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HomeMy WebLinkAbout02-58P_PARKSITE PLUNKETT - WEBSTER_SULLIVAN AVENUE1 prepared by, esign ■ rofessionals, inc. a Civil Engineers - Planners - Surveyors . CIS 165 South Satellite Road South Windsor. CT 06074 (860) 291-8755 FAX (860) 291-8757 NOTES; Ingl' Ipuuunlllillll ,ql' algll.. Ipmung11IIIl) 'III �I I �IIIII►III J I •c s I I",ugll „q,III ((IIIIII I 1 I II"" I"' V Ir,, I IIIIII1 .idl loom ,idit i I Dl''IIIIIIIIIIca �IIII 1, !` II will llhm. l Ihn. nil Ihn Illlltp'' (IIIIII IIIIII4j1' II Ills, I (IIIIII Illu. II IIII 60Pp' II. nl „ nll hm (IIIIII ,dl u., ,ill (ll,,,, nt1 Iha, IIIIIIIi,,,,. (llllu u' lc•�in�� Proc•�ucts Di tril�ution Cent - r SITE PLANCF DEVELOPMENT/SPECIAL EXCEPTION LN U_ 'ULLRVAN AVT SOU TI-7 VR1\\TTD)300 L ADA, P.C. �-- Land Planners i 104 West Street ckH Simsbury, CT 06070 (860) 651-4971 Clock Tower Commons Brewster, NY 10509 (845) 278-7424 THESE DRAWINGS ARE THE PROPMTY I DE516N PROFESSIONAL5, ING., AND HAVE BEEN PREPARED SPECIFICALLY FOR THF_ +9NEWAPPLIGANT FOR Tl•115 PWn_11=rr T44T=Y Ayr- ntn•r TO 8E USED FOR ANY OTHER PLIF .'OSE OR BY ANY OTHER PER90N OR PERSONS NOR r REPRODUCED IN ANY MANMw - WITHOUT THE EXPRESS WRITi'EN pERM1S51ON OP DESIGN PROFESSIONALS, INC. THESE PLANS ARE INV'i•aLID UNLE55 THEY BEAR THE ORIGINAL SIGNATURE AND WMPR:�59I0N SEAL OF THE PRROFE5510N'AL• EN61NMR OR SURVEYOR. THIS SURVF'_Y AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 RIRU 20-30OB-20 OF THE ^11LA-.1I01,4S OF CONNE('IICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF ,NECTICUT" AS ENDORSED E:Y THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. 'HIS PLAN WAS COMPILED .<OM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS N)T TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO E BEST GiLG AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS N(ITED HEREON. 12882 RICHARD P. wARTEL LIC. No. \� Sch oen h ardt Architecture + Interior Design One Massoco Place Simsbury, Connecticut 06070-2118 Voice (860) 658-4496 Fax (860) 658-5280 er.,l d.T!4 MADSOR ptj,\ 1NG t DiIAT-E: I110 .:is�"'�EVi'vF�'�w�;:n`r'�...d'J.a-�5.�.�.,�•�.�.r�,� •--.-� },�. OWNERAPPLICANT APPLICANT Parksite Plunkett Webster 299 Strong Road -.0 - Box 8 SoutF I Windsor, Connecticut 06074 Tel. 1-800-243-2283 Fax (860) 528-2048 ion 9 n 80iL"M WIN[mo, P AWING_DEFT MAP tor N/F .ABUTTER LIST 98 1 127 PANORAMA DR. MAZUR, M/TCHEL W. & myrmY J. SOUTH/NGTON, CT 06489 99 1 2or WEST RD. PUDELLER, KENNETH ✓- & ANDREA L- 11 165 K :Tr RD. KR/V/CKAS, ALBERr D. 109 8 777'PROSPECT AVE, SPERRY WOOD LIMITED PARTNERSN/P WEST HARTFORD, Cr 06105 110 5 34 WOODCOCK OR. WOODCOCK, JOHN J. JR. 6 10 ABBE RD. CHARBONNEAU, ANDRE 7 10 ABBE RD. CHARBONNEAU, ANDRE 8 10 ABBE RD. CHARBONNEAU, ANDRE 9 500 S!/LUVAN AVE. SH£A, JOHN F. & 80SC£M/, MICHAEL 10 10 ABBE RD. CHARBONN£AU, ANDRE if 489 SULUVAN AVE. REX LUMBER COMPANY 12 489 SULUVAN AVE. REX LUMBER COMPANY 13 481 SULUVAN AVE. J R D REALTY 14 481 SULUVAN AVE. J R D REALTY 15 155 EAST ST. GOLDBLUM, DAV/D N£W HAVEN, CT 06511 16 155 EAST Sr. 004D81UM, DAV/D NEW HAVEN, CT 08511 122 9 10 ABBE RD. CHARBONNEAV, ANDRE L. f0 PO BOX 894 BELLEFLEUR, ALLEN A & TARA K, SOUTH WINDSOR, CT 08074 12 34 WOODCOCK OR. WOODCOCK, JOHN J. JR. Zoning Data Block ZONE: INDUSTRIAL (1) ITEM REQUIRED/ALLOWED (CD) PROVIDED Lot Area 20,000 s.f. min. 807,166 sq. ft./18.53 ac. Lot Width 100 ff. min. 508.51 ft. Lot Depth I 150 ft. min. 1,034.41 ft. Lot Coverage 50% max 14.0±% Impervious Coverage 65% max 42.4±% Building Height 40 ft. max 30' Bldg. Stories 2 max 1 STORY Front Yard 50 ft. min. 109.7 ft. Rear Yard 25 ft. min. 397.8 ft. Side Yard 10 ft. min. 30.0 ft. Note: Total proposed building area = 104,755f sq. ft. PARKING CALCULATIONS: Parking Space — 9' x 18' min. Warehouse Building = 99,342 SF. Required Parking = 1 per 1250 SF of Warehouse 99,342 SF./1250 = 79.47 spaces + 11 warehouse employees = 90.42 office 5,413f sq. ft. @ 4.5 spaces/1,000 sq. ft. = 24.36 TOTAL REQUIRED PARKING: 114.83 spaces Provided: 44 spaces plus 2 Handicapped = 46 spaces waiver requested for 71 parking spaces per section 13.4.1 of the zoning regulations 2 .7— S �+ v 6-8 9-11 12 13-14 A-4 E1 L1 SHEET INDEX ;UV EK SHEET KEY MAP BOUNDARY MAP PLOT PLAN SITE PLAN EROSION CONTROL WIDENING PLAN — DETAILS ARCHITECTURAL EASEMENT PLAN PLANTING PLAN PLAN SULLIVAN t ELEVATIONS i2A, ". t_'A. LEGEND O EXISTING IRON PIN ■ EXISTING MONUMENT C-Q.> EXISTING UTILITY POLE ------ EXISTING PROPERTY LINE ---- PROPOSED PROPERTY LINE _ =F2]= = EXISTING CATCH BASIN AND PIPE -- • 80' UPLAND REVIEW AREA A A INLAND WETLANDS BOUNDARY NOTES., 1. THE HORIZONTAL DATUM OF THIS MAP IS NAD'83. THE HORIZONTAL DATUM FOR THE RECORD DEED 1S MDC. 2. PROPERTY 1S IN ZONE X—AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN AS PER FIRM PANEL 2 OF 11 COMMUNITY FLOOD PANEL NUMBER 090036 0002D MAP REVISED FEB 23, 2001. 3. PROPERTY MAY BE SUBJECT TO PRESCRIPTIVE RIGHTS TO DRAIN IN FAVOR OF THE STATE OF CONNECTICUT, PROPERTY N/F REX LUMBER COMPANY,• PROPERTY N/F KENNETH J. & ANDREA L. PUDELER, AND PROPERTY N/F SPERRY WOOD CORP. 4. TOTAL AREA OF PROPERTY = 2152510 SQ.FT. = 49.41 AC. 5. 50' FRONT YARD PER SECTION 3.A. OF SOUTH WINDSOR ZONING MAP REFERENCES: 1. RECORD DRAWING GERBER SYSTEMS TECHNOLOGY FACILITY SULLIVAN AVENUE SOUTH WINDSOR, CT. DATE. 6-9-88 SCALE 1In=40Ft, SHEET I OF 1 PROJECT 85-350A BY FUSS & O'NEILL, INC. 2. PLOT PLAN PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY SULLIVAN AVENUE SOUTH MNDSOR, CT DATE 1-27-86 REV TO 2-7-86, SCALE 1 "=100' SHEET NO SD2 BY FUSS & O'NEILL, INC. 3. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF SOUTH WINDSOR, EAST MNDSOR HILL, WAPPING ROAD FROM THE HARTr VRD SPRINGFIELD ROAD, JVU 1nEA51E_1NL Y ADVV I 12,�VV FEET ROUTE 194 — 1320-02 SHEET 2 OF 4 SCALE 1 "=40' AUG 31, 1933. 4. PROPERTY SURVEY/RESURVEY — SOUTH WINDSOR TECHNOLOGIES CENTER, SULLIVAN AVENUE, SOUTH MNDSOR, CONNEC77CUT JOB NO. 1253 SCALE 1 `100' DATE: NOVEMBER 2001 BY DESIGN PROFESSIONALS, INC. 5. PLOT PLAN 641 SULLIVAN AVE ASSOC. WEST ROAD SOUTH i 1NDSOR, CT. DATE AUG 1989 REV TO 7-15-93 SCALE 1"=40' PROJECT 87-751A SHEET 3 OF 6 BY FUSS & O'NEILL, INC. 6. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE SOUTH MNDSOR SCALE 1"=40' APRIL 7966 BY C.D.JAY ASSOCIATES — MAP NO 511A. 7. IMPROVEMENT LOCATION PLAN — SITE & UTILITY PLAN DEPENDENT RESURVEY PREPARED FOR REX LUMBER COMPANY 489 & 513 SULLIVAN AVENUE SOUTH WiNDSOR, CONNEi.T1CUT. JOB NO 94-777 DAIC !/10/00 SCALE 1"=40, SHEET 3 OF 6 BY DESIGN PROFESSIONALS, INC. 9 1. P. SET _ IN MON U N CND MOB Molt 35 F.Y. /+ 50' F.Y. Q tU ^�EL N ca W / dOn ' / CL I oof I 91 N11 ' J.R.D I� N/K KUHNS .REALTY FAMILY PROPERTY LLC o b ILI � I ' w PROPOSED LOT 1 455 SULLIVAN AVENUE r 1 A1/� 425 sU PARCEL AREA I I I EA VAS, t 807, 287± S.E. !III E) AVENU& LL� 1 R C, 7, -l- A r, ILA M.S. N68 26'35"W P 1 S6728'41"E i PROPOSED LOT 2 p 0) 1 I PARCEL AREAr, I I 1, 345f 223± S.F.wl �Q. AC 88± . 1 30, 11 I � Q J f (V , rm 1 1 LIMIT OF 80' UPLD ANLIMIT OF 8D' UPLAND. REVIEW AREA ' I REVIEW AR X NII REX LUMBER COMPANY cQ 7 E I.P. IN CON \?' '6722 _ �v�f �. 5.2 ./ f fir{ s• n0.. ^J rl0u WWOWrFe ` WOO) 1' i S V �, ! win O' 1r ; �. rp, Wes V_ Vn2 W402 r� on / LIMIT OF 80' UPLAND waZ, REVIEW AREA wile ` EA / r .rp. ""° ra7 "`"° I N IF KENNEM i WFJ210 � �' I' REA L PUD j� ANDELVER I raw �q ty / � / wnoo S W �+ NIP 4 4;��� VAN , EEX,::BA=RN - / � rapsr "`� --.00 rnu I 1 - / wm Vrrz 00' rpm re17 Iwile vim ilrpDS wnwn waof roe ro7 rile rile �G, VOIDS Vim WN0 %" (y \+ ,T "rpm rR2 VIeo rnt V SPRING N0Q wn9i rp0e wads µ7 WOW 7e:9Ge rn9 NrRi "y" rj1° rns 2pac Vie ill r9Ge w1e7 Vlee ' \�2' Villa rno3 O +� (� ❑+_ N 11 rps wnx rpal I.O�..Y.. ` �-- `inx rnw V `— ""'° 51, " ERTY LINE SPERRY wtiaa CORP. , V"2 Will r N0 ' -- � PROPOSED PROP pm rile Vila+ riles nee rile, rnao _ f.n42 7 CrR41 N68'22 1 of wno w/2t rOIx Ville wp77 wn44 rn's i 0 S.Y._ r�7fx—rills Vpu ..� rA LK91I0 V099 N/P 425 SULUVAN >` wile r9x 14'� ra2 rnu rn>e wWill NI*Y 425 SULLIVANVol"Vol"� rn11 • - W07 ,rm Vas Ville wpae AVErIUE: L.C: rnu wns. Vim VON? AVENUE, LLC. 0 VON rp» rp �'�...- WinO wnx rp74 r019 P-- wme W#5 • rne2 rn93 nil 9 ra r/m - wnso riles WPMrp . / real rne2 rnn 12" wVIMp rp» Vp rn1D r %FJ27 rns4 rnx rni4 l.P. SET VIM WPMwpm W" y*O544 w1a / wnn • WF/193 wne9 w,s4s winVpe9 Wit" 797n'+e Vnx 1 NAr ALBERT D. KRIVICIpS wpso r rVne7 wOI2z ' rnae wla+t , / Votes06 wOIea rrpfo WOW wiles n2s wnw IN I.P. J_ rpu rill \ wnex llf�yj • \ rn66 riles Nnel wn29 N 25' R.Y. VMS rnu' Wig" N W w,ese W. In wF�83 rpm � �— i WFi830 WF/819 � rms "Ems rP9> i �••• � � � WF/825 WF 28 wFL822 1 WF/820 WFj818 25' O w195 '�me w 826 WF WF1P824 ,,,. R.Y. nb rnef ra N . t7 _ — rp27 N w�aoo 8 WF WF 804 WF it WF 8. _... � .. �14 WF#815 #816 WF68o3 B 805 W os # (186"W DEED) "" � � wFyeo� WF 808 N ..35�'rBWELD-------. i i N67*2423 N/F SPERRY *VW CORP. z -e x 0 11 11 Z m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2.. 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. 3 02/07/03 Show entire parcel per approval conditions BEE BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 10/24/02 Address Town Comments BEE 1 09/26/02 PER TOWN 1,0MMENTS BEE 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 112882 RICHARD P. MARTEL LIC. No. NO. i DA . E DESCRIPTION BY GRAPHIC SCALE 100 0 50 100 200 IN FEET > 1 inch = 100 ft. 860.291.8755 MUMMY MAP esign Cprof essionals, inc, DES/GN:BEE DRAWN••BEE CHECKED: f !! Civil Engineers • Planners • Surveyors • CIS joB No.: 1633 DATE 09112102 165 south satellite road • south windsor • Connecticut 06074 PRAWAtO NO.: jobs \ 1633\ 1633--1 dhra PROPERTY SURVEY/RESURVEY PREPARED FOR: Parksite Plunkett - Webster 455 Sulfivan Avenue SHEET 2, ZLQTES: 1. THE HORIZONTAL DATUM OF THIS MAP IS NAD'83. THE HORIZONTAL DATUM FOR THE RECORD DEED IS MDC. 2. PROPERTY IS IN ZONE X—AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN AS PER FIRM PANEL 2 OF 11 COMMUNITY FLOOD PANEL NUMBER 090036 0002D MAP REVISED FEB 23, 2001. 3. PROPERTY MAY BE SUBJECT TO PRESCRIPTIVE RIGHTS TO DRAIN IN FAVOR OF THE STATE OF CONNECTICUT, PROPERTY N/F REX LUMBER COMPANY; PROPERTY N/F KENNETH J. & ANDREA L. PUDELER; AND PROPERTY N/F SPERRY WOOD CORP. 4. TOTAL AREA OF PROPERTY = 2152510 SQ.FT. = 49.41 AC. 5. 50' FRONT YARD PER SECTION 3.A. OF SOUTH WINDSOR ZONING REGULATIONS. 6. TEMPORARY ACCESS TO SULLIVAN AVENUE IS SUBJECT TO APPROVAL CONDITIONS STIPULATED BY THE TOWN OF SOUTH WINDSOR PLANNING & ZONING COMMISSION. 