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Home My WebLink About1000 SULLIVAN AVE DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT Application is hereby: TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT PRO D 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 ,� 3 Date Bfing Inspector Application must be printed or typed FEE SCHEDULE �- J Location of Job: /d0 y 6 1 ' y4r l /9LIe--, $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. r� - APPLICANT APPLICANT ADDRESS / eex d� APPLICANT PHONE# J 6e .2 2 05-0 O W N S'e. OWNER OWNER ADDRESS OWNER PHONE C ESTIMATED COST$ 1-5—eI616) 7Z, IS THIS A CONTRACT COST? Yes _No lL o rj�G FEE ENCLOSED$ TYPE OF JOB: bSO R•C O� New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF YSTEM: TYPE OF BUILDING: EATING ❑RESIDENTIAL C OCOMMERCIAL VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC Cl WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE °F INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) -L,�v 4-nw 4,4 —S GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH) TYPE OF 1°]TEL ❑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) DESCRBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) Sc &/y//µc L redC,474J5 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 e-� THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 3 6):� a 7� - 5l L fi CONTRACTORS LICENS YPE STATE SIGNATURE OF APPLIC DATE �l S ' (Daniels Electric, Inc. CT LIC# 103122 6 Sandra Drive South Windsor, CT 06074 Tel. (860)289-8512 Fax. (860) 289-2091 Date: March 30, 2005 To: Electrical Inspector Town of South Windsor Re: 1000-1006 Sullivan Ave I authorize Bernie Morissette to apply for an electrical permit for the referenced project on behalf of Daniels Electric, Inc. Signed i/� �-� Daniel Etienne—President CT. License 4103122—E1 10 O J C -i m � Tio Wn ap slou� ?d&U1&)1t 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 SOR•CO TELEPHONE(860) 644-2511 September 15, 2004 CERTIFIED#70020460000197443715 Timothy Moriarty 90 Skyline Drive South Windsor, CT 06074 Re: Appl. #2627-04—Timothy Moriarty, 1000, 1006& 1014 Sullivan Avenue, GC zone Dear Mr. Moriarty: At the meeting of the South Windsor Zoning Board of Appeals held on September 2, 2004, the Board approved with conditions appl. #2627-04—Timothy Moriarty, 90 Skyline Drive, two variances: 1)a 30'variance to section 10.4.1 to allow a 20' buffer on the northeasterly comer of the lot(50' required); and 2)a 5'variance to section 13.4a to allow a parking lot area with no perimeter screening on the common boundary line (5' required) at 1000, 1006 & 1014 Sullivan Avenue, GC zone. The Board concluded the hardships on the property to be as follows: 1) The buffer reduction will create more consistency with adjoining property as an integrated parcel; and 2) A safety condition will be created with the design of a shared access driveway. The Board placed the following condition on this application: 1) Approval is contingent upon the conveyance of the portion of the Leonard property, as shown on the plans submitted, (plans prepared by Design Professionals, Inc. dated 7/12/04,job#1880); and 2) Approval is contingent upon site plan approval by the Planning and Zoning Commission. Any new building, or alteration/additions to existing buildings, requires a building permit prior to start of construction. These actions are effective upon your filing the enclosed form in the Town Clerk's Office at your own expense. Very truly yours, ephe6 Wagner, Chairpe son Zoning Board of Appeals SW:dr cc: Building Department Design Professionals, Inc. RECEIVED SITE COMPLIANCE CHECKLIST OCT 2 7 2005 TOWN of SOUTH WINDSOR, CONNECTICUT SOUTH WINOSOR pIANNING DEPT. 1000 SULLIVAN AVENUE LOT_# Reviewed By 13D (Engineering) ORLANDO ANNULLI & SONS, INC. Date Reviewed Jo/27 oy 4 i /Denied^-)113 PO BOX 610,MANCHESTER,CT Reviewed By lanning) BP # 31533 Ph_# 644-2427 Date Reviewe �,, , prove /Denied Date Submitted 00/00/00 ***** FOR C o O ***** oy-c(, As required in the Zoning and/or Subdivison Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A n J1tJ b S 1. Approved building permit plan u� 2. Finish grading per approved building permit plan Lt / (W 3. Site work; i.e. trees, shrubs, / dumpsters, required parking y 4. Utility location; a. sanitary sewer/septic system b. foundation drain C. electrical & telephone d. water e. ether J� 5. Sewer connection charge paid ✓ 6. Appropriate certification 7. Bonding 8. Planning & Zoning/ Inland Wetlands Considerations A. Lighting B. Signage Freestanding Wall C. Fee in lieu of Open Space Sewer Permit No. Pav Exc # r / COMMENTS: Grr�.d 5 tech A j-IS4 Status: / ✓3d "H'.AvJS SfiOyJ SRj.n J S�� g, P.ss Z...-c Sl St} 1-+ Corntrs "F'G-IJ4 E-s"- rk 8sc� w c� - �fSQ "1 eta:1!'/ '�`�rf�-`Iy �� tie.. ,;,�s�S•� �s i �t -� �7 Electric# APPLICATION FOR BUILDING PERMIT P16-mbing# 1000 - 1006 Sullivan Ave HVAC # Date: Sprinkler# No• 28048 FINALWPRCWEstimated Cost $ � 4 o Building/ COMPLETE RED BOXED AREAS Permit Fee 3 7, EngineerTYPE OR PRINT ONLY Occupancy Fee $ Affidavit SIGN ON REVERSE SIDE Appr.for CO. Total Fee $ TO BUILDING DEPARTMENT,TOWN OF SOUTH WWDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following specifications: Job Location ELot No. Side of Street Zone Applicant S t M . i�r�;P,t.rs 1 S > V 1 ; ('c11uFi Y�- Tel #_ '7- V L�`7T— Address I u Ph gut i�-N C j _ Zip 06 1) I Lic. Q 7 Owner ti;n n_ Address I/; ��...- 4 LA _ f1 '' ^ Architect Address Sq. Ft. New Area: lst FI. 2nd FI. 3rd Fl. Total New Area #Rooms #Lavatories #Bathrooms #Garages Purpose of this permit: !�,Tr-1 P ICI'1 ,' ,tf f"^-e—T- I � Y' ytr 117�1.1 City Water ❑ Well ❑ Septic System ❑ Sewer ❑ Ins. H.O. S.P. Cert. Area Basement Garage Approved by LZ 4 A; Date 7%/-C / Use Group Construction Type Revived 1197 f ; 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 k)cated in which this building and its use is allowed. I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS 1 t Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-28048-B 2,400 B10 FINAL 12/22/03 JFF A B10 FINAL 12/22/03 JFF A CLOSEOUT Electric # / 5-3(-/ APPLICATION FOR BUILDING PERMIT Plumbing# �.� ' / �.`,�14 st 4 HVAC # 1000 Sullivan Avenue Date: 3-2/-05 Sprinkler# 31533 _ FINAL APPROVALS -- -- - Estimated Cost $ Building F000- SIGN Permit Fee $ En neerin PLETE RED BOXED AREAS Occupancy Fee $Affidavit g TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr. for CO. a Ios e ON REVERSE SIDE 1 1 ps --- - Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant ORLrA14V A"W 4 SOUS .ir`1G Location of Work /000 S -1 ,tyc.W%IA gWL1E Lot No. Applicant's Address ,--70 1&x b10 Tel.#&&- 644-447 Town t46&e449ST99_ CT ZiP40045-4610 Lic.#00900 iB Owner SGoTT l r¢ONbeD Architect C6121.. Wo0TVtJ Owner's Address t 10 LAV9jVDjK L. 0& Architect's Address 25 DOME 12gC 1_y 49-L CT Zips MAN61::& l G7- Zip Sq. Ft. New Area: 1 st FI. 2fj5(0 2nd FI. 3rd FI. Total New Area�.QSfy Purpose of this permit &I LAMG PA'ami r ominy - 64VI A*S j NSTI 7VTFL 8 Z4X,4-4 I A&U, City Waterd Well❑ Septic System❑ SewersK Ins: HO S ert. Basement Garage Approved .VJ Use Group _ Construction TypeC_ Revised W02 lli(�i(4C,{ "- (; 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 pr er distance from all street lines,side yard lines,and required distances from all other zones and is k)cated in which t ildi a d its use is allowed. Signed IZ,4D DCPJ 424 Sa vS I hereby apply for a Certificate of Occupancy for the work descrAd in this application for the permit Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Location of Job: AFFIDAVIT Additional Fee$ — 0 — State of Connecticut) ss.South Windsor County of Hartford Owner I of Agent for the building erected 3 i 5 3 3 Contractor under Permit No. issued by the Building Department of the Town of South Windsor being duly sworn,make oath and say that the actual cost of the completed work authorized u id was 4 U 5, 0 0 0. Signed Subscribed and sworn to before me this day of A.D.20 Estimated Cost$ 4 6 3 ,6 0 0. Difference: S — 0 Notary Public Inspection / Approval Date By Appl Code Description - ----Due-- Whom Code---Comment- ----- -- - - ------------------------ **-31533-B 405,000 I y BO1 FOOTING 04/06/05 JFF D NOT READY E01 SERVICE 04/11/05 PJP A TEMP POWER BO1 FOOTING 04/13/05 PJP A BO1 FOOTING 04/14/05 CJD A B02 FOUNDATION 04/18'/05 PJP A P02 UNDERGROUND 04/26/05 CJD A E02 UNDERGROUND 04/29/05 CJD A E03 ROUGH 07/29/05 PJP A WALLS ONLY, NO B03 YET,LEFT VOICEMAIL FOR MIKE OF ANNULI TO SCHEDULE ROUGHS 1�B03 FRAMING (ROUGH) 08/03/05 PJP D SUPPLY UPLIFT SPECS FOR CLIPS OPLATE,FIRECAUL DRAFTSTOP E03 ROUGH 08/03/05 PJP A FIRECAULK P03 ROUGH 08/04/05 PJP A PRESSURE TEST DONE,DRAFTSTOP AND FIRECAULK COMPLETE B04 INSULATION 08/04/05 PJP A E03 ROUGH O8/08/05 CJD A B09 OTHER O8/10/05 PJP A ABOVE CEILING BREAK ROOM E01 SERVICE O8/10/05 PJP A B04 INSULATION 08/19/05 CJD A B09 OTHER 09/21/05 PJP A W/MIKE,SECURE RIGID CONDUIT ABOVE CEILING, TWO LIGHTS BACK ORDERED TO BE INSTALLED PO4 GAS TEST 08/04/05 PJP A PRESSURE TEST B09 OTHER 10/19/05 CJD A PRE CO. WAITING FOR FIRE MARSHALL REVIEW 10/2 2 **-11964-P 4,000 **-12499-H 15,000 **-11966-P 4,600 **-19534-E 35,000 Total Est Value 463,600 r, 1 I l �� 1 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT Applicat' ' hereby: TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT f/ Cl�- V D 1540 SULLIVAN AVENUE Bldg.Permit# i 644-2511 ext. 230 15?3 Date Bflfjng Inspector Application must be printed or typed FEE SCHEDULE Location of Job: /Amc t I IJ pw'c, 1Ekb $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT r Q j(;� S ram,►� L y . APPLICANT ADDRESS I paw t n T 0 )-L, APPLICANT PHONES� r4 #++__ OWN S F,q OWNER ,.N_�fIT"wryA" OWNER ADDRESS &07 * F, OWNER PHONE C ;D ESTIMATED COST$ �z' Cqer*tL •� * IS THIS A CONTRACT COST? _Yes ✓ No FEE ENCLOSED$ - C� lip, �� TYPE OF JOB: R C New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? ElYES 0 NO O BUSINESS CURRENT USE AND OCCUPANCY QQ O ASSEMBLY f,�iSi N"mil' ❑MERCANTILE FUTURE USE AND OCCUPANCY L1 EDUCATIONAL ❑INSTITUTIONAL O FACTORY ENGINEER'S NAME PHONE ❑ STORAGE 0 GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) �^ TYPE OF INSTALLATION_ 0910 AU'ht. SIZE OF MAIN DRAIN N NO.OF TOILETS_ STYLE SMit NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE y M AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES_, KIND ItlOQ ft.,; 04 ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES )I NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR k14 SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN I� „ SIZE OF WATER PIPING&RISER WATER HEATER: TYPE 1� � MANUFACTURER A. 61 7* DESCRIPTION OF WORK Sys✓ ado" HEREBYTHE UNDERSIGNED APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. �� ► cT . CONTRACTORS LICENSE N TYPE STATE SIGNATURE OF APPLICANT DATE S DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT Application is hereby: TOWN OF SOUTH WINDSOR PERMIT#/E R� BUILDING DEPARTMENT 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 3/ 31 Date BuA I ng Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Streef No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT —le APPLICANT ADDRESS /7 ,V6 U G Z APPLICANT PHONE# O W N St OWNER OWNER ADDRESS OWNER PHONE C ESTIMATED COST$ U •� IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ 7S, �Y�SOR•Co TYPE OF JOB: .New Installation _Alteration/Addition/Repair 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 BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY'`/L ❑EDUCATIONAL ❑ INSTITUTIONAL ❑FACTORY ENGINEER'S NAME //[C �p .