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HomeMy WebLinkAbout00-47P_RANCO COLLISION REPAIR_COMMERCE WAYv 41 O ���'• :110Oil OD /Y o 21 L F ' ` SSG 1511 HDPE •� )/ Zg5 ..•'IL ' AREA TO BE MAINTAINED CAC SIGHT � cur 7>. 6-:r JV rl 1 I ry C �1 � � •g Q ! f ;tiy t:,.l�, LEGENDbo,.o,.��r, 63� LF _ �oGr` 6'1• L/� IJ I IIY V rrTVr VJCU V- a r< 15-- HDP E as-- - Contours an S = 1.52 % /52 3' ,t Spot Elevations © A�v / 81.1 Well o �`_ �` x R -10 F _.,.. _... • Percolation Test _ ,; •. Test Hole <!- 0 Leaching Trench Cg� ,0 20 CB- / I \ A Curtain Drain �5� �2 ? / 1 TOPSOI L''�: 0 ?' o Survey Control Point J �' 6 B IT. ' Staked Haybales Q / STOCK PILE; _ \. /.5 CUR Is. .' WF-n Silt- Fence --- . Oy - :. .:,.r,-•......,:..>r,<.....,F.::u ••••••�••••••••• Flagged Wetland Boundary ° 10QW HPS E8510-1 Wall Dowrllight ° 1 \, 6 G.V. a2 a I LIGHTING DETAIL 50 '(h \ 9 I N .T. S. 'j' R-38 R- 13' .�OQ� y.C? MH - I �'' _ 1 11 00 IN 1 5�4�. 02.33 $�F , , P�. �, .. y� - �` 9tt` C� TEMPORARY 1 C= 18q!(D5, l 2q� 2 5 / / :.;:'` I CONSTRUCTION r I 0 SAN. M.N. - T.F.=80.01 C = 74.05 1 ENTRANCE �A oft"•'.`.���,if.•� G R A .cam ASSUME 1 FL--74.6 83.5 SAN. M.8• PAVEMNT SAN. p 2� LATERAL SIr� RC. wF � 8 \ S.•'. a -. 7 ` \ it r t ;S ``s i * O O- / •\ d'IWO M4 \R \ IQ I I R414, / I O' X 20, C/O N C R. I DUMPSTER PAD83.9. WITH 6 hIiGH SCREENED I.- O t�• U �f '{�'� -� ENCLOSURE WITH GATES - a2 ta CURVE DATA g, r k A= 00 16. 15 O \ t'iQ ,n "�a tW vm* R= 1,303.70r 83.3 WALL PACK LIGHT , r c�,,l, K'a., yr,,- .tsi �S•u M'Y,� y i '`�?i x' a,, �,r ,Y�r4�""}'Stl X STORM DRAIN f S M�Yt�r Sk �'�rgr�'� / ETYP.) ` ..'rr¢ ui^'0.'.3�'.2su3�'.Y*o �rY rx'., 79,. .>i'9-.2 CURVE DATA ELEVATION TABLE fit' 1 l / C.B. I dr3riC r{sx .d A = 23. 24. 12 - \ � aq h +1 ` �7 ra ysyl �h Yr 6 7�\ 5a cn jw x R = 4s.94' T. F. = 81.40 h �r,y'du� ` ( / CO N C R. j x ,,ti;�t�a�., r ` ' 5 L= 19.17 iE = 78.01n 6°/770outl5° PAD (TYP) a�'�ssn I \�(� 41,�:u���urin�ra✓ 3 ��AU\{:rr � �� I ! / C. B. - 2 T. F= 81.40 L 1 T 9 f 2 S' 185,600 N E = 76.68 in /out I.0 8 9 ± A C. I / 1 MH -1 I T F= 8 0. 7 .E--� i f / 6o" oE IE= 75.72 in /out I IN I 50' 6" PVC ROOFWATER ) ! 11 a �� MINIMUM DRAIN (S =1.0% 1 / I 1 co 4" MINIMUM THICKNESS F A. ! I 1 1 C\� 6 1 'rCRUSHED STONE;; PER CT. DOT , I 11 \ 0/<4�,L GRADATION B �� ti � � ti c sF ! 1 � O FILTER FABRIC 20� s'� 1 \ SB ( TeQc/r I l �� Ono TEMPORARY CONSTRUCTION ENTRANCE DETAIL sm I- 11)l 1 I NTS 1 SEDIMENT FILTER FENCE N.T. S. S2' RAMP IGN CURB TYPICAL PARKING SPACE 15' SINGLE HANDICAPPED ' PARKING SPACE 18 3 121 94 4" WIDE PAINT STRIPE PAINTED SYMBOL PARKING SPACE DETAIL NT.S. \ I E L•= 6.0, Zoning Commission shall be considered having met this requirement. ! t 2■ 2. The application shall indemnify and hold harmless the Town of South So+M ,t•�'- 6• 81T. CURB pp • y Q� y %%,, ` r 29, J CONCRETE Windsor against any liability, which might result from the proposed e /'fin �n�� �v�r� -.. WHITE operation or use. � r: 1640 SUL IVAN E S UT IN SO CONN. 06074 4- �` AREA CODE seo / 6ao-2s77 �l II BACKGROUND I 3. The permit is valid for five years and shall expire on November 1 �kosoa co�r P I 1' o a , • 4 � PROCESSED 2005. It is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at / AGGREGATE BASE p fY November 14, 2 - / BLACK INTERNATIONAL O 71S Y M least 65 days prior to expiration. IDENTIFICATION SYMBOL CERTIFIED MAIL S PL P.PnOVAL SUAIL (: / 2" SOLID BLACK 8" BANK -RUN 4. All approvals required must be obtained and submitted prior to any NOTESBORDER GRAVEL activity on the site. y: yy ' 'st NfblS..r..aw...+. a.e�•.emw.e.a,.. Mr. Jonathan Festa r •u' { a I. EXISTING TREES ARE MAPLES, OAKS AND FRUIT TYPES WITH 107 Old Windsor Road w 5. A contact person shall be identified on the plans. " _ � 1 eft9= I WEEPING WILLOWS DY PONDS. Bloomfield, CT 06002 s I- / • - �..��.--t'l;�.r•.i.r�i �°�%� �'" 4� f� 2. PLANT GRASS THROUGHOUT NON -PAVED AREAS. / 6. We recommend a bond in the amount of $1,000 be submitted to the Dear Mr. Festa: �; �, H A14 D I CA PP E D Planning & Zoning Commission to ensure compliance with the Erosion 0. T-1� �.a4.�I�`� I ARKING 3 BLACK PARKING LOT SECTION t, ,=u;.-„�,„g . � � � �� and Sedimentation Control Measures. Re: Appl#0047P,RancoSitePlan REINFORCED RUBBER HOSE AT FIRST BRANCHING STATE PERMIT LETTERING NTS 7. Trap hoods and 4-foot sumps must be installed in the proposed catch We are pleased to advise you that the Planning & Zoning Commission voted on 10/31/00 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the * 12 WIRE ,NEW G ALV INI Z E D ANNEALED REQUIRED - basins and be shown on a revised set of plans. construction of a 5,100 sq. ft. auto body repair facility on property located 75 Commerce Way, I zone as shown on plans prepared by PDS Engineering and Construction, Job No. 89821-01, dated September 2000, as revised. VIOLATORS Very truly yours, This approval is subject to the following modifications: CREPE PAPER TREE WRAP TO WILL BE FINED .