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Home My WebLink About06-09P_TWIN MANUFACTURING_CHAPEL ROAD1% I IN (Lo'f ln'[� A e Ll:� by. prepared T 1A11K1 eMgn rateis civil engineers - planners - surveyors landscape architects - gis - gps PO BOX 1167 South Windsor, CT 06074 860.291.3755 Fax 860.291.8757 www.designprofessionalsinc.com C \, s y�pFC ? AtVS AfkNaVAL qRk PARff pR i SITE ST. MARC CIRCLE PL 30 _ O t ,MCCu�RE ' ROAD 291 s rrI W no a 0 c BURNHAM D DESIGN PROFESSIONALS, INC. LOCATION MAP 1 "=1000' U-11--414 THESE DRAWINSS ARE THE PROPERTY OF VESI&N PROFESSIONALS, INO., AND HAVE BEEN PREPARED SPEOIFICALLY FOR THE OWN VAPPLIOANT FOR THIS PRO.EOT. THEY ARE NOT TO BE U51 D FOR ANY OTHM PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR RaORO=U IN APY MANNER WITHOUT THE EXPRE55 MITTEN PERMISSION OF DESk9N PROFESSIONALS, INC,. TMSE PLANS ARE INVALID UNLESS THEY BEAR THE ORIaINAI. SIGNATURE ANC IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. THIS SURVEY AND NAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CC NNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS EVDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. SEPTEMBER 26. 1996. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTA114ED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. HORIZONTAL ACCURACY CLASS D. TO THE BEST OF M`t' KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. J_z ,, -- 12327 LAWRENCE R. GEISSLER, JR., LS. LIC. No. 0 i I "�JFACTl1RIN SITE PLAN ji " Ini bjuu U w k\\, i DU 6-i (U A KEY MAP 3 ('C"' A L E � "" � 2 0 7 (L;UULNNJNNJ6L;uJiu L;U"Ji" FINAL PLANS TOWN OF SOUTH WINDSOR D�17E__D S I G N Pk !0E DAT`: tt I (p OWNER: P & D REALTY CO. c/o DAN PEACH 273 CHAPEL ROAD SOUTH WINDSOR, CT 06074 PH: 860-289-6041 APPLICANT: TWIN MANUFACTURING CO. c/o DAN PEACH 273 CHAPEL ROAD SOUTH WINDSOR, CT 06074 PH: 860-289-6041 MAP LOT NIF PROPERTY OWNERS WITHIN 500' 13 1 112 D£MING ST CHARBONN£AU, ANDRE L. & ASSOC/AYES 2 341 WEST ST., HEBRON, CT 06248 MARTO REALTY LLC 3 PO BOX 1134 MILKIE, MAR✓ORIE H. i 5 341 WEST ST., HERRON, CT 06248 MARTO REALTY LLC 23 PO BOX 1134 M/LKI£, ROBERT a 27 1540 SULUVAN AVE. SOUTH WINDSOR, TOWN OF 22 B PO BOX 32, NEW HARTFORA CT 06057 NAGGER EVE FAMILY LLC } 9 240 CHAPEL RD. DABROWSKI, H/POUT 0 & BOZENA 10 PO BOX 5111, SOUTHF/ELS, M/ 48086 DETREX CORPORATION 11 535 MARRIOT DR. 9TH FL SUTAITOMO BANK LEASING & FINANCE 12 PO BOX 19156, USI // LLC ALEXANDRIA, VA 22320-0156 I! 13 658 ELUNGTON RD. ✓ACOVES, JEAN MARC 14 626 ELUNGTON RD. ✓ACOUES, JEAN MARC 15-2A 336 CHAPEL RD. ME✓EKAR LLC 16-2&28 336 CHAPEL RD. MEJEKAR LLC 17 350 CHAPEL RD. RODRIOUE, T/M/THY TRUSTEE 21 339 CHAPEL RD. MATHER, CLAYTON D. & 1 LOUSE D. C/O C MATHER INC 1 22 112 DEM/NG ST CHARBONNEAU ANDRE L. & ASSOCIATES 23 273 CHAPEL RD P & D REALTY CO j 24 253 CHAPEL RD. R & ✓ CLOUT/ER LLC ! 