-�, c�r�r / ONE o1,,,,1 2 nSZ0 ❑ STORAGE �) ❑GARAGE ADDRESS ❑ MIXED USE _ CITY STATE ZIP O 6 oyZ (Other please specify) 10o�-.�e l TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS U STYLE NO.OF BATHTUBS 0 NO.OF SHOWERS Q 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 c'Q KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑ISO 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 1�le MANUFACTURER DESCRIPTION OF WORK New -z3arytiu h THE UNDERSIGNED HET=17=0 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. ?_�so q'i 5- T I — L-7-r- CONTRACTORS LICE NO. APE ST TE SIGNATURE OF APPLICIT DATE`J n �� a la ..� DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Applicatio BUILDING DEPARTMENT 1540 SULLIVAN AVENUE ► Bldg.Permit# 644-2511 ext. 230 ? S 3 a e uilding I pector Application must be printed or typed FEE SCHEDULE Location of Job: )aoo 5,4ZL,v 9..f E $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ELzc-rz1C , Iuc- APPLICANT ADDRESS 1>2 W s N O OR-3 (1, APPLICANT PHONE# $`�• S ,� O W N St OWNER M F G L I Ooo-1 ac)c9 A vE . LL-L. OWNER ADDRESS 110 LAv-,a1z �- C ) Ro N w` Cz OL:ok.--7 OWNER PHONE $Go -Sgo - 3 a 3 C � ESTIMATED COST$ �,5'�p o o IS THIS A CONTRACT COST? _Yes /No FEE ENCLOSED$ SO. •C� TYPE OF JOB: R ,/New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? WYES ElNO O BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY O MERCANTILE El EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD Mr- CA P L C SIZE OF SERVICE a 00 A SIZE OF MAIN CONDUCTORS 3/a C v . NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES dNO NUMBER OF LIGHT CIRCUITS is NUMBER OF POWER CIRCUITS a 0 NUMBER OF SWITCHES a 0 NUMBER OF OUTLETS Yo NUMBER OF LIGHT FIXTURES S v NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS a SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK r�1NJR-►►v9 df NEW 6n�:ry 6vgG . Tz' INCWi)C TEMP. -SE2wCE b6N"TINFL �ITcHIES , Ht/Ai� WI2�+Uq l=, SCRvIC� 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. IZ)31aa CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT ��'}� DATE 3-3 d-o S- APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Ap on ereby: BUILDING DEPARTMENT P O 1540 SULLI'VAN AVENUE r 0 0:32 6 BMg:.Permit# 644-251 i.ext. 230 Date 11ififfinglanspector Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 /0U C1 5 v I I�v�a r, Over$1,000= Street No. Street Lot No. $15.00,per$1,000 or any fraction thereof Tenant Designation Apt:No. APPLICANT O eloo�f-4 t fV rf APPLICANT ADDRESS .el` �&I-c a CfF APPLICANT'S PHONE# O ' OWNER Q�'�- &e o rM c '�O W N S£44 OWNER ADDRESS O OWNER PHONE C ESTIMATED COST$ 13 S O *'l U IS THIS A CONTRAk%wCT COST? Yes No FEE ENCLOSED$. � o TYPE OF JOB: SOR-00 New Installation tL Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF B m:DIN . IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMITAPPLICATION? O YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY Er BUSINESS O. ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE O FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION!WIRING METHOD, SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES O NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES 3 NUMBER OF HEAT CIRCUIT'S NUMBER'OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK aw Wd V 14 1C l i ' fir)<l fi0 . 0 C 1: h 19 eci v rc ; lie a de -to ( d\,;c.lr GP f a�. = "oq �L�.IC�i✓u�: L�c�h�� ,y cf. THE UNDERSIGNED HEARBYAPPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK (�101-1 j rJ - L:_ I CONTRACTORS LICENSE NO///,L TYPE STATE SIGNATURE OF APPLICANT DATE /d I /-?R<r a!' l i 406e-ri en hlev i o :Wi c . • FRONT THE DESK CF RICHARD LANGLEY PAX 860-22.,S-1046 L E, Z"0 EL ECTRICA L COA'TR-1 CTORS L.L.C 434 ii'all Street Hebron Ct 06248 CI License;, 1041'7 E-I 1000 Sullivun Ave October 14, South f Vindvor Ct Authorization 1'M?Richard 31 Langley Owner of Lenco Electrical Contractors 434 Mill Street ffebron Grant authori.ation to our employee Kevin Strid to apply for electrical permit in be half of our company.for the fidlowhm reference project. 1000 Sullivan Ave Owner Scutt Leonard Scope t f work • Hand Excavate IX inch Trench from existing pole light to the nel+,prc;fabricated building • b tall 3/4 PVC conduit and caution tape in trench. • Extend 20 amp 120 volt circuit,fro the pole to the Prcfubricated building. • Provide general wirinkg_for out inside the building Lighting and outlets. • Cost S 1,350.00 Respect%ally , � A' hand Langlej / Owner 1 enc:n Electrical(onfracrnrs L.t..(.'. I RIC LANGLKEY CONCEPTS OF CONSTRUCTION AND DEVELOPMENT L.L.C.&LENCO ELECTRICAL CONTRACTORS L.L.0 E-.'AIL RICLENCO@GMAIL.COM i �t � i ;d f -. 'r :� J .r J I .: 4 �,� � 7 �3 r� _. � I (fie?',' .2'!�. �. ,.�, r. _ ,I +� - _ �. � �. .. � _ , } ,..� � � .. .•� T..t ., J � ► _ IrR , . A*. tip, rx } to, �. ,.. .,. I`\ r AMPIPF i� � ,^ a ��^ *s l �: 7--.. �� ,L r ��'� � � 6� �fr 1 . I �;` r i .� ,ice � �i � u., � _ � � �. �9 .`� ,. � �x1 � �� ' r a' �� " ,� % � 4y'.Y.p � � �� " _ 1 ham. ♦ f� -_ / Fri F ;��Y... t f 4 � r� i ��. � � t 4' +�, r- 1 � , ri �" F � , ;t. � C kj 1 �`"' �, � • . /^ ^ / . . . ! � ! \ \ � Sent from myiPhone -r; �qr AP x L ink- s �W 0" 1 �arvi. vJ w 4 1� �} 1► 1f �� 6:R Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight(48)hours prior to the start of major construction work with inspections and testing per Developers Checklist (requested,required) for the following: a. After site is staked out b. All drainage work c. Preparation of subgrade, compaction tests as per Developer's checklist d. Preparation of subbase, six (6)inch lifts e. Placement of bituminous concrete,two(2)inch layers maximum 3. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company. 4. Certification of all products used -- storm pipe, structures, pavement, etc., shall be presented to the Town Engineer prior to installation. 5. No' subgrade formation/base in frozen ground/snow. Same for pipelstructure installation. 6. As built plans are to include horizontal and vertical ; kin of all underdrains, . footing drains, and sanitary sewers and house s as-built checklist. ervice late I, located as per revised 7. All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 8. y problems and/or questions regarding construction of this project will be directed �f- Brad Downey in the field at phone number 860 644-2427. �Q 9. All filling to be done in accordance with Department of T "U To be compacted in maximum lifts and tested as necessary. specifications. 10.Job meetings will be held as needed,and can be called by the developer or Town. 11. Seventy-two-(72)hours' notice needed for certificate of occupancy inspection. 12.Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 0(A4- Iku I� L APPLICATION FOR PERMANENT SIGN PERMIT Zonis tippfoval. 1000 Sullivan Avenue Est. Coy: No. 32034 Per ' Fee. A o R A r ed: Final Inspections: Buildin Zonis G O(v (SCUPir1T> V6+r{Lkf-k--- +- ZTerlcin S Applicant/Business Name OAI•AM'XJ ANNuw Ar-'� SoNs 1 MC• (69^/&/2At ccN��)ZS) Address 10 &x 610 M4W—#iS�f C 0ra45-o6,io Phone 860 - &44-24 Z7 Lesataen of Sign /000- 1670& SLJLU✓4-AJ 4"&• Zone TYPE of SIGN: ❑ Wall or[?fFree-standing [✓rNew or❑ Replacement Illuminated?Q,/Yes ❑ No Proposed Sign Size (square feet) ,4.8 Sign Height 8 L& 2�� No. of Existing signs on site Free-standing Wall Description of sign materials and lighting: F41NPrVitJ &L_Jm'0JL)/A AC42-'O-C ATTACH PONeL.S FkjC Coo(Z(&M 4 S�MNE p - �n?(f"r{l.�JAIL DIAGRAM OF CP,&tjf. SIGN INCLUDING I have read, understa and a e to abide by the South Windsor Zoning Regulations, Signs. DIMENSIONS Applicant 5i?AyD Z)OWAF Date 9'Z&-05 Property Owner Sco T i Lf )Aj/--4ZD Date i 1 � ~ IMTL Accurate information you can rely on. Final Report of Special Inspections Project: Savings Institute Bank&Trust Location: 1000& 1006 Sullivan Avenue, South Windsor, CT Owner: Scott Leonard Owner's Address: 110 Lavender Lane, Rocky Hill, CT 06067 Architect of Record: Karl Norton Architect,LLC, 25 Ledgebrook Dr.,Mansfield, CT Structural Engineer(s)of Record: Girard&Company, LLP, 10 Waterchase Dr.,Rocky Hill, CT To the best of my information, knowledge and belief, the Special Inspections required for this project, and itemized in the Statement of Special Inspections submitted for permit, have been performed and all discovered discrepancies have been reported and resolved other than the following. Comments: This Statement of Special Inspections refers to the Savings Institute Bank and Trust building only The second structure on site has several elements that have not been inspected and the building is still in progress at this time; and therefore, the entire second structure only is considered non- conforming. Interim reports submitted prior to this final report form a basis for, and are to be considered an integral part of this final report. Respectfully submitted, Special Inspector Y caN1ve i1W h�Ra �Y cis Richard K. White, PE 10/25/0541 �� •,, �^ Type or Print Name Date Signature ate Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imda.com Test reports may not be reproduced owcpt in full with 57 N.Washington St.,P.O.Box 745,Plainville,CT 06062 F 860.747.6455 www.imtict.com approval of IMTL.All results relate to the items tested. I 0 0 OCT 2005 ORLANDO ANNULLI&SONS,INC 10/25/2005 15:44 8607476455 IMTL PAGE 02/02 —A IMTL Accurate{nfurmation YOU can rely on. Final Report of Special Inspections Protect: Savings Institute Bank&Trust