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100 HEMLOCK AVE PANERA BREAD
APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT AP P O D 1540 SULLIVAN AVENUE ic 644-2511 ext. 230 Bldg.Permit# Date Building Ina r Application must be printed or typed FEE SCHEDULE _ L^- Ion of Job: $0-$1,000=$15.00 _ Cap }{cml(k- - Over$1 000= Strom rno. 3ttcet Lot No. $15.00 per$1,000 7) a. t y j% or any fraction thereof Tenant Designation Apt,No. APPLICANT ZZ 1 J r�c� c�.'�C�i�c t�(' ��U 1 PLC APPLICANT ADDRESS 0 3 2t syy v o 5=s,� k%ior< 06YA8 APPLICANT'S PHONE# ao3 -a70 - 2?y7 OWNER Prt.kn z �&%f& nc c..c, Ow N 8,t q� OWNER ADDRESS _1 7 1 Z,SC K 1e,t�!6 2 J Sic•4A, OWNER PHONE ESTIMATED COST$ S p C IS THIS A CONTRACT COST? yYea No FEE ENCLOSED$ -7(e S TYPE OF JOB: Z73X OR- Co ✓New Installation Alteration/Addition/Repair �l.Cn c�m43(o Revised 03/05/10 . APPLICATION FOR HVAC PERMIT(Continued from reverse side) TYPE OF YSTEM: TYPE OF BUILDING: 7ATING ❑ RESIDENTIAL 6-A/C YYCOMMERCIAL wv&-TILATION Cl INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LOS. ❑ HYDRONIC ❑ WARM AIR ❑ UNIT RADIANT.HEATER EXISTING RADIATION ADDITIONAL RADIATION -TOTAL RADIATION DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 2C' GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION: ❑ INSIDE ❑ OUTSIDE CAPACITY ❑ GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP: OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING�.Alb CiTY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST E UIPMENT) :17��J , ll -eisL ",z+- s Pr, pI4 ksc, 1r TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) . FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 14-1 cr- o3s y�o -� � �i r T CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT ML_4A l DATE [Q V � DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN O'P SOUTH WINDSOR BUILT,-'JG DEPAR-M ENT SS ROVED 1540 SULLIVAN A,ENUE Bldg.Pere 644-2511 EXT. -30 I(n/1 D (Date) ilding Inspector) Application must be printed or typed FEE SCHEDULE r.......s....ns lnh• $041,000=$15.00 Street No. Street Lot No. Over$1,000- $15.00 per$1,000 P lit X1E kA4 or any fraction thereof T ant Designation Apt.No. APPLICANT R 61-,V-AeY APPLICANT ADDRESS —iiS V -5"e) �.Li.G a sail APPLICANT PHONE# IN St OWNER 'Q< OWNER ADDRESS O * OWNER PHONE C = ESTIMATED COST $ 3 �G IS THIS A CONTRACT COST? YES NO FEE ENCLOSED$ �- rj�� TYPE OF JOB: SOR•C0 New Installation Alteration/Addition Repair Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUIIAING IS THIS APPLICATION ASSOCIATED WITH A O RESIDENTIAL BLULDING PERMIT APPLICATION? YES ❑ NO BUSINESS 13 ASSEMBLY CURRENT USE AND OCCUPANCY O MERCANTILE O EDUCATIONAL FUTURE USE AND OCCUPANCY O FACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO. OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES 13 NO SIZE OF WINDOW IF NONE C.F.M.UF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK N ��s THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK ( l C--� C,/ 7SS P- T CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE APPLICATION FOR ELECTRICAL•PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT IG0052 APPR VE 1540 SULLIVAN AVENUE Bldg.Permit# 644-251I ext. 230 �L 0 053� Date Building Inspec r Application must be printed or typed FEE SCHEDULE Location of Job: $041,000—$15.00 / o v /!/t o ele ✓E Over$1,000— Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT -L l'o E��c'T•%P/e G 4 6- APPLICANT ADDRESS P 6'S-6' APPLICANT'S PHONE# Y 5 0 - 30 6 s.2 a 3 pW N Sf OWNER -4< OWNER ADDRESS C OWNER PHONE C � ESTIMATED COST$ a � IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$. TYPE OF JOB: �SOR•CO New Installation Alteration/Addition/Repair &0og 34 Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY Cl STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS -NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF:LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBEROF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST-BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE 1!�10 f� BUILDING PUMIfi 1,YJO SAY STATE OF CONNECTICUT WORK EF S'CQOMPffidSA110$CONWSSION Baildina Permit Affidavit for Property Owners or Sole Proprietors .(Conn-Gen.Stat§312M) Piope ty located at /Oe2 In the town of (g u rr ' Name of building permit applicant: /L,F7YS61+-"I Please check one: - 1._I am the owner ofthe above property. - 2. v I am die sole..proprietor of a business. 2A.Name of business It,L c7%2 iC 2B.Federal Employer Mentific adw Number THER) ......................................................................1......................................�.MN Pursuant to§31-28*"tproperty owner or sole proprietor(who]intends to act as a gond al couhador or principal employer"may provide either a certificate,of wodm&compensation i muranoe or.a"a aA notacizod a divit....stating that he will req*m*m proof of wal= comp'M anon mxnanoe for all thoge employed on the jpb site in accordum wide this chapter." Please check one: 1._I do not intend to 14 is a general contractor or principal employer. Riga and stop here] Si udu:ra of applicant 2._I bko to act as-a geneWcontractor or principal employer.Applicant must either provido a cage of*akwi compensetion insurance or.sign the affidavit below. ............................................................:............ ................................ .....:....:. Affidavit I hereby swear and attest brat I wM rcquim proof of worioas"ooarpea icn woe for am cmtractor, condector,or other workw bdm befg a engages in work ou do above prr:perty in • accordance with die`�ilo iMW ampeosation Act((hapW5b>t). I understand that i t*i 31-275 C O.S.,offioecs of a,corpomflon and partneu in a -- --_-_- VMM.=sh mkt Died tobeaurb"frimoo sageby_fiflux iwaiver with the _appr+opriade ---------- D Office;and dirt a sole pr opcietor ofabtuines&is not required to,have wv+e p unless he -- - •-- ----�ileshis inheattoAcceptcovexaie.— ---I-- • 4j • Signture ofa O&M d Subse rgW and swam to before me this o'er, day of (Notary Public/Commissioner of the Superior Cow APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT (o6C)Lf f 7- APP O D 1540 SULLIVAN AVENUE '►� i. Bldg.Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Over$1,000= Street No. Street Lot No. $15.00 per$1,000 r or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS (h4"L!WO-60 7IZ- Es A571)cJSUr1-f C,i a(a& 33 APPLICANT'S PHONE# S(ab V 3a J S S S OWNER 'tOw N Sf�9� OWNER ADDRESS Cn �- OWNER PHONE C ESTIMATED COST$ IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$67`S• 6 0 TYPE OF JOB: 5S dSOR•co ✓New Installation Alteration/Addition/Repair i �IIpUD$2�, Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? C�]'i'ES ❑ NO ❑ jESIDENTIAL CENT USE AND OCCUPANCY Er BUSINESS ❑ ASSEMBLY FUSE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE Clw STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK L i CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE i APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PgRMIp# Applicatio ' hcreby*__ BUILDING DEPARTMENT PROW D 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# ilding Inspector 3 Application must be printed or typed FEE SCHEDULE Location of Job: _&zC "t) $041,000-$15.00 F Over$1,000 No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS 1i: ty C• , LiO 6 3o 4s` APPLICANT'S PHONE# �o 3 4- ct O top ce-7 4R4§>-Z t o- 5'?9 5— OWNER '. OW N S F44 OWNER ADDRESS (10 OWNER PHONE O ESTIMATED COST$ 4, OVO( tro.s 't'�.15•h�l� U IS THIS A CONTRACT COST? /Yes No FEE ENCLOSED$. [� TYPE OF JOB: Ca OR-CO ' New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERNUT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES 0 NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑. ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE. ❑ FACTORY ❑- STORAGE ADDRESS ❑ GARAGE . ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD 1.,aw v 0k- { SIZE OF SERVICE SIZE OF MAIN CONDUCTORS .. NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? 0 YES 0 NO NUinflERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FDffURES NUMBER OF.HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMTITED. DESCRIPTION OF WORK 5 � C116� v• CIO s THE UNDERSIGNED HEARBYAPFLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK l olo 9°c1-(2 S— C �-t— CONTRACTORS LICENSE NO E STATE SIGNATURE OF APPLICANT DATE D- 3%- ;-()I DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT ��[ - APPROVED 1540 SULLIVAN AVENUE Bldg. Permit# 644-2511 ext. 230 Date Building"Iaspecrt��o-r Application must be printed or typed Location of Job: FEE SCHEDULE K $0-$1,000=$15.00 Ntreet No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt. No. APPLICANT — W t L(,, '1",1-A W t%`t_L j r N1,� CIC rl" Prt oTEcnD,,l APPLICANT ADDRESS 1 C- vt 7*-1�t. >'ofK ft- P r-M-4r vt��d � t��wrt L7 0 (fks} APPLICANT PHONE :7 18- 43 Y y SOW N 3f,q OWNER � V�Zl�/tL�N WOK OWNER ADDRESS Cj4) s OWNER PHONE C a ESTIMATED COST$ 1 0 , S o b .� IS THIS A CONTRACT COST? ✓Yes _No p _: 4� FEE ENCLOSED$ I(A S O�'� TYPE OF JOB: �R C _New Installation ✓Alteration/Addit ion/Repair Revised 4/01//2002 r APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO.OF STORIES ❑RESIDENTIAL Moo'USINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION? ❑ YES 0 NO ❑MERCANTILE O EDUCATIONAL CURRENT USE AND OCCUPANCY 0 INSTITUTIONAL 0 FACTORY SURE USE AND OCCUPANCY R C STq v44^'T ❑STORAGE 0 GARAGE ENGINEER'S NAME (3 R c W1Y S ?a-&C,'y T PHONE ❑MIXED USE (Other please specify) ADDRESS IC Pvt 4-4 t; CITY �AA, d-4 I STATE G T ZIP O 4 k S KIND OF INSTALLATION SIZE OF MAIN DRAIN Z WATER PRESSURE AT STREET(PSI) ARE SPRINKLER HEADS ALTERED? 0-Y. ES O NO _/ IF YES,CHECK ALL THAT APPLY: O ADDED ❑DELETED 8 ALTERED IF MORE TJIAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? 0 YES 9<0 IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES WNO IS A SPRINKLER SYSTEM PROVIDED? ❑YES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK /� D cl� �i1 t° I'c S'hR 9 S��is► (c-4� S If.l�-•7 {p r /t.e�/ f ecr i p ( /Dcrnt ,t $rQkd 77Cn4n4 jj04 e-C . THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 1-102- 7 / F ( C- ( CONTRACTORS LICENSE N TYPE STATE SIGNATURE OF APPLICANT DATE 1 0 ' C Elactric # APPLICATION FOR BUILDING PERMIT Plumbing# 9/ HVAC# Ico 4l�m �kc,/— . - e-n��.x 2_ Date: Sprinkler# �} FINAL APPROVALS Estimated Cost 1-5S 7,`I� Building COMPLETE RED BOXED AREAS Permit Fee $_ q;"1 `J Engineering Occupancy Fee $ (L Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.for CO. No- SIGN ON REVERSE SIDE Total Fee $ rJ(e TO THE BUIL ING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ -:�-- 7qy zle The undersigned hereby applies to do work according to the following: Applicant Location off Work�� OG � Lot No. Applicant's Address 'pA�R'"v� Tel # W-9 (008 2 Town M t*-bIIyeh Zip 0& �aLic.# Owner V 0t- wAC1A L �I'by Architect L' 9 /M VAN!l-V Owner's Address 2&5;0 gNb s/W FLVD Architect's Address _ M P/M{1419 1 TN zip 940 1A W KIN G Zip 4D Sq. Ft. New Area: 1 st Fl. 1142, 2nd Fl. 3rd Fl. Total New Area —7 i`TL Purpose of this permit NW ATAN P(JIL47196 City Water Well J Septic System J Sewer v'L61(o66 iy73 Ins: HO SP Area Basement Garage Approved by eEM�W Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to b located th proper distance from all street lines,side yard lines,and required distances from all other zones and is located in wh h this;uil ing and its use is allowed. Signed a I hereby apply for a Certificate of Occup n y for the wor described in this application for the permit. Signed DO NOT W ITE B W THIS LINE INSPECTION COMMENTS Electric # APPLICATION FOR BUIIDIN,G PERMIT Plumbing# HVAC# FDate: Sprinkler# Estimated Co $ (�! FINAL APPRO S Permit F $ Building COMPLETE RED BOXED AREAS Occ ncy Fee $ Engineering TYPE OR PRINT ONLY g. Insp. Fee $ Affidavit Appr.forCO. SIGN ON REVERSE SIDE Total Fee $ TO THE BUILDING DEPARTMENT, WN OF SOUTH WI OR, CT (Additional Cost) $ The undersigned hereby applies to do work cording to the f owing: c. Applicant Loca I of rk LotNo. Applicant's Address L Tel # q01 Town Mam PhLi Zip Lic.# Owner Architect efAp Owner's Address Architect's Addres Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit D / lg City Water] Well J Septic System ] Sewer Ins: HO SP Cert. Area Basement Garage Approved by Date Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in�ich his building and its u Ilowed. Signed ��-�- I hereby apply for a Certificate of Occ n y for the work described i his application for the permit. ' d V•n NA- Signed �(�• GOI►�?{�.{*- ) � DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS o c � Tow�n 0-Ye SotdA ?&12� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 soe-co TELEPHONE (860) 644-2511 November 7, 2016 BL Companies 355 Research Parkway Meriden, CT 06450 Re: 100 Hemlock Avenue To Whom It May Concern: TriS leµc rcpresc.ts _- Temporary Certificate of Occupancy re.-2003 IBC Portion of the 2005 State Building Code, Section 110.3 regarding Building Permit#'s 1600164 and 1600428. The C of O will be issued when the following information is supplied to the Building Department. Permit#1600164 (New Retail Building) 1) Affidavit of Final Cost 2) Special Inspections Report and Sign-Off Permit 41600428 (Vanilla Box for Suite 100) 1) Affidavit of Final Cost Christopher J. DT,Administrative Chief Building Cc: Dayshell P Secretary r INSPECTION FIELD SHEET 11/22/16 Printed by Foreshaw, Dayshell 08 55 25 OEF2' 0/16 DOUG PASS P002 PLUMBING UNDERGROUND JOE @ 860-883-6158 06/23/16 DOUG PASS P002 PLUMBING UNDERGROUND JOE @ 860-883-6158 06/29/16 DOUG PASS B003 FRAMING (ROUGH) EXTERIOR FRAMING--EAST ELEVATION FOR COLUMN BUMP OUT. 07/06/16 DOUG PASS B003 FRAMING (ROUGH) ANTHONY @ 860-250-7597 07/12/16 DOUG PASS B003 FRAMING (ROUGH) ANTHONY @ 860-250-7597 07/13/16 DOUG PASS B002 FOUNDATION ANTHONY @ 860-250-7597 SLAB WIRE OK 07/28/16 DOUG PASS E003 ELECTRIC ROUGH TONY @ 860-869-0540 08/02/16 ROSE PENDING B004 INSULATION CARMELLO @ 860-882-2886//NOT READY 08/03/16 DOUG PASS B004 INSULATION CARMELLO @ 860-882-2886 eifis 08/05/16 DOUG PASS P003 PLUMBING ROUGH LGHTNG 08/08/16 ROSE PASS B004 INSULATION TOILET 08/08/16 ROSE PASS E003 ELECTRIC ROUGH TOILET 08/09/16 ROSE PASS E001 ELECTRIC SERVICE SHAWN @ 860-869-0561 OK TO RELEASE TO EVERSOURCE 08/10/16 DOUG PASS E002 ELECTRIC UNDERGROUND 08/12/16 ROSE PASS B004 INSULATION UTILITY AREA & ADJACENT WALL TO SPACE 08/17/16 ROSE PASS P004 PLUMBING GAS TEST JUSTIN60-625-4880// PRESS TEST ON GAS PIPE FOR METERSERVICE 08/22/16 DOUG PASS B009 OTHER 08/26/16 ROSE FAIL P004 PLUMBING GAS TEST EXTERIOR UNDERGD GAS PIPING TO COMPLY WITH MANUF SPEC 08/26/16 ROSE PASS B009 OTHER ABOVE CEILING (BATHRMS) 08/30/16 DOUG PASS P004 PLUMBING GAS TEST INTERIOR GAS LINES 09/02/16 DOUG PASS E002 ELECTRIC UNDERGROUND UNDERGROUND LOW VOLTAGE. 09/14/16 ROSE PENDING PO10 PLUMBING FINAL CAULK AROUND BASE OF WC & URINAL CONTR. COMPL. SHELL ASPECT OF PLBG CONTRACT. 09/20/16 DOUG PASS P002 PLUMBING UNDERGROUND WASTE/VENT„FORRKITCHEN FIXTURES 6 22/16�,�:*!DOU .. B010°-FINAL—* 11 16/16 FOLG APPWBOND Z003 CO PLANNING INSPECTION 11/17/16 ROSE N/A 5005 HYDRO TEST 11/17/16 ROSE N/A 5006 TRIP TEST 11/17/16 ROSE N/A 5007 MAIN DRAIN 11/17/16 ROSE N/A H002 HVAC UNDERGROUND INSPECTION FIELD SHEET 11/22/16 ' Pfinted by Foreshaw, Dayshell 08 55 25 INSPECTION: 83392 FOOTING PERMIT: STATUS APPLICATION: 201600173 LOC: 100 HEMLOCK AVENUE SOUTH WINDSOR PROPERTY ID: 41350100 OWNER: EVERGREEN WALK LIFESTYLE CENTER LLC CONTRACTOR: REQUEST BY: PROJ DESC: NEW RETAIL BUILDING. WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 05/18/16 PRIORITY: SCHEDULED: 05/19/16 AM COMPLETED: 05/19/16 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: ANTHONY @ 860-250-7597 ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 04/28/16 DOUG PASS E001 ELECTRIC SERVICE SHAWN @ 860-869-0561 05/12/16 ROSE PASS E002 ELECTRIC UNDERGROUND ANTHONY 860-250-7597//CONDUITS RE :UTILITY PRIMARY REALIGNED 05/20/16 ROSE PASS B001 FOOTING ANTHONY @ 860-250-7597 PARTIAL POUR ON LINE C BETWEEN 4 5 & 4 6 TO APPROX. 20' ON COL. LINE 1 FROM LINE C 05/24/16 ROSE PASS E002 ELECTRIC UNDERGROUND UNDERGD CONDUITS FROM TELEPHONE POLE TO TRANSFORMER AND TERMINATED MIDWAY SOUTH FOUNDATION WALL. 05/27/16 DOUG PASS B002 FOUNDATION ANTHONY @ 860-250-7597 05/31/16 DOUG PASS B003 FRAMING (ROUGH) 05/31/16 DOUG PASS B002 FOUNDATION 06/01/16 DOUG PASS B002 FOUNDATION ANTHONY @ 860-250-7597 06/20/16 ROSE PASS E002 ELECTRIC UNDERGROUND UNDERGD CONDUITS IN MECH. RM GROUNDING TO WATER PIPE & DRIVEN RODS& BONDING TO STEEL. Electftc # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# i UU ttrn�lc�(1� -5�:� 1e fir, Date: y�IIS�Z,O_1(Q Sprinkler# (p )(Estimated Cost $5001t, +- FINAL APPROVALS Permit Fee $NED Building COMPLETE RED BOXED AREAS Engineering _ Occupancy Fee $ b Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.forCO. - ► SIGN ON REVERSE SIDE A Total Fee TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 0Oy3$6 The undersigned hereby applies to do work according to the following: —� Applicant NOVW, C. Location of Work - Lot No. Applicant's Address J V\ el # 12'$-c3— 1 Tow n Zip(1(](A5 I ic.# Owne Y r Y*AU& ac ?. ArchitectNOM Ccor iuo- Pt'Sy)iVy1 Te+rn'pt) Owner's Address L106D T11a15n1nrll 04kS `ail vd• Architect's Address N15 L yyjm /1ks. Ty Sq. Ft. New Area: 1 st FI.L4 1 12 0 2nd FI. 3rd FI. N Total New Area y4� Purpose of this permit Q, (�•� fit.)-} �� )�}{ City Water Well J Septic System J Sewer �l Ins: HO SP Cert. Area Basement Garage Approved by Date 2} ' Use Group Construction Type //L Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. XSigned I hereby apply for a Certificate of O cupa y or the work described in this application for the permit. Signed DO NOT WHITE BELO�THISE INSPECTION COMMENTS e INSPECTION FIELD SHEET 11/17/16 Drinted by Veart, Dayshell 10 49 08 INSPECTION: 86461 FRAMING (ROUGH) PERMIT: STATUS: APPLICATION: 201600836 LOC: 100 HEMLOCK AVENUE SOUTH WINDSOR PROPERTY ID: 41350100 OWNER: EVERGREEN WALK LIFESTYLE CENTER LLC CONTRACTOR: REQUEST BY: PROJ DESC: TENANT FIT-OUT FOR SUITE 100 WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 10/03/16 PRIORITY: SCHEDULED: 10/07/16 AM COMPLETED: 10/07/16 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS JOE 1-774-319-8201//TO PROVIDE LATERAL BRACING TO TWO WALLS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 09/14/16 SUMM PASS F005 FM PENETRATIONS/SEPERATION 09/14/16 SUMM PASS FO10 FM ABOVE CEILING 10/04/16 ROSE PENDING P003 PLUMBING ROUGH DAVE @ 860-883-2891 PRESS.TEST ON WATER PIPES & WATER TEST WASTE AND VENTS OK. NEED NAIL PLATE PROTECTION ON STUDS FOR PLBG PIPES 10/07/16 ROSE PASS P004 PLUMBING GAS TEST FIREPLACE/ TO PROVIDE ACCESS PANEL TO SHUTOFF 10/07/16 ROSE PENDING E003 ELECTRIC ROUGH RG. ELEC. WALLS -OK/ TO SUPPORT WIRING IN CLG. 10/28/16 DOUG PASS B003 FRAMING (ROUGH) ABOVE CEILING. 