30 255 CHAPEL RD ANDRULAT, ELLEN & DOUCET, NANCY & q SZAT/COWSK/, Z4NNFT7E Z®n6ng Data Block ZONE: 1-291 CORRIDOR DEVELOPMENT ZONE (CD) ITEM I REQUIRED/ALLOWED (CD) I PROVIDED I Lot Area 5 acres min. *4.60 AC Lot Width 150 ft. min. 467.5 FT Impervious Coverage 65% MAX 54.9% Building Height 60 ft. max 30' t Front Yard 50 ft. 115.54 FT Side Yard 20 ft. 21 t FT Rear Yard 20 fI. 101± FT Parking Spaces **61 spaces 67 spaces *EXISTING NON -CONFORMING **PARKING CALCULATIONS: MANUFACTURING: 1SP/700 SF GFA (33,180 SF)= 47.4 SP OFFICE: 4.5SP/1000 SF GFA (3,100 SF)= 13.9 SP TOTAL SP= 61.3= 61 SPACES A APR 2 8 2006 JOB: 2228 DRAWN: JAU REV. 4/14/06 DATE. 12/23/05 NOTES: 1. ALL MONUMENTATION FOUND OR SET FOR THE PROPERTY IS DEPICTED HEREON. 2. PROPERTY IS IN 1-291 CD ZONE - 1-291 CORRIDOR DEVELOPMENT ZONE. 3. PROPERTY IS IN FLOOD ZONE X- AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN PER COMMUNITY PANEL NUMBER 090036 0009D. MAP REVISED FEBRUARY 23. 2001. 4. AREA OF PROPERTY = 200,415 S.F. = 4.60 AC. 5. PROPERTY IS PRESENTLY OWNED BY P & D REALTY, CO. 6. THIS PROPERTY IS NONCONFORMING TO THE AREA REQUIREMENT FOR THE 1-291 CORRIDOR DEVELOPMENT ZONE. 7. THERE ARE NO REGULATED INLAND WETLANDS ON THE PROPERTY. SITE INVESTIGATION CONDUCTED BY JOHN IANNI, HIGHLAND SOILS, LLC. ON AUG. 26, 2005. 8. PROPERTY MAY BE SUBJECT TO A POLE LINE EASEMENT PER VOLUME 203 PAGE 183 OF THE SOUTH WINDSOR LAND RECORDS. MAP REFERENCES: 1. PROPERTY MAP FOR G. & K. REALTY 273 CHAPEL ROAD SOUTH WINDSOR, CT DATE 12-18-84 SCALE 1"=40' SHEET 1 OF 1 BY FUSS & O'NEILL, INC. 2. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM P & D REALTY, CO BY THE STATE OF CONNECTICUT RECONSTRUCTION OF CHAPEL ROAD SCALE 1"= 40' DATE OCTOBER 1987 PROJECT 132-89 SERIAL NO. 8 SHEET 1 OF 1 3. PROPERTY SURVEY FOR IMPER REALTY CORP CHAPEL ROAD- SOUTH WINDSOR, CONNECTICUT SCALE 1"=40' DATE JULY 27. 1971 SHEETS 1 8c 2 OF 2 RY rRISWOLD Ae FUSS, 4. TOPOGRAPHIC, PLOT AND CONSERVATION PLAN TWIN MANUFACTURING, INC. CHAPEL ROAD, SOUTH WINDSOR, CONN. 563-2693 SCALE 1"=40' DATE 7-30-84 REV. TO 9-17-84 BY PALMBERG & RUSSO. 5. RIGHT OF WAY MAP CHAPEL ROAD FROM US ROUTE 5 EASTERLY TO BURNHAM STREET SOUTH WINDSOR, CT. PROJECT 1174.09 SCALE 1"=40' DATE JUNE 7, 1991 SHEET 1 OF 4 BY A/N CONSULTING ENGINEERS. LEGEND EXISTING PROPERTY LINE O EXISTING MONUMENT 00 EXISTING IRON PIN CDD EXISTING UTILITY POLE EXISTING CATCH BASIN AND PIPE -- -Q- - EXISTING SANITARY MANHOLE AND PIPE -- - EXISTING WATER MAIN AND VALVE EXISTING WATER MAIN AND HYDRANT -- -- S - - EXISTING SANITARY LATERAL -- - W - - EXISTING WATER LATERAL EXISTING MONITORING WELL - - 70 -- - EXISTING CONTOUR r EXISTING TREELINE z 1. UNLESS OTHERWISE: NOTED, EXISTING UTILITY Z II II LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3, THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL_ ENGINEER/SURVEYOR. NO. I DA TE REVISIONS DESCRIPTION EX. CB TF: 66.50 INV: 50.20 #NET #3118 L7 EX. 30" /�� O/ ✓ SANITARY -SEWER L '�ER MAIN L�_ EX. CB ` TF:66.24 �- _W_ �- EX. 12" WATER MAIN _`y �- INV:62.40®r --1/ - � - - - - - - - - - 15" APPROX. ( -.