7. THE HEIGHT OF MATERIAL STORED OUTDOORS WILL BE LIMITED TO NOT MORE THAN FOURTEEN (14) FEET WITHIN FIFTY (50) FEET OF THE WESTERN BOUNDARY FENCE FOR THE FIRST THREE (3) YEARS OF OCCUPANCY TO ALLOW FOR SCREENING TREES AND SHRUBS TO MATURE. MAP REFERENCES: 1. RECORD DRAWING GERBER SYSTEMS TECHNOLOGY FACILITY SULLIVAN AVENUE SOUTH WINDSOR, CT. DATE: 6-9-88 SCALE tin=4OFt, SHEET 1 OF 1 PROJECT 85-350A BY FUSS & O'NEILL, INC. 2. PLOT PLAN PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY SULLIVAN AVENUE SOUTH WINDSOR, CT. DATE 1-27-86 REV TO 2-7-86, SCALE 1"=100' SHEET NO SD2 BY FUSS & O'NEILL INC. 3. 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 194 — 1320-02 SHEET 2 OF 4 SCALE 1"=40' AUG 31, 1933. 4. PROPERTY SURVEY/RESURVEY — SOUTH WINDSOR TECHNOLOGIES CENTER, SULLIVAN AVENUE, SOUTH WINDSOR, CONNECTICUT JOB NO. 1253 SCALE 1"=100' DATE: NOVEMBER 2001 BY DESIGN PROFESSIONALS, INC. 5. PLOT PLAN 641 SULLIVAN AVE. ASSOC. WEST ROAD SOUTH WINDSOR, CT. DATE AUG 1989 REV TO 1-15-93 SCALE 1"=40' PROJECT 87-151A SHEET 3 OF 6 BY FUSS & O'NEILL, INC. 6. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE SOUTH WINDSOR SCALE 1"=40' APRIL 1966 BY C.D.JAY ASSOCIATES — MAP NO -911 A, 7. IMPROVEMENT LOCATION PLAN — SITE & UTILITY PLAN DEPENDENT RESURVEY PREPARED FOR REX LUMBER COMPANY 489 & 513 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT. JOB NO 94-777 DATE 1/10/00 SCALE 1 "=40', SHEET 3 OF 6 BY DESIGN PROFESSIONALS, INC. LEGEND ® IRON PIN TO BE SET QQ EXISTING IRON PIN ■ EXISTING MONUMENT cc1> EXISTING UTILITY POLE ---- EXISTING PROPERTY LINE ---- PROPOSED PROPERTY LINE PROPOSED BITUMINOUS CURB — — 80' UPLAND REVIEW AREA A A INLAND WETLANDS BOUNDARY QA 8' GREEN VINYL COATED CHAIN LINK FENCE © 12' WIDE SWING GATE © PROPOSED DUMPSTER PAD LOCATION © PROPOSED METAL BEAM RAIL o u n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD m 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. pRopoSep AR (S�E p�gNTrp�'�NTi�,_ "vG p�q)VS / r\ s� Al / Q � o � o �o SHEET 3 SHEET 4 REVISIONS 4 05/22/03 Revise Building Location BEE 3 02/07/03 Address Approval Conditions BEE 2 10/24/02 Address Town Comments; Add Easement BEE 1 09/26/02- ADDRESS TOWN COMMENTS BEE NO. I DATE DESCRIPTION THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-30015-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNEC11CUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. BY ! RICHARD P. MARTEL 12882 LIC. No. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET } 1 inch = 40 ft. ® 860.291.8755 esign 9ro essionals,, inc. ■ Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 sek� p) NpFT CO S 68 22, N s 1 \ Ci OTC ` �\ o, Spa `• Q Fce \ �\ PLOT PLAN DES/GN.• BEE I DRAWN.• BEE I CHECKED. GBS JOB NO.: 1633 IDA TE 09112102 )R.A WI,NG NO.: SL �' � r i �r';' -- PL O T D OIG 30' co / ry�o X SHEET 3 SHEET 4 PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET Parksite Plunkett - Webster 3 455 SU L1LU V AST AVENUE SOUTH WU NDSORv CONMUTUryey - AP After the nuylars have been signed by the Commission, they will be returned to you ibr filing in 94 `� the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to NO %-cun 07e slouth 2liuzd.&�It the Planning Department. The attached Special Exception form must be completed :rod filed in 1. THE HORIZONTAL DATUM OF THIS MAP IS NAD'83. ICJ 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 the Town Clerk's office. The special exception will take effect upon filing. ti°sor.co� / THE HORIZONTAL DATUM FOR THE RECORD DEED 1S MDC. AREA CODE 860 644.2517 Sincerely, 2. PROPERTY iS IN ZONE X-AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN AS PER FiRM PANEL 2 OF 11 COMMUNITY FLOOD PANEL NUMBER 090036 00020 MAP REVISED FEB 23, 2001. �! 3. PROPERTY MAY BE SUBJECT TO PRESCRIPTIVE RIGHTS TO DRAIN IN CERTIITED MAIL McCann, Chairman FAVOR OF THE STATE OF CONNECTICUT, PROPERTY N/F PEX LUMBER Planning and Zoning Commission COMPANY; PROPERTY N/F KENNETH J. & ANDREA L. PUDELER, AND PROPERTY N/F SPERRY WOOD CORP. May 14, 2003 KMcC/kah 4. TOTAL AREA OF PROPERTY = 2152510 SQ.FT. = 49.41 AC. cc: Town Engineer / Chief Building Official / Mr. Kcven Crotty Assessor MAP REFERENCES: Parksite Plunkett -Webster Superintendent of Pollution Control 1. RECORD DRAWING GERBER SYSTEMS TECHNOLOGY FACILITY SULLIVAN 299 Strong Road Fire Marshal AVENUE SOUTH WINDSOR, CT. DATE. 6-9-88 SCALE 11n=40Ft, SHEET ! P.O. Box 8 Peter DeMallie� J� -27-86 REV TO 2-7-86, / �� South Windsor, CT' 06074 OF 1 PROJECT 85-350A BY FUSS & O'NEILL, INC. 2. PLOT PLAN PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY�/ Re: Appl 402-58P, Parksite Plunkett Webster Site Plan Approval Conditions #] ]Modification SULLIVAN AVENUE SOUTH WiNDSOR, CT. DATE 1 SCALE 1 "=100' SHEET NO SD2 BY FUSS & O'NEILL, INC. / Dear Mr. Crotty: J. CONNECTICUWINDSOR,T STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN We are pleased to advise you that the Planning & Zonis Commission voted on May t3 2003 t OF SOUTH SPRINGFI EAST WINDSOR HILL, WAPPIAB ROAD FROM THEHARV w g g y o ROUTE 19 SPRINGF-0 ROAD, SOUTHEASTERLY ABOUT AUG31, FEET. 0� / approve a modification to condition #11 from the original approval letter dated November 5, ROUTE 194 - f320-02 SHEET 2 OF 4 SCALE 1 "=40' UG 31, 1933. - \ \ 1 2002. The original condition 411 is deleted and the following condition is substituted: 4. PROPERTY SURVEY/RESURVEY - SOUTH WINDSOR TECHNOLOGIES \ C / CENTER, SULLIVAN AVENUE, SOUTH WINDSOR, CONNECTICUT JOB NO. 1253 11. The applicant is granted a temporary curb cut onto Sullivan Avenue. At such time as SCALE 1 =100 DATE: NOVEMBER 2001 BY DESIGN PROFESSIONALS, INC. \ / reasonable access is available from the abutting property to the west (N/F Gerber, 5. PLOT PLAN 641 SULLIVAN AVE. ASSOC. WEST ROAD SOUTH WiNDSOR, Goldblum), but no later than 10 years from date of this approval, Parksite Plunkett Webster CT. DATE AUG 1989 REV TO 1-15-93 SCALE 1 "=40' PROJECT 87-751 A \` i / must connect its driveway into the driveway to the west, exiting at the main drive across /r from Kennedy Road. Upon connection into the new driveway,the temporary SHEET 3 6 BY FUSS & O'TRIAL INC. ROT-` 80 / 1 / � Sullivan Avenue on Parksite Plunkett Webster frontage must e removed. The connection 6. THE SULLIVANVAVENUE INDUSTRIAL PARK, SULLIVAN AVENUE SOUTH WINDSOR SCALE 1 "=40' APRIL 1966 BY C.D.JAY ASSOCIATES - MAP NO wF must be completed within 6 months of completion of the accessway to the west. Also, in 511A. ,j) ii`78 ` , accordance with the provisions of section IIIA.2.e.3, the applicant shall record on the land 7. IMPROVEMENT LOCATION PLAN - SiTE & UTILITY PLAN DEPENDENT - records an agreement that remaining access rights along Sullivan Avenue will be dedicated to RESURVEY PREPARED FOR REX LUMBER COMPANY 489 & 513 SULLIVAN / ,O wF#90 the Town and that the temporary curb cut will be closed after the joint -use driveway is AVENUE SOUTH WINDSOR, CONNECTICUT. JOB NO 94-777 DATE 1/10/00 V constructed. SCALE 1 "=40, SHEET 3 OF 6 BY DESIGN PROFESSIONALS, INC. Black and white transparent mylars of Sheet #3-5 with the above modifications, together with three blueprint copies of the entire set of 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 WFr88 � Wetlands Agency/Conservation Commission [must be reproduced on the mylars. �� WF#86 '.••• ••. `%ufn 074 Sb tfa `lvirzd�O�i tir % / wF#93 s� �K•��u 1540 SULLIVAN AVENUE • SOUTH ONEWINDSOR.60) 64 06074 .00 TELEPHONE (860) 6442511 i;�98 GyF Bs CERTIRED MAIL • dooWF � lo, / wF#83 _ - November 5, 2002 1199 Mr. Kevin Crotty ParksitePluny`F 68 wF#69 3 / WF#95 T 80' Up O,_ ` 299 Strong Road wF#le, wF, 9, RE'"F"' / � �/J S 6 5 °2 6'22' E s °th Windsor, CT 06074 O Re: Appl #02-58P, Parksite Plunkett Webster Site Plari and Special Exception to Section 6.1.3.2 G8.79 ��\ wF#16 / Dear Mr. Crotty: PSG \ O� / We are pleased to advise you that the Planning & Zonirl6 Conartission voted on October 29, 2002 to approve V with modifications the above referenced application forla Site Plan of Development. This approval is for the construction of a 104 / / WF 104,755 sq ft building on property tocued 455 Sullivan Avenue,, 12,one as shown on plans prepared by Design Professionals, Inc., Job No. 1633, dated October 24, 2002, as revised This approval is \ / 7,-1O j subject to the following modifications: �' �1 / \ ` 09 • I ,� 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 4 \\ J wF �` / 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. {/ �� / 38 1770 wF l /wF#10 1\ 3. This application is subject to the conditions of approval of the inland Wetlands Agency/Conservation �� 2 / / Commission, including a bond in the amount of $20.000.00 for basin establishment and a bond in the ` 9 amount of 55,000.00 for erosion & sedimentation control [measures �� ° / \\ yUF 4 An a6-built plan is required prior to issuance of a Ceitificate of Occupancy Section 8.1.10 ofthe Zonis Regulations. uP eY per 8 4#171 \ 2�1 ' wF 5. A landscape bond in the amount of $25,OW.00 is required and must be submitted prior to filing of mylars. #20 S / 6. All plans used in ibe field by the developer must beat the stamp and awhorizod signature of the Town of lopSouih Windsor. \ / \ / #2o WF206 WFrr20) 7. WPCA approval is required. 103 4 8. No building permits will be issued until the State TraFfic Commission certificate has been issued (per CGS §14-311). WF#173 / CO O) Cam' � ,�`21 � ' ,�r 9. The building street number must be included on the final plan. 10. The Town EngineerO/2 's review comments dated I9/O2 must be addressed to the Town Engineer's \`2p fl ° satisfaction. �' / ' 11. The applicant is granted a temporary curb cut onto Sullivan Avenue. The access driveway exiting to the existing driveway opposite Kennedy Road, shown on the approved plans, must be constructed in accordance with the following timetable: • If no tmffre signal is installed at Kennedy Road, then the access drive must be completed and the temporary curb cut must be abandoned not later than five (5) years after the date of this site plan �O` • If a traffic signal is installed at Kennedy Road, then the access drive must be completed and the ` temporary curb cut must be abandoned not later than three (3) months after the traffic signal is WF#133 �f`19g \ / t� ` installed and operational; but \� ` \\ \ WF/^• If the traffic light is installed sooner than three (3) years after the date of this approval, the new r20 9 access drive does not have to be completed (and the temporary curb cut abandoned) until three years wF#111 \ \ / from the date of this approval. 