- SECOND BRANCHING 1. Prior to commencement of any site work, i meeting must be held with Town Staff. _ FLAG (�Y 2. No building permit will be issued uxtil 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 c 2"z 2"x d - O" TR j ATE D STAKE FOR TREES �/ Commission, including a bond in the amount of $1,000. -}- LESS THAN 5 CAL. 2 OPPOSITE ,c HANDICAPPED NO -A& I a-Q'ry(1 and emvd/;K1 ape El' th Warren, Chairperson 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning 2" SHREDDED BARK MULCH t S J� G N A G E INLAND WETLANDS AGENCY/ Regulations. TURNBUCKLES, 1 EA. STAY WIRE FOR TREES SIGN TO BE MOUNTED .. • ��• �P°n mDc ��um• CONSERVATION COMMISSION 5. Footing drains are required if the building has abasement. ` 6. 'A landscape bond in the amount of $1,000 is required and must be submitted prior to filing of mylars. 3"CAL. & OVER 0 POST 'SE INTO 7. All plans used in the field by the developer must. iear the stamp anO.authorized signature of the Town of TONE, E GROUND •. 4.0` M I N . REMOVE BURLAP Q TIES FROM TOP V3 72 COMMERCE WAY South Windsor. OF BALL � z , �. 8. WPCA approval is required. 20 10 0 &. 20 40 F fir: SOUTH WINDSOR CT. 3-2•ic 2"x 30• WOOq STAKES FLUSH WITH +` ;s:, ' 9. Engineering comments of 10/31/00 must be addressed to the Town Engineer's satisfaction. * GRADE (TREES 3 CAL. & OVER) 10. Key map must be made legible, including driveway cuts on the surrounding properties. R E V ( S 0 N S PROPERTY OF: 11. Final color selections for the building and sign design are to be submitted to ADRC for review. 3"HIGH EARTH SAUCER (TYP.) m ~ ' x 12. Sight line easement required from N/F JFI Associates to ensure sight line to the west. 2" SHREDDED BARK MULCH SCALE '! N F' !: `' 13. No outdoor storage of damaged vehicles. _ MULCH DDED BARK i '' V' 1 s>°� F� VALID ONLY WITH N 0. DESCRIPTION B Y D ATE R A N C O COLLISION REPAIR Black and white transparent mylars of Sheet #1 with the above modifications, to ether with three blueprint : j, 6• , ` ' �,�. "' LIVE SEAL AND copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and ,6. ,� _' T �,Hs+�"'`' `' SIGNATURE I STAFF REVIEW F.M. 1016 00 Designed B ' p p y mped e s Y' Project No. signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation `T ,, C be od ced th 1 OF OOA► - '� BALL Pi „�t'`r µs.i A. F.C.M. 89821-01 ZONING DATA ZONE: I REQUIRED LU T AREA 20,000 SF 47,427 SF LOT WIDTH 100 FT 213 FT FRONT YARD 35 FT 65 FT SIDE YARD 10 FT 25 FT REAR YARD 25 FT BUILDING HEIGHT 2 STORY/40 FT 1 STORY/90 FT MAX. COVERAGE (IMPERVIOUS) 65% 34.4% (BUILDING) 50% 10.75% PARKING REQUIREMENTS OFFICE AREA = (800 _ 1000) 4.5 = 4 IVIANIIFAf'TIIRII,I('_ AREA - A- ^r%n - 7vv = 7 TOTAL REQUIRED = 11 0 HC.) TOTAL PROVIDED = I1 NOTES 1. BOUNDARY AND TOPOGRAPHY SURVEY FROM MAP PREPARED BY ARTHUR NERIANI, L.S. AVON CT. DATED AUGUST 28, 2000 SCALE 1"=20'. 2. UTILITY INFORMATION AND ELEVATIONS TAKEN FROM MAP ENTITLED "AS - BUILT" PHASE I JOHN FITCH INDUSTRIAL CENTRE, COMMERCE WAY SO. - WINDSOR, SCALE 1"=40', MAY 1990. 3. THIS PARCEL CONTAINS NO WETLANDS AND IS NOT IN A 100-YEAR FLOOD PLAIN. 4. FOR LOCATIONS OF UNDERGROUND ELECTRIC, TELEPHONE, GAS, CABLE TELEVISION, OR OTHER UTILITIES, INQUIRE AT THE APPROPRIATE UTILITY COMPANY AND CONTACT CALL BEFORE YOU DIG AT 1-800-922-44.55. 5. ALL UTILITIES TO BE UNDERGROUND. 6. ALL EXTERIOR LIGHTING SHALL NOT BE DIRECTED ONTO THE ROADWAY OR ABUTTING PROPERTIES. CONSTRUCTION SEQUENCE ➢ CUT AND REMOVE VEGETATION ➢ INSTALL PERIMETER SILT FENCE IN LOCATIONS SHOWN ON PLAN. ➢ INSTALL TEMPORARY CONSTRUCTION ENTRANCE. ➢ RFmnvr- RTi impe eTbinrc•rnnvn+. r ,...,,.�,.. v .. uV r.- r 101-SOIL AND ISUU(JH GRADE SITE TO ALLOW FOUNDATION WORK TO BEGIN. ➢ EXCAVATE AND INSTALL FOUNDATION. INSTALL SITE DRAINAGE AND SITE UTILITIES. FINISH GRADE SITE AND PAVE PARKING LOT WITH BINDER COURSE. ➢ CURB LOT, TOPSOIL AND SEED/STABILIZE ALL DISTURBED AREAS. ➢ PAVE FINAL COURSE AND LANDSCAPE PER PLAN. OWNER: RANCID COLLISION REPAIR APPLICANT: PDS ENGINEERING & CONSTRUCTION, INC. 107 OLD WINDSOR ROAD BLOOMFIELD, CT 06002 860-242-8586 PERSON RESPONSIBLE FOR MAINTAINING E and S CONTROLS JONATHAN FIESTA PDS ENGINEERING 81 CONST. ommisslon must repu on a my ars. qrF AP �. C: 12'. . ,.'.�,., : .`.' +12 COMPACTED After the mylars have been signed by tl}e Commission, they will be returned to you for filing in the Office of •p % T _ _ ' :vt PLANTING SU B G RA DE the Town Clerk. After filing these plies, a copy of the receipt must be submitted to the Planning I r� 4 I SOIL MIXTURE r j Z BALL E+24" Department. AL �YOe •10250 Sincerely, PLANTINGS QUovf- N T S �7 4o•►n at4 `4 V y 1640 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 a�4osot•co��� AREA CODE 860 / 644-2511 November 2, 2000 Certified #P462498132 Mr. Jonathan Festa c/o PDS Engineering & Construction 107 Old Windsor Road Bloomfield, CT 06002 RE: Appl. #00-47P Ranco Collision Repair,-75 Commerce Way Dear Mr. Festa: At the November 1, 2000 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #00-47P - Ranco Collision Repair, 75 Commerce Way - Conservation application for a site plan to construct a 5100 sq. ft. building, parking, drainage structures and associated improvements on a 47,427 sq. ft. parcel located northerly of Sullivan Avenue and westerly of Rye Street, (Assessor's map #121, parcel #9) I zone. This approval is subject to the following conditions: I. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & �� �! `" 3 I��oi���"� .=�°41 coM• SITE DEVELOPMENT PLAN' G. M4��i Drawn By: Sheet No. N�'�+• r.,d.ut o S.M.S. 1 of 2 T. Checked By: Scale: COPYRIGHT ©2000 by BASCOM/MAGNOTTA, INC. p �o• t 1°°° M. BA SCOM 11 F.C. All rights reserved This document or an art th r f o + o MdGNOTTA INC! =20 • yp eeo - must not be reproduced or utilized in any form without Approved By: Data: WaiterJ. Mealy, Zoning written permission of Bascom / Magnotta, Inc. SURVEYING and ENGINEERING CONSULTANTS SEPT.,2000 P andZonin Commission 360 MAIN STREET D U R H A M CONK. TEL. t360-349-1676 7. a LANDSCAPE PLAN SCALE III= 20' LANDSCAPING LEGEND PI ANT MATFRIA1 KEY NAME I SiZ I QUANTITY A SWEET AZALEA 18"-24" HT 1 9 10-121 HIGH I 1 WB WHITE BIRCH CLUMP — BP B RADFORD PEAR 2' CALIPER I 3 AS ALBERTA SPRUCE 2'-3' HIGH !' 3 S BLUE SPRUCE 6'-8' HIGH I 2 JP JUNIPER, PFITERIANA COMPACTA 2'-2 'h' 1 6 : SHREDDED PINE BARK MULCH 3" DEPTH ! -- JFI ASSOCIATES, INC. 75 Commerce Way South Windsor, CT 06074 8W 430-.4, 554 December 18, 2000 ILI Mr. Andrew Hewitt Ranco Automotive 105 Edwin Road South Windsor, CT 06074 RE: 72 Commerce Way, Slope Rights and Temporary Grading Easement Dear Mr. Hewitt: As part of the development approval process for Ranco Automotive, at the referenced address, we expressed our concern for future site drainage problems at the property line contiguous to JFI's property at lot 6. Therefore, in consideration for the Sight Line Easement we agree to place ,on our lot 6, Ranco well grant to JFI a slope rights and temporary grading easement at our common property line so that potential site drainage problems may be remedied in an expedient manner. If you agree to granting the requested incumbrance kindly sign on the acknowledgment line below. Andrew Hewitt, Ranco Automotive Date Drafting, filing, and all other expenses associated with this easement shall be at no cost to Ranco Automotive. Si n0- - Raymon . Alexa r Repres Wive BARK MULCH ( TYP. ) PLANTING TYPE QUANTITY JFI ASSOCIATES, INC. 75 Commerce Way South Windsor, CT 06074 860.436.4354 December 18, 2000 Mr. Andrew Hewitt Ranco Automotive 105 Edwin Road South Windsor, CT 06074 RE: 72 Commerce Way, Sight Line Easement Dear Mr. Hewitt: As requested, this is to serve notice of JFI's intention to grant a sight line easement on our Lot 6, Commerce Way to Andrew Hewitt d.b.a. Ranco Automotive at 72 Commerce Way. The easement will be granted in accordance with the 285' sight line as shown on the Sight Development Plan prepared by Bascom Magnotta, Inc., dated Sept., 2000. Drafting, filing, and all other expenses associated with this easement shall be at no cost to JFI Associates, Inc. This sight easement shall be granted subsequent to the granting to JFI, by Ranco, of a slope rights and temporary grading easement at the property line contiguous to the parcels. Drafting, filing, and all other expenses associated with this easement shall be at no cost to Ranco Automotive. 4;y, Ray d-"Ale der Representative FRONT ELEVATION 2—#4x4' TOP OF FRAME 'RECAST CONCRETE UNIT ADJUST FRAME ELEV�4TION WITH BRICKS 611to12' c L i ECAST CONCRETE OR INCRETE MASONRY UNITS IURED CONCRETE OR ECAST SUMP 6" ^UF 3/4 CRUSHED STONE )TES: I. MINIMUM COVER OVER TC OF PIPE SHALL BE 21-011. 2.WALL THICKNESS FOR PRECAST UNITS LESS THAN !0' ulcu I e c'1 I v 1 I I V I I 11.) V SIDE ELEVATION TOWN OP SOUTH WINDSOR gTANnARn DFT'A11 vJANU TYPE "C" CATCH BASIN APPROVED L d. ., ARY, 1 9!B 1 I I R[VIS[D:B•2 BB 1 PUBLI C W&fiKS DIRECTOR EXISTING PAVEMENT 2- I 12" I ' I 12„ MII1 1 MIN. I TRENCH ( I WIDTH I 1 VARIES I I SEE 11 I TYPICAL 1 TRENCH SECTION I I I I I I I I 1 SECTION N.T. S. SAW CUT AND SEAL JOINT I" (COuPArTFDI rLAss 2 BITUMINOUS CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M,Oa ----- 2 (COMPACTED) CLASS I BITUMINOUS ---- CONCRETE BINDER COURSE (OR MATCH EXISTING, IF GREATER) hI,C4 6"(COMPACTED) PROCESSED TRAPROCK BASE - M,O5,O1 6"(COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE (TRENCH BACKFILL) M 02-GRA�-,E NOTES #. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTER -LINE OF THE PIPE. 2. ALL MATERIALS ARE TC MEET FORM 814, AS AMENDED TOWN OF SOUTH WINDSOR PERMANENT PAVEMENT APPROVED STANDARD DETAIL PATCHING DETAIL JANUARY, 1991 REVISED: --T PUBLIC WORKS DIRECTOR COPYRIGHT 2000 by BASCOM/MAGNOTTA, INC. All rights reserved. This document or any part thereof must not be reproduced or utilized in any form without written permission of Bascom / Magnotta, Inc. VALID ONLY WITH LIVE SEAL AND SIGNATURE i i I II �� • BEDDING ON SUITABLE NATIVI_ MATERIAL OR • 3/4" CRUSHED STONE BEDDING MATERIAL--,.,/ IN ROCK EXCAVATION OR IN UNSUITABLE MAICRIAL AS DIRECIGD BY IHE Cry WNGER MATERIAL SHALL MEET D.O.T. M.02.01.1 FOR 3/4-STONE. BACKFILL TO CENTERLINE OF PIPE WHEN USING POLYETHYLENE OR A.B.S. PIPE. PROPOSED GRADE +—PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) —WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE \ —APPROVED BACKFILL PLACED AND COMPACTED IN 12' LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" SAND BEDDING PLACED AND COMPACTED IN 6" LAYERS NO STONE LARGER THAN 1 1/2". MATERIAL SHALL MEET D.O.T. M2.05 TOWN OF SOUTH WINDSOR APPROVED STANDARD DE TAIL STORM DRAIN TRENCH DETAIL J A N U A R Y, 1 9 9 1 REVISED: PVBLI C 1r0 KS DI RECTOI LAWN/ CROSS-COUNTRY STREETS/ PAVED AREAS TOPSOIL aSOD OR SEED SEE PERMANENT PAVEMENT PATCHING DETAIL 4'� M N L 'ti a;O O: :ij:Csci`v: 1. 