) ALUMINUM STEP ' - �•I—*-I-7" (TYP) 5'-0" 2" MIN. ADJUST TO GRADE WITH MAX. OF FOUR COURSES OF BRICK PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE - AAItJI�A�IAA PGIAIFr1A!`IAI!_ SQ. IN. .11 PER LINEAR FOOT OR AS SPECIFIED — LIFTING HOLES (TYP.) (FILL WITH MORTAR) — PRECAST REINFORCED CONCRETE TONGUE AND GROOVE RISERS MANUFACTURED IN 1',2',3' & 4' LENGTHS. — PREFORMED PLASTIC GASKET OR FLEXIBLE WATERTIGHT RUBBER GASKET — 5" WALL KNOCKOUTS AS REQUIRED 5' OR 6' DIA. PRECAST BASES MAY BE USED WHEN REQUIRED DUE TO SIZE OR NUMBER OF PIPES AT THE MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' & 6' BASES AS DIRECTED BY THE ENGINEER. WALL THICKNESS TO INCREASE 1" FOR EACH 1' OF INSIDE DIAMETER INCREASE. PRECAST STORM MANHOLE DETAIL N.T.S. ZDD-049 PRESURE TREATED 2 X 2 X 24 STAKE AT 4'-0" ON CENTER MAXIMUM CONTINO S PRESf IRE TREATED 2 X A PAVING, PER CIVIL TEMPORARY EDGE OF PAVEMENT SCALE: 1 "=1' Z) Ca U D N O c� - Q UJ LU -1 C 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860) 249-2200 (860) 249-2400 Fax .r y�E M. �3 w;a �NO.20951 W c'4 U r U 0 z n w Z � Z W Joo W Q Z U Zoo JLU W W m Z_ y o W L0 LU O LI o V) z LULU 0 0 U 0 U Z Z 0 0 0 � U) oZ w d LU Cn 0 w o Q o Q m N 0O FN CN 0 0 Z 00 m � 0 M M n .- v� O`0� � w C) N N 0 0 W O Z - N M V Designed J.A. & Drawn S.E.L. Reviewed Scale N. T.S. Project No. 13C4718 Date 09/18/2019 CAD File: r1N1'Y A71Ant Title SITE DETAILS Sheet No. ,T2U21 13L COIPANIES, INC. IHESE URAWINGS SHALL NO Bt UIILILtU 8Y ANY PERSON, FIRM OR CORPORA IION WITHOUT THE SPECIFIC WRITTEN PERMIS51ON OF BL COMPANIES. C Q 28 DAY, 3000 PSI CONCRETE L = 2'-6" HEIGHT OF BLOCK = ° DEAD END FOR FUTURE EXTENSION CAP END ) MAIN MAIN MAIN �\ HEIGHT = 2'-0" Vj\//\//'\/ lb BRANCH 'IS �i ! THIS BRANCH TO HYDRANT FOR BLOWOFF THRUST BLOCKS FOR WATER LINES N.T.S. BLWD-001 TRENCH WIDTH 1 1 r. i t«iv�.n JGI, I t1JIV SUITABLE BACKFILL v v v v 0 0 ° v °° ° v 28 nay 3nnn PSI CONCRETE ENCASEMENT v°1 v ° 7 vv°� v' ° v v v v, v V. 10 Iv'��\ �q. v ° PIPE SPACINGI Iv v° v v PER SERVICE o z ° o' v'v PROVIDER 0 0 �� v ' o REQUIREMENTS L FOUNDATION AS APPROVED BY ENGINEER CONCRETE PROTECTION FOR PIPING N.T.S. BLSS-011 1'•0" 4 4' DIAMETER PERFORATED SDR 35 PVC PIPE - PLACED WITH PERFORATIONS DOWN AASHTO #57 STONE, COMPACTED TO A POINT OF NON -MOVEMENT BENEATH THE COMPACTING EQUIPMENT MIRAFI 140NS NONWOVEN GEOTEXTILE OR EQUIVALENT -OVERLAP MINIMUM OF 12" ON TOP 6" n' <M/n,,. VCRETE GHT OF BLOCK= 6"t 3'-0" MIN. O.O.N.) HYDRANT PORTS — FINISHED 1 GRADE W HYDRANT TO CONFORM TO WATER AUTHORITY AND TOWN FIRE STANDARDS BURY UNE O O T %\ /\ 6" STD. GATE BOX _ �\ '14*1 z II II 00 z I O Op • of 6" GATE VALVE o pp 0 M.J. PIPE (TYP.) Oo 0 0 00000 > n n 00 p0 c , • n• '• 0000 6" HYDRANT RUN -OUT J 0000 O O p p WATER MAIN JOINTS TO BE HELD o Op p TO A MINIMUM STORM SEWER INLET PAVEMENT - SLOPE PER GRADING PLAN AGGREGRATE BASE COURSE PAVEMENT UNDERDRAIN - 4' MINIMUM PENETRATION INTO SUBGRADE SLOPE PAVEMENT UNDERDRAIN DETAIL SECTION NOTE! PAVEMENT UNDERDRAINS SHALL EXTEND OUT A MINIMUM OF 10 FEET FROM ALL SIDES OF INLETS BELOW PAVEMENT NOTE: UNDERDRAINS MAY DAYLIGHT TO SURFACE WHEN GRADING ALLOWS CONVEYANCE OF GROUNDWATER TO STORMWATER INLET (SEE SHEET GD-1 FOR UNDERDRAIN DISCHARGE LOCATION). TYPICAL RADIAL FINGER DRAINS AT INLET Q N O N 02021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. GRAVEL OR CRUSHED STONE (MIN. 6" THICK) 3'-0" SQ. UNDISTURBED MATERIAL WELL COMPACTED GRAVEL BACKFILL EXTEND THRUST BLOCK SO THAT BEARING WILL BE AGAINST UNDISTURBED EARTH (28 DAY 3000 PSI CONCRETE) - KEEP DRAIN HOLE OPEN N — COMPACTED GRAVEL FILL 12"X8"X6" CONC. BLOCK HYDRANT ASSEMBLY DETAIL N.T.S. BLWD-003 Geotextite SECTION 0-8 a = I..'> times the maximum stone diameter but not less than 6 Inches. OUTLET Sp (Diameter, in.) Q FPS Apron(leType only) La (ft.) W1 (ft.) W2 (ft.) Riprap on Specification FES-1 48 5.44 10.22 A 14 12 22 Internediate FES-2 24 2.98 5.07 A 12 6 14 Internediate FES-3 24 10.55 7.22 A 14 6 15 Internediate FES-5 24 2.53 4.31 A 12 6 14 Internediate Note: Kiprap apron aeslgn ealcwations Dasea orr or stanoaras proviaeo oy the uonnecucm uepanment of Transportation Drainage Manual and the Connecticut Guidelines for Soil Erosion and Sediment Control. Design: Type A: La=(1.80(Q-5)/Sp' �j + 10 W 1=3Sp W2=3Sp + 0.7La RIPRAP APRON N.T.S. Cul Sp C PLAN 20" DIAGONAL REINFORCING #4 BARS TOP AND BOTTOM 4x4-W4.OxW4.0 WELDED WIRE FABRIC TWO LAYERS C SECTION C-C FLAT SLAB TOP STANDARD MANHOLE FRAME AND COVER ADJUST TO GRADE WITH COURSES OF BRICK fn 00 FLAT SLAB TOP w �— _ SEE DETAIL THIS SHEET j BRICK OR CONC. 0 x BLOCK UNITS H___�0 I BRICK WALLS TO BE PLASTERED WITH MORTAR AS PER SPECIFICF11101VS SLOPE AS ;°: •° ° . •°. SPECIFIED ON PLANS Cv a ° °• 28 DAY 3000 PSI CONCRETE VERTICAL SECTION STANDARD SHALLOW SANITARY MANHOLE N.T.S BLSS-004 12" MIN. LENGTH - ALL LACING RODS SHALL RECEIVE TWO -COATS OF RUST INHIBITING PAINT AFTER ASSEMBLY —� PUSH ON JOINT PIPE ANSI/AWWA C151 /A 21,11-80 D.I. CLASS 54 TEE BOLTS/NUTS M.J. FITTING ANSI/AWWA C110-77A 21.10 SIFT C SCREWS--,4&\ 111� l ( 1 3/4" THREADED RODS W/NUTS AND WASHERS 24" TYPICAL LENGTH /-NUT EYE BOLTS DETAIL SEE DETAIL EBAA IRON INC. SERIES 800 RETAINER GLAND OR APPROVED EQUAL M.J. FOLLOWER GLAND WITH BOLTS. Q M.J. RETAINER GLAND `Q�__A M.J. RETAINER GLAND USE EYE -BOLTS, NUTS & WASHERS THRUST RESTRAINT -RESTRAINED 0 PUSH -ON JOINT RESTRAINT USING JOINT METHODS MECHANICAL JOINT RETAINER GLANDS 1@MECHANICAL JOINT RETAINER GLANDS AND LACING --� 03 PUSH -ON JOINT RETAINER GLANDS MECHANICAL JOINT RESTRAINT N.T.S. Culvert End X PLAN VIEW R q-........_..7.- i i 3 3 �.• —11 F 1� d ,• Oo 0 0.3 m (1 ft.) for reinforced 14— concrete culvert end 150 mm (6 in.) granular fill for modified4ntermediate riprap and Geotextile (separation) should field 300 mm (12 in.) for standard riprap condition warrant SECTION A A LEGEND S Max. inside pipe span (non -circular sections) p _ Inside pipe diameter (circular sections) Max. inside pipe rise (non -circular sections) R p = Inside pipe diameter (circular sections) f30 0mm(12 in.) Modified Riprap d = 450 mm (18 in.) Intermediate Riprap 900 mm (36 in.) Standard Riprap Type 1 F = 0.5 Rp Type 2 F = RID C = 3Sp+ 6F B = 2Sp + 6F Pipe Diameter Tailwater Depth Outlet Velocity flow B C d_0 25p 3Sp F Riprap Type S TW Type Number (f s) (cfs) (in;) (ft) (ft) (ft) (ft) (ft) (ft) (ft) FES-4 8.12 38.90 36 1.50 1 15 18 0.83 6.0 9.0 1.5 Intermediate OS-4 13.59 95.60 36 1.50 1 15 18 1 0.83 6.0 9.0 1.5 Intermediate SCOUR HOLE N.T.S. ANGLE VALVE ON CORPORATION COCK FOR AIR VALVE ,RARE /ED DWYER OX STAINLESS STEEL AIR VALVES SHALL BE USED IN AREAS SUBJECT TO ATMOSPHERIC EXPOSURE OR IN AREAS SUBJECT TO EXPOSURE FROM INCREASED ROAD SALT RUN OFF, SUCH AS BRIDGE CROSSINGS. 