44 `••" @ wF#1 �\ / In accordance with the provisions of Sectidn 111A.2.e.3, the applicant shall (a) record an easement / ° 6 O tli�L J'OZI �r� UlG`uLeU L allowing crass access to and from the existing driveway on Sullivan Avenue, directly across from \ x ti Kennedy Road, and (b) record an agteemerit that remaining access rights along Sullivan Avenue will 1540 SULLIVAN AVENUE •SOUTH WINDSOR. CT 06074 November �c 1540 SULUVAN AVENUE • SOUTH WINDSOR, CT 05074 be dedicated to the Town and that the tcm J curb cut will be closed after the oiat-use driveway TELEPHONE (860) 644.2511 \ \ / ~osoer 15, 2002 TELEPHONE (860) 644-2511 is constructed. j �\ Quantity estimates must be submitted to the Town Engineer (on the enclosed farm) for the purpose #19� \ �\ �/ ^^. of determining the amount of surety to guataatee installation of the access drive. All surety shall October 7, 2002 Design Professionals, Inc. \ conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town C% �\ \ / w \ ` / 165 South Satellite Road Clerk's office. Certified t,70020510000081152192 �CIJ j � / South Windsor, CT 06074 (/ �/ S \\ Attn: Galen Semprebon • both permission to eater upon and prirform all activities needed to construct the driveway, on LEGEND Desizm Processionals, Inc. 6. Mosquito controls in the form of a larvicide must be applied to the detention basin. This // '' C1 properties on which the driveway will be constructed, must be provided in conjunction with Attn: Peter DeMallie application most he done twice a year and proof of application must be sent to the V� tsl �/ �� ` RE: YazksitePtunkett-Webster provision of surety. 165 South Satellite Road Environmental Planner or Director of Public Health. WF#1 ) 455 Sullivan Avenue., South Windsor, CT ® IRON PIN TO BE SET South Windsor, CT 06074 9 ` ( 12. The height of material stored outdoors will be limitpd to not more than fourteen (14) feet within fifty (50) OO EXISTING IRON PIN 7. Trap hoods to be installed on the catch basins near the parking lot, loading docks and the " `, • n / Dear Mr. Semprebon: feet of the western boundary fence for the first three (3) years of occupancy to allow for screening trees and `/ shrubs to mature. ly of ■ EXISTING MONUMENT > last catch basin before the detention area. The South Windsor Water Pollution Control Authority, at its regular meeting of November 6, 2002, gave RE: Appl. 902-58P Parksite Plunkett -Webster - southerSharon Drive and westerly / / approval for the connection to the Town's sewerage system of a commercial building at 455 Sullivan 13. A parking waiver is granted for 71 parking spaces. of Hilton Drive (Assessor's hiap #34, parcel #22) A-20, residential zone. 8. Pull back the outlet location and create a length of open channel prior to discharge. This � EXISTING UTILITY POLE Avenue, South Windsor, CT as more specifically shown on plans entitled "Topographic Plan -Parksite is to be approved by the Environmental Planner/Conservation Officer prior to Plunket-Webster" prepared by Design Professionals, CT, Project No. 1633, dated 9-12-02, with revisions 14. Show entire 48-acre site as part of the application. ---- EXISTING PROPERTY LINE I)carMr.DcMallic: PROPOSED PROPERTY LINE construction. / dated 9-26-02,10-7-02,and subject tothe following conditions: ---- Black and white transparent ttylars of Sheet 83-5 with the above modifications, together with three blueprint At the October 2, 2002 rcgular meeting, the Inland Wetlands Agency/Conservatjon Commission 9. Inspection and maintenance of the detention basin must be done on a monthly basis for / 1. Technical approval of the Town Engineering Department copies of the entire set ofplans must be submitted to this Commission within 30 days to be stamped and sizaed. PROPOSED BITUMINOUS CURB approved application #02-58P -- Parksite Plunkett -Webster - Sullivan Avenue - Inland accumulated floatables. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission Wetland/Conservation Commission application to construct an industrial building, parking lot, 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once must be reproduced on the mylars. 80UPLAND REVIEW AREA stonnwater structures, and associated improvements on property located southerly of Sullivan 10. We recommend a bond in the amount of $5,000 be submitted to the Planning & Zoning / / the sewer line has been installed and inspected by the Town staff, and based upon the written ,- A_ INLAND WETLANDS BOUNDARY Avenue and easterly of Schweir Road (Assessor's Map # l 10, parcel 915). I -Industrial zone. Commission to ensure Erosion and Sedimentation Control Measures. / verification of the Town staff that said sanitary sewer line was installed in substantial conformance After the mylars have, been signed by the Commission,• they will ise returned to you for filing in the Office of the This approval is subject to the following conditions: with the design plans previously approved by the Authority, and meeting all Town regulations and Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. The 8 GREEN VINYL COATED 11. We recommend a bond in the amount of $20,000 be submitted to the Pltruting &Zoning appropriate technical specifications relating to sanitary sewer construction. attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception CHAIN LINK FENCE 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be Commission to ensure establishment of the basin. Connection charges in the amount of $51,884 ($2,800/acre) have been calculated for this site, and are due will take effect upon filing. r submitted to this Commission. This must be completed within 65 days of approval prior at the time of drain layers permit application. © 12 WIDE SWING GATE to any construction activity on the site. Plans submitted to Planting & Zoning © PROPOSED DUMPSTER PAD LOCATION Commission shall he considered having met this requirement. Very truly yours, This approval letter must be superimposed on the final approval plans. Sincerely, 2. The application shall indemnify and hold harmless the Town of South Windsor against INLAND WETLANDS AGENCY/ Very truly yours, any liability, which might result from the proposed operation or use. CONS .RVATION COMMISSION 3. The permit is valid for five years and shall expire on October 2, 2007. It is the / � � / auf�� L cz., Kevin McCann, Chairman Planning and Zoning Commission Iandowner(s)/applicant(s) responsibility to track expiration dates and notify the / �W Jos J. Carina, Chairman Commission of a renewal request at least 65 days prior to expiration. Eli, eth A. Warren, Chairperson ph Water Pollution Control Authority 4. All approvals required must be obtained and submitted prior to any activity on the site. L• W:dr JJC:dd Attachment 5. A contact poison shall be identified on the plans. cc: Chief Building Official Cc: Matthew Town Manager cc: Town Engineer Chief Building Official Town Engineer J. Gantan, Michael J. Gantick, Director of Public Works Assessor TefTDoolittle, Town Engineer Superintendent ofPollution Control Marcia Banach, Director of Planning Fire Marshal John Collins, Chief Building Inspector Peter DeMallie 6 05/22/03 Add Approval Letter BEE Parksite Plunkett -Webster o it a 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860.291 • 8755 Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE ■ PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET a 5 02/07/03 Address Approval Conditions &Town Comments BEE PLOT PLAN � �^ „ m INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE • ■ Itttfff--J""" I'IL' Il��'1� � IUIrVV1 fir' y� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 01/16/03 Add Approval Letters BEE SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 40 0 20 40 80 es,�n Parksite Plunkett "' t�ebster 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12-12-02 ADD APPROVAL LETTERS MHA TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ■ ■ YI BY A LICENSED LAND SURVEYOR PRIOR TO Jrofessionals Inc CONSTRUCTION. 2 10/24/02 Address Town Comments BEE ( IN FEET ) 9 ■ DESIGN.• BEE DRAWN• BEE CHECKED.• GUS� V I° 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 09/26/02 PER TOWN COMMENTS BEE � ��� SULLIVAN�������� "" ���`•"' 12882 1 inch = 40 ft. Civil Engineers • Planners • Surveyors CIS JOB NO.: 1633 DATE:• 09112102 Ti��m�t7r �cttrtr�7m� 1I� fit �T�tTc �►tt+tt �t 7�tty IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. 165 south satellite road - south windsor - con ecticut 06074 DRAWING NO.: SERVER/1633/1633 PLOTOWG SOUTH 1rVrul�ls SOPq �yot� gEcuic 11 OF THE PROFESSIONAL ENGINEER/SURVEYOR. N0. DATE DESCRIPTION BY NOTES: 1. THE HORIZONTAL DATUM OF THIS MAP IS NAD'83. THE HORIZONTAL DATUM FOR THE RECORD DEED IS MDC. 2. PROPERTY IS IN ZONE X-AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN AS PER FIRM PANEL 2 OF 11 COMMUNITY FLOOD PANEL _ NUMBER 090036 0002D MAP REVISED FEB 23, 2001. \ 3. PROPERTY MAY BE SUBJECT TO PRESCRIPTIVE RIGHTS TO DRAIN IN FAVOR OF THE STATE OF CONNECTICUT; PROPERTY N/F REX LUMBER COMPANY; PROPERTY N/F KENNETH J. & ANDREA L. PUDELER; AND \ PROPERTY N/F SPERRY WOOD CORP. S/GN 4. TOTAL AREA OF PROPERTY = 2152510 SQ.FT. = 49.41 AC. a ` 5. 50' FRONT YARD PER SECTION 3.A. OF SOUTH WINDSOR ZONING REGULATIONS. �` \ 6. TEMPORARY ACCESS TO SULLIVAN AVENUE IS SUBJECT TO APPROVAL OONDITIONS STIPULATED BY THE TOWN OF SOUTH WINDSOR PLANNING & ,v^'Fr 0 '66o ZONING COMMISSION. � CO- 7. THE HEIGHT OF MATERIAL STORED OUTDOORS WILL BE LIMITED TO NOT MORE Sr THAN FOURTEEN (14) FEET WITHIN FIFTY (50) FEET OF THE WESTERN S/(' yr BOUNDARY FENCE FOR THE FIRST THREE (3) YEARS OF OCCUPANCY TO U S ALLOW FOR SCREENING TREES AND SHRUBS TO MATURE. ' \8. THE EXISTING 24" CLAY PIPE EXTENDING FROM SULLIVAN AVENUE TO THE SOUTHWEST PART OF THE SITE IS TO BE EXPOSED AND INSPECTED PRIOR TO CONSTRUCTION. PIPE SHALL BE REPLACED AND REPAIRED AS NEEDED OR AS DIRECTED BY THE TOWN ENGINEER TO ENSURE THAT PROPER DRAINAGE ISly MAINTAINED. MAP REFERENCES: l ` ` ` \� \ \ No.e s? 1. RECORD DRAWING GERBER SYSTEMS TECHNOLOGY FACILITY SULLIVAN - �Q AVENUE SOUTH WINDSOR, CT. DATE: 6-9-88 SCALE 11n=40Ft, SHEET 1 n _ OF 1 PROJECT 85-350A BY FUSS & O'NEILL, INC. ice\ _ / �/] 2. PLOT PLAN PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY �/ / ` � �� �c FX� v M SULLIVAN AVENUE SOUTH WINDSOR, CT. DATE 1-27-86 REV TO 2-7-86, rFsr shy Foe SCALE 1"=100' SHEET NO SD2 BY FUSS & O'NEILL, INC. `- _ _ \ •83. 36 3. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN /c ' ^ ♦851, , OF SOUTH WINDSOR, EAST WINDSOR HILL, WAPPING ROAD FROM THE i' 82` �S^`ek�r\. S\ R �MN HARTFORD SPRINGFIELD ROAD, SOUTHEASTERLY ABOUT 12,500 FEET. 84.20 w �q, PROPOSED UTILITY POLE ROUTE 194 - 1320-02 SHEET 2 OF 4 SCALE 1 =40 AUG 31, 1933. / '� _ \ PROVIDED BY UTILITY 4. PROPERTY SURVEY/RESURVEY - SOUTH WINDSOR TECHNOLOGIES � - - Q Firs \ (( TH THREE PHASE CENTER, SULLIVAN AVENUE, SOUTH WINDSOR, CONNECTICUT JOB NO. 1253 1 , / 4.10 fie` MpN �8 iNt, s� s V O ANSFORMER SCALE 1 -100 DATE: NOVEMBER 2001 BY DESIGN PROFESSIONALS, INC. S•? s rU@ 5. PLOT PLAN 641 SULLIVAN AVE. ASSOC. WEST ROAD SOUTH WINDSOR, r' / 8 40.9'oFr CO CT. DATE AUG 1989 REV TO 1-15-93 SCALE 1"=40' PROJECT 87-151A rV�HFR�gNrrgR 863' SHEET 3 OF 6 BY FUSS & O'NEILL, INC. 114f 6. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE SOUTH WINDSOR SCALE 1"=40' APRIL 1966 BY C.D.JAY ASSOCIATES - MAP NO 511 A. r / 3.70 X 6 R C� qN/rqR L' 7. IMPROVEMENT LOCATION PLAN - SITE & UTILITY PLAN DEPENDENT RESURVEY PREPARED FOR REX LUMBER COMPANY 489 & 513 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT. JOB NO 94-777 DATE 1/10/00 SCALE 1 "=40', SHEET 3 OF 6 BY DESIGN PROFESSIONALS, INC. x t 83.60 109.7' rt9Ftit c�SgN,lrq � ` \ _zzz- OspgcFS kiNQ / / / N`83` y�SV ����CQ)rh 1 LLA.t] •t/ �. FCHQiyjC &26 p l> 4ry CB1 pj� IL DRAINAGE STRUCTURE TABLE ,' `` r'/ , - ' . ¢� �' , A O S, N�� Q `• ,p O,S 83 •o o - 83.25 82.50 228.7 7 O 0 rn o. 3. . . Structure CB TYPE / \ , `3 S/�gcgR 7 2 0 �p / T_F. Invert ' / ` � / � � i F , CB2* Type I "C-L" Dbl 81.10 77.76 (15" out CB3) ' \ ` ',� S B-1 � _ _ _ _ - - •- 4b�IFRq<s' �8°sow D2 Storm Manhole 82.40 79.00 (15" out CB3) ` / � � �` , ' ' k CB3 Type I "C-L" Dbl 81.30 76.79 (15" in CB2) _-5 '2.- ' 77.91 (15" in D2)IV r i , 76.39 (24" out CB4) ,' - - - - - - - - Q��c ,', r �Co C84* Type I "C-L" Dbl 80.60 75.50 (15" in C85) pRppOSFo / QQ ! CB2 0 75.50 (24" in CB3) G 75.50 (30" out C86) { (S FFq OF F C85* Type "C-L" Single 79.25 76.08 {15y out CB) C ' ,�,,, / A�ANrN� c CB6 Type I "C-L" Dbl 80.87 74.43 30 in CB4)a p� S ' N) A 74.43 {30" out CB7) t ' CB7 Type I "C-L" Dbl 79.65 73.89 (30" in CB6) tt , �� 73.89 (30 out CB8) " D3 / CB8 Type I C-L" Obi 80.00 72.84 (30" in 07) 72.84 (36" out CB9) CB9* Type I "C-L" Dbl 80.00 72.33 (36" in CB8) B 8? Y{ k 72.63 (24" in CB10) _ _ / 72.33 (36" out FE1) - _ _ - 82.53 �' CB1* Type "C-L" Single 81.75 77.67 (15" out D3) LEGEND` ,' 03 Storm Manhole 83.90 76.44 (15" in CBI) ® IRON PIN TO BE SET 76.44 (15" out Y1) Yt Yarddroin 81.75 76.33 (15" in D3) OO EXISTING IRON PIN 76.33 (15" out Y2) EI EXISTING MONUMENT ` `�� �� ^h 30' A. �I �1 • Y2 Yarddroin 82.25 74.84 (15" in Y1) �-�, EXISTING UTILITY POLE CB3 F • � 74.84 24 out CBtO EXISTING PROPERTY LINE CB10 Type "C-L" Single 81.50 73.35 (24" in Y2) 73.35 (24" out CB9) - --- PROPOSED PROPERTY LINE r r FE1 72,10 (36" in CB9) _ 451_ = EXISTING CATCH BASIN AND PIPE OTL 76.00 72.10 (10" in) 1S` EXISTING SANITARY MANHOLE 72.10 (24" out) = PROPOSED CATCH BASIN AND PIPE FE2 71.89 (24" in OTL) �= PROPOSED YARD DRAIN AND PIPE * INSTALL TRAP HOODS PROPOSED STORM DRAINAGE MANHOLE ��QQ, C ,' D2 , 000 -w- PROPOSED PUBLIC WATER LATERAL �Q, -s- PROPOSED SANITARY SEWER LATERAL Pie' ,�� �� t ,' 0 X DRAINAGE PIPING SCHEDULE PROPOSED BITUMINOUS CURB TP- 82 C Line Segment Length Size Slone - -300- - EXISTING CONTOUR c�'i' ��� F CB2-CB3 138' 15" 0.70% -®- PROPOSED CONTOUR � '' �` 'O / T,o / D2-CB3 67' 15" 1.63% x312.25 PROPOSED SPOTGRADE ELEVATION`` `� oo , V �°� <__ SURFACE DRAINAGE DIRECTION / `��/ '� �S �•O CB3-C84 178 24" 0.50% - 80' UPLAND REVIEW AREA CB5-C84 115 15" 0.50% • A INLAND WETLANDS BOUNDARY -83 C64-CB6 214' 30" 0.50% EXISTING TREELINE /�\ PROPOSED TREELINE ` �1. l/ CB6-CB7 108' 30" 0.50% A ' -- ,� �%; �� ,' e B • ' ` O 8 GREEN VINYL COATED � 7® 07-CB8 211' 30" 0.50% CHAIN LINK FENCE \ ,' �,' CB4 CB8-C89 102' 36" 0.50% © 12' WIDE SWING GATE \ •' ,' m ry -1; ,' - - F © PROPOSED DUMPSTER PAD LOCATION ,\ / G F , So CBI-D3 244' 15" 0.50% Q PROPOSED METAL BEAM RAIL \ A D3-Y1 23' 15" 0.50% OE PROPOSED 6" SANITARY SEWER LATERAL Yl-Y2 298' 15" 0.50% (INVERT AT STREET TO BE VERIFIED BY "82 / r � 74� h• SITE CONTRACTOR AT TIME OF CONST.) Y2-CB10 298' 24" 0.50% FO 6" PVC ROOF LEADER ,' /� 9 50 _g 2 r / C810-C139 143' 24" 0.50% © ROOF LEADER CLEANOUT (TYP.) CB9-FEE 43' 36" 4.53% O 6" UNDERDRAIN (TYP.) �° �G i 05 Nc q O OTL-FE2 42' 24" 0.50% o�� r t �• SHEET 6 / Q�o c79 / SHEET 6 SHEET -7 82 SHEET 7 6 05/22/03 Revise Building Location BEE }� o <X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860.291 • 8755 PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNEC11CUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE INFORMATION. ALL EXISTING UTILITIES SHOULD 5 02/07/03 Per Town Engineer Comments/Approval Conditions SEE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE � D D D BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 11/04/02 CLARIFY ACCESS EASEMENT BEE SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 40 80 esign T(D 08MP � pLa� Parksite Plunkett �V'ebster 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 10/24/02 Address Town Comments; Add Easement & Berm BEE TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. r BY A LICENSED LAND SURVEYOR PRIOR TO rof essionals inc ■ �y�j'� 6 CONSTRUCTION. 2 10/07/02 ADDRESS TOWN COMMENTS BEE ( IN FEET) DESIGN: BEE DRAWN.• BEE CHECKED: G,6S 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 09/26/02 ADDRESS TOWN COMMENTS BEE 12882 1 inch = 40 ft. t � �������� AVENUE IMPRESSION SEAL AND ORIGINAL SIGNATURE _ Civil Engineers •Planners •Surveyors CIS roe No.: 1633 DATE' 09�12��2 14 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 -south -satellite road • south wil,dcar connecticut 06074 URAWNG NO: SERVER/1633/1633-TOPO.DWG SOUTH W iNDSORp COL�l�1G�,.tl ICUT g 1�� 4 9.50x 6. SHEET F � x7g. D / SHEET 6 M SHEET -7 82 , - - - -- iHFi�rt' ,. 2. QQ��}' _ ��' AROP ps S �T + p �SFO j QQ, iS££ P NTp £p ��. - ' p / o� opo p Q. NGy NGS _IVO 5. 169/ _"'""- , ,' + ►` CB6 0 ` 93 , X���� 7. ' EXISTING BARN i �/ � TO BE REMOVED i '7 ' I /r 1 . o l. 181 t� r \31 s S r ~ ;s wF#is 1' ' cB7 PROPOSED a ' - 0 7s.s5 _ _ PROPANE A _ _ 268' TANK �7 PROPOSED RIPE AP g �� - - - �0 SPLASHPAD (TYP.) // >8 >9 0 ` �= 7 w<coR��. - _ _ i ' \1 �• T `` l / /\ \' ����' 12' WIDE FE \ 0 SWING GATE #20 0 ��cFrqRN, M/T p CB8 �'F#> 9 3&4�F O SAP 1 / �F#783 wF#782 C �i `� 71.75" H oo`` ` \ ` ` ��� / / / - DTP-8/ / 0 0.50 JQ -.,, ---80 ' �` \ 776 LEGEND- ® IRON PIN TO BE SET wF F PROPOSED RIPRAP 2 _ _ _ _ _ PLUNGE POOL (TYP.) ! - QQ EXISTING IRON PIN #�>8 F#s B.S� �� ' ■ EXISTING MONUMENT � EXISTING UTILITY POLE - - - - ----- EXISTING PROPERTY LINE _ ---- PROPOSED PROPERTY LINE w� \ _ - '>��`�� / V- _ = EXISTING CATCH BASIN AND PIPE > _ ``--" POP wF -------- - -- __ Is` EXISTING SANITARY MANHOLEFi�T °SFa RIP wF#s 9 - , #7 �'F#1 ER BERG (gip y \ ` : `• 8 ' ' - - ` - . ,- - - 1= PROPOSED CATCH BASIN AND PIPE wF �> w �\• • -� 78 � PROPOSED YARD DRAIN AND PIPE 8 F#74s �; , ` - - - -" - _ _ _ ' ' -0- PROPOSED STORM DRAINAGE MANHOLE wF#7� w - _ \�` ` ,' uctu 78- - - '� i. x CB2 -w- PROPOSED PUBLIC WATER LATERAL ^ , s F#7�`�- 4 _ ��� , _ SPR//UG i �O� r' D2 -S- PROPOSED SANITARY SEWER LATERAL , V/� wF#7�3 ` ` >6, ` P�C'. - CB3 PROPOSED BITUMINOUS CURB - -300- - EXISTING CONTOUR vF S `78- �s` /�� --90- PROPOSED CONTOUR ' yV S� `wF _ - \�� �� _ -� - - "'f_✓, CB4 < <<� � x312.25 PROPOSED SPOTGRADE ELEVATION ' / '- /. ��' V , .CB5 SURFACE DRAINAGE DIRECTION ` ! / C86 -- --80' UPLAND REVIEW AREA � (� CB7 .`-` INLAND WETLANDS BOUNDARY CB8 r`rY^r� EXISTING TREELINE r�''r"m PROPOSED TREELINE cas OA 8' GREEN VINYL COATED / CHAIN LINK FENCE © 12' WIDE SWING GATE © PROPOSED DUMPSTER PAD LOCATION C61 D3 DO PROPOSED METAL BEAM RAIL EO PROPOSED 6" SANITARY SEWER LATERAL Y1 (INVERT AT STREET TO BE VERIFIED BY Y2 SITE CONTRACTOR AT TIME OF CONST.) O 6" PVC ROOF LEADER CBt © ROOF LEADER CLEANOUT (TYP.) FE1 UH 6 UNDERDRAIN (TYP.) OTL z c x II II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN. ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD m 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. REVISIONS 4 05/22/03 Revise Building Locotion BEE 3 02/07/03 Per Town Engineer Comments/Approval Conditions BEE 2 10/24/02 Address Town Comments; Revise Plonting Berm BEE 1 09/26/02 ADDRESS TOWN COMMENTS BEE NO. DATE DESCRIPTION BY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECIICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. GRAPHIC SCALE '0 0 20 40 80 ( IN FM ) 1 inch = 40 ft. 0 860.291.8755 esign 00rofessionals, inc. II ■ Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor . connecticut 06074 T�PUG�APH;IC F AMM DESIGN. BEE DRAWN.• BEE CHECKED: GBS jas No.: 1633 DA IF 09112102 DRAWING NO.: SERVER,/1633,�1633- TOPO. DI?IG R: THE HORIZONTAL DATUM OF THIS MAP IS NAD'83. THE HORIZONTAL DATUM FOR THE RECORD DEED IS MDC. PROPERTY IS IN ZONE X-AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN AS PER FIRM PANEL 2 OF 11 COMMUNITY FLOOD PANEL NUMBER 090036 0002D MAP REVISED FEB 23, 2001. PROPERTY MAY BE SUBJECT TO PRESCRIPTIVE RIGHTS TO DRAIN IN FAVOR OF THE STATE OF CONNECTICUT, PROPERTY N/F REX LUMBER COMPANY; PROPERTY N/F KENNETH J. & ANDREA L. PUDELER; AND PROPERTY N/F SPERRY WOOD CORP. TOTAL AREA OF PROPERTY = 2152510 SQ.FT. = 49.41 AC. inE HEIGHT VF MA IGR1AL S I VRED Oulu' IDVVRS '"' ILL BE LIMI IED I0 N01 M 0 R E THAN FOURTEEN (14) FEET WITHIN FIFTY (50) FEET OF THE WESTERN BOUNDARY FENCE FOR THE FIRST THREE (3) YEARS OF OCCUPANCY TO ALLOW FOR SCREENING TREES AND SHRUBS TO MATURE. INSTALL TRAP HOODS IN CATCH BASINS CB1. CB2, CB4, CB5 AND CB9. AP REFERENCES: RECORD DRAWING GERBER SYSTEMS TECHNOLOGY FACILITY SULLIVAN AVENUE SOUTH WINDSOR, CT. DATE: 6-9-88 SCALE tin=40Ft, SHEET 1 OF 1 PROJECT 85-350A BY FUSS & O'NEILL, INC. PLOT PLAN PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY SULLIVAN AVENUE SOUTH WINDSOR, CT. DATE 1-27-86 REV TO 2-7-86, SCALE 1"=100' SHEET NO SD2 BY FUSS & O'NEILL, INC. 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 194 - 1320-02 SHEET 2 OF 4 SCALE 1"=40' AUG 31, 1933. PROPERTY SURVEY/RESURVEY - SOUTH WINDSOR TECHNOLOGIES CENTER, SULLIVAN AVENUE, SOUTH WINDSOR, CONNECTICUT JOB NO. 1253 SCALE 1"=100' DATE: NOVEMBER 2001 BY DESIGN PROFESSIONALS, INC. PLOT PLAN 641 SULLIVAN AVE. ASSOC. WEST ROAD SOUTH WINDSOR, CT. DATE AUG 1989 REV TO 1-15-93 SCALE 1"=40' PROJECT 87-151A SHEET 3 OF 6 BY FUSS & O'NEILL, INC. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE SOUTH WINDSOR SCALE 1"=40' APRIL 1966 BY C.D.JAY ASSOCIATES - MAP NO 511A. IMPROVEMENT LOCATION PLAN - SITE & UTILITY PLAN DEPENDENT RESURVEY PREPARED FOR REX LUMBER COMPANY 489 & 513 SULLIVAN AVENUE SOUTH WINDSOR. CONNECTICUT. JOB NO 94-777 DATE 1 /10/00 SCALE 1 "=40', SHEET 3 OF 6 BY DESIGN PROFESSIONALS, INC. I SwF#8o�� ti , . orb•. � DRAINAGE STRUCTURE TABLE r * * * ' * 0 DRAINAGE PIPING SCHEDULE r CAE T E 1�t Line Segment Lenath a= 2= Type I "C-L" Dbl 81.10 77.76 (15" out CB3) CB2-CB3 138' 15, 0.70% Storm Manhole 82.40 79.00 (15" out C93) Type I "C-L" Dbl 81.30 76.79 (15" in CB2) D2-CB3 67' 15" 1.63% 77.91 (15" in D2) CB3-CB4 178' 24" 0.50% 76.39 (24" out CB4) Type I "C-L" Dbl 80.60 75.50 (15" in CB5) CB5-CB4 115, 15" 0.60% 75.50 (24" in CB3) C84-CB6 214' 30" 0.50% 75.50 (30" out CB6) Type "C-L" Single 79.25 76.08 (15" out CB4) CB6-CB7 108, 30" 0.50% Type I "C-L" Dbl 80.87 74.43 (30" in CB4) CB7-CB8 211' 30" 0.50% 74.43 (30" out CB7) Type I "C-L" Dbl 79.65 73.89 (30" in C86) C88-CB9 102' 36" 0.50% 73.89 (30" out CB8) Type I "C-L" ON 80.00 72.84 (30" in C87) CB1-D3 244' 15" 0.50% 72.84 (36" out CB9) D3-Yl 23' 15" 0.50% Type I "C-L" Dbl 80.00 72.33 (36" in CB8) 72.63 (24" in CB10) Yt-Y2 298' 15" 0.50% 72.33 (3V out FE1) Y2-CBIO 298' 24" 0.50% Type "C-L" Single 81.75 77.67 (15" out D3) Storm Manhole 83.90 76.44 (15" in CBI) C610-CB9 143' 24" 0.50% 76.44 (15" out Y1) C99-FE1 43' 36" 0.53% Yorddrain 81.75 76.33 (15" in D3) 76.33 (15" out Y2) OTL-FE2 42' 24" 0.50% Yorddroin 82.25 74.84 (15" in Yt) 74.84 (24" out CB10) Type "C-L" Single 81.50 73.35 (24" in Y2) 73.35 (24" out C139) 72.10 (36" in CB9) 76.00 72.10 (10" in) 72.10 (24" out) 71.89 (24" in OTL) STALL TRAP HOODS PROPERTY SURVEY/RESURVEY PREPARED FOR: Parksite Plunkett N Webster 4.-'55 SUL11e11VAAV AVlEN lV E SOUTH 'VRNDSOP,,, cC'ONTIEC'ICUCCUT SHEET LEGEND ® IRON PIN TO BE SET OO EXISTING IRON PIN ■ EXISTING MONUMENT C-O-> EXISTING UTILITY POLE ---- EXISTING PROPERTY LINE ---- PROPOSED PROPERTY LINE [� �P = f\II(­rlA If ^AT^ll MAf IkI A k I M P1l tJ�J III'gU lH..ll,r, WAZO1V ANU rlrt �s\ EXISTING SANITARY MANHOLE �= PROPOSED CATCH BASIN AND PIPE PROPOSED YARD DRAIN AND PIPE PROPOSED STORM DRAINAGE MANHOLE —W— PROPOSED PUBLIC WATER LATERAL —S— PROPOSED SANITARY SEWER LATERAL PROPOSED BITUMINOUS CURB - -300- - EXISTING CONTOUR --�— PROPOSED CONTOUR x312.25 PROPOSED SPOTGRADE ELEVATION SURFACE DRAINAGE DIRECTION — -1 80' UPLAND REVIEW AREA A A INLAND WETLANDS BOUNDARY ry-y­,"� EXISTING TREELINE rym� PROPOSED TREELINE - - - - no PROPOSED SILT FENCE/HAYBALES — Ism PROPOSED SILT FENCE/HAYBALES OA 8' GREEN VINYL COATED CHAIN LINK FENCE © 12' WIDE SWING GATE © PROPOSED DUMPSTER PAD LOCATION OD PROPOSED METAL BEAM RAIL O PROPOSED SANITARY SEWER LATERAL (INVERT AT STREET TO BE VERIFIED BY SITE CONTRACTOR AT TIME OF CONST.) FD 6" UNDERGROUND ROOF LEADER ® STORMWATER CLEANOUT STRUCTURE ANGLE POSTS 1. SET POSTS AND 12.PLE THE SILT INSTALL CONSTRUCTION ENTRANCE PAD EXCAVATE A 6'x6' TRENCHCING TO THEFOR ABILITY POST UPSLOPE FROM POSTS. Sill OF THE POST ® AND SEF- FENaHc ® Storm Sewer Structure Nq scp g2.` 95 r i2' MIN. \\ 7f CKL Flow •- C - Flow � - ' \�"S`Fx, 3. ATTACH FILTER FABRIC TO 4. BACKFlLL THE \ i1 \ �r sF ODMN f;V IC IT INTO DEN AND EXTEND THE TRENCH RENCH AN � COMPACT ® ® \ ` \� R M �q�N PROPOSED UTILITY POLE Anchor with two 2"X2"X3' \\ \ PROVIDED BY UTILITY COMPACTED _ fX/ �j. TH THREE PHASE BACKFlLL / ) Stakes In each bale. �0� ON r. s, s rF U Q ANSFORMER a �2 ogg �e cep s2 Sft 40.9 R T Op ♦ S �-7 � N S \ � p Cp CONSTRUCTION OF SYNTHETIC FILTER BARRIER \ \ °Roa -(Jr ` ` \ \ emu. U0� Haybale Installation at Catch Basins / 8's sfR q \ \ INSTALL 8 .60 , , jORo 109.7' °p sq ♦ `� \°= fYo ■..�,� FENCE p�SF /NP/>t NirgRY ` \ QQQ� fpe \ s A, pq FRkN N ` . �� .s° ' �� ♦ \ � £°My Noss co. ri 84 •` \ \ ` 6" CT D.O.T. 2" STONE TO BE PLACED A / CAI T 0 f `\ N T �y a \ z OVER FILTER FABRIC MATERIAL / �o oRO 3 A pqQ $ \ �`" ` ` /'♦ ♦ aQ f \ EE C \ S SEE SEDIMENT AND EROSION QQ°� 2 (e 0� Q N a ® \ SHEET FOR PAVEMENT WIDTHS .p x82.50 228.7' a 3 �$ - / / s gC'�R 2 -p 1.105000J�C1,_,1._ DBV Y SANDY k ' w , THRU STREET EDGE OF PAVEMENT / y � '� c Rp / \ / LAM I' CB '' (ay pov. / Op0Se0 q NFRs) ANTI -TRACKING APRON IsE�oNTpkgNT�° °� ',' Z� EE�G not to LNiG NGS / 2 0 F SEDIMENTA 0]L N AND EROSION ONTROL NARRATIVE p��Nj / �J \ 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE WITH "GUIDEUNES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDEUNES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. O �ry 3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36" , , 4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. WOODEN STAKES PER BALE. / 82.53 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES , , \ , `� F / a SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY — — — — _ . / $4— PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN 6. ANTI —TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR W1LL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS ` AGENCY. 30' � _ '' \ t � h '' NINIGRET AND — — ' / \ t ® 7. � ION�AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER 'R. T \ C63 C � F ' ' " 6. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH ' T 0 ' TISBURY OR SEEDED WITH PERENNIAL RYE—GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 1 / POSSIBLE 9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: !' MULCH: RATE -- HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: D2 PERRENIAL RYEGRASS 1.0 C / 1000 S.F. �Q, / �\ 10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY \Q`i' OOOC V OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. PA l k 11. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. �� / \ / TP- 12. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. , \ \ / 13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. C) z � x it 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z 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. � , /�� /o o , INSTALL SILT FENCE - / .q a do / 82.89 9.5aX _ -8 INSTALL,SILT FENCE / e/ �¢ ; <o '5 o e SHEET 9 - _ — --�--- — ET 9— SHEET 19 T SHE E 10 �e k pRopos 1'seF p� ITN q�� cF� e C�RF� , , ` \ o��ops ��o FQ p'°� F % to �.°/ svDBURY S DYAf / e� REVISIONS i 860.291 • 8755 5 05/22/03 Revise Building Location BEE THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE ' QROSM A 4 02/07/03 Address Approval Conditions & Town Comments BEE 40 ��'�� D 0 20 40 80 !ATM c 3 10/24/02 Address Town Comments BEE EROSION CONTROL ONLY; AND IS NOT TO %� � fr,ofessiona�s inc.2 09/30/02 REVISE SOILS DELINEATION BEE BE USED FOR UTILITIES CONSTRUCTION. ( IN FEET DESIGN.•BEE BEE CHECKED.- GaS 1 09/26/02 ADDRESS TOM COMMENTS BEE 1 inch = 40 ft. ■ Civil Engineers • Planners • Surveyors " CIS JOB No.: 16JJ DATE.• 09112102 NO. DATE DESCRIPTION BY 165 south satellite road • south windsor • Connecticut 06074 DRAWING NO.: SF.RVER116JJ1163..3-E&S.DWG Parksite Plunkett N Webster 455 S liJ LLRVAAA AVJ.l'iN UJ E SOUTH WIIhTlIDSM (CONMC `I CUT SHEET 9 14 SHEET 9 SHEET 10'/4 1Z pROpo QQ / iSEE pL opp�qD'4REq� ' v pC a' T I t I t ' V ' wF#'0 LEGEND EXISTING BARN TO BE REMOVED • - Ia PROPOSED RIPRRR P aid SPLASHPAD (T)(P.) / wF T #19 I -7#S ERRIMAC LOAM 0 IRON PIN TO BE SET O EXISTING IRON PIN ■ EXISTING MONUMENT Cob EXISTING UTILITY POLE ------ EXISTING PROPERTY LINE ---- PROPOSED PROPERTY LINE _ 42= = EXISTING CATCH BASIN AND PIPE EXISTING SANITARY MANHOLE PROPOSED CATCH BASIN AND PIPE �= PROPOSED YARD DRAIN AND PIPE PROPOSED STORM DRAINAGE MANHOLE —W— PROPOSED PUBLIC WATER LATERAL —S— PROPOSED SANITARY SEWER LATERAL PROPOSED BITUMINOUS CURB - -300- - EXISTING CONTOUR --®-- PROPOSED CONTOUR x312.25 PROPOSED SPOTGRADE ELEVATION SURFACE DRAINAGE DIRECTION — -- 80' UPLAND REVIEW AREA A INLAND WETLANDS BOUNDARY ry-yY`,"� EXISTING TREELINE rv'YY'Y'% PROPOSED TREELINE • - - - so PROPOSED SILT FENCE/HAYBALES PROPOSED SILT FENCE/HAYBALES (31 8' GREEN VINYL COATED CHAIN LINK FENCE © 12' WIDE SWING GATE © PROPOSED DUMPSTER PAD LOCATION DO PROPOSED METAL BEAM RAIL (9) PROPOSED SANITARY SEWER LATERAL (INVERT AT STREET TO BE VERIFIED BY SITE CONTRACTOR AT TIME OF CONST.) FO 6" UNDERGROUND ROOF LEADER © STORMWATER CLEANOUT STRUCTURE M _ _SHEET 9 SHEET 10 PROPOSED- � t PROPANE TANK C t1 ANGLE POSTS 1. SET POSTS AND S' UPSLOPE EXCAVATE A 9"n8" TRENCH FOR STABILITY POST UPSLOPE FROM POSTS. SILT AND SELF— FENCING CLEANING. 95' it , 1// y}_ r 12" MIN. 2 STAPLE THE SILT FENCING TO THE END OF THE POST TACN FILTER FABRIC TO 4. BACKFILL THE FABRIC THEIT WOODEN POSTS AND EXTEND CH I THE AND COMPACT � - CONSTRUCTION OF SYNTHETIC FILTER BARRIER Haybale Installation at Catch Basins NINIGRET AND TISDURY - . 0 4 .000 F PROPOSED RIPRAP " PLUNGE POOL (TYP.) ' WP C7;tW BER "OSEDRIPRAP 8 .■fir 1 q 1 '" �►- - _ , ' " -78 1 // o�x z r nt 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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. REVISIONS -Py1S FLAN IS FOR SEDIMENTATION AND EROSION CONTROL ONLY; AND IS NOT TO BE USED FOR UTILITIES CONSTRUCTION. GRAPHIC SCALE ,� D 20 4a 8D 860.291 • 8755 r eslgn , /��� ���. 1'Q f eSSl41i Q ! B Civil Engineers • Planners • Surveyors • CIS 165 south satellite road ' south windsor . Connecticut 06074 o ��o�®� 5 05/22/03 Revise Building Location BEE 4 02/07/03 Address Approval Conditions & Town Comments BEE 3 10/24/02 Address Town Comments BEE i >x') 1 inch = 40 ft. 2 09/30/02 REVISE SOILS DELINEATION BEE DESIGN: BEE DRAWN.• BEE CHECKED: GBS 1 09/26/02 ADDRESS TOWN COMMENTS BEE JOB No.: 16JJ DATE. 09112102 NO. DATE DESCRIPTION BY DRAWNG NO.: SERVER/16JJ11633—E&S DWG Storm Sewer Structure Anchor with two 2"x2"x3' Stakes in each bale. .00 c 1'� i SEDIMENTATION AND EROSION CONTROL NARRAIiVE 1. PRIOR TO THE START OF CONSTRUCTION. FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. ALL EROSION CONTROL MEASURES WALL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36" 4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. WOODEN STAKES PER BALE. 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN 6. ANTI —TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED. AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS AGENCY. 7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, V64EREVER REQUIRED. 8. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WIN AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE—GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. POSSIBLE. 