0 12 Pop. 0 I • b•, • C74;' �v. Q o. 6:QoOil I p� -'•.. •/' 12"MIN. ` 1/2 0. D. PIPE ;ji. ,• 1/2 0. D. PIPE If,4.0e17i o� oss.�� 6"MIN. 0. D. _ 12" PIPE 12 SECTION N .T. S. APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (II) (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 1211(MIN.) T024"(MAX.) ABOVE TOP OF PIPE. SAND BLANKET PIPE AS SPECIFIED 3/4" BROKEN TRAPROCK TOWN OF SOUTH WINDSOR TYPICAL SANITARY SEWER APPROVED STANDARD DETAIL TRENCH SECTION JANUARY, 1991�•`kZ REVI,ED. PUBLIC WORKS DIRECTOR 1. CONDOR INVESTMENTS, LLC 2. JFI ASSOCIATES 3. DANIEL & MA.R E ONOF'RO 4. JFI ASSOCIATES 5. TOWN OF SOUTH WINDSOR 6. JAN & ELIZABETH LUKASIK 7. THE REALTY GROUP LLC 8. FRANK J & CHARLENE M SMITH 9. DONALD B BUDNICK 10. COLE PRE LLC 11. COMMERSE REALTY 12. SHARON & GENUA FALES 13. CH}LDREE ENTERPRISES LLC 14. HARVEY & ROSEMARY LEVACK 15. HARVEY & ROSEMARY LEVACK 16. HARVEY & ROSEMARY LEVACK 17. MT FORD INDUSTRIES LLC 19. MT FORD INDUSTRIES LLC 19. ROBERT L HOYT 20. CHILDREE ENTERPRISES LLC 21. JOHN A KARALINAS 22. JAN & ELEZABETH LUKASIK ZONE: ' LOT AREA ZONING DATA_ RQ�IIREI_3 20,000 SF 47,427 SF LOT WIDTH 100 FT 213 FT 35 FT 66 FT FRONT YARD SIDE YARD 10 FT 25 FT REAR YARD 25 FT - BUILDING HEIGHT 2 STORY140 FT 1 STORY120 FT MAX. COVERAGE (IMPERVIOUS) 66% 34.4% 60% 10.75% (BUILDING) PARKING RE-QVI%% MENTS OFFICE AREA = (800 + 1000) 4.5 = 4 MANUFACTURING AREA = 4300 + 700 = 7 TOTAL REQUIRED = 11 (1 HC-) TOTAL PROVIDED = 11 ot REVISIONS PDS Engineering &Construction, Inc. 107 Old Windsor Road - Bloomfield, Connecticut Telephone: (203) 242-8586 FAX 242-8587 a atAIM-� PPS,,' tt �: PROJECT 1�#�. �*na ADDRESS (� ARCH. CONT'R DRAWN BY "Q.—Ioc CHECKED BY JOB NO. SHEET NO, 9 x 1.:. Y iq,�T.••r;' !gin y is Fr: g.71� 1 e.. ;•,'I' TUTS SkJRVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3W1 THRU 20 OF THE REGULATIONS OF CONNECTICUT STATE ATE AGENCIES -MIN" STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT` AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.. IT IS A PROPERTY SURVEY BASED UPON A DEPENDENT RESURVEY . CONFORMING TO VERTICAL ACCURACY T-2 AND r HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY INFORMATION, KNOWLEDGE a AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT, k rf �ZI/- m, ll/��a��, a ' supveyo,- 1m T /.S /0.Z.50 N= /85646. 0233 E _ /89 /6-5. /2 95 61t N = /85752. a075 E= 189320.7/04 8Z Z9 Nl f cary rr'nnr1( 1nvBgtl»P_r L LC `/MON.(Foc/Na� _ 3go� TREE %O I•R• SET _ rF t � rX. 81.35 g70 T a= e/ - 42 p our - 78. 2 //V V„>, : 77. 8 / 0 �, �hF / a S , /66,,92 m' m 7 17 �q —/ rap hoods installed over outlet pipes b 0� 80.06 �� c /Mv A,: 76.64 z 1 p o e� ` DUMPST AV PAD Al 47, 4Z i Jq. r eeT !' , $� T �� �,� �' 8s • Z 1. 089 Acres ht G a U 't i - p I = F g1.- 9- = �.4 t) n Zone I a°.� .. ti • \ AV �. �'� ,l• I FPOA O X1.5 T/ ,vG• N N F i v � V v i W Cr C,As v vE ` GRS L /,Vtr Aj — / E E El. E C T. �F-- --� fj �>\ ELECTRICAL LIMIL PAD Le LEL `CT PAD P a N n � r / . lox ! 1+10 N • SET -..' `—r+✓�� —� _ , 47.94 SAN SET 4= 00'-/b'-/S`' _ 290 85 MH R= /363,7o, N Sao- /8'- O!"W 338. 29 rorAL = 090- 00'- 16 " R. = /303. 70' L= 204.89' r N/ F i o / J F1 Associates MAPS RE FERE/NCE •' "PLOT PLAti"J0NN F17-CI-1 /N.DUSTF2/AL CENTRE,' SL/L L/ VA/v AVENUE SOUTH G>//n/DSOR, CO/vn/ECT/CUT, SCALE / 40', S/-/•EET 2 O,C 6 , DATE.' //-//- /9851 REVISE: //-20-85, 02-/3-.66, 04-09-B•6, ,pQEAARE.D BY LUCEK , 7>E. N -c D IV/ F Condor Investments / L LC Existing contours prior constructs Asbuilt contours. NOTE 'i/ ✓ 14 2iC Ti A T w,4 /v UA/at Q 45r e 0 c/^(,0 c/TV L / T / E AS MAeAdeb '4A/ 7tYE {i6'9:>t//VZ1 MAP SHOWING LAND TO BE CONVEYED TO PANCO COLLISION PEF-)A /P 72 C m,*79enee way Solel "_�' ;�c�obef zaoo SHEET 4 of 4 Acoared- —by ,4Van, Revisions. Revisios.� �oh�eet>'e�L�- r �S, .7uLY ? r004 - TO .SHOW PAR•A:/A/G SPACES /• JAN./O, 200/ - ADDED COORDINATES 09MON. t CONTOURS r _ AND TRAP HOODS OvEQ Of/TCFT P/P£$_ Z. OCT. 29, IOOI - To sHON A$E(iILT COND/T/ONS { 7, "-j•"'� 3. OCT- /S, 2002 - ASEU/LT AFTEQ FINAL GRADING "Z>"mn Z7 4. MARCH Ze, 2003 - TO COMPLY )WrH TOWNS EN6 COwHEA7$ �' /i AZ P,� - lam, l o 6� W V 110/ o NOD 15HDPE ` Y 2eb S-- 1.52/o Q► / // AREA TO BE MAINTAINED-.6• FOR SIGHT LINE LEGEND •y.•,..,,t t/ � 63 LF EXISTING PROPOSED 15 it HDPE �° �� Cj� k$ 01° S= 1.52 ZContours o 1623 Spot Elevations 8xl R-10, ` / 1 F win � Well o f _.... z0 0 o -a l Q 2 � U • Percolation Test 3w + Test Hole Gp VF/ CB -I ! �.,y ` . 