----------- _--_----= - i1 LOC. DMH -WA�M�.. �...- EX f TF: NA r .+ QT TEL. ^= INV- NAw,,,•MANHOLE �_ \ 7-22' '% -772. � APPRO w�% ESMH TF: 72.93 INV. 59.46 INV(6" LAT):64.03 I--�•r emu, i . N ii T�._ ` r EX. CB - - TF:78.16 Y�L �IO S ____- NV:51.20 ESMH INV- 59.75 LIMITS OF "�"►+�_ SPFFn' ` _ ___ \` rr � SLOPE RIGHTS 6-a�7 •+.r�r SIGN_ \ l IN + �j --_ _ PEX. BIT.AVEMENT v \ L3 _" $- i ��a' .rA, ' `R r �263 N X7' T 239.4j r g 6.>19 10" MAPLE 87 w %� Il \---.. _ COM 10" MAPLEtr) S GNPANY I2� I X72-09 \ So �TSNE CQ?SNET% X71,20 � / , \ 5p, MAPLEEEN m..-.I v (% EX. BIT. _ @ I EX. O �v + /i PAVEMEN X71.7�C \ X72.31 � MONITORING I , /( , / WELL - EX. X DRAIN \ _ r BRICK TF 72.33- ` WALK IN' :71.73 / I I _ _ _ _ AREA FO_ R �A r AREA FOR AREA FOR \ a N _ r S' % / / 2 PARKI 6 PARKING - CqP` C r , PARKING SPACES3�35, SPAC r r k SPACES 4p)A FOR prRRFq 1" PVC EX� \ O Q ARE r CO �D�RgAIN PIAE EX. SUMP �o 'Opp �733` / 4 PARKING r 1 N FRd1+�Sk1MP HYD. ?Og Pry R "> w 0 kN0 SPACES C^O / /r pS 0'40604Fo qR Fx -cap sf p EX. BIT. r p p° 0J* X71.32 r ( I PAVEMENT i 3S S , ry n' X71.76If 04 � 1 r 1 2 •% 00 i J / EX. 6' CHAIN to �• O° °off QP4,DVC LINK FENCE 01 Lt! /CIO EXISTING BUILDING ° 00 Q r +r \ 71.33 \CL r r r � � / � \ p• °\ X 70.94 I r PFON 404 o 'y \ irk X71.12 \ T \ \ EX. BIT. PAVEMENT 87 , r r t-01 '� r ; �2� � - � ��3 Fk \ •Z oo� / / EX. 6CHAIN e o) p qpN QUO / LINK FENCE ` \ P p C, \ ' e4 _ r X69,65 - ^ x�9.15. - - , X69.0-,GATE \UTIL, POLE �t REMAINS gN�RF gSSOc/q )Z� S TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 4 BY LAWRENCE R. GEISSLER, JR., L.S. 12327 LIC. No. GRAPHIC SCALE 40 0 20 40 Bo IN FEET 1 inch = 40 ft. Clylt + APPROXI _� LIMITS qF _ MAPLLE D 1 SLOPE E2IGHTS r Tel. 860.291.8755 Fax 860.291.8757 rr _ civil engineers • planners surveyors landscape architects • gis • gps F10 Box 1167, South Windsor, Connecticut 06074 O� _68 sNET --` #5010 1?S s \ X66.14 , MON II - Q� d\ EX. YD ' TF:65.84 O SURVEY NOTES.• 1. 7HIS SURREY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SEC77ONS 20- jowl 1 THRU 26-3008-20 OF THE REGULATIONS OF CONNEC77CUT STA7E AGENCIES -"STANDARDS FOR SURVEYS AND MAPS IN 7HE STATE OF CONNECT7CUT" PREPARED AND ADOPTED BY THE CONNEC77CUT ASSOCIA77ON OF LAND SURVEYORS INC. SEP7EMBER 26, 1996. -HORIZONTAL ACCURACY MEETS CLASS A-2 AND IIER77CAL ACCURACY MEETS CLASS T--2. -TYPE OF SURVEY IS A RESURVEY AND IS INTENDED TO DEPICT THE LOCA77ON OF PROPERTY LINES WITH RESPECT 70 PROPOSED IMPROVEMENTS OWNER: APPLICANT: P & D REALTY CO. TWIN MANUFACTURING CO. c/o DAN PEACH c/o DAN PEACH 273 CHAPEL ROAD 273 CHAPEL ROAD SOUTH WINDSOR, CT 06074 SOUTH WINDSOR, CT 06074 PH: 860-289-6041 PH: 860-289-6041 PG oPER t Y SURD DESIGN. JAU I DRAWN.' JAU I CHECKED. • KM/ JOB NO.: 2228 DA TE.