3\4" SIZE MAY BE REDUCED TO 1\2. AWWA (MUELLER) THREAD DIA. OF MAIN MIN. SIZE AIR VALVE CORPORATION COCK ANGLE VALVE SIZE TO 12"(INCL. ) 3\4" 3\4"x 1" 1" 16" & 20 1" 11Px 1" 1" 24`' & 30" 1 1 1 \4 1 1 \4`'x 1 1 \2" 1 1 \2` 36" & 42" 1 1 1 \2" 1 1 1 \2"x 2" 2" 48" & 54" 2" 1 2"x 2" 2" AIR VALVE (STANDARD MINIMUM SIZES) AIR VALVE DETAIL N.T.S. O � L 0) t^` T W V>/ O� vrn, L L > QLuL13J C R 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860)249-2400 Fax !k * �•� No•20881 F�;�:�•;�tls��•�ti' Z i- W C"� U :* U - 0 I>n W J t Z W�z00 W Q Z U Q � o Z 0 j U_J V Q W r Z 0 W �' 0. / Z O w r8' CO Z Z w w 0 U U � Z O w� w a oZcc w W a W 0 a)owow o QxQn� 0 0 � CV CV Z 0 0 p� CD — 0 <n O = o` ` W N 00 0 Z —N CO 'It vc�iyl ic,.+ A D J. H.. Drawn S. E. L. Reviewed Scale N.T.S. Project No. 13C4718 Date 09/18/2019 CAD File: DNI3C471801 Title SITE DETAILS Sheet No. DN-9 11 '1111 3.00 D —'1 [--Z.00 1/4-20 X 1/2" S.S. GROUND STUD SIDE VIEW k SCALE: NTS SS STEEL JRE (NEMA 4 JRE) X HANDLE CONTROL DESIGNER TO SUBMIT FULL SHOP DRAWINGS :OF CONTROLS AND PANELAYOUT STAINLESS STEEL UNI—STRUT CHANNEL 1-5/8"x1-5/8", 12 GAGE; ROUND HOLES AT GRADE SUBSURFACE CONCRETE BASE STUD FRONT VIEW PLC 7" NCO OR I CONTROL PANEL BREAKER MOTOR STARTER (TYP.) — — LIGHT AND OUTLET BREAKER MOTOR POWER M1 LIGHT SWITCH BREAKER (TYP.) 0 I M2 I PLUG IM-31 0 as I LI tl 7TERMINAL STRIP I u CCCI�IElf 1 SCHEMATIC PANEL LAYOUT 16" 25 0.75 I�TYP. 0.75 I 1 00. 4 MTG. TYP. 11 30" IIII II II II 1.42 11 11 FTYP. TYP � I II COLLAR STUD REAR VIEW (4 PL.) STAINLESS STEEL UNI—STRUT CHANNEL 1-5/8%1-5/8", 12 GAGE; ROUND HOLES FLAT PLATE FITTING NOTE: SIZE OF ENCLOSURE MAY DIFFER FROM WHAT IS SHOWN DEPENDING ON FINAL DESIGN. CONTRACTOR SHALL VERIFY IF CURB AND GUTTER IS REQUIRED PRIOR TO CONSTRUCTION. DETAIL PROVIDED TO SHOWN CONCRETE LANDSCAPE EDGING. s" CURB AND 15 GUTTER SD202 a ASPHALT PAVING PER PLAN T - 0" RADIUS TYPICAL. WHEN NOT MONOLITHICALLY POURED PROVIDE #4 x 9" AT 12" OC EMBED 3" IN CURB, 6" IN WALK. MINIMUM 4" CONCRETE 1' • 6" MINIMUM 4" COMPACTED AGGREGATE BASE RADIUS CORNER, TYPICAL 4 (2) #4 REBARS , _ v =:f I -I 11=1 I I -I I PI gNTER AREA III —III —III — PER LANDSCAPIN 1I1=1�1=1�1=1�1= "` III—III—III=III=III' � i— CONCRETE LANDSCAPE EDGING SCALE: NTS 13 SD202 cV _ URB AND UTTER AT a 4" WIDE PAINTED ISLAND LINES, SEE END SPECS 17 V - 0" RADIUS TYPICAL U) w O 0 " •I z U) w J z a 0 0 14 URB AND UTTER AT Lnn ISLAND WALK w SURFACE a r 1'- 6" 1' - 0" UJI 0 W w J 1, 0„ o RADIUS, N 3'-0" T-0" o N 10' 0" TYP. 10'-0" VARIES PER PLAN UNLt3J INU I tU UNLESS NU I tU OTHERSWISE OTHERSWISE win AS 1- t R SCALE: NTS _ � O � v cn c�L o ' 09 pg RADIUS, TYPICAL o CURB AND GUTTER WIDE Lu AT ISLAND PAINTED END LINES, SEE PLANTER SPECS AREA PER 09_a6 LANDSCAPING CURB AND GUTTER n ! l flF m-J, AT ISLAND WALK uJ C) j457 0"UJ 610 " P051 [3051 0 w [1828] to r i— •CY � � 1 0 RADIUS, t b Q,�c�-t • TYPICAL 3'-0" 3'-0" 10'-0" 10'-0" -9 1' [914] [30481 [30481 VARIES // UNLESS NOTED UNLESS NOTED PER PLAN OTHERWISE OTHERWISE I -NU ItiLANU C,,.►U! ♦bti RUN VENT TO INSIDE OF NOTES: GI-i GI-2 LOCKING FRAME & COVER AIR 1. DESIGNED PER IAPMO/ ANSI Z1001; MANUFACTURED PER ASTM C1613 BUILDING & UP TO ROOF %e f%Af` TN IT 7 M Aprn //1 I/I VENT PIPES ADJUST TO GRADE 3"4 VENT ot GAS I Iun I J rLHVC.J l4 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH F'C = 7000 PSI. GALLUN CAPALA I T 150u 1000 PLACES ON 576-GGI-6) 3. REBAR: ASTM A-615 GRADE 60; MESH: ASTM A-185 GRADE 65. UV CO. MODEL NO. 5106-GGI-6 576-GGI-6 4. DESIGN: ACI-318-02 BUILDING CODE ASTM C-857 "MINIMUM STRUCTURAL DESIGN LOADING FOR DIM "A" 11'-2" 7'-6" UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES". DIM "B'° 5'-8" 5'-0" ,21 5. LOADING PER ASTM C890 FOR AASHTO HS20-44 VEHICLE LOADING. I I I 6. FILL W/ CLEAN WATER PRIOR TO START-UP OF SYSTEM. DIM "C" 7'-2" 7'-8" TWO-WAYPF 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. DIM "D'° 4'-5" 5'-3" 8. GREY WATER ONLY. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. CLEANOUT CL GRADE ': : ° �' ° 9. INTERCEPTOR SHALL BE APPROVED BY ALL AUTHORITIES HAVING JURISDICTION. WATER DEPTH DIM "E" 4'-0" 4-9 s' m _ 2" =p CONTRACTOR TO INSPECTION T �. 2" _ _ e _ ATYPICAL) _ _ :•• OUTLE.I� DIM "A" CORE DRILL OR PIPE MANHOLE COVERS SHALL :: � — — — — t — h CLEAR ACCESS OPENING KNOCKOUT HOLE IN BE LABELED SEWER I I � ,� I I :4 �—_ KNOCKOUT f =11 ( I II TYPICAL 'I I- DIM "O" GROUT BOTH SIDES Z N2'_10 ' ajLi,E INSTALL STAINLESS PIPE CLAMPS AT ALL INTERIOR " „ I I :'. I ( " DIM D" PIPING. DIM E� " (MIN. 2 PER FIXTURE) WATER DEPTH , t 2 -6 - 0 d / - DIM "B" s� ( ( -�- 1" " t� ALL MANHOLE COVERS 10 BE 4 J LOCATED WITHIN DESIGNATED 0 10" 1'-0" 1'-0" ° A A DRAFT RAFT CONCRETE PAD AND PAINTED '00,BLACK. EPDXY COATING AT ALL � "• °�•• : �•r; :d :>:: :�• .®• • ®; '•° •�' � � ®'' � � BLACK. INTERIOR CONCRETE GRO T ALL AROUND BOTH SIDES SLOT PRECAST DIVIDER DETAIL 1 SURFACES. DIM "A" - 2'-10" 2'-0" NOTE: GREASE INTERCEPTOR SHALL BE LISTED AND LABELED AND APPROVED FOR SECTION VIEW A -A EPDXY COATING (TYP.) PLAN VIEW SLOT BOTH HEAVY TRAFFIC AND PROVIDED WITH PROTECTION FOR HIGHLY EXPANSIVE GREASE INTERCEPTOR DETAIL GI-1,2 SIDES AND CORROSIVE SOILS. SCALE: NONE EPDXY COATING AT ALL INTERIOR CONCRETE SURFACES. 16 FLOOR VENT PIPE TO INSIDE OF BUILDING AND ADJUST TO GRADE 17" DEEP 24 / UP TO ROOF. PROVIDE WITH GOOSE SINK LOCATED IN BIRDSCRE,EN RECEIVING \ ECK AND n — I RECOMMENDATION: INLET IS _ PIPE DIAMETER HIGHER THAN _ INLET OUTLET. o ( � o I CV C� LJ CD 1 1/4"0 ROCKET (1) s q Cn EA. CORNER, (4) CORNERS �1'-0"6 x 2'-10" x i-i/Z KNUL;KUUI PRECAST BAFFLE 3"� (TYPICAL) THICK � INSTALL STAINLESS CAULK BOTH SIDES PIPE CLAMPS AT ALL INTERIOR SLOT BOTH SIDES 3 D-8 4-- 1'-8" 3'-5" 1'-11" PIPING. 1 2" x 3 4" 24/16 FLOOR SINK (MIN. 2 PER FIXTURE) � LOCATED IN RECEIVING AREA, PLAN VIEW 4'-8" SEE PLAN SAND SEPARATOR S IS SECTION A -A SCALE: NONE 1-1 /4"0 ROCKET LIFT INSERT (1) CORNER, (4) CORNERS IN BASE 7'-0" OVERALL 6'-6" INSIDE CLEAR 3/4"0 FERRULE LOOP (4) PLACES IN TOP 24"0 CLEAR ACCESS ORE INGS CAULK BOTH SIDES—Z (TYPI1 C, ECAST FFLE 3" ICK o PIPE (TYPICAL)BOTH SIDES 3 TR, AR w iY, I o I 04 2'-4" STRUCTURAL NOTES: 24" 0 LOCKING FRAME & COVER AIR & 1. CONCRETE: DAY COMPRESSIVE STRENGTH GAS TIGHT (TYPICAL) F'C = 4500 PSI. 2. REBAR: ASTM A-615 GRADE 60 3/4"0 FERRULE LOOP (2) EA. 3. MESH: ASTM A-185 GRADE 65 SIDE, (2) SIDES 4. DESIGN: ACI-318-99 BUILDING CODE 5. LOADS: H-20 TRUCK WHEEL P = 16.0 KIP VERIFY DIMENSION ASTM C-856 "MINIMUM STRUCTURAL DESIGN 00 - o " 8" LOADING FOR UNDERGROUND PRECAST CONCRETE %8 ' UTILITY STRUCTURES" 30% IMPACT FOR LESS THAN 3 FT. SOIL COVER. / " GENERAL NOTES: )UT 1 BLOCKOUT 1. CONTRACTOR TO VERIFY ALL BLOCKOUT SIZES AND N LOCATIONS DO ALL GROUTING & EPDXY OF VAULTS, J HOLES AND SEAMS SUPPLY & INSTALL ALL PIPING & ELECTRICAL DO ALL PAINTING. 0 0 v 2. OUTLET PIPE CAN BE ADJUSTED TO INCREASE OR o DECREASE GALLON CAPACITY. 