0' p Leaching Trench ® CIF sa 2 CB- Curtain Drain ...����•.�, �' �5� �Z ' 2 I TOPS01 L ,.*. IS Survey Control Point ea 6"BIT. / 1 STO C K P I L E:: � Staked Hayboles •. •. •� •• •. \ 5 CURB- 5,11 wF-„ Silt Fence p •0. Flogged Wetland Boundary \ ,, 952/G� 100W HPS E8510-1 Wall Downlight °I° V. a. I LIGHTING DETAIL ro g ) N T. S. -p?� M.H.-I 1� s• iR-38 R-13' I �s eF N `02 33 TEMPORARY Jvj I �i0 2 5 F 1 CONSTRUCTION ► i p 189 /(D5, 1 2 95 / '�' SAN. M.N. . T.F.=80.01 C = 74.05 I ENTRANCE ` I 'A 83. GRA ASSUME/ 1 ; s SAN. =74.6 �r . �. / O \ / 0 83.5 9 �� M. SAN. 4 ro p 8X • PAV E M qN T ti °° 2� M ' LATERAL 0 R 7.}� F \6+A ` 1 / 80 C, 3 ly 2g. Cf k `� \�c o.�� Il �C, Al 7 AM 1� -.0 / ffll % '2O ix z..liu ,,. 1 • ,s , x a # , /N 10 x 20 CEO N C R. N-1�5Ia3,Z. 33�q ./*�yj r.l TTeR P AD R- 10' 8X9 M GHSCREENED �s c H 6 I ENCLOSPRE WITH GATES e CURVE DATA +1v�i �'.4 .. ? a �� / +t t � ? ��i ,'a rh `•. . �.3 .j � �` � �t,krr !w l 7 8 � pa. +tev-h"?'aFri .0 mmkm�'gr?C.+ m' `ter rr + .:-.�y�, • :..�.. � d..._ ��.•.G4::4X+`uki..-M.. A= 00 16 15gli 51 :.. • . ;.,t r r 1 n'�.• .u1; & .'.� R=1303.70 ' \-..; r-°S• �jhccSr r. ?.p�4r-' 83.3 WALL PACK LIGHT • rak rp• k L = 6.16 ELEVATION TABLES CURVE DATA 0 = 23. 24. 12 C.B. - I &,���' F X� R = 4 6.9 4 T. F = '81.40 � I = ICII7' It CO N C R . rr_ +Y��� SEDIMENT FILTER FENCE 5 tE = 78.Oin 6 /77,Oout15° PAD (TYP) f rr t�� I N.T. S. r C.B. - 2 � \ � �LOT- 9 ` i QO I E = 76.68 in /out I V I 32.f0 1 1 0 8 9+ A c I �/ RAMP SIGN 21 I /� ... MH �_ 1 I ✓ ( I I �� CURB ty TF 7b 02 in /out QA � 1 � � I ( _ �OPo ` 11 o `l� TYPICAL PARKING SPACE 1 MI 611 PVC POOFWATER 1 I 1 V, MINIMUM DRAIN (S=1.0% S/ � 0p \ � \ � � I i 1 Z a� 15' SINGLE PARKING SPACE HANDICAPPED 4" MINIMUM \ 4 p / A. 1 8 ' THICKNESS FN � 1 I 1 � 3 12 1 ` CF 9 4" WIDE PAINT STRIPE °CRUSHED STONE" PER CT. DOT PAINTED SYMBOL GRADATION B �/ \ , 4, s 1 Q IN 6 0 FILTER FABRIC O '` `� e �� </ 1 °t / ti 1 olla qT�s `� FS 1 PARKING SPACE DETAIL TEMPORARY CONSTRUCTION ENTRANCE DETAIL � `� ' � � NITS. N.T.S. I2" EL _ .=6.0' 6E BIT. CURB 3�BITUMINOUS s 70"1640 UL?1VAN_A! EW_-tASUTX IN So . CONN. 06074 CONCRETE 'g'iy�R colt'" i AREA CODE 860 / 644-2511 WHITE f i BACKGROUND I 1 I / 1W a e n 4„, PROCESSED November 14, 2000 / BLACK INTERNATIONAL AGGREGATE BASE IDENTIFICATION SYMBOL CERTIFIED MAIL SM. PL PYR0VAL 13Ti8� � BANK -RUN NOTES 2' SOLID BLACK 07X �AR-h l BORDER G RAVEL Mr. Jonathan Festa ,t�"� �°- 1. EXISTING TREES ARE MAPLES, OAKS AND FRUIT TYPES WITH r a 107 Old Windsor Road ': -(�;; .f•-6r o wotg am BM-N WEEPING WILLOWS BY PONDS. / Bloomfield, CT 06002 18" }. '•s % ftR a-A10T4 2. PLANT GRASS THROUGHOUT NON -PAVED AREAS. Dear Mr. Festa: ,„ / H AN D I C A PP E D • o. �t._� '�`��°�'� �`� ��"� ., PARKING L 0 T SECTION _ -- PARKING 3 BLACK Re: A l�oo-47P,RancoSitePlan STATE PERMIT LETTERING PP REINFORCED RUBBER HOSE AT FIRST BRANCHING N.T.S. We are pleased to advise you that the Planning & Zoning Commission voted on 10/31/00 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the -* 12 WIRE, NEW G ALV INI Z E D ANNEALED '.REQUIRED - construction of a 5,100 sq. ft. auto body repair facility on property located 75 Commerce Way, I zone as shown ��1 O LATORS on plans prepared by PDS Engineering and Construction, Job No. 89821-01, dated September 2000, as revised. This approval is subject to the following modifications: CREPE PAPER TREE WRAP TO WILL BE FINED SECOND BRANCHING ; a 1. Prior to commencement of any site work, meeting must be held with Town Staff. __ FLAG 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 2 " 2% B • O" ` d 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation x TRfr ATE D STA K E FOR TR EE S .. •` LESS THAN 5 CAL. 2 OPPOSITE . r .� y "� ,.HANDICAPPED Ml I ,E3Pai"bvgs and ale4. Commission, including a bond in the amount of $ 1,000. -j- An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning 2" SHREDDED BARK MULCH ' •' ` `� % S I G N,A G Ebzedp ,t Regulations. TURNBUCKLES, I EA. STAY WIRE FOR TREES p`'' R ��• ,. SIGN TO E MOUNTED ZONING DATA ZONE: I REQUIRED LOT AREA 20,000 SF 47,427 SF LOT WIDTH 100 FT 213 FT FRONT YARD 35 FT 65 FT SIDE YARD 10 FT 25 FT REAR YARD 25 FT BUILDING HEIGHT 2 STORY/40 FT 1 STORY/20 FT MAX. COVERAGE (IMPERVIOUS) 65% 34.4% (BUILDING) 50% 10.75% PARKING REQUIREMENTS OFFICE AREA = (800 _ 1000) 4.5 = 4 MANUFACTURING AREA = 4300 _ 700 = 7 TOTAL REQUIRED = 11 (1 HC.) TOTAL PROVIDED = 1) NOTES 1. BOUNDARY AND TOPOGRAPHY SURVEY FROM MAP PREPARED BY ARTHUR NERIANI, L.S. AVON CT. DATED AUGUST 28, 2000 SCALE 1"=20'. 2. UTILITY INFORMATION AND ELEVATIONS TAKEN FROM MAP ENTITLED "AS - BUILT" PHASE I JOHN FITCH INDUSTRIAL CENTRE, COMMERCE WAY SO. WINDSOR, SCALE 1"=40', MAY 1990. 3. THIS PARCEL CONTAINS NO WETLANDS AND IS NOT IN A 100-YEAR FLOOD PLAIN. 4. FOR LOCATIONS OF UNDERGROUND ELECTRIC, TELEPHONE, GAS, CABLE TELEVISION, OR OTHER UTILITIES, INQUIRE AT THE APPROPRIATE UTILITY COMPANY AND CONTACT CALL BEFORE YOU DIG AT 1-800-922-4455. 5. ALL UTILITIES TO BE UNDERGROUND. 