Location: t1000&,1006Su1liVAii Avenue,-South Windsor,'CT J Owner: Scott Leonard Owner's Address: 110 Lavender Lane,Rocky Hill, CT 06067 Architect of Record: Karl Norton Architect,LLC,25 Ledgcbrook Dr.,Mansfield,CT Structural Bnglncer(s)of Record: Girard&Company,LLP, 10'Waterchase Dr.,Rocky Dill,CT To the best of my information,knowlcdge and belief,the S eci itemizedSpecialP Al Inspections required for this ro'e an an the Statement of P � � d discovered discrepancies have been reported and resolved other f for permit, have �g G en Performed d all Comments: s tatement S ecial Inspections ref to the S avin s In 'lute d Tnist ---�. S of p sn ns ers Q sh Bank an buildin I e second s ,ture Qn site several el ent at have not been i DeCted and the buildinz is stiU in esahis time• and therefor the lire second c only ig consid non- Interim reports submitted prior to this final report for m rm a basis for, and are to be considered of this final report. nsidered an integral part Respectfully submitted, Special Inspector aVq!eO►rp�� 'chard K. WhitM PE 10/25/05 , s Type or Print Name Date '�, fi _'� �• '� lgnature15at6 I I r Independent Materials Testing Laboratories,Inc. T 860.747.1000 mad2@imrlct com 7eK K1.0 mV nor be PrWuW cxa r in fill 57 N.Washiayton St.,P.O.Box 745,Plainville,Cr 06062 F 860.747.6435 www imtlet tom appwvzl of IKM.All raula reLaw to rM hems cued APPLICATION FOR PERMANENT SIGN PERMIT 1000 Sullivan Avenue o proval• Est. Cost: $ aid No. 31933 Permit Appr _ Final Ins n • Electric Permit# Buil Zoning- O 2(o(45 _Di To Applicant/Business Name SI6QL_k_V ( fJL• '\� '� V cd Address G C.U��rw- �r' , N cr- f l /1_ Phone 2Q 3- 23 q TQTo I i Q) Location of Sign f to l V a-✓1 Zone k �lv u�l[er• TYPE of SIGN: Wall or❑ Free-standir M New or❑ Replacement Illuminated?(�Yes ❑ No ��x�kS a rue Q �n ,%XN / " ; In. ,, Proposed Sign Size(square feet)��•5 Sign Height /o No. of Existing signs on site Free-standing ,5 Wall y 1 oAR\ uV ® -4 S Description of sign materials and lighting:- '(1" f'--cK Fly c%A,c ATTACH (M At /0'/V DIAGRAM OF SIGN 3 Loa`l S��S> INCLUDING I have read, understand and agree to abide by the South Windsor Zoning Regulations, Signs. DIMENSIONS Applicant--,," Date Y 2 ? 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U, (III III I I III 111 n!�I!!! I�I II1 I i !�I!��! I��1I1 I�I 1 I I all�i 111 A-4 6 � Pantone P 343 C VVP n o n o 0 0 0 o n o G c o 0 0 0 0 o a n o 0 ILLUMINATED 2'X15'-6" : D TO THE Savings Institute Bank '. 5 51DE5 1 1"Cap h Y 516N _ '. 3 51 DE5 i � f � I i I i 4 `.- O C C C G p p G O O 9 G G�A � G G G 0 4 G G plp �'G ono GEC GIC ._ .� i I 4°MM 4 -own 0-Ye SIOU644 V&?� 'r 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 sor.co�'` TELEPHONE(860) 644-2511 CERTIFIED MAIL , December 16, 2002 Scott Leonard 50 Fenn Road Newington. CT 06111 Dear Mr. Leonard: Re: Appl#97-90P,Dunkin Donuts Site Plan/1000& 1006 Sullivan Avenue five-year extension Dear Mr. Leonard: We are pleased to advise you that the Planning & Zoning Commission voted on December 10, 2002 to approve with modifications a five year extension for the above referenced application for a Site Plan of Development for the retail addition on property located at 1000 & 1006 Sullivan Avenue, GC zone as shown on plans prepared by Design Professionals, Inc. Job No. 96-925 and revised through November 21, 1997. This approval is subject to the following modifications: 1. Prior to commencement of any site work,a meeting must be held with Town Staff. 2. No building permits will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of$2,000. 4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 5. Footing drains are required if the building has a basement. 6. A landscape bond in the amount of$3,000 is required and must be submitted prior to filing of mylars. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. A waiver for 13kin ar s is hereby anted. parking spaces Y�' 9. As requested by the IWA/CC, the dry wells must be cleaned and maintained twice a year. 10. The specimen trees in the front of the site must be preserved. 11. In accordance with the provisions of Section 3.A, the applicantishall revise the site plan to include a common drive with 1014 Sullivan Avenue (N/F Moriarty) and an access easement to the abutting property on the site's west boundary(Colony Shops); and shall enter into and file on the land records a joint access agreement that includes at a minimum the following: • An easement allowing cross access to and from the other properties served by shared drives; • An agreement that remaining access rights along Sullivan Avenue will be dedicated to the Town of South Windsor; • A joint maintenance agreement defining maintenance responsibilities of individual property owners; and • An agreement that at such time that a shared access drive is built on the abutting property to the west(Colony Shops) and extended to the property boundary, the applicant is required to connect to the shared drive at the property boundary within 6 months of completion of the shared drive; and the existing curb cut/shared driveway onto Sullivan Avenue must become a right turn only entrance/exit upon completion of the shared driveway into Colony Shops. Three blueprint copies of the entire set of plans must be submitted to this Commission with this letter reproduced on it as the Inland Wetlands Agency/Conservation Commission letter. Sincerely, 6.2 % " , eo .v� Kevin McCann, Chairman Planning&Zoning Commission KMcC/mrl cc: Town Engineer /Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. SAVINGS INSTITUTE s-I 5-I BANK & TRUST 4-1/2" MTL. NUM5ER5 TO MATCH ROOF-PAC-GLAD HARTFORD GREEN 1000 & 1006 ALUMINUM GAP FLA5HING TO MATCH II_311 SULLIVAN AVENUE ROOF-PAC-GLAD HARTFORD GREEN I I_�II 8" 5'-10" 5" SOUTH WINDSOR, CT WRIMM PROM mom t•I 1 ry - _ � n - - -- 7 OWNER m _3/4" TYP. 2 I/2 PT-I 0 0 - 1006 I I NANT SIGNS: 2 SIDED SIGN CABINET Scott Leonard 5/8" QUARTER ROUND OR ROUTED EDGE I PT_2 avin S Institute '0'PTION ONE: � 110 Lavender Lane INDIVIDUAL CARVED HDU PANELS ON 50LID Rocky lull, C"I'06067 I _ Bank & Trust HACK PANEL- SIGN PANELS TO HAVE RADIU5 i 5 1/21, ' EDGE (GOLD LEAF)-REMAINING SIGN COLORS � ++ PROVIDE 2 KIGHLER 15254AZT SPOT L16HTS W/ PAINTED MDO PANEL TYP. I TENANT # 1 1 I I COWL--75 WATTPAR 30 LAMP-TEXTURED ARCHITECTURAL BRONZE FINISH. DEVELOPER cr __.___._....__-__ _ __ ...__.._-- I OPTION TWO: PAINTED PVC OR FIBER CEMENT TRIM TYP. i T �(/'� I ! i 411 i N TIP NT A XT I 74 / 14". I INTERNAL-L-Y ILLUMINATED ALUMINUM SIGN _-� Northeast Retail Leasing Mana¢ement Comnanv_1.T.0 = 1 LJ_L V 1 ,1 V 1 7T L.r i CABINET W/ REMOVABLE (BAGKL I T) TENANT �� — - - - - 360 Bloomfield Ave.,Suite 209,Windsor,CT 06095 314" I At cSRAPHIGS. f ----..___----------.-------------'-- ---------___-- __�___�; _-_, C,OORDINATE ELECTRICAL CONDUIT W/ CONG. I/2" CHAMFERED EDGE '-------- _PRECAST CONCRETE GAP. BASE AND PRECAST GAP. M OPEN - - - - PROJECT PLANNERS SIMULATED STONE VENEER (CULTURED STONE) _ 20515 BUCKS COUNTY DRESSED FIELDSTONE AN i — �-----�----- __.�.._.___. x----------� -___t-----� p — — - SO% BUCKS COUNTY SOUTHERN LEDGE5TONE. - - -' _.---i:` --1- ---- — I__ _+ �_- -_-- -- NEW ENGLAND DESIGN 'Cl N C O RP O R AT E D - F — --7— - - CONCRETE BA5E -- } % �- —`—T�--- --j_ _ _ 25 Ledgebrook Drive, Mansfield,CT 06250 21-2" i SECTION 4 TYP 51DE ELEVATION PROJECT ARCHITECT I 5•I 5/411= 11_011 5-I 5/4"= 1'-011 TYP ELEVATION 5-I 5/411= 11-011 Karl Norton Architect, LLC 25 Ledgebrook Drive, Mansfield,CT 06250 1 I 411 11_511 4" I i i STRUCTURAL ENGINEER PT. BASE PLATE5. Girard and Company LLP 10 Waterchase Drive,Rocky Hill,Ct. 06067 PREGA5T GONG. GAP t' 45 W/ 3 - #5 EA. WAY r ; < PRECAST BASE BELOW SET GAP ON EPDXY ADHESIVE PROVIDE HOLES IN PRECAST GAP I} 11. MDO PANEL (POST FRAME) FOR ANCHOR 50LT5 - GROUT 50LID 11°': f I j• ' COLOR - MATCH PLA5TICRETE �,-__�_�� PLX 505 L16HT BLAST �. ,' m T.O. GONG. PIER PVC TRIM iI II SIMULATED STONE VENEER I I I I INSTALL PER MANUF. REOMTS. - 2 FOUNDATION PLAN II 516N CABINET N 8 I/2" 11 I I" TYP. 8 r �. .0. SHELF (Av PROJECT NO SCALE _ 411 O O- _ O O It DATE REV '.O. GRADE 7-8-Or✓- 1 I/21 JUNCTION BOX FOR 516N CABINET W/ INTERNALLY ILLUMINATED OPTION O- O O DRAWN BY REV ry 2'_211 CHECKED BY REV •1 CONCRETE PIER HOLES IN PRECAST FOR ANCHORS-COORDINATE f= A WITH CONDUIT LOCATION FOR INTERNALLY b SECTION ILLUMINATED SIGN OPTION. _ m 3 PRECAST PLAN GROUND SIGN �1 B.O. FOOTING �11N. V-6" BELOW F•IN. GRADE G7 SECTION rllll*.� r'544� SAVINGS INSTITUTE �' S-' BANK & TRUST 4-1/2" MTL. NUMBERS TO MATCH ROOF-PAC-GLAD HARTFORD GREEN q1-8= 1000 & 1006 ALUMINUM GAP FLASHING TO MATCH , „ SULLIVAN AVENUE - ROOF-PAC-GLAD HARTFORD GREEN 8" 8" SOUTH WIND S OR CT all , — NIL \�C: t- � ------------ OWNER 10 0 - 1006 II I I 2 I!2" , PT-I , - ! „ � TENANT SIGNS: 2 SIDED 5/8 QUARTER ROUND OR ROUTED EDGE PT_ Scott Leonard SIGN CABINET ► Savings Insti tuts BU.11-ice I i OPTION ONE: �y�� 110 Lavender Lane & Trust INDIVIDUAL ON SOLD INDIVIDUAL CARVED HDU PANEL 1 1 _ , Rocky Hill,C•I'06067 3 I/2" = _ - - BACK PANEL- SIGN PANELS TO HAVE RADIUS 3 I/2" i Z y 1 EDGE (GOLD LEAF)-REMAINING 516N COLORS _ ,i .___.-.___--•-- ---- -------------_--------------- -- •-' PROVIDE 2 KIGHLER 15284AZT SPOT LIGHTS YV! PAINTED MDO PANEL TYP. i �H--15 WATTPAR 50 LAMP-TEXTURED TENANT # 1 I - ARCHITECTURAL BRONZE FINISH. DEVELOPER PAINTED PVC, OR FIBER CEMENT TRIM TYP. , � --- ---_-'-- ---_---- -�Y_--_ ~— i OPTION TWO: 411 4N'ry TENANT INTERNALLY ILLUMINATED ALUMINUM SIGN ,<»... Northeast Retail Leasing Management Company,LLC I 360 Bloomfield Ave.,Suite 209,Windsor,CT 06095 �2 I i CABINET W/ REMOVABLE (BACKLIT) TENANT 3!4" L. i .1.1 j `t ! GRAPHICS. I/211 CHAMFERED EDGE ---, _ COORDINATE ELECTRICAL CONDUIT W/ GONG. 5A5E AND PRECAST GAP. t�V PRECAST CONCRETE GAP. _ ,n OPEN _ --- -- ---- -I_-_ -- -- --�— --i_.: -------- ----- --- -_ _----- _ PROJECT PLANNERS ` T1 SIMULATED STONE VENEER (CULTURED STONE) ----------- d 2096 BUCKS COUNTY DRESSED FIELDSTONE AN - _;--L-- - �------- _--L-- - o I --- 50% BUCKS COUNTY SOUTHERN LED6ESTONE. -�-% -�~ -�--'' -- - 7 --�� ` - - � ---_�`' NEW ENGLAND DESIGN it 1 _-, ___•- _.__ .` -_ �,_ - I NCO RP ORATED ` _ti — —� 25 Ledgebrook Drive, Mansfield,CT 06250 CONCRETE BASE ---; - I ---- —----__ -- L� 21_^M T%wOtD cIt-»^ I--I t=. i A -rI -%kI DDnMr'T A DfrT..TTTTQ(rT 1 1\VJLv 1 !11\V111 1 LV 1 5-I II� I II 5/411= 1'-0" I TYP ELEVATION 5-1 5/411= 11_011 Karl Norton Architect, LLC 25 Ledgebrook Drive, Mansfield,CT 06250 I I 411 ! 