0 0 I n SHIPPING WEIGHT: C9 TOP SECTION= 3,245 LBS I CD �, ;� BASE SECTION = 7,595 LBS 00 a BAFFLE = 775 LBS TOTAL WEIGHT = 11,615 LBS 00 M -1 INSERTS: TOP SECTION= (4) 3/4"0 FERRULE LOOP BASE SECTION = (4) 1-1/4"0 ROCKET PLAN VIEW BAFFLE 4' 1 /2" TYP. O � O > � N O � •� .L -0 Lu di C 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860) 249-2200 (860)249-2400 Fax <.owon�atatat+avx�am:�z�..a�a�aaxaam.��,a�w E— C'� u U °Z 0 0 ::D < ® Lu Z I � Z mA ® O Z u 7 0 'LLU LI—L �I�71' r—i—r;I Z O Q!� L0 Lu > I— G Lu ::D V Cl) z z Lu w �� 0 0 20 Z U z H- 0 o:-,,� ozoo ZOzLLI w p- W W m o o w w o ¢0�aC� o 0 0 0 Z N N N N Z 0 ��-- ( CD '- v , o `o` O w N N 0 0 Cl - Z N co 4' Designed J. A. B. Drawn S.E.L. Reviewed Scale N.T.S. Project No. 13C4718 Date 09/18/2019 CAD File: DN 13C471801 Title SITE DETAILS Sheet No. DN-10 I 02021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. ANCHOR TO WET WELL WALL NTH STAINLESS STEEL BOLTS AND HARDWARE CONDUIT LB FITTING 0 N a° N POWER FLOAT CONTROL WIRES RUN CORD UNSPLICED TO CONTROL PANEL IN 22" RSC WITH EYS FITTINGS. PROVIDE STAINLESS STEEL KELLEMS CORD GRIP FOR EACH CABLE, AND SECURE TO WET WELL WALL. 3" DIAMETER PVC STILLWELL FOR TRANSDUCER. CONNECT TO WET WELL WITH STAINLESS STEEL STRAPS 8" DIA. INLET PIPE EL, 101.60 HIGH WAT€R & PUMPS ON CONTRACTOR SHALL PROVIDE CELLULAR ALARMS FOR PUMP ALERTS FLASHING ALARM LIGHT (RED) POWER SUPPLY AND ALARM CONDUIT WEATHERPROOF CONTROL BOX DIALER ENCLOSED NEMA 4X, TO BE MOUNTED INSIDE BUILDING HINGED ACCESS DOOR H2O LOAD RATED 30"X30"ALUMINUM (BILCO J-2ALH2O OR EQUAL) TOP RAIL SUPPORT (BOLTS TO COVER FRAME) 1/4" STAINLESS STEEL LIFTING CHAIN _CONDUIT EYS FITTING CLASS I, DIVISION I HEAVY DUTY SINGLE E CLOSE M KELLEMS CABLE CORD SUPPORT TYPICAL FOR EACH C RD 4" VENT PIPE EPDXY COATED STEEL BIRD/INSECT SCREEN H-20 LOADING CAPABILITY PRECAST CONCRETE EL. 117.50 HINGED ACCESS DOOR H2O LOAD RATED `L 30"X30"ALUMINUM (BILCO J-2ALH2O OR EQUAL) 2 FT NEW 5' I.D. PRE —CAST CONCRETE VALVE PIT H-20 LOADING fiEW 4' I.D, PRE —CAST CONCRETE VALVE PIT H-20 LOADING 0 4 ° PRESSURE GAGE & SNUBBER ° (TYP.X2) o� FINISH INTERIOR WITH 2 COATS OF ° ° PLUG VALVE WITH ° KOPPERS BITUMASTIC FROM a BAR HANDLE o ° EL. 115.50 DOWN TO BOTTOM (TYP.X2) ° CHECK ° o• ° VALVE (TYP.X2) •o �° ° m r� m °o 101.00 - P #2 ON•4 ° ®to ° qo . 100.35 Q ° P #1 ON ° o•o • �� °Q o0 96.85 PS OFF ° a � b, 4• .$• V. v • ;� A 96.35 � °°��° °°�G Q°°�Q° °e�� 4 �'� • •A• ° o co ° ® • .• ..• •i °... °1 • rI ,• EL. 94.35 N.T.S 1' COMPACTED CRUSHED STONE #6 LU W LLJ a 0 d oe °° 3 " SCH. 40 PVC O 3" PVC DRAIN PITCH FLOOR 6. 3� MIN. SLOPE LINK SEAL (TYP.) ----TO DRAIN VALVE INC. PINCH VALVE NEW 5' I.D. PRE —CAST CONCRETE PUMP STATION H-20 LOADING SEAL THE EXTERIOR OF ALL CONCRETE WITH TWO COATS OF KOPPERS 300 BITUMASTIC OR EQUAL NTERMEDIATE RAIL SUPPORT 3" DISCHARGE PIPING SCHEDULE 40 PVC 2" STAINLESS STEEL PIPE GUIDE RAILS MUST BE PLUMB PLAIN CONCRETE AS REQUIRED TO PREVENT FLOATATION MONOLITHIC BOTTOM VAUGHAN S—SERIES SUBMERSIBLE CHOPPER PUMP, MODEL S3L. 1750 RPM, 5HP-3 PHASE. OUT ASSEMBLY NOTE TO CONTRACTOR: PUMP STATION SHALL HAVE PROVISIONS FOR AN EXTERNAL AUXILIARY POWER SUPPLY. CONTRACTOR SHALL VERIFY PUMP STATION PARAMETERS PRIOR TO SUBMITTAL OF SHOP DRAWINGS DESIGN FLOW=36.25 GPM CYCLE FILL TIME=14.2 MIN CYCLE PUMPING TIME=7.8 MIN FORCE MAIN FLOW=66.10 GPM PIPE T PIPE ELBOW (TYP.) BYPASS CONNECTION PROVIDE: QUICK DISCONNECT FITTING WITH CAP. �v PLUG VALVE L i" PVC SPOOL PIECE �PIPE TEE PLUG VALVE (TYP.) CHECK VALVE (TYP.) PRESSURE GAGE, DIAPHRAM SNUBBER (TYP.) EL. 107.50 3" DISCHARGE PIPING SCHEDULE 40 PVC LINK SEAL (TYP.) NEW 5' I.D. PRE —CAST CONCRETE P H• _REINFORCED CONCRETE SUPPORT (TYP.X3) 1' COMPACTED CRUSHED STONE #6 9X4 i CAP. VD COVER 0 U m Z X 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860)249-2400 Fax C=� C� a n ~ ® U O ® m Z �� "'� 17 ® 0 7 U LLJ U ®D Z o rvL Lij LLJ �, 0 V2 r Z LU z w w U 00 z z 0 0 w o 0zW 0 W o uuJ o Qrracc 0 O N N 0 0 0 0 z CN C Oco sn m oC) C 0 04 W ] N N 00 0 Z N co V' Designed J.A.B. Drawn S.E.L. Reviewed Scale N. T.S, Project No. 13C4718 Date 09/18/2019 CAD File: DNI3C471801 Title SITE DETAILS Sheet No. DIN-11 V2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. 6„ x 3 $ „x 9'- 6„ 152 x 9 x 2896 GENERAL NOTES: STEEL RAIL (GALVANIZED) 4" (102) MIN. 1. MATERIALS AND CONSTRUCTION OF THE MERRITT PARKWAY GUIDERAIL RAIL SEE NOTE 3 END ANCHORS SHALL CONFORM TO THE SPECIAL PROVISIONS PROVIDED V,JAY GUIpE ` "'rW //A\\ WITH THE PROJECT, ALL HARDWARE IN CONTACT WITH THE GROUND SHALL pARK 9 4Mi WT 15 x 86.5 pAY LIMIT MER -APE I - 30 ("'"------ (WT 380 x 128.5) BE GALVANIZED IN ACCORDANCE WITH THE SPECIAL PROVISION. ANC�O---._,•,,,-_s�� SEE DETAIL C 2. FOR THE END ANCHOR TYPE II EXTEND THE FLARE INTO THE CUT SLOPE END „ --� SLOPE 10:1 MAX. „ .- n nr: CTT , 18 (457) - �Ff= ni=rnrl a 6" x__ i2_" x 1E1' �•=-=. ,,J UNTIL A MINIMUM 12 (305) OF COVER IS OBTAINED OVER THE GUIDERAIL ,�� , �L� ,-�"" 6" (152} .��..._� ., (152 x 305 x 3048) --------...-i „ ELEMENT, SIDE SLOPE r �- .� __ TIMBER ++ - 3. FOR THE END ANCHOR TYPE I, EXTEND THE FLARE OUTSIDE THE CLEAR �\rj1Z0' �� 3 ZONE AND BURY THE GUIDERAIL ANCHOR AND ELEMENT TO OBTAIN A (76) a (4) 1 14' "(32) DIA 1+_ 6„ MINIMUM COVER OF 4" (102). SEE DETAIL A. b EDGE OF PAVEMENT GROUNDANCHOR BOLTS 457 LINE 048 FULLY MIN. 1'-3" (381} �'- }-� - I" 4. BEGIN THE FLARE AT THE NEAREST POST TO A TRANSITION POINT CLEAR ZONE OFFSET (TYP.) GALVANIZED INTO CONCRETE #4 ;t c BETWEEN FILL AND CUT AS DIRECTED BY THE ENGINEER. (Ty 2 •-3 686 POSTS 5. THE GUIDERAIL FLARE SHOWN ON THE PLAN SHEETS IS THE MINIMUM PLAN ELEVATION 3„ 76 MIN LENGTH AND RATE REQUIRED AS DIRECTED BY THE ENGINEER. COVER FLARE THE GUIDERAIL SO THAT THE TERMINAL SECTION IS OUTSIDE THE 11A1;1M12TTT DAD1fWAV !"_°11TRC0AT1 Chin A!1!/"''1. ^DA!"_`C IrAFDC T CLEAR ZONE. ■-■■�■'+�■wi■ ■ �6�■�.■t►�"l!'IR■ VViV�,.■\Aii� �■mid /'E■�V■■7Vf7!'�Vi. ■ ■ �'i. is I _ 3 (BURIED ANCHOR] (914) i NOTE: SEE PLAN SHEETS FOR FLARE RATE a:b. ELEVATION(38) 1 � ) i (38) I (38) DETAIL A 7 x;" 3" 11 TOP OF CUT TOE OF FILL 10'(3048) r (TYP.) 1 EDGE OF PAVEMENT FLARE LENGTH VARIES MMEPRR�I�TITI EPARKWAY GUID PAY_ LIMIT viI _ 31: (9.14Tn) ___1 a BEGIN FLARE (SEE NOTE 4) SEE ROADWAY TYPICAL SECTIONS FOR OFFSET DISTANCES 1011 A 11U G7als�al�a7iri �i ELEVATION MERRITT PARKWAY GUIDERAIL END ANCHORAGE TYPE II (EARTH CUT SLOPE ANCHOR) NOTE: SEE PLAN SHEETS FOR FLARE RATE a: b. 6" x 3� g "x 91- 6" STEEL RAIL GALVANIZED) 6" x 12" x 10' .� 019 (152 x 305 x 3048 TIMBER RAIL M\ III\` #4 (TYP.) 1' - 6" (457) ELEVATION DETAIL B 12" (305) MIN. SEE NOTE 2 WT 15 x 86.5 (WT 380 x 12 SEE DETAIL C 3"(76) MIN. 1" (25)DIA. HOLES FOR (4) 3/&" (19) DIA. ROUND HEAD BOLTS. TWO EXTRA SETS OF HOLES FOR POSITIONING TIMBER RAIL (190) 76' 76 (190) I I I 1' (305) 1' 305 2' 610 ELEVATION DETAIL C T 15 X 85.5 (GALVANIZED (WT 380 X 128.5) WT 15 x 86.5 (WT 380 x 12 SEE DETAIL C #4 (TYP.) (4) 1 Fd (32)DIA. ANCHOR BOLTS MIN. 1'-3" (381) INTO CONCRETE (4)3,4" (19) DIA. x 8" (203) LONG ROUND HEAD BOLT WITH NUT & WASHER (TYP.) F DRILL END & SET ROCK ANCHOR �' + F #4n / (4) 1" (25) DIA. ROCK INTO NON -SHRINK GROUT 2' (610) MIN. /rs ANCHORS WITH NUTS INTO ROCK (TYP.) PLAN FIELD DRILL ADDITIONAL DETAIL D AND WASHERS (TYP.) ) HOLE J--- HE FOR ROCK ANCHOR NON -SHRINK GROUT!' 