11/03/16 SUMM PASS F015 FM FIRE ALARM TEST 11/03/16 SUMM PASS F025 FM EMERGENCY/EXIT LIGHTING 11/03/16 SUMM PASS F035 FM EXITS 11/07/16 SUMM PASS F040 CO -FIRE MARSHAL INSPECTION 11/07/16 DOUG PENDING BO10 FINAL JOE 1-774-319-8201,TEMPORARY C OF O.AIR BAL,AFF OF FINL COST 17 OCl/1K UbUG-"'°""""'"'PASS BOlo_:..FINA41; RECEIVED FINAL COSTS ON 11/17/16 AM (DLF) INSPECTION FIELD SHEET 11/17/16 $rinted by Feart, Dayshell 10:49 08 11/16/16 FOLG PASS Z003 CO PLANNING INSPECTION w • FI RE PROTECTION LICENSED CONTRACTOR / AGENT AUTHORIZATION FORM In accordance with Public Act #91-95, this letter authorizes Robert Winarski to sign the below referenced Fire Sprinkler permit application as an agent for William J. Wells, License # F1-40291. Project Name&Address: ?AtJ E 1Z (ZE p lS l (3 v Oe,LAAj b 20 A-fl Agent Signature: �/ Robert Winarski Licensed Contractor's Signature: wiiiiamJ. Wells KATHERINE SHUGRUE NOTARY PUBLIC :".y Comm:ss:on Expires 12J31/2017 15 Industrial Park Place, Middletown,CT 06457 • (860)632-8053 • Fax(860)632-8054 CT F-1 40291 Mack Fire Paize 1 1032016 i Revised 4/01//2002 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT T# M ERI Application is hereby: TOWN OF SOUTH WINDSOR (PER BUILDING DEPARTMENT --- APPROVE 1540 SULLIVAN AVENUE Bldg. Permit# 644-2511 ext. 230 Date Building Ins ector Application must be printed or typed FEE SCHEDULE Location of Job: Evergreen Walk, 501 Evergreen Way --- - $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 PAD500E, Suite 120/140 or any fraction thereof Tenant Designation Apt.No. APPLICANT David R NorthupElect:ri r-al Chni�ractgrs, Inc. APPLICANT ADDRESS 73 Bowles Road, P.O. Box 249 _AZgwam, MA 01001 — ---- — - _ APPLICANT PHONE# 413-786-8930 OWN g F,q OWNER FvergrPPn Walk Prompnadp__ShQg;z- -- < OWNER ADDRESS 501 Evergreen_ Way, Sui,e 503 Smith Windsor. CT 06074 _ -- OWNER PHONE 860-432-3398 C ESTIMATED COST$ 3,240 IS THIS A CONTRACT COST? —Yes _No FEE ENCLOSED$ 60 4�SOR•CO�� TYPE OF JOB: - by X New Installation O l _Alteration/Addition/Repair APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES LINO ❑RESIDENTIAL MUSINESS CURRENT USE AND OCCUPANCY Cl ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATIONAVIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑ YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK i` stali Ewo 5000 watt heaters for temporary heat in P D500E, Suite 120/140 ind wire to existing electrical panel. THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. MC. 0121896 El Cr CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT \ f C Ci' 7 _ DATE��27��6- ----- David R. Scudder CORNERSTONE DESIGN/BUILD SERVICES, INC. 163 GRAND ARMY HW3HWAY -SWANSEA,MASSACHUSETTS 02777 -(508)679-2500- FAX(508)679-2600 �0/ Final Cost Breakdown E ` y '1016 Panera Bread ' Build'47 S e,.. outh Windsor, Ct. 06074 Construction $345,276.00 Electrical $64,440.00 Plumbing $81,500.00 techanical $50,900.00 prinkler $10,500.00 jFire Alarm $4,300.00 $556,916.00 JeUpareedby.: John Marks Cornerstone Design/Build Services, inc. sumM MILLIM Notary POW )n.Expires I 14 OF n MY Commission Expires So-Membec 24. 2021 .�A��.ri�.M�.a+wsMa�.�Yfk�..'1k eM�l►w�� �i � •c�w►.�r tv.w, -.a.-,�s+is^�m�'w+rRs APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR pgRMIT# Applica ' ere BUILDING DEPARTMENT l PROVED 1540 SULLIVAN AVENUE 644-2511.ext. 230 Bldg.Permit# Date tti ing Inspector Ilo0b53� Application must be printed or typed FEE SCHEDULE T oration of Job: $0-$1,000—$15.00 Over$1,000- Street No. Street Lot No. $15.00 per$1,000 h e EM CR-�C or any fraction thereof Tenant Designation Apt.No. APPLICANT C(`c.� q cj�✓ ��i APPLICANT ADDRESS _7 I Li t'r—we-4— S't- APPLICANT'S PHONE# 7 7 OWNER N S OWNER ADDRESS C F OWNER PHONE C ESTIMATED COST$ /60 ' C� IS THIS A CONTRACT COST? Yes No - ` FEE ENCLOSED,$o, TYPE OF JOB: OR-C0 x New Installation Alteration/Addition/Repair ��l(o0dg3(� Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE of sUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ IDENTZAL CURRENT USE AND OCCUPANCY USINESS ❑. ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTTTUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY O STORAGE ADDRESS ❑ GARAGE ❑ MDCED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION!WIRING METHOD Low L.V SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS.OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF$WITCHES. NUMBER OF OUTLETS NUMBER OFLIGHT FIXTtJRES NUMBER OF.HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK o r S o2 Volume r'or. -"l 5 t4wl b I'ytvs►'r ,o(ale�' - T THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK C=S CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OFAPPLICANT DATE Revised 4/01//2002 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR 3� BUILDING DEPARTMENT APPROV D 1540 SULLIVAN AVENUE Bldg. Permit# 644-2511 ext. 230 Da a Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: Evergreen Way, Corners of Hemlock & Buckland Streets, and $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= Tamarack & Buckland Streets $15.00 per$1,000 or any fraction thereof Tenant Designation Apt. No. APPLICANT David R. Northup Electrical Contractors, Inc. APPLICANT ADDRESS ]3-Bowles Rd. , P.O. Box 249, Awmam, MA 01001 APPLICANT PHONE# SOW N SFq OWNER Evergreen Walk Promenade Shops < OWNER ADDRESS 501 Evergreen Way, Suite 503, South Windsor, CT U OWNER PHONE 860-432-3398 _ C ESTIMATED COST$ lQ IS THIS A CONTRACT COST? Yes _ No FEE ENCLOSED$ 75 TYPE OF JOB: U 1p 2 OS4R C�� New Installation X Alteration/Addition/Repair APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES S1 NO ❑RESIDENTIAL L BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE Exictino 1 CITY STATE ZIP (Other please specify) Poles TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑ YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK Install 2 weatherproof function_ boxes with extended use covers and 20 amp GFCI duplex recen ac-1PG, one each on existing light poles on corners of Hemlock & Buckland Streets, and Tamarack & Buckland Streets at the height of 20 ft. Pull #10 wire through existing light poles and underground conduit system back to the electrical panel. THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. C 0121996 F.-1 CT CONTRACTORS LICENSE NO. TY"PE STATE SIGNATURE OF APPLICANT /�/ �f� DATE DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR PERMIT# Applic$tiogis-l�eby: �(p O (l 0�� BUILDING DEPARTMENT 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 NO W Lq Date l� uild�n nspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 F treet Lot No. Over$1,000= $15.00 per$1,000 ���a L✓T(;,-A or any fraction thereof gnation Apt. No. APPLICANT W iLLt►1-W I✓1 c C K r,126 ?,,2 a rEcTraN APPLICANT ADDRESS IC T�—0 u .f T2l h-L 00 e-k_ o t.,?c,E APPLICANT PHONE# Q 6 0. 3 9 B -5 0 g 2 SOW N St OWNER OWNER ADDRESS o OWNER PHONE OESTIMATED COST$ 0 IS THIS A CONTRACT COST? ✓Yes _No ?FEE ENCLOSED$ ±} S - O�� TYPE OF JOB: D`6� O R C New Installation + _Alteration/Addition/Repair Revised 4/01//2002 � . APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION I/ USE GROUP i-I _ NO.OF STORIES 1 ❑RESIDENTIAL ❑BUSINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION? OYES ❑NO VMERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY ti14 ❑ INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY C7"A G lJ'I-D ❑ STORAGE ❑GARAGE ENGINEER'S NAME PHONE ❑MIXED USE (Other please specify) ADDRESS CITY STATE ZIP KIND OF INSTALLATION SIZE OF MAIN DRAIN Z WATER PRESSURE AT STREET(PSI) 7 d ARE SPRINKLER HEADS ALTERED? ❑YES IdNO IF YES,CHECK ALL THAT APPLY: ❑ADDED ❑DELETED ❑ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ❑PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER FLOW ;?1'7 (o WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? ❑YES ©NO IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES ®NO IS A SPRINKLER SYSTEM PROVIDED? DYES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK TN ST fi C Fi r26 S"O4►Afg "'It Sr S TE'*i 7W'2 o v p-►1 0 u 1" i✓E-hr ,6 v'(-0 r" C- PC/2 /V FP (3 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 407-9l r ( cT CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT DATE IZC� I 6 r N\qj F1 RE ■ ■ LICENSED CONTRACTOR / AGENT AUTHORIZATION FORM In accordance with Public Act #91-95, this letter authorizes Robert Winarski to sign the below referenced Fire Sprinkler permit application as an agent for William J. Wells, License # F1-40291. Project Name &Address: &CR. Y I,E�� W ALK 5 y 0 if— ( S1 13 .1c,kLAND (Zot49 Agent Signature: ti —'k,4az�1V Robert Winarski Licensed Contractor's Signature: _ WilliamJ. Wells KATHERINE SHUGRUE NOTARY PUBLIC Vt Commission Expires 1213112017 15 Industrial Park Place,Middletown,CT 06457 • (860)632-8053 Fax (860)632-8054 CT F-1 40291 Mack Fire Pw_c 1 4;26,2016 APPLICATION FOR.ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUM WINDSOR PEST# Applicatietiast : BUILDING DEPARTMENT !�L©NIED 1540 SULLIVAN AVENUE ' Bldg:.Permit# 644-2511.ext. 230 D ( l0 Date B ' ing Inspector LZ--- Application must be printed or typed FEE SCHEDULE Location of Job: $041,000 a.$15.00 l Ub 14''?LO e_K J4u Over,$1,000— Street No. Street Lot No. $15.00,per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT __,STl4 -[.� 1 ";( � APPLICANT ADDRESS /©9 !4 C, rr m G r C e S T APPLICANT'S PHONE 6IS— OWNER N S�q< OWNER ADDRESS GO OWNER PHONE Er ESTIMATED COST$ 457yo e � IS THIS A CONTRACT COST? Yes No FEE ENCLOSED•$. 0 0 TYPF,OF JOB: 514 ' S OR•CO VNew Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION?AYES ❑ ,NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ,. ❑ INSTITUTIONAL ENGINEER'S NAME Pa Y� t e PHONE Zo 3' ��-1 tf �, ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY r)� ?iy� STATE LT ZIP d yJ--,D (Other please specify) TYPE OF INSTALLATION [VAllING MMOD, SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF-SWITCHES NUMBER OF OUTLETS NUMBEK OFLIGHT FDCTURES NUMBER 00 HEAT CIRCUITS NUMBER-OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBNllTTED. DESCRIPTION OF WORK r 50;�C✓1Cc - i r�c ft L S/ 7,N T THE UNDERSIGNED HEARBYAPPLIES FORA PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT /� w DATE 7 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg. Permit# 644-2511 ext. 230 Date Building In Application must be printed or typed FEE SCHEDULE Locatinn of inh- street Lot No. Over$1,000= $15.00 per$1,000 E �rN G✓R�->a1 _ 1*D *5100 or any fraction thereof gnation Apt.No. APPLICANT C�Q � Y 1G14�I APPLICANT ADDRESS JG• �OX 3 yo G 2 K14, >Y('0 G•r 06 1 ?Y APPLICANT PHONE# 966 P • -7 a y • 3 IS) O W N 3 F,q OWNER 2d q G r-67 f-&6 C OWNER ADDRESS 24, 'o 'Ao 04V-5 `gyp �V,.�f ZZoo ss as OWNER PHONE C ESTIMATED COST$ y0, 000. 00 .� IS THIS A CONTRACT COST? _Yes _No �r ero �G FEE ENCLOSED$ �O V NO TYPE OF JOB: W7 SCR CO New Installation _Alteration/Addition/Repair 73 Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑ RESIDENTIAL USINESS CURRENT USE AND OCCUPANCY �� ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL pp ❑FACTORY ENGINEER'S NAME 9(, 6 nPGn;e5 PHONE 70 14 DIs ❑ STORAGE ❑GARAGE ADDRESS (��tGK �A� wt.✓/ ❑MIXED USE CITY Me 6))gA STATE LT ZIP 06 `I`j b (Other please specify) TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO. OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK //7S�a-/( /IPA✓ p�v», ��itt, D�P��4 C,A ,O►� _`e• F G'�2i�f' i G�n� ecGtSS���Ps ae.- e-4n_S, THE UNDERSIGNED HEREBY A -PE R- MIT TO PERFORM THE WOMZ DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. Oho 3 56 I / G Ir CONTRACTORS LICENSE TYPE STATE SIGNATURE OF APPLIC - DATE CiFENT MECHANICAL SERVICES P.O.Box 340683-Hartford,CT 06134-0683-860-724-3431 Telephone-860-251-7132 Fax-w%w.crestmechanical.com Date: March 301h 2016 Attn: Building Official Re: Application for HVAC & Plumbing Gentlemen: In accordance with Public Act 91-95: This letter authorizes the below named agent to sign the above referenced permit application. 1) Project Name: Tenant Space#500E 2) Location: 151 Buckland Road—Evergreen Walk—South Windsor CT 3) Starting Date: April 151h 2016 4) Licensed Contractor's Name: Paul J Breglio 5) Licensed Contractor's Trade License No. S1-0391112, P1-0203561 6) Name of Agent: Esbin Ramirez 7) License numbers of all contractors involved in the work in applicable: Sincerely, Signature of Company Official if applicable: Signature of Licensed Contractor required by Public Act 91-95 Connecticut License Numbers 391112,F10140,203561 DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT `¢ Application is hereby: �r_O 0 051 APPROV 1540 SULLIVAN AVENUE Bldg.Permit# 1 1 , 1 D� 644-2511 ext. 230 11��((.Oq- Date Building In ector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 F�Street Street Lot No. Over$1,000$15.00 per$1,000 Wo,,� G�LK _ PAP # 500or any fraction thereof gnation Apt.No. APPLICANT APPLICANT ADDRESS APPLICANT PHONE# rp� �e'?y• 3 y3� 0,0 N S Fq OWNER 11,004 G S HOPA-1 6- OWNER ADDRESS Z G .SO -/-,Aa &07 + OWNER PHONE C C ESTIMATED COST$ 7Z 000. •• .� IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ f�Os O�� TYPE OF JOB: 2d� �R C New Installation ✓� lteration/Addition/Repair �;j RrvkM 4/01//2(1(1� APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: ❑HEATING ❑RESIDENTIAL ❑A/C COMMERCIAL ❑VENTILATION ❑ INDUSTRIAL HEATING ❑STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ❑WARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑OIL--GPM OIL TANK LOCATION :❑ INSIDE❑ OUTSIDE CAPACITY ❑GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK A"ll dt m GA.S V,-711 �rC �l��a/&ds THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE - E STATE SIGNATURE OF APPLIC DATE C4ENT L S E R V E s — hone—860-251-7132 Fax—www.crestmechanical.com M E C H A N I C A c P.O.Box 340683—Hartford,CT 06134-0683 860-724-3431 Telephone Date: March 30th 2016 Attn: Building Official Re: Application for HVAC &Plumbing Gentlemen: In accordance with Public Act 91-95: This letter authorizes the below named agent to sign the above referenced permit application. 1) Project Name: Tenant Space#500E 2) Location: 151 Buckland Road—Evergreen Walk—South Windsor CT 3) Starting Date: April 15th 2016 4) Licensed Contractor's Name: Paul J Breglio 5) Licensed Contractor's Trade License No. S1-0391112,P1-0203561 6) Name of Agent: Esbin Ramirez 7) License numbers of all contractors involved in the work in applicable: Sincerely, Signature of Company Official if applicable: Signature of Licensed Contractor required by Public Act 91-95 Connecticut License Numbers 391112,F10140,203561 Electric# J� bg APPLICATION FOR BUILDING PERMIT Plumbing# 100 Hemlock Avenue Date: HVAC # - Sprinkler# pFINAL APPROVALS � --- 32762 Estimated Cost $ —� � Permit Fee $ Building COMPLETE RED BOXED AREAS14 Engineering j Occupancy Fee $ Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr. for CO. SIGN ON REVERSE SIDE --- -------- -- - - -- Total Fee TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $C.,4f2 The undersigned hereby applies to do work according to the following: O � Applicant Location of Work CJ c.cz e Q«" k Lot No. Applicant's Address-_So `'o y o •�� ��. Tel.# S 6-0 - '7 Y<-s"� 8 ..5 Town IJ x-T Zip 0<0 F L Lic.# 0 4 C� C 1 ass Owner Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit 0 twAo Fo���4+-�o�s .14 r�rT��c s �?" �1/nfr'L. AZV4-! ! T Ca a' -a co l o o coc-r City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basement. Garage - Approved by Date -d Use Grou Construction Type�J— Revlsed 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is all4f0lEi� Signed_ I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS M pq O CGS Np �6 �9� Electric # APPLICATION FOR BUILDING PERMIT Plumbing# L HVAC# �0 O 14kxy-,l6ck A-mftn.� Un IT i'' I Date: Sprinkler# 1-7U U G Estimated Cost $ o�O FINAL APPROVALS Permit Fee $ 131b Building CIL COMPLETE RED BOXED AREAS Occupancy Fee $ lu Engineeri -. TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO ► SIGN ON REVERSE SIDE Total Fee $ 1�2U TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 33�g The undersigned hereby applies to do work according to the following: Applicant L / /74 —Location of Work Pt7cw1,e✓0i n c 5 Nue, &!-��ot No. Applicant's Address q 7 0 a Tel # ` I Town �!� -� 0 14 o Zip V 3 S?7 Lic.# Owner "4 Architect A-4 6 G ? -A_J-Q Owner's Address 4+ 7 av C 4 n.v'o C Architect's Address 3/ct C-c P'da-T d c-N -u C A(,' lL111f(,ti tA u O f'• U Zip V 3 3 7 Zip w s 3 Sq. Ft.New Area: 1st Ff. 3 0-6 2nd Ff. 3rd FI. Total New Area Purpose of this permit - L T o A cy VA ' C. SO L 0 k / City Water Well :1 Septic System :1 Sewer :1 oI�OQ V Ins: HO SP Cert. �rea Basement Garage Approved by Date - - Use Group 7fx' Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed. I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 04/11/22 Printed by Middleton, Morgan 08 42 32 INSPECTION: 96967 FINAL PERMIT: STATUS: APPLICATION: 201601710 LOC: 100 HEMLOCK AVENUE SOUTH WINDSOR PROPERTY ID: 41350100 OWNER: EVERGREEN WALK LIFESTYLE CENTER LLC CONTRACTOR: MICHAEL LAM 1-330-283-4073 REQUEST BY: PROJ DESC: INTERIOR BUILD OUT FOR A NAIL SALON. WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 07/24/17 UNPAID FEES: .00 Date Time MILEAGE: .00 TIME: TRAVEL ONSITE COMMENTS: ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 07/18/17 ROSE N/A B001 FOOTING 07/18/17 ROSE N/A B002 FOUNDATION 07/18/17 ROSE N/A B003 FRAMING (ROUGH) 07/18/17 ROSE N/A B004 INSULATION 07/18/17 ROSE N/A E001 ELECTRIC SERVICE 07/18/17 ROSE N/A E002 ELECTRIC UNDERGROUND 06/09/17 DOUG PASS E003 ELECTRIC ROUGH KEVIN ® 860-430-5588 EXT. 28 03/08/17 SUMM N/A F005 FM PENETRATIONS/SEPERATION 03/08/17 SUMM N/A F010 FM ABOVE CEILING 03/08/17 SUMM N/A F015 FM FIRE ALARM TEST 03/08/17 SUMM PASS F025 FM EMERGENCY/EXIT LIGHTING 03/08/17 SUMM PASS F035 FM EXITS 03/08/17 SUMM PASS F040 CO -FIRE MARSHAL INSPECTION 07/18/17 ROSE N/A H002 HVAC UNDERGROUND 06/14/17 DOUG PASS H003 HVAC ROUGH JESSIE 0 860-982-1837 02/02/17 DOUG PASS P002 PLUMBING UNDERGROUND 06/09/17 DOUG PASS P003 PLUMBING ROUGH 07/20/17 DOUG PASS P004 PLUMBING GAS TEST 07/18/17 ROSE N/A 5003 SPRINKLER ROUGH INSPECTION FIELD SHEET 04/11/22 Printed by Middleton, Morgan 08 42 32 07/18/17 ROSE N/A S005 HYDRO TEST Electric # APPLICATION FOR BUILDING PERMIT ' Plumbing# HVAC# IC)a 1�t('Yll a(� y2►'1c�Q Date: �WI� Sprinkler# 6 Estimated Cost $ `q� FINAL APPROVALS Permit Fee $ lzw Building _ COMPLETE RED BOXED AREAS Occupancy Fee $ lQ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit 0- SIGN ON REVERSE SIDE Appr.forCO. Total Fee $ AO TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ d7►y The undersigned hereby applies to do work according to the following: Applicant Gs -- �J - Location of Work Q 6� ' y E LotNo.--- yyyy� - - Applicant's Address Tel # 20�1 �S Zab - � Town Mtit-1 bm zip_- Cl _ Lic.# - - - - - - - - f,'� t t Owner EY77 ��fr�,��{G _Architect�G N Owner's Address ,090 Tf)tiV9A-t4P- 0AO PUP. Architect's Address �4t1 �I is zip 3 81 g? "_zip_ Sq. Ft. New Area: 1 st FI. ��r2 y 2nd FI. 3rd 1FI N��_- _ Total New Area_ �ZL✓ Purpose of this permit V �Lt-� t5aX 90 rTel-__.lam_- -- City Water Well J Septic System J Sewer Ins: HO SP Cert. Area Basement I Garage Approved by �-_ Date Use Groin^ �— Construction Type Revised 1108 1 hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed. -- - - — - -- — I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 04/08/22 Printed by Middleton, Morgan 16 02 12 INSPECTION: 85555 FINAL PERMIT: STATUS APPLICATION: 201600615 LOC: 100 HEMLOCK AVENUE SOUTH WINDSOR PROPERTY ID: 41350100 OWNER: EVERGREEN WALK LIFESTYLE CENTER LLC CONTRACTOR: REQUEST BY: PROJ DESC: VANILLA BOX FOR SUITE 100 AT NEW RETAIL BUILDING. WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 11/07/16 UNPAID FEES: .00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 11/17/16 ROSE N/A B001 FOOTING 11/17/16 ROSE N/A B002 FOUNDATION 11/17/16 ROSE N/A B003 FRAMING (ROUGH) 11/17/16 ROSE N/A B004 INSULATION 11/17/16 ROSE N/A E001 ELECTRIC SERVICE 11/17/16 ROSE N/A E002 ELECTRIC UNDERGROUND 11/17/16 ROSE N/A E003 ELECTRIC ROUGH F005 FM PENETRATIONS/SEPERATION FO10 FM ABOVE CEILING F015 FM FIRE ALARM TEST F025 FM EMERGENCY/EXIT LIGHTING F035 FM EXITS F040 CO -FIRE MARSHAL INSPECTION 11/17/16 ROSE N/A H002 HVAC UNDERGROUND 11/17/16 ROSE N/A H003 HVAC ROUGH 11/17/16 ROSE N/A P002 PLUMBING UNDERGROUND 11/17/16 ROSE N/A P003 PLUMBING ROUGH 11/17/16 ROSE N/A P004 PLUMBING GAS TEST 11/17/16 ROSE N/A S003 SPRINKLER ROUGH 11/17/16 ROSE N/A S005 HYDRO TEST 11/16/16 FOLG APPWBOND Z003 CO PLANNING INSPECTION SITE COMPLIANCE CHECKLIST a TOWN OF SOUTH WINDSOR,CONNMMCUT Pa VArp- "ea P/� ****FOR C OF O ss:ss ADDRESS too ,�1 f'—f LOT/UNIT# Rcriewed by_(_—(Engineerin9) ODNTACT/DEV Date R�ie /Denied [�t/JI3 PH# 3 0,0` 7 60 " / !03 Reviewed by_.�fJ(_Planning) Date Submittied -IL Date Reviewed(f/`�"/�y_�` Date Reviewed Approved/Denied(Health) stile As required in the Zoning and/or Subdivision Regulations,no C,eriiflcate of Oocupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shag include: �b Approved Denied N/A 1. Approved building permit plan 2. Knish grading per approved budding permit plan ✓ 3. Site work; i.e.trees,shrubs, dumpsters,required parking 4. Utility location; a. sanitary sewer/septic systems b. foundation drain ==-�L C. eledrical&telephone / d. wader ✓ e. other 5. Sewer connection charge paid 6. Appropriate aNtlticatlon 7. Bonding 8. Planning a Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wag G Fee in lieu of Open Space , � n V' L�„d 1✓r✓c� y� Se,( )Ce v,`..s c,1 /�f b.a �// �i+v•d t.-e �55u/��f _ �'.157'�(/ 2 cn►c�a c _ Pro viAt LTn S'kit) - - !�, � C� Y{ 1 4-,��� �:�,,,, 1�n,��. �.3c bohc�_f.