6. ALL EXTERIOR LIGHTING SHALL NOT BE DIRECTED ONTO THE ROADWAY OR ABUTTING PROPERTIES. CONSTRUCTION SEQUENCE ➢ CUT AND REMOVE VEGETATION ➢ INSTALL PERIMETER SILT FENCE IN LOCATIONS SHOWN ON PLAN. ➢ INSTALL TEMPORARY CONSTRUCTION ENTRANCE. ➢ REMOVE STUMPS, STRIP/STOCKPILE TOPSOIL AND ROUGH GRADE SITE TO ALLOW FOUNDATION WORK TO BEGIN. ➢ EXCAVATE AND INSTALL FOUNDATION. INSTALL SITE DRAINAGE AND SITE UTILITIES. ➢ FINISH GRADE SITE AND PAVE PARKING LOT WITH BINDER COURSE. ➢ CURB LOT, TOPSOIL AND SEED/STABILIZE ALL DISTURBED AREAS. ➢ PAVE FINAL COURSE AND LANDSCAPE PER PLAN. OWNER: RANCO COLLISION REPAIR APPLICANT: PDS ENGINEERING & CONSTRUCTION, INC. 107 OLD WINDSOR ROAD BLOOMFIELD, CT 06002 860-242-8586 PERSON RESPONSIBLE FOR MAINTAINING E and S CONTROLS JONATHAN FIESTA PDS ENGINEERING a CONST. �4o•/M Ell <� C � 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 9SO AREA CODE 860 / 644-2511 R•C0�' November 2, 2000 Certified #P462498132 Mr. Jonathan Festa c/o PDS Engineering & Construction 107 Old Windsor Road Bloomfield, CT 06002 RE: Appl. #00-47P Ranco Collision Repair, 75 Commerce Way Dear Mr. Festa: At the November 1, 2000 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #00-47P - Ranco Collision Repair, 75 Commerce Way - Conservation application for a site plan to construct a 5100 sq. ft. building, parking, drainage structures and associated improvements on a 47,427 sq. ft. parcel located northerly of Sullivan Avenue and westerly of Rye Street, (Assessor's map #121, parcel #9) I zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on November 1, 2005. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. We recommend a bond in the amount of $1,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 7. Trap hoods and 4-foot sumps must be installed in the proposed catch basins and be shown on a revised set of plans. Very truly you�rss,J% � El th Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION 5. Footing drams are required if the building has a basement. 6. A landscape bond in the amount of $1,000 is required and must be submitted prior to filing of mylars. 3" CAL. a OVER ^ ' `; q• ""' , , + „ 0 N POST E T INTO 7. All plans used in the field by the developer must jteor the stamp anO.-authorized signature of the Town of v ' + e THE G RO U 4. 0 M 1 N . 72 COMMERCE WAY REMOVE BURLAP Bi TIES FROM TOP 1/3 ; 1' u'k'.}'^r •*-1 SOUTH WINDSOR , CT. South Windsor. OF S ALL i i : � ,x " 8. WPCA approval is required. 3-2"x 2"x 30" WDOq STAKES FLUSH WITH s�t1 { /�t("2 10 a 20 "'t 40 9. Engineering comments of 10/31/00 must be addressed to the Town Engineer's satisfaction. GRADE (TREES 3 C AL. a OVER) �" t 1 1 "rt„• 10. Key map must be made legible, including driveway cuts on the surrounding properties. )" R E V I S 1 0 N S PROPERTY O F 11. Final color selections for the buildingand signdesignare to be submitted to ADRC for review. 3"HIGH EARTH SAUCER (7YP. )'.'. .,- ` , f, t_ 12. Sight line easement required from N/F JFI Asociates to ensure sight line to the west. 2" SHREDDED BARK MULCH SCALE I)+l.• P E T °' } yL F,+, RANCO COLLISION REPAIR 13. No outdoor storage of damaged vehicles. I" SHREDDED EDDEO BARK N -` ) I `��"" Yf ~ n!'if ~v VALID ONLY WITH N 0. DESCRIPTION B Y DATE -� MULCH 1�R` ..-.•''r'-�,�' LIVE SEAL AND Black and white transparent mylars of Sheet #1 with the above modifications, together with three blueprint ='' "`' 6" +'F R �:� ;X ; �'},'�"' SIGNATURE I STAFF REVIEW F.M. lOd6 00 Designed copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and �.,�i; x �/ es gned By Project No. signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation F.C.M. 89821-01 'Y SITE DEVELOPMENT PLAN' Commission must be reproduced on the mylars. O'FCON N 1p BALL R1 " ''�•� COralr you in the A� f 4, 12" �,+...'.',.' : +I2 2 COMPACTED ��� PHQT FHI �O�G M�kr� Drawn By: Sheet No. After the mylars have been signed by ti4e Commission, they will be returned toy g e of p G - ' -W PLANTING DE I{ iIG �IIYI.AR 4 t. 0 the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning 1 r Department. �� SOIL MIXTURE 'BY 0 S.M.S. I Of 2 .10280 - BALL Et 24' y o 1 JOHN L. PRENTIS PRATT&T 0., INC. o � ,4 f Sincerely, Checked By: Scale: e COPYRIGHT 2000 b BASCOM/MAGNOTTA, INC. 'A ~D' �� BAk.sco 1tf1' i1 ' ;6.a �?I kz .t_ �sTE o� �' PLANTINGS- G S MERIDEId %T 06450 y 0 �► o F. C. M. I = 20 OURVV- N T S Ali rights reserved. This document or any part thereof MAGNOTTA, INC. must not be reproduced or utilized in any form without it Approved ByTDate: Waiter J. Meaty, Chairman P and Zoning Commission oe g Written) permission of Bascom / Mnotta, Inc. SURVEYING and ENGINEERING CONSULTANTS S EPT., 2000 360 MAIN STREET D U R H A M , CONN. TEL. 860-349-1676 r Ilv " \ RAPIl MULCH ( TYP. ) FRONT ELEVATION 2-#4x4 TOP OF FRAMI CAST CONCRETE UNIT JUST FRAME ELEVPTION 'H BRICKS 6"to 12' AST CONCRETE nR RETE MASONRY UNITS ED CONCRETE OR AST SUMP IF 3/4" CRUSHED IE I L J: .MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0IL. 2.WALL THICKNESS FOR PRECAST UNITS LESS THAN 10' HIGH IS 6'. SIDE ELEVATION TOWN OF SOUTH