2' MIN. (610) USE EITHER HOLE PLAN VIEW FOR AS REQUIRED / FOR ROCK ANCHOR 6" x 12" x 14' TYPE I & II ANCHOR 152 x 305 x 4267 STANDARD POST SPACING 6" x " x 13'- 6" / ' J . 4 _ _ _ _ TIMBER RAIL DO 10' (3048) (152 x 9 x 4115) I I 11 I I -� NOT BEVEL END STEEL RAIL/1" — �I�-; COUNTERBORE TIMBER t 1 i —I I I I — �` I FOR BOLTS (TYP.) t 1 - -- ---- - �— IVII I I�- FLUSH E 6,, r —_ 6" x 12" x 14' (152 x 305 x 4267) COUNTERBORE /��'~' 6" x 3.g" x 13'- 6" 152 152 152 I 1I— TIMBER RAIL DO NOT BEVEL END TIMBER FOR 6" 152 �- STEEL RAiL4115) BOLTS (TYP.) MAX, PAY LIMIT MERRITT PARKWAY GUIDERAIL END ANCHORORAGE TYPE III - 24' (7315) SECTION ("_F� SECTION rE PLAN MERRITT PARKWAY GUIDERAIL END ANCHORAGE TYPE III (ROCK CUT ANCHALL METRIC DIMENSIONS ARE IN MILLIMETERS (mm) UNLESS OTHERWISE NOTED, SIGNATURE BLOCK: SUBMITTED BY: APPROVED BY: STATE oFeonTNEcrlcur STANDARD SHEET TITLE: STANDARD SHEET NO.: . OFFICE OF ENGINEERING NOT TO SCALE 2800 BERLIN TURNPIKE :` Leo Fontaine, P.E. P.E. Fallon, CTDOT �' DEPARTMENT MERRITT PARKWAY GUIDERAIL END ANCHORS HW-911_05 NEWINGTON, CT 06111 4; .':'" 'I4:29:26-U4402020.a7.o6 2020.47.t5 OF STANDARD SHEET # # # # 10:20:24-04�001 TRANSPORTATION PLOTTED DATE: 7/l/2020 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860) 249-2400 Fax k OF •cvp� N AL Z � W cv U 0 U OZDOZ W J W J 0 Z O W Q Z U O Z to W � �Inn � W L CL � r- O W ::D O CL z W Z w o U O Z U 3 o F- a 0Z ZLU a)Q W O W C)QWQLX N o 0 0 0 Z N (V CV (V 0 co co O CNI > N N W — O O 0 Z .-cam M7 Designed J.A.B. Drawn S.E.L. Reviewed Scale N.T.S. Project No. 13C4718 Date 09/18/2019 CAD File: DN 13C471801 Title SITE DETAILS Sheet No. DN-12 N O N 02021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES N O N 11�2 !R (38L 3'r T l2 '38) 5/8" x 1 V21F (1A X 38) 9'- 6 (2896) 13/16 " (21) DIA. HOLES (TYP.) -1st C 10J UTA. MUll-r5 I -UK (REAR VIEW STANDARD STEEL RAIL DETAIL 152x9x2596 %" (16) DIA. HOLES FOR LAG SCREWS (TYP.) 6" X 12" X 5' 4' - 9" (1448) (152x305x1524) TIMBER RAIL 71/ 1t 311 51f 121- 2" (660) SFF 31 71,2,E i/ !I 190 6 2 t 12 190 1,41 I1 Fh. ♦ wT a ..ne .•. w�•."w I I I I /16 41) UiA. rIVLC' t I TV.) (3$} o 0 o 0 3" (76) 0 0 0 o a 1 ],' er (38) 11_3eF 83/4" 83 R1 11-See (381) (222) (222) (381) � 1 _p fIl G IQ IL Rlyi L. L/ IC I H& im 61 x 3/8" x 4.9'1 (1829 x 9 x 1445 FOR CURVES WITH R < 70" (21.3m) - DELINEATOR 4" (102) i _�11t (25) 34' 2) 3" (76) TOP OF SLOPE SECTION q (NO CURB) DELINEATOR (305) 3" (76) TYPE V 6" (152) RETROREFLECTIVE 3IFJ) 76 SHEETING l a "\(32) (TYP.) V FO C h LLI 2 j1,/`2IF v o (63) Z 2' (610) 314r! 111(25) MIN. UJ (82)U.11 EXPOSED 4" (102) R= ? 2" GALVANIZIN1 �j (13) �° II i/21I (13) 2 (13 ) V _ 4FI €€ €€ 21106) I_IrI=11!_111=IIr I€ it 1,2'F {13)- 306 _ it EE N. PARKWAY CONCRETE CURBING-EIvC61Q},Mc MHRRITT PARKWAY CONCRETE PLOTTED DATE: 7/1/2020 GENERAL NOTES: '1 ( ) FF 76) "/� FF (21) DIA. HOLE (TYP.)1. MATERIALS AND CONSTRUCTION OF THE MERRITT PARKWAY GUIDERAIL DELINEATOR j SEE DETAIL "�!!� i 1 / W, „ I'll, v 1 no SHALL CONFORM TO SPECIAL PROVISION PROVIDED WITH THE PROJECT. 3" (76) (38) �( ) _�_ (152x304x3048) 2. DELINEATORS SHALL BE PLASTIC INVERTED T-SECTIONS IN ACCORDANCE ROUGH SAWN-L WITH DETAIL "A". REFLECTORS SHALL BE SPACED IN ACCORDANCE WITH Z 6" (152) e� L� n 3 TIMBER RAIL n TABLE 1 , AND POSITIONED PERPENDICULAR TO THE ADJACENT EDGE OF LANE. DO NOT ATTACH REFLECTORS ON FLARE OR TERMINAL SECTIONS. REFLECTIVE 3" (76) SHEETING SHALL BE SIL'VER-WHITE i E ON ALL RAIL SECTIONS ADJACENT T O THE RIGHT SHOULDER, AND YELLOW ON RAIL SECTIONS ADJACENT TO THE LEFT SHOULDER OF TRAVEL LANES. DELINEATORS SHALL BE INCLUDED IN THE COST FOR "MERRITT PARKWAY GUIDERAIL." 3" (76) (TYP.) 611 X3/8F° x 9S- (6FF 11 z _ L4�rf-a'{_..•'{,eaasec! iQi I i Jc v1 �� /As (16) DIA. x 4 (1ILL •2 J. T{Al(1 AFI n TTTll NIA( 5;� It 11r-N IITA 'V Allf IA')\ I ^Rif- F At- Cf`I]C{AIC AI{Itti {nIACUCtC f VYV HVVtI1Vt�fHL -8 11V1 V1H. I� '-T k1VG) LVIVV L ILZ J'L.RLVV3 HEVIJ VVHJf7L1SJ STEEL RAIL (TYP.) SHALL BE INSTALLED AT ALL MID -SPAN POINTS FOR STANDARD SYSTEMS. 6" %II 21- 6FF B' I LAG SCREW PRE -DRILL _1FF '� °C x x ((152x9X762) (25) (25) %" ( SEEP IN TIMBER 4. ALL CONNECTION HARDWARE SHALL BE SUFFICIENTLY TIGHTENED TO ACCOMMODATE STRAIGHT SPLICE PLATE // \-� llj.2„ FOR SHRINKAGE OF THE WOOD ELEMENTS. 3/4" (19) DIA. x 8" (203) ROUND-/ 1 I.,'Z F I (38) (38) �4" 5. WHEN FURNISHING THE SHOP BENT SPLICE PLATES, USE THE MINIMUM HEAD BOLT WITH HEX NUT x 8" X 11" (102x203X279) WOOD BLOCKOUT BEND ANGLE AS SHOWN IN TABLE 2. & WASHER (TYP.) %" (16) DIA. x 6" (152) ROUND 4i1 /I11 W6 x 15 (W150x22) STEEL POST, 6. FOR RAILING SET ON A CURVE WITH RADII < 70' (21.3m) SPACE POSTS 6 - 6 LONG (1981) AT 5((1524). HEAD BOLT WITH HEX NUT 102) (102) & WASHER (TYP.) 7 GUIDERAIL HEIGHT MAY VARY UP TO 2" (51) PLUS OR MINUS THE HEIGHT SHOWN POST CONNECTION FOR IN THE DETAILS TO ACHIEVE A SMOOTH AND CONTINUOUS GUIDERAIL PROFILE. .. `STRAIGHT SECTIONS 8. 7'-6" (2286) LONG POSTS MAY BE USED IN LOCATIONS WHERE 2' (610)MIN SHELF ✓4 X J'2 tOX1L) DLU t U.-Jr-IS NOT A I I AINABLE. GALVANIZED COA 1 INCa LIMITS S SHALL BE INCREASED BY (4) Vx (25) LONG 1/2" (12) DIA. 1' (305). PAYMENT FOR EXTRA LONG POSTS SHALL BE INCLUDED WITH THE ITEM WOOD SCREWS FOR ATTACHING 21- 6" FOR MERRITT PARKWAY GUIDERAIL. DELINEATOR. SCREW SHALL BE (762) GALVANIZED AFTER FABRICATION 11,zIF {38} 11F2" (38) IN ACCORDANCE W/ ASTM A-153. ELEVATION "14"(92) qu 31; "(92) STRAIGHT SPLICE PLATE 1I�� ,I POLYURETHANE/VINYL O l cl HINGE 1 DETAIL A DELINEATOR DELINEATOR SEE NOTE 2, TABLE 1 AND DETAIL A 6°° x 12" x 10' 3 > 11 (82) (152x305x3048) Ni)]� 1ROUGH SAWN TIMBER RAIL \J4J ° 0 1e OD® : I ° 3" (76) STRAIGHT 3rR 1 �,2" \_ SPLICE PLATE (76) (38) STANDAI W6 x 15 STEEL R (W 150X22) -1E1=III=I11=111 STEEL POST =III III=III=III I I 111 (25)MIN. I EXPOSED �n TI►I/^ Y VFIf_i ri. •i•-i. V REAR VIEW ELEVATION POST CONNECTION TOP OF SLOPE TABLE 1 ID PUL DELINEATOR SPACING CURVE RADIUS SPACE < 300'(91.4m) 20'(6.10m) > 300'(91.4m) 50'(15.2m) MING WITH MERRITT PARKWAY GUIDERAIL SIGNATURE BLOCK• 2' - 6" (762) art3,I 712i! art 71;zRr 3rr 1.0 3tr (76)(76) (190) _J__(76) 190 7 (76)(38) 0 0 0 0 3" (70 0 0 {2 ^FF(38) �/8"x 11/r4" (22X32) 3/4" x 21/4" (19X57) BOLT SLOTS (TYP.) BOLT SLOTS )NIT VISTEEL SPLI4�E PLATE DETAIL 611 x 3,isIIix21_61/2x9x7 0 (IN DEGF a 3/4" (19) DIA. X 8" (203) LONG ROUND HEAD BOLT WITH HEX NUT AND WASHER MP. 611 (152) CLEVATION SENT SPLICE PLATE 193� (222 3" (76) 0 (IN DEGREES) 1. 