• 1212JI05 DRAWING NO.: 2228-2 RESURVEY PREPARED FOR: SHEET TWIN MANUFACTURING 2 NOTES: 1. ALL MONUMENTA11ON FOUND OR SET FOR THE PROPERTY IS DEPICTED HEREON. 2. PROPERTY IS IN 1-291 CU ZONE - 1-291 CORRIDOR DEVELOPMENT ZONE. 3. PROPERTY IS IN FLOOD ZONE X- AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN PER COMMUNITY PANEL NUMBER 090036 0009D. MAP REVISED FEBRUARY 23, 2001. 4. AREA OF PROPERTY = 200,415 S.F. = 4.60 AC. 5. PROPERTY IS PRESENTLY OWNED BY P & D REALTY, CO. 6. THIS PROPERTY IS NONCONFORMING TO THE AREA REQUIREMENT FOR THE 1-291 CORRIDOR DEVELOPMENT ZONE. 7. THERE ARE NO REGULATED INLAND WETLANDS ON THE PROPERTY. SITE INVESTIGATION CONDUCTED BY JOHN IANNI, HIGHLAND SOILS, LLC. ON AUG. 26, 2005. 8. PROPERTY MAY BE SUBJECT TO A POLE LINE EASEMENT PER VOLUME 203 PAGE 183 OF THE SOUTH WINDSOR LAND RECORDS. MAP REFERENCES: 1. PROPERTY MAP FOR G. & K. REALTY 273 CHAPEL ROAD SOUTH W,..;.3OR, CT DATE 12-18-84 SCALE 1"=40' SHEET 1 OF 1 BY FUSS & O'NEILL, INC. 2. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM P & D REALTY, CO BY THE STATE OF CONNECTICUT RECONSTRUCTION OF CHAPEL ROAD SCALE 1"= 40' DATE OCTOBER 1987 PROJECT 132-89 SERIAL NO. 8 SHEET 1 OF 1 3. PROPERTY SURVEY FOR IMPER REALTY CORP CHAPEL ROAD- SOUTH WINDSOR, CONNECTICUT SCALE 1"=40' DATE JULY 27, 1971 SHEETS 1 & 2 OF 2 BY GRISWOLD & FUSS. 4. TOPOGRAPHIC, PLOT AND CONSERVATION PLAN TWIN MANUFACTURING, INC. CHAPEL ROAD, SOUTH WINDSOR, CONN. 563-2693 SCALE 1"=40' DATE 7-30-84 REV. TO 9-17-84 BY PALMBERG & RUSSO. 5. RIGHT OF WAY MAP CHAPEL ROAD FROM US ROUTE 5 EASTERLY TO BURNHAM STREET SOUTH WINDSOR, C'I-. PROJECT 1174.09 SCALE 1"=40' DATE JUNE 7, 1991 SHEET 1 OF 4 BY A/N CONSULTING ENGINEERS. 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 TELEPHONE (860) 644.2511 March 10, 2006 Certified #70020460000197444590 Design Professionals, Inc. Attn: Karen Isherwood 165 South Satellite Road ,South Windsor, CT 06074 RE: Appl. #06-09P - T%vin Manufacturing Dear Ms. Isherwood: At the March 1, 2006 regular meeting, the Inland Wetlands Agency/Conservation Commission approved appl. #06-09P - Twin Manufacturing - 273 Graham Road - Commission application for the construction of a helipad and storage building on property located southerly of Chapel Road. I-291 Corridor Development 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 6S 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 March 1, 2011. 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. Twin Manufacturing March 10, 2006 Page 2 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 sediment control measures. Very truly yours, Elizabe� en, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION EAW:dr cc: Chief Building Official 101101111011 EXISTING PROPERTY LINE El EXISTING MONUMENT (O EXISTING IRON PIN EXISTING TREELINE `%con 01P s ?Z&Uyl� oe1l"O.,06 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 PROPOSED TREELINE CERTIFIED MAUL P&D Reality