WINDSOR STANDARD DETAIL TYPE „ C CATCH BASIN APPROVED J A N U A R Y. 19 9 1 1PUBLIC REVIS[DzS•2•93 W&iKS DIRECTOR i i I r • BEDDING ON SUITABLE NATIVI_ MATERIAL OR • 3/4' CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL ' AS DIRECTED BY THE ENGINEER MATERIAL SHALL MEET D.O.T. M.02.01.1 FOR 3/4-STONE. BACKFILL TO CENTERLINE OF PIPE WHEN USING POLYETHYLENE OR A.B.S. PIPE. PROPOSED GRADE �—PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) —WARNING TAPE - MIN. 12' MAX. 24' ABOVE PIPE ♦ nnn/ %,,v \ n A r4 E�11 I n. • ncn nrrM%jyF_ / ont,nFILL. ,-L %1 F_Lj AND COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" �•—SAND BEDDING PLACED AND COMPACTED IN 6" LAYERS NO STONE LARGER THAN 1 1/2'. MATERIAL SHALL MEET D.O.T. M2.05 TOWN OF SOUTH WINDSOR APPROVED S T A N D A R D DETAIL STORM DRAIN TRENCH DETAIL J A N U A R Y, 1 9 9 1 REVISED: PUBLIC MO KS DI RECTO LAWN/ STREETS/ •� CROSS-COUNTRY PAVED AREAS I S SAW CUT AND SEAL JOINT L 0 T �- TOPSOIL r�SOD OR SEED SEE PERMANENT PAVEMENT PATCHING DETAIL 1 (COMPACTED) CLASS 2 BITUMINOUS MIN 11 CONCRETE SURFACE COURSE (OR 4" MIN. EXISTING MATCH EXISTING, IF GREATER) M,OS LANDSCAPE PLAN PAVEMENT ___ cr O:c?QQo APPROVED GRANULAR NON- PAVEMENT-7 (COMPACTED) CLASS I BITUMINOUS ���(� MATCH EXISTING, IF GREATER) tvI,C4 t7�Q �'� Id'a'9 q ORGANIC BACKFILL MATERIAL SCALE I = 20 11CONCRETE BINDER COURSE (OR 1l. .• O'.' • I2' PLACED AND COMPACTED IN p P ONE FOOT (I') (MAX.) LIFTS. !°A:' I DDT 6"(COMPACTED) PROCESSED TRAPROCK b; ► •j.lo:j IP A•A BASE - M,05,01 WARNING TAPE PER CONN. -It � ... I .. 1 . • . a •t •a GENERAL STATUTE SECTION A 1 11•.D •�6 16-345 AS AMENDED PLACED LANDSCAPING LEGEND A e .I A d• ' ' a:•e:rl A.A'�1;: 12 (MIN.)T024 (MAX.)ABOVE PLANT MATERIAL S I L T ,` 6"(COMPACTED) PROCESSED GRAVEL 1 TOP OF PIPE. � L'1,• I 001 SUBASE OVER COMPACTED SUBGRADE KEY I NAME i SIZE I AN 1TY I FENCE b'v � (TRENCH BACKFILL) M 02-GRA-,B I A I SWEET AZALEA 18"-24" HT ! 9 �0:�� I Q�1 �U•a ;: �,..Q ': Q °• ' • � d: WB I WHITE BIRCH CLUMP I10 ►2� HIGH I 1 BP I B RAOFORD PEAR 2" CALIPER i 3 AS I ALBERTA SPRUCE 12'-3' HIGH 3 S i BLUE SPRUCE 16'-8' HIGH 2 1I I I 12" '�'b ' 00 A PLANTING TYPE MIA. MIN ' SAND BLANKET JP I JUNIPER, PFITERIANA COMPACTA 12'-2 'f�' 6 12 QUANTITY I TRENCH I N 0 T E S I WIDTH I 12"MIN. SHREDDED PINE BARK MULCH 3" DEPTH - I VARIES I ALL SAW CUT AND SEALED JOINTS TO PIPE,AS SPECIFIED II+ 01 BE EITHER PARALLEL WITH, OR PERPEN- ' SEE I DICULAR TO, THE CENTER -LINE OF 1/20.D. j TYPICAL I THE PIPE. PIPE :r� ,• I TRENCH I SECTION 1 2, ALL MATERIALS ARE TC MEET I FORM 814, AS AMENDED 1/2,0.D. + 3/4"BROKEN TRAPROCK I PIPE �•oi o 8 a 0 •4.4`,, 1 6" M IN. 000•i i o i �l 01 I I I • a( • J, 41 JFI ASSOCIATES, INC. JFI ASSOCIATES, INC. O.D. SECTION 12" PIPE 12" 75 Commerce Way 75 Commerce Way N. T. S. South Windsor, CT 06074 South Windsor, CT 06074 &60.436.4354 860.436.4354 SECTION December 18, 2000 Mr. Andrew Hewitt Ranco Automotive 105 Edwin Road South Windsor, CT 06074 RE: 72 Commerce Way, Slope Rights and Temporary Grading Easement Dear Mr. Hewitt: As part of the development approval process for Ranco Automotive, at the referenced address, we expressed our concern for future site drainage problems at the property line contiguous to JFI's property at lot 6. Therefore, in consideration for the Sight Line Easement we agree to place ,on our lot 6, Ranco well grant to JFI a slope rights and temporary grading easement at our common property line so that potential site drainage problems may be remedied in an expedient manner. If you agree to granting the requested incumbrance kindly sign on the acknowledgment line below. ,7 � r Andrew Hewitt, Ranco Automotive Date Drafting, filing, and all other expenses associated with this easement shall be at no cost to Ranco Automotive. Sir cer�ly��` �� •aJV "\VVA. RaymonO,J. Alexander Repres ntativO December 18, 2000 Mr, Andrew Hewitt Ranco Automotive 105 Edwin Road South Windsor, CT 06074 RE: 72 Commerce Way, Sight Line Easement Dear Mr. Hewitt: As requested, this is to serve notice of JFI's intention to grant a sight line easement on our Lot 6, Commerce Way to Andrew Hewitt d.b.a. Ranco Automotive at 72 Commerce Way. The easement will be granted in accordance with the 285' sight line as shown on the Sight Development Plan prepared by Bascom Magnotta, Inc., dated Sept., 2000. Drafting, filing, and all other expenses associated with this easement shall be at no cost to JFI Associates, Inc. This sight easement shall be granted subsequent to the granting to JFI, by Ranco, of a slope rights and temporary grading easement at the property line contiguous to the parcels. Drafting, filing, and all other expenses associated with this easement shall be at no cost to Ranco Automotive. COPYRIGHT ^2000 by BASCOM/MAGNOTTA, INC. All rights reserved. This document or any part thereof must not be reproduced or utilized in any form without written permission of Bascom / Magnotta, Inc. VALID ONLY WITH LIVE SEAL AND SIGNATURE TOWN OF SOUTH WINDSOR TYPICAL SANITARY SEWER APPROVED STANDARD