1 tit 2'-0" (610) UNCOATED ASTM A 588STEEL (1295) GALVANIZED IN ACCORDANCE WITH ASTM A 123 (76) F1 (19) DIA. HOLES SIDE VIEW FRONT VIEW POST DETAIL W6 x 15 (W 150x22) WITH CURBING 6" x 12" x 5' (152x304x1524) TIMBER RAIL 41- 91F (1448) PRE-DRILL16) 3�8x(9) HOLES G (SCREW LONG STEEL FtAiL DEEP IN TIMBER (TYP.) 6'Fx s.g" x 2'-611 13/6" (21) DIA. (152x9x762) HOLE (TYP.) BENT SPLICE PLATE 4e/ X 8II x 11F1 2 -5/g" (16) DIA. x 6" (152) V6 x 15 (102x203x279) LONG ROUND HEAD BOLTS (W 150x22) WOOD BLOCCC®UT WITH HEX NUT & WASHER STEEL POST 6'- 6" (1981) LONG POST CONNECTION[ FOR CURVES WITH R < 70F (21.3m) SUBMITTED BY. APPROVED BY. STATE OF CONNECTECUT OFFICE OF ENGINEERING NOT TO SCALE 2800 BERLIN TURNPIKE Leo Fontaine, P.E. James Fallon, DEPARTMENT NEMNGTON, CT 06111 �{�V0 2020.07.08 2020.07.15 OF # / 10:07M-0400 10:07:33-04100' TRANSPORTATION €I 2'-4" (711) €I UNCOATED �€ ASTM A 588 STEEL 'I (1295) GALVANIZED IN ACCORDANCE WITH ASTM A 123 SIDE VIEW FRONT VIEW POST DETAIL W6 X 15 (W 150x22) NO CURBING TABLE 2 Radians R (ft-)(m) 0 (Degrees) d it . (mm) 35 (10.7)Mln. 4.10 5/e(16) 40 (12.2) 3.58 9/16 (14) 45 (13.7) 3.18 1/2(13) 50 (15.2) 2.86 �/16, (11) 55 (16.8) 2.60 7/�6 (11) 60 (18.3) 2.40 %(9) 65 (19.8) 2.20 %(9) 70 (21.3) 2.05 5/16 (8) Over 70 (21.3) Flat 0 ALL METRIC DIMENSIONS ARE IN MILLIMETERS (mm) UNLESS OTHERWISE NOTED. STANDARD SHEET TITLE: CTDOT STANDARD SHEET MERRITT PARKWAY GUIDERAIL HARDWARE DETAILS HW-910 l2b } •C N � U n� E C cn U �> Q UJ Liu _J EC T --r 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 € /ni 9e9-220n (860)249-2400 Fax aF �NH� 9" � No.2Dss 1 H � Z =D W CN:* - U oU °; z Q 7 IJ € Z UJ 0 0 W Q z U z � 0 W LU � rV L LU 0 LU 0 CL z Z w 22 w L 0 ° 2 o U Cc) Z f- O af w w a oZ0 WO � 0 > N 0 w 0 w 0 <W<W O O N N Z 0 0 00 0 o in ` o w 0 N� 0 0 Z N co V Designed J.A.B. Drawn S.E.L. Reviewed Scale N.T.S. Project No. 13C4718 Date 09/18/2019 CAD File: DN13C471801 Title SITE DETAILS Sheet No. DN-13 .VGI DL ...Vlvll nIVILJ. VV. IrILJL VRn..11'.VJ J�InLL �.v, I.I. VIILICL✓.,I nl.l I LRJVI .IIM1I VI VR VVRr VM1nIIVIV YY I, rIVVI 1flC JYGVIrIV YY RIIICI"f CRIVIIJJI VIV Vr DL I.VIVIr,Y1VICJ. (92021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. _ CROSSWALK 2' (610) DETECTABLE —--Rv �ANDBPAIDCAF— CURBING Wilts KANIY ti� ,� V- `� SIDEWALK CURB � �o 4, � V- V- (OPTIONAL),� Q , w OPTIONAL V- SIDEWALK CURB (OPTIONAL) u w 0 `fib: RAMP `L `� �`Q� ��'�° �� G o : • "; <,• �I � n • 'i"14'� �i„rT' :.;• 7.1QFa ptL}' Qta � r ri ��1, Y �' x %0 °4` - C Qy l ` .fi s•. u•1%. p:�, - 08 posaca000b�ooap ' p�"?QO� � CURBING CAST AND b, bQb'C}O0. CJc3'OQC?bbeli ,1 �9 �ji 9 OBSTRUCTION $�° PAID WITH RAMP �, on o Q.o CURB OPTIONAL CURBING CAST AND --- ---- S,S,. �Q�F OR R.O.W. CURBING 1.5°/a o off,_ ° ' 2' (610) DETECTABLE 5' 15 �O-� TOM WARNING PAID WITH RAMP (TYP.) S' (1524) MIN. AT BOTTOM 2' (610) DETECTABLE WARNING A� CURB MIN' DOUBLE PARALLEL SIDEWALK RAMP OPTIONAL RAMP SINGLE PARALLEL SIDEWALK RAMP W/LANDING AT BOTTOM ON CORNER (TYPE 4f) 7.1% W LANDING AT BOTTOM ON SEE NOTE 20 SHEET 1 CORNER (TYPE 40 DIAGONAL SIDEWALK RAMP (TYPE 4) * SEE NOTE 20 SHEET 1 W/ LAN DING AT TOP SIDEWALK CURB (OPTIONAL) ft f I.�NON a SIDEWALK RAMP 1.5 fo ,.:t -. P SIDEWALK 1.5°�0 APPROACH 7: '— APPROACH CURBING >c ..ems S'nysrfn''f+•�+d � p V— V— V— �- : - V— CURBING CAST s" P� ,� ,� o:o 0 o co'-o AND PAT® WITH RAMP o<�a roo V- �' ,L = V- o : o cj: O.0 0 0 0 0.0- 0Q .,. s�cioex000.iaoeir.oao bUO.Q' 4nQ:0�p-4:Q4a ors t :. F F c�oorsooc+: >< d.©Q� _b � v3} 1L �L V- RAMP Q:C3 C3:O 0 0 0 QtOt�O:Ei7Q0©SRO 0000a , SIDEWALKo_�' c o e?o .o ' �a10 t� 48 1219 APPROACH O Q Q . O Q; O DETECTABLE MIN. CURBING WARNING CURBING 48" 12i9 O LANDING U ,0 O fl OPTIONAL CAST CURB MIN. CURBING 1© CQ O.00 : c3 0 'ca SINGLE DIRECTION RETURN (TYP.) PAID 2' (610) DETECTABLE GUTTER FOR WITH RAMP WARNING C CO Q �� 00 PERPENDICULARo SIDEWALK RAMP NO UTILITY U GRASS STRIP PARALLEL/PERPENDICULAR SIDEWALK RAMP (TYPE 4a) COMBINATION W/ CURB RETURNS (TYPE 4d) o o:o o 00 OPTIONAL FLARE ONE SIDE 2' (610) DETECTABLE BUILDING WARNING RAMP SIDEWALK SIDEWALK CURBING (OPTIONAL) APPROACH V- V- nfo .: .....r-•. .,t... •t =l• T=d•T=t Y9h,'2 1•yi:•=i :'� 1 _ r+ . ir 000000 OPTIONAL CURBING, -.t:;.i = t s g,:,;�v;,:a;"i . �• CURBING CAST AND t,ri i=..i=-==�a ,;;:;�ynr.:- PAID WITH RAM = xi.i=�.si.=i ,i.,T,«Y:.•,t.., i.• /�/� - CAST AND PAID WITH �0 RAMP P. IF 0040SJ(J (�'{ NEEDED .. ... :.,l;.Y:;`..St:.t:•,^=,;,t'::, •:.i•:.Y :.i ;u e•:• :•.=::°i+: 3';5+.•= - 00aQoo: 71 cT r� SIDEWALK ' ..r..r.,:r..:i«:n:�:w •-.•.�:�.:�...,�..•tP:. r=nr tea.:•.;,{r .•fed- fw,'s.��^�' ::- SIDEWALK =. t•-,9t,•,eS.,..,.:.,•.:t„tisr:=i•.atf•.tt.Ti+i1+.i ,_.., ,-••, /�/�3�,,(C�(Q�on�J�Q- .-:. *-4 APPROACH it°-,it•.�•.: :_; APPROACH - �34QgUf� =i f= tt, t t=d f, ,J YY 3(. ty.t (.,+S.s,.e=l.ii,•.S:n:i;.:t :' _^hw :.f+�:M1•.P•, r , r, C: f d .¢••r •4••.tY:dY••A•"C. f .. 0000 . , ... ... .:.YIa• Y . .:«:+:.:-c-:.f ;wicoi itw,t: •,=:.1,=7,v1:.'. ';.ti:•t .'.t=•+, •.w i,•.S vi�i.+..- A 0o Q aoaaoa - F F. l F 00000 a o a >� :. F 1` F F cor.o.o� �• .moo CfSOt} 00 V- V— V— V— V— V— V— `L � V— V- 2° (610) 48" 1219 DETECTABLE MIN, CURBING WARNING 7CURBING CAST AND V- V_ �L �� V- V- RESTRICTED CONDITION PAID WITH RAMP 2' (6110) V- V- V- � �= � V V- DIAGONAL SIDEWALK RAMP DOUBLE DIRECTION DETECTABLE WARNING - (TYPE 4�j� PARALLEL SIDEWALK RAMP CURBINGa ITH RAMP SINGLE DIRECTION CURBING NO E UTILITY GRASS STRIP PERPENDICULAR SIDEWALK RAMP (TYPE 4b� W/ UTILITY GRASS STRIP (TYPE 4e) SEE NOTE 20 SHEET 1 REFER TO DETECTABLE WARNING PLACEMENT ON SHEET 4 ALL METRIC DIMENSIONS ARE IN MILLIMETERS (mm) UNLESS OTHERWISE NOTED THE INFORMATION, INCLUDING ESTIMATED QUANTITIES OF WORK, SHOWN ON THESE SHEETS IS BASED ON LIMITED INVESTIGATIONS BY THE STATE AND IS DESIGNER/DRAFTER: M G B/ E M K "``° a i =iWSTATE OF CONNECTICUT SIGNATURE/ BLOCK: OFFICE OF ENGINEERING PROJECT TITLE: TOWN: PROJECT NO. CHECKED BY: LLF DRAWING NO. IN NO WAY WARRANTED TO INDICATE THE CONDITIONS OF ACTUAL QUANTITIES OF WORK WHICH WILL BE REQUIRED. AR RA R DEPARTMENT OF TRANSPORTATION NSPOpTATION APPROVED BY: DRAWING TITLE: SIDEWALK RAMP SHEET 2 SHEET NO. REV. DATE REVISION DESCRIPTION SHEET NO. Platted Date: 11/30/2017 Filename: ... \CTDOT_Hlgh ay_GD (11-21-17).dgn 'C 0 U Q LU Liu i MIR �c 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860)249-2400 Fax :(d^NFL'Q\Pik.�'3k:�sY.vtiw'ir:.vi::u<i�LCei+',Ni'tattA�ti3'dAlllllY\\Ull` s!0NAL 1— Z W N U W O�oz J 1 0:� Z W J 00 WQ Z U// Q L.L z O W LU � � tJ r Z OL !L LI J LU _ CL > F- 0 L1J ad O CL rowsae�aaex.•n�.Y.�ccaaw.w�wemcw>,wewd.'emmr ;+swwattaca co Z h w z :E LU2E 2 o 2 U O Z U Z 0 O 0,'*' ry w a w� Z 0 O Z O Z w w� 0 w cn m o w 0 w N 0000 Z GV N (V N O comr� > O CN N O N wo�-oo 6 Z — N M V aw�sm Designed J.A.B. Drawn S.E.L. Reviewed Scale N.T.S. Project No. 13C4718 Date 09/18/2019 CAD File: DN 13C471801 Title SITE DETAILS ...... ........... . Sheet No. DN-15 2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. 