9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90j1 / 1000 S.F. TEMPORARY SEEDING: RATE: PERRENIAL RYEGRASS 1.0/ / 100D S.F. 10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 11. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 12. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY, Parksite Plunkett - Webster SOUTH W HNDSORI, tCONNIECTI� :lUT SHEET 10, I ar- ANGLE POSTS 1. SET POSTS AND 5' UPSLOPE EXCAVATE A 8•x6" TRENCH FOR STABILITY POST UPSLOPE FROM POSTS. SILT AND SELF— FENCING CLEANING. eSV/ F 12" MIN. 2 STAPLE THE SILT FENCING TO THE END OF THE POST 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE F4TCR IT THE POSTS TRENCH AND EXTEND TRENCHEX ANDCOMPACT SOIL. COMPACTED BACKFILL CONSTRUCTION OF SYNTHETIC FILTER BARRIER LEGEND Flow Haybale Installation at Catch Basins Storm Sewer Structure Flow Anchor with two 2"x2"x3' Stakes in each bale. M / A, i - 0_"0'0'0 /�. - - - \�, co,V - �\ ILNy / - WF#'q , a r .00 '' �� / '?✓ J .00 V - 0 AV WF#89 � _12" RCP V - - '= - - / - I of - _79- - - - a . -' - F# NINIGRET AND vMrr 8 "- ••• I ... , - ' -,� , - - ' % TISB RY O `°"° R W J 1 aft './1--78-- - #1° % WF#s J W SPP/A/„ / �F \lo,09 .00 iN .. WF#,os 1 1,..,1 ••,,, ""' ` " ♦ �,, URBAN LANDS ` 1� I rlu� I I �■■I i I� rlrnia n� goal �� \ RY s/ l 0 IRON PIN TO BE SET sQ EXISTING IRON PIN ■ EXISTING MONUMENT 2v EXISTING UTILITY POLE ----- EXISTING PROPERTY LINE ---- PROPOSED PROPERTY LINE _ =(9= = EXISTING CATCH BASIN AND PIPE Is` EXISTING SANITARY MANHOLE ----,�""--- PROPOSED CATCH BASIN AND PIPE --<D— PROPOSED YARD DRAIN AND PIPE --=@— PROPOSED STORM DRAINAGE MANHOLE —w— PROPOSED PUBLIC WATER LATERAL —s— PROPOSED SANITARY SEWER LATERAL PROPOSED BITUMINOUS CURB - —30o— - EXISTING CONTOUR —®-- PROPOSED CONTOUR x312.25 PROPOSED SPOTGRADE ELEVATION SURFACE DRAINAGE DIRECTION — — 80' UPLAND REVIEW AREA A INLAND WETLANDS BOUNDARY ry-y-y� EXISTING TREELINE mm PROPOSED TREELINE - - - IN � PROPOSED SILT FENCE/HAYBALES • I — I PROPOSED SILT FENCE/HAYBALES UA 8' GREEN VINYL COATED CHAIN LINK FENCE Qe 12' WIDE SWING GATE © PROPOSED DUMPSTER PAD LOCATION OD PROPOSED METAL BEAM RAIL OE PROPOSED SANITARY SEWER LATERAL `INVERT AT gTREET Tn BE VERIFIED BY SITE CONTRACTOR AT TIME OF CONST.) FO 6" UNDERGROUND ROOF LEADER © STORMWATER CLEANOUT STRUCTURE 1. AGAWAM - FINE \, SANDY LOAM - \ 0 WALP OLE SANDY �'9 �. T/S� \ / p LOAM / � wF#,33 / wF#199 209 ell" wF#lg) SEDIMENTATION AND EROSION CONTROL NARRATIVE 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. / • /�� / V 2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36" 4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. WOODEN STAKES PER BALE. 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES / 1\ SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY / PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN / 6. ANTI —TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS AGENCY. 7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER REQUIRED. 8. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE—GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. POSSIBLE. 9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERRENIAL RYEGRASS 1.0# / 1000 S.F. 10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 11. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 12. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. o n n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS n m LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE 5 05/22/03 Revise Building Locution BEE 4 02/07/03 Address Approval Conditions & Town Comments BEE BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD EROSION CONTROL ONLY; AND IS NOT TO 40 0 20 40 80 3 10/24/02 Address Town Comments BEE BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. BE USED FOR UTILITIES CONSTRUCTION. IN 2 09/30/02 REVISE SOILS DELINEATION BEE 1 09/26/02 ADDRESS TOWN COMMENTS BEE 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 inch = 40 ft. IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 860.291.8755 lesign 1frofessionats, inc. • Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • Connecticut 06074 BEDFAMTATM COOL DESIGN: BEE I DRAW- BEE I CHECKED. • GBS JOB NO.: 1633 1 DA TE.• 09112102 DRAWNG NO.: SER VER/1633/1633-E&S. DWG Parksite Plunkett - Webster 455 SUILILUVAN AVENUE SHEET I I I/ l.P. SET /N M 20. ! BITUMINOUS CURB NOT TO SCALE SNET CO. CO. NO. N 1 NO. 856 NO. 857 Vim' 4 da I 4 4 0 J TRWARENDI L� WIDTH ES SEE STPCIL N SECTION NOT TO SCALE Q O CE �. __ - - - - - - - - - - - - - -- -- ' `VVL� l)h7li'-tM wvi�wU - _'n1 Y Is T.F .83,67t �� �O❑ ❑�� ��� _{' EXISTING CENTERLINE SULLIVAN AVENUE tf G ` ^' G - - -. - - �- - �EX1ST. 21" SEWER MAIN U 0 SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01 1' OR i 1/2' (CCMPACTTD) CLASS 2 BITUMINOUS- CONCRETE SURFACE COURSE (OR MATCH EXWHO. IF GREATER) M O4 - 2' OR 1 1/2- (COMPACTED) CLASS 1 OR 2 BITUMINOUS CONCRETE BINDER COURSE ( OR MATCH EMSTING, IF GREATER) B(CAOMSEPACTED) ROLLED GRAVEL (COMPACTED) PROCESSED GRAVEL S BASE OVER COMPACTED SVBGRADE (OR MATCH F)OSTING, IF GREATER) RENCH BACK FILL) M.02- GRADE, B PROCESSED TRAPROCK) NOTES 1. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTERUNE OF THE PIPE 2. ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED PERMANENT PAVEMENT PATCHING DETAIL PAVEMENT THICKNESS SHALL MATCH EXISTING PAVEMENT THICKNESS UP TO A MAXIMUM OF V ALL WORK WITHIN THE STATE R.O.W. SHALL MEET THE CURRENT STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: TRENCH BACKFILLING: SHALL BE PLACED IN SIX-INCH (6") LAYERS AND COMPACTED BEFORE SUCCEEDING LAYERS ARE PLACED OR, IT SHALL BE PLACED IN SUCH LAYERS AND COMPACTED BY SUCH OTHER MEANS AS ARE APPROVED BY THE STATE INCLUDING THE USE OF A SUITABLE HOEPAC MACHINE OR BY JETTING. IN ALL CASES 90% COMPACTION SHALL BE ACHIEVED THROUGHOUT THE TRENCH AREA. EXCAVATIONS IN OFF -PAVEMENT AREAS ARE TO BE PROPERLY BACKFILLED TO SUBRADE LEVEL AND WHERE APPLICABLE, TOPPED WITH FOUR INCHES OF LOAM AND EITHER SODDED OR SEEDED. GROWTH MUST BE ESTABLISHED IN GRASSED AREAS BEFORE CANCELLATION OF THE PERMIT. SIDEWALKS DISTURBED BY CONSTRUCTION SHALL BE REPLACED TO PROPER LINE AND GRADE AND SHALL CONFORM TO LOCAL TOWN REQUIREMENTS. TIGHT SHEETING SHALL BE USED TO PROTECT THE HIGHWAY WHEN AND AS DIRECTED BY THE STATE DEPARTMENT OF TRANSPORTATION REPRESENTATIVE. ALL OR PORTIONS OF THE SHEETING SHALL BE DRAWN OR REMAIN IN PLACE AS DIRECTED. BITUMINOUS PAVEMENT: SHALL CONSIST OF TEN INCHES (10"), MEASURED AFTER COMPACTION, OF SUBBASE, UPON WHICH SHALL BE PLACED NOT LESS THAN SIX INCHES (6"), MEASURED AFTER COMPACTION; OF ROLLED GRAVEL BASE, UPON WHICH SHALL BE PLACED THREE INCHES (3"), MEASURED AFTER COMPACTION, OF TWO -COURSE BITUMINOUS CONCRETE, COMPACTED TO 95% DENSITY. (PREMIXED BASE MAY BE REQUIRED IN SUBSTITUTION OR ROLLED GRAVEL BASE WHERE THE EXISTING PAVEMENT THICKNESS EXCEEDS THREE INCHES UP TO THE THICKNESS OF EXISTING PAVEMENT ENCOUNTERED, BUT NOT TO EXCEED SIX INCHES, OR WHEN PREMIXED BASE IS OTHERWISE ORDERED IN SUBSTITUTION OF ROLLED GRAVEL BASE BY THE STATE.) ALL PAVEMENT SHALL BE CUT TO STRAIGHT LINES AND SQUARE CORNERS AND SHALL BE PAINTED WITH APPROPRIATE ASPHALTIC MATERIALS. AFTER THE FINAL PAVEMENT HAS BEEN PLACED AND COMPACTED, THE JOINTS SHALL BE SEALED WITH 85/100 ASPHALT OR AN APPROVED SUBSTITUTE. o l; x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD 4 05/22/03 Revise Building Location BEE BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 05/12/03 Eliminate Access to 425 Sullivan Ave. BEE BY A LICENSED LAND SURVEYOR PRIOR TO 2 02/07/03 Add Details BEE CONSTRUCTION. 1 02/05/03 Revise Widening Limits, Show Sight Lines BEE 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY MATCH EXISTING ROADWAY CROSS SLOPE MINIMUM t-1/2" COMPACTED CUSS II BITUMINOUS CONCRETE SURFACE COURSE WDTH VARIES ROAD WIDENING DETAIL NOT TO SCALE NOTES: 1. ,:CKNESS OF ALL LAYERS SHALL BE MEASURED AFTER COMPACTION. 2. BITUMINOUS CONCRETE LAYERS SHALL BE COMPACTED TO 95% DENSITY. 3. PREMIXED BASE MAY BE REQUIRED IN SUBSTITUTION OF ROLLED GRAVEL BASE WHERE THE EXISTING PAVEMENT THICKNESS EXCEEDS THREE INCHES UP TO THE THICKNESS OF EXISTING PAVEMENT ENCOUNTERED, BUT NOT TO EXCEED SIX INCHES, OR WHEN PREMIXED BASE IS OTHERWISE ORDERED IN SUBSTITUTION OF ROLLED GRAVEL BASE BY THE STATE. 4, ALL EDGES SHALL BE CUT TO STRAIGHT LINES AND SQUARE CORNERS AND SHALL BE PAINTED WITH APPROPRIATE ASPHALTIC MATERIALS. 5. EXISTING NORTHBOUND SHOULDER PAVEMENT WITHIN WIDENING LIMITS SHALL BE REMOVED AND BASE UPGRADED TO PROVIDE PROPER SUPPORT FOR THE NEW PAVEMENT AND RECONSTRUCT TO A FINAL WIDTH OF 20'. 6. THE CROSS SLOPE OF THE WIDENED AREA SHALL BE NEGATIVE CONFORMING TO THE EXISTING CROSS SLOPE OF THE EXISTING PAVEMENT SUCH THAT 'THE OUTSIDE EDGE OF THE WIDENING SHALL SERVE AS A REVISED GUTTER LINE. 7. CURBING SHALL BE INSTALLED ALONG THE REVISED GUTTER LINE AS DIRECTED BY THE BUREAU OF HIGHWAYS. 8. ALL DRIVEWAYS SHALL BE GRADED TO A SPECIFIED GUTTER GRADE AND RAMPED UPWARD AT A RATE NOT TO EXCEED 1"/FT. IN THE FIRST 6'. 9. THE REMOVAL OF ALL LEDGE, OUTCROPPINGS, BOULDERS, TREES, AND/OR THE FLATTENING OUT OF SIDE SLOPES SHALL BE PERFORMED SO AS TO AFFORD MAXIMUM SIGHTUNE AS DETERMINED BY THE STATE. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. GRAPHIC SCALE 40 0 20 40 80 IN FEET 1 inch = 40 ft. p 860 -291- 8755 i: esign rofessionals, inc. 0. Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • Connecticut 06074 NOTES: 1. THE HORIZONTAL DATUM OF THIS MAP IS NAD'83. THE HORIZONTAL DATUM FOR THE RECORD DEED IS MDC. 2. PROPERTY IS IN ZONE X-AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN AS PER FIRM PANEL 2 OF 11 COMMUNITY FLOOD PANEL NUMBER 090036 0002D MAP REVISED FEB. 23, 2001. 3. PROPERTY MAY BE SUBJECT TO PRESCRIPTIVE RIGHTS TO DRAIN IN FAVOR OF THE STATE OF CONNECTICUT, PROPERTY N/F REX LUMBER COMPANY: PROPERTY N/F KENNETH J. & ANDREA L. PUDELER; AND PROPERTY N/F SPERRY WOOD CORP. 4. TOTAL AREA OF PROPERTY = 2,152,510t SO. FT. = 49.41f AC. 5. 50' FRONT YARD PER SECTION 3.A. OF SOUTH WINDSOR ZONING REGULATIONS. 6. ALL EXISTING DRAINAGE UTILITIES/STRUCTURES TO REMAIN. MAP REFERENCES: 1. RECORD DRAWING GERBER SYSTEMS TECHNOLOGY FACILITY SULLIVAN AVENUE SOUTH WINDSOR, CT. DATE: 6-9-88 SCALE tin=40Ft, SHEET 1 OF 1 PROJECT 85-350A BY FUSS & O'NEIH , INC. 2. PLOT PLAN PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY SULLIVAN AVENUE SOUTH WINDSOR, CT. DATE 1-27-86 REV TO 2-7-86, SCALE 1"=100' SHEET NO SD2 BY FUSS & O'NEILL, INC. 3. 