Company 273 Chapel Road South Windsor, CT 06074 Gentlemen: Re:. Appl 06-09P, Twin Manufacturing, site plan of development modification for 30' x 30' helipad and 30' x 48' garage for.helicoptcr storage at 273 Chapel Road, I zone Site Plan We art; pleased to advise you that the Planning & Zoning Commission voted on March 28, 2006 to approve with modifirationsthe above referenced application for a Site Plan of Development Modification. This -approval is for the construction of a helipad and storage shed for a helicopter on property located at 273 Chapel Road,.i zone as shown on plans prepared by Design Professionals, Inc, Job No.2228 dated 12/23/05. Tbis approval is subject to the following modifications: 1. No building -permit will be issued until the final mylars have been filed in the Town Clerk's office. 2. This application is subject to the conditions of approval of the Wand Wetlands Agency/Conservation . Coimmissidn, including a bond in the amount of $1000.00. 3. All bonds mdst be in one of the forms described in the enclosed Bond Policy. 4.: Anus -built plants required priorto issuance of a Certificate -of Use or Occupancy per Section 8.1.11 of the Zoning Regulations. ....-5. All plans used in the fieldby the developer must bear the stamp and authorised signature of the Town of South Windsor. 6. The building street number must be included on the final plan. 7., Any new' lightingmust conform with Section 17.20 of the zoning regulations unless such conformance would cause a conflict with FAA regulations. 8. If there is any fuel storage on -site for the helicopter, such storage must be coordinated with the Fire Marshal and the Building Inspector. Black and white transparent mylars of Sheet #3 with the above modifications, together with three blueprint topics of the entire set of plans (including architectural elevations and landscaping plans) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will bereturned to you for filing in the Office of the Town Clerk After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Patrick Kennedy, Chairman Planning and Zoning Commission PK/bmm cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals MAX TREE HEIGHT= 40' EX. BIT. PAVEMENT z n O m C.�A pEL ROAD \ \ LIMITS RI HTS 57 280 �r S1cN \ SLOPE RIGQ-� 1 �• \ 10" MAPLE T 236.67 �C \- �10" MAPLE S GNPANY \ MAP LE 1 • O / �� EX. BIT. \ \ 0 / PAVEMENT \ LIMITS OF APPROX. 10" RED SLOPE RIGHTS `\ MAPLE ANORF 4. o; I x 1. UNLESS OTHERWISE; NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWt1, ARE BASED ON AVAILABLE TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 40 0 20 40 60 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. IN FBI' 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 4/14/06 PER TOWN COMMENTS & REDUCE PVMNT JAU 12327 1 inch = 40 it. IMPRESSION SEAL AND ORIGINAL SIGNATURE LAWRENCE R. GEISSLER, JR., L.S. LIC. No. OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION IBY Tel. 860.291 • 8755 Fax 860.291.8757 civil engineers • planners surveyors landscape architects • gis • gps PO Box 1167, South Windsor, Connecticut 06074 SURVEY NOTES.