1 0 0 I m 0 F c� (n p I CA O (n Z � > Z p 0 m _ y X0 o p � � p 2 -i::E D_ Z r C/) w 70 J H w w rn 5 N 0 r- rD- p S<o�F v AR/ES r D 3. R�SrO�NnIAC O y M 50' - 0" RIGHT OF WAY - LOCAL 25' LOCAL 3' 12' LOCAL 13' LOCAL CONCRETE UTILITY POLE SIDEWALK SEE DETAIL v�• N ( rn ELECTRIC, PHONE AND CABLE IN STORM SEWER 0 COMMON TRENCH O Z ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 816 AS AMENDED ALL UNDERGROUND UTILITIES INCLUDING SERVICE LATERALS, SHALL BE INSTALLED PRIOR TO PLACEMENT OF BINDER COURSE MAINTAIN 18" VERTICAL OR 10' HORIZONTAL SEPARATION DISTANCE BETWEEN SANITARY SEWER AND WATER MAIN 25' LOCAL 13' LOCAL 12' LOCAL CONCRETE 1> )F 12" SIDEWALK SEE DETAIL TIONDE - 3 8 BIT. CURB 1 2":1' 1 4":1' 7' 5' 4' w Z J F- w w En it 1 4" TOPSOIL & SAN. SEWER STORM SEWER SEED MIN. 48" COVER MIN. 24" COVER GRASS STRIP WATER MAIN GAS MAIN RESERVED FOR HYDRANTS, 6" PROCESSED AGGREGATE BASE J POLES, ETC. (COMPACTED) MEET GRADATION M05.01-J 6" MIN. BANK RUN GRAVEL SUBBASE 1-1/2" BITUMINOUS CONCRETE CLASS 2 OVER PREPARED SUBGRADE (COMPACTED) SURFACE COURSE (COMPACTED) AND 2" BITUMINOUS CONCRETE CLASS 1 a MEET GRADATION OF M2.06 GRADING B BINDER COURSE (COMPACTED) ca AS AN ALTERNATE, A TOTAL OF 12 INCHES FOR LOCAL ROADS OF PROCESSED AGGREGATE BASE MAY BE a INSTALLED IN LIEU OF 6 INCHES GRAVEL / v 6 INCHES PROCESSED AGGREGATE � 0 O o m ACTUAL DEPTHS & MATERIALS SHOULD BE BASED ON A PAVEMENT DESIGN FOR EACH ROAD, o DESIGN TO BE SUBMITTED TO AND APPROVED BY TOWN ENGINEER. NOT TO SCALE O N Z GENERAL NOTES D O D Z -71 p 1. SIDEWALK CURB RAMPS SHALL BE CONSTRUCTED AT ALL PEDESTRIAN CROSSWALKS IN ALL (A NEW DESIGNS AND AT PEDESTRIAN CROSSWALK LOCATIONS WHERE AN EXISTING CURB OR A D WALK IS TO BE DISTURBED BY CONSTRUCTION. mO C p 2. NO DRAINAGE STRUCTURES SHALL BE PLACED WITHIN THE LIMITS OF A PROPOSED OR o EXISTING SIDEWALK CURB RAMP. CATCH BASIN TO BE PLACED UPGRADIENT OF RAMP. _ p f1'I `2 3. REGARDLESS OF THE TYPE OF PAVEMENT OF ADJACENT SIDEWALK, ALL SIDEWALK CURB -I RAMPS SHALL BE CONSTRUCTED OF PORTLAND CEMENT CONCRETE. D Z - r p 4. ALL SIDEWALK CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS 4 FOR 5" CONCRETE SIDEWALK, EXCEPT THAT THE FINAL TEXTURE OF THE CONCRETE SURFACE SHALL BE A COARSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE RAMP. 5. CARE SHALL BE TAKEN TO ASSURE UNIFORM GRADE ON THE RAMP, FREE OF SAGS AND ABRUPT GRADE CHANGES. r*�r*11 6. THE BOTTOM OF THE RAMP SHALL BE FLUSH WITH THE GUTTER LINE AND BEVELED. m 0 7. SAID SPECIFICATIONS SHALL BE INTERPRETED TO COMPLY WITH THE APPLICABLE O O STATUTES OF THE STATE OF CONN. AND THE FEDERAL REQUIREMENTS CONCERNING z THE CONSTRUCTION OF SIDEWALK CURB RAMPS. 0 8. SIDEWALK CURB RAMP DETAILS ALSO APPLY FOR SIDEWALK SECTIONS ON A CURVE. m9. MAXIMUM SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO m THE SIDEWALK CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 20:1. 10. SEE PAGES 8-11 FOR DETAILS OF SIDEWALKS AND CURBS. (n 11. REMOVAL OF EXISTING SIDEWALK FOR NEW CURB RAMP INSTALLATION SHALL BE TO THE v NEAREST EXPANSION/CONTRACTION JOINT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. M 12. RAISED ISLANDS IN CROSSINGS SHALL HAVE SIDEWALK CURB RAMPS AT BOTH SIDES AND A M LEVEL AREA AT LEAST 4' LONG BETWEEN THE CURB RAMPS IN THE PART OF THE ISLAND D INTERSECTED BY THE CROSSINGS. IF THIS CAN NOT BE ACHIEVED, THE RAISED ISLAND SHALL BE r CUT THROUGH LEVEL WITH THE ROADWAY. X D T� V NOT TO SCALE TYPICAL CURB TRANSITION CONCRETE (SEE SECTION) BITUMINOUS CURB SIDEWALK TYPICAL CONCRETE T__/ [SIDEWALK GRASS SHELFCd "I 8. % MAX(1:12 SIDEWALK 0.a 5' a� RAMP a (TYPICAL) �N v f 2- 8.331 Max SIDEWALK RAMP - TYPE 1 (1 (1MSHELF) GRASS SHEL X �v1= C� b\ V) M M N C7 4.a CONCRETE CURBING B.O. T.O.C- BITUMINOUS CURB TYP. FINISHED PAVEMENT (BOTH SIDES) ON O Z � GENERAL NOTES D O Z 1. SIDEWALK CURB RAMPS SHALL BE CONSTRUCTED AT ALL PEDESTRIAN CROSSWALKS IN ALL D NEW DESIGNS AND AT PEDESTRIAN CROSSWALK LOCATIONS WHERE AN EXISTING CURB OR i > WALK IS TO BE DISTURBED BY CONSTRUCTION. C o= 2. NO DRAINAGE STRUCTURES SHALL BE PLACED WITHIN THE LIMITS OF A PROPOSED OR EXISTING SIDEWALK CURB RAMP. CATCH BASIN TO BE PLACED UPGRADIENT OF RAMP. N ITT 3. REGARDLESS OF THE TYPE OF PAVEMENT OF ADJACENT SIDEWALK, ALL SIDEWALK CURB - -I �c RAMPS SHALL BE CONSTRUCTED OF PORTLAND CEMENT CONCRETE. - I- p 4. ALL SIDEWALK CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS a (n FOR 5" CONCRETE SIDEWALK, EXCEPT THAT THE FINAL TEXTURE OF THE CONCRETE SURFACE ' O SHALL BE A COARSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE RAMP. 5. CARE SHALL BE TAKEN TO ASSURE UNIFORM GRADE ON THE RAMP, FREE OF SAGS AND - ABRUPT GRADE CHANGES. 6. THE BOTTOM OF THE RAMP SHALL BE FLUSH WITH THE GUTTER LINE AND BEVELED. rrmI En 0 7. SAID SPECIFICATIONS SHALL BE INTERPRETED TO COMPLY WITH THE APPLICABLE o STATUTES OF THE STATE OF CONN. AND THE FEDERAL REQUIREMENTS CONCERNING Z THE CONSTRUCTION OF SIDEWALK CURB RAMPS. 0 B. SIDEWALK CURB RAMP DETAILS ALSO APPLY FOR SIDEWALK SECTIONS ON A CURVE. m9. MAXIMUM SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO m THE SIDEWALK CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 20:1. 10. SEE PAGES 8-11 FOR DETAILS OF SIDEWALKS AND CURBS. (n 11. REMOVAL OF EXISTING SIDEWALK FOR NEW CURB RAMP INSTALLATION SHALL BE TO THE NEAREST EXPANSION/CONTRACTION JOINT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. v m M 12. RAISED ISLANDS IN CROSSINGS SHALL HAVE SIDEWALK CURB RAMPS AT BOTH SIDES AND A LEVEL AREA AT LEAST 4' LONG BETWEEN THE CURB RAMPS IN THE PART OF THE ISLAND N D INTERSECTED BY THE CROSSINGS. IF THIS CAN NOT BE ACHIEVED, THE RAISED ISLAND SHALL BE CUT THROUGH LEVEL WITH THE ROADWAY. Tr a I I -moo i NOT TO SCALE TYPICAL CONCRETE CURB SIDEWALK SIDEWALK 5' RAMP LANDING 8.33% MAX8'33� (1:12)�2R A; TRANSITION TYPICAL CONCRETE I SIDEWALK SIDEWALK RAMP - TYPE 2 2% (WITH NO GRASS SHELF) x m�t M M ...i aS a a O D 1 3 v 0 0 FA NOTE: A 2 FT. WIDE CONCRETE LEAKOFF SLOPED AT 1,/2":1' FROM SIDEWALK TO CURB SHALL BE PROVIDED TO ALLOW STORM WATER TO DRAIN FROM THE SIDEWALK AT LOW POINTS WHERE THERE IS NOT AN ADJACENT DRIVEWAY OR HANDICAP RAMP. i- BIT. CURB VI 15' 4' 5' 5' ^T+ 5' 12" TYP4 VARIES 4' MIN. 1' � I TOOLED JOINTS WITH 1/2" ASPHALTIC DEPTH 3/8" (TYP.) EXPANSION JOINT MATL. RIGHT OF WAY (TYPICAL.) NOTE: DOWELS SHALL BE PLACED AT CONSTRUCTION JOINTS AND WHERE NEW CONCRETE MEETS EXISTING CONCRETE (SEE DETAIL). T LINE R.O.W. VARIES VARIES 1' MEET TOP OF CURB 4' MIN. 4' MIN. MATCH EXSISTING OR EDGE OF PAVEMENT GROUND IF NO CURB EXISTS 6" 6" NPR\�5 BIT. CURB 1/2":1' 1/4":1' 3:1 MAX. "-� RESIDENTIAL 4" TOPSOIL & SEED I�L1/2' ASPHALT 5/B' SMOOTH METAL DOWELS EXPANSION JOINT DIPPED IN LIQUID ASPHALT OR MATERIAL AN APPROVED BOND BREAKER \4" TOPSOIL & SEED--" `- 8" PROCESSED AGGREGATE MEET GRADATION OF M5.01.1 -5" CONC. SIDEWALK (8" CONC. AT DRIVES W/ 