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 194 - 1320-02 SHEET 2 OF 4 SCALE 1 "=40' AUG 31, 1933. 4. PROPERTY SURVEY/RESURVEY - SOUTH WINDSOR TECHNOLOGIES CENTER, SULLIVAN AVENUE, SOUTH WINDSOR, CONNECTICUT JOB NO. 1253 SCALE 1"=100' DATE: NOVEMBER 2001 BY DESIGN PROFESSIONALS, INC. 5. PLOT PLAN 641 SULLIVAN AVE. ASSOC. WEST ROAD SOUTH WINDSOR, CT. DATE AUG 1989 REV TO 1-15-93 SCALE 1"=40' PROJECT 87-151A SHEET 3 OF 6 BY FUSS & O'NEILL, INC. 6. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE SOUTH WINDSOR SCALE 1"=40' APRIL 1966 BY C.D.JAY ASSOCIATES - MAP NO 511 A. 7. IMPROVEMENT LOCATION PLAN - SITE & UTILITY PLAN DEPENDENT RESURVEY PREPARED FOR REX LUMBER COMPANY 489 & 513 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT. JOB NO 94-777 DATE 1/10/00 SCALE 1"=40', SHEET 3 OF 6 BY DESIGN PROFESSIONALS, INC. MDGMNO I'MAN SUL�L O l/ AN A 19 MUE DESIGN: BEE DRAW- BEE I CHECKED: GBS JOB NO.: 1633 1 DATE 01/27/03 DRA EYING NO.: jobs \ 1633 \ 1633- WIDEN1. dwo if LEGEND 0 IRON PIN TO BE SET OO EXISTING IRON PIN ■ EXISTING MONUMENT EXISTING UTILITY POLE ----- EXISTING PROPERTY LINE ® EXISTING CATCH BASIN _ =�§>= = EXISTING SANITARY MANHOLE AND PIPE DO EXISTING DRAINAGE MANHOLE - -w- - EXISTING WATER MAIN (APPROX.) -G- EXISTING GAS MAIN (APPROX.) PROPOSED BITUMINOUS CURB ® RELOCATE EXISTING UTILITY POLE TO 3' OFF OF PROPOSED EDGE OF PAVEMENT (OR AS DIRECTED BY APPLICABLE UTILITY CO.) © PROVIDE 2' BITUMINOUS CURB RADIUS TO DRAINAGE LEAKOFF STRUCTURE © RELOCATE EXISTING TRAFFIC SIGN TO 3' OFF OF PROPOSED E=DGE OF PAVEMENT EO PROPOSED EDGE OF PAVEMENT (AFTER WIDENING) COMPILATION PLAN PREPARED FOR: ParksYte Plunkett - Webster 455 Sullivan Avenue South Wy Tr f lgn r co m>meeficu>t SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF 4 13/16: TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 _ OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW STANDARD PRECAST - RELEASE NITROGEN MAY BE USED FOR TOPORESSiNG. APPLY GROUND LIMESTONE (EQUIVALENT CONCRETE UNIT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SQ. FT. PERMANENT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 $0. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. QQNSTRUCTION NOTES 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST RE APPROVED BY THE ENGING9-0 enIn/nR Tuc DPnDCD I nr'At TnIMKI AGENCY. 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT, 7. FROZEN MATERIAL SHALL NOT TO BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND 8. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. CONSTRUCTION SEQUENCE 1. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AS DEPICTED ON THE PLAN. 2. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD. 3. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 4. EXCAVATE AND STABILIZE DETENTION BASIN. 5. INSTALLATION OF STORM DRAINAGE CAN BEGIN. AFTER FILL OF DETENTION AREA HAS BEEN STABILIZED, AFTER THE STORM DRAINAGE IS CONSTRUCTED, AREA CAN BE FILLED TO SUBGRADE ELEVATIONS. ANY SEDIMENT BUILD-UP TO BE REMOVED. 6. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS FOR LOAMING AND SEEDING. 7. PLACE PAVEMENT, CURBING AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SCHEDULE. 8. AFTER ALL SITE WORK IS COMPLETED INCLUDING SPREADING OF TOPSOIL AND SEEDING, THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINES AS NEEDED. ESTIMATED START DATE FOR CONSTRUCTION - FALL, 2002 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL, 2003 GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 4 FT. SUMPS. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON SULLIVAN AVENUE WHERE NECESSARY TO PREVENT DUST BUILD UP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT D.O.T. "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814", OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI- SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED . 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. CONTACT PERSON: KEVEN CROTTY GENERAL MANAGER PARKSITE-PLUNKETT WEBSTER (860) 528-2191 PSOIL & SEED 01 2" BITUMINOUS CONCRETE CLASS II SURFACE COURSE PER CT DOT M.04 2" BITUMINOUS CONCRETE CLASS I BINDER COURSE PER CT DOT M.04 Q3 6" PROCESSED AGGREGATE BASE PER CT DOT M.05 (a) 8" PROCESSED GRAVEL SUBBASE PER CT DOT M.02.02 BITUMINOUS CURB AND PAVEMENT CROSS-SECTION nts 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE N N INFORMATION. ALL EXISTING UTILITIES SHOULD 5 05/22/03 Add Guardrail Detail 4 02/07/03 Per approval conditions P. o BE FIELD VERIFIED PRIOR TO CONSTRUCTION. too 0(,0 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 10/24/02 Address Town Comments N BY A LICENSED LAND SURVEYOR PRIOR TO 2 10/04/02 PER TOWN COMMENTS CONSTRUCTION. 1 09/26/02 PER TOWN COMMENTS/ADD DETAILS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION i 7 5/8" 8 5/16"-\ 3/4 z -- { 8"1--- 4'-0" -- �- 5'-4- SECTION A -A PLAN VIEW 10 13/16" Z FINISHED 43/GRADE 5" 1'-8 3/8" .5." 3" MIN BRICK LEVELERS t0 I I1� a # o I V-8 3/8" I _ z oW _I 12 xcNo,C. 2" 1 ^V) N Q N �z w 7 13/16" s > 3 x CLASS 'C' CONCRETE �- OR PRECAST UNIT 4'-4" CLASS 'v CONCRETE OR PRECAST UNIT SECTION B-B NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. NOTES: ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. TYPE 'C-L' CATCH BASIN not to scale 2' 0MI FRONT ELEVATION NOT TO SCALE 2-#4X4" TOP OF F IE CAST CONCRETE UNIT ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR BRICKS, 6" TO 12' ALL JOINTS TO BE (-POINTED FLUSH & FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNITS POURED CONCRETE OR PRE CAST SLUMP OR SLAB ,---(OR EQUAL) 3500 PSI 6" OF 31C CRUSHED �- STONE NOTES: 1. MINIMUM COVER OVER TOP ... SHALL BE T-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 16 HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH PATH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. TYPE "C" CATCH BASIN 2' FRONT ELEVATION NOT TO SCALE 2-#4X TOP OF I IE CAST CONCRETE UNIT ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR BRICKS, 6" TO 12- ALL JOINTS TO BE {- POINTED FLUSH & FULI PRE CAST CONCRETE OR CONCRETE MASONRY UNITS j POURED CONCRETE OR PRE CAST SLUMP OR SLAB OR EQUAL) 3500 PSI 6- OF 3/4" CRUSHED STONE NOTES: 1. MINIMUM COVER OVER TOP SHALL BE 2'-0' 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 3. WALL THICKNESS FOR STRU OVER 16 HIGH IS ff FOI BLOCK UNITS. INSIDE DIMEI REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. TYPE "C" CATCH BASIN SIDE ELEVATION nts FLOW SECTION A -A STANDARD M.N. FRAME AND COVER ADJUST TO GRADE WITH --�^ MAX. OF FOUR COURSES OF CONC. BRICK 3'-0"D o w 10 J 16"TYP w u' S ALUM. STEP Of (n SEE DE � � ABOVE g A 4'-0" DIA V m It v z -�! p O PRECAST REINFORCED CONCRETE MANHULE ECCENTRIC CONE REINFORCED CONCRETE MANHOLE SECTIONS WITH "0 RING" JOINTS S" REINFORCED CONCRETE A MANHULE BASE FLOW 14"X10" FORGED ALUMINUM SAFETY RUNG MANHOLE STEPS 16"O.C. TOP STEP TO BE 4" BELOW FRAME Tracing Wire (Windwire around und �prnnrntinnl I 7' CONCRETE OR BRICK MORTAR INVERT 6" 3/4" CRUSHED STONE FOUNDATION SECTION ION B-B REINFORCED PRECAST CONCRETE MANHOLE not to scale rYPICALV I'.YM: , III I PLAN A 5' Min. Cover Cover STRETCHER BAR GALV. STEEL BANDS - (8 X 8 MIN.) ROW Line Rod Corporotion Curb Stop Service Line Wind tracing wire - Water Main around curb stop WATER SERVICE DETAIL SECTION A•A DETAILA FMLMOUNTING IDED RAIL) LAWN / STREETS / CROSS-COUNTRY PAVED ARE TOPSOIL & SOD OR SEED 7 4 k- e. c pa a 1,4.a - - - 10,-0" --I 10'-oll TERMINAL POST PULL POST LINE POST TOP RAIL A II 3" nIA T(JI IOC onn II 11 A I 8 ID A BUSS Re" - TENSION WIRE W & i 4 -0" III/- TURNRUCKIF QQ - - - - - -- 1 {4" Min APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. -SAND BLANKET 12" MIN. PIPE, AS SPECIFIED 1/2 C.D.PIPE 3/4" BROKEN TRAPROCK 1/2 D. PIPE .: FILTER FABRIC 1 6",,MIN. O.D. PIPE SECTION NOTE: 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSARY PG. VI-46 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0,1 SEC' AND AOS OF 0.43 nn TO 0.22mm AND SHALL PIPE - IN GROUND WATER MEET AASHTO M288-96 NOT TO SCALE TYPICAL SANITARY SEWER TRENCH SECTION IiI 2 -6 3'_0 u U 8 12" 92, ., Iu. ASTM 2" CHAIN LINK CLASS A CONCRETE FENCE FABRIC, 11 GAUGE FOR ALL POSTS NOTES 1. BOTTOM TENSION WIRE SHALL BE 7 GAUGE ATTACHED WITH 12 1/2 GAUGE HOG RINGS, 12' O.C. 2. TOP RAIL COUPLINGS SHALL BE SPACED EVERY 20', EXPANSION COUPLINGS SPACED AT 100' INTERVALS. 3. TOP RAIL WIRE TIES SHALL BE SPACED AT 24" MAXIMUM. 4. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS. 5. POSTS TO BE 2" O.D. 6. TOP RAIL TO BE 1-3/8" O.D. CHAIN LINK V EN(;E UE I AIL nts 4" MIN. TOPSOIL AND SE CLEAN BANK RUN GRAVEL MIFAFI 140S FILTER FABRIC OR APPROVED EQUIVALENT 4" 0 PERFORATED CORRUG) DRAIN GUARD TUBING OR APPROVED EQUIVALENT 500 PSI CONCRETE) INSTALL PER TOWN OF SOUTH WINDSOR DESIGN STANDARDS. JRAVEL (MEETING CT DOT M.2.06 GRADATION "B" OR 5.01.1) TYPICAL SIDEWALK SECTION nts 3/4" S1 2'-0" UNDERDRAIN not to scale 24" DIAM OPENNO e e - now 000ao19a D sECTION A -A D YARD DRAIN FRAME AND GRATE FRAME R GRATE TO BE: (SEE OETAL) L. BARON FOUNDRY MODEL IAM2o4 OR APPROVED EQUAL ADJUST TO ORADE WTH 6 MAIL OF TIKI COURSES OF CONC, BRICK Y-ab CONCRETE SLAB TOP y REINFORCED CONCRETE MANHOLE SEC710N VATH •0 RXV JOINTS 24-1/4'~- FLOW FLOW 29-3/4• h A 4'-0' DIA RONFORCEO CONCRETE A }� Zr MANHOLE BASE YARD DRAIN '� FRAME & GRATE H 6- 3/4• CRU41M STONE FOUNDATION SECTION B-B PRECAST STRUCTURE FOR YARDDRAIN NOT TO SCALE BARS O 12"O.C. PAVEMENT 5" THICK 4000 • CONCRETE SLAB SEE PLAN FOR DIMENSIONS Loo 00 - 9" THICK PROCESSED STONE DUMPSTER PAD DETAIL N.T.S. COMPACTED SUBGRADE STREETS/ LAWN/ PAVED AREAS CROSS --COUNTRY SEE PAVEMENT DETAIL Approved granular non-orgonic backfill 12" material placed and compacted in one Q 0 foot (max.) lifts. 0. Warning tape per Conn. General Statute 0 section 16-345, as amended, placed 12" 0 (� (min.) to 24" (max.) above the top of the pipe. O. Bank Run Gravel fill placed and compacted .0 in 6" layers. No stone larger than 1 1/2". Material shall meet 12" Pipe, as specified D.O.T. M.02.05 . : . . 1/2 O.D. 3/4" Crushed stone bedding material in rock excavation or as directed by the engineer. The material shall meet D.O.T. M.01.01.21 for 3/4" stone. Backfill to centerline of pipe when using Polyethylene or A.B.S. pipe. PIPE 4. d d 1/2 O.D. d. .. Q.4. I PIPE Q 4- .. v . <1. . d. L� < q < <1 Q 6" Min. 7-7 12" PI' E TYPICAL STORM DRAIN TRENCH SECTION NOT TO SCALE 860.291 • 8755 SHEET BEE BEE GRAPHIC SCALE sign DETALS u�`� I Parksite Plunkett "' Webster Bb ter BEE (IN) rofessionisinc, 13 BEE IN.DRAN.CHECKED: GBS 455 SULLUVAN AVENUE BEE 1 inch = ft. NUE BY Civil Engineers • Planners • Surveyors • CIS ✓oB NO.: 1633 DATE• 9112102 165 j 1, ml=­ - Isouth satellite road south Windsor Connecticut 06074 ORAW/NG NO.: SLR AER/163311633-DETAILSOWG SOUTH �'�OR9 CONMljiT�l UT •••���/ PLAN VIEW ELEV.