• 1. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH 5EC77ONS 20-300B-1 7NRU 20-3008-20 OF THE REGULA 77ONS OF CONNEC77CU7STA 7F AGENCIES -"STANDARDS FOR SURVEYS AND MAPS IN THE 57A7F OF CONNE07ICU7" PREPARED AND ADOPTED BY THE CONNEC77CUT ASSOCIA7701V OF LAND SURVEYORS INC. SEP7EMBER 26, 1996. -HORIZONTAL ACCURACY MEE7S CLASS A-2 AND VER77CAL ACCURACY MEE)S C! ASS T--2. -TYPE OF SURVEY IS A RESURVEY AND IS IN7FNDED 70 DEPICT THE LOCA77ON OF PROPERTY LINES K97H RESPECT TO PROPOSED IMPROVEMENTS OWNER: APPLICANT: P & D REALTY CO. TWIN MANUFACTURING CO. c/o DAN PEACH c/o DAN PEACH 273 CHAPEL ROAD 273 CHAPEL ROAD SOUTH WINDSOR, CT 06071 SOUTH WINDSOR, CT 06074 PH: 860-289-6041 PH: 860-289-6041 PLOT PLAN DESIGN.- JAU DRAWN.• JAU I CHECKED. KM/ ,/OB NO.: 2228 1 DA TE:• 12123105 DRAWING NO.: 2228-3 PREPARED FOR: I SHEET TWIN MANUFACTURING 3 NOTES: 1. ALL MONUMENTATION FOUND OR SET FOR THE PROPERTY IS DEPICTED HEREON. 2. PROPERTY IS IN 1-291 CD ZONE - 1-291 CORRIDOR DEVELOPMENT ZONE. 3. PROPERTY IS IN FLOOD ZONE X- AREA DETERMINED TO BE OUTSIDE 500-YE69, FLOODPLAIN PER COMMUNITY PANEL NUMBER 090036 0009D. MAP REVISED FEBRUARY 23, 2001. 4. AREA OF PROPERTY = 200,415 S.F. = 4.60 AC. 5. PROPERTY IS PRESENTLY OWNED BY P & D REALTY, CO. 6. THIS PROPERTY IS NONCONFORMING TO THE AREA REQUIREMENT FOR THE I-291 CORRIDOR DEVELOPMENT ZONE. 7. THERE ARE NO REGULATED INLAND WETLANDS ON THE PROPERTY. SITE INVESTIGATION CONDUCTED BY JOHN IANNI, HIGHLAND SOILS, LLC. ON AUG. 26, 2005. 8. PROPERTY MAY BE SUBJECT TO A POLE LINE EASEMENT PER VOLUME 203 PAGE 183 OF THE SOUTH WINDSOR LAND RECORDS. MAP REFERENCES: 1. PROPERTY MAP FOR G. & K. REALTY 273 CHAPEL ROAD SOUTH WINDSOR, CT DATE 12-18-84 SCALE 1"=40' SHEET 1 OF 1 BY FUSS & O'NEILL, INC. 2. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM P & D REALTY, CO BY THE STATE OF CONNECTICUT RECONSTRUCTION OF CHAPEL ROAD SCALE 1"= 40' DATE OCTOBER 1987 PROJECT 132-89 SERIAL NO. 8 SHEET 1 OF 1. 3. PROPERTY SURVEY FOR IMPER REALTY CORP CHAPEL ROAD- SOUTH WINDSOR, CONNECTICUT SCALE 1"=40' DATE JULY 27, 1971 SHEETS 1 & 2 OF 2 BY GRISWOLD & FUSS. 4. TOPOGRAPHIC, PLOT AND CONSERVATION PLAN TWIN MANUFACTURING, INC. CHAPEL ROAD, SOUTH WINDSOR, CONN. 563-2693 SCALE 1 "=40' DATE 7-30--84 REV. TO 9-17-84 BY PALMBERG & RUSSO. 5. RIGHT OF WAY MAP CHAPEL ROAD FROM US ROUTE 5 EASTERLY TO BURNHAM STREET SOUTH WINDSOR, CT. PROJECT 1174.09 SCALE 1"=40' DATE JUNE 7, 1991 SHEET 1 OF 4 BY A/N CONSULTING ENGINEERS. LEGEND EXISTING PROPERTY LINE o EXISTING MONUMENT 00 EXISTING IRON PIN CO-) EXISTING UTILITY POLE EXISTING CATCH BASIN AND PIPE -� - - EXISTING SANITARY MANHOLE AND PIPE - EXISTING WATER MAIN AND VALVE -_- EXISTING WATER MAIN AND HYDRANT S - - EXISTING SANITARY LATERAL - W - - EXISTING WATER LATERAL - - 70 - -- EXISTING CONTOUR 70 PROPOSED CONTOUR ('Y-Y-Y-Y-� EXISTING TREELINE �YWY1 PROPOSED TREELIKE -- -- PROPOSED SILT FENCE EX. CB TF: 66.50 INV: 50.20 #NET #3118 ® EX. 30" O/ SANITARY 1 1 - SEWER MAIN `•-._ EX. CS �_ \ X. 12" WATER MAIN -y _ TF. 66.94 �_ � W INV:62.40� ! 