DETAIL JANUARY, 1991 TRENCH SECTION REV1290: PUBLIC WORKS DIRECTOR K E *Y MA j M 200 REVISIONS MAP 1. CONDOR INVESTMENTS, LLC 2. JFI ASSOCIATES 3. DANIEL & MARIE ONOFIRO 4. JFI ASSOCIATES 5. TOWN OF SOUTH WINDSOR 6. JAN & ELIZABETH LUKASIK 7. THE REALTY GROUP LLC 8. FRANK J & CHARLENE M SMITH 9. DONALD B BUDNICK 10. COLE PRE LLC 11. COMMERSE REALTY 12. SHARON & GENUA FALES 13. CHILDREE ENTERPRISES LLC 14. HARVEY & ROSEMARY LEVACK 15. HARVEY & ROSEMARY LEVACK 16. HARVEY & ROSEMARY LEVACK 17. MT FORD INDUSTRIES LLC 18. MT FORD INDUSTRIES LLC 19. ROBERT L HOYT 20. CHILDREE ENTERPRISES LLC 21. JOHN A KARALINAS 22. JAN & ELEZABETH LUKASIK ZONING 12A_TA ZONE: I REQ - R. ED LOT AREA 20,000 SF 47,427 SF LOT WIDTH 100 FT 213 FT FRONT YARD 35 FT 65 FT SIDE YARD 10 FT 25 FT REAR YARD 25 FT --- BUILDING HEIGHT 2 STORY140 FT 1 STORY120 FT MAX. COVERAGE (IMPERVIOUS) 66% 34.4% (BUILDING) 60% 10.76% PARKING, RE( y[ftEMENTS OFFICE AREA = (800 + 1000) 4.5 = 4 MANUFACTURING AREA = 4300 + 700 = 7 TOTAL REQUIRED = 11 (1 HC.) TOTAL PROVIDED = 11 pPDS Engineering & Construction, Inc. 107 Old Windsor Road - Bloomfield, Connecticut Telephone: (203) 242-8586 FAX 242-8587 Qi�L .e� A"4^ L" � "� r,. w ► dt ..w1 S .11 � i � C'_' ,�' •tµ 4a. PROJECT ADDRESS ARCH. CONT'R 1pipa DRAWN BY 'Pt: 1 %.1-i-11n CHECKED BY JOB NO. SHEET NO. [ THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — 'MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.. IT IS A PROPERTY SURVEY BASED UPON A DEPENDENT RESURVEY CONFORMING TO VERTICAL ACCURACY T-2 AND HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY INFORMATION, KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT, AIl l u", m. A/erl�,74, ta""� su rv(?,a,- CT /_S # /02-50 Mot Valid Wrjhjac i?aisal SQL OF io NN v Fc NF � NO. 10250 <,9 O�GlSTER�� SURVEY/ /�/Arm 12EFE�2E�'�CE ' PLOT PLAN JUNN F/TCN /N.DUS7-R/AL CEI"/TRE SULL/VAN AENUE S'0UTH b-V/n/.DSOR, Co/vwEC7-/CUT, SCALE .' /"`- 40', S/-/EL Z OF 6 , DATE.' //-//- /9851 REv/SE,D: //-2U-85, 02-/3- 86, 04-09-&6. ,0,Q ARED BY LUGEK , p E. /F Found N/ F Condor Inves*ments , L LC NOTE .' / BEAR/NGS f COoR�/HATES SASEb ON /W ZD.0 . DATUM . MAP SHOWING LAND TO BE CONVEYED TO PANCO COLLISION REPAIR 72 �ornrne�e yl/ay Sca le l " _ � ' Octobe� zaoo SHEET 4 of 4 Prepares -8v /i�L'i^iQn� Survey/ ^- Avan, �l nnedl'cjj& Revisions_ /. -7AN. /O _ JO/ ADD C00l2.b/HATES OF MOH, ANZ C ON T OC/12 S . �---.----- Diacv.17 v y �"lecE y 0 /o � 40' boo • S • K i - .%a 6 /Vd^. 0 .. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - `MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.. IT IS A PROPERTY SURVEY BASED UPON A DEPENDENT RESURVEY CONFORMING TO VERTICAL ACCURACY T-2 AND HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY INFORMATION, KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT. N= 105 646 . 023 3 E_ /89/65. /295 Hof ��/id �✓i�heu7` �aisal,S�L.1 i c.0� COIVly_ A= 090- 00 -;6 ,2 = 1303. 70' L= 204. 89. SA�v. (b r� N - /95752. 0075 e- i89320.7/04 s NI Condor Investments, L LC i NI F Associates /N'Ap )!2E FE.RE,%CE PL OT PL-AN °JO///-/ P/TCH /NZUSTRiAL CENT RE, SUL L/ ✓,4/v AvENUE , .SOUTH 4v1'v.050R� COivivEc:,CUT" SCALE .' /`- 40 , SHEET 2 Oc 6 , DATE.' //-//- /905, REVISE. i/-20-85, 02-/.3- 88, 04-09-8.6." 1Al->cIC) D BY LuC,EK p E. s �7,�� sq 0p�"E N/ F Condor Investments , L LC Revisions.. �o; - AL'.L OF M'JN, AND O v r v R 5 NOTE /.8t=�2�/�lG� t �===�oR.uINATES 8gSED J/v N9 L>.0 . DATUM MAP SHOWING LAND TO BE CONVEYED TO PANCO COLLISION PEF-)A /p 72 �ornrnerre �Vay Sole) "_�' Octobe,zaoa SHEET 4 of 4 Prep ared- -8y K-rl, sccrve�� -�- Avon, �l nieeii'cu& C�r�ctpluc �a,E' D1-4 J7Y ^secEe�f �y j ✓a 6 . "CATION _ It _011 RAKE TRIM / "AM�QCAN PULPIN65 COMPANY / PAINT: PREMIUM 70/ COLON. (Ef'..E -^4 WrtfB" 24 6A, 5TAWIN6 5�AM R005F / 6ALVANIZ�n ALUMINUM 5YNn11C 5TU000 OVER 6" CMU 6LOCK / PMlf COLOR: 4t 10 CHINA A`'THIW) 8" 5PLIT PAGE BLOCK - 6M17 KHAKI COLOR TO MATCH "W95T13ROOK: P�O # 2 ' H16H PN,9F RMANC� POLt5T P, POW F/ MATCH %L� t7 HIMWL IWU5T :.:5. K'A.. 6028" 'AMERICAN PUILPIN65 COMPANY/ PAINT: PREMIUM 10/ COLOR: HEMLOCK (.BEN'' WHITS FW6LA55 ' nOOC' 5TYL� COLUMN5, CAPITALS & r3A5r5 -- xx C^ t4ztip ! `IA%tkx.1+l+r DMGAM45 LOW"/ ?U/ GOLOMLIG6+ ?ONZF m , "AMWCAN FtI,G' %5 C,OMPAUY / PAINT: rMMIUM 70/ COLOR: MF[,�C11V� MTI ll r� TRIM / "AWOCAN PUILnING5 COMPANY / PAINT: PREMIUM 10/ COLOR: VvHls" "WRICAN PUILPIN65 COMPANY / PAINT: PP.CMIUM 70 / COLOR: HEMLOCK 6VN" "' SPLIT FACE CLOCK - GMP KHAKI COLOR MATCH ''M51DROOK BLOCK tt 2" - H WORMANU POLYt5T�R POWn�R/ MATCH %L� t2 HIMM�L IWU5TR 5 INC.: PAL 602d" .'F� 6A. AQCHltCTLM 52\16/ "AM�RICAN [ UILPIN65 COMPANY/ PAINT: PREMIUM 70/ COLOR: UCK XONZ�" ✓�RN�Al2 POOR - 5TANt)AR17 WHITS . RECEIVED APR 16 2001 SOUTH WINDSOR PLANNING DEPT. DA,-'E REVISIONS 10---00 02-11 —01 Mate ialsColorSelect. 4-1 1 —01 4-1 —01 NoteE Coordination 0 i 1 v� t z �z �o v� C� C1 T U U � N O N w w CK a Q DATE: O 6/00 DRAWN BY: SRM k V 0 G U� -,-, 00 U � O � c I U d- N � X N Q E co O `n m 00 I N d- '� N d b-b Q:� 0 00 00 o .� W o O O t— W V^^1 w f N0.