=73.10 NEENAH TRAP HOOD 'ABRIC 140N O.A.E.) 0' ION O.AE) NOTES: 1. BOTTOM OF CHANNEL TO BE PLANTED WITH NEW ENGLAND WET MIX. 2. SIDES OF CHANNEL TO BE PLANTED NTH TALL FESCUE. TRAP HOODS SHALL BE INSTALLED IN ALL CATCH BASINS, WHERE REWIRED BY TOWN ENGINEER TO SATISFY FNMRONMFNTAI_ C(?NCFRNS; TRAP HOOD INSTALLATION _;, x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS N N LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD o BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ;0 0 o co 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 02/07/03 Per approval conditions BEE 0) BY A LICENSED LAND SURVEYOR PRIOR TO 2 10/24/02 Address Town Comments BEE CONSTRUCTION. 1 10/04/02 ADDRESS TOWN COMMENTS BEE 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY DETENTION BASIN PLAN & PROFILE SCALE: 1'=40' (HORIZONTAL) PLAN PROFILE INSTALL MIX OF 6"-18" 0-6" 6"-18" INSTALL MIX OF PLANTINGS BASED DEEP DEEP DEEP PLANTINGS BASED ON WATER DEPTH PLANTINGS PLANTINGS PLANTINGS ON WATER DEPTH I /1' 00 VG Vz 00 I I � 80 F17T7 78 I I T I 76 72 II- 70 I— —I- 6a L L -1 66 I L L I 0 392' -1-1-I-F T-f t- -r T _t -i -i- r 'F —��+� -1 _ L -1-1-1--LL 1 -1_1-LL _1-1�_I _1_LL 1-1-1-1--LL1� _1-1-LL 1 1_i -_I 50 100 150 200 250 78 -r /_�176 74 72 — I I 70 L L 1 —I -- I— —I — I— 68 LL1-1 -1__L_LL �66 300 350 400 450 Water Quality Basin Plantings Zone Scientific Name Common Name Shallow Marsh (0-611) Alisma plantago—aquatica Water plaintain (Approx. Qty=60 each; 600 total) Acorus calamus Sweetflag Carex stricto Tussock sedge Eleocharis palustris Spike rush Eupatorium perfoliatum Boneset Iris versicolor Blue flag iris Juncus canad-msis Canada rush Poo palustris Fowl bluegrass Scirpus atrovirens Dark green bulrush Scirpus cyperinus Woolgrass Deep Marsh (6-24") Peltandra virginica Arrow arum (Approx. Qty=100 each; 300 total) Pontederia cordata Pickerelweed Saggitaria latifolia Arrowhead Note: to be planted 3—foot on center spacing NOTES: 1. MOSQUITO CONTROLS IN THE FORM OF LARVICIDE MUST BE APPLIED TO THE DETENTION BASIN. THIS APPLICATION MUST BE DONE TWICE A YEAR AND PROOF OF APPLICATION MUST BE SENT TO THE TOWN OF SOUTH WINDSOR ENVIROMENTAL PLANNER OR DIRECTOR OF PUBLIC HEALTH, 2. INSPECTION AND MAINTENANCE OF THE DETENTION BASIN MUST BE DONE ON A MONTHLY BASIS FOR ACCUMULATED FLOATABLES. GRAPHIC SCALE 0 MMEMONd ( IN F!EE r ) 1 inch = ft. SOILS TESTING DATA: TESTING PERFORMED ON 09/05/02 BY DESIGN PROFESSIONALS, INC. TP-1 DEPTH FROM TO SOILS DESCRIPTION 0 16" TOPSOIL/LITTER 16" 60" LT BRN MEDIUM —COARSE SAND DEPTH TO LEDGE: --- DEPTH TO WATER: 60" DEPTH TO MOTTLING: 16" NOTES: BLEEDING WATER AT 60"t B-1 DEPTH FROM TO SOILS DESCRIPTION P.) 0 18" TOPSOIL/LITTER 18" 64" LT BRN MEDIUM SAND DEPTH TO LEDGE: --- DEPTH TO WATER: 64" DEPTH TO MOTTLING: 16" NOTES: B-2 n�p-ru FROM TO SOILS DESCRIPTION 0 12" TOPSOIL/LITTER 12" 45" MEDIUM —COARSE SAND 45" 86" GRAY/BRN FINE SAND (MOIST) DEPTH TO LEDGE: --- DEPTH TO WATER: 86" DEPTH TO MOTTLING: 13" NOTES: B-7 DEPTH FRUIVI l u SUILS DESCRIP T ION 0 10" TOPSOIL/LITTER 10" 44" GRAY/BRN FINE —MEDIUM SAND 44" 78" GRAY MEDIUM —COARSE SAND DEPTH TO LEDGE: --- DEPTH TO WATER: 78" DEPTH TO MOTTLING: 14" NOTES: SOIL MOIST FROM 40" DOWN "C—L" top and grate 0'-8 S/16 —4'-6 3/8'VTypo 0'-8 13/16' 13/16' — 3'-1 3/4' 10 STANDARD PRECAST CONCRETE UNIT ---- OUTLET PIPE MODIFIED RIP RAP PAD— ' Class "A" Concrete 1'-0' •-o' '-0' FRONT SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED AND ANCHOR BOLTED INT❑ FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS Type "C—L" Top with Type "A" grate NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO— VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 1/2' SMOOTH STEEL BARS 8 FEET. 3. IN SANDY SOILS APPLY DAMP — OPENINGS PP(1(4 CN ALL FOUP :+:A. SPOT SPOT WELD @EACH JOINT RED BRIC NOT TO BE �1. 5. WHERE PRECAST CONCRETEK UNIT I IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 36%I 6" BELOW THE BOTTOM OF THE TOP P PEBIF FROM THE CATCH ASINOUTLET 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN— SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS S. PROVIDE 6" OF 3/4• TRAPROCK UNDER EACH STRUCTURE AT BASE. DETENTION BASIN OUTLET N.T.S. 860.291.8755 esign , Crofessionals, Inc. ■ Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor ' Connecticut 06074 DETAILS SHEET 2 DESIGN: DRAW- MHA CHECKED: GBS JOB NO.: 1633 DA TE.• 9/12102 DRAWING NO.: SER VER/1633/16,,T T—DE. TAIL SI. DWG B-8 DEPTH FROM TO SOILS DESCRIPTION 0 14" TOPSOIL/LITTER 14" 46" GRAY/BRN FINE —MEDIUM SAND 46" 74" GRAY MEDIUM SAND DEPTH TO LEDGE: --- DEPTH TO WATER: 74" DEPTH TO MOTTLING: 16" NOTES: SOIL MOIST f-ROM 46" DOWN TP-2 DEPTH FROM TO 0 16" 16" 68" SOILS DESCRIPTION_ TOPSOIL/LITTER MEDIUM SAND DEPTH TO LEDGE: --- DEPTH TO WATER: 68" DEPTH TO MOTTLING: 18" NOTES: TP-3 DEPTH FROM TO 0 14" 14" 46" 46" 88" SOILS DESCRIPTION TOPSOIL/LITTER MEDIUM —COARSE SAND FINE —MEDIUM SAND DEPTH TO LEDGE: --- DEPTH TO WATER: 88" DEPTH TO MOTTLING: 14" NOTES: TP-8 DEPTH FROM TO SOILS DESCRIPTION 0 8" TOPSOIL/LITTER 8" 33" FINE —MEDIUM SAND 33" 54" MEDIUM —COARSE SAND DEPTH TO LEDGE: --- DEPTH TO WATER: 54" DEPTH TO MOTTLING: 12" NOTES: NOTES: 1. ALL EXTERIOR WALLS OF CATCH o MASONARY LEVELING BRICKS BASIN WALL BE FACED, PAINTED AND GROUTED WITH CEMENT. iV 15 13/16• 2 LADDER RUNGS SHALL BE PRO— f VIDEO IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. w 3. IN SANDY SOILS APPLY DAMP- PROOFING ON ALL FOUR WALLS. > 4. RED BRICK NOT TO BE USED. S. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF BRICK, CLASS 'A' CONCRETE, MASONARY CONCRETE OR PRECAST Oy THE UNIT SHALL BE AT LEAST iv CONCRETE UNITS WHERE BRICK OR MASONARY CONCRETE UNITS 8• BELOW THE BOTTOM OF THE ARE USED. CORBELLING WALL BE PERMITTED. MAX. CORBEL TO PIPE OUTLET FROM THE CATCH BE 3'. ,o BASIN. S. WHERE MASONARY CONCRETE UNITS 8 4'-8 3 8" 8• CLASS 'A' CONCRETE POURED IN PLACE ARE USED CORBELLING WALL BE OR PRECAST UNIT. PERMITTED. MAX. CORBEL TO BE 3 . 6'—O 3/8- No PROJECTION SHALL EXTEND IN- 7. ADJUST FRAME ELEVATION DEUNUBis To 12• 8. PROVIDE BRICKS 6* SECTION 'A' COVER OVER PIPE AT BELLS 9. PROVIDE 6' OF 3/4• TRAPROCK UNDER EACH STRUCTURE AT BASE. DOUBLE GRATE CATCH BASIN TYPE 1 "C—L" n.t.s. Parksite Plunkett Webster 455 SUILLU V AST AVENUE SO lV 11 1i71 1�7 DaY®Ry CO i�7 ICTIC lLJ li SHEET 14, �v .7, LEGEND ® IRON PIN TO BE SET M.) EXISTING UTILITY POLE --- EXISTING PROPERTY LINE \\ P SED EASEMENT BO NDARY \ ,y �/FT j J \ � tYV wV \ Sds9p, S adj /, / \ \ \ \ N F S/cp �90 ♦ ` \ \ \ Q 8 0O . /4p � po" `` \ \ L2@3 7 5.00. DE DpOS�, SIGN iS �NTR N \ \ r2 \ \ EE g No CF l , Re9p�}pOp. FjssB \ SNFT % 6 T,w .00• \ elp 2D> . \ \ N0, esco \- -:? Ulm, -I'700 w / \ S100 Fe�OT $oao \ Z o/ l^ \ <llrAN q OM oo \ ��\ % \F�836jH £ R. \Sews, �J N/�V > O� S ON 550��e 40.9' r / ' / 0 pR ls 000. / °ss �, 'Spq Aq�k l IA. ro �' F XIC v �• \ / \ FS Ho E j RIFF \ 2 RDp�Se %• 8 6� �F gSE,M C Foa \. �` C. ENT ,q„ S��uV�oNFF�tINEn \ A �Otij pRo R 0. w� p0 vJrO �8 120NT 'e» ��F42 (O'��� qCop o I1 x z m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-30015-20 OF THE REGULATIONS OF CONNECTCUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2.. 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. BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 1 05/20/03 Revise Easement Lobels, Remove Reserve Easement Area BEE 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. RICHARD P. MARTEL UC. No. NO. DATE DESCRIPTION BY Q = Sp'�C .4 / 228.7' FS G 0 PP / ' Z 10 V/- GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 76 �.S3 �6 S F s Tel. 860.291 - 8755 A � Fax 860.291.8757 esign M rofessionals, Inc. ® civil engineers • planners surveyors ■ landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 EASEMENT PLAN' DESIGN. BEE DIM W.• BEE CHECKED.• RPM JOB NO,: 1633 DA TE,• 05/16/03 DRAWING NO.: ibhs�1Fi3.3116,3T—F1 r1wn NOTES: 1 THE HORIZONTAL DATUM OE THIS MAP IS NAD'& THE HORIZONTAL DATUM FOR THE RECORD DEED IS MDC. 2. PROPERTY 1S IN ZONE X-AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN AS PER FIRM PANEL 2 OF 11 COMMUNITY FLOOD PANEL NUMBER 090036 0002D MAP REVISED FEB 23, 2001. J. PROPERTY MAY BE SUBJECT TO PRESCRIPTIVE RIGHTS TO DRAIN IN FAVOR OF THE STATE OF CONNECTICUT; PROPERTY N/F REX LUMBER COMPANY,• PROPERTY N/F KENNETH J. & ANDREA L. PUDELER; AND PROPERTY N/F SPERRY WOOD CORP. 4. 50' FRONT YARD PER SECTION 3.A. OF SOUTH WINDSOR ZONING REGULATIONS. 5. THE PURPOSE OF THIS MAP IS TO DEPICT THE "EXCLUSIVE", "SHARED" AND "RESERVE" EASEMENTS. FOR A MORE COMPLE+-E DEPICTION OF THE PROPERTY - REFERENCE IS MADE TO THE SITE PLAN FOR PARKSITE PLUNKETT-WEBSTER UPON WHICH PHIS MAP IS DEPENDENT. 6. PROPOSED ACCESS DRIVE, PROPOSED VEHICLE ENTRANCE, AND PROPOSED ENTRANCE DESIGN ARE SUBJECT TO APPROVAL. OF GOVERNMENTAL AGENCIES, INCLUDING THE STATE TRAFFIC COMMISSION AND THE SOUTH WINDSOR PLANNING & ZONING COMMISSION. MAP REFERENCES: 1. RECORD DRAWING GERBER SYSTEMS TECHNOLOGY FACILITY SULLIVAN AVENUE SOUTH WINDSOR, CT. DATE: 6-9-88 SCALE hn=40Ft, SHEET 1 OF 1 PROJECT 85-350A BY FUSS & O'NEILL, INC. 2. PLOT PLAN PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY SULLIVAN AVENUE SOUTH WINDSOR, CT. DATE 1-27-86 REV TO 2-7-86, SCALE 1­'=100' SHEET NO SD2 BY FUSS & O'NEILL, INC. J. 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 194 - 1320-02 SHEET 2 OF 4 SCALE 'I "=40' AUG 31, 1933. 4. PROPERTY SURVEY/RESURVEY - SOUTH WINDSOR TECHNOLOGIES CENTER, SULLIVAN AVENUE, SOUTH WINDSOR, CONNECTICUT JOB NO. 1253 SCALE 1"=100' DATE. NOVEMBER 2001 BY DESIGN PROFESSIONALS, INC. 5. PLOT PLAN 641 SULLIVAN AVE. ASSOC. WEST ROAD SOUTH WINDSOR, CT. DATE AUG 1989 REV TO 1-15-93 SCALE 1 "=40' PROJECT 87-151A SHEET 3 OF 6 BY FUSS & O'NEILL, INC. 6. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE SOUTH WINDSOR SCALE 1"=40' APRIL 1966 BY C.D.JAY ASSOCIATES - MAP NO 511A. 7. IMPROVEMENT LOCATION PLAN - SITE & UTILITY PLAN DEPENDENT RESURVEY PREPARED FOR REX LUMBER COMPANY 489 & 513 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT. JOB NO 94-777 DATE 1/10/00 SCALE 1"=40, SHEET 3 OF 6 BY DESIGN PROFESSIONALS, INC. DEPENDENT RESURVEY PREPARED FOR: Parksite Plunkett - Webster 455 Suffi*van Avenue South Willadso r Connecticut SHEET 10