11_L11 4-1 10'--711 � I STRUCTURAL ENGINEER PT. BASE P1.ATE5. Cirard and rmmnanv T .T .P 10 Waterchase Drive,Rocky Hill,Ct. 06067 PRECAST GONG. GAP is:• rR �V W/ 5 - #5 EA. WAY ; PRECAST BASE BELOW ' SET GAP ON EPDXY ADHESIVE I I 1I PROVIDE HOLE5 IN PRECAST GAP MDO PANEL (POST FRAME) 1.1.1.E d. FOR ANCHOR BOLT5 - GROUT SOLID - COLOR - MATCH PLASTIGRETE ~-- •-:�I-�.�r..."�..".-��-�-;---- m PVG TRIM PLX 505 LIGHT BLAST LI -I ` ;" T.O. GONG. PIER • I I I I :� — SIMULATED STONE VENEER I I I I INSTALL PER MANUF. REOMTS. I I I I FOUNDATION PLAN <, N in 3/4", ' B/411 _ 516N CABINET' 1: L 41 N , a 1/211 811 c 11, TYP. S T.O. SHELF I N PROJECT NO SCALE d)r I:'.__._._.._.._._.___..._..__._._.__..._.._._. .__..__..._. _ 4" O O— O o DATE REV T.O. GRADE I/2' I F-1 a 3 I/2' JJNCTION BOX FOR 516N CABINET W/ DRAWN BY REV 1 INTERNALLY ILLUMINATED OPTION O O O CHECKED BY REV LCONCRETE PIER HOLES IN PRECAST FOR ANCHORS-COORDINATE WITH CONDUIT LOCATION FOR INTERNALLY ZI a . 6 JECiT ION ILLUMINATED SIGN OPTION. 1-1/211 1'-011 v 3 PRE<0"A5T PLAN ,, q GROUND SIGN Q B.O. FOOTING MIN, 5'-b" BELOW FIN. GRADE 7 SECTION 5-I 1-1/211= 1'-011 N/F THE NEIGHBORHOOD PUD EX. S.M.H. EX/S>II T.F.=133.61 _ IR /NV�rre.ss S 8828'13"E NOTES: 0 -- -- -- -- -- -- --� STOCKADE I ` 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-304b-1 THRU FENCE II EXISTING I N/F SCOTT LEONARD` 69. 597 sq. ft. 1 1 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR II EASEMENT I �` +- - � _ BANK SIGN X138 6'6 � I Exrsr. SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT 59 OC. X136.93 - _ _ _ _ _ _ - _ _ . i X136,63 LP 35,57 _ __ Xl _ _ _ _ _ - - - - - - SURVEY BASED N - - 20'BUFFER L/N __ ____ __ ASSOCIATION OF LAND SURVEYORS, INC. IT IS AN IMPROVEMENT LOCATIONSE 0 - _ -._._...•••...-•-.___•.•••••.............................................................................................-..-..-..-..-. . ...-..............�... ___ A RESURVEY MAP REFERENCE 1 CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND _ - ` n v - - ' ' ` ` ` " ( # ) X132,90 - - - - - - - - ` - - - - - - X134J9 INTENDED TO BE USED AS AN "AS-BUILT" LOCATION SURVEY. II _ ` L.P. L.P. ` ` �` - - - - _ _ - _ _ - _ -` - - - - - - -♦I ; _ 3 III r _ter �� - - - - - -- - - - - - - - - - - - -_- - - - - Y' LP._ c�Q -_ P. 2. HORIZONTAL DATUM BASED ON NAD '83. 1 �3 �' - - ` N e T- I1- IT 7 TT-- 9 I` III ♦ 18)A� �� . A� � 118 \,�� .�� - �� I 3. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. ♦� X131. \ \ \\ CONC.� a `O II STOCKADEtp \. \ 778' X133,0 I \1, DUMPSTEj 4. PARCEL IS ZONED GENERAL COMMERCIAL "GC" PER THE TOWN OF SOUTH WINDSOR ZONING MAP. ' 30.47 ♦ \ PAD r sToa<AOE (n 13 uuu uu FENI E 5. PROPERTY IS LOCATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN "BYPASS12 CONC.PER FIRM FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 090036 0001D IIDUMPSTER LANE" SIGN < ` 49REVISED: FEBRUARY 23, 2001. W V - W.V. - - ` \ o 'PAD W.V. -W- -Wg -W- _ BI '.X131,21 _ __.�{ 1�EX]29_3�. CB3 ,63TF:131.70 131,25 X132,23 PAVEMENT \ ' ` r 6. THERE ARE NO REGULATED INLAND WETLANDS ON THE PROPERTY PER JOHN IANNI OF HIGHLAND _ C I&UNAV./TRAP INV.125.00(IN) ♦ Ex. ce X134, 9INV:UNAV./TRAP , i - -F-131.57SOILS, LLC. BIT. G V "DRIVE-THRUHoo ur) HOOD OUT � V. G V 10- 24.27(IN)PAVEMENT � LANE I G G I INV:UI•'AV./TRAP \ 01 �'15" HDPE WV• 15" HDPE I OOD( uT PROPOSED PROPERTY LINE \ Y 7. VARIANCE GRANTED ON JULY 5, 1990 AND SEPT. 6, 1990 TO SECTIONS 4.5.4.1 & 5.2 BY THE L• • - 308 _ r•, ZONING BOARD OF APPEALS TO ALLOW (1) A REDUCTION IN THE REQUIRED MINIMUM FRONT III T , U/G C. WALK 1 ELEC - 131,33 - STOCKADE r YARD FROM 50 FEET TO 40 FEET AND (2) A REDUCTION OF THE BUFFER AREA BETWEEN THE II I `S� 45.15' X131.34 X FENCE _ _ _ / , ; NAD 83 GC ZONE AND THE A-20 ZONE FROM 50 FEET TO 20 FEET. III + U/G CONC. 28.70' y I �� - ~X136/�7 / / PAD U U O oo I i S68*28 1 'E ' w o o F L.P. 8. VARIANCE APPROVED WITH CONDITIONS BY THE ZONING BOARD OF APPEALS ON SEPT. 2, 2004 ' 5 CONC. d o �� - - ELECII BOLLARbS D W r i . �OQ IL S4 FOR (1) A 30' VARIANCE TO SECTION 10.4.1 TO ALLOW A 20' BUFFER ON THE NORTHEASTERLY SILO U/G ( > `0 15.50' EXISTING BUILDING LAND TO BE C NVEYED FR CORNER OF THE LOT 50' REQUIRED AND 2 A 5' VARIANCE TO SECTION 13.4a TO ALLOW A II TEL #1006 SULLIVAN AVE. _ �.P.,' / 133,2{7 `t �'X138,92 r ( ) ( ) � � �i = 7•gp' II - � I �, I N/F SCOTT-tEQNARD TO N fF FF:131.46 1 I{ TIMOTHY MORI RTY 2,299 SF PARKING LOT WITH NO PERIMETER SCREENING ON THE COMMON BOUNDARY LINE (5' REQUIRED) 1 A �f , A I q 2 36.5' 41 - AT 1000, 1006, & 1014 SULLIVAN AVENUE, GC ZONE. a , K>, O ❑ 9� - -131 �7 / f l 0*75 AC O- Exrsr. 1 �� _a��1 EwsT II II EXISTING BUILDING - + - / +� 1 0 o Lft N 65 23 511 W 733 661 DEED 125'j-,l I o #1000 SULLIVAN AVE. ��` Ex. CB ` c r I.R. II ATM MgCHINE FF:131.41 L0 TF:129.70 t 1 1 ► / / 0 NV.123.50(IN 1 \ 1 II a D �NV.UNAV./TR P t I EX MAPLE 1 d-* I ROOF o 4j0 L•P• HOOD(OUT) 1 I 1 t ' 20 20'BUFFER FENCE 1-,_ ,i II I OVERHANG `L�' TF:1 0.43 I EX. YD3 1 II II 1 /J I 4 �• 0 / INV.126.83(15') f.5 1 I ! I ' NIF" �� II INV.-126.83(6" S) t M t ' t`1 1 X136,841 I { a 'Ell] �p2.9o' / INv:127.o3(s" N) of X133.94 I I RONALD & PAULE MARTIN ` ►� III PILLARS L'P' �� _ J I 1 I i II (TYP.) 00 45.15' h + t I e �l C_ R MP3j {z 57.9' X130,95 ^ O / •l0 METAL HAND RAIL ti 1 f + , NI ( SIGNAP t AND• WALK I I LPH C. & MAR Y T. O I I m e ' 1 \♦ .P \\ 1{1 0 HALL GREASE (� � � � � o � \{\ \\� ♦♦\II� D"0 NOTTRAP �/ a V. I 1 \ ♦ 1 II ENTER, ,{ `♦ �\ \I I ONE WAY" NO R GHT _- � ♦ I + \ =n SIGN TURN" I �O :E BIT. 1 1 �135,94 , ♦\ 1 EvST.i�t I I r U X129,13 SIGN C, J _ II q�' - - PAVEMENT 1 1 FENLrPOS71 II I EX. CB k - - - - C79 -S- -- �QV.127.67 S4 C.O. 48 C.O. d� EX. SMH \ 1 \ II 10� �U INV.UNAV./TRA BIT' 9 I` TF:130.65 HOOD(OUT) PAVEMENT n 4 ` INV.121.15 I t I 1 \ ' n n iI EX. CB n n n n n n EX. CB 1 I j , ♦II F11 TF.127.83 IN V:123.54(IN) I t I I I , 1♦I INV:UNAV./TRAP I INV.UNAY./TRAP 12 _ ti HOOD(OUT) HOOD(OUiT)1 INV.124.18(IN) Aj �roN ♦ \ Q' , DPE �" 15' HDPE , -_ 1 - , I 129.94 I X135,21 1 l \ _ S. EXIST. � PLASTIC RAIL - - - - ` ` - - - - - - _ _ SO Xl BAYSA L. . ' CONK. WELL ' N { \ . �� ` ` ♦ P. _ FENCE L.P. - __ _ L.P. gFJI128.88 i 1 to EX. CB \ ` � ^ - DBO - _ - - - - - -5 ♦ , 1 I TF:129.57 I 1 { I 125,46 - - - - - - •�- _ _ - INKUNA07(S .JOD�OUT) 1 EX/Sr.� ; II wALLNING ` 2?�9 ♦♦ INV,1T9.81(8"IN) ♦ - 15" FE " 61-<_ `�24.0�1 , 5' HIE INV:1{26.07(57U6) X119 f FpvcEPosr I 1 1NV:1T9.8T(OUTj - . - - B \ 1 2" ADS X. �B N/F TIMOTHY MORIARTY + 1 II ` ♦ :NV. RCP 4 _ ' TF:129.59` I \ I ,, ` IN�:,2o.,5 k < , I1�,�T``V:,2512 .2I > 19,070 S.F. It , III` \♦ �' �� /�'t jr\ X120,12 .:.� 9b2'�1 / SIGN INV:UNAV. 131 NAP 129.3s \\ 0.43 AC. I 124.5 - - 988 _ _ - - - - - - - - - `!� o?D(w) 1 �1� `� . , - - ,f ,' 1OO�(NW) P X133,49 II t RIP-RAP _ i ' \ A= IX122,22 G9 - - � - - - - - _ 1 1 1 1,9� \ 8 35'48" 11��S r X127. 3 xrsr.� � R=502.71 FFIVCEP/OST (ChVMPE) 2 21a 09't - 1 _ '`♦ 1 1 � SP 1 _ 50.4 : �=75.43 N " EXIST. r P - - - - EXI T. EX. DMH EX s7cwE� D N 683 �34 W • s-z7sl` -T-T~ L P. N 683034� W ■ '�T�� """"'�....7a 37.78 EXsr. CHD HOW. TF:121.50 WALL 15" RCP �C125,91 _ 'h�126.10 CHO TON. \ STEP BAR INV:11 7.45(OUT) II O EX. DMHTF:125.94 ` I (NO TOP) \ -�-. ♦ N 105154.9 PIPE W/CAP INV:119.20(IN) INV:119.44 ``♦ ♦�` ` \ \ £ 1051554.98 DIRECTIONAL EX. sMH sVETY87s ` ` r ` l TRAFFICIGN aD \ / `' t Ea2sr. 4'COVc,R£7t-WALK EXIST. N INV. 115.88 SIGN SIGN S DOST. 4'CA^1CRETE WALK ♦ ♦ S X126 21 ,�Z$6 /"STOP" ` ELECIR/C � ' _ HANDHOLD ` c�� 12S.O7 I ` --- -- -- - - - -- -` R _ G.V. ♦ EX. SMH 24"RCP BIT. • I TF:127.87 X12�,66 Ewsr. 12"ADS 1B"RCP ¢ PAVEMENT♦ v:n9.77 \\ EX. C.B. EX. CCB \ �u 3 T.F.�f12.49 �•ffo.;- - - -\-_C £X/S71NC 8"m SANITARY SE CHD INV.=110.14 1� - ' _ _ INV 18" IN 715.11 `� _ _ - _ - _ / - - - ■ - - = _ _ - - - - - - - - -- - - - - - - APPROX. LOCATION --'---- � - - - SNET 184 MOM. 2�OUT:113.61 EX. S.M.H. 6'4 SANITARY TI ��L �� - - /NV. 15"(/N):»521 T.F.=119.80 LATERAL DISCONN --_ LA SANITARY EqAL INV.-111.79 0�f_DEEP 6" SANITARY LATERAL - --------__-__- Tt DEEP _EXIS77NG DOUBLE YELLOW LINE -- Fi 7F.•128.3 -- - -- - ------ v, I rNV. 18 (IN):123.9 \ \ /NV 12 (IN):123.83 INV 18"(OUT):123.73 EXISANG- -- -_� EX. CC8 \ \ --- �� - TF-02.91 \ --- --- - ----EXIS77NG WH17E LINE L / VAN A V 1,V).128.71 \ \ EXIS77NG 12"k INV. 1B lNV 18 (OUT G APPROX.. LOCAl70N 6 0 GAS MAIN G G G� ` \ \ EXIST, -WET EXISANG DQS77NG EDGE OF PAVEMENT� SNEr G \ Sf&)V No. 188 HYDRANT No. 187 --� �_ _- - � \ G EX/Sf W W W W W- APPROX. LOCAAON 11 O WATER MAIN - `;/ `_ CHD MON. W W W W W W ---._. --��__ G �,_ R � \ \ EXIST. � CHD MON. ■ EXIST. �t vg.RCp CHD MOM. O EXIST. ■ \ EX. DBL CB CHD MON \ ` 7F.•128.77 ` �7 IN`.87 MAP REFERENCES: 1. PROPERTY SURVEY/CONVEYANCE MAP RESURVEY PREPARED FOR SCO-I T LEONARD 1000 & 1006 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT SCALE: 1"=20' DATE: 9-29-04 TF.-131.Z9� ,TFIiy4 REV. TO 11-10-04 BY DESIGN PROFESSIONALS, INC. ��-1Nh12789 F+�s 2. BOUNDARY SURVEY PREPARED FOR FRANK MANNARINO & SONS, INC. THE NEIGHBORHOOD CORNER OF GRAHAM ROAD & AYERS ROAD EXTENSION SOUTH WINDSOR, CONN. SCALE �`f T V. - - 1 PREPARED Y ALFORD ASSOCIATES INC.1 50 DATED AUG. 28, 1990 RE TO 4 3 9 RE ARED B 3. PROPERTY MAPPED FOR LORI-ANNE FOWLER 1000-1006 SULLIVAN AVE. SOUTH WINDSOR, ��7Fv CONN. SCALE 1"=40' DATED 9-1-88 REV. TO 9-27-88 BY FUSS & O'NEILL INC. tiF 4. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR \ - EAST WINDSOR HILL - WAPPING ROAD FROM THE HARTFORD -SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET ROUTE No. 194 SCALE 1"=40' DATED AUG. 31, 1933 ''�4,a,F No. 132-02. 5. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST WINDSOR HILL - WAPPING ROAD FROM THE WAPPING CENTER NORTHERLY ABOUT 7,600 FEET. ROUTE No. 194 SCALE 1"=40' DATED AUG. 31, 1933 No. 132-03. 6. SANITARY SEWER CONSTRUCTION SULLIVAN AVENUE AREA SOUTH WINDSOR,CONNECTICUT SULLIVAN AVE. STA. 118+0 TO 125+0" SCALE 1"=40' HORZ., 1"=4' VERT. DRAWING \\ No. 16-A DATED 5-3-71 BY JAMES S. MINCES & ASSOCIATES. RECORD AS-BUILT m II x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 8755 RESURVEY PREPARED FOR: SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Fax 860.291 8757 3 0 o INFORMATION. ALL EXISTING UTILITIES SHOULD TO THE BEST OF MY KNOWLEDGE AND BELIEF; THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. GRAPHIC SCALE ��' ^�X o BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 20 0 10 20 40 g ■ ■ h� G=J dJ Pub Scott Leonard 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD rofessionals, inc c BY A LICENSED LAND SURVEYOR PRIOR TO ' ■ (� SIB CONSTRUCTION. 