( �fO c,o✓yt,��— �Lc� � . sJ gjmoby/sft rn 1pla rp.ChaddlSt Architecture Engineering An Employee-Owned Company Environmental .kW— Land Surveying Companies j�D �m J Q G JI TRANSMITTAL / DATE November 11,2016 ATTENTION Michele Lipe-Town Planner COMPANY Town of South Windsor ADDRESS 1540 Sullivan Street South Windsor,CT 06074 FROM Dominic Celtruda, PLA, ASL/e : EMAIL dceltruda@blcomoanies.co Evergreen Walk Tenant Spa00E PROJECT NAME PROJECT NUMBER 13C4560-B SUBJECT Site As Built Drawings WE ARE SENDING YOU: ®Attached ®Plans ❑Prints ❑Application for payment ❑Via FedEx ❑Specifications ❑Shop drawings ❑Change order ❑Under separate cover ❑Copy of letter ❑Samples ❑Other-See below COPIES DATE NO. DESCRIPTION 1 Rev- SP-1 As Built Sheet-Site Plan 10/31/16 1 Rev- SU-1 As Built Sheet-Site Utility Plan 10/31/16 1 Rev- GD-1 As Built Sheet-grading and Drainage Plan 10/31/16 THESE ARE TRANSMITTED as checked below: ®For approval ❑No exceptions taken ❑Resubmit ❑For distribution ❑ For your use ❑Furnish as corrected ❑Submit ❑Corrected prints ❑As requested ❑Revise&resubmit ❑Return ®For review&comment ❑ Rejected ❑Prints returned after loan to us ❑For bids due: ❑Resubmit for record ❑ REMARKS: Any questions please call 860-760-1903 ` COPY TO: File 100 Constitution Plaza,10'"Floor • Hartford.CT 06103 • T(860)249-2200 • F(860)249-2400 • www.blcompanies.com TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Dominick Celtruda phone No. 860-760-1903 Address 100 Hemlock Avenue Site Name Evergreen Walk Lifestyle Center Pad 500E P&S No. 15-62P Evu Len old,, L er 4 LC� Owner yu Ys a^ �I,s� ,4 C t�„ieS s L� G .4 C�Qh A 0i eg A cse.�-F Phone No. `�6I -�31- —r- --�-�—y Contractor KBE Building Co tion Signature of Owner Date: Signature of Design Engr.. Date: iy , XZ����_ CHANGE: (Describe location nature of change. Include Four (4) copies of plan/profile of Change. ) Field adjustment made to blend and match proposed grades into existing grades as well as pedestrian circulation at an edge of the project limits. Adjustment consists of modification to the configuration of a portion of site sidewalk, realignment of a crosswalk to an existing roadway, and relocation of an accessible site ramp and site stair. Reason for Change: (Why is change required) Field adjustment was required to blend the area into the existing grades and circulation relationships that occur at the edge and adjacent to the existing site. This revision is necessary to provide safe accessible pedestrian circulation from the site to an adjacent use area of the property. APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: (?i ChuSS caSs 1 & A J1,) White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department .y )135fu ,taut ado•pTUtu]pMs-�VAW-.arJeN-�af��Iswa�npn/-�Nu fame rr N fir , � s OWN Ila -41 Is it I NYA Is is If j 1 M • Y M — 1 4 I �l b1all ff k a y 3 �idAc 9s All �p 1 Lot 1 ' Los III Vlie A Is 33SS ■ D � x � jE 8 W(0 :.M •y-16-M EOLM O+Mu s MOIXIM:M.:FUfwM .:onx�NO-aDl 11C+xM�aa:u+xwo-hm �& g "` 1 EVERGREEN WALK .. j � #� � p +tror/»+e AtNgo rce row cawars §j iE T +o/ta/10+a AS-GMT' ' 6 a+n:/n+s .a war a.,aK aocR TENANT SPACE AT PAD 500AS-GMT PLM IAYIApN 151 BUCKLAND ROAD Ngg 4 SOUTH WINDSOR,CONNECTICUT 06074 ` F _ TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERALS CHANGE ORDER CONTACT PERSON Dominick Celtruda phone No. 860-760-1903 Address 100 Hemlock Avenue Site Name Evergreen Walk Lifestyle Center Pad 500E p&g No. 15-62P EvP,i cc� o� e•• c�G Owner �a �� s c4�+a s r . i c n a n f Phone No. T Contractor KBE Building Co tion Signature of Owner Date: Signature of Design Engr. Date: CHANGE: (Describe location nature of change. Include Four (4) copies of plan/profile of Change. ) Field adjustment made to blend and match proposed grades into existing grades as well as pedestrian circulation at an edge of the project limits. Adjustment consists of modification to the configuration of a portion of site sidewalk, realignment of a crosswalk to an existing roadway, and relocation of an accessible site ramp and site stair. Reason for Change: (Why is change required) Field adjustment was required to blend the area into the existing grades and circulation relationships that occur at the edge and adjacent to the existing site. This revision is necessary to provide safe accessible pedestrian circulation from the site to an adjacent use area of the property. APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department r/EVEer..taYR•Wwa�uNN�owo-.V�Ma-.aT„r-ra„�.n.ro-was-r wu,: 66 N LJ Jmmramm � i a ZIq CHHH61k1iB [ '� o Y M 1 M Y Y � � �� � � � �• 2 F" i p� � fill 1ip � fNYA a I VI y Q � � 4 ni € � y At �' � a3 a ,• � gym• { ♦� s 71tp b►► �''� ' � �/ � s r r � �" �K 2 '• , s �9 / if� T P• �{ �e r..r(•L :.M vw,-r.-W,EgERWE,.NM.WAMM:.`i.O1.Y.U,o-.oi:.,X46,0-..1;anx.Yo-W:lurxwo-hm �1 o g .� o.... m1 o r2/Mr/2o,6 NEVOEU.E.ro.,r COMMENTS EVERGREEN WALK 8 01/22/2016 REMYo PER CLIENT alma 011DE. ffi s TENANT SPACE AT PAD 500Ero/2./Zor.�s-euwr rug wewszow HIM � r � 151 BUCKLAND ROAD SOUTH WINDSOR,CONNECTICUT 06074 ° F TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERALs CHANGE ORDER CONTACT PERSON Dominick Celtruda Phone No. 860-760-1903 Address 100 Hemlock Avenue Site Name Evergreen Walk Lifestyle Center Pad 500E p&S No. 15-62P 4P.f CC, ean (L a Owner 10v San t►,T,—4 C i ,+ar SrL� t� , Phone No. Contractor KBE Building Cogeiption Signature of Owner Date:IV Signature of Design Engr. Date: CHANGE: (Describe location nature of change. Include Four (4) copies of plan/profile of Change. ) Field adjustment made to blend and match proposed grades into existing grades as well as pedestrian circulation at an edge of the project limits. Adjustment consists of modification to the configuration of a portion of site sidewalk, realignment of a crosswalk to an existing roadway, and relocation of an accessible site ramp and site stair. Reason for Change: (Why is change required) Field adjustment was required to blend the area into the existing grades and circulation relationships that occur at the edge and adjacent to the existing site. This revision is necessary to provide safe accessible pedestrian circulation from the site to an adjacent use area of the property. APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department a99/9wa i.Yi7...�,]�1.1CV1MMi-.V�M.•«RiyM-,PL..,�DI.C.Y,DR._,)...� jj is JA At if tl 9 Q 8 6IQ ` h _ li€ $'1 _N V.L .1 � 3bl ' e �� 7&000ua III �' � � ' Q p 4 lei I I gi �f A' 8y ifa LOD 14 51 � �b 5 WI(•k �N •rrry-to-M EQ EM 9MUl 9 91MDUR;!N:WI.IC.Ye_WI;DY,.]G9e0-e01;M .4aW-eD1:IYIlG9W-e-D, co � K� � �� � o ,xror/xme 9cv�9eo rEM TOWN( >s EVERGREEN WALK e D(/xx/x016 45-& Re CIENT CMAMMn" d10EM TENANT SPACE AT PAD 500E Io/xs/mu es-eurr KM SueEessgM 151 BUCKLAND ROAD n SOUTH WINDSOR, CONNECTICUT 06074 I TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Dominick Celtruda Phone No. 860-760-1903 Address 100 Hemlock Avenue Site Name Evergreen Walk Lifestyle Center Pad 500E p&g No. 15-62P OwnerT mar +a WotL ss L�C,l f 11)dnAofnP t4 i Phone No. qo►- 3,- 07//D Contractor KBE Building Copription Signature of Owner Date: Signature of Design Engr. Date: CHANGE: (Describe location nature of change. Include Four (4) copies of plan/profile of Change. ) Field adjustment made to blend and match proposed grades into existing grades as well as pedestrian circulation at an edge of the project limits. Adjustment consists of modification to the configuration of a portion of site sidewalk, realignment of a crosswalk to an existing roadway, and relocation of an accessible site ramp and site stair. Reason for Change: (Why is change required) Field adjustment was required to blend the area into the existing grades and circulation relationships that occur at the edge and adjacent to the existing site. This revision is necessary to provide safe accessible pedestrian circulation from the site to an adjacent use area of the property. APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Dates STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department 4ee/rN.••MR o\anT�V�-.�W-wRr�a-ia�V��w.a-�w.wa�-i ws a� q e i R y R t mmmmrm°;� - I to y eq o a a G l ( �mmlmmri a Z NVA t 1q it �g �! fig " n all c `N i alb LI �f��� � SO Id i • � di0• S eq �� �� � �g � �4 Oil It if FA {p jo ® a a• y �_it � `63�UK��'C S • � �ti � ` B S I ct I � LINO gq € A I !, g< : 00 Ilk v"-im-m EKIME"rut a MOM;ape;emeeweo-eol:e•13CMI rM:vn304e80-ea:uIX450 ha � �g g� � e[MeNars fna m K� o ,0/em°�.EN TOM CO•NENTS EVERGREEN WALK I 8 01/Il/e01•REMlO PER CLIENT CHANGE OWN _ m s TENANT SPACE AT PAD 500E 10/26/2010 AS-°JILT PLAN 9U°uIMON � , r 151 BUCKLAND ROAD uRg _ i l k n SOUTH WINDSOR,CONNECTICUT 06074 e x x APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: eho 166 P e m (6C k- Ave ei".. Est. Cost:$ )Qx'>". Date: q h,11(- q Permit Fee:$a Final Insp Ions: Sign Permit# I(�o U l Approved Building Electrical P it# Zoning,--, Applicant: Jam A nit Business Name: Applicant Address: �16(0. PIA _ D f\tled-k C+ afq n Phone: Address of Proposed Sgn(s): n I. JZ -4zm(oLV- M 6ne: TYPE of SIGN: [Wall or❑Free-standing 1 New or❑Replacement Illuminated?❑No [jYes(electrical permit required) Proposed Free-standing Sign: Size(sq ft): Sign Height Sq Ft of Existing signs on site:Free-standing: Wall: Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft): Description of sign materials and lighting: In %kAl 519-'t> &WA%na Alf, A ATTACH DIAGRAM OF 3NVe I" g"y i MG4J (/1,����. SIGN I have read, erstand and agree to abide by the South Windsor Zoning Regulations,Signs. INCLUDING DIMENSIONS Applicant: i ��- Date: o( ZL AND MAP WITH SIGN LOCATION Property Owner. C,KC -,ti 4 1z Date: ON PROPERTY - ----------------------------------------------------------------(��f �_ APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: Est.Cost: $ Date: Permit Fee:$ Final Inspections: Sign Permit# Approved: Building Electric Permit# Zoning Applicant Business Name: Applicant Address: Phone: Address of Proposed Sgn(s): Zone: TYPE of SIGN: ❑Wall or❑Free-standing ❑New or❑Replacement Illuminated?❑No ❑Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft): Sign Height Sq Ft of Existing signs on site:Free-standing: Wall: Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft): Description of sign materials and lighting: ATTACH DIAGRAM OF SIGN INCLUDING I have read,understand and agree to abide by the South Windsor Zoning Regulations,Signs. DIMENSIONS AND i MAP WITH SIGN Applicant: Date: LOCATION ON PROPERTY Property Owner. Date: CY Sign service 23 Saybrook Road Essex, CT 06426 (860)767-7446 Rm(860)767-7447 www.CTSIGN.COM Letter of Authorization Pro erh, Owner/A ent Information: /� ��� I-LC.. Compam•Narne:A( ` 0�� i L(.G j• .�A#A(,� Mailing Address:__44!& _i�44AOVO Cite: State Contact:_ , __-- Telephone t/5)334-44:&a Fax: Email: L irk.. 4?Jpmq l I C .cam Site Address Information: Company Namc:_4ide.C� Street Address: SO _ ad4v Cit%-: State: Zip: ssssssss*ssss�ss ssssssssssssssss s"� s*ssssssss:ssssssssssrssss=sss*ssf. 1,_ Downer, agent o e Connecticut SignN Service autho ' lion to install signage at the above mentioned property.'•AFIt�Yi I�7�'✓� r�l 7W �vul d?ayAh lE�tt' >�7--R. YOAV I°� art ro gt��ic�o a�s�,v�6 L'�iefi�� � s� ��1�� fJurX �te�la�ow�#f Pv�ooS�o ws ft�K> Signature of Property Owner/Agent: Date: / / Print Name: tZ� PERMITS/INSP PAYMENT RECPT# 20894084 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 THIS IS NOT A PERMIT DATE: 09/09/16 TIME: 16 09 CLERK: dayshelll DEPT: CUSTOMER#: 700562 CONNECTICUT SIGN SERVICE LLC. PARCEL: CHG: BLDPRM BUILDING PERMIT 225 00 AMOUNT PAID: 225 00 PAID BY: CONNECTICUT SIGN SER PAYMENT METH: CHECK 8755 REFERENCE: 100 HEMLOCK AMT TENDERED: 225 00 AMT APPLIED: 225 00 CHANGE: 00 THIS IS NOT A PERMIT THIS DOES NOT AUTHORIZE WORK TO BEGIN SINCE rr ..__.__.._ ._.___ __ ._.__. _.._.A ._..._... 1 1 L. 1, ,N ale GEORGE WASNINGTON HIGHWAY UNCOLN.RI 02865 4255 1 ` - 401,'kU 9100 401 334.7799 --- -- inande Ileapn— . APPROVALS SMa. .r wre ------ E.11m.14V Pr00uct� GuaBy Control _ REVISIONS EAST ELEVATION: 18'=V-0" -- emu" 1 WC m& ,a- 0617;16 NON-ILLUMINATED, 2 Wo ream.? W21,15 WALL MOUNTED,SIF SIGN 3 WD .ee*Wer 07,27,16 SEE Z-141.9 4 WD . b4*WPI6.*W 08;04116 5 .xv aw.Ple..rc w.na«+r 0105,16 7n.s ° ° .040 ALUM.CHANNEL 20� 10 3/16'ACRYLIC FACE II' Ii JiLJV J//1 Ai auNr�ya sru'cpry'.y wM Nn N.Wa'1W SIGN ELEVATION: 318'=1'-0" 38.54 SOFT j — —C ELEC.WHIP, xc g IU U-16—t-Lb1 U L"e CONNECTION TO PRIMARY BY G.C. g.n"ro..w w.ea ao as np ) REMOTE POWER SUPPLY PITERINALLY ILLUMINATEQ CHMNFl I ETTER$ AND'Drive Thr SIGN PANERA TYP.FASCIA:E.I.F.S.OVER PLYWOOD (#7328 WHITE)3/16•ACRYLIC FACES '9 BREAD OVER METAL STUDS (BLACK)VINYL CHANNEL LETTER OUTLINES _ •BUCK 1'TRWI CAP � , • 3'DEEP ALUM RETURNS PAINTED BUCK 0.°0 — WHITE LE D.ILLUMINATION .040ALUMINUM BACKS �. • 3910 (WHITE)L E.D.ILLUMINATION 5 96 SOFT SMWK-A" THRU�OLT w/FENDER WASHERS LOW VOLTAGE OUTPUT POWER SUPPLIES U.L.AND MFG LABELS OUT OF VIEW 151 Buckland Road PLYWOOD BLOCKING,USE SILICONE ION WEEP HOLES REQUIRED SIGN ELEVATION: 31B'=1'-0" SOUTH WINDSOR,CT Drive Thru SIGN ONLY WEEP HOLES IN CHANNEL BOTTOM •(BROWN)VINYL BACKGROUND for WHITE LETTERS w/BUCK OUTLINES acnrcra„P, Carla M WD i7&0%16 LETTER CROSS SECTIONI 28634.1 SINCE � 1917 .n.a..rt...r n•s.aF.- --------i. PAR �1� MAND VIL...LL •.IL — --- - +26-6 r-, . 47111UEOIIOHvvsm JOTON HIGHWAY T.O PARAPET, UNOOUIM 09MS4255 ❑ +23-6 F _.—__ 401-3344100 �01#•7m __ _..___- _ _ I INTERNALLY UUMINATED •[t �' �� �'�• RETUNER CLE WMTE FACED LETTERS k OLACY RETURNS APPFiOVAL3 ---- ------------- ... -- - -- - - -- - - -- - -'__- 8 'P 3. SOFT R it ,. . ,� �..� I• ow ' PraGnc�an ou-ft con" L L _ -- .._._ _.. .. _ _ E0. Z I H 1 T"- -T.T . FINISH FLOOR b REVI310N3 - M h PELiP•'Y/i WR' WEST ELEVATION: 118"=V-0 1 N1D-6W 0*4 W171116 2 WD -bf.* 06.21/16 3 JM IIOIb/egnb WOIFYY OMWIS 5 f—TRIM CAP _ 277.5' A e 7 e • �-.040ALUM CHANNEL m 3116'ACRYLIC FACE 20=—T,� R & B R f�/s To AN rbcVK11 s.OnF YY Gm{JY•I�IM NN rY --- - Fixbr CaM(ATACM G701 aM Oe minlAs:WeA > 6�ELEC.WHIP, SIGN ELEVATION: 3r8'=_i'-o' 38.54 SOFT. Ic nOlyll lYY•MYr sLA4rstrr•s UL./4 CONNECTION TO PRIMARY BY G C wrr/riraw.an IFnr REMOTE POWER SUPPLY INTERNALLY ILLUMINATED CHANNEL LETTERS PANERA TYP FASCIA E LF S OVER PLYWOOD •(tl7328 WHITEI 3l16'ACRYLIC FACES BREAD �r OVER METAL STUDS (BLACK)VINYL CHANNEL LETTER OUTLINES DRIVE BLACK 1'TRIM CAP WHITE L.E.D ILLUMINATION 3'DEEP ALUM RETURNS PAINTED BLACK �s w •.040 ALUMINUM BACKS (WHITE)L E.D ILLUMINATION 3910 s.u•r.� •LOW VOLTAGE OUTPUT POWER SUPPLIES LAGS INTO PLYWOOD BLOCKING U.L.AND MFG.LABELS OUT OF VIEW WEEP HOLES REQUIRED 151 Buckland Road SOUTH WINDSOR,CT —WEEP HOLES IN CHANNEL BOTTOM Carla M. 3 T�pICAL CHANNEL w0 LETTER CROSS SECTION os/oe;1s 28634.2 eNCEA� 1917 _-._. MANE>L\ II I L IC.N 676 GEORGE WASHINGION HIGHWAY a ate_ IINCOIJJ,RI 02866-4255 I 11 401,134 9100 401 330-7799 I _ I ■WW marWeWllealpn Can I xEP -- — _ APPROVALS ar arc Sales n ant --- _ — EswrOi g e. a.,a pmd ub- \) & WE Oumly Cm" u a j REVISIONS SOUTH ELEVATION: 1/8"=1'-0' t WD m 14 uAv 0&17116 2 WD m-10 2T W OB'21,16 3 4 6 m.6 6 F—TRIM CAP 7 e ——.040 ALUM.CHANNEL 20'• r►rL�—�—�J, D Q D II1S J, Q D 10 3/16'ACRYLK FACE FA �p SQ•FT, N',•ieMca W.Ihui Paa7yY wT aw N. ENctc Cade IArorle WD)and bemr .rea +.54 N�LEVATION 31$'=1'�' —rdrg w Jr4e w&a s Lm«atwaE U L 48 --f ELEC.WHIP, CONNECTION TO PRIMARY BY G C atarfta malibeled—drgy "— — REMOTE POWER SUPPLY INTERNALLY ILLUMINATED CHANNEL LETTERS PANERAI (�l�Drive Thru•SIGN: • -- 39' .__. � _ TYP.FASCIA:'E.I.F.S.OVER PLYWOOD i OVER METAL STUDS (07328 WHITE)3/16•ACRYLIC FACES DRIVE (BLACK)VINYL CHANNEL LETTER OUTLINES ' • BLACK 1•TRIM CAP _ - --WHITE LE.D.ILLUMINATION 3•DEEP ALUM.RETURNS PAINTED BLACK • 3910 •040 ALUMINUM BACKS 5.96 SO FT �"`+'"^ THRU BOLT wl FENDER WASHERS (WHITE)L E.D.ILLUMINATION LOW VOLTAGE OUTPUT POWER SUPPLIES 151 Buckland Road PLYWOOD BLOCKING,USE SILICONE. U.L.AND MFG.LABELS OUT OF VIEW SIGN ELEVATION: 3/8'-1'-0' WEEP HOLES REQUIRED SOUTH WINOSOR,CT WEEP HOLES IN CHANNEL BOTTOM Dnve Thru SIGN ONLY: •(BROWN)VINYL BACKGROUND for t t,,r,1* Carla M. TYPICAL CHANNEL WHITE LETTERS w/BLACK OUTLINES I—v — WD 06/09/16 LEIIER CROSS SECTION DOaG15 4EDRA" 28634.3 SINCE ® 19/7 EQUAL -_- EOUALEQUAL EQUAL MANPLV ,_ CL EKTERNALLI M14G STYLES VARY LAMPS BY OTHERS 676 GEORGE AS INGTONHK AY UNCOLNALUMINUM FRAMED G3 STOREFRONT AWNINGS. ----+_ 'O•,334-9100 401,1364 99 • www manas.WMp�aan •1'ALUMINUM EXTRUSION WELDED FRAME FRAME POWDER COATED SEIBERT SILVER 0189110APPROVALS TRUSS SPACING N.T E 36'APART O.C. PROVIDE FIRE RET ANT SOLID�I Z CLIPS WITH DIGITALLY PRINTED'MAINSTREET'FABRIC COVER +....rr.�..•n.sa. WOODBLOCKINGA LAWNINGS \ FASTENERS row OPEN SOFFIT,OPEN ENDS,BACK of FABRIC IS WHITE 112'SOLID ALUM. WHEN MOUNTED an .1F.S.FASCIA WELDED ROD a w r •GRAY PVC TRIM STAPLE COVER MOUNTED USINGZ-CLIPSBAPPROPRIATEANCHORS r -------------- ----- -----------i-- E at G.C.TO PROVIDE BLOCKING If NEEDED 4 i_ --------------- ---------------- N Omft o.R 0•ARF• --- ll--— - -- ... — - SILICONE CAULK @ TOP OF AWNINGS AWMNIG FRAME DETAILS-TYPICAL:12'=1'•0' REVISIONS LENGTHS VARY,SEE BLOC ELEVATION DWGS.(15-V FRAME Sl10M) •'. ` - 1 --- xx ao 00 oa A l X - Z CLIPS WITH 3re'LAG � ANCHORS&SPACERS 3 6 (2)Yx6' e WOOD BLOCKING 7 v 9 I INTERIOR TRUSSES 9 A N.T.E.36'APART O.C. to PART NUMBER MI-09 AI.Ww W.wn—y x•A n.N.b.W El".Coa(Mtl w 000)toe a—A.A w — VALUMTUBE —dgWUnft rsL.b—WMuL.6 FRAMEWORK 1111-xm.1d4bMMaaad qy b BREAD ♦ ;n MP-tA DRIVE E.I.F.S.FASCIA PROFILE AT TOP, r BOTTOM&ENDS 3910 151 Buckiand Road SOUTH WINDSOR,CT TYPICAL G3"OLIVE"COVER DESIGNS: t318'=1'•0' ae• LENGTHS 3 SECTIONS USED VARY- SEE BLDG.ELEVATION DRAWINGS """'�� Carla M. WD o6109ns IYi Wil Sv:�.f ORAx=i✓:5 ut-„ TYP.AWNMIC FRAME(EIFS IN31NA 710k1:1•■1-0' 28634.4 MANDtVIl.jjF SIGN 675 GEORGE WASHINGTON HIGMAY DIF DRIVE THRU LINCOLN.R1 02865-4255 DMCTKX41 L MTHARROW 334 0100 401 334-77sa C.. .................. APPROVALS ® it ��,� � E.nmaa an GT Q..Kv Ca,a01 CLEARANCE BAR 110 REVISIONS LA PREVIEW BOARD I WDj.M&.M"&,p—g. 06,17161 2 3 CANOPY-SPEAKER —5 6 MENU BOARD 'q M Wb"W.e.1 O-VyMN 1.NO" EWVic COO JMcIe 6D01 W be—IackM ecr""ng W UrgM��s LiU L 48 DRIVE THRU AWNING 1. iPANERAi BREAD --7 DRIVE THRU THANK YOU DO NOT ENTER SIGN 3910 RAPID rcm PICK-UP SIGNS 151 Buckland Road e SOUTH WINDSOR,CT Carla M LA SITE PLAN:NOT TO SCALE WD 1 06/09/16 28634.5 SINCE m 1917 i _.* 676 GEORGE WASNINGTON KG~Y UNCOLN,a 02665 4256 Do Not �; Thank 401-334 9100 401-334-7799 Enter Yo u -•wc— - APPROVALS G 2• Ea6mannn e. nfe PIoa161wn f.T SIDE 1 Area=3.5 sq.ft each QUANTITY=W WE 2 =III IIII p1F SPLIT-FACE DIRECTIONAL SIGNrWLOGO END VIEW 314'=11-D' III IIII REVISIONS DIRECT BURIAL IN INTtRNALLY ILLUMINAT�DQIREt T.I�1HAL$I�N� 1 WD .W*-N.W W. 0&17'i6 (I I Ill } CRONCRETTEE FOOTING (BLACK)PAINTED 3%'DEEP.063 ALUM.RETURNS 61'ALUM RETAINERS 2 R CLEAR POLYCARBONATE SIGN FACES 4 DIGITALLY PRINTED VINYL GRAPHICS APPLIED to 2ND SURFACE 5 II I I III OPAQUE PMS 5757u GREEN BACKGROUND, 6 I� WHITE Panora Broad wl BLACK OUTLINES 7 DIRECTIONAL SIGNS PANTONE 1355 PEACH LOGO wl BLACK DETAILS 6 IIII I I �4._ -0. BLACK MESSAGE COPY&ARROWS IF REQUIRED 9 flii—itt = HIGH OUTPUT FLUORESCENT ILLUMINATION 10 ELECTRICAL REOUIREMENTS=.5 AMP EA.@ 120 VOLTS (BLACK)2'DEEP X 3'WIDE X 1/4'WALL ALUMINUM TUBE POSTS (BLACK)PAINTED FINISHED.080 ALUM.BACKS ON SINGLE FACE SIGNS w r.ca ypr rW w6prre n.N.Oonr DIRECT BURIAL IN FREE-FORMED CONCRETE FOOTING n CLM WIkR 6961.111.WrA k w ,u1ra�Ye.rescoen9ry DRIVE THRU Drive Iffl rive • Th ru h ru ' BREAD 3910 151 Buckland Road SOUTH WINDSOR.CT SIDE I QUANTITY=(2) SIDE 2 Carla M DIE SPLIT-FACE DIRECTIONAL SIGN WI LOGO wD 06f0916 28634.6 xa'Mr.PX FY,J.h,E rgp[gry�F If SINCE � 1977 MANL)EVIL1 E SICN 676 GEORGE WASHINGTON HIGHWAY ir 34 9100,RI p26401 336 d0133d9100 a0t 3Jd-7799 �- _ 1T www,nantlavlllPalgnCan ® Eng.,—mgAPPROVAL iD Av a. wrF Nit Eslanamp S a• wtE PrPCutLPn 0. wrE OUalay Control f+.