15"R.C.P_---- �- - ESMH TF: 72.93 INV: 59.46 INV(6" LAT):64.03 ESMH EX. CB 1 L ({ p� _ --- _ TF:73.75 _ _ TF:78.16 itL -- _/c1 INV 59.75 APPROX. - - - - - - - - NV- UAL) V� ` LOC.DMH EX --- 7F: NA , � OT TEL. INV: NA Sb ...> `MANHOLE -'Z%Z. APPROX. �- ' I \ LIMITS OF SPfFlil` ` \ \ I <Cr��`'. ;� ••,» ,: ;T SIGN _- �Z SLOPE RIGHTS EX. BIT �- -"' ~--- �p��7�2�8 ti+.�^ lk = IS PAVEMENT v I La $ 4 I ~• X7z•f59 � 510" MAPLE r-23s.'s7 COMPANY 10" MAPLE SIGN X72.09 \ \ C s' 5" GREEN /r/ I X71SNET,2O O \ F Y MAPLE 4 #514NET70 �, �� ' 2l EX. SIT.\ G� EX. r PAVEMENT �` MONITORING X71.7c' \ X72.31 �vQ WELL`I EX:_.. X! DRAINO��G / r , r -) , r N I r / o , "0 I / (b l E rr rr '�O Q X71.33 MAX TREE , r r I 6 b. X70, �� /41 r / , , r X69,65 - MAX TREE HEIGHT= 40' \ - \ \UT1L, POLE - REMAINS gssel- on, WIq S ESMH O TF: 72.69 INV: SILTED EX. CB TF: 71.17 \ INV:67.20 Wes•~ ce 5'`0 / � 1 +gyp` � I ' l APPROX) i LIMITS CIF RED MAPLE SLOPE RIGHTS , MA�`� X66.68 #5010 '\ 12s23� \w\ r u / Q� EX. YD ' TF:65.84 OWNER: P & D REALTY CO. c/o DAN PEACH 273 CHAPEL ROAD SOUTH WINDSOR, CT 06074 PH: 860-289-6041 SURVEY NOTES.• 1. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE W/TH SECTIONS 20-JO08-1 7HRU 20-300B-20 OF THE REGULA 77ONS OF CONNEC77CUT STA 7E AGENC/ES-"STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECT7wr PREPARED AND ADOPTED BY THE CONNEC77CUT ASSOCIA77CW OF LAND SURVEYORS INC. SEP7EMBER 26, 1996. -HORIZONTAL ACCURACY MEE7S CLASS A-2 AND WR77CAL ACCURACY MEETS CLASS T-2. -TYPE OF SURVEY IS A RESURVEY AND IS IN7FNDED TO DEPICT THE LOCA77ON OF PROPERTY UNES WITH RESPECT TO PROPOSED IMPROVEMENTS: APPLICANT: TWIN MANUFACTURING CO. c/o DAN PEACH 273 CHAPEL ROAD SOUTH WINDSOR, CT 06074 PH: 860-289-6041 I 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD 2. FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF 'THE PROFESSIOP" L ENGINEER/SURVEYOR. REVISIONS TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. F ��/� � - 12327 LAWRENCE R. GEISSLER, JR., L.S. UC. No. GRAPHIC SCALE 40 0 20 40 80 - Tel. 860.291.8755 Fax 860.291.8757 �j Jgn p_�/�, ��@@��@@��jj��}}��,,��,, �j LJ ��11I/J�J1 atts civil engineers • planners • SUrVeyOCS landscape architects is s P g gP PO Box 1167, South Windsor, Connecticut 06074 D D D "'OP002HAPM PLAN RESURVEY PREPARED FOR: T WIN .�1ANUFA CTURING �� SOUTH WINDSOR CONNECTICUT SHEET !� 4L 5 mmmm�A� ( IN FM 1 inch = 40 ft. DESIGN. ✓AU DRAWN.• JAU CHECKED.• KM/273 1 4/14/06 PER TOWN COMMENTS & REDUCE PVMNT JAU JOB NO.: 2228 DATE:• 12123105 NO. DATE DESCRIPTION BY DRAWING NO.: 2228-4