2 3/2/06 MADE CHANGES PER TOWN COMMENT DMG ( IN FEET ) : DESIGN.- DRAWN.'MHA CHECKED.' RPM 1000 l 1006 Suffix van Avenue civil engineers • planners surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2/20/06 GENERAL REVISIONS MHA �,'ca / 1 inch = 20 ft. landscape architects ✓o8 No.: 1585 DA7F- 10124105 IMPRESSION SEAL AND ORIGINAL SIGNATURE THOMAS L. EVA , L.S. #18626 p gis gpS N R9 CONNECTICUT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION EY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 9erver1jobs/158511585baseA8.dwg SOUTH a��®-"' MAR 112 06 South Windsor P� t BUILDING DEPARTMENT E J m-"jE. theat Cl �f. ae =:i'^••• %: f_ D �Y- after�It;,ns t..'... Sathe. t" tllo7 Oil wrY17 • Al'11d1r•�th Alan `"�'ehts S,,'�! _ cSsuAd 6y fd st . -.�, t•t a�Attc Str�� jo Farfyiits apPiecetic� aR ."Iry rsh all tzonr�n � .,.,R.o'Iy �, ° "•: r,aa duryp8 s shall „. ..�.�, ices of PeRdea, ::� IIYY,iF a bUllfljh,r • �.`�s a � apprcV r `i �..yt C§„_ tr`:.�nw;t�rdin,ncea�Erbfecf to the cy.• i xj $Ul if CO `,yH`�T �- u!y°�RAroygd tn8 bulloingdl=ti 1f thhet �.._ Thee filed with > ``�,� t�t "^e Clergy N/F THE NEIGHBORHOOD PUD EX. S.M.H. /ST�I T.F.=133.61 £X _ E, INV.=118.86 S 6828'f3"E NOTES: STOCKADE 1 �♦ r \ / , Ti nr rl ln.my A AIn 1 A n I I.I nrrAI nnrn A nrn IAI A nnnon A Alnr %A"Tu CCn TInKIC 20.3f 0 b.1 TUDI I I� FENCE 1 ♦ _ __ 1 \ / 1. I H1J SUR VG i AIN II MAr 11 AJ DGLIV rr1 Cr Art CV IIV AI.I.Vf[V A I N Ii C VYI I n JGI.I IVIva z_v-"Ivvv-I I I Inv EXISTING 10' 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR 1 �,.- -SAN./STORM N/F SCOTT LEONARD♦ 69J597 sq. ft. r �( EASEMENT 1 `- 7 _ BANK SIGN 1 EXIST. SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT --•-�, _ X135.57 �•59 oc. X136,93 - - _ _ _ _ _ _ _ _X138,�6 ,� X136.63 LP. ` - - - - - - - - - - - - - - - - - - - r - t ASSOCIATION OF LAND SURVEYORS INC. IT IS AN IMPROVEMENT LOCATION SURVEY BASED ON ` ` - - _ - -..-••-.•_ 20:eugR•ciNE __ _____ ____ __ S I...................... ...................................................................................._. .........................................................................................................................._..........._.................. _.....,, _ _ ................................................ A RESURVEY (MAP REFERENCE #1) CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND I - �Y F X132.90 ' - - - - - - - - - - - - - - - - - - - ' ` - _ ' - ` ` - - - - - _ � X134.79 INTENDED TO BE USED AS AN "AS-BUILT" LOCATION SURVEY. II L.P. _ _ L,P� ,' �- _ , -�\- - ' ♦ ; III : ` - - - - - - - - - -_ L.P. - e4 _ _ i P ♦ ; 2. HORIZONTAL DATUM BASED ON NAD '83. II I SIT ' \\ � I,I \`•\ `\ T ` - r.,7 � I � I- r�- � � � ♦ \ 3. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. II STOCKADE ` X131. \ \ `• \ \\� \ 177 8' ' +l+ X133.06 \ CONC.` NCE \'. I ` J I I I I I I I I It I I DUMPSTER 4. PARCEL IS ZONED GENERAL COMMERCIAL "GC" PER THE TOWN OF SOUTH WINDSOR ZONING MAP. II \ PAD , - 130.47 \` ` U U U\\ IJ / 'STOCKADE 5. PROPERTY IS LOCATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN III "BYPASS U131�'1 1�'9 \ 1 :FENCE ` PER FIRM FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 090036 0001D II ° DOUMPSTER LANE" SIGN \� `� �49 \ 11 REVISED: FEBRUARY 23, 2001. I w v W.V. } \ ° i 1 PAD w.V. -W- -W W- _ 1 II ° X1331.21 -� "1E�Xi�12s.3� 3Q63 ETF::13117o J131.25 PAVEMENT 1 W.V. - A INV.12s. IN _ tX. c6 X134. 9 / 6. THERE ARE NO REGULATED INLAND WETLANDS ON THE PROPERTY PER JOHN IANNI OF HIGHLAND II I - -- G V IN%UNAV./TRAP ooO ` f INV:UNAV./TRAP \ SOILS, LLC. Xl 9'<a' "DRIVE-THRUHOoaFQuT) �yy.v G•V• 0. 24.27(IN) \ \\ 1 ,,,, BIT. OOD OUT i i ,\ f ..� PAVEMENT \ LANE I G G - I INv:O AV./TRAP \ oil 7. VARIANCE GRANTED ON JULY 5, 1990 AND SEPT. 6, 1990 TO SECTIONS 4.5.4.1 & 5.2 BY THE OP. ' �'15^ HOPE 01 W.V. 15" HOPE I ' �_� ROPOSED PROPERTY LINE \ ZONING BOARD OF APPEALS TO ALLOW (1) A REDUCTION IN THE REQUIRED MINIMUM FRONT It. I I T l /' 4 U/G COMO. WALK II .,,��3 i 7 r. I n r� ' o z ELtI. I - jpa.�- �ivC.rtnDE- YARD FROM 50 FEET TO 40 FEET AND (2) A REDUCTION OF THE BUFFER AREA BETWEEN THE t�� ATM "`sc' 45.15' X131.34 n ,' - -` FENCE _ _ , IN/�\U O J GC ZONE AND THE A-20 ZONE FROM 50 FEET TO 20 FEET. coNc. 2g.70' y . ;'„ X136/67PAD t2o pS68-281 '8. VARIANCE APPROVED WITH CONDITIONS BY THE ZONING BOARD OF APPEALS ON SEPT. 2, 2004 CONC. I /ELECBOLAR s r�i FOR (1) A 30' VARIANCE TO SECTION 10.4.1 TO ALLOW A 20' BUFFER ON THE NORTHEASTERLY SILOUSG (TYPBOLLA 0 15.50' EXISTING BUILDING _ ;n' ►/ 3327LAND TO BE CPNVEYED FR9,M / X138�2 ``CORNER OF THE LOT (50' REQUIRED) AND (2) A 5' VARIANCE TO SECTION 13.4a TO ALLOW A TEL #1006 SULLIVAN AVE. I -` I i N/F SCOT] LEQNARD TO N�/F PARKING LOT WITH NO PERIMETER SCREENING ON THE COMMON BOUNDARY LINE (5' REQUIRED) 780FF:131.46 ' f /TIMOTHY'MORIARTY 2,299:30C � r3i 7 ,, f=1 , 0.052� C.AT 1000, 1006, & 1014 SULLIVAN AVENUE, GC ZONE. c36.5' Ewsr. t - �� r Exrsr.pEXISTING BUILDING . 0 1 - - - LPN 65ry /Ro #1000 SULLIVAN AVE. ( EX. CB c 73366'I�pE�p 725f) INE - FF:131.41 TF:129.70 t D [i-� NV:UNAV./TI2 P° L.P. HOvD(OU T7 i MAPLE I r t i I 20'< ' 20'BUFFER EX. YDf f r FENCE POS�� II OVERHANG �L°j TF:1 0.43 1 •,' 1 41� II I II ° INV.126.83(15") N INV:125.83(6" S) N F �2.90' INV:127.03(6" N) N p1 I r X136.84I t ;� X133.94 i 1 RDNALD & PAULE MARTIN ` ►�� III PIL ARS rn' ' L.P. / 45.15' ��' _ �� N 1i I e ,yam r L.P. ,1 C. R MP3j 8 L.P. tZ 57.9' ` t / X130.95 � O / I META!. HAND RAIL t I I 1 1 N F ♦ 1 �♦ H-CAP 1 � _. WALK SIGN 1T -�- / ,3 7 i t \ RALPH C. & MARY T. . P. \, � '_ I HALL \` '\ `' II�-Q - GREASE 1 I�\ IuI I✓�'�I�I �� II II I I I�� V. ` ♦♦ �. �` \TRAP O "DO NOT L2 ` II ENTER, \� \♦ �\ \i I ONE WAY" "NO R GHT II I 1 1 \ SIGN TURN" v J 10 �' I BIT. t 1135.94 ♦\ I EX/ST. I r 0 X129.13 SIGN CP �' '' PAVEMENT FENCE POS71 III I >EX. CB - - ' - " 1 TF:127.67 k `54 C.O. 294$ C.O. - - - - -S- -+�e__ EX. SMH 1{ 1 II 1;� �UINV:UNAV./TRA BIT. 9 TI=:130.65 ' I 00• HOOD(OUT) PAVEMENT INV:121.15 1 \ 1 I � t t t 1\ II tie I I ri l I I I I IEX. CB n "� I I EX. CB TF:128.1 d I 1 I \ 1 II IITF:127.83 INV:123.54IN) I 1 I INV:UNAV./TRAP INV:UNAV./TRAP 12 I \ t I I 1 11\♦ O _ HOOD(OUT) `HOOD(OUT) \ N ` 1 ♦ ti INV:124.18(IN) I \ f i t \♦ II \ ,' ` j5" HDPE'. I �. 15" HDPE �\ S �y t I r - - - - - - - =-_ 129.9 �El7ST. \� X135.21 `o) PLASTIC RAIL - _ - - - - - - - - - - _ _ Sp - X; BAYSA !! L. GONG YELL ^ N ` ♦ P. FENCE L.P. - Y` ." L.P. �F 128.88 1 1 1 - - t 11 _ 1 1 1 - EX. CB ` ♦� ` � - _ _ - - -� ♦ ' TF:129.57 \ 1 _ \ _ - - - - - _ ` - - _ 4 I INV:UNAV./TIZAP HOOD�OUT) 125.46 _ _ - _ - 9 - DTF 125.01 ` - - - _ ,.24.631 1 HOPE INV.V6.07(ST16) ` RETAINING 1 EXIST. i II WALL J 22� ♦` X119 f FEIVCEPOST I II I \ rl _ �V1�.�c�� _ _ , 'MCP B2" ADS X. CB ` I `\ �� N/ - TIMOTHY MOR/ARTY ' INV:122.81 8"IN `\ ♦ INV:120.01(4"IN) RCP � :129.59 \ ` I ♦ ♦ ` INV:120.15 k I INV:125.2 ) 19,070 S.F. \ r a, ./ < `� t t EO :12z.3 N 129.38 \ I i ♦ •-�� X120,12 SIGN UNAV. AP0 43 AC' 124.5 !, / D(w) \ { ' I {- - - - - - - - - - - - - - , 1 IV:UNAV. P ` X133.49 `, 1 , TO OD(NW) l ( \ ` II S RIP-RAP \ Qr8 3548" IX122.22 TLEXIST . 69Q " - ' _ - - - - - - 1 f / 1 1.9 �gX1rsr. ♦ R=502.71 FENCE POST (CkVMPE) 2t' 210.09't - _ _ ' `♦ 1 1 X127.�3 /tR SPE ` _ 50.4,�, Z=75.43 N 683 '34" W Exrsr. /a - - - - ExST. - ��Ton= Ex. sTrwE V • * � ��r■-- ` `: LP. N 683034� W ■-��""' ...,•„3778 Exrsr. EX. OMH q,A� 15" RCP D --X125.91 S-2.76 �26.10 ` CHm MON. ♦ ST B R �- ♦ CHD MON. TF:121.50 II 0 EX. DMH - ♦ (N(P TOP) ♦ N 105154.9 PIPE W/CAP INV:117.45(OUT) V TF:125.94 ` ♦ 1 \ E 105f554.98 INV:119.20(IN) D INV:119.44 ♦ `♦ ♦DIRECTIONAL w £X. S.M.H. SNET/87s ! IIII I � wA� TRAFFIC IGN a � g• �` 1 � E.NST. 4'CLd'V EXIST. ' 115.88 p08T. +'CGWM7r WALK EL ♦♦ s ` /"ST SIGN sicN Q �® o HANDHHOLO ` X126.21 �iC128.07 ♦♦ I ,ZB - -- - �yI{ _ OP 1 T - ---- - - �- _ 24"RCP - - - - - �- --.... R ,� G.V. `♦ 1 TEFX:1zi 7 I, X12 .66 12"ADSBIT EX. C.B. EX CCB \ 18"RCP ----- w 3 - PAVEMENT V:11s•77 Exrsr. T.F.-112.49 2- _ 1fo.;� _ - EX/SANG 8 m SAN/TARP SE - - sNET 184 CHD MON. INV.=110.14 /NV. 18" /N 115.,, - ' " $ - - - _ 7�: APPROX. LOCATION - _ EX$77LV�WH17E_LINE lNI!�4_(OUTJ_1f3.61 EX. SM.H. Vo SANITARY ■ T.F.=f19.80 DISCON- 7 SANITARY /NV. 15"(/N)115.P7 LATERAL 1 _ EX. CL- LA AL INK-111.79 ;O't DEEP- I 7'tSDEEPRY ATERAL q \ EXIS71NC DOUBLE YELLOW LINE " � I TF 128..33E -- --- - _ bVV J U 1,VV 12"(IN).123.83 \ /NV f8"(OUT):123.73 SU L / £X/S71NG- ` -- --- - ------ - EXISTING WHITE LINE L V A /V � � `` \\ � 1F 13291 \ V E N / / C - EXISTING 12"k 4- j \, IN 18"(OU ,*128. - (J [� - W yy \� �' �� lNl! 18"(OUT):128.61 - G APPROX. LOCAAOA 6 0 GAS MAIN EXIST. - £T G G EXISTING EDGE Of PAVEMENT - -- C G - G G EXIS77NG SNET S/GN No. 188 HYDRANT No. 187 �\ \ \ \ EMON. APPROX. LOCA770N12AWATERMAIN - W - - W ��LL - W - - W - - W - - W - - w - - � W - - W s `^ -'G \ EXIST. CND MON. �" ■ EXIST. �T6`R CHD MON. ■ \\ \ \ CHD MON. O `` EX. OBL CB CHD EXIST MON. 7F 125 8 \ NV•125.87 MAP REFERENCES: 1. PROPERTY SURVEY/CONVEYANCE MAP RESURVEY PREPARED FOR SCOTT LEONARD 1000 1006 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT SCALE: 1"=20' DATE: 9-29-04 �- \_ EX. DBL C6 o �n REV. TO 11-10-04 BY DESIGN PROFESSIONALS, INC. \ r1131.29 �\NV 127.89 2. BOUNDARY SURVEY PREPARED FOR FRANK MANNARINO & SONS, INC. THE NEIGHBORHOOD CORNER OF GRAHAM ROAD & AYERS ROAD EXTENSION SOUTH WINDSOR, CONN. SCALE 1"=50' DATED AUG. 28, 1990 REV. TO 4-3-91 PREPARED BY ALFORD ASSOCIATES, INC. 3. PROPERTY MAPPED FOR LORI-ANNE FOWLER 1000-1006 SULLIVAN AVE. SOUTH WINDSOR, �gsyFO �i CONN. SCALE 1"=40' DATED 9-1-88 REV. TO 9-27-88 BY FUSS & O'NEILL INC. �t�F 4. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR \ \ EAST WINDSOR HILL - )NAPPING ROAD FROM THE HARTFORD -SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET ROUTE No. 194 SCALE 1"=40' DATED AUG. 31, 1933 ''F�NF No. 132-02. 5. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR \\ EAST WINDSOR HILL - )NAPPING ROAD FROM THE WAPPING CENTER NORTHERLY ABOUT 7,600 FEET. ROUTE No. 194 SCALE 1"=40' DATED ;;JG. 31, 1933 No. 132-03. 