*i 5 MINUTE PARKING b REVISIONS WO 0&17,16 j 2 SCALE:IT =1'-0' 9 I�i (31 RE4UIRE0-S7F PARKINS$ICz►� 6 e 7 —- e a 31KPLESIDED_TRAFFICC QAT_ROL_SI_CrN$: to •WHITE 090 ALUMINUM PANELS (DO NOT PRE-DRILL HOLES) A''0�uc;in"!I C0"'aY wth ft NiW,W REFLECTIVE,DIGITALLY PRINTED VINYL GRAPHICS EvrP CPO°IAA 800j in9"e mawta.w (�)S1F REQUIRED WITH CLEAR OVERLAMINATE '000r0"e U a�"auI..L b"s C 46 10'HEAVY DUTY U-IRON SUPPORT POSTS FREE FORMED CONCRETE FOOTINGS d � b 3910 151 Buckland Road SOUTH WINDSOR,CT SCALE(TYR OF 3):3//4'=1'-0' Carla M. WD 06Q9/16 28634.7 sr,cE 1617 - NIANLI ILLUt SIG _ 676 GEORGE MMS/WOTON MKIMWAY �— "NCOLN.RI 02865-4255 y 60,434,6,00 401-334-7709 8'4' _ wrrmruavweaWnoom APPROVALS �•8. +e.,......n.wrr�r+.oar. 4 Sslee 4., E,1vMfn0 x, nn PAINTED BM N2134-20 Q -MIDSUMMER NIGHT x 8•STEEL SO.TUBE REVISIONS 4'SCH.40 STEEL PIPE 59',• � PAINTED BM N2134-20 w 1n 18 a° 'MIDSUMMER NIGHT ► PREVIEW BOARD ELEVATION 2 1I2'=l'-0' 2197 sq g 3 U � ♦ 6 � I e a, , 88 318' 7 e 10•x 10•x 3W THICK LYSt Tr.1 f ♦ o STEEL BASE PLATE 1i _y�c i4s:,. ._ • � M.i.tlnu rP+,�canpr.•n N Ms6oW E**x Cud*tMrM 600)wl be m fxxow SOC Nfq 0 Undmr~WNW-U L 46 11Y161f6t vW�1Wls6 YYd0i� I DIT HEIGHT CLEARANCE 8AR DIT CANOPY ELEVATION 1/2•-V-0• I -V-0, DRIVE BREAD Y .. •_ aSt'Jf7t rs, 3910 151 Buckland Road --- ---- - SOUTH WINDSOR,CT MENU BOARD ELEVATION 34.96 se 112'=V-0' moac7..vsr. Carla M. wo OsmilB MiWi!f:4F'aPAHwuS M,.�r 28634.8 01 SINCE 1917 MA""!)LVILI_F SIGN 1. 676 GEORGE WASHINGTON HIGHWAY LINCOLN.RI 02 865-4 255 401-3349100 401334-77919 —1—d-11-9n C— APPROVALS Eny�n n6 n Snhan Ij�«I Esin,an.�, _--_ 2r 1`� �- BM-2143-20(alligator green) REVISIONS e• cec:a:rcr ' I WD m 0a lope to wall 4W 0604.16 i 2 3 = 6 . 4 5 6 7 6 �: 1'-1'-01'-1'-0' 9 5.84SQ.d o N alacVlCW fgnt Yap cruryly anon IM Nab'a1 NQN=MINATM-WALL$IGtN; Ewctr.CMiA hb woi 4 a w a a w,ad 4ccoldiry to Urvio-W.c LO-lonxa UL 4S 4h100p aN I.Mbd a.'d vv (PMS 1345U PEACH)'h THICK ACRYLIC PAINTED MOTHER BREAD LOGO wl PMS 476C BROWN''/,'THK DETAILS (SATIN WHITE)PAINTED TACRYLIC LETTERS P 4 4 •(WHITE)VINYL'®"TRADEMARK SYMBOL BREAD •1%'DEEP ALUMINUM PANEL PAINTED DRIVE THRU PMS 5757U GREEN •PANEL MOUNTED FLUSH TO WALL cwrtr[rt 3910 151 Buckland Road SOUTH WINDSOR,CT Carla M WD I 06%09/16 28634.9 Y10E 1917 PANERA BREAD DRIVE THRU SIGN MANUAL: MA EORGEW S,MGTO sC*MAY Q6GEOPoGE wAS1YNCITON NM.IIWAY LINCOLN.Al 021165-4M 4013m-9100 4 1-004-77" v.Rw.nw.tlEieey..wm - Page 1 : Menu, Menu Shelter, Speaker post and Clearance A � bar plot plan .< - Page 2-6: Menu Board Layout, footing and electrical requirements, Hyperview order confirmation details and replacement face layout - Page 7-10: Menu Shelter Footing, Conduit and Detector Loop - requirements - Page 11 : Clearance bar footing requirements REVISIONS JM 1~YVx- =44.,S.'0BN6 - Page 12-15: Directional sign layouts and electrical 2 .A�„",H, 01,2011 requirements 4 " ' °` �° °'�t- 5 - Page 16-19: Preview board sign, footing requirements and electrical requirements 9 10 - Page 20: Drive-Thru wall plaque - Page 21 : Monument sign - Page 22-23: Menu/Shelter combo unit DG3C�G•QD s+vrnEEri PLEASE REFER TO ARCHITECTURAL DRAWINGS FOR FINAL PLACEMENT OF DRIVE THRU EQUIPMENT x.K JIM MANDEVglE NOTED JM 10r18/05 .aEr Panera Bread Drive Thru Sign Manual I ,.10E ® 1917 NL\NUVILL�F SIGN 676 GEORGE WASH 040TON H�YN7AY HEIGHT CLEARANCE LINCOLN,1f 0296&4256 BAR 401-33"100 401.334 7796 vwAnlAndw6vapn.cum 10-0•MINIMUM IT-0" T-01,2" _APPROVALS NITS rnw,Ayer 4 n PJ ,axrAp BOLT PATTERN BOLT PATTERN „r CL 7'ON CENTER CL CANOPY 9-ON CENTER L ENU SIGN p PREVIEW SIGN CEMENT FOOTING f CEMENT FOOTING !r 50f PEAKER STANDI a !� S� J 26%'FROM EDGE V ♦ � � OF CURB TO CENTER 30° �. OF FOOTING �' NAIpPWrANY* CURB CURB CURB --- REVp10NQ �� +o A. ♦nnaraa 1 JM axh rwrJda 5;U&Ufi sE fpxffMp�M♦n9^ 2 JM Added p—we pLx♦AwA 5,'1908 rev'6 5ff 10 10A fE1 DaCk 3 h0 fo 1Jaaran Ear 2'2&07 A JM UPdAM Pb—IDQ 0113109 Li 5 JM upL I.PA 01NLU E> 6 JM UpdaW 6pAp..«wr Ol/tTJI FroAf rfAsv DRIVE-THRU CANOPY,CLEARANCE BAR,SPEAKER STAND&MENU SIGN PAGE 1 PLAN VIEW DETAIL-3/8"=P-0' >a .. JIM MANDEVBIE NOTED JM 10.18,05 ^r A OT-MENUICANOPY/CLEARANCF PLAN NEW _ —'-f--- Y"M 14i44bMIn�1YM SWCE® 1M7 MANQL� ILLS SIGN Gm GEORGE WASHINGTON HIGHWAY LINCOLN,RI 020664255 � p1a,Np100 10/.13�-7799 wor II rr 1d�iO4i0111 ' 88 318" APPPOV B t,,...a.....+........a r..,.., r.'4n�A BLACK on M N:t wuvA�� 57" REVIIIIIIII(M a ., rsrisen .r t Jr 2 JA Miwrer+►�M tmA6 2 .M LOAM Po by otmn: L I dN 0" np—awp 02fli'fi PAINTED TO MATCH PMS 5757U 4" d7 1 0" D G3 G�-G•l oD. MENU SIGN ELEVATION MA SCALE- 1"=V-0" VARIOUS PAGE 2 JIM MANDEVILLE NOTED JM 81T'0 DT MENU SIGN-a.0 I 88 3/8'(FRAME DIM.) 181/8' 17 318' 17 3/8' 17 3/8' 18 UB' 3'X 3'X 25'ANGLE WITH i/7 WELDED NUT for PICK-UP 1,a. EXHAUST FAN MANDVILL-F SIC F•441 W6 OEOFM WAS NOTON 1tOlAY•M g, CUT-OFF SWITCH FLUORESCENT LAMPS W-33" o ara Mf HFn i INFR TtDMDER BARSimps- ---i�i v.o.--- - 1%i ALUM.SO.TUBE FRAME APpLpV� PoW712.OW J;MDER BAR MC RACEWAY 5/8 HOLE FOR SENSOR SEAM IN FILLER HYPERVIEW 8%i X 15'X.125'ALUM. ~ PLATE WELDED TO XT RC 15' ¢ 1'AIUM.SQ.ANGLE VERT.I Y.'SO.TUBE EXTERIOR DISPLAY MODULE TAPED TO FILLER (TO SUPPORT CON- FIRMATION SCREEN) AND FAN w,iww INTAKE FAN ra�ruwws REVISIONS a.2 e - Y JM hrw"ww ylUq 1'X 2 ALUM.RECT.TUBE Tw BOLT Y °L ""` "`"""` MOB EXPOSURE • ...y �� •Zrz ------------ d• .Ye u.r,w.a�«,a..o,.. VIN W Y 42'ANCHOR BOLT WITH 10 EXPOSED ' •'`~'r` �'o GREENFIELD 4'THREAD AND HOOK. • Mu urrrd. sr,mo (TYPICAL) 10' 10' 7'W EXPOSED FROM CONCRETEE i o ,o im t"mpmntv oimllu CONCRETE BASE to m n• �- —A FOOTING MENU SIGN FRAME-ELEVATION ' ECTR SCALE- 1"=1'-0' CI OUREM JV L44 FRAME DIM, •7AM� o FOR MENU BOARD -1bAMPB Q 120 V CONFRMATION 4%L (1)1-CONDUIT FOR (2)W 120V CONDUIT FOR MENU-------' SCREEN ENR § D G3 Q Q DD COMMUNICATION FEED REQUIRED BOARD AND ORDER CONFIRMATION 7 17" 2. 1/2'ALUM. 3y, y J" 5/8'HOLE VARMS GUSSETS ALUM•PLA 1r PAGE 3 FRONT OF SIGN ,xwy, JOA MANDEVMlE NClC7WWl9 2 NU SIGN END VIEW SCALE- 1'=V-0" 3 FOOTINGMOUNTIING DETAILS to CONCRETE PLAN VIEW: 1"=r-0" ` DT MENU SIGN-a.1 1.1 EM-15RCSpecifications Environments M:�N(tF�'Il Lt. II:N 976 GEORGE WASHINGTON HIGHWAY Operating Temperature Range Fromr 0*C 0°F)to+80°C(+176°F) LINCOLN.RI u2665-42ss HyperView XT RC 15"Exterior Display Module -Specifications 401-3J"I(XI 401_3jY77" Storage Temperature Range From-40°C(-40°F)to+80°C(+176'F) Input Power Cover glass 3mrt1 an tare etchedoptically bonded fir raa4aa�aatAa.aro,•�°m Voltage 100"240 FAC(auto sensing) A8 Physical Frequency 50-60 Hz Base Unit 12.2i"h x 1575"w x 4.125"d ~ r Display Base w/connections 12.2i"h x 1575"w x 4.879d r Type TFT Liquid Crystal Display(LCD) Weight 13.2lbs M u" Size 15"Diagonal(12"w x 9"h) Automatic Brightness Settings 6 Regulatory Approvals Subpart 8-15.107 Status Setting Ambient Light Sensor FCC Subpart 8-15.10) Brightness Level 0 1933 nits:50 watts ETL ANSI/UL 609591/CAN/CSA C22.2 No.60950-07 : Brightness vs Power Brightness Level 1:1303 nits:37 watts wAtmw Brightness Level 4:550 nits:29 watts HyperView XT Model RC(Recessed Connectors): Resolution 1024x768(XGA) Display -40'C 0°F)to+80°C(+176'F) REVISIONS Display Controller -40'C 0°F)to+80'C(+178'F) ti IY ffdtFPepF YR I t .I►� .tt.tt Unit Contrast Ratio 1100to 1 Status Monitoring Enclosure temperature.Display controller powiAmbienl Light Settings n Display BacklIght ,Ar! Technology White LED for improved contrast and color clarity MTBF 100,000 hours Full brightness in less than 1 minute•20C without degrading ba Cob Weather PeAormentx cklightMTBF ommun a otts o o Communication Protocol RS232,VGA Cabling Requirements (1)CATS cable req.(health monitoring&video) Connectors Power;RJ45 Connector(s)Rating IP68 Rated •>.�.:e w..,,, ti� i �/hS�i'1/]1"i3�S Enclosure Construction Welded aluminum WA Finish Graphite B1ck Powder Coat NEMA Rating 4x Confidential Document: VARIOUS Do not copy or distribute without wntten permission from PAGE 4 Mound Provisions Rear and side of panel FlyperActive Tectrctaogies,Inc.All ngnls rased. Screws Vand*roof JIM MANDEVILLE NOTED JM 8,17/06 ' DT MENU SIGN-a.2 SPRING LOADED HINGE VHB TAPE 8" #19221 PART SIFBODY MANC� rf[.IFtil�•N tM GEORGE WASHINGTON HIGHWAY IINCOLN,Po 0286S4255 Fi 401-334-9100 401-33+7799 #1944 RETAINER MEd w.irNrrtWr9CYiyr.cUm APPROVALS n M :F DHO LAMP M YYF CONTINUOUS STRUCTURAL WELD 5116' MC RACEWAY EXCELLART DIVIDER w ou WITH.040 ALUM. COVER wwriKrir�;.� EXCEL �walenMrr \ TOP RETAINER DETAIL O VEMSIONS DIVIDE BA 1'/,' SCALE- 1:1 a.2 DIVIDER BAR ni (DO NOT USE THE ABC DIVIDER) 2 '"" 1.825' 1\-,_5l8-THK.ALUM.PLATE WITH 3/4'HOLES 1'x2-ALUMINUM TUBE .080 ALUM.SKIRT TAPED AROUND PERIMETER OF 1'X 2"TUBE • NIA VAHIOUS PAGE 5 JIM MANDEVILLE 1 SECTION DETAIL NOTED J11 817,05 SCALE- 6'=1'-0" 6' DT MENU SIGN-a.3 177CCUTDIK it CUToK 1r CUT OR& 1r CUTOIM. 17TA'CUTON. 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NOTED �M.P tonlos DT-MENU CANOPY-bPW - tu.mwncraa•w SNCE to 1II17 tili\NL?FVIrI-I.SIGN 876 GEORGE WASH INGTON HIGHWAV LINCOLN,RI 02855.2S5 n013344100 40143&7790 APPROVALS v un Wo „nq 6'x6'X 318'STEEL PLATE EMIT 2"z 2'X 114'ALUMINUM TUBE FRAME '`�101 4%'GRADE 8 BOLTS DRILLED AND TAPPED 12"X 12'X 3/4"THICK STEEL INTO 6'X 6'STEEL BASE PLATE W/CONT.PASS•THRU w.+owc7 +w TUBE '' WELD TO STEEL SO.TUBE 6'STEEL SQ.TUBE aR 10w NrOwgq 0 0 REVISIONS a o 625'z 4'x 36'STEEL PLATE °�'�'x"' LIU 1 GL m.Aapw— 10/17105: 2 JM 20416 3'x 3'X 114'STEEL SQUARE TUBE 3 JM YM 2'X 4'X.375'STRUCTURAL ALUM.CHANNEL 0 0 0 0 36'STEEL PLATE DL3CSG•QD� PANERA MENU SHELTER PAGE 10 .nn DRIVE-THRU JIM MANDEVILLE CANOPY PLAN VIE W 6 6' Pen.c...«o 314"°l'-0• NOTED JM 10,13/05 .tiu;x DT-MENU CANOPY-cPG4 wieeieLsawerw.a r� r'1 ' MAIIJI) VII I t,til%.N A•GEORGE WASHINGTON HIGHWAY MCOLN.RI 0:a6EQ Sd255 4' 2825 ' ' T . 401J349100 401,334-7799 M•a www.rrwwlevdray.com TYPE FONT.,TRIPLEX CONDENSED REGULAR,20%LETTER SPACING APPROVALS CLEARANCE BAR SIGN a u7e •/ Lee P am am T-3' weeaou7 aoiveAoeowvwwrl HORIZONTAL PIPE REVISK*4 POWDER COATED e n a:c — un i Al AWWds m am VZW TO MATCH PMS 5757U a A• ,low"* son a WDII 9w sam,1 A yr�rrrA.aww.03g5r12 s 4'SCH.40 STEEL PIPE • w PAINTED TIGER DRYLAC � 38180018 KOKO BROWN ALUMINUM ESCUTCHEON COVER • • PAINTED TO MATCH PIPE 4• ak n 10'x 10'x 314'THICK to STEEL BASE PLATE W/ CONT.PASS-THRU WELD TO STEEL PIPE. 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APPROVALS A...ere..aw.nncw•s, F 101 F tfR nwip F VAINIED BLACK F n �uoFw.rr�E REV1010N8 b er elmMr1101i 1 JM vw�e/YeledM 0W07 06 PAINTED TO MATH 2 JM d rd 00:21 06 PMS 5757U 3 JM UPd§W Pm WA bF 01/a 1,12 ,. 4 JM 0nm w*e7d0Y*v%smd 02"513 +A;rM N d e»ie o BLACK Dm[EEQD' 59.5' N'A r � VARIOUS 1 PREVIEW BOARD ELEVATION PAGE 16 SCALE- 1'=1'-0' JIM MANDEVILLE NOTED GL 62206 DT-PREVIEW SIGN-a.0 56 3I8'FRAME DIM. 2 MIGt® att 3"X 3'X 25'ANGLE WITH 1U2"WELDED NUT FOR PICK-UP 4'VENTS 1%'ALUM.SO.TUBE FRAME r a. IT MAN[2 f,\ U SIGN .._ ms oEOnoE wTDN Nxa.nvW 114Co1N,q Ox!l64x66 SHUT-OFF SWITCH 4otax4 stao 4m rno APPROVALS w 4wv r..anew, M YY[ ' I%SO.TUBE F48 T12 DHO .063 ALUM.FILLER n ua FRANCE 588D w our MC RACEWAY w a� i �I t w.4.ac+ t a AAMFPS 1 REVBAONS FOR PREVIEW BOARD a•2 '-- --- -'-. ,. us rs rw .z 1'S0.TUBE i t oL ra.r4r4s vtaos. o x xa 4rmocnawr entAe 4"BOLT 4 JM w q•r"w.4q 4vit�in�o EXPOSURE ' I u9 w 'IV x 42'ANCHOR BOLT WITH s 11A wrr.+w.. aatmo 0 12" 12. 4'THREAD AND HOOK- 10'EXPOSED 6 .rM W...-.....r os;ta.,x> ! m 4"EXPOSED FROM CONCRETE BASE 7 wD C..K*�WdO. 0~4 PREVIEW SIGN FRAME-ELEVATION SCALE- 1"=V-0' l FRAM BACK OF SIGN 4"DIA.HOLE FOR JELECFEED ®� �. �• 4'% G SETS W 120V CONDUIT FOR PR VIEW BOARD § s ,nre WA 2' 3.35" 2' 5U8"HOLES vARlous PAGE 17 FRONT OF SIG &8"ALUM.PLATE v JIM MANDEVLLE GL s MOUNTING DETAILS to CONCRETE FOOTING 2 NOTED ���MENU SIGN SECTION z PLAN IAEW: 1'=T 0" SCALE- 1"=r-0" DT PREVIEW SIGN-al 8'FRAME Mgt[® ren 2'ALUM.PIANO HINGE VHB TAPE (3)M10■1'X96612A265 S.S.TAMPER PROOF SHIM TORXHEADWffH FILLERMANDFVIL SIGN (2)739OA27A27 DRIVERS .— I ON GEORGE WASHWWON HOMIVNY LNCOLN.RI 02906 M r-33"100 Wl,13477M EXCELLART I DIVIDER BAR ABC TYPE I RETAINER (DO 140T USE THE ABC DIVIDER) DHO 1ALUM SO.TUBE o FLUORESCENT APPROVALS w.wweira. LAMP i .q P ON[ T EXCELLART DIVIDER _ a ow CONTINUOUS STRUCTURAL WELD „ „R f Prp�uGOpn 014 I I I QuuMy cn N MC RACEWAY WITH .040 ALUM.COVER w�awr I REVISIONS f T 1RY 6 HOLES 2 (E I VER1 WITH PERFORATEDALUM. 090 ALUM.BACK q z Al .•�..� alvno SCREEN OVERLAY. (LIGHTLY SILICONE IN PLACE) t i 5'X5'X 112'THK ALUM. .080 DECOR FACE---""""' GUSSETS WITH 1'HOLE 5l8'THK ALUM.PLATE f WITH 314'HOLES O 1%'ALUM.SO.TUBE 1'ALUM.TUBE "°r'rrsWA VANIOUS PAGE 18 .., JIM.MA N)EEVLU 1" scat NOTED 022/M ETSCALE- DETAIL THRU SIGN BOTTOM OT-PREVIEW SIGN-8.2 C SCALE- 6"=T-0" 8' w,."..a 4Y,A1YY 18%CUT DIM. 18'CUT DIM, 18W CUT DIM. SINCE nay 16 v V.O. 16.83'V.O. 16.83•V.O. MANI2&.�,ILL�SIC N 96 GEORGE WASHINGTON HIGHWAY i h'TYP 1'rS'TYR 1 W TYP, uNcou+.a oz9ss 4zss 1?1_334-9100 401-334-TM J/' i '/I �/• 1%i www.mandam�repn.can xu _ APPROVALS LEFT PANEL CENTER PANEL RIGHT PANEL 3 (1)REQUIRED o (1)REQUIRED (1)REQUIRED S 114'WDE X 1116'THICK r wre BLACK VHB TAPE,SIDES 6 BOTTOM ONLY(TYPICAL). au w+xoac• NO TAPE AT CORNERS ate•,„ INSERT DIMENSION: INSERT DIMENSION INSERT DIMENSION: REVISIONS ,q 18'x353X 17114'x35314' 18'x35314' 1 All 10,1&12 �'t7�'r^'.91r 11LLIr�10t/�PIIfM 0 nA. DG'3@G•aD' N;A CLEANING INSTRUCTIONS: VARIOUS USE WARM WATER AND MILD 1 PAGE 19(AN PREVIEW SIGN FACES DISH SOAP OR GLASS CLEANER SCALE- 1"=1'-0' THAT DOES NOT CONTAIN AMMONIA JIM MANDEVg1E H1Cv.•r v.:n:,. . WIPE WITH 100%COTTON CLOTH NOTED cL szz;as DT-PREVIEW SIGN-a.3 SINCE »w I %IANl (1, SIGN 676 GEORGE WASHINGTON H*MNAY �w _ - LINCOLN,RI 02865-4255 I El401,349100 A 001.33q-7798 6 I 1 } .W www marWevllleMpn cam __________________�__D_____--______ __ __ __ __ __ __ �_ __ __ __ M (� ��5 � I� APPROVALS -- lY/,�.1 llV�11�5 � �i1U L�r 4-J 1Y!�--- r- - Ep*•"""Fr,.ar.ows,:z. .r ore SO. W IMrF —. Eum,staq .A.RIR.1 tl [r1E L_ rrm,c6on - C'*'"y C-y" �r REVISIONS EAST ELEVATION: 1/8'■V-0' �/ T wD .ow�m 06.17;16 NON-ILLUMINATED, L WD r•.b701.7 OW2111i WALL MOUNTED �����S/F SIGN a WD Wbb..r 77127,116 SEE: Z-141.9 4 WD ]au.d.gl.b.MW 0eNQ116 ��pyy4 y� 6 JM .410 fq'ta+nq..]Id uWr Oe'06�16 `� ^•n1I� LI I.S 6 _ `TR�l�I1t" I 7 YK 6 A/O ALUM.CHANNEL D � a 3116"ACRYLIC FACE in' Ai a.arai fgnF wn wrny]wh a,e Nl6oul SIGN ELEVATION: 3/8"=1'-0" &8 4SG.F1 Ei"`cCoalNMk600)rwb._f.duW —f ELEC.WHIP, -- ---_— —drew Ur4W r4mF Lrlarudb..U L 48 fud.re.a CONNECTION TO PRIMARY BY G.C. 'd 06.I4d_d:-g) I " -REMOTE POWER SUPPLY INrcaNul 1 v u 1 1luwuTcn CHermul I cTrcac PANERA AND"Drive Thru'SIGN: TYP.FASCIA:E I.F.S.OVER PLYWOOD -_ 39•_ BREAD _ OVER METAL STUDS (BLAC WHITE)CHANNEL NEL LE:FACES •(BLACK)VINYL CHANNEL LETTER OUTLINES DRIVE BLACK I'TRIM CAP , - WHITE L E D ILLUMINATION '3'DEEP ALUM.RETURNS PAINTED BLACK � ---_-. o..FmfrFa •.040 ALUMINUM BACKS R (WHITE) 3910 I '� _ 5 JG SQ FT LOW VOLTAGE OUTPUT POWER SUPPLIES PLYWOODD BLOCKING,USE SILICONE.f SIGN ELEVATION: 318"=1'-0 TM LENDER WASHERS U.L.AND MFG.LABELS OUT OF VIEW 151 SuCkland Road WEEP HOLES REQUIRED PLYWOOD SOUTH WINDSOR,CT Drive Thn]SIGN ONLY I -WEEP HOLES IN CHANNEL BOTTOM •(BROWN)VINYL BACKGROUND for WHITE LETTERS w/BLACK OUTLINES .ar rrn.c a Carla M. � � WD OBJ08�19 TYPICALCHANNHEL arra::r,6mw,s .arm �..F T LETTER CROSSCTI 28634.1 SINCE 1917 I C, PARAP T i\1ANPLVILITSIC-N +26-6' 676 GEORGE WASHINGTON HIGHWAY T.0 UNCOLN,At 02865 4256 401-334 9100 401 334-7799 F-1 I —d.,11",g.— NIERNALLY ILLUMINATED pEe RETAINER CLIP WHRC FAL;fq L LE APPROVALSI 7En PFURNS -44-1- 6 "p"3,7 uwf A x ------PN M-ft --0_R ANe PUwwry,�I.n Caws I IL EQ. -L LTT REVISIONS WEST ELEVATION: 118"z V-0" 1 WDI-okv tea" 06,17.16 2 WD w k 20sp 06/21,I9 3 JM 0&,05,16 4 5 6 *--TRIM CAP 277.5' 7 -.040 ALUM CHANNEL 20T_T,.k H le R I& B D�R IS To- 4—YI6'ACRYUC FACE AM WU"W.0.4 In.Na M __6'ELEC WHIP, SIGN ELEVATION: 3/8*=1'-0 :4 EWt.C."(Ar.110 600I NW—J.,IwW xcaduq w Ur4nlwi Lab..I—U L 48 CONNECTION TO PRIMARY BY G.C. --REMOTE POWER SUPPLY INTERNALLY ILLUMINATED CHANNEL LETTER PANERA FASCIA:E.I.F.S.OVER PLYWOOD (07328 WHITE)116"ACRYLIC FACES BREAD DRIVE THRU R METAL STUDS (BLACK)VINYL CHANNEL LETTER OUTLINES BLACK I*TRIM CAP XDEEP ALUM RETURNS PAINTED BLACK —WHITE L.E.D.ILLUMINATION .040 ALUMINUM BACKS (WHITE)L.E.D.ILLUMINATION 3910 LOW VOLTAGE OUTPUT POWER SUPPLIES —LAGS INTO PLYWOOD BLOCKING U.L AND MFG.LABELS OUT OF VIEW WEEP HOLES REQUIRED 151 Buckland Road SOUTH WINDSOR.CT WEEP HOLES IN CHANNEL BOTTOM was Carla M. TYPIC&CKANNE LETTER CROSS SECTION 28634.2 SINCE � 1917 I __ 876 GEONGE WASHINGTON HIGHWAY UNCOIN,fll 026654255 1 1 401334.9100 101334 7799 1 I i I wwx rrWWMOMv1.6om ALS aaea. A ROV 61' ?•IE SAbs e• a+r — -- Ee6rneliq -_ \ ROGltfgn er OuMly C6r4ad e• REVISIONS SOUTH ELEVATION: 118'=T-0 1 WD T VV 06,17.16 2 WD —N70'cyn 0&'21,16 3 a s 2ns 6 4_—TRIM CAP 7 6 9 .040 ALUM.CHANNEL— �• 19 3116'ACRYLIC FACE Illlii'iLJVVJJ M'wctr"Wu e1roN cmpiY wb 6u N6Ecn4 $1QN ELEVATION-3.!�1'-0' 38.54 SO.FT E'°"`°6p1Artd.6W)aW11sr—fa°'e4 b'ELEC WHIP, ec.Orgn Underwearc LoW t—UL46 CONNECTION TO PRIMARY BY G C °'0i°a i°a°iMOa oo*10 1 —REMOTE POWER SUPPLY INTERNALLY ILLUMINATED CHANNEL LETTERS 6 Ml4'W-rTh[SL$Ktt 39, BREAD FASCu,:E.I.F.S.OVER PLYWOOD OVER METAL STUDS (N7328 WHITE)3116"ACRYLIC FACES DRIVE •(BLACK)VINYL CHANNEL LETTER OUTLINES • • BLACK 1-TRIM CAP —WHITE L E D ILLUMINATION N �• �'""" 3-DEEP ALUM.RETURNS PAINTED BLACK } .040 ALUMINUM BACKS 1 t 5.96 SQ FT 3910 TMRU BOLT wl FENDER WASHERS (WHITE)Lf D.ILLUMINATION PLYWOOD BLOCKING,USE SILICONE. LOW VOLTAGE OUTPUT POWER SUPPLIES 151 Buckland Road U.L.AND MFG.LABELS OUT OF VIEW SIGN ELEVATION: 318" V-0' WEEP HOLES REQUIRED SOUTH WINDSOR,CT WEEP HOLES IN CHANNEL BOTTOM Drive Thru SIGN ONLY •(BROWN)VINYL BACKGROUND for Carla M. WHITE LETTERS w/BLACK OUTLINES TYPICBI IiRMI WD O6i09 I6 r-� LEIIER-GB4SS�ESE�N 28634.3 SINCE 1917 �__-_ som EQUAL H EQUAL 4 CL MAN!�I � L' �.I, ,•.I<;N EXTERNAL LIGHTING STY S VARY,LAMPS BY OTHERS 676 GEORGE WASHINGTON HIGMNAY l-�7 LINCOLN.RI 02WS-4255 ------ -------------- -------------------1___________________----_-__________-_-_--- ALUMINUM FRAMED G-3 STOREFRONT AWNINGS' -= 1 401-3349100 401 334-7ag - ---------- -- ---------- ------- --- -- -----------`=-FFASTENERS - - W Ww mdnOBNllBblan Cpn 1'ALUMINUM EXTRUSION WELDED FRAME FRAME POWDER COATED SEIBERT SILVER Y169110 APPROVALS TRUSS SPACING N.T.E.36"APART O.0 PROVIDE FIRE RED ANT SOLID - „ w. DIGITALLY PRINTED'MAINSTREET"FABRIC COVER WOOD BLOCKING Al AWNINGS—� Elo—v OPEN SOFFIT,OPEN ENDS,BACK of FABRIC IS WHITE VASM ROD WHEN MOUNTED on! .I.F.S.FASCIA 4. �( GRAY PVC TRIM STAPLE COVER 6.N MOUNTED USING Z-CLIPSB APPROPRIATE ANCHORS - -------------- ------ - ----------- ---- --------------- ---- - u wn III I ___— Eslimet4+q G.C.TO PROVIDE BLOCKING IFNEEDED _ _ _______________ _______________ _______________ ___________ a& -------------- Prod,4twn 4• ..n N.T.E.S6'AIMRf O.C.' �1Y ca.nla SILICONE CAULK @ TOP OF AWNINGS AWNING FRAME DETAILS•TYPICAL:112'•1'•0' REVISIONS '>ri. bt LENGTHS VARY.SEE BLOC.ELEVATION DM-(1Sd•FRAME SHOW" 061OD''00 i r 1 t�ao�OfsC9n- O 7 A.F.F Z CLIPS WITH are"LAG _ ANCHORS d SPACERS 4 ti -- (2)Y x 6• ° WOOD BLOCKING ° � 7 'A INTERIOR TRUSSES 9 It N.T.E.36'APART O.C. to PART NUMBER MI-09 At Waft*.pa"I onoy wtl to Naomi —1'ALUM TUBE deolc cad.(A tut tam■a 54 nw.n IAM 48 ,uroacaU ogle uhwa,uo,e,n�.L FRAMEWORKiPANERA • In --- DRIVEBREADMP•IA E.I.F.S.FASCIA PROFILE AT TOP, BOTTOM&ENDS w,toeaa x ay.natty 3910 151 Bucktand Road _ V-O'A.F.F. SOUTH WINDSOR,CT TYPICAL G3'OLIVE'COVER DESIGNS: 331r=V-0' 36' LENGTHS&SECTIONS USED VARY- SEE BLDG.ELEVATION DRAWINGS " Carla M. wD oeroe�lB kntWI$ .R�91 Via•( TYP.AWNING FRAME(EIFS INSTALLATION):1w=1'-0' 28634.4 SINCE I 1917 Nl,'-,N[�t�,VILLL SIGN 676 GEORGE WASHMTON HIGHWAY D/F DRIVE THRU UNCOLN.FU 02665-4255 DIRECTIONAL 401-334 9100 401 334-7799 WITH ARROW 10 APPROVALS ju LA cl f % r y.. I AT CLEARANCE BAR Q1 REVISIONS i LA PREVIEW BOARD I WD eVdcv"&,pW. 0&17!16 3 �-� / CANOPY-SPEAKER 45 6 7 1 MENU BOARD 101 1 All W."W%111.1 Vis NW1W EkbK CW.,#A*600)ell ft—L4.,kW —9.kMerw ,Lbwd—U L 48 DRIVE THRU AWNING PANERA BREAD DRIVE THRU THANK YOU DO NOT ENTER SIGN RAPID 3910 PICK-UP SIGNS 151 Buckland Road SOUTH WINDSOR,CT / � �� � WD 06/09/18 StTE PLAN:NOT TO SCALE Carla M. LA 28634.5 SINCE 1917 36' MANI_)LV ILLL I,I SIB GEORGE WASHINGTON HIGHWAY Do Not c� ,nf Thank UN9100 Rl 021401 334 c w,.11ae,oa .a,.3sa-nss EnterYou «w Y maneevilleagn com APPROVALS Eryrad.,,.0 IY • r �F a. Pros<Iqn •!F SIDE 1 Area= 5_%q.ft gach SIDE 2 O..my CO u c, III II I DIF SPLIT FACE DIRECTIONAL SIGN w/LOGO_ END VIEW I 3/4'=1'-0* III IIII REVISIONS I� I DIRECT BURIAL IN INTLRNALCYILIUMINATEDQLKCTIQNAI SIGN$, I wo .me m..yn 0&171FREE-Fs IIII IIII ETMED 1 CONCRETE FOOTING (BLACK)PAINTED 3%"DEEP.063 ALUM.RETURNS&V ALUM.RETAINERS CLEAR POLYCARBONATE SIGN FACES DIGITALLY PRINTED VINYL GRAPHICS APPLIED la 2ND SURFACE s IIIIII OPAQUE PMS 5757u GREEN BACKGROUND, e III -WHITE Panora Bread w/BLACK OUTLINES 7 DIRECTION A SIGNS PANTNE 1355 PEACH LOGO wl BLACK DETAILS e IIII ff z III 3/4•=T-0" HIGHCOUTPUTFLUORESCENT LLUMINATIOOUIRED 'o IIII— ELECTRICAL REQUIREMENTS=.5 AMP EA @ 120 VOLTS •(BLACK)r DEEP X 3'WIDE X 114-WALL ALUMINUM TUBE POSTS (BLACK)PAINTED FINISHED.080 ALUM BACKS N SINGLE FACE SIGNS •elednrr pr NOaa pp+i0 we N"'.I DIRECT BURIAL IN FREE-FORMED CONCRETE FOOTING EiXW Cob V4*b NOW4to .awed 36* or"V b WMINVM1111 LOOm4100 U.L.48 I ' Drive r Drive • , • Thru Thru ' 3910 151 Buckland Road SOUTH WINDSOR,CT SIDE 1 QUANTITY=(2) SIDE 2 Carla M. DIF SPLIT-FACE DIRECTIONAL SIGN w/LOGO W osloons 28634.6 SINGE -� 1917 h1ANDFVIL Y 9M GEORGE WASHINWON HIGHWAY UNCOLN,M 02996-1255 �0133.49100 401-33/-7799 APPROVALS � .4•vY.'Mn9.Y�bi+gnV•. • EW.,Mft -RESEIVED FOR Tel bRapid Pick-Up e%mr,Gn, wn Oud'ny coma I; II, UR 5 MINUTE PARKING h' REVISIONS i.i :I• 1--___. 