6"x6"X 10/10 WIREMESH) TOWN OF SOUTH WINDSOR STANDARD DETAIL TYPICAL SIDEWALK DETAIL MARCH, 2DO5 REVISED: O (n Z Z Oq i p DC/) �O N p -I N p= D Z F p U) O :0 11' MIN. rn 5 O X Z BITUM. CURB OR AS J DIRECTED BY TOWN o G� O --I VA�S m NPR PX A � 3 1/2" BITUMINOUS CONCRETE MIN. OR MATCH EXISTING N 12" MIN. PROCESSED STONE OR 6" MIN. STONE AND 6" GRAVEL I OR MATCH EXISTING NOT TO SCALE SD-11 NOT TO SCALE APPROVED PUBLIC WORKS DIRECTOR SIDEWALK.DWG ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 816 AS AMENDED EXISTING CENTERLINE OF TOWN ROAD 40' MAJOR COLLECTOR 5' LOCAL & 30' MIN. COLLECTOR SYMMETRICAL ABOUT CENTERLINE MINIMUM FROM CENTERLINE WHEN DEVELOPMENT TAKES PLACE TO BE DEEDED TO TOWN ON BOTH SIDES OF ROAD. VARIES VARIES EXISTING EDGE 6" OF PAVEMENT 4 _ SLOPE TO MATCH = _ _ SAW CUT EXISTING PAVEMENT 6 INCHES BACK PRIOR TO PAVING. SEAL WITH LIQUID BITUMINOUS MATERIAL M.04.01.7 ALL DEPTH MEASUREMENTS REFER TO DEPTH AFTER COMPACTION. N 0) C: N N O � •� .0 L C- C Q W W J C &dig 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860) 249-2200 (860)249-2400 Fax DO O�Sid. "'••. t • "j¢No.2�St Z W (N U ~ Q U W O �Oz J I ry Z W �z o O W Q z U ry Z O LU ry En Z � �� O � W O W � 0 v J CL H CO Z Z w w 0 O O U U Z Z o O o Of 0- ozoW Z O Z w n w CO U p 0 ❑ w o w O Q Q N NO NO 0 0 Z N N N N � Cl) 0 O M n cn U O ` ` w ❑ cV O O 6 Z CV M VT Designed J.A.B. Drawn S. E. L. Reviewed Scale N.T.S. Project No. 13C4718 Date 09/18/2019 CAD File: DII II 13 C4 7 3C47 I VO I Title SITE DETAILS Sheet No. DN-16 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. N O O N PROJECT INFORMATION ) �� I�{ CS ASS/STo! 1 1 Q ENGINEERED ROB LEMIRE PRODUCT 860-964-1010 °ystormTfsaT �1 MANAGER: ROB.LEMIRE@ADS-PIPE.COM FOR STORMTECH ?" 4 INSTRUCTIONS, - - ■ DOWNLOAD THE ADS SALES REP: JOHN STELMOKAS 413-519-2036 JOHN.STELMOKAS@ADS-PIPE.COM INSTALLATION APP ■ PROJECT NO: S103817 ADVANCED DRAINAGE SYSTEMS, INC. COSCO.`EVERGREEN WALK - 151 BUCKLAND RD) SOUTH WINDSOR, CT MC-4500 STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH MC-4500. 2. CHAMBERS SHALL BE ARCH -SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT -MODIFIED POLYPROPYLENE COPOLYMERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x101. 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23- C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. 102013 ADS, INC. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-4500 CHAMBER SYSTEM 1. STORMTECH MC-4500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH MC-4500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3, CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM 9" (230 mm) SPACING BETWEEN THE CHAMBER ROWS. 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS. 8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR #4. 9. STONE SHALL BE BROUGHT UP EVENLY AROUND CHAMBERS SO AS NOT TO DISTORT THE CHAMBER SHAPE. STONE DEPTHS SHOULD NEVER DIFFER BY MORE THAN 12" 300 mm BETWEEN ADJACENT CHAMBER ROWS. 10. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 11. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIAL BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 12. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION E UIPMENT 1. STORMTECH MC-4500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 2. THE USE OF EQUIPMENT OVER MC-4500 CHAMBERS IS LIMITED: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. PROPOSED LAYOUT 811 STORMTECH MC-4500 CHAMBERS 48 STORMTECH MC-4500 END CAPS 12 STONE ABOVE (in) 9 STONE BELOW (in) 40 % STONE VOID 142904 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) 33310 SYSTEM AREA (ft=) 834 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS 115.00 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 110.50 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 110.00 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 110.00 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 110.00 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 109.00 TOP OF STONE 108.00 TOP OF MC-4500 CHAMBER 104.21 24" TOP MANIFOLD INVERT 103.19 24" BOTTOM MANIFOLD INVERT 103.00 BOTTOM OF MC-4500 CHAMBER 102.25 BOTTOM OF STONE NOTES • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. • THE STORMTECH SYSTEM DEPICTED DOES NOT PROVIDE THE ABILITY TO BE INSPECTED, CLEANED, AND MAINTAINED. NOT MAINTAINING THE SYSTEM MAY LEAD TO A DECREASE IN STORAGE VOLUME OVER TIME. ADS RECOMMENDS THE USE OF THE ISOLATOR ROW PLUS ON ALL STORMTECH SYSTEMS. 24" X 24"' ADS N-12 BOTTOM MANIFOLD MAXIMUM INLET FLOW 38.0 CFS INVERT 2.26" ABOVE CHAMBER BASE (SEE NOTES) E ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS 4� 24" X 24" ADS N-12 BOTTOM MANIFOLD MAXIMUM OUTLET FLOW 7.0 CFS INVERT 2.26" ABOVE CHAMBER BASE (SEE NOTES) PLACE MINIMUM 17.5' OF ADS GEOSYNTHETICS 315WTM WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 24" X 24" ADS N-12 TOP MANIFOLD MAXIMUM INLET FLOW 33.1 CFS INVERT 23.05" ABOVE CHAMBER BASE (SEE NOTES) 24" PARTIAL CUT END CAP, PART# MC45001EPP24T OR MC45001EPP24TW TYP OF ALL MC-4500 24" TOP CONNECTIONS MATERIAL LOCATION DESCRIPTION AASI-1 1 O IVIA I ERIAL COMPACTION / DENSITY REQUIREMENT CLASSIFICATIONS FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIUROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED D PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PAVEMENT SUBBASE MAY BE FART OF THE 'D' LAYER PREPARATION REQUIREMENTS. AASHTO M145' INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR A-1, A-24, A-3 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) PROCESSED AGGREGATE. THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN C ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT OR 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR SUBBASE MAY BE A PART OF THE 'C' LAYER. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR LAYER. AASHTO M431 PROCESSED AGGREGATE MATERIALS. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS AASHTO M43' B FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER CLEAN, CRUSHED, ANGULAR STONE 3,4 NO COMPACTION REQUIRED. ABOVE. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACTOR ROLL TO ACHIEVE A FLAT SURFACE z,3 SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. 