6. SANITARY SEWER CONSTRUCTION SULLIVAN AVENUE AREA SOUTH WINDSOR,CONNECTICUT SULLIVAN AVE. STA. 118+0 TO 125+0" SCALE 1"=40' HORZ., 1"=4' VERT. DRAWING No. 16-A DATED 5-3-71 BY JAMES S. MINCES & ASSOCIATES. RECORD AS-BUILT m ll 0 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 8755 RESURVEY PREPARED FOR: SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Fax 860.291 8757 ONPROVEMENT roo INFORMATION. ALL EXISTING UTILITIES SHOULD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. GRAPHIC SCALE ��' m A A BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 21 1 11 1 40 LOCA O N PUN Scott Leonard 00 2 ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 3/2/06 MADE CHANGES PER TOWN COMMENT DMG ( IN FEET 1 rof essionals, inc.- DESIGN: DRAWN.•MHA CHECKED.• RPM ° CONSTRUCTION. g planners • surveyors ®®® � 1006 SuIR11van Avenue civil engineers 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2/20/06 GENERAL REVISIONS MHA 1 inch = 20 ft. landscape architects gis gPs JOB NO.: 1585 DATE 10/24/05 IMPRESSION SEAL AND ORIGINAL SIGNATURE THOMAS L. EV L.S. #18626 SOUTH WIINDSOR9 CO\�\NE'iCTUCUT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: Sei�b'er/jobs/1585/758,5baseAB.dwg At MAR 0 ' 2006 SOUTH VViNDSOR ENGINEERING DEPT, MAR (r 2 South Windsor I BUILDING DEPARTMENT .;"os of the proposed ;ruildin •ected at a or alt1e'r'dons /0StreAl �� "' Ir?d!Q s;ci1L�N %fy ,, sated m apPlic;�tfnn and en a� '✓=1Y +r:ih all zcninot r+ - r,rd si t 1.. + t orders as shall b j s rY 1te +� 6- artry-.nt .t Burin to "�➢?-..e4,.,, ..nv g pendencf i•nat >.>suance of a building is ap,c .......1 r,n,ect to the ordinances condition that regul:;ting buliding $hail be 4tw�xiitfona�iy, AVArgvm� These flied with Clerk N/F THE NEIGHBORIVOOD ( PUD £X. S M H. £X14/NV-118.86 ZR. S 682873"E NOTES: STOCKADE I ♦♦ t 1 / r 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU FENCE EXISTING ,°' ' N/F SCOTT /_EONARD♦ 69 C97 sq. ft.20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SAS./STORM SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT EASEMENT _ _ _ X135,57 +_ _ _ _ BANK SIGN X138 6r6 t Exrsr. .59 OC. X136.93 - _ _ _ _ _ _ _ � X136.63 LP. ASSOCIATION OF LAND SURVEYORS, INC. IT IS AN IMPROVEMENT LOCATION SURVEY BASED ON ' ' ` - ` - - - - - - - - - - - - - - - - - I . _ _ _ _ - 20'BUFFER L/N A RESURVEY (MAP REFERENCE #1) CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND 1 X132.90 - - ` ' ` - - - ` ................ _ - ` / INTENDED TO BE USED AS AN "AS-BUILT" LOCATION SURVEY. 11 ' _ - -- - - L.P Y _ _ _ - - - - - - - --- - L_P ~ - - _ _ - - - "�_- i X134.79 2. HORIZONTAL DATUM BASED ON NAD '83. -- 31 t'`• ,' �-`1� �\ �� T�-L•P �T3T�-4- I - � P• � \♦ ,� { i �l 1 ♦ '8�� 18 V'�. t. . " `♦♦ 1�A I I ♦ �T� I II V `fir 71 II m t yy 3. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 1 ♦ X131. \� \'t, \ it TNOCKADLIP \\ \\ \\ \\ \\ \` \1 ` ~ 177.3 I I I ,I X133.06 I11 I \I I II CON". tcVv� ` I DUMPS 4. PARCEL IS ZONED GENERAL COMMERCIAL "GC" PER THE TOWN OF SOUTH WINDSOR ZONING MAP. 11 PAD130.47 �.:`ti ti U nU ` U UU' U ' CCEKADE r5. PROPERTY IS LOCATED IN ZONE X AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN "BYPASS 312 jv�NC. g PER FIRM FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 090036 0001D II DOUMPSTER LANE" SIGN ♦♦ L�49 REVISED: FEBRUARY 23, 2001. W-V. W.V. ♦ ` \ 0PAD W.V. - - - -W - w Ex�s - - - . _ Bit, 1 X131.21 �EgXI12s32 l3�63TF:131.70 131,25 ♦ X132.23 PAVEMENT6. THERE ARE NO REGULATED INLAND WETLANDS ON THE PROPERTY PER JOHN IANNI OF HIGHLAND W • - I"LINAV./TRAP INV.125.00(IN) ♦ Ex. CID X134. 9SOILS, LLC. G•V• "DRIVE-THRU:-IO0NuT) INV:UNAV./TRAP G•V• I i -TF•131.57BIT HOOD(Ot1T) V• I IN\�:i24.27(IN)PAVEMENT LANE I G y/v ItINV:O AV./TRAP \ 0 / 7. VARIANCE GRANTED ON JULY 5, 1990 AND SEPT. 6, 1990 TO SECTIONS 4.5.4.1 & 5.2 BY THE . � ` 0',5 HOPE 15" HDPE I OOD( UT PROPOSED PROPERTY LINE ZONING BOARD OF APPEALS TO ALLOW (1) A REDUCTION IN THE REQUIRED MINIMUM FRONT II ` T II U/G CONC. WALK I �� '� �� / �'• 1 YARD FROM 50 FEET TO 40 FEET AND (2) A REDUCTION OF THE BUFFER AREA BETWEEN THE ELEC S - X131•33 STOCKADE r i N AD 83 GC ZONE AND THE A-20 ZONE FROM 50 FEET TO 20 FEET. 11 �' ��, 45.15' X131.34 �.- FENCE, _ _ _ �' , li \1�G/I CONC., 28.70' S I i X13F,.�i7 / 1I 11 / L i PAD ' W O p vAF L.P. 8. VARIANCE APPROVED WITH CONDITIONS BY THE ZONING BOARD OF APPEALS ON SEPT. 2, 2004 11 ,' r45 CONC. ; o o QF. FOR 1 A 30' VARIANCE TO SECTION 10.4.1 TO ALLOW A 20' BUFFER ON THE NORTHEASTERLY ELEC. BOLLARbS -� �o r` ' i 12.c34 O U/G (TYP.) EXISTING BUILDING LAND TO BE C NVEYED FR SILO 15.50' I - L¢• �33;2+/ Q�� CORNER OF THE LOT (50' REQUIRED) AND (2) A 5' VARIANCE TO SECTION 13.40 TO ALLOW A Il, f I TEL 780' #1006 SULLIVAN AVE. I'_ -_ _ , I / + N/F SCOTT -,HARD TO N//F ' PARKING LOT WITH NO PERIMETER SCREENING ON THE COMMON BOUNDARY LINE (5' REQUIRED) ' I FF:131.46 1' TIMOTHY MOR14RTY 2,299� SF` , AT 1000, 1006, & 1014 SULLIVAN AVENUE, GC ZONE. �,1� �°' ❑ ❑ 7�� 2 36.5' __�307 - - 1` I 0.052: AC.. / t �'v O• - - -- EXIST 1 T � f��L 1; 1 EXIST. 1' EXISTING BUILDING o LP N -<� I'ti '� 1� 1 6.5 23 5T'• l--� L � LR II r� o #1000 SULLIVAN AVE. O EX. CB I 1 0 1 r W 733.661(DEED 125'f) / 11 ATM M 'CHINE FF:131.41 Q L0 tp TF:129.70 1 t i I /INV-123.50(IN I 11 ' R00� O L.P. D INV:UNAV./TR P I E MAPLE ! 1 •'•I 20' •• E� I 0 4J HOOD(OUT) 0 1 1 1 1 I '20'BUFFER OVERHANG oj• EX. YD I 13 �'S 1 � �' TF:130.43 _ It 1 ! / l` I'•,• 11 II INV.-126.83(15") t J 1 t 1 1 t ✓ ;' N/F INV.126.83(6" S) ._ .` �' M I W p 62.90' / INV:127.03(6" N) t`1 ` rn ' ' r X136.841 l \ 11 Z' o �- I i X133,94 1 1 RONALD & PAULE MARTIN ►N I PILLARS rn L.P.LP 45.15' ' ' ' + 1 t \+� ' it .00' / 3 �P cn \ I t2 , 57.9' O / l C. R MP / ♦ , X130.95`- '\ O / I 1� METAL HAND RAIL , ' t ' ; , N F \ ' . H-CAP 1 CONC. WALK ' t t ; I 147 E - { SIGN F l i y I 1 11 t 1 \ RALPH C. & MAR Y T. 't t\ \' 1 �o' _ F. / 1. 11 113■7�f:~--, \` 1 1 \ I 1 A i J P. ' ' !7/HLL \ \ ♦' 1� GREASE I I t t ' \ ♦ 11 � ` �•�•»- ._•_ Og\ TRAP O i I ' II V. \ t t 1 '1 \ ♦\11 "DO NOT �\ G U♦ T \ \ ♦♦ '11 �G ENTER, ' ♦ \ ' ' n� SONE IGN WAY" "NO R GHT -"' v1 v1 I 1 + t \ 111 ' 1 ♦\ \I Exrsrl X129.13 SIGN GP N _ I o�1� i- BIT. I135.94 FENt POS>I >EX. CB X PAVEMENT P'--TF:127.67 S4 C.O. �94$ C.O. T EX. SMH UINV:UNAV./TRA BIT. C'9 TF:130.65 I \ HOOD(OUT) PAVEMENT I ' INV.121.15 \t \t �IIEX. CB 1 \ 1 I I i \\♦11 I I n n n EX. CS n n n n n TF:128.14 n� r==1INV.*UNAV./TR TF:127.83 INV:123.q4(IN)AP INV.UNAV./TRAP 1 \ _ I ' ♦ HOOD(OUT) HOOD(OU`f) O I 1 ' INV:124.18(IN) I I (O I ` 12 N 1 1 tl `♦♦ ' 11 ♦ �`,� _ j5" DPE. 15" HDPE. `129 94 'I 1 Il _ - - - _= X135.21 ,O` I ♦ ^l \ 'PLASTIC RAII _ - - _ _ _ _ _ _ _ �y 9 L. �_IIWISIT WELL I N ' \^ 1I ♦ P. _ FENCE L.P. - - - - = ^^r^^ L.P. �°F ' x�t28 BA 1 I CB _ ^ - - DBO - - - - - - - \ GAS ♦ 1 ` TR 29.57 \ 1 ` - _ � " INV:VNAV./TRAP HOODIOUT) \1 EXIST. { 1 WALL 125.46 _ _ _ _ _ 07 - - _ _ _ _ _ _ 24.6� HDPE � 11 9 TF:125.01 .�. 1 1 INV:1126.07(STUB) J 2' ` imri 9.ST(OUTJ ♦ _ _ _ _ c X119. 1 nwcrPOST r12t ' INV:122,81(8"IN) \ _ _ - 15" FE ` - �`p^ \ tP' GP B2" ADS': EX. CB ' t INV-120.01(4"IN) RCP < ► ,29.59' \ , N/F TIMOTHY MOR/ARTY I , ♦ ♦ �, INV:120.15 I INV:125.2 I++��) \ 19 070 S.F. 9 I 1 V:122.3.N) \ J X120.12 ...... D�? r / SIGN v:uNAv. TAP \ 1 11 124.5 ♦ �8 1 1, .. \ 0oo(w) \ �`- - - - - - - - - - - - - - -- - - +� . 1' ,1 TI OD(NW) 1P \\ X133.49 ` RIP-RAP ' f ` IX122,222T IC/WMPE S69QV 'i_ _ _ _ _ - - - -' - - - - � 1/ rX127.�3 1 9�' �rsP�E � ♦ R_502.71 I FENCE Posr C ) 210.09 __ __ ♦ _ 1 n _ 75.43 er- ��'r-■-» a ■ Ton= Ex. sliwE N 683 (b4" w Exrsr. /�P`- - _ _ 1 Exr L P. N 683034♦ W -�`T. - 3 ..78 Exrsr EX. DMH O ^D S-2.76 CHO MON. ST�QP B�R ♦ CHD MON WALL 15'• RCP -X125.91 1L6.10 \ ♦ N 868952.28 P/P£W/CAP INV.11'.4 11 O EX. DMH ♦ (N� TOP) INV:117.45(OUT) TF:125.94 ` ♦ 1 ♦ \ f 1051554.98 I INV:119.20(IN) D INV:119.44 ♦ �` ♦, � � ,1 1 11 11 11 � �I WALK DIRECTION'!� v EX. S.M.H. SNET187s � AFFI 51<;N a a ' EXIST. n INV.=f15.88 / Ex1sr. 4'c0W SIGN -- - - - S- \ DOST. 4'CA�1GR£7E WALK HANDHOLD �` ♦♦ �'` I X126.21 SIGN O G V` I♦\♦ ` \2a 6 T 12"ADS - -+-24 RCP -------_ / 128 BIT. ` ♦ ` TF:127.87 X12�.66 ~- ♦ EX. SMH EX. C.B. EX. CCB "�` 18"RCP 3 ♦ INV 119 77 T.F.-112.49 - �•LL431 - - _ PAVEMENT` CH OM INV.=110.14 2- - - - EX/SANG 80 SANITARY SE - / - APPROX. LOCATION _ SNET 184 UNE lIVV_24"(OUTL•11361 EX. S.M.H. 6"4 SANITARY ��L - ■ /NV. 15"(/N):15.2> LATERAL LA AL - _ T.F.=119.80 DISCONN \ 0 SANITARY /NV.=111.79 _ ?0'f DEEP 6" SANITARY LATERAL -==--_ Tf DEEP � � \ EX/S77P/O DOUBLE YELLOW L/Nf I 7F 128.33 /NV. 18"(IN):1239 / ^ /NV 12"(lN):123.83 /NV 18"(OUT).123.73EX. CC8 +/ EX/S7)NG \ --- --- L• +/ IF.1 291 ---- EX/SONG WHIIf LINE \ - -- A V E ' • U E W --[S2f� W \`A ' NV. 18"(IN).128.71 �N�\ '� ` NV 18"(our):128.61 Ex�snNc 12 `\\ _ G ` \ - G APPROX. LOCAnON 6 0 GAS MAIN G G G \ \ EXIST. SNET EX/SANG £X/SONG EDGE OF PAIEMENT SNEr G -- G --- _ G G SIGN No. 188 HYDRANT No. 187 - \ \ fX/Sf- APPROX. LOCAnON 12 0 WATER MAIN - W - W - W - - W - - W - - w - -W - w - W �I --��` \ \ \ EXIST. CHD MON. G \TB \ \ CHD MON. ■ ■ EXIST. O -- _ pCo \\ CHD MON. EXIST. ■ � \��-� \ � \\ ` EX. DBL CB CHD MON. V TF-'128.77 25.87 \ MAP REFERENCES: 1. PROPERTY SURVEY/CONVEYANCE MAP RESURVEY PREPARED FOR SCOTT LEONARD 1000 & 1006 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT SCALE: 1"=20' DATE: 9-29-04 sryC REV. TO 11-10-04 BY DESIGN PROFESSIONALS, INC. IF..•13�29� �INV.•127.89 2. BOUNDARY SURVEY PREPARED FOR FRANK MANNARINO & SONS, INC. THE NEIGHBORHOOD \ V �X�snt°oo \ CORNER OF GRAHAM ROAD & AYERS ROAD EXTENSION SOUTH WINDSOR, CONN. SCALE 1"=50' DATED AUG. 28, 1990 REV. TO 4-3-91 PREPARED BY ALFORD ASSOCIATES, INC. 3. PROPERTY MAPPED FOR LORI-ANNE FOWLER 1000-1006 SULLIVAN AVE. SOUTH WINDSOR, \ snyc�AFo F CONN. SCALE 1"=40' DATED 9-1-88 REV. TO 9-27-88 BY FUSS & O'NEILL INC. 4. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST WINuSOR HILL - WAPPING ROAD FROM THE HARTFORD -SPRINGFIELD ROAD \ \Xsnyc SOUTHEASTERLY ABOUT 12,500 FEET ROUTE No. 194 SCALE 1"=40' DATED AUG. 31, 1933 No. 132-02. _ F 5. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST WINDSOR HILL - WAPPING ROAD FROM THE WAPPING CENTER NORTHERLY ABOUT 7,600 \ \ FEET. ROUTE No. 194 SCALE 1"=40' DATED AUG. 31, 1933 No. 132-03. 6. SANITARY SEWER CONSTRUCTION SULLIVAN AVENUE AREA SOUTH WINDSOR,CONNECTICUT SULLIVAN AVE. STA. 118+0 TO 125+0" SCALE 1"=40' HORZ., 1"=4' VERT. DRAWING No. 16-A DATED 5-3-71 BY JAMES S. MINGES & ASSOCIATES. ~ RECORD AS-BUILT 29 X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS m II II ■ Tel. 860.291 8755 . RESURVEY PREPARED FOR: SHEET z X LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE D L? ry Fax 860 291 8757 OHM•VH�NT moo INFORMATION. ALL EXISTING UTILITIES SHOULD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. GRAPHIC SCALE ��t m o o BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 0 0 20 D 10 20 40 LOo CA• To M PLAIM Scott Leonard 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 1fr1of essionals, inc■ o I BY A LICENSED LAND SURVEYOR PRIOR TO ((�� CONSTRUCTION. 