1 WD aN e.a'fevu'+gee 0&17;16 SCALE:1W =V-0' 3 (3l REQUIRED-SIF PARKLNG SIGN$ 5 n 7 e I'I 31r LE SpE�TR/�Ffl�_�41�IR4L$IS7d 19 IC' •WHITE 080ALUMINUM PANELS !Ie' (DO NOT PRE-DRILL HOLES) wmp*+*0m REFLECTIVE,DIGITALLY PRINTED VINYL GRAPHICS Eft.C0O1jMdi ROM i°°°" ( SIF REQUIRED WITH CLEAR OVERLAMINATEroamaere. uL�° 10'HEAVY DUTY U-IRON SUPPORT POSTS ' FREE FORMED CONCRETE FOOTINGS PANERA BREAD j DRIVE i : i amror,r _ 3910 151 Buckland Road + SOUTH WINDSOR,CT SCALE{TYP.OF 31: 314'=1'-0' ,,, a Carla M. wo as�os/l s P;�11tiUF6NAMra:S APX" Girt 28634.7 ,EPtIK.RN FY::1/G+E nAYMER*'/(i" SINCE 1917 r - 56%, r %1ANhL\'II L�SIGN 676 GEORGE WASHINGTON HIGHWAY LINCOLN,RI 02IM-4255 334.6100 401334-7799 manCb Iwigim I — y k'I :'t r, APPROVALS-TIT Y► �a 4• - Estimating ;I, e arE PAINTED BM02134-20 i GuaFYCEntra 'MIDSUMMER NIGHT' 4R I 6'STEEL SO TUBE REVISIONS 4'SCH.40 STEEL PIPE 59' xx ... o0 00 00 PAINTED BM K2134.20 w b MIDSUMMER NIGHT' s +� PREVIEW BOARD ELEVATION 2 f as ------- .� 7 10'x 1 Or x 3/4'THICK �' + • 10 STEEL BASE PLATE i Eb�c Cad.(miis 6w)xrn w mam,waurea a ddrg n Un6n~L6baranra4 U L.46 ,r flan�uM Im I*"¢ca0"o NE �I DR HEIGHT CLEARANCE BAR DIT CANOPY ELEVATION A E 1!2 =r o READ 12'=1'-0" DRIVE. +4 I 3910 I 151 Buckland Road Y4w. — —+ SOUTH WINDSOR,CT MENU BOARD ELEVATION4 IT=V-0" vwnmE4 Carla M. WD O6/09li6 ti AGT S.:+tFp4:ch:i Mnx* 28634.8 SINGE � 1917 1 676 GEORGE WASHINGTON HIGHWAY LINCOLN.III 02MS4255 401 334 91W 401334-7799 V!M-N TNMaVilb&9n.COT APPROVALS ri4.: E 11ginBB•In9 Pv 1��ia Saba Pv 40. EPIM18W19 Pv '1' Roeunron _ Ou4lry Coned 1 v — BM-2143-20(allogalor green) REVISIONS 11. � 2 3 4 5 6 - 7 SIGN ELEVATION: P■V-0' 9 5 84 SO FT 16 Ar el wy vp�s sear rnrpr rm ar Naeoral NON ILLUMINATED WALL SIGN. Elecv,Cone IMde 6001 and W ma I&A—t eccaNi•y b W 4e!w�isrs Ladxalofs U L.48 flan�arOP anu Wb--d accmbgy (PMS 1345U PEACH)Y;THICK ACRYLIC PAINTED MOTHER BREAD LOGO wl PMS 476C BROWN Y;THK DETAILS (SATIN WHITE)PAINTED SS ACRYLIC LETTERS (WHITE)VINYL"9"TRADEMARK SYMBOL BREAD Wi DEEP ALUMINUM PANEL PAINTED PMS 5757U GREEN DRIVE PANEL MOUNTED FLUSH TO WALL 3910 151 Buckland Road SOUTH WINDSOR,CT Carla M. WO 06i09;16 28634.9 �E M SINCE W IM7 PANERA BREAD DRIVE THRU SIGN MANUAL: 67�,�GEv« slcN 676 GEORGE WASHMIGTCN HIGHWAY LH4COLN,Po 02804256 401-33�9100 401-334-7790 ww n m.ite'nllesNJll.tpll - Page 1 : Menu, Menu Shelter, Speaker post and Clearance APPROVALS -01 bar plot plan - Page 2-6: Menu Board Layout, footing and electrical requirements, W Hyperview order confirmation details and replacement face layout - Page 7-10: Menu Shelter Footing, Conduit and Detector Loop w . requirements - Page 11 : ONS Clearance bar footing requirements R- � ilC M [F'MtIJM :N.'F , �Aft - Page 12-15: Directional sign layouts and electrical ;�, Y �Sa AtINMJM,40111r 01/20;11 requirements 5 tea... 01131.12 - Page 16-19: Preview board sign, footing requirements and electrical requirements - Page 20: Drive-Thru wall plaque ' - Page 21 : Monument sign - Page 22-23: Menu/Shelter combo unit ISC��CG'�1 PLEASE REFER TO ARCHITECTURAL DRAWINGS FOR FINAL PLACEMENT OF DRIVE THRU EQUIPMENT JIM MANDEVILLE 4►u'+v NOTED JM 1008/05 Panera Bread Drive Thru Sign Manual nt9 G'a"1^[M19RYGa 91NCE � tf11 MANQLF�IL_4 SIGN 676 GEORGE WASHWWON HKIOM1AY NEW CLEARANCE LINCOLN,RI 02865-4255 BAR 401-334.9100 401-334.77N www nwrieurAaa�yl.corn I.'C MINIMUM .� 1T-0' �. -. - T-0wr - -APPROVAL.B I Enpcuarvp BOLT PATTERN ar w 1 CL 7'ON CENTER L BOLT PATTERN 9'ON CENTER L L / CANOPY— - U SIGN E9 PREVIEW SIGN r CEMENT FOOTING m am CEMENT FOOTING ___ P.od�n ♦ -SPEAKER STAND owlet]coma �� C ♦ CiL-- ' we • J 26%.'FROM EDGE it F7i� (,) ♦ W OF CURB TO CENTER 30° .1 _♦... OF FOOTING i \ wwiwcrwlrxsi In-0 tir - - CURB CURB A } Um xw a9+ruwvr REVISIONS ra n r .&, t Lou"Fd byrsl wai n.aw Sroslas ° mafwdr rocarp 2 J►t AE dOre d.raerr0 ♦419r99 rev'a 611 to ION set back 2 r'° for clearance bar l JM 11,dAM Parer+kgn 11,11112 6 Ijm VO0a4MMybmmsiwc 101=131 6 AA 1.'Od+Ydirp,ta.e — 01/17,12 cL"' 1 ^� DG2LQDD' DRIVE-THRU CANOPY,CLEARANCE BAR SPEAKER STAND 8 MENU SIGN PAGE 1 PLAN VIEW DETAIL-318'•1'-0° rx4rrc ,NM MANDEVILLE aw[crlww.0 NCREO I.MA T Ion-am 1 erxr carer oan DT-MENU,rCANOPYICLEAAANCE �__ I owNw.w4 PLAN VIEW l SINCE® „n MANQ ILLN SIGN 676 GEORGE WASH*WTGN H CG WAY UNCOLN.RI 028654255 4O1-004 9100 401J34•T706 wvw manev.NNs�O�.cam 88 3/8:. 'APPROVALS E. B q1B 5, SLAM B` D1if i O.If YIJF B: OBI! WnBWCI Y(BIBGpB"flMR? 57" REVISIONS �Be w nu"►►nvr oBx 1 J11 BwwwBr Y11A16 9 AM Salim 7 JA 1141pWolPn 01/31il2 { dM OBrreBBBBBBWBiI/ =4017 —PAMM TO MATCH / PMS 5757U cum 9 K(Elk EY 1 /r6Ir NIA MENU SIGN ELEVATION SCALE- 1'=V-0" VARIM PAGE 2 JIM MANGE1MAR y1� NOTED JM N/7AM :m DT MENU SIGN-a.0 1. 88 318'(FRAME DIM.) 3'X 3'X ANGLE WITH BINt�® tna 18 Ufi 17_- SIB' oil_� 17 318• 17 318' 18118' �, 1/2'WELDEDE D NUT for PICK-UP - a. EXHAUSTFAN `.. MAND VILL_F..SIGN F84,712 6N OEONOE WAS/aNOTOfI;Z;wy 1. CUT-OFF SWITCH— t Dru MDER BARS � FLUORESCENT LAMPS ` 40140"100 FY oalpUNCOLA area J +0 1ww.nrqwWmlpI.m1n I'A ALUM.SQ.TUBE FRAME I APPROVALS to F"Ttz-DW DIVIDER BAR �—MC RACEWAY g o. am 5f8 HOLE FOR LIC 9 SENSOR n mn E°txMina - —SEAM IN FILLER B%"X 15'X.125 ALUM. °' Mr control o� HYPERVIEW PLATE WELDED TO x, wR XTRC IF EXTERIOR 1'ALUM.SQ.ANGLE (TO SUT.PPORT RTO.TUBE CON- DISPLAY MODULE __! TAPED TO FILLER (TO SUPPORT FIRMATKNJ SCREEN) AND FAN wworcr WAKE FAN .n.a�.. •��• REVIBIONs a.2 -- p urscwona arc f aL .a<va s.rr yyq �... 2 JM 4r.w.e<s L11A8 ✓-1'X 2 ALUM.RECT.TUBE 7h'BOLT : +^ �.a amwa EXPOSURE twaa _'_ S ND rro�r.r.a — Z"m a JM Ww.w«�.rrwr 4nYf0 h'x 42'ANCHOR BOLT WITH 10'EXPOSED T JM 4<��.sw*<n�r 4aaf• b 3l8'GREENFIELD 4'THREAD AND HOOK- BASE a JM *--- r« aflano � 10' 10',._ (TYPICAL) a 10' H 10' 7W EXPOSED FROM CONCRETEa JM m.11.11 TO JM towlwft 0141,12 T-101T 7 JM %*AWwnawwfterxoHfala CONCRETE BASE is wod"*"a 01/ft'14 8 FOOTING eu„, I 1 MENU SIGN FRAME-ELEVATION - ALE- 1"=1-0' -7 AMPS @BOARD ` -- --M 3Lt F3AME.DIM. - ----------S4 3116'FRAME DIM,_-.- --- FOR 1.8 AMPS 120 V 4 - - ' FOR ORDER CONFIRMATION Q QQ 4X (1)1'CONDUIT FOR F_(2)X'120V CONDUIT FOR MENU - SCREEN COMMUNICATION FEED REQUIRED_- -- / BOARD AND ORDER CONFIRMATION 17'I 2•L 117ALUM. S/B'HOLES -GUSSETS 1-1 ---518'ALUM.PLATE------ .10 s r, 1T PAGE 3 FRONT OF SIGN -� ---t2-- --- - JIM MANOEVILLE -- 2 M&[L/MMwiFA SCALE- 1•END eD NOT � WHIM 3 MOUNTING DETAILS to CONCRETE FOOTING PLAN VIEW: I'=r-0• ` DT MENU SIGN-a.1 talloe® ,e,T 1.1 EM-15RCSpecMcations Environments MAN(2IVrII-fItIC:N Gn GEORGE WASHINGTON HIGHWAY HyperView XT RC 15.•E Operating Temperature Range From 40"C(40°F)to+80'C(+176"F) LINCOLN w 0zsus+zss Exterior Display Module--Specifications 401-3349100 401.334-7/se Storage Temperature Range From40"C(-40-F)to+80"C(+176'F) Cover glass 3mm antiglare etchedoptically bonded ""v aiav0e"Iespn.com Input Power -_ Voltage 100-240 FAG(auto sensing) APPROVALS Frequency 5060 Hz Physical Base Unit 12.25"h It 1575"w x 4.125"d ar.. 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GROUT BASE CJ X 4'• DEEP CONCRETE ETE FOOTING 0(4)1/2'x 36'x 4'THREAD a HOOK JOOLTS. r c.To c.BOLT PATTERN 4' � � ---- �� �� • �,; =ice � CLEARANCE BAR PAGE 11 k I �tK�li JIM MANDEVILLE IF DRIVE-THRU HEIGHT CLEARANCE BAR-THRU HEIGHT CLEARANCE BAR E�F to JM ne,o3los 112'=V-0' LEARANCEBAR SINCE u 1917 J __ 1 n�ArVI��,vll_I It,lc,ty zy...... QM 6EDRGE WASNINOTON HIGHWAY L LINC 53 OLN RI 01B85-4I 'kill 'kill e-334-91D0 401-334-7799 w ww..manae�lksgn com _ APPROVALS rg�rue�J P. Sian Area=2.99 sa.ft,each sr.a .• 9V' �nv,.no SIDE A of SIDE B of Roau<1pn DOUBLE FACE SIGN DOUBLE FACE SIGN SINGLE-FACE SIGN Clwq,y Cnnvol I IXIANTITV t QUANTITY:1 — _ I vwnzur DIRECT BURIAL IN III IIII FREE-FORMED CONCRETE FOOTING ETERNALLY ILLUMINATED DIRECTIONAL SIGNS I = I 3%*DEEP.063ALUM.RETURNS d 1•ALUM.RETAINERS PAINTED BLACK III III CLEAR POLYCARBONATE FACES REVISIONS ELESTR1� 44R�MIENT�. I — OPAQUE PANTONE 5757U GREEN BACKGROUND 5 AMPS 120 VOLTS _ DIRECTIONAL SIGN TYPICAL OR ALL SIGNS •WHITE COPY WITH BLACK OUTLINES 1 JM .�.w4�...� osnalo IIII III PANTONE 1355 PEACH ARROWS IF REQUIRED s &A I WMA v w bp 011311121 IIII— III - Sin Area=2.99 SO,each WHITE L.E.D.ILLUMINATION BLACK 2'X 3'X 114'ALUM.SO.TUBE POSTS SINGLE FACE SIGNS HAVE FINISHED.O60ALUM.BACKS PAINTED BLACK DIRECT BURIAL IN FREE-FORMED CONCRETE FOOTING DG3LG•QD' Ml' f Ww.vcc�A SIDE Aof SIDE B of VARIOUS DOUBLE FACE SIGN DOUBLE FACE SIGN PAGE 12 DIRECTIONAL SIGN QUANTM:I w n JIM MANDEVILLE 3/4'=1'-0" DIRECTIONAL SIGN ,_,, END VIEW NOTED JM 2;21 OC .3/4'=I'-0" DT-DIRECTIONAL SIGNS rrw�e��.a II sp"® O17 MAND ILI,F SIGN Do Not :f Thank g"asoms '""°'°""�'""" Enter APPROVALS LLGTRICWREQVI-ROKI:-NTS: p .5 AMPS L 120 VOLTS 2' n ewe ` TYPICAL F0RALL SIGNS nay an SIDE 1 Area=3.5 aft each QUANTITY=(11 SIDE 2 ` `M c III III( DIF SPLIT-FACE DIRECTIONAL SIGN w/LOGO DIRECTIONAL SIGN END VIEW IIII IIII _DIRECT BURIAL IN 3I4'_V-O' w FREE-FORMED INTERNALLY ILLUMINATED DIRECTIONAL SIGNS: IIII IIII CONCRETE FOOTING (BLACK)PAINTED 3%*DEEP.063 ALUM.RETURNS 3 V ALUM.RETAINERS (CLEAR)POLYCARSONATE FACES REVISIONS II I (PANTONE 5757U GREEN)OPAQUE BACKGROUND c p n,rz IIII III (WHITE)COPY WITH(BLACK)OUTLINES I im I Mama (PANTONE 1355 PEACH)ARROWS IF REQUIRED s im Itoompambp 014111 Ii I DIRECTIONAL (WHITE)L.E.D.ILLUMINATION wWrrr �11 DIRECTIONAL SIGNS IIII III _ (BLACK)7 DEEP X 3'WIDE X 114'WALL ALUMINUM TUBE POSTS C (BLACK) PAINTED IIII— o DIRECT BURIAL IN FREE-FORMED O LE FACE SIGNS CONCRETE FOOTING 36' I _ aar Drive Drive MF_ Drive Thru Thru ' Thru z N, I � VARIOUS PAGE 13 SIDE 1 Area=3.5 sa.It each QUANTITY=(31 QUANTITY=L �w�u+ ,AM MNOEVI LE •.u.ww�.ae• DIF SPLIT-FACE DIRECTIONAL SIGN w/LOGO SIF SPLIT-FACE DIRECTIONAL SIGN wl L NOTED ", ,Vmm DT DIRECTIONAL SIGNS 9INOE•® t9I7 37'/:' -- - +I 576 GEORGE WASHINGTON H GHWAY LINCOIN.RI 0265"255 .c ' 1 1 ' 1 I ' 1 1 <o133e eioo got a3�7798 APPROVALS aS s... ngin.„,u:y e Si9n Arga=2.99 sa f each e wIt aunanng SIDE A of SIDE B of Peon wa DOUBLE FACE SIGN DOUBLE FACE SIGN SINGLE-FACE SIGN .e oudrty cl vd QUANTITY 1 OU NITRY 1 DIRECT BURIAL IN FREE-FORMED CONCRETE FOOTING NON ILLUMINATED DIRECTIONAL SIGNS. -2"DEEP ALUM.PANEL CONSTRUCTION PAINTED BLACK III III •.090 ALUMINUM FACES REVISIONS DIRECTIONAL SIGN PMS 5753C OPAQUE GREEN FIELD/BACKGROUND et au ,_ •DIGITALLY PRINTED GRAPHICS ON REFLECTIVE PSV(VINYL) 1 iuluomwpmnbp 01,3111 IIII III 314'=V-0" COLORS AS SHOWN:BLACK.WHITE d PMS 1355U PEACH IF REQUIRED. 2 IIII= III I= Sign Area=2.99 aft.each BACKS OF SINGLE FACED SIGNS PAINTED BLACK 3 BLACK 2'x 2"x 1A"WALL ALUM.SQ.TUBE POSTS DIRECT BURIAL IN FREE-FORMED CONCRETE FOOTING 5 a 7 9 9 �2 10 11 12 tl14+I �v ig Dm19A P, SIDE A of SIDE B of DOUBLE FACE SIGN DOUBLE FACE SIGN PAGE 14 DIRECTIONAL SIGN QUANTITY:1 TYR END VIEW JAM MANDEVILLE 314"=1'•0" 07,10 Directionals-PB-NIL �� ri.s�mw�•awrr 11"7 r � MANDF�VII,IJi SIGN M GEORGE WASHINGTON H OMAY UNCOLN.RI 02"S-t255 0 Not Thank 4,13�9100 401.33+770 Enter You ��a.�a:� Qom APPROVALS •�r n ave M .IIE A 41L A WR SIDE 1 Area=3.5 so.ft each QUANTITY=(JI SIDE 2 *ANY CAMW I III I VIEW D/F SPLIT-FACE DIRECTIONAL SIGN wl LOGO TYR END = I. . II wr.mlxr II I IIII ,_ DIRECT BURIAL IN NON ILLUMINATED DIRECTIONAL SIGNS' I , FREE-FORMED CONCRETE FOOTING 2'DEEP ALUM.PANEL CONSTRUCTION PAINTED BLACK oNs PMS 57 3C OPAQUE GREEN FIELDIBACKGROUND •O A RfO�IxW 0Yf III III DIGITALLY PRINTED GRAPHICS ON REFLECTIVE PSV(VINYL) I &A """"'+ miono COLORS AS SHOWN:BLACK,WHITE A PMS 135W PEACH IF REQUIRED. I dN JLOMWP. 01MA2 II DIRECTIONAL SIGNS BACKS OF SINGLE FACED SIGNS PAINTED BLACK a JM Wu W1.d.r ai ous I III BLACK 2'x Y x 114'WALL ALUM.SO.TUBE POSTS 3I4'=1'.0- DIRECT BURIAL IN FREE-FORMED CONCRETE FOOTING IIIh asr ' Drive E 7Drive Drive Thru Thru ' Thru 1)��� if DG3L�41D' ff"N/A 1fl VARIOUS SIDE 1 Ara=3.5 sG.fl ea WANTITY=(31 SIDE 2 QUANTITY (1) PAGE 15 JIM MANDEVIU-E DIF SPLIT-FACE DIRECTIONAL SIGN w/LOGO S/F SPLIT-FACE DIRECTIONAL SIGN w/LOG NOTED JM ?mm DT-DIRECTIONAL SIGNS a ,m MAND ILI&SIGN ero GEORGE wASHRMON HIGHWXV LINCOLN.RI 025154265 5617 40133a9100 40133M77•• IIA Mm^n.mPn4rvII1NIa1.001r1 18.83'K0. 16.83"V.O. 18.83'V.O. APPROVALS r� P"re twt I� a an warn PAINTED BLACK .2 O+MY WA C IR wwloArr 11at1 P¢Ei, FLVPJKM W 0[SfAY"I JY Ot�E 1 JM �'w —w Won" PAINTED TO MATCH 2 JM A r=— oa,21 e ---- PMS 5757U 3 JM 1prPPwn6pe 01/31;1 4 JM QrAlWMV—"—p" LWI&1 .� r.oruaP.xer d mas e.. BLACK i ux DG3GG°QD' 59.5 t N)A A ' VARIOUS 1PREVIEW BOARD ELEVATIONPAGE 16 SCALE- 1'=1'-0" JIM MAIDMUE rwntlr«trr t, DT-PREVIEW SIGN-a.0 1 ---- 50318'(FRAMEDIM. 2 SINCE 3'X 3'X.2S ANGLE WITH _ 1R'WELDED NUT FOR PICK-UP \ _- 4'VENTS--� 1V ALUM.SO.TUBE FRAME MANQF ILLUF SIGN 676 OEOROE WA&iNOTON HIGHWAY T UNCOUI,All6aee6{a66 SHUTOFF ofj ♦o�a3w�ro a1a34-nab SWITCH p 11 � i »o ..w.mrtlwM♦gn.00m - - APPROVALS NN•nN.r.oFu.N.N Erpinsxna a wa 6♦b♦ IV SO.TUBE F48 TJ2 DHO .063 ALUM.FILLER ♦, wN n wM y FRANCE 588DPmducw �� E on -MC RACEWAY cores a an wwomN:*rNNawm '� +wo•os seAMPB 012ov REv�loNs -- +---- - FOR PEVVEW BOARD a.2�^- w t 1'SO.TUBE i OL I.a wrnw .. s2m OC�Or 2 JM rt«saaoNu.cur 4'21/66 um BOLT 3 GL EXPOSURE • JM N�wr•r.r..w 4,1*10 h'- - x 42'ANCHOR BOLT WITH _ __ 6 JM wrrr♦Nr Oa171+ 12' 4'THREADAND HOOK.. 10'EXPOSED 6 JM uwra..+rr 00l1Wt 4'EXPOSED FROM CONCRETE I BASE 7 WD CW bM 4a+. 611r6an♦ I 58.5' a♦xi REVIEW SIGN FRAME-ELEVATION - SCALE- 1"=1'-0' Y@ Vlr FRAME-DIM 28 3118'FRAME DIM. I `" - � BACK OF SK3N fit@' 4-DUl HOLE FOR ELEC FEED g p Q QQ 454' IrrAUUk W 120V CONDUIT FOR P VIEW BOARDh, — w z• 2' 5d8'HOLES 1T 52 VARIOUS PAGE 17 FRONT OF SIGN12' 12' SW ALUM.PLATE .nec,w aA MANDEVILIZ Le�?� - - - sNt NIOI� ♦N�nr: YlllOa LMOUNTING DETAILS o CONCRETE FOOTING 2 MENU SIGN SECTION PLAN VIEW: 1'=V-D' SCALE- 1"=V-0• DT PREVIEW SIGN-0 rtm«r � 8'FRAME ► orate ® latt V1� (3)#10 x 1'Il96612A265 2"ALUM.PIANO HINGE TAPE S.S.TAMPER PROOF TORX HEAD SCREWS WITH ♦ 9FNM FLLER MA NPR V ILL�F SIGN(2)739OA27 DRIVERS + f .,— 976 GEORGE WASHINGTON HGNWAY LINCOLN.RI 0286"256 - -�EXCELLART US DIVIDER BAR ` ABC TYPE I RETAINER- = WIa3<9100 "'401J9/-77aa (DO NOT USE THE ABC DIVIDER) �' DHO II • NVALUM.$0.TUBE FLUORESCENT APPROVALS LAMP q...- n an EXCELLART DIVIDER-, w an —CONTINUOUS STRUCTURAL WELD Pmducmn e>tnwtip e+ rwc i I'• n mrr MC RACEWAY WITH .040 ALUM.COVER LIU- - wiwcar 5118' .wawrna n- REVISIONS 114"DRAIN HOLES 2 TOP RETAINER DETAIL w .. (EVERY 61 WITH SCALE- 1:1 1 GL 1 8 29l06 PERFORATEDALUM. .090 ALUM.BACK I iM I6.1z'lo SCREEN OVERLAY. (LIGHTLY SILICONE IN PLACE) ► 5'X5'X 112"THK.ALUM. 080 DECOR FACE GUSSETS WITH 1'HOLE ' or.. 5/8"THK.ALUM.PLATE. �� �✓ WITH 314'HOLES / ---�1Y.ALUM.SOL TUBE V ALUM.TUBE- oQaa� • vu+Kws PAGE 18 JIM MANDEVILIE ^ 1' ► l�SECTION DETAIL THRU SIGN BOTTOM NOTED GL 6/22'06 SCALE- 6'=V-0' 6' DT-PREVIEW SIGN-a.2 lW CUT DM. Ir CUT DM. IW CUT DM. ieArV.O. 1&S3•V.o. 1&89'V.O. MANL� VILI�t SIGN 676 GEORGE WASHWGTON HIGHWAY 1 W TYP. 11 r l TYP. UINCOLN.RI 02665�255 21-n"100 101�8.4776G 1X' w '14' w 1X' APPROVALS ►Mi•M�Mtiw, LEFT PANEL CENTER PANEL RIGHT PANEL i (1)REQUIRED (1)REOUIRED (1)REQUIRED ►r a s U � F.►6mY6+0 'WIDE X 1/16'THICK 0, 6on BLACK VHB TAPE,SIDES Gn►N Conad [2711&BOTTOM ONLY(TYPICAL). ►, IWTYR L 1wm —i w►uc¢r y NO TAPE AT CORNERS MBJiIaUWIN�.�Yb� REV1900 INSERTDIMENSION: INSERT DIMENSION. INSERT DIMENSION. P � � ON 18'x 35 3/4' 17 114'x 35 314' 18"x 35 3/4' 1 AM I b PW-N, 1aiW= Ida. IUU lab LWK JUST ANN 1 r► DG3GlQ�' N/A CLEANING INSTRUCTIONS: VARIOUS USE WARM WATER AND MILD PAGE 19 L 1. 1CLEAR LEXAN PREVIEW SIGN FACES DISH SOAP OR GLASS CLEANER SCALE- 1•=V-0• THAT DOES NOT CONTAIN AMMONIA JAM MANDEVILLE WIPE WITH 100%COTTON CLOTH NOTED GL 6,2206 DT-PREVIEW SIGN-a.3 . . . . I � , I . . �Ir-w I r—r� A I w I�-r r-� . VCINCr`Cf L INV 1 C� 0 EXISTING SPRINKLER SYSTEM NOTES - PAN A A . PORTIONS OF EXISTING SYSTEM SHOWN IS FOR REFERENCE ONLY. AREAS OF THE EXISTING SPRINKLER . SYSTEM THAT FALL OUTSIDE OF THE CONTRACT LIMITS IS TO REMAIN AS-IS, NOT PART OF THIS CONTRACT. . THE EXISTING SYSTEM HAS BEEN IN OPERATION AND IS ASSUMED TO BE SIZED PROPERLY AND IS PROVIDED WITH AN ADAQUATE WATER SUPPLY FOR PROPER OPERATION. EVE R G R E E N. WALK THIS CONTRACTOR IS NOT RESPONSIBLE FOR THE INTEGRITY OF THE EXISTING PORTION OF THE SYSTEM, I I I NO WORK IS BEING PROVIDED UNDER THIS CONTRACT TO UPGRADE OR MODIFY THE EXISITNG PORTION OF OF THIS SYSTEM & NONE IS INCLUDED, UNLESS SPECIFICALLY INDICATED ON THESE DRAWINGS. I S 1 RUCKLAND RD I I- - - - - - - - I I - - - - - - - = I � - - - - - - - - - I f J l NF1A/ CPI?tI\IWl IZP t-t�on I nfrATlnkIQ . . ■—ow . � . � �AW � ■ I . � I I \,=J —V 1, WE I %n 111\L-L.1% 1 11_w L-vvi I lvl vv I I 1 SPRINKLER HEADS ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH NFPA 13 (2010 EDITION). THIS INCLUDES ALL OBSTRUCTION RULES, DEFLECTOR DISTANCES, AND SPRINKLER LOCATIONS. SOUTH WINDSOR , CT =1 / �" SPRINKLERS SHALL a..e.. . .,... r .. BE ADJUSTEDIN THE HE FIELD AS NECESSARY. J. S ARY ..tl... _ ._ a , _...,._.... ...r. .> ,. r• a..........a,:.:::•.v.:.;•..... - n.?': „w__,. ,.. a. t ,._, t:v `.ry yr, _ . , v_ _ _ im _/1111, — T. .� � . .......... . ,• . . . �. : .� ... .........::.:..:.. 4. .. . •. .. .., . ,.. . .. .. : . .:: .: ..... ... r... "::,'.. . ..: .: '.....::....: - . .1 I MAXIMUM SPRINKLER HEAD SPACING FOR (NARY HAZARD AREAS 130 SQ. FT MAX PER NFPA 13 :,. „ . ... ,,...... ._. ,. . .. \....:. . f :..:•• . . . :. „ . :: ::.�°.•'.•...:'<�... :::,:,'; ,.'.:;.•:.:':=•.GYP:,.' "`..;:,: :G:.:�:'.;:::.,•::::•.:',: -:,:;,;:°:;:-.`:.°..:.:.;:° :.......' . .:. .. ..GYP:..CL.Gr :'...,,...:. :..t. / . _. ..... ..,�:. .; : . .:�:.,:': ��••.::�: \:. :/�:..: :./,;.`, ;.° 3 PIPE i ..._. ..a 0:1— .. f .. ....... ....r 3 HANGERS D AN SEISMIC BR ACING NOTES ._ �. .. < - _ _ fl 1 A.F.F•. „ a ,v,,,. 4. ,. .. • ., ..• ,. .. .. a .,. .• _ . <1 ..., I...`.. :.Y, .. ..'. :.. .. _ V SEISMIC PROTECTION FOR PIPING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA & STATE 0.; .... TE F CONNECTICUT i .. .. . ........ . • .. _. . y,� .. . ,.. .... .. ... ... .. .. - At s` SEISMIC PROTECTION R TECTIO N FOR PIPING ����,�•���.�• r. G SHALL BE PROVIDED, I r� . .. .. ...... .. ... . , E FOR SEISMIC ZONE 2 i tl :... I I .` ,, r. /. % :`•0—.1■i.. , ... I�,,IIt...l�'�.. - .11 .11�1r-,,.... �. _ r, : �. _ ,II■. ?IMI wlr 4Y !rtI .■_..,.IL.. ....�. ..t..r.�. ,wmii . rY —:1e�t-- -t— �,.+ .. a.(r'— PIPE HANGERS SHALL BE INSTALLED AS R .... ,. . � , ,., . ._ rr ,. : :. ...,................. .•. : '.....,. > .:... .... ._.:_...:. .. ..... ... .. :. :`r EQUIRED BY NFPA FOR SUPPORTING SPRINKLER PIPING '.. 1 1 1 'I: NO OTHER PIPING AND/OR DEVICES ARE TO BE ATTACHED TO THE SPRINKLER PIPE HANGER SYSTEM ::;:: TT I 11 TT -< - ( _ is UNL S \,�// 7. GYP. SOFFIT W/ WO D _ I �$,, E S THE HANGER HAS BEEN SPECIFICALLY DESIGNED FOR THE ADDITIONAL LOADING. 11I //II�\ v� CEILING EL MENT Y I` I I THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICE TO IMPROVE THE STRUCTURAL 1. "" ' . — DIN NG RO M '; STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM. ,:` -, • • .� ACT-1 @ 11'- AFF VESTIB LE "' _ _ �'O.,'A:F:F I I I I- I I :` • • I I 4 PIPE MATERIALS nvn c`nrnT I \� Q 0 I '��i 0 I yr r I I ti i ALL P 4 0'A F BLACK STEEL EEL WITH CAST A T IRON FI TTINGS S G ,.. .. .., ..............; 1 �� / \ /` O 't:`: ALL NEW 1" ARMOVER PIPING TO BE SCHEDULE 40 STANDARD WALL WITH THREADED FIGS. •' / \ \ \ G.P.;ySOFFi;T:.: r - '!■ - - 7 - - -\- - - \ :. EXIST BRANCHLINE PIPING 1-1/2" & SMALLER = SCHEDULE 40 STANDARD WALL WITH THREADED FTGS. \\ 1�107 _ EXISTING CROSSMAIN AND RISER PIPING = SCHEDULE 10 THIN WALL WITH MECHANICAL GROOVED FTGS I N�0_�A I , •. .; : ...: .� i I 1 .. ".:. '� /4 "' / 2 :'>:: 'NO . .:, II O TRACT INFOR 2 2 2 CON MATION ,...... .. ... .. N. I. :: . - e- - — L�a I "N "N'I"N . ?m — — .. .., I. .Ii*1. ._)�'1,: L - . _.. - 11WO RK UN DER THI S CONTRAC T CONSI STS OF TH E FOLLOWING: �► ';`',, .. I I n\ fn\ /� 1 I ' 1'�': �� `` - �J _ ( �'.__: MODIFICATIONS TO THE EXISTING SPRINKLER SYSTEM TO ACCOMODATE NEW TENANT RENOVATIONS PF_R NFPA '- { NEW PIPE SPRINKLER SIZING IS BASED ON EXISTING SPRINKLER SYSTEM PIPE SIZING — / \ / / \ 1 I- l,i/� lI � ,1. i . . :.r-. ., . ,. :,...:...:: 1 � Q f ` Y.:,' o �. : a.;. �. . :,. . ;, i.. T- - cn C 1 11' \FF 0 : -•'. O. .;. G..,P� `OFF.T, 0: `-.S .w. �!< m ::,, Q ..ff E L, ... ...,. . :. .:....:. 1 c� -: ` .; . t• 1: V.: V r.':. 1 i :..:. .., , .. : .r: 1 ♦J _ \ - hh M 1 :. J T i i t n I 1 _ : . 1".1.iJ, , n 1 n 1 n 1 . n �., n r, :i ., l i . a;. — — — — — — — — — — �f ^ — — — — ■ .',::;:Lip '._.<::.,:. ....^. ::.,•,r:-:::.•:,;:'':: f \ / . . /, I m 1 / X \ I O : -. . . .... .. .. . . .. . : :- �.•: 0.. .. I 4h r:.;,.. , n..:...., x. r. .., .r .,. . .,'- ., .. ., r l ..„ .. - . .. r.1 r. Tr E - `�O• NEW SWING A M .... : : .. ............ .::.. 0 T . > 4-�1 YP .. . ,.'.. _. ., .....r,. '. . :...;.:, O O • P:,.;> 0 0 �Y C L @ . _:1` .F, �.: sl 0''. A.. I - o.. }' , ., 1 • .,.......r.. .. ... _ . ..:... ... .,.. ... >. -. :-.`., .. .. .: ACT- 1 - 0, • 3 0' 0'A.F.F :; kk f 1 : ' ' ctl r,✓.'.:;.. r N \:::,; .'. .: /,: 1. = :. / — — 1 1 IPPLE N • 1 • 3_ 1 1 I 2 1 / <_ � 1 REDUCING !11 �• � � •• ' IN— iiiiinMENlow 2 PENN4 COUPLING ' ''` Y.' tYl • > . 1. :. . FINISHED \• ;: 1 • '), O. . CEILING ':\, \' �] COVER r °► 1 t r: 1 i t l.l: { a " ,� a. 0' \: ,. :,, M :; _ PLATE 1 .. k Y..:'>yx II :�. .'.• =;=.: ,-ar,:;; ll mow• i 1 - I , : I • c . `.. ._ C: ' ::, ir. �. M�'f. r,' `•i I a ?, ;.,: I t o<r: y' ,.. `f'iC'r----'. ,.fie:. {--,N':..,,�J::�i.;:;:t,".r, '>.•{ -iVa+•� 1` 1 A 1 %F� 1 CONCEALED SPRINKLER HEAD _R: :5;:;;'> i,;:>:s, FlexHead Sprinkler D It>.,-: -rt: 1_ .. r•, 1 SC NONrop - II ALE E :a w 1,.:F: ,. 1 t..,...�,.: II . .c_...r L. •:•:.mac-{ qu _ 1 1 I I 7' \ 1 I ».a.+-i — it%,.� : '].: .c.':. ..- .::t. I 'ti - L . �- - - - - Sprinkler Branchhne yam '.' •. !. •r.. r.'+ ,.= ••t:1F.{<` •t..`x.'.•-• It •• 1 1 `� 1 1 I I ,✓, J . I _ ;— — -..pill•. l�J.i. _, ■I�.:�iw' '111 #R 1 1._■f � — I � •Y 1 1 Adjustable Flange 6� 1 ILITI I 1 Ceiling Grid CT- 1 "A .F ° �Mounting Bracket _ REAR BA E 31 2x2 OR 2x4 I ": 4=� ACT-3 10'- r / — — — _� l Sprinkler Head '' Suspended Ceiling Grid dl Tile CEILING TILE • QT EQ I/ TILE SCORE (TYP) a ''' Nr �i ii t l pp . EQ LOCATION FOR ' •,¢ % I/ �0 2 ** 3_ �/Z = �- 1 ,h �,� _,I f"jlf�EAD 0� 1 I I I N D U S T R I E S APPROVED Patents Pending MULTIPLE a — - - Mai - - - - • - - - - - - - - - - - - � - - - - - - - 1— - - - - - - - E EQ SCORED 2x4 I '` I � Y i Q E4 TILE '. 11/4 1 /� - LOCATION EQ E ... �. s` . . �, • FOR 1 STANDARD j ,��,",,. -:= . ---- . - . 2x2 OR SPRINKLER HEAD _ _/ _ \ _. - -,- - - _ _ ;ACT- 16'-0"A.F.F r -1$ . . 2x4 TILE PLACEMENT — — — — -- CEILING TICAL TOLERANCE: �� _ I TILE +�-3/4" _.. � I I I I . /_ � — Lw;�� . SPRINKLER HEAD LOCATION DETAIL t� SCALE : NONE I I I . I I . — — — ___ — ___j= / 1 I . D It . o . v. p n �� ]I = STAMP a COMPASS SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION 1.All pipe locations are to be field measured prior to fabrication Whether or not indicated on the drawings,the following items are to be provided: DRAWING TITLE: FIRE SPRINKLER PLAN SYMBOL DESCRIPTION SYMBOL DESCRIPTION _„�.,.,_, ......... _. ......... .. ._...._ and installation by the sprinkler contractor. -Head Cabinet,spare heads and head wrench per NFPA 13 a �� r OWNER:EVERGREEN WALK . -- EXISTING SPRINKLER PIPE TO REMAIN T 44 TYCORFIIOR155'CONCEALEDPENDENTWIWHITECOVERPLATE(I',K=5.6) V....I 2.All dimensions shown are:CENTER TO CENTER-CUT LENGTHS -Provisions for flushing connections and draining of all pipe `> � REVISIONS: DATE: OCCUPANT:PANERA BREAD pc -�— NEWSPWNKLERPIPE 4 VICTAULICV3606OR155'CHROMEDRYTYPEPENDENTWICHROMEESCUTCHEON(1',K=5.6) CONTRACT#: 3. High temperature heads are to be field Installed where required. -Inspector's test connection shall be provided for each system 2 o ADDRESS 1:151 BUCKLAND ROAD 4.All pipes and hangers are to be installed per NFPA 13. -Hydraulic identification plates&NFPA 13 required signs 4 �� 0 EXISTING VOUTLET 5 EXISTING TOREMNN•TYCORFIIOR155'CONCEALED PENDENT WiMilTE COVER PLATE ',K=5.6 ADDRESS 2: t - („� , � � CONNECT TO EXISTING SPRINKLER PIPE CONSTRUCTION: EXISTING - ■ ■ 5.Gridded wet systems shall provide a relief valve per NFPA 13. �� CITY:SOUTH WINDSOR STATE:CT c, (1 0 N QQ HYDRAULIC REFERENCE POINT CONTRACTOR:CORNERSTONE DESIGN/BUILD SERVICES - _,..__ __-- _.,- - _______..- _ 6.All new piping Is to be hydrstaticaily tested at not less than 200psi It is the building owners responsibility to provide adequate heat for all areas in the � y for 2 hours,or at 50psi in excess of the maximum pressure, building protected by a wet type sprinkler system and for all water filled supply pipe,valves 2 I:e-6] ELEVATION ABOVE FINISHED FLOOR SCLALE: 1/4" = 11.Oe SLDG. HEIGHT: when the maximum pressure to be maintained Is In excess of 150 si. and stem risers to d type systems. o LIC. 00039 h --ate-/-•®- PIPE RISE UP 1 5 INDISTRIAL PARK PLACE, MIDDLETOWN, CT 06457 p p y dry yp y � STATE SYSTEM TYPE:WET >r■ q opening q dry y p dry y y pp __G_ - - PIPE TURNS DOWN FIRE SPRINKLER CONTRACTOR CONTACT 0:860-632-8053 RE360-632.8054 7.A quick o enin device is required when d system volume exceeds Air pressure shall be maintained on all d e systems b an approved automatic air DATE: 9/29/16 BRIAN D, R PIPE 500 gallons per NFPA 13. compressor or plant air system specifically approved for and capable of automatically '""6- . WHf W.MAC K FI R E 1 C©M 8. NFPA 13, 13D, 13R, 14,20,22,24,25, 170,230 apply as required. maintaining the reuired air pressure. p ] PIPE GROOVED COUPLINGS&FITTINGS TOWN OF DESIGNER: FP PHONE:860.632.8053 #ot PIPEMNNANDUNELISTWGTAGS TOTAL THIS SHEET:53 TOTAL THIS JOB: 48 I-- SOUTH WIND E-MAIL: FERNANDO&ACKFIRE,COM LICENSES: CT:F1.40291 MA:SC-120494 R1:000347 I . . I I n II=K 1= -] A I A I f-1 T r- e-% VCINICI71S.HIL IVlJ I 1=%--*,) .AN . 0 EXISTING SPRINKLER SYSTEM NOTES L A APORTIONS OF EXISTING SYSTEM SHOWN IS FOR REFERENCE ONLY. AREAS OF THE EXISTING SPRINKLER . SYSTEM THAT FALL OUTSIDE OF THE CONTRACT LIMITS IS TO REMAIN AS-IS, NOT PART OF THIS CONTRACT. THE EXISTING SYSTEM HAS BEEN IN OPERATION AND IS ASSUMED TO BE SIZED PROPERLY AND E E N WALK IS PROVIDED WITH AN ADAQUATE WATER SUPPLY FOR PROPER OPERATION, THIS CONTRACTOR IS NOT RESPONSIBLE FOR THE INTEGRITY OF THE EXISTING PORTION OF THE SYSTEM. I I I NO WORK IS BEING PROVIDED UNDER THIS CONTRACT TO UPGRADE OR MODIFY THE EXISITNG PORTION OF I - �l f _ _ _ _ _ �1 OF THIS SYSTEM & NONE IS INCLUDED, UNLESS SPECIFICALLY INDICATED ON THESE DRAWINGS. 1 5 1 BUCAND IK I_ R D II - - I I I � I I n NFW SPRINKI FR Hi=An I ATlnnlc SPRINKLER HEADS ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH NFPA 13 (2010 EDITION). THIS INCLUDES ALL OBSTRUCTION RULES, DEFLECTOR DISTANCES, AND SPRINKLER LOCATIONS. ,:x.r: "..1' - :::p•J �. n .. .4;�.;...,_ - / ........,.......� s:7> t11 S ...OUTH . . .. .. ,_., _. .. ,. SPRINKLERS SHAL L BE AD UST . J ED IN THE F CESSARY .r. v. ........ .. i :....:.:.::.. ..t .• .. .:... , _11_-.' ,� . ...., a. , ' ' :.. :... .. .. ...°'.:r' ':,;: MUM SP I-- - �. ..�. . .. . _. .: ....... :. _. .- . . . .... ... MAXI R NKLER HEAD SPACING FOR LIGHT HAZARD AREAS: 225 S . . _ �. FPA 13 - --� .. / . . � .. FT PER N TZ�6 \ f, . . ..... .. . _ ...:. -- .. - .. . .. .. _ . ,.. ♦ , . . .. ... . . . . .,... ,. ., •...:... � .. f HAZARD AREAS: 130\ NEEN SQ. FT MAX PER NFPA 13 ... . , .. . . . <.. �., ,,. ,. .. , ... .... v .. .. ...... .. 2 .... a. ..:., , jG .�f I7, " , ' e .. L. . �.: .. .\. f . .. . . . . . ., : .,: . ,. .. ...a l .. , ., L . I , i 00 :\ . 3 PIPE HANGER S AND�. SEIS MIC C BRA CING G NOT`I1. ES . :. . O 0 O b.. �} '. ..... ... .. ....... I . ... .<.... .. .. ,. ., .„ ., .. ., i .. . ,. .. . ...... V. .. . .a. . ._ ...,.., .... ..... ........... .. _ <f .... SEISMIC PROTECTION . .. - WIMIN . .. . .... : .. .. .. . : , , ... PA : ..... . „ `. .. ,..r.. . . .. t�1..... . :. .. .. , ACCORDANCE WITH NFPA & STATE OF CONNECTICUT M. .. ... ...r r.,. . . FOR PIPI 1. M. NG NG SHALL B : .. .... . . , . . . . c.,... ... ., 11 1 �," : ' :..... :/:: .:; .:. .'....."':•:. ., ...,.;'. / ..• :.,....... _...:::":°'.. SEISMIC PROTECTION FOR PIPING SHALL BE PROVIDED FOR CSEOISMIC ZONE 2 .� ,... . ...>M�a.....r.,... a :.,._ �.,:...:.: I ,. : NG .. ...-... .. . .. a.r. ,r,,.:, .<. .�:,: •.••....>,... •.. :. .. �.., . .r.,:.. ..r,,.r....i.�r ... :j: PIPE HANGERS SHALL BE I A .. >;I I I I I I I I I I NO OTHER PIPING AND/OR NDEV DEVICES ARE LLED AS REQUIRED BIE ATTACHED TO OTHE SPRINKLER PIPE TING SPRINHANGERKLER IPS STEM :.. : . ,.;..: 11 r.I.:: IT 11 Imo, :: ... =;I'" GYP. SOFFIT W YVO D - :' I UNLESS THE HANGER HAS BEEN SPECIFICALLY DESIGNED FOR THE ADDITIONAL LOADING. , . .- CEILING ELEMENT Y - I ' ,;' THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICE TO IMPROVE THE STRUCTURAL II Ii� I I , DIN NG RO M STRENGTH OF THE BU;VE TIB L : ~" ' '': *41� • ILDING TO ENABLE IT TO CARRY THE LOAD OF THE FIRE PROTECTION SY T$ E y - ACT-1 @ 11'- AFF , ': S EM. 'GYP:'ij 1 �-A E:F.:' 3� �1 ?� II I N-W 1 I I t:c • • 4 PIPE MATERIALS . . . . . . . . GYP SnFFIT ;r .�;,:,`. t ` I J L I I;'O'A F�F I_1 J•�?!1 ,4 ! ' ,I:.I.,I.t v� " ,°,°t• III ALL PIPE IS BLACK STEEL WITH C lk " : , AST IRON FITTINGS o : :_:_� .,::..: . �_:_::::.:.� .:,: ..1 . ..�..: o �, o o 0 0 I 1 .11 a / \ \ \ I': ALL NEW 1" ARMOVER PIPING TO BE SCHEDULE 40 STANDARD WALL WITH THREADED FTGS. GYP' S.I.- `;` �. s �6 -■ � - �\� � � \ It. I EXIST BRANCHLINE PIPING 1-1/2" & SMALLER = SCHEDULE 40 STANDARD WALL WITH THREADED FIGS. `0A \ • OO • 1 • T.I7.A.�1 1 11/4 / \ / \ / - EXISTING CROSSMAIN AND RISER PIPING = SCHEDULE 10 THIN WALL WITH MECHANICAL GROOVED FTGS I ! \ ,.. e '�'� I I1/ c., I/ I 'i i.':>: `' „ 5 CONTRACT INFORMATION - - _ _ _ _ _ _ _ _ _ _ _4_ 77 _ _ _ Z _ _ _ 2_ _ _ 2 . 0. _ _ _ 1. O_ Z !* I * - - .. , ,., . 11 . , . - ,(..".�:)*- 19 / �•: ;;.. : ..... _--_� WORK UNDER THIS CONTRACT CONSISTS OF THE FOLLOWING: 1 I I ��; I ;� x: _ �''j;: MODIFICATIONS TO Ti�F. EXISTIidG SPRINKLER SYSTEM TO ACCOMODATE NEW TENANT RENOVATIONS PER NFPA _ \ f \ f �e - - - - �. , `: - NEW PIPE SPRINKLER SIZING IS BASED ON EXISTING SPRINKLER SYSTEM PIPE SIZING QUEUING - _ , . ....: . ,. s.. ICT-1 1 -- • e 1 -0 aFF YR. FIII :t?". G 1=T '•O�'o �- m 1 �, •. :O :� =ff o ,.,...,, ......... .. :- 1 r :. ,. '.. ,..,:°. il.. 1, I . _1 . . � / 1. 1 -_ �� _ " t * I - 1 1'T./;.�:�-. .1� \mil .,. `.`."`-,w .---.1... ,_ .. Wl.-..,�1%0;t�. .. ... "---.--["-.dll� l;. �.- I. - __ _ _ . . �11. --%.'.: .,�. --- I 11 ..::..:..,%...:-4. ...�� ,�.,..::,. ... , . ........ ..:I�w.- _ . ,,�;....,., .:"�' I .. I ' ' .- ".. .�. ,�_ I 11 I I I V`�A ..`...-::;�:.. . ... -.-- r."", 101' ' :,."-..'.��.,.. _ � _ _.f_ 11 _ ... ." � '. � . _,�.'. *�� .. , _�" 1: ..... - , ... .. :�%:,.:.. 'M._- !�,-�- . ..'*:-.*::,_'--, `;i3,__,�!... ,,!I---,.,.��...�,..,.":..,......,.� . . . _. . . .. .. ._. :� _ �1-11_ I / -'.'' i - .:......�-:'% ,-. . . `.,?�, i 1j2k 1� /' 1 :.,.;�1.11.- '."� .:�:.� .'. ...::� �- 1, . . . : ' . ..::.. .. I . - I ..._.., ,i��,;. : . - 4 N.r -*-�'W- - 7- 7 Alf -_ i `- - ,f!-I/_ Ju_ el.7 EC Y v f \ f ;. `. 10' MI / X \ I '.:_ , . : , 1-0�- _ _ :,I> . ...: . .. . .. a . z. ,-.t .. .. ,.,. ._tea..-�: ., ,.. °°.,,.:...._.a. .. , .. ., : .n. .. .....�, v . �.. 4, •.G0 Aw .. !-':':'.' '.:*::"I r> D.. . .. ..... ;;a, O NEW SWING ARM r :. ..� :,': O. ... .. ..... .. .. . .. . ..,..{ TYP :...:.. .n . .... .. . ::.. : :.` -- ( ) , . �r. _`*�'.�,�--_,-�-�:. . . .. .. _. . .. . . . ... _ ...< :.... .. . ... .i :...:. :.. .-- .... ,.. :.... . . C .G. • . . . . . >• .. . .. ... ....:... . . .::.:.. : ;:;:; :' I 0`'. `: I . � 0 ... . ..:,...- .. 1-1: :c3 :. ; `(Q . 1 ::. 1. - - A T 1 C 3 'A :'., 0' 0 F.F .. O . 0-' �` 1 • .;:: m :` ' : : „ _ - ....,, ..:. - . ,.. 1 NIPPLE ..,..: ', .,...:......... ..: :...°.. ;. ' :' .:: .,: 1. �/ • 11/ 2 • 3-1 1/ I/ REDUCING .. ;.. \ \ 4 1 1 1 COUPLING =1111 EN __ IML . ME IIIIIIIIIIIIIIIIIIIE lm � � m mwiiiilw � / FINISHED I !I {I f✓ { ) 1- ..,'{ r I:I`;_,,`;.,-- I • CEILING -3 1 I :{`1; 1:`�' I:� I {'r l I :1 I \� xV:;x.:w;t. 1 • �'� -r '� COVER 11 t 1 I a 1'! 11 1Ij ;,i,;:-._:'. IIII 0 r :<^., PLATE .,.' ;i �. '�Y m ,. 1 t;; : ::: >., ;�=�::; (" +:� I I Ill h" _ ^:141t'�'': 1 ;-�:, r:•>- _ Sz.ft ai.o II .. ' i ! Y. N. �° I I Fg \\" <'� - 1 ^...•, `/ vA r�1.�:S r�V .IA, 1-914 _4' :'S„�ti��:T-.�;i ?i"..<t ."•ats•:', .::4.?v.t,.::,xi+:•:• I CONCEALED SPRINKLER H A ;:. =="` m SCALE , NONE ff:- : . �.�� �,a. -- 1 FlexHead Sprinkler Drop 1. I I �>< 1__� _ h? :..tY.I•.r.als. G�:t,_ - - .°Y```='�.1a<.: I 1 1 • h: - / II _ 1 �S .n•e:••..,. ix,. J r�� rn t \ 1 p/�� 1 .V'a _ K% 1 ,::+f^--`��T&F: v:r,•:�-" c:t` 3 rr� C i _a'i (� 1 - ■ N it- = ,S'• h. t}µ f ,F 7 •r JS V _ _ N . _ anchline c`+ a;;n. ;@+' ,> •',^Sy. n:�rrt 1:;.� Sprinkler Br 1 _ .,/r1 ?vs I / � :�.. 1 _ �.: Y 4 11 to Y > 4' 3[ "1 �I-411- �,� . i fi� :.� 3fi.�Jam. u■( rlt E L�iilr s.., �.. .� .- I • I - , LJ 1 Adjustable Flange 1 ILITI I CeBing Grid ;!., W - - III 1 CT- 1 "A .F ° �NounUng Bracket �, _ REAR BA E 4vmj�� - - - 2x2 OR 2x4 ACT-3 10' / ® �� .': CEILING TILE . Spiinkkx Head-�� g Grid k Tile EQ EQ X -11 • • I Suspended Ceiling -1 TILE SCORE (TYP) __r ii I ii 1 � 1 1 I o . LOCATION FOR % .� 1'f EQ � � 1 MULTIPLEIIIIIIIIIIIIIII =1111IIIIIIIIN301I 1 INDUSTRIES APPROVED011111�1 Patents Pending EQ • • TILE 2x4 i I i / �' iel i- EQ I III 114 1 ii�r.. - I LOCATION EQ EQ {' S` a FOR I = M M = n�� IM = � • STANDARD �° � 1 2x2 OR SPRINKLER HEAD .. \ 1 2x4 TILE PLACEMENT - -- - - - - - - - - - ACT- 16'-0"A.F.F - ACOUSTICAL TOLERANCE: I � 1 CEILING +/-3/4" C� I 1 TILE i I • ,e �. �- - - SPRINKLER HEAD LOCATION DETAIL SCALE : NONE I I I I I 1�; A 1 1 I I . . • . . o , . , ' II , . C V. p 11 . D . ��, i v, �� - L . . I . - , = 1.All pipe locations are to be field measured prior to fabrication Whether or not indicated on the drawings,the following items are to be provided: STAMP " COMPASS SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING,TITLE: FIRE SPRINKLER PLAN and installation by the sprinkler contractor. -Head Cabinet,spare heads and head wrench per NFPA 13 2 OWNER:EVERGREEN WALK _.-.__°:°.°°.--.-____._....._..._....___........_.........._._.......................- 2.All dimensions shown are:CENTER TO CENTER-CUT LENGTHS -Provisions for flushing connections and draining of all pipe �1 1 --r-- EXISTINGSPRINKLERPIPETOREMAIN Q 44 TYCORFIICIRIWCONCEALEDPENDENTWIWHITECOVERPIATE(k,K--5.6) g g p P ' CONTRACT#: REVISIONS: DATE: OCCUPANT:PANERA BREAD V"" c NEW SPRINKLER PIPE 4 VICTAULICVWOR155°CHROME DRY TYPE PENDENT WI CHROME ESCUTCHEON(1',K=5.6) 3. High temperature heads are to be field installed where required. -Inspectors test connection shall be provided for each system 2 o ADDRESS 1:151 BUCKLAND ROAD Cd G 0 EXISTINGI'OUiLET 5 EXISTINGTOREMAIN•TYCORFIIQR155°CONCEALEDPENDENTWIWHITECOVERPLATE ',K=5.6 4.All pipes and hangers are to be installed per NFPA 13. -Hydraulic identification plates&NFPA 13 required signs �, ,A ADDRESS 2: _ 5.Gridded wet systems shall provide a relief valve per NFPA 13. �Q CONNECT TO EXISTINGSPRINKIERPIPE CONSTRUCTION: EXISTING CITY:SOUTH WINDSOR STATE:CT - = 6.All new piping is to be hydrstatically tested at not less than 200psi It is the building owners responsibility to provide adequate heat for all areas in the ti 1► `y N O HYDRAULIC REFERENCE POINT _ e CONTRACTOR:CORNERSTONE DESIGN/BUILD SERVICES ?- ____- "_""" for 2 hours,or at 50 si in excess of the maximum pressure, building protected b a wet type sprinkler system and for all water filled supply Q 2 18-e3 ELEVATION ABOVE FINISHED FLOOR BLDG. HEIGHT: p p 9 p y yp p ' y pp y pipe,valves o� LIC. 00039 11 SCLALE: 1/4 - 1•0 1 5 INDISTRIAL PARK PLACE MIDDLETOWN CT 06457 when the maximum pressure to be maintained is in excess of 150psi. and system risers to dry type systems. S -�--/'-�' PIPE RISE UP SYSTEM TYPE:WET r r � F3 7.A quick opening device is required when d system volume exceeds Air pressure shall be maintained on all d e systems b an approved automatic air T STATE OF -0'/• G- PIPE TURNS DOWN , 1 p g q dry y p dry type y y pP BRIAN D. R 1 DATE: 9/29/16 FIRE SPRINKLER CONTRACTOR CONTACT 0.860'632'8053 Fa860'S32`8054 500 gallons per NFPA 13. compressor or plant air system specifically approved for and capable of automatically -6--' PIPE RISER NIPPLE WWW,MAC K FI R E,C 0 M 8. NFPA 13, 13D, 13R, 14,20,22,24,25, 170,230 apply as required. maintaining the reuired air pressure. p -1PIPE GROOVED COUPLING$&FITTINGS TOWN OF DESIGNER: FP PHONE:860.632.8053 • I � #01 I PIPE MAIN AND LINE LISTING TAGS I TOTAL THIS SHEET:53 TOTAL THIS JOB: 413 AHJ: SOUTH WINDSOR E-MAIL., FERNANDO@MACKFIRE,COM LICENSES: CT:F1.40291 MA:SC-1 20494 R1:000347 APPLICANT: PROVIDE AND INSTALL' 12" SWSB- LEGEND TRAFFIC SIGN LEGEND* I 11 i PROVIDE AND INSTALL STOP SIGN- SYMBOL NAME C-DOT NO. LEGEND LOD LIMIT OF DISTURBANCE/CONTRACT LIMIT LINE GOmpanles PROVIDE AND INSTALL � PROVIDE AND INSTALL STOP SIGN _.__.....___.-.__._...._._._ _....._...._...._ ............_........_........ ADA COMPLIANT FLUSH CONCRETE CURB 31-0552Z STOP AND STAMPED CONCRETE' WARNING STRIP ` ARCHITECTURE PROPERTY LINE PROVIDE AI*Q INSTALL 12" SWSB ENGINEERING ENVIRONMENTAL _...__---- .____._._.-_.-_________- LAND SURVEYING 6" REVEAL CONCRETE CURB PROVIDE AND INSTALL 4" SWL ` BEGIN 6" REVEAL CONCRETE CURB, @45' AND PACED 2' O.C. (TYP)� MATCH EXISTING PROVIDE AND INSTALL 31-0629Z ` 6" REVEAL CONCRETE CURB (TYP) 355 Research Parkway Meriden,CT 06450 DEPRESSED CONCRETE CURB P,�oSTATE MOST '° ' <• a' '. CONCRETE PAVEMENT/SIDEWALK PROVIDE AND INSTAL PROVIDE AND INSTALL (203)630-2615 Fax R10' DRIVE-THRU SIGN(S) 4" SWL STALL STRIPING (TYP) • DECORATIVE STAMPED CONCRETE $ <•�: — 7 PROVIDE AND INSTALL ` < PAVEMENT/SIDEWALK 31-1109Z — _ DO NOT ENTER SIGN PROVIDE AND INSTALL 12" SWSB ENTER ' STANDARD DUTY BITUMINOUS CONCRETE PAVEMENT I' < `_ QO7 ( LA 4. � � O LA LANDSCAPED AREA LAND COVER DESIGNATION 2 07 PROVIDE AND INSTALL / .` 31-0648Z ACCESSABLE SW PAINTED `� ° I�I,II � LA PROVIDE AND INSTALL PEDESTRIAN CROSSWALK e STOP SIGN * R20' PROVIDE AND INSTALL ONLY STANDARD STREET SIGNAGE SHOWN HERE. e d i - REFER TO DETAIL SHEET FOR PANERA SIGNAGE. f `HINTED PAVEMENT ARROWS (TYP) PROVIDE AND INSTALL 12" SWSB ��' BEGIN'W' EVEAL CONCRETE PROVIDE AND INSTALL. STOP SIGN °d' A-•� � R5' URB, MAT EXISTING a — 1 n rrrr f �� 'Qo 71�- _ i I II _ii i I PROVIDE SW PAINTED P VIDE AND INST L F _ t- rY I� li( jR��- \ JJ PROVIDE AND INSTALL °.• �� PEDESTRIAN CROSSWALK {��y 24 6" REVEAL CONCRETE Cl11NB TYP) — _ / Retail TRASH ENCLOSURE < 4 9, ROVIDE AND INSTALL _,.. [`-_" _ 1 2a,00asF WITH CONCRETE DUMPSTER r I PROVIDE AND INSTALL RAISED R3• 4" SWL STALL STRIPING (TYP) PAD, CMU ENCLOSURE WALL, $ I MOUNTABLE CONCRETE CURB ISLAND 24, AND PROTECTIVE POSTS N PROVIDE AND INSTALL 12" SWSB REFER TO DETAILS I Retall PROVIDE AND INSTALL OP SIGN 8,000SP I - eounvcwcn' VEHICLE !F.IMI FJ'.i51,0 PROVIDE AND INSTALL TRASH ENCLOSURE GATE HEIGHT � R3' P TOVIDE AND INSTALL / CLEARANCE PROVIDE AND INSTALL SERVICE ACCESS GATE BAR d 7 A A CS STAMPED FLUSH CONCRETEDNCRETE CURB WARNINGS TR PROVIDE AND INSTALL 6' PIPE BOLLARD (TYP) :a - � � ' t ' � PROVIDE AND INSTALL 4" SWL 00 .°4 0 R5' vd W @45' AND PACED 2' O.C. ° 4°•: .� LA O Q0 - - �- PROVIDE AND INSTALL .� / O C) > t ;i )f = y 1 SW PAINTED PAVEMENT ARROWS (TYP) ! t' I— PR D 1 I PROVIDE AND INSTALL 4" SWL $, PROVIDE AND INSTALL / ��- _ f . .� e:< o ._ ' .< a WHEEL STOP (TYP) �! ®45' AND PACED 2 O.C. (TYP) o> R3' � J N PAVEMENT PROVIDE AND INSTALL RAISED ~~ = '� PROVIDE AND INSTALL 4" SWL Q U Ali � � CONCRETE MOUNTABLE CURB ISLAND TYP - J -a - AND PACED 2' O.C. (TYP) t 1 f O (, PROVIDE AND INSTALL $ o ~~ 4 � t '{ w W y ~ Jr PROVIDE AND INSTALL PAINTED Jl 1 r J 1 gf y FLUSH CONCRETE LEAK-OFF (TYP) ! j 1 INTERNATIONAL ACCESSIBILITY 'c t • ��J =�'- - '�" ��,,' '`"' �.. o � °• o "� SYMBOL (TYP OF 3) ;� { 1 r f i { All Z PROVIDE AND INSTALL 4 SWL �_ PROVIDE AND INSTALL t ®45' AND PACED 2' O.C. TYP a I HANDICAP AND VAN o°'4,. 1 11 1 j W z z O GRAPHIC SCALE (TYP) PROVIDE AND INSTALL / I / �J 11 � { 1 W J SIGNS IN BOLLARD -'e VAS .i::. 1, J -. -...� 1��' , , f i 6" REVEAL CONCRETE CURB (TYP) _. { �1 LIMIT OF PARKING REVISED AREA 200 100 0 200 PROVIDE AND INSTALL PAINTED a i ° t I TABULATION AREA INTERNATIONAL ACCESSIBILITY PROVIDE AND INSTALL n - _ I ~~ U �/ SYMBOL 4" SWL STALL STRIPING (TYP) __ PROVIDE AND INSTALL 1 .,1 t I { 1 J ~mow FOR PARKING I� COMPARISON TABLE SCALE IN FEET PROVIDE AND INSTALL ° ; CONCRETE PAVEMENT (TYP I f / (f V n 0 PROVIDE AND INSTALL _. HANDICAP SIGN �� ----- )(„ C,t 1�I i. r � + 41 J 1 PROVIDE AND INSTALL _- _....__ �� oA J y I m HANDICAP SIGN IN BOLLARD MOUNTABLE CURB LA ✓r 1 IN BOLLARD P AVI '� ' JJ f 1 _ Q PROVIDE AND INSTALL— a• ; "v �'�...''� 00 { Jca {1 �-c , 1 LO z SEGMENTAL RETAINING WALL 12 - y 24>` IJ { , C^ /r > ' — PROVIDE AND INSTALL--) 4 Lam' ' �/// J J (j f W LIMIT OF DISTURBANCE AREA = 50,657 sq.ft. PROVIDE AND INSTALL a PREVIEW/MENU BOARD v / 1J 1 ADA COMPLIANT FLUSH CONCRETE CURB 5' PROVIDE AND INSTALL $' v VIDE AND INSTALL '' 1 f = / AREA = 19 731 sq.ft. 38.95% AND STAMPED CONCRETE WARNING STRIP , °.� MONOLITHIC CONCRETE CURB / l Z Z) EXISTING IMPERVIOUSq ( ) DRIVE-THRU MENU CANOPY �� 20 0 Z J r 1g co _ � AND SIDEWALK _� J� IJ I '�' PROPOSED IMPERVIOUS AREA = 38,127 sq.ft. (75.27%) PROVIDE AND INSTALL PROVIDE AND INSTALL ♦ rn O ° ' ( �^V� ADA COMPLIANT WALK, L'P; ORDER STATION V1 0) $ J J J �J l ) Uj O MATCH GRADE AT EXISTING WALK I �ROVIDE AND INSTALL J J J i / l U) -- - "^ CO a ° .off d 4 SWL STALL STRIPING (TYP) INV. IN 2?.79( ) O PROVIDE AND INSTALL j { �/ PR J J INV. 1N=:122.19(Si I�FtOVIDE�ANQ © 1�1 qo ' " REVEAL CONCRETE CURB (TYP) �. �;�, �,,., 6 ~ INV Oli i=121.99 OPEN AIR CART $ �5. p o 1 t -_It ' r a LA PROVIDE AND INSTALL DO NOT , ~ / a " 24, ENTER SIGN AND THANK YOU SIGN PARKING COMPARISON TABLE SM i t` r �� R5' ITj : 'a . ' �--�18, F -'�6 6 f f j ` �� PROVIDE AND INSTALL 5� i�` L `� ? ° • ' ' ADA COMPLIANT FLUSH CONCRETE CU r .. PROVIDI= ANC INSTALL DECORATIVE FENCE '. 4• � - � '-i AND STAMPED CONCRETE WARNING. ST IP � TABLE A - APPROVED PARKING e ~ - t PROVIDE AND INSTALL R25' R10' ea SEGMENTAL RETAINING WALL REQUIREMENTS APPROVED f : a ° LA .a j J 1 TYPE BUILDING SIZE \ A. PROVIDE AND INSTALL 12" SWSB / f PROVIDE AND INSTALL 1{ AREA = 77 505 s .ft. 311 Parking Spaces 593 Parking Spaces CONCRETE FILLED PIPE BOLLARD (TYP) \ ` ; R15' LA / PROVIDE AND INSTALL b w RETAIL TOTAL BLDG A q e„� SW PAINTED PEDESTRIAN CROSSWALK, j / I o (4 per 1,000 sq.ft. Retail) - 1 JJJOf i' R10' $ °�R CC f l �t 1 �l f U Lj BEGIN CONCRETE SIDEWALK,---------- IDEWALK, �� WAIII / / 1 a z U z MATCH EXISTING 9 zo ���18' ;,r ! { J f f i ' J M � z o TABLE B - REVISED AREA PARKING `' 0 _ `�' �� PROVIDE AND INSTALL Y °a a ri { I { t x O U r I R1 "v, l ILL � ' I CONCRETE SIDEWALK, BUILDING SIZE REQUIREMENTS PROPOSED ~ ~-T ~ j.. I f _' �� °' 'gyp. ` r r 61 M J I— m z z D TYPE c, •h . .. LA �� g j d ( J m w In % PROVIDE AND INSTALL 4 SWL t I z RETAIL TOTAL BLDG AREA = 73,988 sq-ft. 370 Parking Spaces 544 Parking Spaces ;� �O J �� ° 5 •• ®45' AND PACED 2' O.C.r i {r j �� _e 0 af of Q r ' pi ��` � � w E of (77,505+385)-3,902 =73,988 (1 per 200 sq.ft.) 1 { �, l- J TOTAL BLDG AREA = 3,902 sq.ft. 82 Parking Spaces 49 Parking Spaces * 1 / coyt <n cn m RESTAURANT q E ;. I j l t ? !tJ r , R14' A:o LA I I' o o Ld LU (1 per 50 sq.ft. restaurant) -i•=123•83 i 'I e ,�c; I �� � / m f p r l In R 19' A { tC) �G� \ ! a a R15' J / I co co,J jr -- v r NOTE: N TOTAL 593 Parking Spaces �1 T ;�7 ,' f =` 1 1 COD R20 / /> o 0 N {;` i f THE ITEMS SO NOTED ON THIS PLAN HAVE BEEN VERIFIED IN THE FIELD 0 Z -�' ; � 1 AS TO LOCATION ELEVATION AND COMPLETENESS. THE FOLLOWING M - Q) o N N a f cam ' PROVIDE AND INSTALL Opp _ / / o a N \ o * SURPLUS SPACES USED TO ACCOUNT FOR REMAINDER REQUIRED , r j� � i LISTED ITEMS ARE THE ONLY DEVIATIONS FROM THE ORIGINAL PLANS Uj o - o '"�1 ! ' i STOP SIGN AND DO NOT ENTER SIGN,, �`- - 1 APPROVED BY THE PLANNING AND ZONING COMMISSION AND STAFF _ ZONING INFORMATION PARKING INFORMATION J ___- �° \,� a APPROVED CHANGE ORDERS: Z ED m PROVIDE'AND INSTAL-E ~ / / / o 0 1 ADA COMPLIANT FLUSH CONCRETE CURB. r M t .r _- J / ` 0 �� AND STAMPED CONCRETE WARNING STRIP `'' . f r - - ✓ ADJUSTMENT OF SIDEWALK NORTHWEST OF BUILDING. o Designed M.J.B ITEM # ITEM REQUIREMENTS PROPOSED _ f �. �- S. J �/ ,, 2. ADJUSTMENT IN LOCATION OF CROSSWALK NORTHWEST OF BUILDING. m Drawn J.A.K. U LOCATION: SOUTH WINDSOR. CONNECTICUT - - - Checked n��t`' �'> � " h e -��� ,�= 3. TREE PITS NOT INSTALLED. oD.J.C. N ZONE: (GD) BUCKLAND GATEWAY DEVELOPMENT DISTRICT 1 BUILDING SIZE NONE REQUIRED 7,000 S.F. fit %� } r�A* E L�^'� r " r 4. ADJUSTMENT TO UTILITY VAULT LOCATION. o Approved f %� Ock ~' p'' / 5. ADJUSTMENT TO SITE DRAINAGE. Scale 1"=20' USE: (PERMITTED USE) RETAIL STORE 2 PARKING REQUIRED 97 Total Parking Spaces 57 SPACES * -;;,F;3 J - , ~ o , ��' U) Project No. 13C4560-B o REQUIREMENTS PROPOSED 1 per 50 GSF fast food / •• z Date 02/12/2016 ITEM ITEM (3 902gsf/50 = 78) J . N _ __. • J j CAD File: m 1 per 4 Seats outdoor dining ! e 1 MINIMUM LOT AREA 3 ACRES N/A (34 seats/4 = 9) I? f / �"� ,� �' 4 -�! 3 SP13C4560-B01 r IL.r 3 1 per 200 GSF retail 6" -� � / SIGNEND AND STAMPED BY LICENSED L.S. z Title m 2 MINIMUM LOT WIDTH 200 FEET N/A (2,591gsf/200 = 13) J / _ A? Y~ ` w C to 3 MINIMUM LOT DEPTH 200 FEET N/A MAC[E_::/ ; � ✓y w ITE PLAN 3 MINIMUM PARKING DIMENSIONS 9 x 18 9 x 18 X ; i ` " GRAPHIC SCALE co M MINIMUM FRONT SETBACK 65 FEET 65 FEET M 4 � .x I ~\ t ~ a �L t 20' 10' 0 20' o 4 MINIMUM AISLE WIDTH 24' (2-way traffic) 24' (2-way traffic) C - - C„ �` ��„yY '�' 10 M 25 FEET N/A m 5 MINIMUM SIDE SETBACK - MAi'l..i. MIN. INTERIOR LANDSCAPING 1 TREE per 10 Total Parking Spaces 7 TREES ~ �`� �, ``~-~- 'f ; SCALE IN FEET 0 5 i -~. J 6 MINIMUM REAR SETBACK N A (57 Total spaces = 6 trees) (+2 exist trees remain) �� �,_ _ N Sheet No. i 10 FEET / 10% Interior Landscape 10% Interior Landscape ~- a EIGHT 45 FEET 3 FLOORS 26.5 FEET/1 STORY { ' 7 MAXIMUM BUILDING H / ~ `"~ `. l/ I g MIN. PERIMETER LANDSCAPING 1 TREE or 2 SHRUBS 30 SHRUBS `` ~ SP-1 per 3 Perimeter Parking Spaces ~' ` `~~ 1 J1 +' ' X E ~� ` ~~ ' f 0 8 MAXIMUM LOT COVERAGE 30 PERCENT 0 PERCENT (45 Perimeter spaces = 15 trees or 30 shrubs) * SURPLUS SPACES USED TO ACCOUNT FOR REMAINDER REQUIRED -- ` ~ `� `:z j' j { X „r I— o.. AMV MCDC .r mou na rnRanRATtnN WIT14nl1T TI-IF SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. APPLICANT: SITE UTILITY LEGEND PRIMARY ELECTRIC LINE EP CATCH BASIN _ 1 r } f SECONDARY ELECTRIC LINE E E STORM MANHOLE O _..........._....._.._.._......... _. TENANT ELECTRIC LINE ETC '� Companies TENANT SPEAKER LINE — — — — — — — — — — PROVIDE AND INSTALL (1) ARCHITECTURE _...._. ................._._ WEATHER PROOF DUPLEX OUTLET FOR SEASON LIGHTING ` PROVIDE (2)#10, (1)#10G. FROM EACH OF (5) ENGINEERING TELEPHONE LINE T T COORDINATE LOCATION DUPLEX OUTLETS TO NEW 20A,1P CIRCUIT BREAKER ENVIRONMENTAL WITH PROPOSED TREE �� RELOCATE AND INSTALL EX. DUAL IN HOUSE PANEL HPL VIA NEW TIME CLOCK LAND SURVEYING PROVIDE AND INSTALL ('I) CABLE TV LINE T/C r AND BASEHEAD LIGHT (PROGRAM PER OWNER/LOCAL REQUIREMENTS) ' ;. 1" PVC SCH 80 CONDUIT ♦ INV. 130.08 +/- `� FOR "DRIVE THRU" SIGN 355 Research Parkway •� STUB CONDUIT UP TO PROVIDE AND INSTALL 4 Meriden,CT 06450 PROPANE GAS LINE G G ` ( ) FINISHED GRADE PROVIDE WEATHER PROOF DUPLEX OUTLETS FOR SEASON (203)630-1406 I WIRING AS DIRECTED LIGHTING COORDINATE LOCATION (203)630-2615 Fax uu Trn I ulr WiTH PROPOSED AAIn EYIQTIAIC TRrCQ YY Y YYN I Cr! LI IV C Y PROVIDE AND INSTALL (1) SANITARY SEWER S 2" PVC SCH 80 CONDUIT $ FOR SITE LIGHTING AND PROVIDE (2)#6, (1)#6G. FROM POLE MOUNTED SITE ,19 _ OUTLETS (TYP) IRRIGATION LINE IR IR LIGHT FIXTURES TO NEW 20A,1P CIRCUIT BREAKER f IN HOUSE PANEL HPL VIA NEW TIME CLOCK �>I f ��7 RELOCATE AND INSTALL (PROGRAM PER OWNER/LOCAL REQUIREMENTS. ►; •` � EX. DUAL HEAD LIGHT _ w-- = ` f 00 AND SE. STORM LINE PROVIDE D INSTALL EXISTING LIGHT POLE TO REMAIN ` f \b ` SCHEDULE 80 CONDUIT PROVIDE AND INSTALL (1) 6" PVC r f CAP AND MARK ENDS SCHEDULE r on /�nAlnl IIT I+AO AAIn ° ,,II,IIIII■ �� f _M ` FOR IRRIGATION (TYP.) a�.ncuu�c ou vivvur r, �.r=r r:rvu 7/R MARK ENDS FOR IRRIGATION (TYP.) •f '' E PROVIDE (2)#8, (1)#8G. FROM EACH OF (5) SANITARY MANH0LE CHART ° •: E i �: f \// / DUPLEX OUTLETS LOCATED IN FRONT OFPROVIDE AND INSTALL (3) 1" PVC SCH 40 CONDUIT FOR FUTURE • : � COBUILDING TO NEW VIA N CIRCUIT BREAKER INSMH 1 MENU BOARD, CANOPY AND ORDER BOARD STUB CONDUITS UP 2' ) ,�� °I° f � ♦ HOUSE PANEL HPL VIA NEW 11ME CLOCK TF=132.40 ABOVE FINISHED GRADE PROVIDE PULL STRINGS AND CAP (TYP.) ` (PROGRAM PER OWNER/LOCAL REQUIREMENTS) 9VIDE )#1 Q,,(1)#1 OG. PROVIDE (2)#8, (1)#8G. f �R INV. IN= 122.70 (EX) PROVIDE (2)#10, (1)#10G. FROM NEW PANERA "DRIVE THRU" SIGN, "THANK w t FOf�'SITF GHTIN6 Q� FOR SITE LIGHTINGINV. IN= 128.70 (SMH2) YOU" SIGN, MENU BOARD/ORDER CONFIRMATION SCREEN, AND PREVIEW CIR€UIT. 5 i BOARD LOCATIONS TO NEW 20A,1P CIRCUIT BREAKER IN HOUSE PANEL HPL ! i "' 4 = I n� JG CIRCUIT. 1' ri ° I - m� Q� \ PROVIDE AND INSTALL (2) INV. OUT 122.70 (EX) VIA NEW TIME CLOCK (PROGRAM PER OWNER/LOCAL REQUIREMENTS). RUN g ( 1 6 PROVIDE AND INSTALL (I) cP DUPLEX OUTLET FOR SEASONWIRE IN 1" EMT CONDUIT WITHIN BUILDING. t 1' �' : '� 1r ~~- 1" PVC SCH 40 CONDUIT m LIGHTING COORDINATE LOCATIONSMH 2 CONNECT SPLICE INTO EXISTING SPARE TELECOM FOR SITE SPEAKERS STUB` WITH PROPOSED TREES / - � CONDUIT UP 2' ABOVE F I TI-=1 .-w q n RFRVICF r nNnI IIT4 r nnRnINATF WITH UTII ITY t FINISHED GRenR PRnVInF � I I I vim•v v vim....v._ vv..r v..r. �..�..�......� ...... ..�. + tay.. *FINISHED v, v...•Y•- . ..v•.vim \L _ PROVIDER "� �y Y PULL STRING AND CAP PROVIDE AND INSTALL (1) \�J,/ PROVIDE AND INSTALL INV. IN= 128.95 (SMH 3) PROVIDE AND INSTALL SANITARY MANHOLE (SMH-2) / �` (IYp) 2 PVC SCH 80 CONDUIT (1) 6" PVC r FOR SITE LIGHTING AND j SCHEDULE 80 CONDUIT INV. OUT=128.85 (SMH 1 ) 1 (j� PROVIDE AND INSTALL 6" PVC , `= OUTLETS TYP ; ' ��� T 7 ( ) ;` CAP AND MARK ENDS SDR 17 MINIMUM 1% SLOPE 1 fr $ a, d• T/C�� T PROVIDE AND INSTALL (1) ; f �p0 FOR IRRIGATION (TYP.) O SMH 3 PROVIDE AND INSTALL SANITARY MANHOLE / , • DUPLEX OUTLET FOR Q O I hR SEASON LIGHTING ' TF=134.95 (SMH 1) WITH INTERIOR DROP: FIELD VERIFY ' fill ~'�``I COORDINATE LOCATION PROVIDE AND IN TAIL � LOCATION OF EXISTING SANITARY LINEj I " INV. IN= 129.80 (BLDG) „ `j ~ 1-3 RGS RISE LE) I- 0 SMH 2 WITH PROPOSED TREE 3C3,r - " ~�w tij 1-4 RGS RISER LECOM INV. OUT=129 7 ( ) / $ v?APi..Y I 1 4" RGS RIS E C.) ) —� ;? �R PROVIDE AND INSTALL (1) ON NEW UTILITjt�P E. Q 0 U PROVIDE AND INSTALL ELECTRICAL MANHOLE,—� " PVC _�.. __ __.._..._ CONNECT/SPLICE EXISTING ELECTRICAL SERVICE �' „' PROVIDE AND INSTALL (1) D � AA \ `E �R FOR SITE LIGHTING ANDI I SCHEDULE 80 PROVIDE AND IN SWEEPS ` Q ~ COORDINATE WITH UTILITY PROVIDER r"` t ' 1" PVC SCH 80 CONDUIT • F',o / �'�'_-~ OUTLETS TYP AT BASE OF ALL V ' . ( ) GS CONDUITS <,__ t / FOR PREVIEW BOARD ° / �� OF EQUAL SIZE TO THE W PROVIDE AND INSTALL 1 PROVIDE AND INSTALL 2 - 6" �'> •' ' t� O I RSG CONDUITS. Z Z ` • •, � 3" CONDUIT SCHEDULE 80 Z SCHEDULE 80 CONDUITS COORDINATE / / PVC FOR CABLE. Z WITH ELECTRIC UTILITY PROVIDER PROVIDE AND INSTALL MENU -4 BOARD LOOP DETECTOR '• / $ PROVIDE AND INSTALL (1) NEW UTILITY POLE (TO BE W Q PROVIDE AND INSTALL 2 - 5" w' " n / 'i " FIELD LOCATED AND INSTALLED ui —J U SCHEDULE 80 CONDUITS COORDINATE - RIJN TO CANOPY -� 4 CONDUIT SCHEDULE 80 1/ U WITH TELECOM UTILITY PROVIDER FOUNDATION IN 1" SCH 80 �'� 1 I 1A PVC FOR TELE/COM. BOOR ONTIER COMUNICA WITH TELECOM TIONS) P�C STUB UP 1 ABOVE / F` '^ Q � O / '' FINISHED GRADE. ROLL AND -o / ! UTILITY PROVIDER FOR v r \ 1 I FINAL LOCATION m W / 1 PROTECT WIRE AT CONDUIT •'. �' / - Jt �, GO I PROVIDE AND INSTALL 6" PVC r" �.. ' / SDR 55 MINIMUM 1% SLOPE S EpVp4 ,</ T ff I� RELOCATE AND INSTALL - ti �1 _ _ \\ C EP I l ff r1 f `t 1.f;') JUNC"f10N BOX TYP. . ( Z EXISTING DUAL HEAD ( t / .`i t1( �i 1J t _ LIGHT AND BASE' \ ` PROVIDE AIND INSTALL (2) 1' •. T ;} K 1 i't II ( PVC SCH EW CONDUIT FOR T Z CANOPY AND PREVIEW BOARD , C 3 W EX. SAN. M.H. -� ' _ I f Q ! n C.y • PROVIDE AND INSTALL (1) p0 T.F. 127.40 a / r� PROVIDE AIND INSTALL / " �. Q j / " ,•'• ft 1 PVC SCH 80 CONDUIT INV.119.04 IN E. ;,� f� (3) 1 PVC SCH 80 / , FOR SITE SPEAKERS STUB INV.119.50 IN N. / f r CONDUIT FOR MENU INV.119.00 OUT 1 ,'' '! C 2, A E BOARD, CANOPY, AND / ONDUIT UP BOVE �' I 1 / FINISHED GRADE PROVID .cn' t Iz ,- PREVIEW BOARD / f 1 S�� ' "?- l o �': ! PULL STRING AND CAP ,f / o / 1 1 g I �t ` / 04 f LL PROVIDE AND INSTA a.,' , _ (TYP) -i ! `, m I t 1° f \ `,; _ `Ny DRIVE-THRU LOOP ,. :• •a ROVIDE AND INSTALL (1) , 1 0 - _ • d 41 " j j rr ; PROVIDE AND INSTALL f to \ v DETECTOR RUN TO BUILDING PROVIDE AND INSTALL (1) PVC SCH $0 CONDUIT �. ,n J LIGHT AND BASE TO �r \\/ V S-1 _ �% `�� / ^ j' - . d 1" PVC SCH 80 CONDUIT OR SITE LIGHTING AND '! f1 1j' MATCH EXISTING SINGLE M \� -..•.- �, �p © /r FOR PATIO SPACE HEATER OUTLETS (TYP) 1 1 t HEAD FIXTURE WITH v PROVIDE AND INSTALL ' (TYP OF 2) t I tf : HOUSE SHIELD PROVIDE AND INSTALL it , f - �` ,_. 3' . CLEAN OUT (TYP.) D , • 1 6" PVC SCHEDULE 3" GREASE TRAP w' 80 CONDUIT WITH PULL,NVJ;f IIfJ COORDNATEISTING WITH ELECTS OAMER m. VENT PIPE . • • R $ STRINGS CAP AND MARK �: 1� j UTILITY PROVIDER o ENDS FOR IRRIGATION TYP. o PROVIDE AND INSTALL �R ( )' ' 7J � PROVIDE AND INSTALL ELECTRICAL MANHOLE, �� J S > r �:� 6 F VC SDR 35 ! 4 f�R*VIDE AND INSTALL 1 ( 1 CONNECT/SPLICE EXISTING ELECTRICAL SERVICE. \ \�� INV=-130.25 • 1"•PVC SCH 80 CONDUIT): PROVIDE (2)#10, (1)#10G. r, t f 1 ;t M COORDINATE WITH UTILITY PROVIDER �` " FOR SITE LIGHTING I / 1{1 + /�j I f ;r X .aF R THANK YOU SIGN 1~ � t ! 1 !$ ° O o '. ./ CIRCUIT. .. CONNECT/SPLICE INTO EXISTING SPARE TELECOM t t / t M w •5 B CONDUIT UP TO' \ / NISHED GRADE. .P E" I 4 1 SERVICE CONDUITS. COORDINATE WITH UTILITY \ + 20. / Ji:.L_I C i�iG' j`✓ =`r'I j,f1 i m Of \- PROVIDER } \ W - RING AS RI ECTE7J ./ J� f r [,I. f �' ;j�ll 1 1F V o ~ Y _ \ W G \� - i rtC !� I tl j, �� + tit 1� i� LJ U w Z O_�. J ��.., l G � .` ,I�Y�rf"i,t.i_ f l r` 1 I `1 if I / i ! V Z Fn PROVIDE AND INSTALL ' '..; �� W� !!� r f r I !! l x o c) V) SANITARY MANHOLE SMH 3 \ ._ , G v \� tr t ; o w ' (� i LIGHT AND BASE TO L A I 1 ! r� j 11 o R v zz 1 �� W l t C�j ti G �' s'7~ MATCH EXISTING SINGLE r (1 11 to w PROVIDE AND INSTALL 6" PVC 1 i' \ .. ` Gf -' -" HEAD FIXTURE WITH 1 ;k; l "'"�f f 1 1 i t ` �`` / /, 7 L0 I f 7 I SDR 45 AT 1% SLOPE HOUSE SHIELD _ ,' r/ } i � M o o J jf t / �t t t w w t � ' t 1 � !11 � V t' °'< x > > EMI .`r Cs tt _. J y Q� jj: o ,- �'�'. -V ri `� I 11 �l + / m J r> 4 ft c° co f if` r j TM ri� ti 11 sz� '``. t`,,1 �``. PROVIDE A If f3fALL i Gl i #/ 0 0 0 il -.2r.60 \ lr Z \ \ \ x t E PROVIDE 2 PULL STRINGS` I z N N N I (1) 6" PVC S DULE � , O G I .� �� ' � N / Tom—I 1 ! j 80 CONDUIT WI P A ULL FOR FUTURE SITE �� i A it ( M o N ao T. r i' /r t rat- 1000 GALLON PRECAST ENDS ROVIDE AND INS-TALLSMNGFOa ARRIGATION ND K ) J LTHRUST BLOCK I TYP. i � f ~ 7J ! 1 W \ \ \ w o o GREASE TRAP 1/ o t LOCATION F FUTURE 6 DI PIPE FIRE SERVICE. ! a LIGHT POLE S END t'_ �( m e AND CAP O� >, I #� \ PROVIDE AND INS 2 TYPE K COPPER f M M - ! t WATER METER PIT AND WATER SERVICE. I 11 j I o Designed M.J.B. SERVICE CURB BOX $ i rf r m Drawn , i . to NOTE: ive _ t t' � o Checked D J C THE ITEMS SO NOTED ON THIS PLAN HAVE BEEN VERIFIED IN THE FIELD - ~" z o Approved - `` 4 f i .`°.'�� Scale 1 -20 AS TO LOCATION, ELEVATION , AND COMPLETENESS. THE FOLLOWING PROVIDE AND INSTALL 1 -2" COPPER ; f NYr N=139.67 f PROVIDE AND INSTALL o LISTED ITEMS ARE THE ONLY DEVIATIONS FROM THE ORIGINAL PLANS j -1z . ,L C¢i TYPE K WATER SERVICE AND 1 -6" DI ' ; N� Ow i 1;39, .J GAS SERVICE. COORDINATE o Project No. 13C4560-B APPROVED BY THE PLANNING AND ZONING COMMISSION AND STAFF w �-f , FIRE SERVICE AT SERVICE LATERAL y ; ;t WITH LOCAL PROVIDER. VERIFY Date 02/12/2016 m .y``"\ d , INSTALLED DURING THE MASTER PLAN. ; f is / \ TIE IN LOCATION ,SIZE AND APPROVED CHANGE ORDERS: , s FIELD VERIFY PREVIOUSLY INSTALLED r � TYPE PRIOR TO COMMENCEMENT Y CAD File: a OF CONSTRUCTION ACTIVITIES SU13C4560-B01 c, PROVIDE AND INSTALL 2 `` \ WATER SERVICE LATERAL LOCATION D �� ( ) CONDITION PRIOR TO THE J Q7 o DUPLEX OUTLET FOR SEASON I-` 1 . ADJUSTMENT OF SIDEWALK NORTHWEST OF BUILDING. -� f ,, COMMENCEMENT OF CONSTRUCTION : I ;` W Title m LIGHTING COORDINATE LOCATION ACTIVITIES. COORDINATE WITH LOCC L 2. ADJUSTMENT IN LOCATION OF CROSSWALK NORTHWEST OF BUILDING. WITH PROPOSED TREES `\, t�ii('1 f UTILITY PROVIDER. _ 3. TREE PITS NOT INSTALLED. f I . ., Jt"." �.� w // w SITE V PROVIDE (2)#10, (1)#10G. FROM EACH OF (2) j -r -! ; W UTILITY 4. ADJUSTMENT TO UTILITY VAULT LOCATION. DUPLEX OUTLETS TO NEW 20A,1P CIRCUIT BREAKER ' I I � , _ N I GRAPHIC SCALE N r, IN HOUSE PANEL HPL VIA NEW TIME CLOCK o 5. ADJUSTMENT TO SITE DRAINAGE. �� _ -� ! , _ GC 20 10 0 20 1 PLAN M (PROGRAM PER OWNER/LOCAL REQUIREMENTS) } \` Jr, j I i � m NOTES: _ - 0 1. DUPLEX OUTLETS SHALL BE PROVIDED AND INSTALLED ON ARLINGTON i ~ ` h9tkPLl � I INDUSTRIES MODEL #GP19B -19.5" "GARD-N-POST" OUTDOOR LIGHT PEDESTAL I. �. j , Mom ; i SCALE IN FEET Sheet No. COLOR BLACK) WITH WEATHER PROOF WHILE IN USE COVER OR APPROVED EQUAL „ 2. LIGHT POLES AND LUMINAIRE SHALL MATCH EXISTING STYLE AND TYPE ;r ------------------------------- THAT ARE CURRENTLY IN USE ON THE SITE. SIGNEND AND STAMPED BY LICENSED L.S. �yt� `; ` \�, _~ __ ` _ jt ' X - -~ r SU 1 � 1f ` (D2016 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. APPLICANT: STORM STRUCTURE CHART ALL CB's ARE TYPE "C" UNLESS STATED OTHERWISE, NUMBERS IN PARENTHESES REFER TO LINE NUMBER "- - - � - - - -- --- -- ✓ j , AV l CB-1 (EX) (RAISE FRAME) CB-2 CB-3 CB-4 1F=132.00 TF=133.86 TF=132.24 TF=133.50 1 INV IN DMH-1=127.00 INV OUT DMH-1=129.36 INV IN CB-4=128.42 INV OUT CB-3=129.50 ` '�GGr_ If f EX INV IN DMH=123.48 INV OUT CB-5 (EX)=128.32 /If EX INV OUT CB=123.48 DMH-1 ,,fir ompanies TF=132.70 INV IN CB-2=128.12 - ------ _-- -- ----• j ` ` + ENVIRONMENTAL ARCHITECTURE ENGINEERING N INV IN BLDG=129.04 �;/ INV OUT CB-1 (EX)=127.65 7 i r t I 1 LAND SURVEYING GRADING AND DRAINAGE NOTES _ 'ii'''' ' '_ ' '' �`-� %r'j/ '4k 1 i i /�' t � 355 Research Parkway Meriden,CT 06450 1. SEE OVERALL SITE PLAN, FOR ADDITIONAL GENERAL NOTES. I` } -i (203)630-1406 -26 5 Fax 2. THIS DRAWING IS INTENDED TO DESCRIBE GRADING AND DRAINAGE ONLY. REFER TO SITE PLAN FOR GENERAL INFORMATION, AND DETAIL SHEETS FOR DETAILS. SEE MEP DRAWINGS FOR BUILDING CONNECTION LOCATIONS AND DETAILS. I (707 ) _ _ 1 i f 3. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION CONTROL PLAN FOR LIMIT OF DISTURBANCE AND EROSION CONTROL NOTES. 4. TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON SITE FOR USE IN FINAL LANDSCAPING. -"..-._ _-- I 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY GOVERNMENT AND ; ' :i <. Jv,Q �' i` � LOCAL AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS FROM THE � CT DOT AND TOWN OF SOUTH WINDSOR REQUIRED TO PERFORM ALL REQUIRED WORK, INCLUDING FOR STREET CUTS AND s� ~` - `',6' 00 ` CONNECTIONS TO EXISTING UTILITIES. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROL NECESSARY FOR THIS WORK. 7� 6. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR PROTECTION OF VEHICLES AND PEDESTRIANS 135.20` j CONSISTING OF DRUMS, BARRIERS, SIGNS, LIGHTS, FENCES AND UNIFORMED TRAFFIC CONTROLLERS AS REQUIRED, ORDERED BY THE ENGINEER OR REQUIRED BY THE STATE AND LOCAL GOVERNING AUTHORITIES. `� - ---- ' f ° 134.50 tom' r tIf jj a. 134.40 1 i O 7. FILL WITHIN ANY FORMER BUILDING FOUNDATION SHALL BE CHECKED BY TEST PIT AND PROOF-ROLLING AND SHALL BE l __,, - j± ; 136.30 e 134.00 OBSERVED BY THE OWNER'S GEOTECHNICAL ENGINEER. SUBGRADE SHALL BE FORMED WITH REMOVAL AND REPLACEMENT OF FILL _____.____.._._.._._ __ _..___ ___ ..._ a . i1 itMEX AND REMOVAL AND REPLACEMENT OF SOFT SUBGRADE MATERIAL AS ORDERED BY THE GEOTECHNICAL ENGINEER. SEE GEOTECHNICAL REPORT AND EARTHWORK SPECIFICATIONS FOR FURTHER DESCRIPTION. 133. 0 8. THE CONTRACTOR SHALL COMPACT FILL IN 9 INCH MAXIMUM LIFTS UNDER ALL PARKING, BUILDING, AND DRIVE AREAS TO 95% _____.-..__.,........._._...._ 2 - t 1 TW=132.00 OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR TEST), OR AS DIRECTED BY THE BW=131.50 : O GEOTECHNICAL ENGINEER. _.__.......,_............._I _.___.._ ._._... _. _. ._J 1 TW=133.75 EXISTING GRADE INFORMATION Y `---- __.. (� ._� BW=132.00 \� _ i NOT SHOWN FOR THIS AREA. 9. UNDERDRAINS SHALL BE ADDED, IF DETERMINED NECESSARY IN THE FIELD BY THE OWNER/GEOTECHNICAL ENGINEER, AFTER TW=132.00 �N- S SHOWN SUBGRADE IS ROUGH GRADED. \\ TOP QF F 135.18 O PROPOSED CONTOUR S ' BW=131.00 CB-2 �. BUR$''= TOP OF CURB = j�j ARE APPROXIMATE. y ' TF=133.86 �� 134.36 CURB = 135.16 135.20 MATCH TO EXISTING GRADE 10. VERTICAL DATUM IS BASED ON MAPPING PROVIDED BY FUSS & O'NEILL INC. DMH71 INV OUT=129.36 x 134.57 ; h, TF=132.10. �� ` \ BOT. OF: ; � 7 135.70 11. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD AND APPROVED BY THE TOWN OF SOUTH WINDSOR AGENT PRIOR _ ..... INV IN=129.04 TO THE START OF WORK ON THE SITE. _ = +; �1a CURB 8 t L , INV IN=128.12 r �"'"`M� 134.88 /' 1' INV OUT-127.65 ° �'`� d �p0 12. PROPER CONSTRUCTION PROCEDURES SHALL BE FOLLOWED ON ALL IMPROVEMENTS WITHIN THIS PARCEL SO AS TO PREVENT F"` ~ • { THE SILTING OF ANY WATERCOURSE OR WETLANDS IN ACCORDANCE WITH THE REGULATIONS OF THE CONNECTICUT DEPARTMENT OF 16.3'-12" RCP ®3.99% ENERGY & ENVIRONMENTAL PROTECTION 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL. IN ADDITION, I t TW=131.50 THE CONTRACTOR SHALL STRICTLY ADHERE TO THE "EROSION AND SEDIMENT CONTROL PLAN CONTAINED HEREIN. THE BW=131.25 r ° 134.67 �'"' X' �` tis - �- \ , q- _ AT--SIDEWALK o,o j7 30" Z) CONTRACTOR SHALL BE RESPONSIBLE TO POST ALL BONDS AS REQUIRED BY THE LOCAL MUNICIPALITIES, OR SOIL CONSERVATION -- CB1 - TW=132.75 �. M o MAPL` DISTRICT WHICH WOULD GUARANTEE THE PROPER IMPLEMENTATION OF THE PLAN. T, 3t�.ou �f BW=131.00 :/ 135.25 i.r "- 135.50 M Q I IN-12#a 5 t g 135.2 TW=131.50 °� AVMCo 13. ALL SITE WORK, MATERIALS OR CONSTRUCTION, AND CONSTRUCTION METHODS FOR EARTHWORK AND STORM DRAINAGE WORK It, IN-12 �j3 , ro BW=130.00 ',_� ! SHALL CONFORM TO THE SPECIFICATIONS AND DETAILS AND APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS MANUAL. IV- 123.4£3 O JI CB-1 (EX) " _� �0 a _ " ` �, { t OTHERWISE THIS WORK SHALL CONFORM TO THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION AND PROJECT 135.25 - 35,65 ^- _ GEOTECHNICAL REPORT IF THERE IS NO PROJECT SPECIFICATIONS MANUAL. ALL FILL MATERIAL UNDER STRUCTURES AND PAVED ----� 1 TF=132.00 1 _ 1 f jt INV IN=127.00 135.25 Q 135.15- 135.00 _ a I ! 1 f If i t AREAS SHALL BE PER THE ABOVE STATED APPLICABLE SPECIFICATIONS, AND/OR PROJECT GEOTECHNICAL REPORT, AND SHALL BE - : ,Ma �_� ! I ! i / h j SPECIFICATIONS UNDER THE SUPERVISION OF A QUALIFIED PROFESSIONAL tRAjSE 1STING _- ' 135.15 t PLACED IN ACCORDANCE WITH THE APPLICABLE ' ' I ENGINEER. MATERIAL SHALL BE COMPACTED IN 9 INCH LIFTS TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D ! FRAME;TO 132.00' :_;�_ t ��35 I I t 11141 f , 1 �-+ W 1557 AT OPTIMUM MOISTURE CONTENT. 1 ' ` a 134.35 '`� z �'`�r _ 135.00 Ig I 1 E I MAPLE ll 1 I ! UJ -) C) 12 1 134.50 ci _ 14. ALL DISTURBANCE INCURRED TO TOWN OR STATE PROPERTY DUE TO CONSTRUCTION SHALL BE RESTORED TO ITS PREVIOUS at 135.15 135.00 _., I ' �G` t I T CONDITION OR BETTER, TO THE SATISFACTION OF THE TOWN OF SOUTH WINDSOR AND STATE OF CONNECTICUT. f j n y 135. 5 o { 1 1 ( MAPLE r C�' J 4 rJ o ° f` f a ti i • 13 A I i 1 c, I t � `~ 15. ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT SPECIFICATIONS MANUAL, AND THE LOCAL MUNICIPALITY'S STANDARDS �` j t� 'i!j; 134.50- "�- l -- ° o ;' %G, `' = t I a �� / kz t' I ' { `I � (� AND STATE OF CONNECTICUT DOT SPECIFICATIONS AS APPLICABLE FOR THE LOCATION OF THE WORK. ALL CONSTRUCTION WITHIN 1 j /jj�;�; �` �' ! �� o -. - ��- 'k EDGE OF BIT. rr^� A DOT RIGHT OF WAY SHALL COMPLY WITH ALL DEPARTMENT OF TRANSPORTATION STANDARDS. WHERE SPECIFICATIONS OR .r;, t j j. f _ i vJ 0 t j t *' J 134.60 ^if 135.15 135.00 AVE ° T �'1 tom~ !1 f c 1 i m W h STANDARDS ARE IN CONFLICT, THE MORE STRINGENT SPECIFICATION OR STANDARD SHALL BE SUPERIOR. f j+�f�t i;7 TW=134.00 r m -,�V: -` �` ;; c j t I L0 Z {�� BW 133.00 1/ f 34.35 \ i� �5: '�-- '1 �Op 1� ;r 1 0 > r 16. IF IMPACTED OR CONTAMINATED SOIL IS ENCOUNTERED BY THE CONTRACTOR, THE CONTRACTOR SHALL SUSPEND EXCAVATION J 1 =� a :� 135.15 a- r� I ' I { APL ! - j' f M WORK OF IMPACTED SOIL AND NOTIFY THE OWNER AND/OR OWNER'S ENVIRONMENTAL CONSULTANT PRIOR TO PROCEEDING WITH � C r ( /' '135.00 FURTHER WORK IN THE IMPACTED SOIL LOCATION UNTIL FURTHER INSTRUCTED BY THE OWNER AND/OR OWNER'S ENVIRONMENTAL `, ` i� R NtFQR I T t' d t t a ' �I''' t 1 X k 135.25 135.25 /+1 !a N CONSULTANT. N, 04`f /+� r 1� o PRODUCT NOTES: o +, _, 'L '{ ' F' o o � 135.25 " SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES FOR REVIEW AND ~` �t�� `t t 8"x8"x8" . Q 3 j ;� C� 1 z o� 13�t 4 Ojf1 tt APPROVAL PRIOR TO DELIVERY TO THE SITE. ALLOW 14 WORKING DAYS FOR REVIEW. `- G / i BC-135.35 J f f /r , 0 e ; Y FlZ G -- 1 _ N TC= 5.85 1 � °° 13 �14" -`f�O�E �0�4 I� � ,� ,' :�� t /tar � +w °' � � t r7 2. COPPER PIPE SHALL BE TYPE K TUBING WITH COMPRESSION FITTINGS. //// 1IR- •, f 0 Q 6 l �'N I� D I ri j / t / t X lr ' tl'i�t 4.0'-8" Ductile Iron C� .50% BC=135.00 AJ i ,jf fl � 3. GAS PIPE MATERIAL SHALL BE PER GAS COMPANY REQUIREMENTS. j/ SE! ti `� O © i \� ' "` 135.25 "` tl 135.50 3.`08` r j t I I t j n �� TC 135.25 BC=135.10 V V. ^U FE1' Ir . j _ CLEAN OUT LF �I ., I ! I j j t t r i 4. POLY VINYL CHLORIDE PIPE (PVCP) FOR STORM AND SANITARY PIPING SHALL HAVE BUILT-IN RUBBER GASKET JOINTS. PVCP t �� \"-' ^�5 �--�` Y ° q T = 60 I t 1 i 'i F ji 1 1 r r ' a o C 135 t � �l SHALL CONFORM TO ASTM D-3034 (SDR35) WITH COMPRESSION JOINTS AND MOLDED FITTINGS. PVCP SHALL BE INSTALLED IN t G `� , ! I I f 1 - 321 AND MANUFACTURERS RECOMMENDED PROCEDURE. aMH �?5 BC_135.00 ! j, ACCORDANCE WITH THE DETAILS; ASTM D2 `�.,,�� TF 126.65� r i G TC=135.50 1 f a 5. ALL RCP SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-76; ALL RCP SHALL BE CLASS IV UNLESS OTHERWISE SHOWN. • .,� �` /� ti G G a 4 134.50 $ I I ; i ' ' �" ' fFr r f i o JOINTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-443. 135.25 BC=135.10 I I �' 'r f I in n_ d I , Jj s o TC=135.60 i 1 r- 6. ALUMINIZED STEEL STORM SEWER PIPING SHALL BE CORRUGATED 16 GAUGE TYPE 2 ALUMINIZED STEEL PIPE. N = .013 UP TO � \ ( 1 f 1 36" DIAMETER AND SHALL BE 14 GAUGE TYPE 2 A.S.P. FOR PIPES 36" AND LARGER THAN 36" DIAMETER. ALL PIPE TO HAVE f s 4 ° �5 13 X 13 85 TF=133.50 l f 1 j� l 1 X o' CONTINUOUS CORRUGATION BAND COUPLINGS WITH BAR AND STRAP CONNECTIONS AND GASKETS. l ra ' TW=135.50 ® �p0% 1 INV OUT=129.50 I � X LU o } D CONSTRUCTION SHALL CONFORM TO ASTM C-478. r 4l BW=133.00 _\ , 7. MANHOLE SECTIONS AN - 34. 4 „ RGP \ y,,: I,:_r# / 1 t t` I// f j� � �- - y 134.06 S0 ,\nj - j t r r LLJ z CD z 8. HIGH DENSITY POLYETHYLENE (HDPE) STORM SEWER 12" OR GREATER IN DIAMETER SHALL BE HI-Q SURE-LOK 10.8 PIPE AS .. i 1'+ �� 1O 1 ERIC' I j1 t w O MANUFACTURED BY HANCOR INC. OR APPROVED EQUAL. HDPE PIPE SHALL HAVE SMOOTH INTERIOR AND CORRUGATED EXTERIOR - r I CB-5 (EX)r` 1, } / IVAE... j j t o AND SHALL MEET THE REQUIREMENTS OF AASHTO M294, TYPE S. PIPE SECTIONS SHALL BE JOINED WITH BELL-AND-SPIGOT JOINT a ~' TF=128.92 fl `�� �'�, 134.00 f " / j J I' f a 0 _ REQUIREMENTS OF AASHTO M294. THE BELL SHALL BE AN INTEGRAL PART OF THE PIPE AND PROVIDE A MINIMUM f INV IN=124.92 1 f t . � J ( �' MEETING THE ' I PULL-APART STRENGTH OF 400 POUNDS. THE JOINT SHALL BE WATERTIGHT ACCORDING TO THE REQUIREMENTS OF ASTM D3212 I f rn- t z z � E HDPE PIPE MAY BE USED 1 ` ^- w f L t ti ` j t i 7 j m o J m GASKETS SHALL BE MADE OF POLYISOPRENE MEETING THE REQUIREMENTS OF AS F477. ALTERNATIVE f IF APPROVED BY THE ENGINEER AND OWNER'S CONSTRUCTION MANAGER PRIOR TO ORDERING. l� �� ` -- `f i -' ` 132.24 a,..,, f r j 1 1 t i 1 � � t r` + ~ v Q ti r ''f \.TW=134.00 Q� ` f , J r ;i 1 �( LO J if BW=133.00 / tf l t t ? I j1 v 9. HIGH DENSITY POLYETHYLENE (HDPE) STORM SEWER LESS THAN 12" IN DIAMETER SHALL BE HI-Q PIPE AS MANUFACTURED BY r 'G <b Q. 134.14 �;;,' // ! I j f ! t Jj(j ! Yli/1 It j M J HANCOR INC. OR APPROVED EQUAL. HDPE PIPE SHALL HAVE SMOOTH INTERIOR AND CORRUGATED EXTERIOR AND SHALL MEET THE f 1 j I S 1 } 76 5-12 RCP `0 4.44% w w REQUIREMENTS OF AASHTO 252, TYPE S. PIPE SECTIONS SHALL BE JOINED WITH COUPLING BANDS OR EXTERNAL SNAP COUPLERS f 1 J t C ' �� � ':�.. f i 0 ' i 1 Cti 1' � e o d 5; to m COVERING AT LEAST 2 FULL CORRUGATIONS ON EACH END OF THE PIPE. SILT-TIGHT (GASKET) CONNECTIONS SHALL t I va __ f / / / / / / ` f I 1 l t ' ai w w 0 ci INCORPORATE A CLOSED SYNTHETIC EXPANDED RUBBER GASKET. MEETING THE REQUIREMENTS OF AASHTO D1056 GRADE 2A2. EIAH f i GY c fl .� - �� _ 134.00 / :y 1 f / , r j�L +r o o Q �„ T -i25. 3 r bay ^ _ / J j �!� � f o GASKETS SHALL BE INSTALLED ON THE CONNECTION BY THE PIPE MANUFACTURER. ALTERNATIVE HDPE PIPE MAY BE USED IF 1 jj . _ ��'� � �� �� , t, t Il f1 � Ln CO CO APPROVED BY THE ENGINEER AND OWNER'S CONSTRUCTION MANAGER PRIOR TO ORDERING. t i TMI•! \ 1 ✓ - a 134.5 / / / I j j / `' +Ij 1 1' to z 04 N N M j TF1, t:- B 3 134 N 10. PVC WATER MAIN PIPING SHALL CONFORM TO AWWA C900. f �7 o0j f ` / < I # ( M O n N � �1 r f f �t - TF=132.24 r / f t l t �Gijj O N N J t \ 1 \ INV _ 3� 134.25 1 cy o LPGti � t�V OUT=128.32 M L� % 1 # � ``� i x � o 1` j(( j l }t 1 t � <// f' /l l 1r t o 1, w o jr Q N G z a a YRA'. till'i. i tl 1 '`"^..-,..„ ' O QQ� t AI-. HJ-1,(0 MAI_ jLO NOTE: / I / _ /�✓ f (' 1 Designed M.J.B. U '' -.., -� r t 1 t� J �^�,,, p THE ITEMS SO NOTED ON THIS PLAN HAVE BEEN VERIFIED IN THE FIELD / ? M r `� ` ` _ i-�`' ~` f j Drawn J.A.K. r, '�� Gg .r I j .. AS TO LOCATION, ELEVATION AND COMPLETENESS. THE FOLLOWING j i - ; _ - ; Yr I ` r o Checked D.J.C. N OtYC ,r '� yl".. -,�._>' ` ._ r •�,_. Approved LISTED ITEMS ARE THE ONLY DEVIATIONS FROM THE ORIGINAL PLANS f i j 1 s �;a •.. :: t / a ! I. _ , CIDAPPROVED BY THE PLANNING AND ZONING COMMISSION AND STAFF / t =1 ? I t o scale 1 -20 APPROVED CHANGE ORDERS: .o.6, rt �~`� ' "� r� ? f 1w ! Nv. '��` 9.67 Z Project No. 13C4560-B ' Date 02/12/2016 MAPLE p 1 j ? ; V' CAD File: 1 . ADJUSTMENT OF SIDEWALK NORTHWEST OF BUILDING. ; ; GRAPHIC SCALE GD13C4560-Bo1 2. ADJUSTMENT IN LOCATION OF CROSSWALK NORTHWEST OF BUILDING. ji 20 10 0 20 z Title 3. TREE PITS NOT INSTALLED. m 4. ADJUSTMENT TO UTILITY VAULT LOCATION. ~' ' MA1=1I_c: �s " ,1 t s i SCALE IN FEET W GRADING AND °_t, I DRAINAGE 5. ADJUSTMENT TO SITE DRAINAGE. - �` I �' 6" T 1 ,� �- I I W M 1 _.: v i ew _ t ! _ PLAN �, 7 e '. m �, i t S MAPLE [ O Y� ---------------- j \ 1 ✓ T -- I `' Sheet No. SIGNEND AND STAMPED BY LICENSED L.S.` ~ z l` \ '�""'^,-,. s` t � ��..F r.,� ,,t Ci4''C.�•-' tail WG LLJ :y: _ ---� GD-1 f !I f X ©2016 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. l GENERAL NOTES1 Fimis 1 At b'Jappanr�I=<'rk �' j 4' I 1. A) THIS MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1 THROUGH 0, if 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE ✓Y ` ' ` i 1 ', ` II ` STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. Sife Domino B) THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND TOPOGRAPHIC ACCURACY CLASS T-2. IQ; D� 'n0 St Companies\ C) THIS MAP IS NOT TO BE CONSTRUED AS A PROPERTY/BOUNDARY OR 14fs � I t f J LIMITED PROPERTY/BOUNDARY SURVEY AND IS SUBJECT TO SUCH FACTS ARCHITECTURE Tite Promenade Shops u ___._.____7 j If \ \ AS SAID SURVEY MAY DISCLOSE. ENGINEERING at given een Walk � t 1 I I' ENVIRONMENTAL D) THE TYPE OF SURVEY PERFORMED IS A GENERAL LOCATION SURVEY AND ;. ` - - DEPICT THE W _ LAND SURVEYING S;itr , 1 p ( 1 15 INItN0t0 IU UtPICI IHt NEWLY CONSTRUCTED Sllt FEATURES 1iVIIH rr,Sr - - i # \ \ RESPECT TO STRUCTURES VISIBLE UTILITIES ROADWAYS AND CONTOURS. Wick J ` / \ > Northern I ILIls C'+� f� tttdts Or iJ I i c�' / E E -� Co ` 2. THE NORTH ARROW BASED UPON THE CONNECTICUT STATE COORDINATE ' t # X ° r '�c Cow 355 Research Parkway 132.1 ^o v � _ 6 b �� SYSTEM N.A.D. 1983 CORS96 . THE ELEVATION ARE BASED UPON THE NORTH S}aoplles at _. .._.. .._ ._1 ^� ,) �, \ Meriden,CT 06450 The Plaza at � Burkland IMIs " Slater Sheet I 134.4 � O\ \ AMERICAN VERTICAL DATUM F 1988 NAVD 88 AS DETERMINED USING GEOID ) c 1 t, i I� A e ,y/�/�h /,3) ( ) (203 630 1406 hd Buckland It#lls ( J ( ) 30-2615 Fax t `� � 12A COORDINATES AND ELEVATIONS WERE DETERMINED FROM RTK GPS 203 6 1111 � , 133.3 • / ` ` \ OBSERVATIONS MADE ON JULY 31 2015 USING STATE OF CONNECTICUT ACORN ' I / \ NETWORK THE BASE). SEE MAP REFERENCE A. ' l Con � \ C E . E E �urr�`rarn'ot Det e_`f 3. SURVEY INFORMATION E SURVEYOR MAKES NO t I E�-X �° THE UNDERGROUND UTILITIES DEPICTED HAVE BEEN PLOTTED FROM FIELD _." "' # I I' #° 1, / X \ \ \ NFO AND EXISTING DRAWINGS. TH yy ?; ection i I( I ° vI¢t I \ £ 136.2 1 •:4�' I i ;; 1 ,+ / S\•,,, i Strip n I /� m ` \ \ �n \ (;I IARANTFEc THAT TN` I ggnr7PGPn1IniD I ITII ITIPQ D`PIrTPn CO kAPPiSE ALL .CiUCH �� I F I # Q�`' i ° ✓ /3 `L \ \ UTILITIES IN THE AREA EITHER IN SERVICE OR ABANDONED. THE SURVEYOR ---- ---- - 1+ c ° °��° FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES DEPICTED t f ,i ,; •.�� ARE IN THE EXACT LOCATION INDICATED THOUGH THEY ARE PLOTTED AS LOCATION MAP t J 1 \° ,34.5 V m \ ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS l ;fl I 133.8 �, ` 134.2 \ ) F NOT PHYSICALLY EXPOSED THE UNDERGROUND UTILITIES. PER CONNECTICUT NOT TO SCALE STATE LAW THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF EXCAVATION. CALL BEFORE YOU DIG l f if ? - - __. G�a�s� 1 800 922-4455. __.. \ m \ e 4 l /' €!1 �. ' r6r, c 1 If Spoce� \ \ \� 4. EXISTING CONDITIONS SHOWN IN HALF-TONE ARE TAKEN FROM MAP REFERENCE LEGEND `' tl 133. TF=133.81 A & B. I 1 f Inv=Pipe Not Visible \ I m `ter=129.4 \ 1 0 -- - Property Line ' Strn MH 1 Vac { TF=1.33.17� Xi344 /fir_ - Easement Line ° In v=12�.8(N) C \ } I` c Inv=17(S) . .. . . . . .. . . . �� u�b �E� %8, \\ MAP REFERENCES Setback Line ; _ , ! tt ° \ Y e \ /nv 1�_7.6(W) j1 X 3 -50- _ _ _ Major Contour / tJ UJ �GQ / `�r 135.2X \\ A. "TOPOGRAPHIC SURVEY THE PROMENADE SHOPS AT EVERGREEN WALK °. � y Minor Contour t 1 7F=131.68 \ o ° , io c``fir ` HEMLOCK AVENUE & BUCKLAND ROAD, SOUTH WINDSOR, CONNECTICUT", ! ,` `�� G I �' // yam° e7- T \ SCALE 1"=20% DATE 8/6/2015, DWG NO. 15-026, PREPARED BY MARTIN n n Retaining Wall it Jr' I Inv=125.9(E) I °� ° l \ \ SURVEYING ASSOCIATES, LLC, KENSINGTON, CT. jC x x Fence - ?` 11 / / v / Uc B. "SITE PLAN, EVERGREEN WALK, TENANT SPACE AT PAD 500E, 151 a" San MH / ' \ �F ;r j BUCKLAND ROAD, SOUTH WINDSOR, CONNECTICUT, 06074", SCALE 1"=20', x 3 7 c \ 1 I l DATE 2 12 2016 V 1% =128. .46 UJ / REVISED THRU 10 28 2016, SHEET NO. SP-1, s s Sanitary Sewer i," / l // f 1 r 1 /nv=128.6(E) / r trr t tl ( I! r, PREPARED BY BL COMPANIES MERIDEN/CT. ----------- Storm Sewer Inv-120.7O "� / J \ cA // j , ; _ f, // O �\ ✓// Menu ° ` m «... f , ` l !1 if E E Underground Electric Line l �i / / / / 135 2 \ \ I^' l 1 jf ' n rQat 1 V / G G Gas Line ✓�' J / / 1 / Board 135.2 \ / / 'j i{1i i J ✓/ l 21 Decorative 1/ l /l `�� p/ ° GMirf �r: f Block Wall �a w C.i s s Sanitary Sewer �° \\ ,, r /�c : r+ 1 w, I :. ----------- Storm Sewer i f It . . . . . . . ci \ T TIC T���_T / �' V o Newly Constructed" G° �, \ E + 4 L.L. T T Underground Telecommunications Line 1 /t J / S'an MH 133.20 .. Retail Building i \ I I ! I l r t It !r` 134.5 . . FF Elev=135.3 is ;x �bb f I f f w w Water Line r ° � lnv-128.6 •••• • •.•. Q t i� TIC ' ,fi,' / ^ �Q } I ( I 1 1C1 i i Cable olk j' f /! / r, rn r w I '`' { , t t1 ❑ Han dho/e -� COO / / w N t' P A# t.l i { t1 1 Z C X 134.6 �; I f t + t rst LL! < O O I I f j ( - a / ` Utility Pole j fft ;r I c° / 134.3 1 c; l w I „ i ? 1'rt If it F fil (�/, v u Audio Speaker i. S� \ / W I ,° i 1 °' f / f f tt, t i 1 i„tr rf j Q / �''s / �p t' # i I,t 1<I 1#:. f f f i If f t f li r L.L o Electrical Outlett/ r' C O Light Pole 1 t 134.8 °c ? Jit # I r l ov ,'_ ljr J'j 1 M \ ti X 135.2 tl 1 f It ? itr f' ` # I I rl CO . . . . X 13 .4 ? PSI t,})I J('I. h iC 11t 1 1 i/ "r d i coE7 W ' OGM Gas Meter - _, - = .r. ;F2X . .'.' x 1 jlf{{ LO _ -�""'o % .. I r U ...............•. ..,. � � 4 / tl i f , , E i I fair 1J tf t ;r � � r•- �. Or'1' Gas Valve PtY. Iry oC C9 t // to t I L i I a i 1/� _ fir' i' tl _ Ct t f, i Z O #ttJ. f}II1 .IL i �� / 1 j i t t 1 l +} co UJ C/eanout r _ a 13a-7 0 # 1 # i 1 ' li /Ji � I I FE. I ❑ CB Catch Basin I. 26, 54, ,. % Grass � \ � 135.1 / i / / � i � ' 1 # V= 14 �' r n j, '! U�. ,c g pV O MH Manhole t c�� s o W O rl s . . .. . . .. . -b- Fire Hydrant ,_- ii„ o� oo v° / 1 i # ; i f , t 1 J( t t ti i iir I- t . . . . . .. . . . . / w E �l o Lyv Wa ter Valve l \ \ �,.`� c / 1 Is / \\ co/,Q Gros s vo / / / „C„CE3 # ! J f > ! ! tl { t 1 i O" s \ _ i/ TF=133.3E j , , r r i Sin \� x134. _ _ - - Mulch / / I <�! If g INV. IN= 24.6 NEW 12"RCP / \ 0 Co'7C x134.3 /%/ lnv=129.4 1 1 Ei. IF.st � /' tr 1jtJ • Bollard fi ( ) s` \ �� CurYj P.� / W jt t jj t I 1' �\ \\\ j / / / 0 Irrigation Control Box ? ; '# Grease Trap/Access �/ t !t t San MH v c / , r i 1 r ~ \�i RLy In v=1 JO.0(Ou t) S ��` / ! r�A#li i 1 TF=i 34.94 f �Ly / Space G` jlj f r I ' ; ; 1 i 1 t r t \ •y ; eJ Inv=129.3(N)/ ! \� / WW_� s / i f rt�+ i t1 Deciduous Tree \, iJ ;n v=129.4(E' FI \ /%/ /�G / ' f j j 1 jl i* 1j �+ '' E �. #i l#.IY .P!: �\ \�\ �� ``WW` / ,��� 4 / i 1 i 1.,1/ C� W\ / / t it �• t � rT Rco ` i / 1 f ii Coniferous Tree t`i \ 1 i K )f f/ \.it `�\` l \\ ~ j i/ \ W� pace Wes` 133.8 G f i i. t j tt fi t 1 \, ! \ ;� �nC W \ x T• `s r ^� - CU�b \ If M i r ;1✓ ''� = ,`=� %`ti., q'€� t �\\ Conte, / � / Gam` � (,� r`.t , y� rr / 5 lir `�fft "yi S'" k:, 134.5 �l k f t ! r f f (1 f j=)1 )1 L.IJ :. ' r r ` i It /Q\ °`, rJ v �+ \\t� } ' I F L,: �� I=1 rt 1 rir �, J �� - TT 134.4 UICh // I 77.6( J' `\ _ ii .1.T '! a 1 »C„CB � O z✓ f it / t `'r 7 �P , I`✓' ':'� \` ``��,. Y>' < (7Q1 l n % ,f „ i[ kit 1 .TT' '(J t ^I { r '� •", !Fj t ��I��; I.� ". ��' P'..�; ,. TF-131.99 � s' ,���( � / , � �� ,r Inv=128.1(W) h a i. r t fr / 1 i # In v=123. 3(E G ) �O j f q Zi „ • ;t i.__✓, i Er, t ,, f `�. \ y` . t t r r it Y , r , , t_ ,...� l __ L.• } � -.. .` \\ `�� ' 1 <�3t ' 7 it x wv. t ~\H + ,E •q r ;�:,> % +I I€ 2 57 i 1t �tt ttr fJ t OOI -1 3" 15 a ,6 U)J oM #Nt " �WV jINY. ; I Im:1! >� KinPl # , 1 C Cn 11 NOTE: # _ `� -�, .,, i s THE ITEMS SO NOTED ON THIS PLAN HAVE BEEN VERIFIED IN THE FIELD Surveyed CA/SB `\. w t�' �► t; ;` AS TO LOCATION, ELEVATION AND COMPLETENESS. THE FOLLOWING Drawn AV 1 :: >. \ k J' LISTED ITEMS ARE THE ONLY DEVIATIONS FROM THE ORIGINAL PLANS ` I Reviewed RHR M `u ✓\ ? I"� - I ; APPROVED BY THE PLANNING AND ZONING COMMISSION AND STAFF °w r _. ! ` APPROVED CHANGE ORDERS m \ ~ ;��r` ` .,,,, ,` h r r .•,, -�, . r�,j � Scale 1"=20' t # # I.1 t'E f r"t I t Project No. 13C4560 \\ 1. ADJUSTMENT OF SIDEWALK NORTHWEST OF BUILDING. F � «� , N LOCATION OF CROSSWALK NORTHWEST OF BUILDING. Date 07/17/2017 r }` t"' s C; i` i` 3. TREE PITS NOTINSTALLED. Field Book N/A o �\ t t '' r i. I '' 4. ADJUSTMENT TO UTILITY VAULT LOCATION. / . ! "~ '+ .N s i ? 5. ADJUSTMENT TO SITE DRAINAGE. CAD File: ' r c> AB13C456001 !s'' J Title ti N :; S' ., i + 1, ROBERT H. ROPER L.S. # 8469 m GENERAL 7 ' I LOCATION Ii l l SURVEY a 1 TO MY KNOWLEDGE AND BELIEF THIS MAP m N o , 1 IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Q o EN Sheet No. M GRAPHIC SCALE � \ : I` I !1 20 10 0 20 r I ��� �, � ��� H #-# � � I, ROBERT H. ROPER L.S. #18469 X NQ lc @, i 1 AB ■ SCALE IN FEETy, I NO CERTIFICATION IS EXPRESSED OR IMPLIED UNLESS N o " , 1 THIS MAP BEARS THE ORIGINAL SIGNATURE AND EMBOSSED o + ' :` SEAL OF THE ABOVE NAMED LAND SURVEYOR. L x 02017 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.