3,4 PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO.4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm) MIN -� AInTI~c- MC-4500 END CAP SUBGRADE SOILS J (SEE NOTE 3) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) T 'TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED 7 O, INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, 24" INCREASE COVER TO 30-(750 mm). (2.1 m) (600 mm) MIN" MAX 12" (300 mm) MIN { , 9„ (230 mm) MIN 60" (1524 mm) E DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" (230 mm) MIN 100" (2540 mm) 12" (300 mm) MIN 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x101 2. MC-4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23- C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. E g o Z W U F_ co ( F ) U p o r Z Y O _ Z ¢ Z U � � o z w rn o w = CO CD Ctf M o L'J� 0 rn m s :::- O # o O U~q W -LU Ci O Q w c� o a N W z vi ° , zZ b W .W- .e > ow LL ° 2O 2 Z W Z u 0 ZZ a5 V) W� W p (9t-u U LZ, fw 0° O W lit = y 5 ° 0 r � o0 �_ °o as ° W W O 0, CO O a m Lv�j to ,•4 I O w Z Q N K Z W LU Zo << o W Q aZ �W v i m W0 " 2 WW w aN Ww b m f pQ <LL 0 C) o Z mW _X SHEET OF 5 z = W m O OLU cYi U) � ', _ Q Z : 0o U 0 z r` wUJ 0 6 CD M a Ci z af w 3 w O� O U U Cf.) IL i Ov p I a r 0 to 7 N J w M Z < _ 2O LU �__ J "T M e 9 12 z 0 SHEET 4 OF 5 O � NON U �> Q Lu L u MIR 100 Constitution Plaza, I Oth Floor Hartford, CT 06103 (860)249-2200 (860) 249-2400 Fax :saaa�awn �¢txttxta ��co•NroFar • #1t3C1¢iaStH Z W C4CL U ® � W 0 Z Z W J o 0 U Z W Q Z 0 C� � � W Z_ m 0 r1l L0 � W r- � DW ID O CL ZZ W Z cW W L C 0 O O Z U > Z 0 0 O : w2 w a Z0ZW LU a- W C0 W 0 W 0 < W < 11 N 0 11 0 O O Z NN ON N N M a 0 C:)� CN � � N ` w o 0 0 0! Z N co -t ^nmrossnums, Designed J.A.B. Drawn S.E.L. Reviewed Scale N.T.S. Project No. 13C4718 Date 09/18/2019 CAD File: UN 131.47 18U I u�a��ca�mam�ceoxuann�xxx: Title SITE DETAILS Sheet No. DN-17 2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. W1 MC -SERIES END CAP INSERTION DETAIL NTS STORMTECH END CAP 12" (300 mm) MIN INSERTION MANIFOLD STUB MANIFOLD HEADER it I. I 12" (300 mm) I _ 12" (300 mm) MIN SEPARATION fff MIN INSERTION NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. 12" (300 mm) MIN SEPARATION MANIFOLD HEADER MANIFOLD STUB MC-4500 TECHNICAL SPECIFICATION NTS CREST STIFFENING RIB CREST VALLEY WEB STIFFENING RIB�A / J UPPER JOINTGON CORRUATI FOOT L- LOWER JOINT CORR. :- BUILD ROW IN THIS DIRECTION (12 INS - 100.0" (2540 mm) nn 0 Of 0 z J J Y U m � U � � p of U z w —' p �Iw _ O U LU Lit ua _Z 2 r` rn o� n CW'a W H 0 C? nm) w O HLU 0 U U HO oia 1-- 90.2" (2291 mm) —� nm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 100.0" X 60.0" X 48.3" (2540 mm X 1524 mm X 1227 mm) CHAMBER STORAGE 106.5 CUBIC FEET (3.01 m') MINIMUM INSTALLED STORAGE' 162.6 CUBIC FEET (4.60 m') WEIGHT 130.0 lbs. (59.0 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 90.2" X 59.4" X 30.7" (2291 mm X 1509 mm X 781 mm) END CAP STORAGE 35.7 CUBIC FEET (1.01 m') MINIMUM INSTALLED STORAGE` 108.7 CUBIC FEET (3.08 m') WEIGHT 135.0 lbs. (61.2 kg) 'ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A WELDED CROWN PLATE END WITH "C" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" PART # STUB B C MC450OREPE06T 6" (150 mm) 42.54" (1.081 m) — MC4500REPE06B — 0.86" (22 mm) MC450OREPE08T 8"(200 mm) 40.50" (1.029 m) — MC450OREPE08B --- 1.01" (26 mm) MC450OREPE10T 10" (250 mm) 38.37" (975 mm) MC450OREPE10B -- 1.33" (34 mm) MC450OREPE12T 12" (300 mm) 35.69" (907 mm) MC450OREPE12B --- 1.55" (39 mm) MC450OREPE15T 15" (375 mm) 32.72" (831 mm) MC450OREPE15B --- 1.70" (43 mm) MC4500REPE18TC 18" (450 mm) 29.36" (746 mm) -- MC4500REPE18TW MC450OREPE18BC — 1.97" (50 mm) MC450OREPE18BW MC450OREPE24TC 24" (600 mm) 23,05" (585 mm) -- MC4500REPE24TW MC450OREPE24BC -- 2.26" (57 mm) MC450OREPE24BW MC450OREPE30BC 30" (750 mm) --- 2.95" (75 mm) MC450OREPE36BC 36" (900 mm) — 3.25" (83 mm) MC450OREPE42BC 42" (1050 mm) — 3.55" (90 mm) NOTE: ALL DIMENSIONS ARE NOMINAL 30.7" (781 mm) INSTALLED t T I I 35.1" �( (891 mm) CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15A8" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-4500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE, 7,I�;ol� i 109. 5 ..::,a 4•, V Cl AI a — V14R/11 0 00 F, U M c0 D CN E� o0 •v�rn'. L Q LU LU el CQ L, 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860) 249-2400 Fax oe ' ZJi•' b�NAL F— Z :D W N* — F— U CL I- n U 0 0-7 J I I� Z W J 00 WQ Z U Q � Z 0 W � ::Dco � Ory O w 0 CL Z � w Z w O U 0 Z U Z O O O w w a Z0Zw in O w 0 w o < 0r 0� O O N Z O O O O C On On i 6 w O O O Z ,— N M V' Designed J.A.B. Drawn S. E. L. Reviewed Scale N.T.S. Project No. 13C4718 Date 09/18/2019 CAD File: DN 13C471801 Title SITE DETAILS Sheet No. DN-18 N a2021 BL COMPANIES, INC. THESE URAWINUS SHALL NUI f5t UIILILtU BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. N — PmA W01A I /I ry ff 't </ / OETEACR fflOM QUCNtgpp I Aft .99 ' r�l /r/sY�• /lam Ll/.�.. ""rr11177'rn� ° 11111 Hill } f APPROXIMATE LOCATION OF COSTCO EXCESS SOIL AREAS AS �� PREVIOUSLY DEPICTED BY ♦ DEVELOPER `� � • ' Pd/.stir,! .y �y r 1d;�$ THE DEVELOPER SHALL BE RESPONSIBLE FOR THE PREPARATION OF THE AREAS TO RECIEVE THE EXCESS SOIL FROM THE COSTCO PARCEL. THIS WILL INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING ITEMS: • CLEARING AND GRUBBING THE SITE ARE TO BE USED FOR THE STOCKPILES. • PLACE AND MAINTAIN ALL SOIL EROSION AND SEDIMENTATION CONTROL BARRIERS. • PLACE AND MAINTAIN A CONSTRUCTION ENTRANCE TO MITIGATE ANY TRACKED SOILS ONTO THE ASSOCIATION ROADWAYS. • GRAVEL ROADWAY TO STOCKPILE AREA. • MANIPULATION OF PLACED SOILS INTO A STOCKPILE THAT CONFORMS TO ALL STATE REGULATIONS FOR SIDE SLOPES. • TEMPORARY SEEDING OF THE STOCKPILE IF SOILS ARE PLACED DURING PERIODS NOT SUITABLE FOR PERMANENT SEEDING. • PERMANENT SEEDING OF THE STOCKPILE SLOPES. W 0 TOWN AND STATE PERMITS IF STOCKPILE IS TO BE PLACED IN ANY REGULATED AREAS. J COORDINATION WITH THE COSTCTO GENERAL STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES FOR INCLUSION OF Q DISTURBED AREA CALCULATIONS FOR REGISTRATION. L� w THE COSTCO CONTRACTORS WILL BE RESPONSIBLE FOR LEGALLY HAULING THE EXCESS SOILS TO THE APPROPRIATE LOCATION AND O U v, DUMPING THE SOILS WITHIN THE PREPARED STOCKPILE AREA. I - ��$8H y 1� 4 < 4H ,�/ / t ,r r \ /! Ld ♦ Ow. Q (n W X O U Q i I V `s• , � 1 1 � „1 0 1r e' �APPROXIMATE LOCATION OF COSTCO EXCESS SOIL AREAS AS is PRE=VIOUSLY DEPICTED BY .� DEVELOPER �t t O / '�'y � e � � -�� o o � o '� $ F •�yi � 01 s g � � Q OC 40 o Z � �61 G V. § n � •� o � E � � g' � gggp� d. E � � iS i6 � ,� rr 3 E = °•g 7� x !< ` s _ g . 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Q U H LLl W z IL W Q O W > Q z - o W Lu d N� U) J W W oca W W W !J_— ~ W Z S N m o SCALE 1'=200' Z-4 JOB N0. 99508.00 DRAWN JB CHECKED AFL DATE 8/1712020 0) U •� U N E �NO� • 0 U �> Qww C •.: :aYa�awnm�,��:au 100 Constitution Plaza, 1 Oth Floor Hartford, CT 06103 (860)249-2200 (860)249-2400 Fax Ate. co •V • .10. r. W.2WI " ss10ry AL ti 7 Z ~ � W c� U 0 U O �oz W J W I �sZ � o Z O WQ zU// Q LLP W Z 0WL-0� CL LIJ W r— o I� O GO CL H H W W 0 O O U U Z Z d O H- AZ ZO Z W WW d W C0 N O W 0 W o < X < W N 0 0 00 Z N N N N O mm > a CD CN N O` CN w 0 0 0 Z N co V' Designed J.A.B. Drawn S.E.L. Reviewed Scale 1 "=200' '- Project No. 13C4718 '. Date 09/18/2019 CAD File: EXH13C471816 r Title EXCESS SOIL i STOCKPILE ) LOCATION r PLAN Sheet No. �2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. GRAPHIC SCALE 200 100 0 200 SCALE IN FEET ')' I ESS-1