2 3/2/06 MADE CHANGES PER TOWN COMMENT DMG / IN FEET DESIGN: DRAWN.•MHA CHECKED.• RPM MO �° 1006 e711�l�Il�Yan Avenue 1 inch = 20 ft. civil engineers tanners surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2/20/06 GENERAL REVISIONS MHA � ,�� 't+^^-'' d g p y JOB NO.: 1585 DATE.• 10/24/05 landscape arch sects gis gps �� g �� ®�� IMPRESSION SEAL AND ORIGINAL SIGNATURE THOMAS L. EVAN , L.S. #18626 �' F"' _ -� OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: server/jObs/1585/1585baseAB.dwg r MAR 0 " 2GG6 JUTH WINDSOR EP,IGINEERING DEPT. � S ne . C Trf South Windsor BUILDING DEPARTMENT . ,•'"`°,ter �, NOTES: 1. HORIZONTAL DATUM IS NAD 83. 2. PARCEL DOES NOT CONTAIN INLAND WETLAND AREAS PER TOWN OF SOUTH WINDSOR INLAND WETLANDS AND WATERCOURSES MAP. 1984. 3. PARCEL IS NOT LOCATED IN A FLOOD HAZARD ZONE. N/F PANEL No. 090036 0004 B. 4. ALL MONUMENTATION FOUND OR SET IS DEPICTED. THE- L N/ IG BORn HOD 5. PARCEL IS LOCATED IN THE GENERAL COMMERCIAL ZONE. II EX..M.H. THE P�(7�D EXIST /Nt!=118.86 _ LR. S 6828'13" E II' _EX 24'MAPLE EXISTING 10' NI SAN./STORM 3CC T_T LEONARD 69 597 sq., ft. II �.----SAN. STRM EASEMENT X135,57 ! '•5� -ate + _ X136,93 ` - - ; X13�,66 �' 1 X136,63 Exisr. I' _ _ _ .......... ..............................................•-•--....................................................................................................I.................... - ` " - - - - - - 'I _ !......... �........`.....`.". ..-13.._...-..................................... ._._ 20'BUFFER LIVEr.,... .. f.............. - - - - - - - - `'........................................................ r.........................- X132,90 ,� - II ' - - - - - - - - - - - - - - - - - - - - - - - - - - - -134- - _ _ _ _ _ _ ,_,' 11 sj CONII IL 77.8 DUMPSTER C, IL PAD �I CONC. " II ` DUMPSTER PAD W ,j��,�,� W 2. t C 1 `� b X131,21 �"'1� TF•`t�29.32 �30,I TF:131.70 131.25 W--� - '. X132.23 PAVEMENT matt-- INVIIA�ev/TRAP INV:125.00(IN) ♦ cv 11 1 BIT. 1 HO0D(0- INV.UNAV./TRAP , �n:131.57 ` '� I t , II G HOOD OUT IN •124.27(IN) s' ► i r I II '4� 1 - ^ PAVEMENT G---- I INV: NAV./TRAP W ° 1 15" HDPE 15" HOPE I t / HOOD OUTPROPOSED PROPERTY LINE 771 U G0. WALK3ELEC 131,3 45.15' X CONC. 28.70' y IPAD U o ,>CONC. _j oo '� S68'281 .EELECBOLLARDS QSILO /G (TYP•) _O 15.50' O oEXISTING BUILDING 5 � LAND TO BE CONVEYEDIFROM- X 3 ;9 7 80 #1006 SULLIVAN AVE. y N/F SCOTT LEONARD TO N/F FF:N/A TIMOTHY MORIARTY 0.052f1 AC./EXISTING BUILDING 36.5' I,- /sr. r( I 1 u.nnn e-,u, ,.,�.� e.,r O - - - /,P t + JV Rt'9 z'4 ! .. _ `I �! � EXIST. f1vvv SULLIVAN AVE. \ o EX. CB o ` V~=✓J' w 7J,566i(DEED 125'f} 1 hn. ATM MACHINE FF:131.41 I (o TF:129.70 I N/ II I' to NV:123.50(IN 1 I F II ROOF I '• O D INV.,UNAV./7R ' I EX MAPLE 1 + l RONALD & PA ULE MAR TIN��POST II � OVERHANG G �p EX. � I HOOD(OUT) � 31 y 1 I ,I 20' o TF:t 30.43 20'BUFFER 1I I INV.126.83(15") s< ti I 1 '•, ,yl l INV.126.83(6" S) 1 r t a 2'X2' - ❑ - ,`Q2.90 INV:127.03(6" N) N t a, II o �133,94 �! i ` tt w- PILLARS O II 1 (�•) 3.00' rn 45.15' � I I N/F ,zt, II 57.9' °o 131.E ty I t� X130,95 , H-CAP colvc. WALK + ; ' ' tip' SIGN �• RALPH C. & MAR Y T. � � � � HALL p , GREASE t, `\ ♦\ II "DO NOT f ONE WAY' NO R GMT r y W TURN' 1 � t♦ t y I �� SIGN SIGN I FEND POST' r Ex. CB '� G S PAVEMENT REFERENCE MAPS: ` \ I Evsi . ►II X129,13 ,• � r 1. "BOUNDARY SURVEY PREPARED FOR FRANK MANNARINO & SONS INC. t I I + II \QTF:127.67 'S4 C.O. 31T g.4$ C.O. l� EX SMH t I U INV.UNAV./TRA 9 TF:130.65 1 1 THE NEIGHBORHOOD, CORNER OF GRAHAM ROAD & AYERS ROAD EXTENSION, i i HOOD(OUr) PAVEMENT r ' INV.121.15 1 ; SOUTH WINDSOR, CONN.' SCALE 1'=50', DATED AUG. 28, 1990, REV. TO 4-3-91. i r , ` ' ` PREPARED BY ALFORD ASSOCIATES, INC. I I \ Ex. CB EX. CB I W r lI TF:127.83 TF:128.1 i j I \ 2. "PROPERTY MAPPED FOR LORI-ANNE FOWLER, 1000-1006 SULLIVAN AVE. I I I ♦ INV:UNAV./TR P INV.123. 4(IN) INV.UNA . TRAP SOUTH WINDSOR, CONN." SCALE 1"=40', DATED 9-1-88, REV. TO 9-27-88, $ _ HOOD(OUT) _ HOOD(OU �.�. _ I W PREPARED BY FUSS & O'NEILL INC. i ; ►` �j�6` II \ 12 t�" D E INV 124.18(IN) 15" HD �+ 1 t 3. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF I + \ ;� + ` 2 _ _ _ _ _ _ _ _ _ _ _ _ _ ,` _ _ _ _ _ _ _ ` _ r �s.o ,I I X135,21 d� 1 II - SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD FROM THE HARTFORD - ' \. _ _\ ' ^ � $ 128- - - - _ _ 9 I'� EX. BAYSA ► 1 N ` \ _ °F TF:128.88 SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET. ROUTE No. i 94." � ` _ � - ` ' _ - _ t \ ` ' EX.+CB SCALE 1"=40', DATED AUG. 31, 1933. No. 132-02. I ♦ II I II.12g_57 \ i _ � "- - - - - - - - - - - - - - - - ♦- .�J;Ir� \ I \ ; t �1 RETAINING 125,46 _ _ _ _ - _ _ _ 9 24 63 15" HOPE .{1NAV.(S E) HOOD(pUT) 4. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF �`• t EXIST.' WALL TF:t25.01 - - - I INv:1,2s.07(STUB) \ SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD FROM THE WAPPING X119,�1 y�p�T II x12Z ♦� +Nti:ri nODT3 - � - . _ �%, I p B + \ CENTER NORTHERLY ABOUT 7,600 FEET. ROUTE No. 194." t II I\ - - INV.122.81(8"IN) t_ _ _122- - - is" FE` - - mot- <,� '",' \a k�O 2" ADS EX. CB t IV/F TIMOTHY MORIARTY SCALE 1"=40', DATED AUG. 31, 1933. No. 132-03. :NV,.120.01(4"IN) RCP `� t ' 7:129.59 1 ` ' ♦ ` -120 INV-120.15 �- I INV.-125.2 1 \ > 19 070 S.F._1 1 INV. N J • 5. "SANITARY SEWER CONSTRUCTION SULLIVAN AVENUE AREA, SOUTH WINDSOR, N II 1�� \� Ir X120.12 INV.UNAV AP ` �\ 0. 43 AC. CONNECTICUT, SULLIVAN AVE. STA. 118+0 TO 125+0", SCALE 1"=40' HORZ., t 24� ♦. 88 �.�, �1, , y INV.UNHOOD( ) t � . _ - - - - � I _ 1 r r INV:UNAV. TR P \ 1"=4' VERT., DRAWING No. 16-A, DATED 5-3-71 BY JAMES S. MINGES & I II �1�s `! ` " - - -122- - - - - - _1 r , HOOD(NW) \ ASSOCIATES. iX128,22 ' •MAPLE •69 _ _ _ 1 RIP-RAP _ - - - _ ! =8;35'48" E T. /P. o Q -124- - - 1 xrsT. zv87501 x FDVCEDST (C MPE) -- � 1 .09 t- " • 1 r 1 X127,13 gp/KE ` EX.)1 ,MAPLE EX 24'MAPLE I ..��. .� �.-��.-- --'�T----f-I�.�.r-.r `�,�.... • L 75.43E.1; 3D•MAPLE EX. DMH EX S7taYE N 68• 34" W • EXIST. /.R,- - - 1 26- ♦ 1 EXIST S N 68;30 34` W Xl "AP T -3778 /� 15" RCP D �C125,91 S-2.76"- 1 'X,126,10 �. \\ r '" , �. --... II tyAL,L n CHQ MON. CHD MON. EXIST. \/ 868952. PIPE WICAP TF:121.50 II EX. DMH ♦ � (NQ TOP) \ `� 1 98 INV:117.45(OUT) TF:125.94 \ `♦ I i \_�`" BIT. ��Q INV:119.20(IN) D INV:119.44 ♦I _`_ CN> £X. S.M.H. SNET187s PAVEMENT EXIST, 4'CON EXIST. S Nl!=175.88 EXIST. 4'CAVCRM WALK `♦ c> ! / ` SIGN EZECMIC S , HOLD `` EX. SMH EX. C.B. EX. CCB "`^-- 18"RCP k¢ - - ♦ TF:127.87 X12�,66 T.F.=f12.49 -7F• EXISTING 8 F1 SANITARY SELL£ I"� INV:119.77 1= = = = = - -1193L - - - - - - - - - - - _ - - / EXIST. -- - /Nl!=110.14- - - - - - - = - - - - - - - - - - - - _ _ - - _ _ -. __ - _ _ -'•- - _ _ - - - - SNETIB4 GNOMON. APPROX. LOCATION - - - - - - - - - - - - - - - - - - - .- - - -EXLSw_G WyLTEL/N�INt! �4"(_V7)•�61 EX. S.M.H. 6"rb SANITARY \ APMOS�L SA _ _ _ _ _ _ _ _ _ _ _ _ _ _ = z = �S� INV 15'(IN).•115.21 T.F.-119.80 LATERAL DISCONNE SANITARY /NV=111.79 t DEEP 7'± DEEP RY LATERAL a LA AL 77NG DOU&C YELLOW UNE 2 7F. CL31 1 R 7F:•128.33 y y INV 18"(IN).•123.9 INV 12"(/N).•123.83 INV 18"(OUT).•123.7.3 S U / / + , I EX/STING �� EX. CCB ` EX/SANG W 117E LINE L•• �/ A N V �.. N WG TF.•132.91 EX517NO 12" ;fwA �� INV 18"(IN):128.71 W --- w -- jN` \ INV 18"(OUT).•128.61 G G G G G" APPROX. LOCATION 6 i� GAS MAIN EXISTING EDGE OF PAVEMESIGN + NT y -`G EXIST. SNET -�p�- EXISTING �'- � ----_ _ No. >88 �P yYDRANT SNET --G--- £X/ST' APPROX. LOCATION 12 WATER MAIN W - W W - W No. i87 W W - W - - W `= W ' I` G� 'G _G. CHD M0: ■ EXIST. O 'r �; _•t ■ �"""• ....'." RC'O �\ CHD MON. _ D =� �t XIST EX. DBL CB CHDEMON. \ �� 7F.'128.77 _- INV 125.87 •� -I'/SJ7yc �\ TF.•13.29 B i�•liy'E' INV 127.89 FXsnyc �Bl ` �• � \Ali., RECORD AS-BUILT s c x i. UNLESS OTHERWISE NOTED, EXISTING UTILITY �� m II u REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-i THRU 20-300b-20 Tel. 860.291 8755 x LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE p RESURVEY PREPARED FOR: SHEET n 0 c, OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE � Fax 860.291 8757 00 INFORMATION. ALL EXISTING UTILITIES SHOULD m0� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE e��n � �(� vo SURVEY CONFORMS 70 HORIZONTAL ACCURACY CLASS A-2. zo 0 tI I ,o LOC�LQ M U''!��l1�1UG Scott Leonard 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. �Professionals,, Inc. .T BY A LICENSED LAND SURVEYOR PRIOR TO tIN �T DESIGN. DRAWN.•MHA CHECKED.• RPM . 1l®�( �t��fln�y� 3. THIS PLAN N. civil engineers planners surveyors n Avenue IMPRESSION THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 1 inch = 20 it~ C landscape architects gis gps 110B NO.: 1585 DATE 10/24/05 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 SOUTH WRINMSORo _.. _ hsr� .� , .":.:;:sar.scotaac�.�. . �,smassw:;.:,x„rs:..�,u.�s�..:�ru-.;:.•,:x - � ....r•� :rt-. -�•�.s�ra�... --....sz,.. r�uec....,. �e�i _ _ ✓" WING ND� �'�rver 1©hs 8':� 1:�'R�' � � �,•�rf a I 1 D ()CI 2 6 2005 South Windsor BUILDING DEPARTMENT � t •"Til `t;IN4Sr4R OCT 2 6 2005 �4 SY� 6'WiL:i+'i� �;yi. >>1'tt4 uucn�icatlr.•s n „ o r�try an SOUTH VVINDSOR a't"r dons to his certified that t:,is PI d bufldtng or ENGINEERING DEPT. :.nPits ct the prop... / :rected at '� ��VU�O �—ia apPlicaticn ant' i nts si ated all -„ninq �.-ther With amendme tc c,m UIV • Ian and I afr" natt U' l a:vc and suer or do rs .ts ,vith ? _. Buildln6 G�Fart mcnf ;,'"of a PuitdtnF ris Jy t1cPPI ration and final issuance rrmit. su tn� cond,tion trial fined _��—' shall Ue' ,ton is aUI'rnv`d uulld,ng r.., .tnd <;C'd inJ ncrs r,gulatinQ 't! These fi4ed with wed No 3 � ;3 � N/5- THE NEIGHBORHOOD ( PUD 1 EX. S.M.H. £X1S1ll INV 18.86 ; » is C 6:i2'7R 1; C NOTES: 0 ♦ I STOCKADE I ♦ t \ / , 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU STOCK I I --EXISTING '°' N/F SCOTT LEONARD` 69 597 sq. ft. 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SAN./STORM I SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT EASEMENT 159 OC. X136.93 - - - - _ _ _ _ X138,66 ,� t EXIST. - �1 ` - X135.57 - - - - - - - - - - - - - - - - X136.63 LP I BANK SIGN ASSOCIATION OF LAND SURVEYORS, INC. IT IS AN IMPROVEMENT LOCATION SURVEY BASED ON - - _ - - ..-••� 20'BUFFER L/N£_ A RESURVEY (MAP REFERENCE #1) CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND X132.90 - ` - - - - - - - - " - - - _ INTENDED TO BE USED AS AN "AS-BUILT" LOCATION SURVEY. III _ L.P. _ _ - - - - - - - - - - - - - - - - � '�Qp:, - - - ' ` ' = - - - - - _ �- - - - -♦ 2. HORIZONTAL DATUM BASED ON NAD '83. II 3 ---' V71" \ ♦ P. _ ��'4 ` - - ' ' \ 1 P. ♦\ ? 3 11 18� IT�- \7- INV:3. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. TocKal X13L77,g' l X133.06 CONC.NGE J ` DUMPSTEE24. PARCEL IS ZONED GENERAL COMMERCIAL "GC" PER THE TOWN OF SOUTH WINDSOR ZONING MAP. ,IpdP= I\ �J,-A . � PAD♦ LJ LJ LJ LJ U ' FENCE TOOCKADE5. PROPERTY IS LOCATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN "BYPASS 131.21 1391PER FIRM FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 090036 0001D II ° DUMPSTER LANE" SIGN �` �49REVISED: FEBRUARY 23, 2001. -w.v W.V. PAD W.V. ' -W- W ER Cg W -i ° BI X131,21 _ _�- izs.32 30,63 TF:131.70 131 X132,23 PAVEMENT \-- W.Y.- -- y- INV:14s.6. THERE ARE NO REGULATED INLAND WETLANDS ON THE PROPERTY PER JOHN IANNI OF HIGHLAND -- I UNAV./TRAP DO I ♦ EX. CS X134. 9 SOILS, LLC. X1� .9 1 GA / "DRIVE-THRUHOONNQUT) INW.UNAV./TRAP GV• tBIT. GHOOMOUT V I I 10. 24.27(IN) ` \LANE I G U AV. TRAP \ 0 1 7. VARIANCE GRANTED ON JULY 5, 1990 AND SEPT. 6, 1990 TO SECTIONS 4.5.4.1 & 5.2 BY THE ' LIP ' PAVEMENT \ �'15" HOPE �� V =HOPE I t OOD( LIT PROPOSED PROPERTY LINE \ ZONING BOARD OF APPEALS TO ALLOW (1) A REDUCTION IN THE REQUIRED MINIMUM FRONT , III t U/G "�3Q 11 / T t cork. WALK I , ' ! r: , YARD FROM 50 FEET TO 40 FEET AND (2) A REDUCTION OF THE BUFFER AREA BETWEEN THE II I ELEC S�, 'a. 45.15' - X131.34 X131.33 i STOCKADE y1 �! // NAD 8 3 GC ZONE AND THE A-20 ZONE FROM 50 FEET TO 20 FEET. U�G i PAn c> 0 28.70' yo I _ ____�� I t �� c"co•no'a�»r_ -' - ` X136,S�7 / �. n- _ \J o o .� �L.F. 1 / 000 LO 1 S. VARIANCE APPROVED WITH CONDITIONS BY THE ZONING BOARD OF APPEALS ON SEPT. 2, 2004 II , ,5 �c. o w o o - �?� Fr ELEC. BOLLnRDs ram; ,�O i i 2.$•4 , FOR (1) A 30' VARIANCE TO SECTION 10.4.1 TO ALLOW A 20' BUFFER ON THE NORTHEASTERLY U/G ( •) -moo EXISTING 3UILDING SILO 15.50' h. I' 133,24 LAND TO BE CjJNVEYED FR CORNER OF THE LOT (50' REQUIRED) AND (2) A 5' VARIANCE TO SECTION 13.4a TO ALLOW A II, TEL #1006 SULLIVAN AVE. L '. , Xi3�,92' (" 7.80' II - I I N/F SCOTT LEPNARD TON F r PARKING LOT WITH NO PERIMETER SCREENING ON THE COMMON BOUNDARY LINE (5' REQUIRED) k I �I ►' TIMOTHY MOR14RTY 2,299� SF�/ ill 01 ❑ ❑ 1� 2 36.5' I 0.052 AC.f AT 1000, 1006, & 1014 SULLIVAN AVENUE, GC ZONE. , _ -_ / ,I II �~ EXISTING BUILDING �' _` _ _ EXIST. f '- �_f t EXIST �I ~ #1000 SULLIVAN AVE. ~ 17 o o Ex. CB LP t I V 652357� W T33.66'I DEED L LR II o FF:131.41 C° TF:1zs.70 I t o 1 I t >25'f ATM MOCHINE 'n 40 NV:123.50(IN 1 7 I I 0F� O L.P. D AV.UNAV./TR I t I` � MAPS I t III OVERHANG ° 0� EX. YD HOOD(OUT) t I 1 ! 20' ,20'BUFFER FENCE POS III I II ° b / TF:130.43 INV:126.83(15") Nlfro INV:126.83(6" S) t h' I I t X136.84 I X2' ❑ �02.90' // INV:127.03(6" N) o ( ^ t X133.94 I I \ RONALD & PAULE MARTIN n ` PILLARS L.P. 57.9' _.•.•---'."`-- �vv // L .)1 C. MP31 8 L.P. '130,95 O I .,3 METAL HAND RAIL I 1 1 N/F ` t . H-CAP V CONIC. WALK t t I t 47 F ; SIGN F I II �� RALPH C. & MARY T. r, Ii lip Iw1 � 11 -� UAI � \ � � t` � u v I _ i � � .r. \ TRAP^E O _ (� // r4A III"DO NOT ��ENTER,ONE WAY" "NO RGHT v1-A SIGNTURN Easr X129.13 SIGN �P�`Il or;1� I BIT. I135,94 FENCEPOS7 >Ex. Ce 29 ff - - - -S- - - PAVEMENTTF:127.67 54 C.O. 4$ C.O. EX. SMHHOD(OUT)TRA PAVEMENT INV11265�� on noc. ca. 1 \ I T 20 IN*i20.w I a \ TF 127.83 I I I INV:123.54(IN) i4 1 1 1 ♦1,{1�♦ t II IIINV:UNAV./TRAP I INV:UNAV.%TRAP I I I \ 1 1 I ♦ 1` ♦ -I- HOD(OUT) I I ( I I I HOOD(OUT) I 1 1 ♦ II y0 INV:124.18(IN) J 15" HOPE Q�� W f� " HOPE, - I � \ ;f• ' t t\ ♦ - - - -_ I {I 129.9 VEXlST. t X135.21 `RAIL N1 t _ �O - X BnYSA L. COAC. WELL I I t♦ 1� -�\ P. FENCE L.P. - ' r--��l�-- � AF I 1728-88 �1 Co ; 1� ^_ - - - - - DBO - - - - - ♦ _ - S ♦ I TF.129.57 \ INV:UNAV./TRAP H RETAINING _ _ 24.63 t 5" HOPEou>7 ,L',9 ` 1NVF1T9ST(OUT7 ♦ / ..�; t i I INV:7126.07(STUB) t EXIST.' I WALL ♦ � X119.t1 FE{Y(L�POST III I �,, �'2t" - INV:1?? 18"1N) , _ - - -5-F- - _ E ; \ \9 ktGP B ` d ' ` \\ ` N/F TIMOTHY MORIARTY ( t. 12" ADS x. ce S.F. � ♦ ♦ IN: (4-IN) RCP :125. \ 19 07 S F 1 INV:1:0.15 t INV:125.2 I ) 111 ' III` .I ♦\ ` `'\ -�tj-` k9b I t SIGN �v:1z2.3 129.38 \ / I \ ` ♦` - X120.12 �+ 2/ , V:UNAV. AP \ 0.43 AC. ' t II 124.5 88 OOD(W) 1 \ + _ - - ± - - - - - - - - - - - ! f I V:UNAV. P X133.49 RIP-RAP IX122.22 E T. L • .9¢ - ' t ! ' rsr. I \♦ R_ � Evsr. o .t I 1 X127.�3 =502.71 PENCE POsT (C MPE) 2 210.09 - -- ♦ _ t - ( SP E 5D.4)7; Z=75.43 -- EX/sr. La - - - - - -Ex19T -- - - T`on-37.78 S70V£ N 68 3 (34 W � „ - � � ! � ` % L P. N 88 30 34♦ w EX. DMH WALL O RCP •..r"�'�-�^D --XI;5,91 5-276 �126.10 CR)041) TON. ST P BICR ♦ CHD 895 •� EXIST. TF:121.50 II O 15" ^""-" -�•--"" EX. DMH - � ♦ (N� TOP) � � ♦ N 868952.28 _'-"�.�?lPE WfCAP INV:117.45(OUT} TF:125.94 ♦ !," t I I ♦ I \ £1051554.98 - .. INV:119.20(IN) INV:119.44 ♦ `\ ♦ I l I CRrX WALK DIRECTIONAL �D EX. SU.H. SN£TlB7s `f t AFFI IGN _ g• INV.=f75.55 s _1"STOP" SIGN \ l �Z86 EXIST. � ! ST. 4'CON SIGN S EA7ST 4'CAVGRETE W,4lX ELECTRIC HANDHOLO X126.21 1 O - 1_ 28 G.V.' � I T 7 f-24'RCP ----- - ---- v BIT. ♦ I TF:. 617 X12�.66 --� 12" SMH ADS 18"RCP ♦ INV:119.77 £xrsnNc B m sANrrARr s£wE _ - - - PAVEMENT ♦ / £MON EX. C.B. EX. CCB W r.F. 112.49 -TE tfo.;l _ - - - - INV.=1>0.14 t= _ _ CHD �� /NV. 18" /N :115.11 -APPROX.LOCATION - -s -_- X L N ■ -- D6S77NG WNr7E UNE_ /NV 24" OUT:113.6f £X. SM.H. N T f84 - - - - --- --- -- - - - --- - -- - ( ) 6"0 SANITARY -Eft Ya- s -- "6 ANiTn'"Y --� /NV. 15"(/N):>75.2> T.F.=119.80 LATERAL I DISCONN ---__ \ lNV=111.79 -- 10'# DEEP - 7 t DEEP Y LATERALLATERAL \ \\ \ - - 6 SANITARY _EX/STING DOUBLE_YELLOW LINE -a-�., F 7F.•>28.33B 1`\\ i -------- ------ - /NV. f8"(lN):123.9 ` \ AVV rNV 18""(OUT).>23.73 S U I EwSWCTIMG- �� EX. 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PROPERTY MAPPED FOR LORI-,NNE FOWLER 1000-1006 SULLIVAN AVE. SOUTH WINDSOR, CONN. SCALE 1"=40' DATED 9-1-88 REV. TO 9-27-88 BY FUSS & O'NEILL INC. 4. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST WINDSOR HILL - WAPPING ROAD FROM THE HARTFORD -SPRINGFIELD ROAD `FX'snyc SOUTHF^STERLY ABOUT 12,500 FEET ROUTE No. 194 SCALE 1"=40' DATED AUG. 31, 1933 No. 132-02. \\ 5. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST WINDSOR HILL - WAPPING ROAD FROM THE WAPPING CENTER NORTHERLY ABOUT 7,6C- FEET. ROUTE No. 194 SCALE 1"=40' DATED AUG. 31, 1933 No. 132-03. 6. SANITARY SEWER CONSTRUCTION SULLIVAN AVENUE AREA SOUTH NNDSOR,CONNECTICUT SULLIVAN AVE. STA. 118+0 TO 125+0" SCALE 1"=40' HORZ., 1"=4' VERT. DRAWING No. 16-A DATED 5-3-71 BY JAMES S. MINCES & ASSOCIATES. RECORD AS-BUILT Six 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS m 11 11 Tel. 860.291 8755 ^tom M M RESURVEY PREPARED FOR: SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ONPRICYE :/t ER7 �-�X � Fax 860.291 8757 u u u�` `' uClu u V y Can INFORMATION. ALL EXISTING UTILITIES SHOULD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NO7EU HEREON. GRAPHIC SCALE §j��' C m o o BE FIELD VERIFIED PRIOR TO CONSTRUCTION. Scott Leonard 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 20 0 10 20 41 g ■ ■ n ©C IGIN �(� �N BY A LICENSED LAND SURVEYOR PRIOR TO i�111111111 r of essionals inc 15 [ry 1! IJ�uV LSlnl�v ° 1 rF CONSTRUCTION. ( IN FEET ) DESIGN. DRAWN••MHA CHECKED: RPM 1000 �° 1006 SuIRivan Avenue �� ■I civil engineers • planners surveyors 3. THIS PLAN IS INV:'-LID UNLESS IT BEARS THE 1 2/20/06 GENERAL REVISIONS MHA __ 1 inch = 20 ft. landscape architects i5 4.�s ✓OB NO.: 1585 DATE.• 10/24/05 IMPRESSION SEAL AND ORIGIN,!_ SIGNATURE THOMAS L. ANS, L.S. #18626 p g mtrn�Tt1�♦ ](� �Y��T�+,1� 5t Ti��iw OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY �� 165, South Satellite Road, South Windsor, Connecticut 06074 DPNWING NO.: server/jobs/1585,11585baseA8.dwg ®�� lla��S®__' ®a�A�1�ilL�1i�\S/u 1900386 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 06/11/2019 GIS ID: 87301000 FEE: 126.00 MUNIS APPLICATION# 201901042 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: GRAPHIC IMPACT SIGNS ADDRESS: 1000 SULLIVAN AVENUE ADDRESS: 575 DALTON AVENUE OWNER: -MEG L 1000-1006 SULLIVAN AVE LLC P O BOX 412 PITTSFIELD,MA 01201' DESCRIPTION OF WORK: REFACE MONUMENT SIGN WITH TENANT FACES REPLACE 3 WALL SIGNS FOR BERKSHIRE BANK SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVEDxig:: DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUIL G OFFICIAL 6/11/2019 9:55 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 2000054 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 02/28/2020 GIS ID: 87301000 FEE: 18.00 MUNIS APPLICATION # 202000286 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ADT ADDRESS: 1000 SULLIVAN AVENUE ADDRESS: 70 IVY BROOK ROAD OWNER: M E G L 1000-1006 SULLIVAN AVE LLC P O BOX 412 SHELTON,CT 06484 DESCRIPTION OF WORK: RUN LOW VOLTAGE WIRES TO 3 CAMERAS FOR SECURITY SYSTEM (1004 SULLIVAN AVE) FOR BATIK SALON SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/28/2020 3:45 PM TI IE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500390 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 10/27/2015 GIS ID: 87301000 FEE: 30.00 MUNIS APPLICATION# 201501474 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: LENCO ELECTRICAL CONTRACTOR ADDRESS: 1000 SULLIVAN AVENUE ADDRESS: 434 WALL STREET. OWNER: M E G L 1000-1006 SULLIVAN AVE LLC HEBRON,CT 06248 P O BOX 412 ROCKY HILL,CT 06067 DESCRIPTION OF WORK: HAND EXCAVATE 18 IN.TRENCH FROM EXISTING POLE LIGHT TO THE NEW PREFABRICATED BUILDING.INSTALL 3/4 PVC CONDUIT AND CAUTION TAPE IN TRENCH. EXTEND 20 AMP 120V CIRCUIT FROM THE POLE TO BUILDING.GENERAL WIRING FOR BUILDING LIGHTING AND OUTLETS. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/27/2015 11:15 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800564 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 10/29/2018 GIS ID: 87301000 FEE: 108.00 MUNIS APPLICATION# 201802060 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: GLASCO HEATING&AIR CONDITIONING ADDRESS: 1000 SULLIVAN AVENUE ADDRESS: 56 GLENDALE RD OWNER: M E G L,1000-1006 SULLIVAN AVE LLC P.O BOX 412 SOUTH WINDSOR,CT 06074-2416 DESCRIPTION OF WORK: REPLACE GAS FURNACE&A/C SYSTEM WITH SAME UNIT 1004 BATIK SALON SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APP160 ED,BY T a 1LD�ZI-G�D-EPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/29/2018 1:46 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE