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Home My WebLink About02-18P_SOUTH WINDSOR TECHNOLOGIES CENTER_PATRIA ROAD�..�-�•fatszswa�� _ •.�as.mn:.a::u.::caray+a�ss�m�:r�,cc•:�rxz:.er.;s-mt�.vr.:�:,�:rnr�vx�.:�tz.,:nssas>aav�es<ab.•ers smrnrs�cs.a�c.,s�temew�:,_ -. �nn��ssz.�,r-Y...«T-aQ,�,.:��.,�.,..-.,.,..,,arcr��as�ax�seamwazmrrreeWu . , r. .,.- , _ �.�' _ •.a�.u.:..,a:�r.. �.uu. _.+.,u.... ,..� .o_s:sy.x�..at. ..- ,.._..o. ., ca...�, o.... a... .... era ,•.. u. .. _.. .,. x..�.r,.....,,._„ :�,w r, ,,. x . a , r All, `W jir,i� ,r~ v� �1 prepared by. NOTE5: I I �NII 1,'I� ►1m, ttt Ihlllumnt lhlu,iiliill VIIUO Illu xA ll,„ ,.......... lru esign 1Iess'onals_ inc_ m Civil Engineers - Planners • Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 CONNIECTRCUT E(C®SYSTEMS9 LL(C l Wetland 6 Environmental Consultants 38 Westland Avenue West Hartford, CT 06107 Tel 6 Fax (860) 561-8598 Robert C. Schechinger, Jr. ASLA_ Landscape Arch; at The Turbine House 10 Front Street * P.O. Box 246 Collinsville, CT 06022-0246 Tel. 860-693-1025 Fax. 8�0-693-4832 Bub. AROS�`'� _P M-RQIFF�c q ACOD ATE S PLANNING • ENGINEERING • DESIGN 270 Amity Road Woodbridge, CT 06525 (203) 397-3600 FAX (203) 397-3642 THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROF- �SIONAL5, INC., AND HAVE BEEN PREPARED 5PEGIFIGALLY FOR THE CANER/APPLICANT FOR THI5 PF''�,JEGT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER KTHOUT THE EXP`ZE55 4NRITTEN PERM155ION OF DE5115N PROFE5510i •' BLS, ING. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL 516NATURE AND IMPRF55ION 5EAL OF TH— PROFESSIONAL ENGINEER OR SURVEYOR. 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. 1 IiS 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 1. AY DISCLOSE_ T !kY�DGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON 12882 RICHARD P. MARTEL LIC. No. .IIIII�` .ai b,:.. ail hr�, hr,: II'I�hI l�ht,.,.,,,nl NI ttll xl hnr, Ihwttrt I„ I uuuunu i I II ►11,t t, h .. II � II I I. IIL I I � tl II a �it� tIl t .. at Ilpy .ill �lu�_ IIIIIIiI Illilll nll Ilht. IIIgIIIIBn1�1 I IIIIIflIIIIIIIIIII � �d llnr hINIIIII. Ililftn..,d11 �Ill�liy "..„x,�ttllD "D"F ti}1; A.0 } IL f +i a PLANi,IiNG DEFT. OWNER / APPLICANT SOUTH WINDSOR TECHNOLOGIES CENTER, 312 DEMING STREET P.O. BOX 1149 SOUTH WINDSOR, CONNECTICUT 06074-1149 TEL. (860) 644-2197 LLC 1 ) it W4 I_ LUUJ lunuimnl uumd tr I I �I�tnllli6lllIIIIIII �hIIIIIL�' ,nl ,t t,,,. I �I .Ill ,W Zoning & Subdivision Data Block ZONE: INDUSTRIAL (1) ITEM REQUIRED/ALLOWED PROVIDED t- Lot Area 20,000 s.f. min. 20,000 s.f.* Lot Width 100 ft. min. 100 ft.* Lot Depth 150 ft. min. 179t ft.* Lot Coverage 50% max. 50% max. Impervious Cov. i 65% max. 65% max. Building Height 40 ft. max. 40 ft. max. Bldg. Stories 2 max. 2 max. Front Yard 35 ff. min. 35 ft. min. Rear Yard 25 ff. min. 25 ft. min. j Side Yard l- - 10 ft. min. 10 ft. min. * Minimum provided �-15 2 -- 31 32 -- 37 38 --40 41 1 --1 6 L— i L_ L/ SHEET INDEX INDEX MAP KEY MAP (100' SCALE) PROPERTY SURVEY PLOT PLANS TnPnr,RAPI-11r PI ANC SEDIMENTATION CONTROL PLAN AND PROFILE DETAILS PLANS SOILS IMPACT REVISED: September 50, 2003 REVISED: September 24, 2005 1 A NI M� r A P F- P 1 A N1 REVISED: Augu5t 4, 2005 REVISED: July 15, 2002 REVISED: April 11, 2002 REVISED: Eebruar 12, 2002 DATE: November, 2001 SHEET 1 Y1 / i s , / o • % �� \ I \ 6 , / �y \ LOT / 1 /, { ® jA� X / / v LOT � NOTES: 1. ALL MO NUMENTATION FOUND OR SET IS UFPICTEO HEREON. 2 AREA OF THE PARCEL IS 3,490,887 S.F. - 80.13 AC 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER FIFM PANEL 6 OF 9 COMMUNITY PANEL NUMBER 090036 0006B. "14. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. LOTb� I MAP REFERENCES: (� O �(' \ LSO L! �� j � \ � ® . �.�' \ � � �i. PART OF ESTATE OF ELLSWORTH 5PERRY, SULLIVAN AVL-. (ROUTE 194) {{ / \ \ �\ SOUTH MILLER 4A MAP N0.052. SBCALE 1"=100', DATE. MAY 1967 BY CLOSE, JENSEN r, 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD N l�N�I` JUL6, /n� RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161t60 TO S, / / \ �� \ �U U `u \ I \ �I 1 I DATE:WAJI�JUNE 0, 191 OFFICE OF VALUATION ENGINEER, BOSTON, MASS. -i0v' / 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WNDSOR - SCALE 1'=40' - MAY 1970 WIWAM J CARRINGTON,REG L.S. 5618. 4. THE SULLIVAN t VENUE INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR, SCALE: 1"=40' APRIL 1966, C.Q. JAY ASSOCIATES. 511A 5. PLOT PLAN - PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY SULLIVAN AVENUE, SOUTH WINDSOR, if. \ DATE: 1-27-�86 REV. TO 2-7-86 SCALE 1' - 100', SHEET SD-2 BY FUSS & O'NEILL 16669. LOT 008t /J { 22 I Tan 4.1 " i k OE I LEGEND 66. IRON PIN TO BE SET \ / ( I / t► EXISTING IRON PIN MONUMENT TO BE SET l / { I \ ■ EXISTING MONUMENT ? \ 80 / EXISTING UTILITY POLE r `� PROPOSED UTILITY POLE NIAGE E SFME T LOT a,�7 \ (( } �� ( 1 K T PROPOSED CATCH BASIN AND PIPE ` ��J� ` / ` \\ ,� / V —� PROPOSED STORM MANHOLE D PIPE �VOR 0 TO I \ \ � _ OUTH WIDSOR >j \ \ \ J ��jC� ` / f - --- - l _ �s� EXISTING SANITARY MANHOLE AND PIPE 9 1-L� DRAINAGE Ek I r P _ t 96 \\ / ` IN FAVOR 0 OWN �, ��---OO--- PROPOSED SANITARY MANHOLE AND PIPE o b ® } �F' SOUTH pSOR 7 ' PROPOSED WATER MAIN AND HYDRANT � � 7• g'36" co �u � o I LO t1 �2 Q I DUMPSTER PAD >-68.85 ----R.L.— ROOF LEADER c / / I — W — WATER L LATERAL LATERAL\� ---338-- EXISTING CONTOUR I - - _ PROPOSED CONTOUR i tt, § , DRAINAGE EASEMENT J/ �' X61.95 EXISTING SPOT GRADE IN FAVOR OF TOWN se J ,/ // ' I / ,� - ` ® SURFACE SPOT GRADE ! / _ OF SOU • I 1 WlNDSOR , R� 5 08 22 E + E DRAINAGE FLOW DIRECTION 88.22' -40.90 , ' /REGULATED AREA Tan= 0 INLAND WETLANDS SILT FENCE CONSTRUCTION LIMIT SOILS N O'10'S7"E /R_1717 --~ 04.6g 00 10*1 ` l0 CID 0000000 DRAINAGE EASEMENT %- / • / ® ` IN FAVOR OF TO �N - \ OF_50UT WINDSr ✓ � C O i �O �,� ® ;a TCH2ro-Im- _ 1'4� ♦ i E q j; _ I a..�. .... ..... .. r Q'i o',:-j„F I s i A1' ..� ... ,. ..... � ..... ...o...r,.._.._..- .... "'r"'� ..,......_....,. ... �....r."""""'_'B4r'AltdxlGF_Ea'S�i4t�•t<7•f.... 35..... 6Z..*..... .�... � Am. \ ` � ........s. YG'✓ IN FAVOR OF T()NI � Ws� i A E �✓ � `y ® OF SOUT! I WIND ... AV --- L-17 66 DRAINAGE EASEMENT o Tan= .45 S66'0T "E IN FAVOR OF TOWN o Ol SOUTH V1INDSOR - OX ' + - �=5g35'45" 102.66' � '=170.00. •. Ji.� dk•� 1 40 n - �-H SP , IE r ( N68.22'0211W t'. � Road i 85.97 ` 15+00 —I 14 { 00 -- 131I— LIMITEE fill 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS PROPERTY SURVEY SUBDIVISION LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE -� o INFORMATION. ALL EXISTING UTILITIES SHOULD /-`', GRAPHIC SCALE �®��rt C. Se�techin�er, Jr.e. ASY � jj��rr�� SHEET o BE FIELD VERIFIED PRIOR TO CONSTRUCTION. '/ 40 0 20 40 SO l0 Front Street, The Turbine House Landscape Architect Sri h ♦♦ 1Jul��ii Technologies Center L2 ' 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD _ P.O. Box 246, Collinsville, CT 060v2 Master Planning BY A LICENSED LAND SURVEYOR PRIOR TO / ( IN FEET) Telephone: (860) 693 - 1025 Urba1, Design DESIGN: R�1 DRa lti�N. RA CHECKED: RPM �( '�j7 j( UV N AVENUE CONSTRUCTION. ✓ � ��-/ LLoILoLI V` �,�`i � 'V J�'d.i� �U' .I�'o 3. THIS PLAN IS INVALID UNLESS IT BEARS THE i inch = 40 ft. Facsimilie: (860) 693 - 4832 Construction Administration .1o,3 NO.: 1253 DATE:• November 2001 � �h� IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. N0. DATE DESCRIPTION BY DRAWING NO.: JOB 1125311253—Bifr.DWG SOUTH �`,�,2F�D S®I�.fl �%O�IEC�'EC�7 .. ��, �ri..nv:. ucxs`�u.s�..:�..ou;aasw�a�:_r :..-..sx..araus.aar.;+e�armno, xn�rsur-•«._�•,,=—�^•ww ::�.s�unysr.�nr.+��ua.» ai�tau •:-stern wx�rt:xtiiae�sm�s.-zc�s...vw..ics�c._ _ -:mr� u+u�x2s:�.s- y�ra�a,a�erokre.�., �. r�auv:L��u;:ln.r.�:..:.�::aeeu.�aa. mAp wr N/F ABUTTER LIST 86 2 21 MURI£LLE DRIVE SILVESTRI, ENCT X 97 4 PO BOX 53 COUNTY DISTRIBUTORS INC. 5 1496 JOHN FITCH BLVD. Z£YTOONJIAN, FREDERICK N. 7 1440 JOHN FITCH BLVD. K F BRICK CO. INC. 98 1 127 PANORAMA DR. MAZUR, MITCHELL W. & BEVERLY J. SOUTHINGTON, CT 06469 99 1 201 WEST RD. PUDELER, KENNETH J.& ANDREA L. 9 111 WEST RD, CHUCHRO, DOROTHY 11 165 WEST RD. KRIVICKAS, ALBERT D. 109 2 20 MOUNTAIN FARMS ROAD COHEN PROPERTIES, LLC WEST HARTFORD, CT 06107 3 J54 EAST Sr, HEBRON, Cr 06248 WAN, LLC 4 PO BOX 101 LAVEY, R06ERT W. A• BARBARA E. EAST WINDSOR HILL, CT 06028 5 551 ASPEN RIDGE RD. DYNAMIC MATERIALS CORP. L.AFAYETTE, CO. 60026 6 47 PATRIA RD. SURNM DAVID 7 1726 MAIN Sr. CLAPP, CLARA /. E. WINDSOR HILL, CT 06028 10 1546 JOHN FITCH BLV.0 BALTULONIS. JONALD J. 11 8 ROESSLER RD. LARNICK ASSOCIATES 12 WVBURN, MA 01801 130 GROSS RD. PO BOX 296 ASCO WELDING & INDUSTRIAL SUPPLY WATERFORD, Cr 06385 110 1 305 SULLIVAN AYE. HAWKS, RAYMOND L. &CLARA M. 2 1005 AATIANUCK AVE. SRUBAS, 711EODOR£ F., TRUSTEE WINDSOR, CT 06095 3 1005 MATIAMUCK AVE. SRUBAS, THEODORE F. AMR, CT 06095 4 280 ADAMS Sr PO BOX 797 KUHNS FAMILY PROPERTIES, LLC SOUTH WINDSOR, CT 06074 11 469 SULLIVAN AVE. REX LUMBER COMPANY 12 489 SULLIVAN AVE. R£X LUMBER COMPANY 13 461 SULLIVAN AVE. J R D REALTY C f4 48f SULLIVAN AVE. J R D REALTY 15 83 GERBER RD. GERBER SCIENTIFIC INC. 16 83 GERr^''R RD. GERBER SCIENTIFIC INC. 17 280 ADAMS ST. PO BOX 797 KUHNS FAMILY PROPERTIES, LLC SOUTH WINDSOR, Cr 06074 18 280 ADAMS ST. PO BOX 797 KUHNS FAMILY PROPERTIES, LLC SOlfTH WINDSOR, Cr 06074 f9 20 46 SCHWitR RD. 26 SCHWEIR RD. £CUNUMUS MIUMAeL U. GA TOR ASSOCIATE LLC 21 1005 MANIA MUCK AVE.SRUBAS, THEODORL� F. WINDSOR, CT 06095 121 41 PO BOX 415 E. WINDSOR HILL, 06028 CONNECTICUT NATIONAL BANK TR C/O NUWAY MICRO —FLAK 42 PO BOX 270, HARTFORO, CT 06114 CONNECTICUT LIGHT & POWER Co. 43 551 ASPEN RIDGE RD. DYNAMIC MATERIALS CORP. LAFAYETTE, CO. 80026 44 PO BOX 101 LAVEY, ROBERT W. E. WINDSOR HILL, Cr 06026 45 PO BOX 10f LAVEY, R0B£RT W. d: &ARSA RA E. WINDSOR HILL, Cr 06028 46 25 B CUFFSIDE DR. JEAN, GERALD F.& MARY MANCHESTER, CT 06040 47 10700 EVENDALE DR. NEYRA, EDWARD J. CINCINNATI, ON 45241 48 605 MEYERS RD. PATRIA, RA£NATO F. & VA WO 49 605 NEVERS RD. PATRIA, RA£NATO F. F DAVID 122 13 34 WOODCOCK DRIVE WOODCOCK, JOHN J. ✓R. 14 330 SULLIVAN AVE. CASSARINO, SALVATORE R & LINDA F. 15 280 SULUVAN AV£. 280 SOLUVAN AVENUE, LLC 'a ffLJ`-'V GuI�]G9 OlnVlUl� SCALE l "_ 7000' OWNER / APPLICANT South Windsor Technologies Center, LLC 312 DEMING STREET P.r• ROv 1 1 AU SOUTH WINDSOR, CONNECTICUT 06074-1149 TEL. (860) 644 2197 SEE SHEET S OF 1r u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO COI' -TRUCTION. 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. 5 9/24/ 03 4 8-4-2003 1 4-11-02 2 2-12-02 1 1— 08-02 NO. DATE REVISIONS GENERAL REVISIONS revisions for final plan lot lines town comments town comments DESCRIPTION 121 121 10 121 4_ 109-3 �� 4 Ls.J LIJ z 0 00 10°-6 VO I THIS SURVEY AND MAP HAS BEEN PREPARED IN AC(;ORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE MHA 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 GRAPHIC SCALE jas FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS 100 0 50 100 200 HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE I I I I gbs FIELD SURVEY MAY DISCLOSE. I _— RA TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. IN FEET RA 12882 I inch = 100 ft. BY p RICHARD P. MARTEL LIC. No. SULLIVAN AVENUE 110 110-20 110-17 LLJ 110 9 :t ,I i 110-18 Vol 01 e I SCH WEI R ROAD 860.291 • 8755 PROPERTY SURVEY/SUBDIVISION SHEET KFEV MAP) :Iesign W South Windsor Technologies Center 3ofessRona's,, ine DESIGIJ.• RA DRAYSN.• RA CHECKED: GBS Gullflva n Avenue • Icivil Engineers •Planners •Surveyors CIS JOB No.: 1253 DATB November 2007 XA 165 Gi•;Pr� ,'/�b,sI/ , ,,..,,- / __►icvgz i' CA '`v�A`J1t o11' c>uth satellite road •south �aind��r c-•nne:' _.t C:. , '.• I DRr1lr/4'G NO.: ser 1�53�ucti� 125..3to6 ;�✓iL•4..7ra �.e:.«w:.m::,:,we:. •4siuua�'r�serrn,::r_:.z-aim.•-,..-�•-�.�¢:.:.'.-._.. _,.: •. ._. _.»._...r.«,�e:a`e.:.c.:2r�� v:�,sts::w:•s,',ai:,r+:.:�a�rrc�xmu, - llv.:l..'S:'7Y.'�.0[lYY.6 .YaT.Na37tY'111C:.iYL+�G1Zt'41:!si�fA:.R.I.'.`bM+a S7tF7.:it4ri.?eG:.YL':•.:�SL�..JL•: '._ ...:4'�elty Ct.vi.Vn.K+a�1::t?iC4q'�R[.'+cl��:i1T-:p^A«Sf4L.VC•.�dJBY'.W:4:iT.YE.'+:•LL3:Ytl:1:[I'iffi7iFU�cr.i....:L Vw9etCUYW...'..u:.. -.yy;.�-.�.i.n..�,�•�••..re"�::`�S..i:.Kll:u.LS.:f�..:ii:'.•:.:L_.•....::.`:r:SLi'i.t`1;�:?,ls�-•:e1�..utt+i:..L•u.L..:.:12Y..isSd.._'<i:Jl:.4'L+A'+'.amJ:::.a0`.41 LZ 14A�:r•13::.;,2A`JM1.:1Ri:..i%A:.,3C.:::][32.:i��X:M'!!111.. >:.0: .. WSWIMMIM 1.0 60 g1r //' Y -'ii' llln�ll�/Lo� ac•+s � tw-a � IWO �„� 1tvM tw•� � � r r r r r �s r O r r r r r r r 9 r r r r r OA SCALE- 1 —1000' OTHER LAND OF SPERR)l WOOD LIMITEDPARTNERSHIP u x Q s rn m rn 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 REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH 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. 5 9/24/03 GENERAL REVISIONS MHA 4 8-4-03 revisions for final plan Jos 1 4-11-02 lot lines gbs 2 2-12-02 town comments RA CONSTRUCTION. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 1 1-08-02 town comments I RA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. R'CIiARD P. MARTEL LIC. No. NO. DATE DESCRIPTION ev GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. 99 1---- � 860.291.8755 eslgn Professionals,i ne. ■ rpAl lCnaennnre Plnr%norc C�ir�rne/ arc " � v, v.s s—.,�j es.v v. , .eas •„v, �.a■ r � p vs .� vic 165 south satellite road south wind:r, o�nna^ti^ut 06074 DESIGN: RA I DRAWN. RA I CHECKED: GBS _inR No nA TF• Al.) I%. 7 h ?nn I - I-- D)?AVMG NO.: server/Jobs112531activeII253_3to6 I "V Wr IV/F ABUTTER LIST 86 2 21 MURIELLE DRIVE S/LV£STRI, £NET Y. 97 4 PO BO,Y 53 COUNTY DISTRIBUTORS INC. 5 1496 JOHN FITCH BLVD. ZEYTOON✓AN, FREDERICK N. 7 1440 JOHN FITCH BLVD. K F BRICK CO. INC. 96 1 127 PANORAMA DR. MAZUR, MITCHELL W. & BEVERLY J. SOUTHINGTON, CT 06489 99 1 201 WEST RD. PUDEI.ER, KENNETH J.& ANDREA L. 9 111 WEST RD, CHUCHRO, DOROTHY 11 165 WEST NO. KRIVICKAS, ALBERT D. 109 2 20 MOUNTAIN FARMS ROAD COHEN PROPERTIES, LLC W- ;'T HARWORD, CT 06fO7 3 554 EAST Sr, HERRON, CT 0624E WFH, LLC 4 PO BOX 101 LAV£Y, ROB£RT W. & BARBARA E. EAST WINDSOR HILL, CT 06028 5 551 ASPEN RIDGE RD. DYNAMIC MATERIALS CORP. LAFAYETT£, CO. 80026 6 47 PATRIA RD. BURNETT, DAWD 7 1726 MAIN Sr. CLAPP, CLARA /. E. WINDSOR HILL, CT 06028 10 1546 JOHH FITCH BLVD. BALTULONIS. DONALD J. 11 8 ROESSLER RD. LARNICK ASSOCIATES WOBURN, MA 01801 12 ISO CROSS RD. PO BOX 296 ABCO WELDING & INDUSTRIAL SUPPLY WATERFORD, CT 06385 110 1 305 SULLIVAN AVE. HAWKES, RAYMOND L. & CLARA M. 2 1005 MATIANUCK AVE. SRUBAS, THEODORE F., TRUSTEE WINDSOR, CT 06095 3 1005 MATMNUCK AVE. SRUBAS, THEODORE F. WINDSOR, CT 06095 4 280 ADAMS ST. PO BOX 797 KUHNS FAMILY PROPERTIES, LLC SOUTH W/NDSOR, CT 06074 If 469 SULLIVAN AV:". R£X LUMBER COMPANY 12 469 SULLIVAN AVE. REX LUMBER COMPANY 13 481 SULLIVAN AVE. J R D REALTY 14 481 SULUVAN AVE. J R D REALTY 15 83 GERBER RD. GERBER SCIENTIFIC INC. 16 83 GERBER RD. GERBER SCIENTIFIC INC. 17 280 ADAMS Sr PO BOX 797 KUHNS FAMILY PROPERTIES, LLC SOUTH WINDSOR, Cr 0607•:' f8 280 ADAMS ST. PO BOX 797 KUHNS FAMILY PROPERTIES, LLC SOUTH WINDSOR, CT 06074 19 20 46 SCHI4'/ER RV. 26 SCHWEIR RD. £CONOMOS MICHAEL G. GATOR ;0§0C/ATES, LLC 21 1005 MANM MUCK AVE. SRUBAS, THEODORE F. WINDSOR, LT 06095 121 41 PO 0OX 415 E. WINDSOR HILL, 06028 CONNECTICUT NATIONAL BANK TR C/O NOWAY MICRO —FLAK 12 PO BOX 270, HARTFORD, CT 06114 CONNECT/CUT LIGHT & POWER Co. 43 551 ASPEN RIDGE RD. DYh: 'AUC MATERIALS CORP. LAFAYETTE, CO. 80026 44 PO BOX 101 LAV£Y, ROBERT W. E. W/NDSOR HILL, CT 06028 45 PO BOX lot LAVEY, ROSERT W. & 8ARBARA £. W/NOSOR HILL, CT Dow 46 25 B CLIFFSIDE DR. JEAN, GERALD A& MARY MANCH£STER, CT 06040 47 fDTW EVENDAL£ DD N£Y,, £OWARD J 'tA CINCINNA17 ON 45241 48 605 N£VF.I?S RD. PATRIA, RAENATO F. & VAVID 49 605 NEVLi,S RD. PATRLA, RAENATO F. & DAVID 122 13 34 WOODCOCK DRIVE WOODCOCK, JOHN J. Q. 14 330 SULLIVAN AVE. CASSARINO, SALVATORE P. & L/NDA F. 15 280 SULLIVAN AVE. 280 SULLIVAN AVENUE, LLC OWNER / APPLICANT South Windsor Technologies Center, LLC 312 DEMING STREET P.O. BOX 1149 SOUTH WINDSOR, CONNECTICUT 06074-1149 TEL. (860) 644-2197 L IV 'j'k , &I, ON SEE SHEET 6 OF 4.1 PROPERTY SURVEY/SUBDIVISION South ''Windsor 'Technologies Center SulUvan Avenue �iwuiiiL t� �` tiltlld��c�1)' CoTmer-ticut SHEET 11111111 SEE SHEET 3 OF 41 1og,2 ,y . --- , ,..,,. —0—F Be---- 2 21 MUR/ELLE DRIVE S/LVES7R/, ENEr Y. 97 4 PO BOX 53 COUNrY DISTRIBUTORS INC. 5 1496 JOHN RrCH BLVD. ZEYTOON✓IAN, FREDERICK N. 7 1440 JOHN F1rCH St VD. K F BRICK CO. /NC. 98 1 127 PANORAMA DR. MAZUR, MITCHELL W. d BEVERLY J. SOUTN/NGrnN, Cr 06489 f 9 201 WEST RD. 111 WEST RD, PUOELER, RENNET" & ANDREA L. CHUCHRO, DORO7HY 11 165 WEST RV. KR/VICKAS, ALBERr D. f09 2 20 MOUNTAIN FARMS ROAD COHEN PROPERTIES, LLC WEST HARrFORO, Cr 06107 3 354 EAST ST., HEBRON, CT 0624E WFH, LLC 4 PO BOX 101 LAVEY, ROB£Rr W. & BARBARA E EASr WINDSOR HIL4 Cr OS028 5 551 ASPEN RIDGE RD. DYNAMIC MATERIALS CORP. LAFAYETTE, CO. 50026 6 47 PA7R/A RD. BURNETT, DAY/D 7 1726 MAIN ST.. CLAPP, CLARA /. E. W/NDSOR HILL, CT 06028 10 1546 ✓OHN F17CH BLVD. BALTULON/S, DONALD J. 11 8 ROESSLER RD. LARN/CK ASSOC/AT£S WOBURN, MA 01801 12 130 CROSS RD. PO BOX 296 ARCO WELDING & /NDVSrRLIL SUPPLY WA7ERFORD, CT 06385 ff0 f 305 SULL/VAN AVE. HAWXES, RAYMOND L. & CLARA M. 2 1005 MATIANUCK AVE. SRUBAS, THEODORE F., TRUSTEE W/NOSOR, CT 06095 3 1005 MATJANUCK AVE. SRUBAS, THEODORE F. W/NOSOR, or o6095 4 3B0 A`AM,'PSOX Y SOUTH W/NDSOR, Or 06074 KUHNS FAMILY PROPERTIES, LLC 11 4" SULLIVAN AVE. REX LUMBER COMPANY 12 4" SULLIVAN AVE. REX LUMBER COMPANY 13 481 SULLIVAN AVE. J R D REALTY 14 481 SULLIVAN AVE. ✓ R D REALTY 15 83 G£RB£R RD. GERBER SC/EN7J'F1C INC 16 83 G£RBER RD. GERB£R SCIEN77FIC INC 17 280 ADAMS ST. PO BOX 797 KUHNS FAMILY PROPERAES, LLC SOUTH WINDSOR, Cr 06074 18 290 ADAMS ST. PO BOX 797 KUHNS FAMILY PROPERTIES; LLC SOUTH W/NDSOR, Cr 06074 19 10 46 SCNW/ER RD. 26 SCHWE/R RD. £CONOMOS M/CHAFE G. 21 1005 MANIANUCK AVE: GATOR ASSOCIATES LLC SRUBAS, THfODOR� F. W/NDSOR, Cr 06095 21 41 PO BOX 415 E. WINDSOR HILL, 06028 CONNF=CUT M477OMAL BANK rR C/O NUWAY MICRO -FLAK 42 PO BOX 270, HAR7F'ORD, CT 06114 CONNECTICUr LIGHT & POWER Co. 43 551 ASPEN RIDGE RD. DYNAMIC MArERALS CORP. LAFAYETTE, CO. 80016 44 PO BOX 101 LAVEY, ROBERT W. E. WINOSOR HILL, CT 0602E 45 PO BOX 101 LAVEY, ROBERr W. & BARBARA E. WINDSOR HILL, Cr 06028 46 15 B CLIFFS/DE DR. JEAN, GERALD F.8 A/ARY MANCHE57ER, Cr 06040 47 10700 EVENDALE DR. NEYRA, EDWARD J. C/NCINNAa OH 45141 4d 605 NEVERS RD. PArRIA, RAENATO F. & DAKD 49 605 NEVERS RD. PArRIA, RAENATo F. d DAV/D 122 13 34 WOODCOCK DRNE WOODCOCK, JOHN J. JR. 14 330 SUUJVAN AVE. C4SSAR/N0, SALVATORE P. B UNDA F 15 280 SULLIVAN AVE. 280 SULLIVAN AVENUE, LLC T A] ,' ��5'� �I% 111AV11) l �� SCA L E I "=1000 " OWNER / APPLICANT South Windsor Technologies Center, LLC 312 DEMING STREET P.O. BOX 1149 SOUTH WINDSOR, CONNECTICUT \ 06074-1 149\� TEL. (860) 644-2197 %,®11 � m u U ®110 i Vol op /ZZX Vol i _SC;'WCIR ROMG M 77 �p �A Volj I 01 101 Vol eo / I � \ PARCEL P OTHER LAND OF SPERRY WOOD 5i I W ILIMITED PARTNERSHIP h axa�,e..,..r.r..a.sM:.r1'f�:u_.n��.. msvuvxa:.arxr.�s.1.ai.a,_::...<mJs.+.a_rt�mrw.sa..'t�...r:.5u:�....a.,a..s,r.sa'�::c:-�:+:.:rn�m..,nrt�%r,+� ea:r_�..at�r �.;r�sraiva�r�,.,t^;x�x::.::; a�u��.u••••,•��>:r.,.,:raaeu�.:r� - = - .u::.,:+.vamanc:.=:.n �.,.._...�mws:yam-.__....`...ea�u�:sra•r.�_....�.�^�.s.��y�.,...—ss..ue_s�i,�.....a�a�are Y:.ay..:m.e:.sacar• _ .. ::, •... �_�. m. :., � wr¢::�:.a�sssroaa,Na:.+.�rti.us:..r�um,::sst.,•. �ci.:ir� a •• �r� � ..- - _ ..umczrimswaer..c�a.•newoavNsaiar��e.nnesmcu6.eauan�,___ w'c....ma'ta�tawo� vs1 c,n::wii.msar•usx..:.w:.,��w::n:s,:....isa.�.anrr.�.....in_.�<rr.uHmueur.e:auvrur.�.:r: xraw.:r.y�.: ... �T.:•s�•c++a:,:�au.:::uxmx:..�:a,.:.x�r:�o�;�:.x:.n.,�•.�::•.xs rrl..ne:�.•c•....urxn.raasaie c:.�+:r ae.�rrau�r•.nz.,s:nry uc.r� .::amsv�.u:. M u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY 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. REVISIONS 5 9/24/03 GENERAL REVISION MHA 4 8-4-03 revisions for final plan jas 1 4-11-02 lot lines gbs 2 2-12-02 town comments RA 1 1-08-02 town comments RA NO. DATE DESCRIPTION BY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30013-20 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. M"RTEL LIC. No. GRAPHIC SCALE 100 0 50 100 200 { IN FEET ) 1 inch = 100 ft. 860.291.8755 Pesign rofessionals,, ine. i��,�� FM �IMAAMC • N�•�rY 11A!^C• • C,e:»\/A\,Awn • ��C w v��a ",sn,v" � � •G\IO�GI v .rug vcrv� a - vw 165 south satellite road - south windsor • connecticut 06074 \ I� SEE SHEET 4 OF 41 KEY MAP DESIGN: RA I DRA WN: RA I CHECKED: GBS yinq Aln• 12.5T /1d 7X'• hlvvmr"Am� vv DRAWING NO.: server/jobs/9253/active/1253_3to6 A94P Lor 86 2 97 4 5 7 98 1 99 1 9 11 109 2 3 4 5 5 7 1f0 10 11 12 1 2 3 4 11 13 14 15 16 17 18 20 21 121 41 42 43 44 45 46 47 48 49 122 13 14 15 N/F ABUTT 21 MUR/ELLE DRIVE PO BOX 53 C 1496 JOHN FITCH BLVD. 1440 JOHN F17CH BLVD. 127 PANORAMA DR. SOUTHINGTON, CT 06469 201 WEST RD. III WEST RD, 165 WEST RO. 20 MOUNTAIN FARMS ROAD WEST HARTFORD, CT 06107 354 EAST Sr, HERRON, CT 06248 PO 80X f01 EAST WINOSOR HILL, CT 06028 551 ASPEN RIDGE RD. LAFAYETTE, CO. 80028 47 PATR/A RD. 1726 MAIN Sr... E. W/NDSOR HILL, CT 06028 1546 ✓OHN F1TCH BLVD. 8 ROESSLER RD. WOBURN, MA 01801 130 CROSS RD. PO BOX 298 A WAT£RFORD, CT 06385 305 SULLIVAN AVE. 1005 MATUINUCK AVE. S W/NDSOR, Cr 06095 1005 MAT44NUCK AVE. S WJNDSOR, Cr 06095 280 ADAMS ST. PO BOX 797 SOUTH WINDSOR, Cr 06074 489 SULIJVAN AVE 4" SULLIVAN AVE. 461 SULLIVAN AVE 461 SULLIVAN AVE. 83-GERBER RD. 83 CERBER RD. 280 ADAMS Sr PO BOX 797 SOUTH W/NDSOR, CT 06074 280 ADAMS Sr PO BOX 797 SOUTH W/NOSOR, CT NA 46 SCHWIER RD. 26 SCHWEIR RD. 1005 MANUNUCK AVE. WINDSOR, CT 06095 PO BOX 415 E.WINDSOR HILL, 06028 PO BOX 270, HARTFORO, Cr 06 f 14 551 ASPEN RIDGE RD. LAFAYETTE, CO. 80026 PO Box 101 E. WINDSOR HILL Cr 08028 PO BOX 101 E.WINDSOR HILL Cr 06028 25 B CLIFFSIDE DR. MANCHESTER, CT 06040 10700 EVENDALE DR. CINCINNATI, OH 45241 605 NEV£RS RD. 605 NEVERS RD, 34 WOODCOCK DRIVE 330 SULLIVAN AVE 280 SULLIVAN AVE. ER LIST S/I VESTRI, CHET Y. OUNTY DISTRIBUTORS INC. ZEYTOON✓/AN, FRADERICK N. K F BRICK CO. INC. A/AZUR, MITCHELL W. & BEV£RLY J. PUDELER, K£NNETH J.& ANDREA L CHUCHRO, DOROTHY KR/V/CKAS, ALBERT D. COHEN PROPERTIES, LLC WFH, LLC LAVEY, ROBERT W. & BARBARA C.DYNAMIC MATERIALS CORP. BURNM,, DAVID CLAPP, CLARA 4BALTULONIS. DOt ALD J. LARNICK ASSOCIATES BCD WELDING & INDUSTRIAL SUPPLY HAWKES, RAYMOND L & CLARA M. RUBAS, THEODORE P.., TRUSTEE RUBAS, THEODORE F. KUHNS FAMILY PROPERTIES, LLC REX LUMBER COMPANY 'EX 10e 3ER COMPANY J R D REALTY ✓RDREALTY CERBER SCIENTIFIC INC. CERBER SCIENTIFIC INC. KUHNS FAMILY PROPERTIES, LLC KUHNS FAMILY PROPERTIES, LLC £CONOMOS MICHAEL G. GATOR ASSOCIATES, LLC RUBAS, THEODORE F. CONNECTICUT NATIONAL BANK TR CIO NOWAY MICRO -FLAK CONNECTICUT LIGHT & POWER Co. DYNAMIC MATERIALS CORP. LAVEY, ROBERT W. LAV£Y, ROBERT W. & BARBARA JEAN, G£RALD F.d MARY NEYRA, EDWARD J. PATRM, RAENATO F. & DAVID PATRM, RAENATO F. & DAWD WOODCOCK, JOHN J. JR. CASSAR/NO, SALVATORE P, d LINDA F. 280 SULLIVAN AVENUE, LLC OWNER / APPLICANT South Windsor Technologies Center, 312 DEMING STREET P.O. BOX 1149 SOUTH WINDSOR, CONNECTICUT 06074-1 149 TEL. (860) 644-2197 PROPERTY SURVEY/SUBDIVISION LLC SHEET South Windsor Technologies k0enter6 Sty Rh van Avenue S%:ah WuL idkoffi (Co mmocticut A LEGEND • EXISTING IRON PIN e EXISTING MONUMENT NOTES: 1. ALL MONUMENTATION FOUND OR SFT IS DEPICTED HEREON. 2. AREA OF THE PARCEL IS 3,490,887 S.F. m 80.13 AC 3. PROPERTY IS IN ZONE C — AREA OF MINIMAL FLOODING AS PER FIRM PANEL 6 OF 9 — COMMUNITY PANEL NUMBER 090036 0006B. 4. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. 5. CURVE — AS DEPICTED — IS BASED ON THE ARC DEFINITION. 6. THIS PARCEL IS NOT A BUILDING LOT. MAP REFERENCES: 1. PART OF ESTATE OF ELLSWORTH SPERRY, SUWVAN AVE, (ROUTE 194) SOUTH WINDSOR, CONN. SCALE 1"=100', DATE: MAY 1967 BY CLOSE, JENSEN & MILLER — MAP NO. 527-8. 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1"=100' DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR - SCALE 1"=40' - MAY 1970 WIWAM J CARRINGTON,REG L.S. 561B. 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SUWVAN AVENUE, SOUTH WINDSOR, SCALE. 1"-e0' GPRII loan C.D. JAY eSSMATES 511A 5. PLOT PLAN- PROPOSED GERBER SYSTEMSTECHNOLOGYFACIUTY SUWVAN AVENUE, SOUTH WINDSOR, CT. DATE: 1-27-86 REV. TO 2-7-86 SCALE 1" = 100', SHEET SD-2 BY FUSS & O'NEILL 1666B. "IP N/F DYNAMIC MATERIALS A=3119'79' / �`41 CORP o 41 756.26 Tan-387.84 / oI N/F WHF LLC a Q` Q� •IP CMWPED no i Gib / A. /` Q. F DAVID / w�\ CHORD THAT SUBTENDS THE CURVE IS i•IP BURNETT Nk GIVEN FOR CLOSURE PURPOSES ONLY _\ \ \ AS IS EITH REOFURVE THEENDING PROPGERTYTO V / CORNERS. THIS LINE IS NOT BE \ 2•1 f CONSTRUED AS A PROPERTY LINE. N/F MICHAEL G. ECONOMOS � 1"IP I.F.ANI 50' S OF PNGROP UNE \N6e??\W 4� v /\ ON A H 2 1' IP .1 �993' IP Q 1 no O ! AREA OF THE PARCEL IS 3,490,887 S.F 01 , � 3=80.13AC IP � +h o / y 285.0� 8 60 2"SIP \ Parcel P \`25 OTHER LAND OF �./� SPERRY MOOD \`� LIMITED PARTNERSHIP ory area 2175®771 sq rt 9jee y' 49.§4f Ac. ? ��r \ N/F KF BRICK COMPANY INC. A)2" 1 SEE NOTE #6\ 2" IP _ \ 8ROIN STONE N1TH DRILL NQIE Ssg�:u\ PROPERTIES, sraNe o \ y/ n� \ \ NI /r- v c x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860 •291 • 8755 RESURVEY SHEET 71 INFORMATION. ALL EXISTING, UTILITIES SHOULD 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 GRAPHIC SCALEO�p ■ T �Q'�M ��Mfall(nl 4 R-4-03 revision:. for final olon ,s BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 200 0 100 200 ® Q ^ M `1✓J �J as C _ � 1L Lei /t _ -I- Im— L 1 t r%— I�� r 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD .SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. Mv��. ■ ■ 6�o1�tn w 1®r I eCnn0L�1� �ener BY A LICENSED LAND SURVEYOR PRIOR TO i 4-11-02 tot lines gbs TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. - "� lcrrofes*ionals,incCONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 2 2-12-02 town comments RA (IN FEET) 1 inch = 200 ft. ®• DES/GN, f1?4 DRAWN.• RA CHECKED: GBS ��°�� Avenue L4j1 t 1-08-02 town comments RA 12882 d Civil Engineers •Planners •Surveyors CIS ✓oB NO.: 1253 DATE.• November 2000 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY RICHARD P MARTEL LIC. No. 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: server1jabs/1253/active/1253_7 S®jt$1�1[ll V'�' ll$n&®IP C®ffi1ffil�°c>tic11�>t S L %rn 0-le vc'OU� `40&U 19-t 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 'y'44srae.co.: AREA CODE 060 / 644.251 t CERTIFIED MAIL April 10, 2003 Mr. Peter DeMallie Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Re: Appl #02-18P, South Windsor Technologies Center, LLC Conditional Approval Dear Mr. DeMallie. We are pleased to advise you that the Planning & Zoning Commission voted on April 8, 2003, to approve with modifications application 402-1SP, Conditional Subdivision Approval to create a 38 lot industrial subdivision on 80 acres to be known as South Windsor Technologies Center, LLC, on property located south of Patria Road and Schweir Road. cast of Route 5, 1 zone as shown on plans prepared by Design Professionals, Inc., project #1253 dated April 11, 2002, as revised. This approval is subject to the following modifications: 1. This approval is for 38 lots, numbered 1-38. 2. Concrete sidewalks, built to Town specifications, shall be installed on one side of all new streets. 3. Drainage and construction for this subdivision is subject to the approval of the'Town Engineer. 4. All lots shall be serviced by the Town of South Windsor sanitary sewer system and arc subject to the approval of the Water Pollution Control Authority. 5. Water shall be supplied to this subdivision by public water. 6. Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the Chief of Police. Street lighting is to be coordinated with the Chief of Police (copy enclosed). 7. Street names and locations of fire hydrants arc subject to the approval of the Fire Marshal of the Town of South Windsor. Street names and supporting posts shall be installed by the developer in conformance with the standards of the Town of South Windsor, at no expense to the Town. A liability insurance policy shall be submitted to this Commission naming the Town of South v Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of S 1,000,000. 9. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including 3 bonds: $25,000 to ensure proper installation and maintenance of erosion controls, and stabilization of disturbed areas -associated with the installation of the road and stormw•ater system; S50,000 to ensure (lie property installation and establishment of proposed created wetland areas for the purpose of mitigation of wetland disturbance; and $25,000 to ensure adequate and proper installation of stream stabilization materials. 10. Prior to commencement of any site work, a meeting must be held with Town Staff. 11. All plans used in the field by the developer must hear the stamp and authorized signature of the Town of South Windsor. 12. This conditional approval allows the subdivider to proceed with construction, maintenance, and installation of improvements and utilities in accordance with the approved subdivision plan and applicable regulations of the Town in lieu of posting subdivision surety. This approval does not allow the applicant to sell or offer for sale ay lot within this subdivision under this conditional approval. Final approval must be obtained from this Commission, per Chapter 3,D.2 of the subdivision Regulations, prior to selling or offering for sale any lot within this subdivision. 13. This conditional approval is valid for three years from the date of approval and shall expire on April 8, 2006. 14. Note #9 on tote plot plan must be modified to state: Roof runoff frorn individual sites must be directed via overland flow to adjacent wetlands. 15. Note #11 on the plot plan must be modified state that intensively maintained turf grass will not be allowed in upland roviow ;areas. 'Transition areas of native herbaceous or shrub species must be planted between developed areas and native vegetation. 16. Road sub -base requires 12 inches of gavel. The pavement section will be 4 inches of bituminous concrete, 6 inches of processed aggregate base, and 12 inches of gravel sub -base. 17. Include a note on the plans that each of the detention basins is sized for _ % or square feet of impervious coverage for the entire subdivision. This information will be used for future site analysis as lots are developed. 1 S. A concrete sidewalk, 4 feet wide, is required on the west side of the existing portions of n.,r«., n,.,,.t .,«a c.,t, o,,..,r c ...., r..u:. ..... Avenue, to LL- L---=--=--- .. r.i-----------' i ouzo i,vau and owwcu iwuu, ilea Ju1rn'an ll/ ]lie ouguilling of tilt; proposer) extensions of the roads. Both ends trust terminate with a ramp from the sidewalk to the street. Black and white transparent mylars of Sheets #8-15 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. After mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by July 26, 2003. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, 4,4,� R e0 -_ Kevin McCann, Chairman Planning and Zoning Commission KMcC1kah cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal David Caron ' ) y �'Cllt12 � SCILl.t17 �,�/UZr'%.'•i ; r' ve 1540 SULLIVAN AGf.NUE + SOUTI WIND`;, 4 LOSON•to�� TELEPHONE (P.- May 23, 2002 Certified #70020510000081152307 Design Professionals Attn: Peter DeMallie 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #02-18P — South Windsor Technologies Center LLC easterly of Rt.-5., I -Industrial zone Dear Mr. DeMallie: At the May 15, 2002 regular meeting, the Inland Wetlands Agency i. uncn.ulr:n + tu;,; approved application #02-18P --South Windsor Technologies Centel i : , l',a; 1,. a,,.; Inland Wetlan&Conservation Commission application to construct .. + -1"t :ndu•.;:;.a subdivision, stomnwater structures, and associated improvement, oil pro pert, h,ca;r I >outherly of Patria Road, easterly of Rt-5 (Assessor's map 1197 &,109, parcel s & 0I I-hi.i final zone. This approval is subject to the followin:t conditions 1. One blueprint copy of the entire set of plans and this letter r�•on •duce,] tl,, , ,oust be submitted to this Commission. This must be completed within 6> ila , i,f appnival prior to any construction activity on the site. Plans submitted to rijnn .,•., 1< Commission shall be considered having met this requirertic, : 2. The application shall indermlify and hold harndcs•; the Tov.„ _illlt ' , :; against any liability, which might result front the proposed operau.:; •i u 3. The permit is valid for fi%e years and shall expire on May i vr, I: landowner(s)/applicant(s) responsibility to track expiration ,Lac, and ionv.—i Commission of a renewal request at least 65 days prior to C:,plrauon 4. All approvals required must be obtained and submitted prior a., :,n ,n u•.;t•• the site. 5. A contact person shall be identified on the plans. 6. Block flow through the existing drainage ditches via earthen bon n:, 1•1c,e;ar la,tential vernal ponding areas. 7. Install stream bank protection along the channel of 13ancron Smolt ircreoi are,,•:, u be determined by Town staff and in conjunction with the consu;tin,; L':olol;iu Engineer. Plans to be submitted to the Commission for their rcvic,l 8. All proposed mitigation and stream bank protection stabilization to i. is rr,c by 61:15'1011; or before building permit for development is issued, whichever is lat-r 9. All installation of mitigation measures arew be supervised Lv the ci.usul:,ng 13io1o:n-;1 10. The Design Engineer will supervise installation of the ourler sirucnt; c, i or:r t! e dcu noon basins. 11. Stabilize the eroded gully east of the proposed detention Wstn a2 P! e::.!.uuid !„• approved by the Town Engineer. 12. Provide notes on the subdivision plan that roof runoff from su;,.cgo:r::I :.tic p.:,n applications is strongly encouraged to be dirceted via overland Ilov, d',acent vac,;r„i 13. On lots where buildings or parking areas are proposed to be hu:lt u: :,, i:u:d : t : ;c•.: :r ., or in wetlands, intensively maintained turf grass will be landscaping plan for the lot. Instead, transition areas of native herl;.,; i; species will be planted between developed areas and native vegetau, 14. Abond inthe amount of525,000besubmitted tothe Plamnny&Z, ,:nr��.:n,�n,:r.•:,, insure proper installation arid maintenance of erosion controls. arl•I disturbed areas associated with the installation of the roar] and >ioriTi-. act ,v:,:e in 15. A bond in the amount of S50,000 to be submitted tot he i'hrmn2 & to insure the property installation and establishment of proposed cn•.:,. ,! the purpose of mitigation of wetland disturbance. 16. A bond in the amount of S25,000 to be submitted to the Piann111 & :: ,;,u:l� t'.•:ru,i,.r : to insure adequate and proper installation of stream stahi l i2auon thole, ;.l!:. I7. A note placed on the plan, explaining that this approval does not any individual site plans. 18. Proposed relocation of outfall relative to basin number I & 7 should'., >abliirted as a change order and be reflected on the final plans. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION E!tzabet3l'A. Warren, Chairperson EW:dr/ cc: Chief Building Official Town Engineer South Windsor'feehnologies Center LLC 1540 SULLIVAN AVENUE • SOUTH WINDSOR CT 06014 TEt iPHONE (1460l 6,1426: 1 October 16, 2003 Design Professionals, Inc. 165 South Satellite Road South Windsor. CT 06074 Attn: Peter DeMallie RE: South Windsor Technologies Ccntcr Patria Road South Windsor, Cr Dear Mr. De: .,llic: The South Windsor Water Pollution Control Authority, at its aegutar nieeti ig of October 7, 2003, gave approval] for the connection to the Tomi's �. crage system of an industrial eompteX to be located on Patria Road, South Windsor, CT, as more specifically shown on plans entitled "Patria Road Profile" prepared by Design Professionals, Inc., Pnoj"t No 1253, Drawing No(s)34, dated 11-2000, revised 1-03-02, 2-12-02, 4 11-02, 7.15-02, 7-8-03, 9.23-03, and Drawing No. 34A dated 7-8-03. with revisions dated 9-23-03, 9-30- 03, 10-6-03, 10-7-03 subject to the following conditions: I. Technical approval of die'1'owu Engineering Department. 2. Final Authority approval and acccptance of the sanitary sewerage connrcnun will be given once The sewer line has been installed and inspected by the T'owu staff, and based upon de written Verification of the Towu staff that said sanitary sewer lira was uisudird in substantial conformance with the design plants previously approved by die Authority, and mccung all Twat regulations and appropriate I«]atical specifications relating to sanitary sewer constructiun. This approval letter must be supei imposed on the final approval plans. very truly yours. J h J. Canino, C1laimiau Water Pollution Control Authont y JC:dd Ce: Matthew Galli�an, Town Nlanagcr Michael J. Gantick, Dirmior of Public Work Jeff Doolittle, Town Engineer Marcia 13anacb, Director of Planning Chris Dougan, Chief Building Inslxctor South Windsor Tcchuiologics Center / OWNER / APPLICANT WINDSOR TECHNOLOGIES CENTER, 312 DEMING STREET P.O. BOX 1149 SOUTH WINDSOR, CONNECTICUT 06074-1149 ILL. (860) 644-2197 ..> Y,sc•r.w+v.:�uuue:...:..x.•:..n�*�r.:s:g��,ti�a::na..m.r,:x::+:.+:+an�a..t•.ccs:a.r:xtsmh..x:,m.uu-:w:::...��.:.rra..::u�a:::.taut..sx.rri.:a:.�*.Lass•:-e:suxa+c`a.r�:w.sa:;tus^==suxcn�;w..=°.�s••za:..vc&�,..---..caryr:-��.v... - - t WAG •- a� • \� �� _ _--------------„-,� I I I Icy - NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. AREA OF TI-'- PARCEL IS 3,490,887 S.F. -. 80.13 AC 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 090036 0006B. 4. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. S. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. 7. ALL PROPOSED MITIGATION AND STREAM BANK PROTECTION STABILIZATION TO BE DONE BY 6/15/03 OR PRIOR TO ISSL OF 1ST BUILDING PERMIT, WHICH EVER IS LATER. 8. ALL INSTALLATION OF MITIGATION MEASURES ARE TO BE SUPERVISED BY THE CONSULTING BIOLOGIST. 9. ROOF RUNOFF FROM INDIVIDUAL SITE PLANS IS STRONGLY ENCOURAGED TO BE DIRECTED VIA OVERLAND FLOW TO ADJACENT WETLANDS. 10. THE APPROVAL OF THE SUBDIVISION PLANS DOES NOT CONSTITUTE APPROVAL OF ANY INDIVIDUAL PLANS, 11. ON LOTS WHERE BUILDINGS DR PARKING AREAS ARE PROPOSED TO BE BUILT IN UPLAND REVIEW AREAS OR IN WETLANDS, INTENSIVELY MAINTAINED TURF GRASS WILL BE DISCOURAGED AS A PART OF THE LANDSCAPING PLAN FOR THE LOT. INSTEAD, TRANSITION AREAS OF NATIVE HERBACEOUS OR SHRUB SPECIES WILL BE PLANTED BETWEEN DEVELOPED AREAS AND NATIVE VEGETATION. MAP REFERENCES: 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) SOUTH WINDSOR, CONN. SCALE 1"-100', DATE: MAY 1967 BY CLOSE, JENSEN do MILLER - MAP NO. 527-8. 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1"-100' DATE: JUNE 30, 1915, OFFICE OF VALUATION r.NGINEER, BOSTON, MASS. 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR - SCALE 1"-40' - MAY 1970 WILLIAM J CARRINGTON,REG L.S. 561B. 4. 11-11E SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR, SCALE: 1"-40' APRIL 1966, C.D. JAY ASSOCIATES. 511A 5. 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 SO-2 BY FUSS do O'NEILL 1666B. LEGEND ® IRON PIN TO BE SET • EXISTING IRON PIN o MON MENT TO BE SET ■ EXISTING MONUMENT e- EXISTING UTILITY POLE - - - 80' UPLAND REVIEW AREA PROPOSED BITUMINOUS CURB • INLAND WETLANDS - - - EASEMENT MONUMENT NUMBER MONUMENT COORDINATES NORTHING EASTING 31 871514.1598 1042730.2374 32 874186.3609 104-2677.0658 33 871675.1314 1042665.9886 34 871654.9366 1042722,6046 n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY ,� 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. ' CONSERVA �0I OF TOWN � Ilo v O tv.) q-ol o00�r,)/ Nn0 U dct� -_j1 r. A Q t LO t"! � - - � � , tq) t t 5 9-23-03 4 7-15-02 1 4-11-02 2 2-12-02 1 1-08-02 NO. DATE REVISIONS revisions for firAAl plan town comments lot lines town comments town comments DESCRIPTION Of- -- - - - -- . ,t An (1-1-- - --- - - - ---- - - N68°1107"W POST & I l - -i - - - - _ - _ 1 ; RAIL FEN 205.40 �v\ PREP I I I I � I I Esc'" I I I 00 cri 00 � o I I I � RELOCATE UTILITY POLE I 6 � 0I' i N /F a 0 L 0 THIS PROPERTY REVERTS TO ABU FTIN C PRO,�FRTY •1 WHEN STREET IS EXTENDED. PAVEMENT REMOVAL, GRADING, I SEEDING, EXTENSION OF CONCRETE SIDEWALK AND �- OTHER WOR{: INCIDENTAL TO REMOVING CUL_-DE-SAC A E� v��61 >I REQUIRED UPON STREET EXTENTION. -1 N E WH PLC5013 ''\P GRUMP - ... .. _ ... ...�...-.......-S1�'21.�E-, .�.....:__--..._ _ ... _ _ _ _ ... �. �w 507.44'AVA 2rHL1jVE- 10 S.Y. S21'23'39. W 3 �- 13.10' SHETTET 9)n=28 01 6 -I R=230.00 EA IN FAVOR �� 1 � L=112.52 TH WINDSOR W wt�63 L07 �; (TOTAL LO #1) A � Tan = 57.41 Fg 3'd=05 02 R-23GGo 146,092 S L=20. �,'Tan=10.4/4-" \, S v4 / t jas MHA 9bs RA RA BY J i✓ I 6 .:;,.,cs,:a,:l,:, -.•1 � •� s_u,r-. 31xs..:.w:sw :a.u. �x..a-avarr_srtP•+rans.k :yew cswr ��, uu,rstassa.,xx::.aca.�.:e•+,wasY.+na.e,��.<aaa�.,aw.:.4.�a�.as.kn.:s-�r:..e:c,,...,..,.;w�..y I C-,II LOT 61P�3 8Cn (�-> 1 566 15 S68'21'2 "E 1 �. --T .._ _ 201.72. - i - - d 00 I� I Q i MATERIALS CORP. to � o CONSERVATION AREIN FAVOR 0 N F TOWN OF SOUTHWINDSOR O ~a �N N1N' CO 0 0 P - 0 `l x 00 � I I q it u pp U 564 195,11I' S68'21'2"I"E / I Li S21'23'39-`>W P 84 - - S68'21'27"E- 211.31' v��1� R -48'59'�4" \i3 9 �170.00 L=145.37 tTa r�= 77.47 va3C \ \ \ -Zo / M31 A O.57'58 R0.00 - 41 A w ,�� -Il3 / �' �.rl� Tan=4 56 \ o N68°05'28"W 347.77 S68005'28"E 503.94' J�RN� 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. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. '.iARTEL 12882 LIC. No. GRAPHIC SCALL 40 0 20 40 80 ( IN E EET I inch = 40 ft. 10' STREET TREE EASEWENT IN FAVOR A. OF TOWN OF SOUTH WINDSOR \ 2TN. 860.291.8755 design rofossional% Inc. 0. C;ivi! Engineers ' Planners - Surveyors • CIS 1 F,F. i,lh sato!Iite road • south windso{ c^nnactic . r 00074 I 62 � IIn rn C oy I .55a I _ S68'19 29 E 88.50' Mar -'3 o / s -t11 ^ ,wig CONSER` I 193y234 s.f. /rodV / 4.4 3 A c 10' STK ET TREE / // / s\C-\c9 EASEM T IN FAVOR ' / / N TOR OF SOUTH 441 Ol2 /d x �U 9 -1W \ \ 7 036 s f 1.30 Ac PROPERTY SURVEY/SUBDIVISION SHEET South Windsor Technologies Center DESIGN RA DRAWN RA LtrcGKED: 635 Sullivan Avenue ✓OB No.: 1253 OA ?F• November 2001 tL 1 DRAl,9NC NO.: server/jobs/9253/active/925.3.-8to15 Svzai�h wia' ocir Conner-ficut P1 t P{gin W �T7"�"n @s',IN'..17�:" r: ,..kJ'ilkdP..iQ�tJri� 5S.'>ri1s:. •..w' .fi."util Ar�.u:,iCz..-".SilGS3L4D,:Ct�uL6iFIi;.L'.8_.mftlAtiT".i4.V�Y.iL':.77Y�i.TT'47d1E.Z2°..'AJ:.MSdCY a^&JF,S(17�*.YC�YC'CJ3^.�d.�. .. - , . .�:-"''••'�... `-_..sue`=.'IItJlA4C.VA6Lti.�+:;i. YCf ill to ll_IV .�,I\�t_ i i.� t_i\ ILIry L-V. I VIV1\LV V�� NSEEDING, EXTENSION OF CONCREE L_TE SID SIDIVIEWALK ANDND��• . 0 /1TI 1I�1-1 tIA I/'11nr-nl•TA TO REMOVING /\ CUL-DE-SAC r.r [�A!\ Af'1rY' \� I`• Q \ �P 0 F;�-_li1 M • g U I nCn VVUMI\ Ilvl,lUtlV I AL I O REMOVING CUL-DE-SA fi ✓' �c� ) i I I REQUIRED UPON STREET EXTENTION. �00 TI N /F WH - 32 2 3 2 �...�. .� -- �...`...-. N o �P S68°21 27 E S68'1 E I pF 211,31' 88. 27.99 - - , ti 3 P - 0�; 2. �j1'Z I U S. Y. p(J�� j�� ~�� \�CJ \�KEE S21'23 39. W M3 �+ 13.10 �6 bc A=28'01' 6" R 480 *5900 4„ va 1 w 555 0 �bc L= 12.520 `L-145.37 &P / CONSERVA ION AREA IN FAVOR 1 \\ � �,k63 �� (TOTAL LO #1) , � ,Ta�=77.47 5'\ CONSER\ C �1 OF TOWN 0 OUTH WINDSOR l an=57.4A J TOWS 3IRME \ S O A-05 3 02 a��N PVRP NG �\ . �a R=230 00 tc N> z �� so >R� oN'� �oP� gE 14 6 , 0 9 2 ��y 1 J L= 20.2Y p °� cfl Q G\ \S N NG P Np� \NE. \/`� A� t� Tan =10.% pg 1 I NOTES: d I \�oR Q� �� \gyp\ \s ( \ tk 3. 3 5 A C 1, ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. N f\ G \�\ / h 2. AREA OF THE PARCEL IS 3,490,887 S.F. = 80.13 AC C\�I� \� C �N� \ \N pP� `� / f 1 ? �j 4. S , f . �^� `�• �\ \ 3. FP�ROP� PROPERTY 61 OF 9.1E COMMUNITY - AREOF MINIMALNEL FLOBERODING 09 036 00 66. ` O _ _ - -� � t�s � ' \� �N\S P �i,�y\ f 1 / 3 , - � �� / j 4. HORIZONTAL DATUM BASED ON NAD'83: VERTICAL DATUI., BASED ON NAVD'29. n� rn '"' - -- - I G \ANC G RS n pSfF: p� \ 1la �' M 31 \ (1 A j 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. +- D) I Cp� �`Rv , $�' �� 3 0 (� Z� /� %�,C / l / I \ 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. rj CO' '� Cj J ' �• i � i / ,r7 �J 10' STR ET TREE 1 cn� 7. ALL PROPOSED MITIGATION AND STREAM BANK PROTECTION STABILIZATION 7 BE �i CO N \� �•cJ7 ra8 ♦ W / \ SLATER, 6/15/03 OR PRIOR TO ISSUANCE OF 15T BUILDING PERMIT, WHICH VER N M01 N 1 t�65 / R= * ♦ EASEM IN FAVOR 8 TALL HE ICONSULl1NGNOF BIOLOGIST. MITIGATION MEASURES ARE TO BE SUPERVISED BY �JI 11 C2 '1�', _ 9 �X o 0 TOU N OF SOUTH / �\ 9. ROOF RUNOFF FROM INDIVIDUAL SITE PLANS IS STRONGLY ENCOURAGED J /�� L- 84. 6 \� 2 Oe ♦ WIN R 22 2 TO BE DIRECTED VIA OVERLAND FLOW TO ADJACENT WETLANDS. N ' ��k6 ��p n �� / Tan=4 56 �cOGj 10. THE APPROVAL OF THE SUBDIVISION PLANS DOES NOT CONSTITUTE APPROVAL B Ny v< / OF ANY INDIVIDUAL PLANS. Ny&b N68° )5 28 W - - �2$ \ / \ 11. ON LOTS WHERE BUILDINGS OR PARKING AREAS ARE PROPOSED TO BE BUILT IN ^ - \� � 32 \N , UPLAND REVIEW AREAS OR IN WETLANDS, INTENSIVELY MAINTAINED TURF GRASS ee 34 7.77 10 STRNE7IN FAVOR WILL BE DISCOURAGED AS A PART OF THE LANDSCAPING PLAN FOR THE LOT. .� i / INSTEAD, TRANSITION AREAS OF NATIVE HERBACEOUS OR SHRUB SPECIES WILL BE I / �� OF TOWN OF SOUTH ' \ +j�2 41 PLANTED BETWEEN DEVELI�PED AREAS AND NATIVE VEGETATION. WINDSORLO 2 �d♦�c>� 1 / MAP PART OFREFERENCES: OF ELLSWORTH SPERRY, SULLIVAN VAN AVE. ROUTE 194 0 N " _ _ _ _ _ _ _ _ S 6 8 0528E _ _ _ _ _ _ / 5 SOUTH WINDSOR, CONN. SCALE 1 "-100', DATE: MAY 1967 BY CLOSE, JENSEN & rF 0 U6 n 'I 5 0 3. 9 4' �6$ / 35 \ �32b< I MILLER - MAP NO. 527 B. try � 11 �Cj \il �j \ ` \ / / / 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD \ 3x �� e�I RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO d \\\ \ \ 00 yl� ♦ �� LO U�"`uu' � tl Jf STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1"=100' i0 DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. A+ \, ♦ /S �\ 1 3 SCALE 1' -40' - MAY 1970 WILLIIAM J CARRINGTO REG LS.561B. \ 4. THE HSULLIVANWINS AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, \ �\ \~ \ `� S \S� 5 / , 0 3 6 SOUTH WINDSOR, SCALE: 1"-40' APRIL 1966, C.D. JAY ASSOCIATES. 511A �.� 5. PLOT PLAN -PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY CONSERVH f ION AREA IN FAVOR \ �l3�6 \ r\ > ` �� / > SULLIVAN AVENUE, SOUTH WINDSOR, CT. DATE: 1-27-86 REV. TO \ 6, S` 1.30 /\ c / 2-7-86 SCALE 1" 100', SHEET SD-2 BY FUSS & O'NEILL 1666B. A � / OF TOWN OF kW TH WINDSOR \ \ \ `- N, \ \ \ 1 9\4 '40" xx00 �L �. R=230.00/ U= 50.96 S' LEGEND -5-5b •� Tin=25.58 \ a ��.� \ � 0 IRON PIN TO BE SET • EXISTING IRON PIN A=25' 00 S � \ ` . Q 129 `L=101.8`3\ 377108 S . f . / O �-_ Zo 9 G'� R=230. \ o MONUMENT TO BE SET -' ■ EXISTING MONUMENT � o��`\ / T�n=51.76 EXISTING UTILITY POLE p `� js ��, \� 0.85 C - -' - 80 UPLAND REVIEW AREA a PROPOSED BITUMINOUS CURB 00 00 ® ♦ A, INLAND WETLANDS O 00 n - - - EASEMENT a�JI- 3 .-� / A= �&5 3�� 282, 244 s. f. �' �� R-170.007 \ /- / 6 47 A L=1�6.1 \ MONUMENT NUMBER MONUMENT COORDINATES NORTHING EASTING 26 870840.4322 1042744.9254 27 871109.5132 1042851.6928 28 871131.642 1042795.9226 29 871273.104 1042788.5599 30 871300.9029 1042841.7315 31 871514.1598 1042730.2374 32 871486.3609 1042677.0658 33 1 871675.1314 1042665.9886 34 871654.9366 1 1042722.6046 11 870794.9912 1042764.5496 Tan=77.T \ ,a5° A--11'1 '58" CONSERVATION AREA IN FAVOR OF TOWN OF SOUTH WINDSOR �3�2 �r+��g R=230. 0 I �O�' \ L=44.8 Tan=22 52 140.41' +96 � M28 + M2 8 9 9 S72'01 43 E l �� ' CONSERVATION AREA IN FAVO w €a OF TOWN OF SOUTH WINDSOR �a��,�5°��/ ��56 , I m 2 . C ��A I t�l�1 � � Lo 1 ' STREET I TREE 4 FAVOR WINDSOR h (0 C-A, �5 L0 ' - ( _ G _ S68°21'2"E �3'12 / / �; 3bnowDo J 10 S.Y. / I fw o + i LOT TYPE GRANTOR - GRANTEE DATE FILED VOL. PAGE �j v1�g3 \rt3�100 3� - 1-38 STREET TREE SOUTH WINDSOR TOWN OF S. WINDSOR wl 5� 1L© LI &� I �� 1 4 EASEMENT TECH. CENTERyy� I Z I 1-4 CONSERVATION SOUTH WINDSOR TOWN OF S. WINDSOR p �JBa {co co I 5-7 EASEMENT TECH CENTER p Inip 114 279 S. f. 10' I 11 i I } 18-22, N�� `- 25,26,32,33 6. oo\ z 35-38 t�AC MIC-Id TOWN' OF S. . WIN 10GO LIMITED IV V 6 EASEMENT TECH. CENTER 26, OTHER DRAINAGE EASEMENT S. WINDSOR TOWN OF S. WINDSOR S68'21'27"E LAND OF TECH. CENTER - - - _ - SPERRY WOOD,, - _ - r - ~ 835.23' (TOTAL) 33 \ w I OTHER LAND RIGHT TO DRAIN SOUTH WINDSOR TOWN OF S. WINDSOR d �3�gp �j6$ CD OF SPERRY TECH. CENTER WOOD,18,26 o C / CONSERVATION IN FAVOR o OF TOWN OF SOUT NDSOR M) o 14, 15, 18 SANITARY SEWER SOUTH WINDSOR TOWN OF S. WINDSOR P o z EASEMENT TECH. CENTER _ d \ �?,6 N O 7 77 / 260.00' S68'21'27"E ---� 836.10' (TO TAL x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY 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 P"OFESSIONAL ENGINEER/SURVEYOR. 6p 2.62 Ac �a3 / � 1 I I iS a 10 S.Y. I \ 10' STREET TREE --- -- -- -- -FA OF TOWN OF SOUTH LU Q {0 `. Y.---_WiNDSCR`- I o M Q % 00 DONO ip f I Lo N 84, 03 s. f. L, l I �!� ! 2 1.93 A c P-) Q ® rrl 9 i �; ( 1 A=90-00'00" °C - ' I L=54.98 / 10 �•` I z i y Tan=35.00 -- -- -- -- 04 I _ 261 35 F.Y. / SROP IGN o� 11 ! • I„ B, R w 1 1 REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 �860.291 •8755 PROPERTY SURVEY/SUBDIVISION 5 9-23-03 revisions for final plan jas 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 GRAPHIC SCALE ® Not Ran4 7-15-02 town comments MHA SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 40 0 20 40 80sign ® SouthWindsor T�i�i ol®gir Center 1 4-11-02 lot lines gbs TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. d,rofessionals, q/9 2 2-12-02 town comments RA ( IN FEET) inc. DESIGN: RA ORA419V: RA CHECKED: �l�S Simi .Ivan Avenue 1 1-08-02 town comments RA 12882 1. inch = 40 ft. Civil Engineers • Planners • Surveyors • CIS JOB NO.: 1253 Dr1%E: November 2001 RICHARD P. MARTEL LIC. No. No. oa rE DESCRIPTION BY 165 south satellite road •south Windsor • Connecticut 06074 DRAWING NO.: sere � ';-,h,; /1 ^5 � !n� (,,,_, /" ^,� � !?r�1 � + �4�1�r?°�1 ��•�� l�?��'111�'.��;��i1Il� •,:--•;-f�.imrns.az�.;,u�•,?�;x*�aci,,. r, . -x._�a-... --,. rn,..n„-: .r; ,rr,��..o-�.v.,.. A i S68'19'29"E t { �► 88.50' 27.99' 39.50'Ns - v�551 �'�S; •��. \v�555 L I � I lid d g p0 0 \ 3 " 58 OTAL S 21'40'15 W 24.23 372.50' r_17- 27L 10 S.Y. TH P Y 4GtINGZ, _ \WHEN STREET IS EXTENDED. PAVEMENT REMOVAL, 1 ♦' �y502 SEEDING, EXTENSION OF OTHER WORK INCIDENTAL CONCRETE' SIDEWALK TO REMOVING AND ALL 44 � CUL-DE-SAC Af�E \ RE' RUIRED UPON STREET EXTENTION. 1I CONSERVATION AREA IN FAVOR ' 1° OWN OF SOUTH WINDSOR w I i ' / -41'29'19' LOT e32=230.0Q rcu me \ �� . Mpg L166.55` � / w T 87.11\ 54�601 f / O�'».58� LOT TYPE GRANTOR _ ��-' 2 � ( 2 L- r „t N21 4 5"E 305�N -1 1oU EMET "TI'E CENTER 24.35 - 10 S.Y. wF-7 1-4 0 S CONSERVATION SOUTH WINDSOR / 5-7 EASEMEN'j- TECH. CENTER M3 � � 5:2626,32,33 � -- iA= 41-2 19 / R=170. 0 LOT �� 18,26 LIMITED 1 NSERVATpN S.WICH. CEOR NTER IL=123.1 / J EASEMENTTECH. CENTER Tan=64. 9 26, Ol i-,ER I DRAIN GE EASEMI O S. WINDSOR LAND OF A' `I. TECH. CENTER SPERRY WOOD, Cr. , 33 3 2, 4 f� � OTHER �-AND RIGHT TO DRAIN 1 SOUTH i WINDSOR 0� / OF SPERRY I TECH. CENTER \� �O lb 1 WOOD,18,26 s 0.74 Ac 14, 15, 18 SANITARY SEWER yp SOUTH WINDSOR EASEMEN fi TECH. CENTER 54 Ac 193, 34/ s. f, ,,�1��`� I \ 5p� tx I n.• / e \ \ \ AAA \ / / / I �f 0,\ N\ \00 M1506 \ \ rH 45 344 s, f . / I 1 04 Ac o�a'ti o N Q) 10' STREET TREE 10' STREET\ ♦`3�p- ASEMENT II VOR / LOT (C1 nn �jG��7 /� / �� GDP' \ EASEMENT IN FAV R a, F TO F SO L� CS �J \ ' hO ll rtr�ir�N�U I �p�~J Dc / �� Os�. / WiNDSOR OF SOUTH / \ ♦ s Q9 \ R / i .\ss� 57 036 S. f�� \��,. w� s °��- �� s 0.54 Ac .-�•/ � d� 1 �� n A � � / / ��4611 �ONT�wNATI SOUT�iA WNNDSOR FAVOR ( ♦ � _ ♦ �• J A v,6\ x J�\AxM3o A-12'4 4000 \R=230.0 / ��s.\ \R=230.05250.96 `� r'° �6� 1- L 58.20Tan=25.58 1 \ , ` _ [BOO' A=25 00R230. _ / / 1�521 \ \ G 4 M { -101.83� 37 108 S°f° / / \ M29 , v,�2 n 0 o a N \ a 8 5 - c 550\ \ \� = 25 .0 0 S w `.'�;\ 522 w52� A== -0 '14:e X Lt103 28 � � { CN o p \ \ 170.G0 p Ta =52.52 N 25 C, �5 s. f. , ' (T TAL LOT # ) 1 0. AC Ta>20$,00\ R=170\00 \ \ \ _ _ i / n ��\ / ♦ ,' \ \ \ \ �1 ` ' I I TanJ=77.. I 10 S. ; . A=11 1 58 1 �- - - h \ IR_ 230. 0 L 07 e35 � ' \ � � w525 S67'24'39"E L= 44.8 �a \ ♦ N3 1 ITar1=22 5211 <11 w`� ,S\9291 I 155.27- M28 1 0+ M27i 89 929 S. f. �� 0,0° CONSERVATION AREA IN FAVOR A=05'41 526 r o 0 p � w 52a- r` I 2 0 6 � r 5l�� OF TOWN OF SOUTH WINDSOR w L=16.91(E E) 1Q 10 ri Q0 Lr) u0 to 60' °; ! V) I y + i I 3 � �f II N ftI z ` I S. f, 10' I 1 1Ac ( t 0' STREET TREE I i TOWN OF SOriUTTHH j w INDSOR- I ~ o 0 0+0 DSO ;`� n _ to N N S. f. *1 I old I z i Mi of w r M �J z _ - 26I i - ( o ` o STOP 31GN rn TOP L'- I B R U') I w r') w 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY t .`• ra �+ LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE o, 0 I o 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 IMPRE-SION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINFER/SURVEYOR. . w W ` Tan=8.46 A=19°53 / i-25'43'�' r 'N \') S5R=170.00 \ �=230.0 1' STREET TREE r T L=103.2 11 �7 r NT I FAVOR 10. S.Y. ;�\ 2� L=59.03 = 0 . 4 / \ C �, t vt Luke- - _ - T) w5 Tan=�9.82 /Tan 553 WINDSOR S68'2_1'27"E _ k6_ 5�°�i 2 ! t' \ 1_7_2.44' _ _ �yFJ2 / RIGHT TO DRAIN �%3 p B FJ_ w IN FAVOR 0 Wi< , �O 314.56' S i �- 532 S68'21'27"E S69'1456 E / OF SOUTH `,NINDSOR' 63.44 / �� S7 'S661� I f _ N69'28'29"W ____ \ 249.13' w 2 '4 ' 4" j W a x i�� 25.07 A !�. �`` '� . �� 0 DRAINAGE EASEMENT KA6 T ; R�'s S15'03'17`"4P $@'2S \IN FAVOR OF TOWN -� X 20.52 R SOUTH WINDSOR DRAINAGE EASEMENT i \ s ` .�VOR OF TOWN \ S69'14 5 F /c3� / 9 IN 8.75 A324°02 35 OF SOUTH WINDSOR \ A �'` R=230.00 / f w5 �5 \ / 5� T�p-\48.98 ' G \ to \ w5 �// x�0 /M5 \ / o FOI P \6 � 8 2, 5 8 I F SE$yATION o / - / / EASEMENT IN FAVQ� OF �1 1.89 Ac / ♦ 1�N Or SOUTH WIND OR ........... �1 pp0 r S70'10 7"W 21.36REM0.�0 �•- 5k1 _ Sq��-� 0 \ LOT T �iit� fir' �j� / •i p N7070' 7"E �0 v,10 I wF 9 3 , 6 2 0 s . f .. ; / �� o �, Y\ I LO TCHLINE / \' �r S '24'09"E `may. w'102 \ 109 A=90'00'00" 2.1 4 Ac �0 ® 38.46 9 ` DF NAGE EASEMENT L 54.98 5 \ �� / FAVOR OF TOWN / Tan 35.00 w o co OF SOUTH WINDSOR BASIN SIZED FOR 4.75 AC. I \ ./ > „ `�' h � ous LOT COVERAGE \ 35 F•Y `=41'�27 36 M7 ��i RIGHT TO DRAIN 8.97 AI w� J� n _,_ ---�" R=y70.00 �. / J�x �' IN FAVOR OF TOWN 8.97 AC. TOTAL DRAINAGE / \ o \ 10 STREET TREE O OF SOUTH WINDSOR (AREA) � L=123.01, � w EASEMENT IN FAVOR / p0 '� OF TOWN OF SOUTH /Ta4.34 �� \ Ox O w9� ♦ 00 \ WINDSOR 11 1 8 EXTENT OF B IN N68'21'27"W REVISIONS 5 9-23-03 revisions for rinal plan jas 4 7-15-02 town comments MHA 1 4-11-02 lot lines gbs 2 2-12-02 town comments RA 1 1-08-02 town comments RA 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 CONNECTICUT 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. RICHARD P. MARTEL 12882 LIC. No. 860.291.8755 G1 = I IRAPHIC SCALE �s� 40 0 20 40 80 a ( IN FEET) Professionals, inc. 1 inch = 40 ft. r Civil Fnainncare Plannarc Crlrvnvnrc • i'lC 165 south sntelltte road south wind ,r I DESIGN: RA I DRA W..• RA � CHECKED: GBS (RAIDRA W..• RA�CHECKED: GBSS ! ,/QR At/n , 1 _27. 3 i f)A TF• lUn t/P/Y7h P- 201)1 I server obs 1,'53 ` -� ,.R,�l9;riVG ,NO.: /J / /ac'_.„/12�.,-8to15 6 GRANTEE TnWN OF S. WINDSOR TOWN OF S. WINDSOR TOWN OF S. WINDSOR TOWN OF S. WINDSOR TOWN OF S. WINDSOR TOWN OF S. WINDSOR DATE FILED VOL. PAGE NOTES: 1. ALL MONUMENTA11ON FOUND OR SET IS DEPICTED HEREON. 2. AREA OF THE PARCEL IS 3,490,887 S.F. = 80.13 AC 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 09OD36 OOD6B. 4, HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. Z?. CVRVr. - AS UEPIUICU - tJ UAJED UN IHt AW; UthIN111UN. 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. 7. ALL PROPOSED MITIGATION AND STREAM BANK PROTECTION STABILIZATION TO BE DONE BY 6/15/03 OR PRIOR TO ISSUANCE OF 1ST BUIL:ANG PERMIT, WHICH EVE IS LATER. 8. ALL INSTALLATION OF MITIGATION MEASURES ARE TO BE SUPERVISED BY THE CONSULTING BIOLOGIST. 9. ROOF RUNOFF FROM INDIVIDUAL SITE PLANS IS STRONGLY ENCOURAGED TO BE DIRECTED VIA OVERLAND FLOW TO ADJACENT WETLANDS. 10, THE APPROVAL OF THE SUBDIVISION PLANS DOES NOT CONSTITUTE APPROVAL OF' ANY INDIVIDUAL PLANS. 11. ON LOTS WHERE BUILDINGS OR PARKING AREAS ARE PROPOSED TO BE BUILT IN UPLAND REVIEW AREAS OR IN WETLANDS, INTENSIVELY MAINTAINED TURF GRASS WILL BE DISCOURAGED AS A PART OF THE LANDSCAPING PLAN FOR THE LOT. INSTEAD. TRANSITION AREAS OF NATIVE HERBACEOUS OR SHRUB SPECIES WILL B PLANTED BETWEEN DEVELOPED AREAS AND NATIVE VEGETATION. MAP REFERENCES: 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) SOUTH WINDSOR, CONN. SCALE 1'-1DO', DATE: MAY 1967 BY CLOSE, JENSEN & MILLER - MAP NO. 527-B. 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1"=100' DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS, 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVF_NUE, SOUTH WINDSOR - SCALE 1"-40' - MAY 1970 WILLIAM J CARRINGTON,REG L.S. 561B. 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR, SCALE: 1"-40' APRIL 1966. C.D. JAY ASSOCIATES. 511A 5. PLOT PLAN - PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY SULLIVAN AVENUE, SOUTH WINDSOR. CT. DATE: 1-27-86 REV. TO 2-7-86 SCALE 1' - 1DO', SHEET SO-2 BY FUSS & O'NEILL 1666B. MONUMENT NUMBER MONUMENT COORDINATES NORTHING EASTING 1 871171.4375 1043498.5519 2 871191.7791 1043554.9985 3 870988.9539 1043628.0905 4 870968.6123 1043571.6439 5 870694.599 1043489.6882 6 I 870751.0456 1043469.3466 7 870660.6729 1043218.5687 8 870604.2263 '1043238.9103 10 870662.5894 1043098.2358 11 870794.9912 1042764.5496 26 870840.4322 1042744.9254 27 871109.5132 1 1042851.6928 28 871131.642 1042795.9226 29 871273.104 1042788.5599 30 871300.9029 1042841.7315 35 871312.1906 1043556.9461 36 871334.3471 1043501.1$69 LEGEND IRON PIN TO BE SET a► EXISTING IRON PIN El MONUMENT TO BE SET ■ EXISTING MONUMENT e EXISTING UTILITY POLE 80' UPLAND REVIEW AREA --- PROPOSED BITUMINOUS CURB ® INLAND WETLANDS - - - EASEMENT OTHER LAND OF SPERRY WOOD 4ITED PARTNERSHIP PROPERTY SURVEY/SUBDIVISION South 'Windsor Technologies Center Suflinvvan Avenue SHEET 10/ `-z -•?.:`!' ,,JX.. Yf.•i...YZL'1:..M.,.t:.Gl•.t•..iSY i:...,:3L.:i::.tY•U1ItdYiltda:iJLLis3Y_`.!.YJ.YL.GG:li::LS,IFSkYfi41UY:h.7LWUli.:CiWTIA`.L:.Gq.iul4:.nL'w'4..'1..fLti.>LIL`s:nviYtA:t^..'II.Y:+:.:UL...iY•T+UiIBS':'f:rit dl:nl'r,:L.:1S.:.R{+Lli.Si':.'BR..Ai"-0i1i.21:JLC.'.'Bf:Y.'.'-..:n'.tii2Yt.Q.:]ISa4L•-:wv..a..-'_"+".i.:'iL1A0i'.6rLt:,�tAL.&X" - i p.r:.L3i.,.:.,lL.�..... .a:,,18 p'lO `-..'.,•'v •:• ••••••• .,.L.f ".:Y.Lt.is .: :.r•• •,=1tiCLill✓.W:.::4'L:7.1._ - ..if..Gt..a .,._..,...b .... a RL.YL..S.II'.,.CRLi`7l qTf. 1'J '35ffi.ill.. �17SCiQSiFCJC',.v.9bL ifl 'L.: 'r^a i7S .lfoL'iA'LY/ ->-`-S.L •' •• .. w•y -. •. ,.,.•. -< .. .. t'-'.-.J3ta. n+...... NQ,Ii1QL ., ^.ASrLJ.iYa1L4GCa4 S,IiG19f0LA d +.PI'' 34�.y TL3iFNW '�Ln R.iA aK...k 9.-➢.. J ��g0 , 368 I o / I I lI o t I r� I o' i I� I- sj z�� n n� ��t I I i= I ~o I l CONSERVATION IN FAVOR a vs�v �U u �' { N I I OF TOWN OF SOUTH-,NDSOR I , ILn I! 1-11 84)40,3 �.f. { O / 7 �- / � { O I � . L TYPE GRANTOR GRANTEE N p 01 >b L0 1 8 STRLLT TREE SOUTH WINDSOR TOWN OF S. WINDSOR C? \ I o; w EASEMENT TECH. CENTER L0 TCHLINESHEET 62 1 A { ® f ' 1 t CONSERVATION SOUTH to ,� � 3 � � I J �4A=90 0 WINDSOR TOWN OF S. WINDSOR �00 _ I I 5 - EASEMENT TECH. CENTER L_ _ 10 tn I _ \ w - / 10 S.Y. I ) { 3 Q 260.00' 26 18126 LIMITED CONSERVATION S.WINDSOR TOWN OF S. WINDSOR "- -- -- -- '"" -- -- 0 - EASEMENT TECH. CENTER N / N S68'21'27"E �6 836.10' (TOTAL) fu�6_ _ 1 (n - -� Q to Ft U' 2O T i ,," DRAINAGE i AjEMuvT J. Y MKIMSVR TOWN OF S. WINDSOR 10 S.Y. I / LAND OF TECH. CENTER \ �jCOA 6 \ S RRY WOOD, ST P I GN- • ' I BAR 1 RIGHT TO DRAIN SOUTH WINDSOR TOWN OF S. WINDSOR r w {O ri 0 SPERRY TECH. CENTER i LOT 06 O I �q w OD,18,26 1" O / { 8 4 4_ 8 9 C f �� { o 00 4 15, 18 SANITARY SEWER SOUTH WINDSOR TOWN OF S. WINDSOR > } E; 15+Ob EASEMENT TECH. CENTER � I 1.93 A { z - }--�----- . I 93 / { �3 �� 10 SY { 0 �+ M12 S68 -- -- -- Ir-1*10- , - - -- S68'21'27"E 11 t 10 S.Y. - - - + { � o,- Q�0„ I � I � _ 35.00 ( L=54.98 -- L�O7 { Tan=3 $ `L M13 35' F.' 84, 576 s, f. n;CO � { 1.94 Ac 3 I � IN I , S67'08`422E 79.93' CI- o r o ,Ln to , N U o I W rn z�L� i Z \ 0 000 \ l 1 1 ` y t \ 1 01 \'n �31 N s ii x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o , LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE rn(-n P INFORMATION. ALL EXISTING UTILITIES SHOULD 10 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 01 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 IMP IMPRESSION SEAL AND ORIGINAL SIGNATURE \` OF THE PROFESSIONAL ENGINEL;:7SURVEYOR. S68'7_1'27"F 837.82' (TOTAL) 10 S.Y. 10' STREET TREE { w 10' f EASEMENT IN FAVOR { 1 OF TOWN OF SOUTH col I 0 a 0 WINDSOR �Lj�1:?� { F3EE LOT � I N E SEMENT z 0 TOWN M14 DSOR 9 '� 5 4 S . f . C 11+ 7.6 Al 06L42'46" i1=13' 1'58" M15 R=23L.12 Ac R=40. 50 ! L=26- Tan= 10 S.Y. Tan= 0.42R18_ 5'1 - _ 146..F 246.50' L-16'35' 9" rl 10 S.Y. N R=230.0 I R=1 / U'.00 r _ T r �=66.64 LOT o Tan/4229 MI6 7�x 8� Tan=335 N 24, 683 s. f. M17 f j O 1 G /4/ / /) I i .0 DATE FILED VOL. PAGE MONUMENT NUMBER MONUMENT COORDINATES NORTHING EASTING 11 870794.9912 1042764.5496 12 870739.221 1042742.4208 13 870719.5968 1042696.9797 14 870596.836 1042648.27 15 _ 870618.9648 1042592.4998 16 870561,5495 1042554.7869 17 870519.1565 1042597.2467 18 870352.6318 1042430.9839 19 870395.0248 1042388.5241 20 870356.9188 1042206.0397 21 870301.0766 1042184.0932 22 870377.9315 1041988.538 23 870433.7737 1042010.4845 24 870465.9573 1041977.2924 25 870376.9588 1041942.3152 26 870840.4322 1042744.9254 I I 1/ 10. S- Y. N o \ \� O S 68'21_27" E �' / '` LEGEND 201.39' / �� / �� (3 IRON PIN TO BE SET r o • EXISTING IRON PIN °�° i 10 S.Y.° CO a MONUMENT TO BE SET 40 , ■ EXISTING MONUMENT a / e EXISTING UTILITY POLE LIJ/ -- 80' UPLAND REVIEW AREA aA�2 I 1Lo, c�, / I PROPOSED BITUMINOUS CURB �25 ( y 1i1 1 I o I A INLAND WETLANDS CD o 11=01��ilO N I �, EASEMENT itNp� ilNi i�bi �z /� �J� z LOT M2 �; no a � I � � 0 4 3 s . f "' / "% � a / � '� 5 9 , NOTES: �1i�2 1 I L�O� �� `- I N 5 C) / \� 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED • � I 1 � � N � ,-- 1- ,•. �'� i HEREON. 1 3 L1 ) �� / `� ^ \� v 2. AREA OF THE PARCEL_ IS 3,490,887 S.F. - 80.13 AC 121, 529 s . f . 3 3 4 5 7 S . f . N 0 • 7 �� 3 0 / /�� 3. PROPERTY IS ZONE C -AREA OF MINIMAL FLOODING AS PER 34,906 s.f I 0.79 2.78 Ac 0.76 s.f. 0.80 Ac { 1 A TCHL. INE R_36,�6�'`4�40'41" L=43.61 Tan=22.58 I 0 ^8'17'47" �\ 1 �5 F.Y. 1 0 35 F.Y. R=170.00 1 / 0=45'-L==12.02 3 H 'E" �q E T_ Fy= 6 8.00 / R=60.00 10 STREET TREE Tan=6.01 L=116.66 M2 EASEMENT IN FAVOR Tan=7 L=47.46 OF TOWN OF SOUTH �63 Tc.-25.05 - WINDSOR 20.13'. 1_01.00' _ 88.99' M20(c' / / r M 3 N68'32'41 "W 210.12 TOTAL) 10' S. Y. l RSS, S67.52'07"E - - 19+97.5 19+00 Rood 18+00 a i 71-00 9 � 10' S.Y. 6' SIDE W6LK - - - 0.12(TO T L \ M22 39`15' T_ _ 120_00' T _ 50.97' 1s21 n 1 27 8'3 \ A 1918 -� M2 f�=6 .00 R=230.00 L=47.46 1 10' STREET TREE I L=70.15 Tan=25.05 1 EASEMENT IN FAVOR 1 0 To REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 5 9-23-03 revisions for final plan jas 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 GRAPHIC SCALE 4 7-15-02 town comments MHA SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 40 0 20 40 80 1 4-11-02 lot lines gbs TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 2 2-12-02 town comments RA ( IN FEET ) 1 1-08-02 town comments RA 12882 1 inch 40 fL NO. DATE I DESCRIPTION I BY RICHARD P. MARTEL LIC. No. FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER D90036 0006B. 4. HORIZONTAL DATUM BASED ON NAD'83• VERTICAL DATUM BASED ON NAVD'29. \ 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. 7. ALL PROPOSED MITIGATION AND STREAM BANK PROTECTION STABILIZATION TO BE 1-O' ST T TREE I�X % DONE BY 6/15/03 OR PRIOR TO ISSUANCE OF 1ST BUILDING PERMIT, WHICH EVER EASEMENT IN F OR 19 4.3 / \\ IS LATER, OF TOWN OF UTH / 7 B. ALL INSTALLATION OF MITIGATION MEASURES ARE TO BE SUPERVISED BY THE CONSULTING BIOLOGIST. WINDSOR 9. ROOF RUNOFF FROM INDIVIDUAL SITE PLANS IS STRONGLY ENCOURAGED TO BE DIRECTED VIA OVERLAND FLOW TO ADJACENT WETLANDS. M18 _ 10. THE APPROVAL OF THE SUBDIVISION PLANS DOES NOT CONSTITUTE APPROVAL / 10' STREET TREE �� {�� OF ANY INDIVIDUAL PLANS. O / EASEMENT IN FAVOR u znrc"u it. ON LOTS WHERE BUILDINGS OR PARKING AREAS ARE PROPOSED TO BE BUILT IN ,;--62 Z3 58" / O UPLAND REVIEW AREAS OR IN WETLANDS, INTENSIVELY MAINTAINED TURF GRASS x OF TOWN OF SOUTH WILL BE DISCOURAGED AS A PART OF THE LANDSCAPING PLAN FOR THE LOT. --J0,00 / �` iNDSOR INSTEAD, TRANSITION AREAS OF NATIVE HERBACEOUS OR SHRUB SPECIES WALL BE -185.29 �/ \ 1 r� �7 PLANTED BETWEEN DEVELOPED AREAS AND NATIVE VEGETATION. an=103.0 �s_ - - /� - -8.1 , 70 1 �s f �`-�.---- I . MAP REFERENCES: 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) / - " \ \ 1 LJ SOUTH WINDSOR, CONN. SCALE 1'=100', DATE: MAY 1967 BY CLOSE, JENSEN i Q 3c 3'42'S27 MILLER - MAP NO. 527-B. 230.00 \ 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD \ I RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO L=95.20/ \ STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1--10V Tan-48t29 \\ DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS, 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR - \P�� 4SCALE 1-=40' - MAY 1970 WILLIAM J CARRINGTON,REG L.S. 561B. / 00 S" \ 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, �6k / y SOUTH WINDSOR, SCALE: 1'-40' APRIL 1966, C.D. JAY ASSOCIATES. 511A h S 5. 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 SD-2 BY FUSS As O'NEILL 1665B. 0 25'18 37" LOIr �� 0 \ j__-__A'=230.00 \ L='101.60 Tan=51.64 62,1 14 s .. f , e_a 11 n n n r I A 860.291 • 8755 PROPERTY SURVEY/SUBDIVISION SHEET � esign Pat �� South Winds or 'Technologies Center IN r o f e s s i o n a l s., inc. DESIGN. RA DRf1 wr : RA CHECKED: vBS SuR R16van Avenue r'g V !C F1 PF J! 0esne. • I l ns "ers • C -, . /`tc /nR A//'1 �?S n n Tr. A1.. ,.., .... L. �J /1n9 ZA <.�Ctl±c L1,�1"dGi-.6 A 1 {gf.ft�0 J JCd! }":j �'Vf 5 • tdS.J j - ,vv.. 11'1 /C. /VUVC'///UC/ LUUI 165 south satellite road • south windsor • connccticut 06.074 0,4A ;1NC NO.: serve ;�jvb� !1253,'actiVa �1253_8to15 1 South Windoor Connecticut I / I J A A 10. S. Y. ✓ �• 63.44� / It J - 2�' � V20'45'04"c 49.1 25.07 0 5 I `iiSAJ IN FAVOR OF TOWN AINAGE EN EASEMENT 6 x SEMl O� SOUTH WINDSOR f Q \ (25 R.Y. . ` S> S6S'14'56" 5� 9 I 10 �,Q 8.75 /Q �5� 5 f f LOT 033 x0 j \� 82,538 s.f. f i" r N 0 `� f Cpr° •�P� �N S70'1021.36 ' 7„ p0 S 3 .5, Q `� , Ox I \ LOT e34 r �53� � / ��p�%� � h� N21.36' LL:f' � , s.f. r lr ti - c � �, �� 0=90'00'00" 2114 A c Q ` �!�'�s l� /�Zs �\!��:� ' S '24'09"E I _ iZ 38.46 _ L=54.98 B .� •` DRA NAGE EASEMENT" I `f Tan=35.00 � / '� ��° FAVOR OF TOWN / O h� OF SOUTH WINDSOR (OASIN�siZ OUS� 0' A26 35 F.Y.A41%27'36" M7 ro, MPER f O � - �� / R{GHT TO DRAIN 1 �•g7 AC. TOTAL \_-'____R=170.0O x / IN FAVOR OF TOWN OF SOUTH WINDSOR 1 TSO BEET TREE �, L=123.01 � �� Op A° .� �' f � AREA) 0 5o V EASEMENT IN FAVOR o \ OF TOWN OF SOUTH 1�a`F•,S4 ♦px + " WINDSOR B Q) R I -� 358.99' ,f XTFNI Ui B, iN�l-I5.7 w I o M I 11 N68'21'27"W0 lb } r 00\ ii I -� - i- � \ 1 O 15+00 14 F00 13w�� '��` 13-00 12+00 ° r, I r i*_ 5 1 �� o� \ ' I 64•'-26'43'48" f� z z Rom_ 30.00 d % L=83.22 ' I - i Tan=42.p-T M12 S68'21 27 E _ -s' SIDE LK 110.00123.99' 125.00' S68'21 27 E _ - S68'21 27 E 248.99 _TOTAL M9 r �„ DETEN-TK5N . BASINS AND Mil iGATION AREA �� \ ' , I ' - --- -- - - - - --- - - - - - P TINGS TO BE DETERMINED BY WETLANDS �p oy 00 0 � - - - 'STREET TREE R=230.00. , S 1 SOIL SCIENTIST OR LANDSCAPE ARCHITECT �0�,� ++ - 0 0 EASEIviENT IN F OR L=83.22 O L 54.98 OF TOWN OF SOUTH Tan=42.007 �O`� I 6 i - _ WINDSOR �, r \ 'P61•� M13 Tan=3r 66- j 35 F I i 35' F.Y. ` 35' F.Y. s 35' F.Y. 0 12 1 9 2 8 1 �� -0 1 1 u7� o'�t 3' ! I i ` r ?.78 S '09LIMITED CONSERVATION f I u I 9'1 "E �i \ � �� , �� -- 6.58T � EASEMENT IN FAVOR OF I W 1 l LW o 1 TOWN OF SOUTH WINDSOR 10, l O I 10 �I z� N �N ��0 44,814 s.f. 0 1 27,874 s.f$ z o 0.55 Ac I ,� I 1 i 1 0�_ A c10, o b \ cvl MI '�,�rog' N E SEMENT IN FAVOR 1COZ M141 0 TOWN OF SOUTH i J { " ( 25' R.Y. 1 25' R.Y. 25' R.Y. c 11+t 7.6 II A=06 42 46 f 58 MI5 R=2310.00 I I 0 S.Y. / ( � L=26.95 �- 10' 42 t Tan= • 146.58' 123.99' _-248.36' v,�i'Z / 284.76' l Sl'S68'21'27"E 803.69' (TOTAL) -_ S68 21'27"E 6� 803.6 (TOTAL) 10' o R 15' ,� S. N _ -1 '35' 9" T =66.64 I 6p 63 M16 �2x 89 Tan=33/55 f \tll ~ -tiIty -t'I / v M1/ �- f A)) 144, 072 s.f. 3.30 Ati�, - S. �1 r10017 5 "� CONSERV TIN EASEME IN FAVO11 OF TOWN OF / f / S7 '5 66'4 "E -,\,\P L I•-' 8 c p0 70 v � � R�'s• S15'03'17"V7\ � .N _� Y f 20.52' DRAINAGE.EASEMENT\'�,�2.21' \ / IN FAVOR OF TOWN OF SOUTH WINDSOR A-�24'02'35" 230.00 N74 '43"W ' L=,96.51 35.55 M5 f Tari-,;�48.98 FOND LIMITED CONSERVATION EASEMENT IN FA_VQ,2 OF \ \. a♦ TOWN OF SOUTH WIND OR MpOa S d 6E RE E �o �•- H Tell 11 J, 0�0 I 4.75 AC. ^OVERAGE \1Q� DRAINAGE ♦ 9 r LOT TYPE GRANTOR 'o 1-38 STREET TREE SOUTH WINDSOR EASEMENT TECH. CENTER i' \ O 1-4 CONSERVATION SOUTH EN5-7 EASEMENT , TECH. CENTER \� 6i 18 22, 6 ,33 J,1 VV S.51.3 , 36o _ / 18,26 LIMITED CONSERVATION S.WINDSOR Q / /1z 1 c \ r512- 1137EASEMENT TECH. CENTER j0, �\ �� 26, / LAND OF OTHER DRAINAGE EASEMENT S. WINDSOR Ile 'A /1`� / r �o�/ / SPERRY WOOD. OTHER LAND RIGHT TO DRAIN SOUTH WINDSOR O�Pv1 6 OF SPERRY TECH. CENTER 8,26 10 STREET TREE _ LOOT 5i1>�CSO \' L EASEMENT IN FAVOR �''.\\ \/. • •---�•.• - 14, 15, 18 SANITARY SEWER SOUTH WINDSOR \ OF TOWN OF SOUTH //' // f EASEMENT TECH. CENTER INDSORn �\` / / • • rD C-4s5 . r_F8 a o Q o�s�o spa asp ca► ®tea cac. u x 1. UNLEUS OTHERWISE NOTED, EXISTING UTILITY REVISIONS o o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 i 9-23-03 revisions for final plan INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 7-15-02 town comments 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 1 4-11-02 lot lines 2 2-12-02 town comments CONSTRUCTION. 1 1-08-02 town comments 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINFER/SURVEYOR. NO. DATE DESCRIPTION GRANTEE TOINN OF S. WINDSOR TOWN OF S. WINDSOR TOWN OF S. WINDSO^ TOWN OF S. WINDSOR TOWN C=- S. WINDSOR TOWN OF S. WINDSOR DATE FILED VOL. PAGE MONUMENT NUMBER MONUMENT COORDINATES NORTHING EASTING 5 870694,599 1043489.6882 6 870751.0456 1043469.3466 7 870660.6729 1043218.5687 8 870604.2263 1043238.9103 9 870606.8192 1043076.107 10 870662.5894 1043098.2358 11 870794.9912 1042764, 5496 12 870739.221 1042742.4208 13 870719.5968 1042696.9797 14 870596.836 1042648.27 15 870618.9648 1042592.4998 16 870561.5495 1042554.7869 17 870519.1565 1042597.2467 26 1 870840.4322 1 1042744.9254 NOTES: I. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2 AREA OF THE PARCEL IS 3,490,887 S.F. - 80.13 AC 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER FIRM PANEL 8 OF 9 - COMMUNITY PANEL NUMBER 090036 0006B. 4. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. 7. ALL PROPOSED MITIGATION AND STREAM BANK PROTECTION STABILIZATION TO BE DONE BY 6/15/03 OR PRIOR TO ISSUANCE OF 1ST BUILDING PERMIT, WHICH EVER IS LATER. 8. ALL INSTALLATION OF MITIGATION MEASURES ARE TO BE SUPERVISED BY THE CONSULTING BIOLOGIST. 9. ROOF RUNOFF FROM INDIVIDUAL SITE PLANS IS STRONGLY ENCOURAGED TO BE DIRECTED VIA OVERLAND FLOW TO ADJACENT WETLANDS. 10. THE APPROVAL OF THE SUBDIVISION PLANS DOES NOT CONSTITUTE APPROVAL OF ANY INDIVIDUAL PLANS. 11. ON LOTS WHERE BUILDINGS OR PARKING AREAS ARE PROPOSED TO BE BUILT IN UPLAND REVIEW AREAS OR IN WETLANDS, INTENSIVELY MAINTAINED TURF GRASS WILL BE DISCOURAGED AS A PART OF THE LANDSCAPING PLAN FOR THE LOT. INSTEAD, TRANSITION AREAS OF NATIVE HERBACEOUS OR SHRUB SPECIES WILL BE PLANTED BETWEEN DEVELOPED AREAS AND NATIVE VEGETATION. MAP REFERENCES: 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) SOUTH WiNDSOR, CONN. SCALE 1"-100', DATE: MAY 1967 BY CLOSE, JENSEN 6t MILLER - MAP NO. 527-B. 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1"-100' DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. 3. PATRIA lF ' ISTRIAL PARK, SULLIVAN AVENUE, SGUTH WINDSOR - SCALE 1''_40' - MAY 1970 WILLIAM J CARRINGTON,REG L.S. 5618. 4. THE SULLJVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR, SCALE: 1"=40' APRIL 1966, C.D. JAY ASSOCIATES. 511A 5. PLOT PLAN - PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY SULLIVAN AVENUE, SOUTH WINDSOR, CT. DATE: 1-27-86 REV. TO 2-7-86 SCALE 1' m 100', SHEET SO-2 BY FUSS & O'NEILL 1666B. LEGEND ® IRON PIN TO BE SET 0 EXISTING IRON PIN o MONUMENT TO BE SET ® EXISTING MONUMENT ® EXISTING UTILITY POLE - - - 80' UPLAND REVIEW AREA ----- PROPOSED BITUMINOUS CURB ® ® INLAND WETLANDS - - - EASEMENT PHIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30015-1 THRU 20-300b-20 860 • 291 • 8755 PROPERTY SURVEY/SUBDIVISION SHEET jos OF THE REGULATIONS OF CONNECTICUT STATE AGENCI'-S - "STANDARDS FOR SURVEYS AND MAPS IN THE ® �� STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE eS��n MHA SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 40 0 20 40 80 I , gbs TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. '- - l I g�/� �� IL �ndsor Technologies Center RA (IN FEET } Cprofessionals � � ■ ®V ■ DESIGN.• RA DRAY✓N.• RA CHECKED: GBS y7 � q° �ya� �\ �T �7� �W ..,.�ii��lLL.., ff�a��J RA 12882 1 111--,h -'r0 ft, St�Dkh V am Avenue enlSi e - -. .- gg a CiV`! Engineers • Planners • Surveyor, +^!S � ,��R .yn..: 12� 3 1 n.4 �- /lovemhP� 2001 118Y RICHARD P. MARTFI 1 1r, 6 ' . , .. . .... _ I I fii ___ ten_ Vrn7a _ o Ioo soutn satellite road • south wlndsor connec:icut 06074 i DRAlY1NG NO.: server/jobs/1253/aetive/1253_8to75 ! °UOUIEn wY111aSlis®te ®ffiII��C��i18� - :Qi.IIY�am,L i.. _YlhYtlGY�tfp.�t�ili'f3::7l:utNd'6W[Y6.As:lPiltaffr.YW.'lEiiMD:,Y:'JTC'F7:2W:tt .;YLA:_3c.i.S[dtS�L::::.�a.-.:... w74VjAzm.._=_•,m�x�.x...a.�a-...,T....,..., ,-. �..;. +.-_,.,-.-,13.�,�,�...,.-.r- S.�^.^[�-�:� --�_ .- 'T.�L7lG's;..'P�:TA:a'd:-:'Yd:JS.f3LLC-"Yti..:e '.. YSV' RRl::.�Au�;ZS._'r+,•e •••,'...i,5:tr:5i9Cti.:3'.MCSi"•i��.9:.5�75,L�3'i.c . - ---•�:2.�,t7.LiW ��:Siik.V2.J .x ='•�i' ,.l�i.0 luY4.A/iSIG.,:JIYACIli4J3aiSV'.6lY ti:f.�i'.:ti.:G'.:rAdEtu�J2Y.:X..1./94S36aa223."'IBriLdGiti..S 'ISG."-. .. ']G:111".i.MT:...11tli4n•�••�••'3Y.'.�:A.L.':iL'..i6l�wL'::1.23Cw^..Q.1t:LL.cBtf.atY.S�Y�-• - 'G.::•r3�.::i9:.1ps..i'Si'P.Q�i:.'f1:AFt.�Al:.:lAr:;.lYX.'JVilF4."'S��2. I5 R-QO R-�Y`/ 008 / `'X f \ `wINDSOR of SOUTH \ \ d TCHLINa H F, L= 43.61 4 185.29 �� \� �' Tan=103.0611 s i u,! 0 f. - - - -- -- -' - VC6 8'17'47" ----- +35 F.Y. i a35F.Y.R=170.00 �7o-45* L-12.02 �' ,' - 3'42'521. 8/ A C8.00 R=60.00 10' STREET TREE Tan=6.01 / � �-=230.00 / 8 L=116.66,• M2 EASEMENT IN A \ ` ` r�2 L=47.46 / L=95.20 \ c�- � `� Tan=78:63 OF TOWN OF SOUTH / Taa-25.05 - WINDSOR - - - - _ Tan=48./Z9 20.13' 101.00 _ _ 88.99' M20 ° oo0000 /J� M23 N68'32'41 "W 210.12' (TOTAL L10 S.Y. I _. � /19+97.5 o j S67'S2'07"E \` 19+00 �� g�� Road 18+ 00 % \ / \19 4g 1239.43' - - - - - - 17+00 S� , R 0 S.Y. j / �9R 11 r , 6' SIDE WALK 10.1 OT , A 5'18 37" TO _ _ _ _ R-230.00 \ T I i ` a M22 39_15 -- 120_00' 50.97' M21 J L=101.60 q�1 1� :�=17'28'32" Tan=51.64 \ M2 R=6 .00 L =70.1 00 1 I r , L=7o.15 1 6 2,1 1 4 s. f. -•I � � L=47.46 I 10 STREET TREE t O / Tan=25� 05 _ -- o EASEMENT IN FAVOR --�`5• o \ 0=98�44 23 _ /, 35' F.Y �-- OF TOWN OF SOUTH 35 F.'T' R-68.00 \ 36 51 46 I 35 F.Y. WINDSOR 1. 4? A c =117.19 I K 68.00 / I \ 0 o a T =79.25 L= 68.0 n 1 LID ID 0 Tan 0 U ,\ �- Q =8'39'231' I I R=68.0 nn 0158 �`' / 1 r nFN = " 1�0� lic�J o i ! I o0 6 J, 166 S. f. Tan 5.15 o �!� c� o C\Ii r o ,.a 25, _00 s. f. 00 2 N ;o� O I N N cry X' �i 25 44.- h/ 2 o =8'26 21 r- a b� U) I \ �,N d 3 6 I ' PROPOSED 10' GRAVEL R=68.00 `� 1 °' I I I 0 . / A C ( I 1 1 I Arrccc nplvc /crr I ., L=10.02 �I 0) �� ' u U. JU � z \ �i.N� j DETAIL) V s , t j Tan=5.02 cn � } I } / q -51 1 0.54 ( v � 0. 5 4 A C 0 -0� `� � o ( LIMITE CONSERVATION - EASE ENTIN FAVOR OF i TOWN OF SOUTH WINDSOR 25' R.Y. YI 25' R.Y. 2R.Y. I 5' I 25' R. p ` 59� PROPOSED 20' SANITARY SEWER EASEMENT IN FAVOR / OF THE TOWN OF SOUTH 120.00' I 291.58' S68'32'41 "E o WINDSOR 120.04' k N68'32W1.62' (TOTAL)' 216.70' 4� '41 "65o N68•324}.W 651.62 (TOTAL)' \ / l / - - l - - - S68'32'4 " EXT NT OF BASIN ASN r OTHER LAND OF / 6 h r N� g 5 35' F.Y. --.- �-_ -I / {BASIN SIZE( FOR 1VERAGE ��$ SPERRY WOOD Ccj'� PROPOSED, 20' SANITARY LOT CO •�j1 � SEWER EASEMENT IN FAVOR IMPERVIOUS. DRAINAGE s � I 35.59 AC. T�D PARTNERSHIP I OF T1-!7 TOWN OF SOUTH AREA) LIMI 1 l -I�� 6>�'I �i / _ WINDSOR ,' I CONS RVATION LASEMENT N 0ROF TOWN OF SOUWINDSOR h � DIRT ROAD I 1 vj 2 �23 6 NOT~ - S ------ ---_� ---'- -"-� LIMITED CONSERVATION \ �� -----__ 5 1. ALL MONUMENTATION FOUND OR SF.T IS DEPICTED HEREON. -�� /` EASEMENT IN FAVOR OF i ' 2. AREA OF THE PARCEL IS 3,490,887 S.F. = 80.13 AC ------- TOWN OF SOUTH WINDSOR 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 090036 0006S. I A 4. HORIZONTAL DATUM ASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. I 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINI,ION. o 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. 7. ALL PROPOSED MITIGATION AND STREAM BANK PROTECTION STABILIZATION TO BE �OU � MIS p DONE BY 6/15/03 OR PRIOR TO ISSUANCE OF 1ST BUILDING PERMIT, WHICH EVER 'uu U IS LATER. 1 f! B. ALL INSTALLATION OF MITIGATION MEASURES ARE TO BE SUPERVISED BY J THE CONSULTING BIOLOGIST. 4 9. ROOF RUNOFF FROM INDIVIDUAL SITE PLANS IS STRONGLY ENCOURAGED tf / H TO BE DIRECTED VIA OVERLAND FLOW TO ADJACENT WETLANDS. 0 10. THE APPROVAL OF THE SUBDIVISION PLANS DOES NO] CONSTITUTE APPROVAL I' OF ANY INDIVIDUAL PLANS. 11. ON LOTS WHERE BUILDINGS OR PARKING AREAS ARE PROPOSED TO BE BUILT IN 494,303 s . f. 3I _ N15 6 r UPLAND REVIEW AREAS OR IN WETLANDS, INTENSIVELY MAINTAINED TURF GRASS t>7 tL) O r WILL BE DISCOURAGED AS A PART OF THE LANDSCAPING PLAN FOR THE LOT. 11.34 A C ,t0 I N I Nr �k2 INSTEAD, TRANSITION AREAS OF NATIVE HERBACEOUS OR SHRUB SPECIES WILL BE j PLANTED BETWEEN DEVELOPED AREAS AND NATIVE VEGETATION. O in I i MAP REFERENCES: LOT TYPE GRANTOR GRANTEE DATE FILED VOLI 11 O � - 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN. PAGE AVE. (ROUTE 194) j Lil t N SOUTH WINDSOR. CONN. SCALE 1"=100', DATE: MAY 1967 BY CLOSE, JENSEN & MILLER - MAP NO. 527-B. 1 -38 STREET TREE SOUTH WINDSOR TOWN OF S. WINDSOR O 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD EASEMENT TECH. CENTER _ DIRT ROAD I RR. CO. FROM SPRINGFlELD TO EAST HARTFORD STATION 1161+60 TO V4 STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1"-100' l 12 1-4 CONSERVA71ON SOUTH WINDSOR TOWN OF S. WINDSOR 1 l O DATE: DUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. 3. PATRIA 1N.DUSTRI.A.L PARK, SULLI.VAN AVFNUF, SOUTH ynuOCOR _ 5-7 EASEMENT TFt_H, rFNTFR SCALE 1"�40' - MAY 1970 WILLIAM J r;ARRINGTON,REG L.S. 5618. 18-22, 4. THE SULLMN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, 25,26,32,33 SOUTH WINDSOR, SCALE: 1"=40' APRIL 1966, C.D. JAY ASSOCIATES. 511A 35-38 5. PLOT PLAN - PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY G�&p SULLIVAN AVENUE, SOUTH WINDSOR, CT. DATE: 1-27-86 REV. TO 2-7-86 SCALE 1" - too', SHEET SD-2 BY FUSS & O'NEILL 1666B. 18,26 LIMITED CONSERVATION S.WINDSOR TOWN OF S. WINDSOR , �OOJI 00 EASEMENT TECH. CENTER / 3� 26, OT111-R DRAINAGE EASEMENT S. WINDSOR TOWN OF S. WINDSOR LAND OF TECH CENTER 1 Nl MONUMENT NUMBER MONUMENT COORDINATES NORTHING EASTING 20 870356.9188 1042206.0397 2"I 8 /0,501.0766 1042184.0932 22 870377.9315 1041988.538 23 870433.7737 1042010.4845 24 / 25 SPERRY WOOD, ' ' ' vdF 6� � 33 OTHER LAND RIGHT TO DRAIN SOUTH WINDSOR TOWN OF S. WINDSOR r OF SPERRY TECH. CENTER 163 WOOD,18,26 1 14, 15, 18 SANITARY SEWER SOUTH WINDSOR TOWN OF WINDSOR LEGEND EASEMENT TECH. CENTER I 9 I w v 1 0 IRON PIN TO BE SET - y� 1 ♦ / r � o EXISTING IRON PIN o MONUMENT TO BE SET 25' R.Y. j ■ EXISTING MONUMENT --7 n / EXISTING UTILITY POLE i n n / / � 9 ( Tn T A 1 { r_l 1 -Lt `j Q 1 - - - � ... - gp' AND REVIEW AREA 1 I� 1 /� (� 4 2 Z ( 1 2 4 G--� � ---'- HHUF'OSED BITUMINOUS CURB I � �✓ i . � � -1 I -� L_ U I- - U V.J lJ 1 A ® INLAND WETLANDS d V\� - �`\ o ' 9 ,� EASEMENT S 6 1 2 0 2 -- -- - \V �o �R 1978.82' 2TOTAL 2F� KF� BRICK COMPANY INC.� WF 62'I �632 3 \ vdF -<X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY gun LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE co o INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PF _)R To CONSTRUCTION. a w 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. 5 9-23-03 4 7-15-02 1 4-11-02 2 2-12-02 1 1- 08- 02 NO. I DA TE revisions for final plan town comments lot lines town comments town comments DESCRIPTION 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 MHA SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. gbs TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RA RA 12882 BY J PlruARD P. MARTEL LIC. No. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET } 1 inch = 40 ft. 860.291.8755 Mot Ran esign ■ , o f e s s I o n e l s, I n e■ DES/CN. RA ORA GVN.• RA CHECKED: CBS • Civil Engineers • Planners • Surveyors • CIS joB No.: 1253 DATE• November 2001 1 f�5 soaI sate!lite road • south windsr)r • cnnnecflr-ut 06074 DRAM NC NO.: server,lfo-6sl12531active;11253__8to15 PROPERTY SURVEY/SUBDIVISION SHEET South Windsor 'Technologies Center SuRknovan Avenue 41 south - -- aaQEzxr..r - ��,:-s.�Tas}^-::;s..u.9r;as,L�.sa:•a�.,�:.•.s:ers;y.less:Y. __s: a;•�.cYr.>am:.T.W.9,aa..tt L-ra.s.,&;...s:,,r.:..c�:..�u;,tu:rc��:s rt,�.a..�ti ... .... Y:.aYrxv�� seln: �._s�s...:..�asas.„:�•IISY:.:rw^r;,• - ..u:...ac.,.:..�R..�.. �s::�,:xY��x�:: ::.aela::,.arr..... � _-sswa�:a=��.*.rr...:'s.a:�:w�c�rxs:u.� . A WINDSOR ].�q STREET TR F EASEMENT IN FAVOR M14I I 0W TOWNOF SOUTH C At 11 I }7.6 -- 225 R. Y.-- _-25- K. Y. 30=131'58" R=2.00 R=17 .00 MI5 L=26.10' 40. L5 TQ.42Tan= 146.58' 123.99' -.2/- 48.36' 10 S.Y. 8185' -- S68'21'27"E 803.69' TOTAL -- -- ' R 15, 10, S.Y. 50' o �0 947" 16'35f 9"10 S.Y. = 230.0 R=17 .00 p=66.641 o an 4?29 M16 �2X 89 Ton3�5 / 1 LC 7 S22 583 s. f. M,7 _ � � , Dn/ � � � } r� �, 144,072 s.f. 0 s `01 jr� •h ono Ac E / 5J / / \ At Ss r6''W CONSERV TIN EASEMEN IN FAVOR OF �TOWN OF -0- \ cpry o / o\ L U �• 0 qA 1 �2 284.76' ,IVA 803.6 -(TOTAL) �a0 � ,a �� • • � � '1` � vaF a � � 6 / \591166 / o1.35 Ac / M 110 �10' STREET iREE �\ ` � `_ / f / Cl EASEMENT IN FAVOR �� ........ \� \ / `WINDSOR OF SOUTH \ �• / pr3 6 `s / a \ 66A 66 / �� 66� MA TC.HL�N.E SHIMET 12 /- 3'42'52/ \ 1.87 A q -=230.00 L=95.20 61 A) Tan=48 9 X, "'jam \sow/o� / 7\Q s Pcrcel P 0 LOT M9 / OTHER LAND OF v==4 - SPERRY WOOD 62,114 s. f. 1.42 Ac , �,�6 ��v/ UMHTED PARTNERSHIP Y. A� crec 2,175,675 sq ft ;=!4 Ac. 1 \�_ A / _. 32 / -(V b5N CONSERVATION �T IN FAVOR OF //�� F SOUTH WINDSOR / o�/�'� .CIF ty Y / l / / J \ 6'N9 � ''tM { o 1 ! rn II O 5' rn 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD 5 4 �5 °' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD I BY A LICENSED LAND SURVEYOR PRIOR TO 2 CONSTRUCTION. 1 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. Ap, CONS RVATION EASEMENT IN F OR OF TOWN OF / ' SOU T WINDSOR !z-11 ...... .. REVISIONS 9-23-03 revisions for final plan jos 7-15-02 town comments MHA 4-11-02 lot lines qbs 2-12-02 town comments RA 1-08-02 town comments RA DATE DESCRIPTION BY 0 G 1 a5 r THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-30013-20 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. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON RICHARD P. MARTEL 12882 LIC. No. GRAPHIC SCALE 40 0 - 20 40 '10 ( IN FEET ) 1 inch = 40 ft. \t� 6a5 / MONUMENT NUMBER MONUMENT COORDINATES NORTHING I EAS T ING 14 870596.836 1042648.27 15 870618.9648 1042592.4998 16 870561.5495 1042554.7869 171 870519.1565 1042597.2467 18 870352.6318 1042430.9839 19 870395.0248 1042388.5241 GRANTEE TOWN OF S. WINDSOR TOWN OF S. WINDSOR TOWN C, S. WINDSOR TOWN OF S. WINDSOR TOWN OF S. WINDSOR TOWN OF S. WINDSOR 860.291.8755 ®sign . rofesslonals, Inc. � trivia Gnoinnnrc p��nnea.--�• Cflrva•a,ne. C'1C VIY11 L1/5111,ir1 V 1 UIIIIYY J J41 Y�YVI .i V�..7 165 south satellite road south windsor • connecticut 06074 DATE FILED VOL. PAGE DES/GN.• RA I DRA WN. RA I CHECKED: GBS I! I �/nR Ain ; 1 �5�3 Dd TE• A/n� armu 200 1 ! ORAWNG NO.: server/jobs/1253/active/1253_8to15 IN, e., 6g5 NOTES: 1. ALL MONUMENTATION FOUND DR SET IS DEPICTED HEREON. 2. AREA OF THE PARCEL IS 3,490,887 S.F. - 80.13 AC 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 09OD36 OOD6B. 4. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29, 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. 7. ALL PROPOSED MITIGATION AND STREAM BANK PROTECTION STABILIZATION TO BE DONE BY 6/15/03 OR PRIOR TO ISSUANCE OF 1ST BUILDING PERMIT, WHICH EVER IS LATER. 8. ALL INSTALLATION OF MITIGATION MEASURES ARE TO BE SUPERVISED BY THE CONSULTING BIOLOGIST. 9. ROOF RUNOFF FROM INDIVIDUAL SITE PLANS IS STRONGLY ENCOURAGED TO BE DIRECTED VIA OVERLAND FLOW TO ADJACENT WETLANDS. 10. THE APPROVAL OF THE SUBDIVISION PLANS DOES NOT CONSTITUTE APPROVAL OF ANY INDIVIDUAL PLANS. 11. ON LOTS WHERE BUILDINGS OR PARKING AREAS ARE PROPOSED TO BE BUILT IN UPLAND REVIEW AREAS OR IN WETLANDS, INTENSIVELY MAINTAINED TURF GRASS PALL BE DISCOURAGED AS A PART OF THE LANDSCAPING PLAN FOR THE LOT. INSTEAD, TRANSITION AREAS OF NATIVE HERBACEOUS OR SHRUB SPECIES WALL BE PLANTED BETWEEN DEVELOPED AREAS AND NATIVE VEGETATION. MAP REFERENCES: 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) SOUTH WINDSOR, CONN. SCALE 1"-100', DATE: MAY 1967 BY CLOSE, JENSEN & MILLER - MAP NO. 527-B. 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1"a100' DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR - SCALE 1'-40' - MAY 1970 W1WAM J CARRINGTON,REG L.S. 561B. 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR, SCALE: 1"=40' APRIL 1966, C.D. JAY ASSOCIATES. 511A 5. PLOT PLAN - PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY SULLIVAN AVENUE, SOUTH WINDSOR, CT. DATE 1-27-86 REV. TO 2-7-86 SCALE 1" - 1OV, SHEET SD-2 BY FUSS & O'NEILL 1666B. LEGEND 0 IRON PIN TO BE SET • EXISTING IRON PIN l-n Ad(OKII IAAGTIT Tr1 QG- QC-T \V1.1LIY1 1V LJL JL1 0 EXISTING MONUMENT e EXISTING UTILITY POLE 80' UPLAND REVIEW AREA ----- PROPOSED BITUMINOUS CURB • INLAND WETLANDS - - - EASEMENT PROPERTY SURVEY/SUBDIVISION onto. '�'�ind�or 'Tee�nologiea Center Sullivan .avenue 2aauth win&VT Connecticut SHEET 141/ 3S ` 51.30 6yc f COKSEWA AREA IH FAVOR �3s��F s 0.54 Ac 'Ta l r zaae vL - \ T n.za I y A-25 oor LOT TO163 37,108 s.f. / / \ •�' \ LOT r J �0.855� c i/ "�' `fir\ .szA M>o �o'D1,♦ ` los°aa �l } 4 ,o \ \��• .k \ 3-167:27\ 25,035 s.f.l \ ` \ ° Yh�� ,ra TAL Lor > 0.57 Ac v� } ro+.n. i sa• ' LOT "5 , \ //\ �b 1 �o sY. ,-0 S 3 89,929 s.f. q �17NSERVADON AREA IN FAWR 2.06 g c �6A1 OF Tom+ OF SGUM W,NDWDK •�° UTa.vT( � I k LOT �� / ' Tan-8.4$ $ $ �19 20,825 s. f. p 41, Lw- 0.47 Ac II -AM 314.3a � 7 OF mUm wA°¢+ N89'2iY29'W240.1s 10, N; F GERJER SCIENTIFIC 8011m 71 nr2a'OY3a' a mum vmort ••'•• S. f. I ro �i I J " LOT M/ s',�'*� / �o^d�4 � r � � - i / 6,I POND 82.538 s. f/ �. � ,� /._.._-- venom ' y 1.80 Ac / (� / `OFF' SWTfl uOsoR � IOIF- e0itl,l 1- Z f \ �" `.` i{t\ �'rii,P k4g° �` ov'---..•.. .....�/• �, / f. I \ LOT I_ 93,620 s.f.2.14 Ac 'a y - -a•xrsa• � " 35 F.Y. R-T70.00 6f'7 AC. wm i.-12J. / / ar mum tseeott �� 1� � � NaazT•27tir � / ' 1�� 1 r �,M cP�/ I 1.f. I S �awo �aao �Mi �awo �2+ao' m� Fj \ / /it/� A710N EA .f/ _ --7Fi WNDSOR - Tm-42 T10.00' T2Afl9_ T2A. .4a�f3'48' / .°�••�'`••� NOS TO DETERMIWD BY 11E11_AllDS 8 '00'00' LR„gy �°Q L SC€71nST oR UPIDSCAP£ ARtl°IECI .Na . a - ss.0o ca sou zo LOT 4nG w Tar 39 F.Y. �I 35' F.Y. 3y' F.Y. 3S• F Y N o 1 21 , 289 S. f. s.f. I8 1 j / \C s LOT 0" 2-.7q\8 Ac UNITED CONSERVATION / ` LOT \ TON OF SOMM MDSOR ,, I 1 LOT jg4 049 f.{I �° .� T ,. 24, s. � f ..:,� 4�1� N �I� 0 44,814 s.. 8 27,874 s.f 2 a 0.55 Ac 1.02 Ac '_ as coral T� I _ (� 0.63 Ac �, OAI of sovm 4 lea .+ 25' R.Y. 25' R.Y. / 25 R.Y. .°e •.n LEGEND O IRON PIN TO BE SET ® EXISTING IRON PIN d MONUMENT TO BE SET EXISTING MONUMENT © EXISTING UTILITY POLE - - - 80' UPLAND REVIEW AREA PROPOSED BITUMINOUS CURB A ® ® INLAND WETLANDS - - EASEMENT � d So .> 1 \P S.Y. 10 fool ` N/F MAZURE MITCHELL W. (Al t BEVERLY J. rT a rs j Q s A -Ts T$a R. Do •� /.ate 4d " ,a' �,, �T �' �' yp \ \ CO IW T�. 4 T0f" T4awaa' 123.99'1 248.'8' 2a4.78' r 1r+ ¢� an%C (TOTAL) �i= � W& O'OTAL) 4to8 10' S.Y. / / '(I` 2ao ( a /j L «° fi° ♦ �' 00 11"T to T �s a 4-4& a6O ' �•h �.�q I $ �� {P ,� T a'1 .,p0 To 7a+ / d KI'� to - AI N 40 LOT a$� ' \ �� / '" „° • VP( N N/F DOROTHY CHUCHRO 1,1A 07'? c f / +'°�' w're % girt A �y °P ON ,a - eW _ Z 3.30 Ace 41a ` .r / ,� �+ �,......-._......-_..... e+° ~»�'" / s�°'Fp 4 4 ,„° 'f� A' 'f � °1 1 COI ICfI F ' \1vy' / \ ,t.id �.h•Q to a0% 8 i / �. �� TO gA K . T . L J - �n - 0 J `\35 Ac 4 / ro� LOT M � r�m y� 81,707 s f. 23000 ~ 1.87 A .�: !' . - -"SEMW 14 At tPly Parcel P LOT > r� /�01 OTHER LAND OF / \ tPERRY WOOD 62,114 .424Ac f / �� LIMITED PARTNERSHIP rid �� ,s •�, / / area 2,175,675 sq ¢t \ 49.94f Ac. •" �� / SEE NOTE #6 •r O to mi l` °°' ' - f » - ." ' ..... ., _ ... _ 4 .� S67'03 09 E 1243.31 NOTES:- 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. s°` 2. AREA OF THE PARCEL IS 3.490,887 S.F. - 80.13 !.r 11 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 090036 0005B. 4. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. � 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFIF'!TION. W 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. 8 � 7. ALL PROPOSED MITIGATION AND STREAM BANK PROTECTION STABILIZATION TO BE DONE BY 6/15/03 OR PRIOR TO ISSUANCE OF 1ST BUILDING PERMIT, WHICH EVER IS LATER. 8. ALL INSTALLATION OF MITIGATION MEASURES ARE TO BE SUPERVISED BY I1j Cfl THE CONSULTING BIOLOGIST. DO 0 9. ROOF RUNOFF FROM INDIVIDUAL SITE PLANS IS STRONGLY ENCOURAGED 17 N TO BE DIRECTED VIA OVERLAND FLOW TO ADJACENT WETLANDS. N tys 10. THE APPROVAL OF THE SUBDIVISION PLANS DOES NOT CONSTITUTE APPROVAL z �a OF ANY INDIVIDUAL PLANS. yy 11. ON LOTS WHERE BUILDINGS OR PARKING AREAS ARE PROPOSED TO BE BUILT IN UPLAND REVIEW AREAS OR IN WETLANDS, INTENSIVELY MAINTAINED TURF GRASS a �+ .r d' WILL BE DISCOURAGED AS A PART OF THE LANDSCAPING PLAN FOR THE LOT. INSTEAD, TRANSITION AREAS OF NATIVE HERBACEOUS OR SHRUB SPECIES WILL BE °pD Ca, PLANTED BETWEEN DEVELOPED AREAS AND NATIVE VEGETATION. MAP REFERENCES: 1. PART OF ESTATE OF ELLSWOF"4 SPERRY, SULLIVAN AVE. (ROUTE 194) SOUTH WINDSOR, CONN. SCAL.L 1"@100', DATE: MAY 1967 BY CLOSE, JENSEN & MILLER - MAP NO. 527-8. O 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. ALE 1' DATE:A�INDUSTRIASTATIL OF ALUATIONAVENUEENGINEER,BOSTCM MASS. OFFICEK, 3. P, SUANOUTH OR� SCALE 1"+40' - MAY 1970 WILLIAM J CARRINGTON,REG L.S. 561B. 4. THE SULUVAN AVENUE INDUSTRIAL PARK, SULUVAN AVENUE, SOUTH WINDSOR, SCALE: 1'®40' APRIL 1966, C.D. JAY ASSOCIATES. 511A 5. PLOT PLAN - PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY W SUWVAN AVENUE, SOUTH WINDSOR, CT. DATE: 1-27-86 REV. TO 1 2-7-86 SCALE 1" - 100' SHEET SD-2 BY FUSS do O'NOLL 166613 IN 2 .n° -OR mai g AL ow3NAGE ,rm 07 CNI vAn ¢ °N N N MOSOR / e3° Z 0 / ° „o N/F KF BRICK COMPANY INC. 4 sa I o / o tfp N tp DO DO •1 ' R . Y. 2 5' .a „s _ _ -r 202.65 � -- -- -- __ .57' � _ � 9 71 2-81. 45 _ Q7R R`i' T(1TAt 1 rt" \P sd° Ea �I^i7• '`ii"�'•� e - - -- .�G �l �-,1 e r'1r C�F"Zn'�� i v•vL yH V I r-NL-/ /, I - - V �JV J�J L `J N/F KF BRICK COMPAA'J� 5A0 OBE ---� MONUMENT NUM''R MONUMENT COORDINATES NORTHING EASTING 3 870988.9539 1043628.0905 4 870968.6123 1043571.6439 5 870694.599 1043489.6882 6 870751.0456 1043469.3466 7 870660.6729 1043218.5687 8 870604.2263 1043238.9103 9 870303.8192 1043076.107 10 870662.5894 1043098.2358 11 870794.9912 1042764.5496 12 870739.221 1042742.4208 13 870719.5968 1042696.9797 14 870596.836 10ar2648.27 15 1 870618.9648 1 1042592.4998 16 870551.549511042554.7869 17 870519.1565 1042597.2467 18 1 870352.6318 1042430.9839 26 870840.4322 1042744.9254 27 8711 C9.5132 1042851.6928 28 871131.642 1042795.9226 _' 29 871273.104 11042788.5599 30 871300.9029 1042841.7315 LOT TYPE GRANTOR GRANTEE DATE FILED VOL. PAGE 1-38 STREET THEE SOUTH WINDSOR TOWN OF S. WINDSOR EASEMENT TECH. CENTER 1-4 CONSERVATION SOUTH WINDSOR TOWN OF S. WINDSOR 5-7 EASEMENT TECH. CENTER 18-22, G5, 26, 32,33 35-38 18,26 LIMITED CONSERVATION SAMNDSOR TOWN OF S. WINDSOR EASEMENT TECH. CENTER 26, OTHER DRAINAGE EASEMENT S. VONDSOR TOWN OF S. WINDSOR LAND OF TECH. CENTER SPERRY WOOD, 33 OTHER LAND RIGHT TO DRAIN SOUTH WIPE- -jR TOWN OF S. WINDSOR OF SPERRY TECH. CENTER WOOD,18,26 14, 15, 18 SANITARY SEWER SOUTH WINDSOR TOWN OF S. WINDSOR EASEMENT TECH. CENTER I LV151UN5 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. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. p 12882 RICHARD P. MARTEL LIC. No. GRAPHIC SCALE 100 0 50 100 200 860.291 • 8755 ■ esign &rofesslonals'�� 7 9 Civil Eng;veers • Planners • Surveyors • CIS 165 south satellite road ' south windsor • corinecticut 00074 5 9-23-03 revisions for tinol plan jas 4 7-15-02 town comments MHA 1 4-11-02 lot lines gbs { IN FEET) 1 inch = 100 ft. 2 2-12-02 town comments RA 1 1-08-02 town comments RA NO. DATE DESCRIPTION BY � -;a r- ) NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. AREA OF THE PARCEL IS 3,490,687 S.F. - 80.13 AC 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER FIRM .'.NEL 6 OF 9 - COMMUNITY PANEL NUMBER 09DO36 0006B. HORIZONTAL DATUM BASED ON NAD'83: VERTICAL DATUM BASED ON NAVD'29. 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. MAP REFERENCES: 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) SOUTH WINDSOR. CONN. SCALE 1"-100', DATE MAY 1967 BY CLOSE, JENSEN do MILLER - MAP NO. 527-8. 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1"-100' DATE: JUNE 30, 1915. OFFICE OF VALUATION ENGINEER, BOSTON, MASS. 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR - SCALE 1"-40• - MAY 1970 WILLIAM J CARRINGTONAEG L.S. 5618. 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR, SCALE: 1" '0' APRIL 1966, C.D. JAY ASSOCIATES. 511A 5. 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 SD-2 BY FUSS & O'NEILL 16665. LEGEND 0 IRON PIN TO BE SET • EXISTING IRON PIN d MONUMENT TO BE SET o EXISTING MONUMENT -G- EXISTING UTILITY POLE CO.) PROPOSED UTILITY POLE _ = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE EXISTING SANITARY MANHOLE AND PIPE --C�}- PROPOSED SANITARY MANHOLE AND PIPE PROPOSED WATER MAIN AND HYDRANT ® DUMPSTER PAD ROOF LEADER - s - SANITARY LATERAL - W - WATER LATERAL --a39 EXISTING CONTOUR -C33EI- PROPOSED CONTOUR X6L9s EXISTING SPOT GRADE PROPOSED SPOT GRADE r� SURFACE DI:AINAGE FLOW DIRECTION - - - REGULATED AREA A A w INLAND WETLANDS - - - -+ SILT FENCE CONSTRUCTION LIMIT - SOILS EXISTING TREE LINE rYYYYYYI PROPOSED TREE LINE rzzz WETLANDS MITIGATION AREA ® AREA OF WETLANDS IMPACT OWNER / APPLICANT SOUTH WINDSOR TECHNOLOGIES CENTER, LLC 312 DEMING STREET P.O. BOX 1149 SOUTH WINDSOR, CONNECT' BUT 06074-1149 TEL. (860) 644-2197 �-<x II II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON F;VAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. m 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/SURVEY-R. __ - .- -_ �s�-!3'- . _ •3 YLL:fIMG.l.:1':',15+. ."FFL.'Vdi<: •••�'T•w7.• _ �S�N3`•••.-> cii(i�s�. ..u.a[Lia::3:75 Na:T1s6X=LirNuiPl:a'1GUA ULLo,VA N / N-U�_ I I I -_ I { 1 I 2 N68'11'07"W tWSNE�2° �� POST _ - RAIL FENCE 205:4.0' , ' 35 F.Y. �{ "F01 - :LOCATE UTILITY POLE 1 Q0� MA S68-21'2 "E ' 201.72. TiCHLI11i8 { 7 ' I r I \ S , I , .Q) CON_ RVA ION AF % f� OF TOWN 0 Ol DRAINAGE R - U R , S L / "Ma I ENE GS ON 0 w��6 4=05 3'02' #12 k B ,$5 �� 2p 07 nn-3� g to '� oS OSE r';: o 0 / wik5 N { °° Svg��E Pv�P PNO�� 146,092 s . f . R=23Q 00 ` �s o oa w 1 0 / 00 z -\A P�G�OSVR NON PROP 8� ` `O RO FZ �S ENO NO ��• 1L; I Tan=10.v_- ® \ 9 ^ . 1 Q G BEN OAR E ENE P�R�� w�6� 3. 3 A C 2 / 5,' �, 2" \ \ �p vd�2 �" __--�N�R 193,234. s . f N 0 �GOR�� V��o 8�.p�5rL' \ o \x M, -- 4.43 A. C K' t u5 `n' DONS ��'1 5/� O'S7'58 ® 3 �� O 10' STIR ET TREE N 1 1 I �6� / / J/R��30.OQ A.i ♦ EASEM TIN FAVOR 0 6 ! ,5� L=844 6 .\ `\ csal �` \MN TO R OF SOUTH w w�6 Tan-4 56 0 3 w�2 N68�Q5'28"W w /� ' O , \ \ 2 \ PERFO A D / / w-- ---- --- oc�g / 1 ^ 347.77' 10' STREET TR 3'Z. \ �i \ ER D AIN / NQ ii IN FAVOR OF TOWN OF SOUTH • \ \ `� \ )• 9 ,,,/�� WINDSOR �,�'� N0�0r -- -- -- -- - Jl7O VJ �O C _ _ __ __ ---- / /\\ r r •rN\ v' �J \ // /�O CD to GJ� 503.94' wbo �j�� 6" PERFO C `0` UNDER DRAIP F N REVISIONS 5 9-23 3 revisions for final plans Jos 4 7-15-02 town comments MHA 3 ;-11-02 lot lines gbs 2 2-12-02 town comments RA 1 1-08-02 town comments RA NO. I 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 CONNECTICUT 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 RICHARD P. MARTEL 1-1- NO. GRAPHIC SCALE 40 0 20 40 80 ( IN MEET ) 1 inch = 40 ft. f 860.291.8755 Aesign ,.._A_OWL _...:_...__._.. _ :r__ s ('ivil Engineers • Planners • Surveyors • CIS 165 road • south 0E074 To�ogrM.1 ptiic P( n DESIGN: RA I DRA WN. RA I CHECKED: GBS ✓OB No.: 1253 DA TE:• November 2001 DRAWNG NO.: server/jobs11253/activeII253_16to23 �TION ARE IN FAVOR �,rn OF SOUTH WINDSOR '0 Q4- N 00 Q0 I � � \ \ \ p N { Z { 195.11I' ! S68°21'2�"E 1 { { w5`'9 >: i I � l01 '4 S68'19'29"E { 88.50' I 57,036 s. f : \ PROPERTY SURVEY/SUBDIVISION SHEET South 'Avyindsor Technologies Center I 1 6 SuR110van Avenue 1 4 T \OTWOEXTENSION INCS'IF) OTHER-WORK REQU{RED-dF-(4\L STF N /F WH ! LC f?_- 507.44' r / l r - 10 ik,K A` IA N �- - ' It N'u w i p H SWALE �~ Gs'� daJ c,.b CON RVA NON AREA IN FAVOR � L07 Ou �pJ OF TOWN 0 OUTH WINDSOR 1 � / �59 ��N ARP ��N �� 14 6 0 9 2 i ' 00 `� z 0 R p� g� , S . i ER�� NOTES: ! - -� �51. ALL MONIUMENTATION PAR EL FOUND IS 3,490,887 S.F. DEPICTEHEREON. 3 AC 3. PROFIRMPERTY PANELS61OF 9NE COMMUNITYAREA OPANELMAL NUMB NUDING AS PER MBER 036 006B. i ! O ff: GONS�R 4. HORIZONTAL DATUM BASED ON NAD'83: VERTICAL DATUM BASED ON NA 9. ` 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. III II j MAP REFLKENES: 1. PART OF ESTATE OF ELLSWRTH SPERRY. SULLIVAN AVE. (ROUTE 194) - + / SOUTH WINDSOR. CONN. SCALE 1"=10', DATE: MAY 1967 BY CLOSE, JENSEN (.�` N68'05'28"W _ MILLER - MAP NO. 527-9. �'— - — — — - — 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARfFORDIRR. CO. FROM 347.77' Vi STATION 1214+40RTOWN OF SINGFIELD OUTH YA DS R, STATE OFF CONN.EAST HARTFORD STATION }SCALE 1'a100� Q DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. r C' 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR - SCALE 1"=40' - MAY 1970 WILLIAM J CARRINGTON,REG L.S. 561B. I M �/O [[� cc_�� rr�� yy_�� Q _ �lk6g 4. THE SULLIVAN AVENUE INDUSTRIAL. PARK, SULLIVAN AVENUE, j �'^` C{� S6800528E SOUTH YONDSOR, SCALE: 1"=40' APRIL 1965, C.D. JAY ASSOCIATES, 511A OD N S. PLOT PLAN - PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY ' M SULLIVAN AVENUE, SOUTH WINDSOR, CT. DATE: 1-27-86 REV. TO - ' 6 2-7-86 SCALE 1" 100', SHEET SD-2 BY FUSS & O'NEILL 16668. ( II NyDc�� 503.94 I , I CONSERVATION AREA NN FAVOR OF TOWN OFNWTH WINDSOR co I @ -S� \ �5 / N , LEGEND Q 0 IRON PIN TO BE SET C) O \- • EXISTING IRON PIN a MONUMENT TO BE SET ■ EXISTING MONUMENT 0 n II C e EXISTING UTILITY POLE II 'II it p @ PROPOSED UTILITY POLE a-, -i 1- �Fj3 _ =M= = EXISTING CATCH BASIN AND PIPE ' PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE \ EXISTING SANITARY MANHOLE AND PIPE ---(s}-- PROPOSED SANITARY MANHOLE AND PIPE o 1k�j2 CONSERVATION AREA IN FAVOR PROPOSED WATER MAIN AND HYDRANT / ! , OF OWN OF SOUTH WINDSOR ® DUMPSTER PAD —R.L.— ROOF LEADER — S — SANITARY LATERAL ` r' 140.41' — W — WATER LATERAL --538 EXISTING CONTOUR j ` j 1 S72-01'43"E ---?Lg}- PROPOSED CONTOUR / t�� CONS[ x6m EXISTING SPOT GRADE PROPOSED SPOT GRADE .� SURFACE DRAINAGE FLOW DIRECTION - - - REGULATED AREA A A INLAND WETLANDS -- -- - -+ SILT FENCE CONSTRUCTION LIMIT SOILS rvwYvv E' 'STING TREE LINE r-r w� PROPOSED TREE LINE r77-,� WETLANDS MITIGI T10N AREA ® AREA OF WETLANDS IMPACT I l I I \ t 1 \ OWNER / APPLICANT WINDSOR TECHNOLOGIES CEN1 ,LL� 312 DEMING STREET 1 l 1 P.O. BOX 1149 SOUTH WINDSOR, CONNECTIC�, 06074-1149 TEL. (860) 644--2197 n In /1 S68'19'29"E j 88.50' a 3 0 / \ 1 93 234.' s.f.A� h��;, '.T TREE 4.43 AC s ! r IN FAVOR OF SOUTH / !� A. ro bc .01 57,036 s. f.-. s, 1.30 Ac X, / =230.0 / — 0.96 T — 5. 58/ / A=25'k'00" — 230. @ \ =101.83\ 37,108 s. f. / T=51.76\t 0.85 .Q C / 6" PERF RATED j DER D AIN \ O 3 . RCP / A-=-90'00'00" n 'zc nn 19 ki ]972i'S].'3'?'1.adP,fi£+a-•c•:.2L1:.:3T1iCi'G.T::,G'SSS:9C9CSY37i-YES:�-'S:I➢.'9ffiti�'.liJl3i7fiS.°Y�'S".'SeTC2}tl'Lt-.i"Sc-59L'w7JC,VSB!',2St4.lP:S.'.t:fZeN: V,L[la✓77iTC]:isfi'1tri-YiAiiLtti[:db3]'d:..-: JCSWS"Xtf':SLYS _Yf"''_I'id"d.�-. :. - - ' 5 Z ' F -- - f ` S 21 40'15" W �l t� - l -_ 1 t-ic ` J 2 \ 5 Flx�j 8� 358 OTAL __ 6S68'19 20 E p 0 24.23 -- = - -- 88.50' 27.99- 39.50' •` - - \^ ..,_ ..... 372. - - l �- � � 1'4 '1 " - - ` _ _ _ - - - - - \ _ EXISi(NG ' IT( -',' 1 tl 1 f`� _,� �- - 3 24.35\ DRAINA , . - - - 1 Q S.Y. 19� 1 -% - ram- 10 •• _ - _ _ - >. Y 1 .t10 sj`0 �• �� , . .; - ,� - , „ �. � . �� - ','�. �+;--�•v;�--�'^ � ? i - SWAL.E- - ' - - - - - - - - - ✓ / I / 1 �� .. t _ A- NT '-• r •---•----y -I ' "e i \- 1 E IS EXTENDED. PAVEMEREMOVAL, GRA ING, r�.>6 - M3 1g \\ 2 `-,SEEDING, EXTENSION OF CONCRETE SIDEWALK AND ALL 41 \ � -41'2 '19 OIT\HER WORK INCIDENTAL TO REMOVING CUL-DE-SAC A E =170 0 j P REQUIRED UPON STREET EXTENTION. l o c, =123.1 j�O`� � u CONSERVATION AREA IN FAVOR LA 1 P e 5 -CO F \1 , - OWN OF SOUTH WINDSOR \ 0-5 I �I- ? = 41 °2 1119 `� R,e 3 2 , 4 5S ��y, 'LOT e36 T n -- 87.11), a \ >0.74 ` \ `1 0401. N \ 3,54 Ac I q . ) 9 , ) `-t-/ �� \ \ \ j� \ .G.O� \ 1`. \ - 1 # �� R" P\R ORATFf� UTH -c 4/� 4.43 45,344 s.f. NOTES: 1.04 �\ =�j / 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 1 . 0 4 / \ �- \/, p , 2. AREA OF THE PARCEL IS 3,490,887 S.F. = 80.13 AC j\� \ \ \'. �Dc i ��j / ( r T 3. PROPERTY IS IN ZONE C - AREA OF °,4INIMAL FLOODING AS PER i+ �S• 0 \ \ / N 1b. / Q� `- FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 090036 ODOBB. t 4. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. \ 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. �� 10' STREET TREE p ('1 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. \ / 'fJ d S 10' SJ fF \ S{ `n� ` \ \\�ASEMENT I VOR �' (��( �) O MAP REFERENCES: 2 \ \ \ ty \CO" LOT 29 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194 EASEMENT IN FAV R ti D F TO F SG' \ .� S \ SOUTH WINDSOR, CONN. SCALE 1'm100', DATE: MAY 1967 BY CLOSE, JENSEN de OF TOWN OF SOUTH \ �� J \ 9- R ` MILLER - MAP NO. 527-B. WINDSOR \ / S % \ r �. �+ � 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD ) c { J RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO \ L_ , 2' •J J f J , STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1*-100' / i \ V• \ /s t9- L \ / �' DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. \�� 0� ils► / �U 0.54 ' \ /I /\ - / , ((�/ 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH GWINDSOR 1 \ 57,036 / 52s CONSERVATI AREA IN FAVOR `t fl r SCALE 1"b40' -MAY 1970 1NLUAM J CARRINGTON,REG L.S.LS. 5616. \ - \ E3 O \ ;'/ / t 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, \ \ �-�\rn OF TOWN SOUTH WINDSOR \ � i 1 `I I I SOUTH WINDSOR, SCALE: 1"m40' APRIL 1966, C.D. JAY ASSOCIATES. 511A s, 1..5 0 A c / 0 6" P �JRA� D > \ 8n ��`t-"-° 5. PLOT PLAN - PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY UNDERD IN \ �- \ f D '/' / { Y, SU 2-7-LLIVAN AVENUE, SOUTH WINDSOR, CT. DATE: 1-27-86 REV.TO .6 �}t\/ 2-7-86 SCALE 1" = 100', SHEET SD-2 BY FUSS �i O'NEILL 16866. ' 1 \ Mao A=12'4 '40" / r 6'. P 39 ti \ � �\\ \ s. \ -1 �- 2 5 2" o \ =230.0 �j �\ \,=230.0\ T - 5.58� / \ / ,�1 �� \ \�'\ \ mod �M \\\ '\Ta 9025\,/ / I, P 28a' SM , - \\ A=25• 'oo" �,011 � S� !)b , 1 ` \ - �,- \\ -230. 7 Q \ . \ va�,2 j \ o \\ {M� y 01.833 3 / , 1 08 1 S. f . \ �vJ21 J � \ � P Y39A �j � C n QI ° p r' c`I{ 1 ; \� \ b o- % 25'43 40 L i�, 20 �� 4 T =51.76 �'s �\ - \ ,- \ \�, 0.8 530.0 o \ �g2°� A=\70'0 '14 �` \ do X \\ L 103.28 - CB 28X� o \ �; 6" PERF RATED 0 �� ' / \ \ \ 170.0 \ �p Ta=52.52` 2 \ , \ S f , Y! a \ \ l L 1 b 7. \ 0 1 / \ I DER D AIN / /� 9� �A5 \ �cj`L� 'I �1 TAL\ L # \ . \� / A L a S' Q, ti �\ Tan-208.0 \ \ z P B 3L\ A= 4. '14' 37" �\ \ �p c, c' ENE ENE �\S P� R GN � � \ \ � 1 ` cs g 1 R=170\00 �\ C \ .' gam\ - �� E vN°� S s . �- \ \ \ BB 3 i �' 71 ` L=146.1 ®\ R2 5 i5�g �'L AMP �OFF�C� i x �' f O\ gM #g� \ \v \ �NS�PN �\ OF Tan 77�1 �\ 5` P B 27 _ sMF #1 I \ 10 s. r. R,a 11 1 58 _ �r S67'24 39 E 1 PC #26 .::p ,n R=230. 0 9 LOT S35 l - - \ i -44.8 1 \� ' / , / \ \ N3 5� 1 I 15 Q/ > 9• 5.27' n=22 52 45 LEGEND 6" P., .FORA 10 S.Y. IRON PIN TO BE SET UN, ERDRAIN , \ EXISTING ) �1� O°' CONSERVATION AREA IN FAVOR A=05'41'5 526 t N a �7 C , M28 + M27I I 89,929 s. f. / �, GONSERVA _ `� 2 (o J 007 Q 2 U ' M I I o MONUMENT IRON BE SET I I wjS5 POLE ^ ( g 2 . C �5t�� / `�F TOWN OF SOUTH WINDSOR \ts5 - j L �, o EXISTING MONUMENT / / \ Tan=8.46 \ ' j Z, / °� PROPOSED ED UTISTING LITY POLE - i I I �. 4 R � � \ � A=19 °53 " � / ► 5"43 � �l i - ' 6" ERFt;, .A I a Z o0 I O - \, PC #35 / 230.0 20)82, > 8 L S ° f • _ � = EXISTING CATCH BASIN AND PIPE UNDER DR Q I te) I a) I / N�3 ` R=170.00 as I � PROPOSED CATCH BASIN AND PIPE 1� ( In 1 STREET THE 1 =103.2 „) ',,'TR r` L= 59.03 h / �n / IOp I 1. I z I NT I1V FAVOR 10. S.Y \ • \ � \ I 52a Tan= 9.82 /,�' /P B+ 6' n=52 53 0 a 4? A c �� I , r OFLI05A(pl -�P-SOU-i1:l- J 1 � PROPOSED STORM MANHOLE f Q RIGHT TO DRAIN' EXISTING SANITARY MANHOLE AND PIPE ILL I c0 b\°� _ I WINDSOR _ / - - S68'21_27"E / _ �tk6 ) 2 I �. \ 172.44' C` - _FJ2 _ _ 5M #17 / % / , -CSi-- PROPOSED SANITARY MANHOLE AND PIPE f n) SMF #8 _ r--,� IN FAVOR OF WN / L0o I 314.56' S / i �, / �5�2 \ S68'21 27 E `// of SOUTH DSOR S69'14'56"E �� l S7 6'4 >U( �1 `n - ` -�►- PROPOSED WATER MAIN AND HYDRANT `PJ N _ _ _ - �,� 63.44 /10. Y. / , » >> --- - - _ - ------- ___ - -,� C #35 bAo 4 elf \ N69'28 29 W ., r-='- - ,-- N20*45'D4AINAt�t�_` I i\. >�;. I-. ,`.�- / r-"� �_ �` �/ '1 \ r / /1�� $k6 DUMPSTER PAD i' I w � - - , { ol; I v1 I" I ° \ _ 24�. 1 J " 25� - . '�\ % I ' �^ -R.L.- ROOF LEADER �07,�� 6 -��`� ,'�� 1�J - S - SANITARY LATERAL ._ / NV S, 5'03'17" �' , - w - WATER LATERAL DRAINAGE EASEMENT / G \� - '\ a ! F <. J� ' -��-- EXISTING CONTOUR v�5 -•�� \IN FAVOR O'F TOWN � �/ Q /P OP. �3Ir 18' S g-, W ` I 2 \ 0\ 1 "� --EMU]-- PROPOSED CONTOUR J R S69'14'S6 a `?' I r h5 • r SOUTH WINDSOR 7' 1 RCP DRAIN GE EPaSEPriENT� 21 /� / , / ° 5« IN FAV OF TOWN �' 8 _ - / /1 r. / P / ✓ _/ /A �nn•nn'-7c" OF S -T14 WINf1Sf1R 1 _, tSF cvrc'n cony r1DAnr .+ CLV i /- - • 'v `i .i .i `i` t - / //\ \�' \ v...,.. i w I L L`F .... , X`60-5 EXI - ING SPOT v,\r,vv_ �• \5� `N PROPOSED SPOT GRADE I/ Q\ Q /// �23000 N 4•�,' '" i nn /\ r . / e � SURFACE DRAINAGE FLOW DIRECTION 9 S . . 10 I I I I ,IdS� O '\� ' " ,� - �48.98 ,' • _ _ - REGULATED AREA 6' PERFORATED d �' S �. ✓ §� U DERDRAIN SM 16 , A C ai � ! - \✓ \ PERFORAT D" ' / ' �(� � ,' IPONP �0 INLAND WETLANDS ! I I I �- - i / IiNDERDRAIt `/ �x ,� / '�' \_ \ t SILT FENCE a ! I R �j R �\ IMIT / I r �iF _ I \ 2 ) 5 `� g^ / E t ' CONSTRUCTION LIMIT - - \- I \ o / - _ / , - " �i / EASEME IN FAVOR OF 10' STREET TREE P it( Q CE3#3 / 6" ERFO ATE 1 'U TH- A%I` [D OR , t \ 8A� SOILS _" tTa-f* 04.0 C [1? �tk2 '1 ��j 1 CJ A I / `, / �i� DERDRAIN` ` ' r �j �' ` � I � rn'� EXISTING TREE LINE -,r •rr,,,n, -1 ,r i I� li �, - , . i � \ '7,. `�i V� ' _ GL --..c� % \ 7 \ � \� \� . F�`!. �P� Z 't,v ,-Cl . \ •�.- • � _ yr I vrnv yr avv i n a , o i i ! ✓ cr - _ _ - '`�-�., E 9 / O \, L \_ - \ rvww-n PROPOSED TREE LINE -NifR1'T56R- � o �I �� N \ \ / �'� PCB / Ooj ~��.. \ `Sp, � t \ , ,; � \ �10 I� E.� �F, �, - _ _ - �,'' O `'I �1� I + N �P\' �,\ �� ; ? , , - ��Q�� G _ �\ - ' _ _ WETLANDS MITIGATION AREA \ \ CEO �F� o / I- Co144 I� \ , �p .3 \ ( ,,' . RE�� gyp' / - - _ _ r , �- I s o / .\ g �V\ \ -Ky� ' V L" \ t ® AREA OF WETLANDS IMPACT to �n o m ZI S.J o . I a d1y10 -`2�' LOT M1 /� r� n 1 �'\° D „cor SkuIMENT s \'t , , \1 r\t��Icn / A nnr In A A{T I I n�,., V;_� I 1 a I.� 1 / l I C; �\ ' I!!�/hr!!! 111P!!� r /` \� �O /r/ ---- , i ®4 I \ �. , 1 . / - ' �\,v G� / v �/ ' �' / / 1N "' 00 ' FOREBAY� \ Y� 0,�\ / , .\ _ , I, ! _ v VYV IVGr\ / Ar-r- LILHIN I `n�it�.� - ®�' �� / S �/ 1 �,� 1 -'� UTH WINDSOR TECHNOLOGIES CENTER LLC 00 l�=90'00'00" - 2 2.1 A L � \5j, -• � T -® 8 / �,-/ „ .... , - - - -I- 312 DEMING STREET f i `S' ' 6 ® ' ` I �v �� '� o / OF U TSOR / %� �\i\' ` j $' P.O. BOX 1 149 z - N I Tan-35.00 ` ,i�r �' i' #34A vq. �� / h� I ( ` Z„ �� I ` �iT =41 2736 MI ca�� / ! T T AIN , _ SOUTH WINDSOR, CONNECTICUT - - - IEET 26 35 F.Y. 1�- R=y70.00 o `I' i Ilv F V OF , a ` , - 191' - o \ 10 STREET TREE ' . / 4 ; / C O NDSOR �h\ 0 4 1 149 '-1 _ _ O LINE E3 I ! I L PE WITH z+ \ \ PERFORA o 5 Tan=64.34 / X c �0 o EASEMENT IN FAVOR L=123.0j. \ p/ 4k O� 1 r �� \ + ,� i\ t \\.Igb , TEL. (860) 644-2197 Ur'DERDRAIN + ` WINDSOR OF SOI�iN_ _ _ _ _ _ /� / F' �/ �� / �\ / 12" F Jl_ ti P OF TOPSOIL� - - �1�\- - - -' - �/ �� Ot�' J �� \ 0 I HER LAND OF cTno rrrt I_ rn \ ' ,I- ��i ��'' _ . / �� r�iJ /� ON T E E3 0 K D OF _ '. > r I P 9 \ �_ -� -, Ia / �� Ov \ BASIN (�F I \ - .* oua I r , - - ! l - SPERRY WOOD LL B R f - - - - - - 358.99' _ I _ _ M10 T :. PCS#43 / S #1 / / Q\� ASIN �� \ ` \ \ \ J1 , - - w' 11 „ o - \° �� 8 EXTENT OF B N i `l , t , ,' _ IM ED PARTNERSHIP LJjN68'21 27 W �. t - �p 1Io t \ - M PCB#20 - - - - - - - -'gC�R \\ \ / N, - _�s9 8 t1-11-03 i' R DEP COMMENTS GdS -I 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 SUBDIVISION PROPERTY SURVEY/SUBDIVISION SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE rn 5 9-23-03 revisions for final plans jas b o INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE � ■ ��O�Q��O ��(G; p�[� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 7-15-02 town comments MHA SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 40 0 20 40 80 es f n 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-11-02 lot lines gbs TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. South Windsor Tet; ologies Center BY A LICENSED LAND SURVEYOR PRIOR TO 18 CONSTRUCTION. 2 2-12-02 town comments RA ( IN FEET Jrofessiohalsi N c■ DESIGN. -RA DRAWN'RA CHECKED: Ct3S �t�� 7�� 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1-08-02 town comments RA 12882 1 inch = 40 ft _.. -- -- _ -- =s C'ivil Fnolm-t- c Planners Sttrvc-vnrs • C:IS JOB No.: 125J DATE:• November .2001 IL I IMVKtJbIUN SEAL AND UKIGINAL SIGNA IURE - �..... - ..a... _. _ _ / - .. -- - - -- _. __� OF THE PROFESSIONAL ENGINEER,/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MAF; •, L LIC. No. t 15r". south satellite road south windsor • connecticut 06074 ORAi1I/hC /tr0.: server �Ja! ^ /'?5',/rCfi`/^ 1125,7 "6`.02� e• _ „ eerr ��: ,.zss�zaoe� �eerrss�e,e _ _. _. _ ._ ,_ -- f - - wag r 7 Ls,J g NO I 09 �' 228 15 RCP O 0.98° 84,489 s. f, 001 1. i IF SMH #6 1 15+00 4 `�- / f - 1. J /-+ C 1 N Z I 290' 12° PVC SDft 10 S. Y. I PCB#171 PCB 1- o -- -- _ S68'2_1'27"E M12 6' SIDE 56821 27_E _ _-_ _ - _tr 110.00' O r c i .6„ PE 90°00 CN 10 S.Y. cnI'. o i 35.00 uNDE / I _ - i Q '-=54.98 ' [SOT OCR � I - , j G j Tan=3 . - � � f I w © MI5 35' F.Y. / \ " Q /j % a I �I I 6" PERFORAI LD , \ / / 8 `"i' � / 6 s f a f� �� o I UN ERDRAIN ' ° I �06 I `� A ' 14 U ' r ` .' , ANI 67'08'42"E + CONSERVATION AREA IN FA R w \\\ OF TOWN OF SOUTH WINDSOR 1t '.._ ..-..S vvSin..... a t/..�a.t6 r.aS.L .T,L i}e:.AM•16Y..S...iJSR+•�...!9Wi.'X..E,.J.�71.,R. <4C5,.,1T.fi.hl.IfL1':t�.. i..b°. �Yt:S.%..M -. L...uC .tl✓i..r. 1111 Y•ld X£ ,i f. u.Sl.lY. 'tw.. eY: .0 ..N.. t' � .--L r1Lt.•X l4 LtYS.A i�ItrJ.W! ..tSi'.�fSJ :E1LYG.4le'A.<..L-_lN4�t: b`. i..uYdVIC. 3Qi180,Yih�iZ1.II37L4^P.._ • ... 17?R'�+ ::Ian. '1�R�TO�bi2a ^xe�rg�z��arar:u ...+-.r: .. „�.,. y -.� ,�.',..SL.. ..•tIW4'�(tY••••• .uL.Z,fi'.J:.,'.i RtS:L.eLY.b:u3l..A4 ..MVi+itVd WSYL.II4�ICr_Y.1JFa;..Li�Y.COA',.1L.C:::Sillt, %L..2LJiL:'2�.6KN�.lif � •VLfa'.�.t,�.ii ...:.,IL?L...•L'd(Y.l@L'11S:rii}aV;{� w�go w f I O Q � CONSERVATION R_.'A IN FAVOR o w�� U u Irt,�,r ,�I o �I O m N OF TOWN OF SOUT NDSOR �`' o �' I z 84,40� s.f. C31� I j \ N Lo �D E/ w �6 C j1ZHo II 00'00,. LO TchyZINE 971 Go t R 3 0 t_1_ \ / 10 S.Y.L0 6p.. Tan=35.00 - __ _- 2 Q N - _ - - -- 1 - 568'21'27"E 3�° 836.10T�-i-ra�� - ': I , ,? "1 PERFORAT o t L IU J.Y. I o 1 '\ \ ��- /. U DERDRAIN Ir P 9 - -- -- - -- - �� STOP IGN 1- � B,R--- I / 1.94 A c o�C", L� Z �1�•� I / ' o Wg IL ' 10 S.Y. 10' -I , ` v ') o I If;, r - ` l ►a i CO N I 1 r 1 0C S68'21'2 /"E 837.82' (TOTAL_ _ _ _<- w - - 248.67' - " I v'� - ---- ' O N ! z ( r` 27,874 s . d w - --_ O � I 1 10 S. Y. 10' STREET TREE w i + i 10' EASEMENT IN FAVOR r) I I I 1 +` 9 0.63 /� C OF TOWN OF SOUTH ca g cO{ I I I I I/� J! , o LOT y WINDSOR In 1 i �y cv i � I E t SEMCENTT N FAVOR o$ a0•, Z 0 TOWN OF SOUTH M14 r W� DSOR { ��2 92,354 s . f. C = 11 7.6 A=06 1'2'46" ° y LEC^ND vJA=13' 1'58" l f R="� .00 4 \ " 2.12 A c R=17 .00 MI5 I ,I L= 26.95 0 IRON PIN TO BE SET L=d Q 5 10 S' � ' 0 EXISTING IRON PIN f _ I SM # I _ Tan= ; ` e 146.58' - - - o 10 S.Y. Tan= 0.42R,�5 S y oEXISTING MONUMENT ET 1 , EXISTING UTILITY POLE S68'32'41 "E (TOTAL) 4 , .00 _ 906.05 ( _ - _ _ Y _ - - 2215' PROPOSED UTILITY POLE r ' - - - , _ = EXISTING CATCH BASIN AND PIPE - - , r 101 00 � 246.50 Pc 5 „ P, t 356.19' p^` ��_ _ _ 101.00 101.36 - ��Q '47" -1�'35 9 , PROPOSED CATCH BASIN AND PIPE .�� 10 S.Y. _ - =230.0 R-17 .00 �16 _ � � PROPOSED STORM MANHOLE L-28 52 M 6\ �2 / Q / Tar6�33 55' EXISTING SANITARY MANHOLE AND PIPE 1 - 25 R.Y. �\ \ 25 R.Y. ( �$ 25 R.Y. 25 R. 1'. I n �� Tan?4.29 s / 1 / ' r -CS}-- PROPOSED SANITARY MANHOLE AND PIPE 5 I 1 �-, 51ir� ° n� t ', i W�1g yw� r 6" PERFORAYE / // 2 N R P i L 01r �vu� LS PROPOSED WATER MAIN AND HYDRANT '� , + , I I NDERDRAIJ / ! % �; , I 2 4 7 6 8� s, f - / Q M17 �c ® DUMPSTER PAD j c O / /.; / ^� �'`� `i> 0-Rg _ ROOF LEADER I t I ( O . 6 A ti / , 14 SANITARY LATERAL W WATER LATERAL `a r 7 --ate- EXISTING CONTOUR 3 - 3 PROPOSED CONTOUR � '-['}- CO OUR O 4 Cn g J , L / 10. S.Y. / o / 6' PE FORAYED \ \ X6L95 EXISTING SPOT GRADE Q ^0�J ND DRAIN to I- I 0 S 68 2 ! 27 E , PROPOSED SPOT GRAD _ _ ea a E (n It 1-.� 201.39 ^> / 1 / /, " S SURFACE DRAINAGE FLOW DIRECTION O ` 0 N / / Y O I I O -- / / q / r \, _ ... _ .. _ REGULATED AREA -� I - t s / 10 S.Y. e o \ CO / > �' .®_ A 1+�► INLAND WETLANDS PV4•'a 7• - -+ SILT FENCE .Y_A3s� CONSTRUCTION LIMIT t , �6c �26 _ i - _ ` _ - 11'`r �� ✓ (- ; ,-,.� � 1y1 r�_�, r �� 7i,' _ V�� r - SOILS EXISTING TREE LINE + �' --------- - ----------------- -- j ��• / - 6 Z � \ w� � � ' j \ ----- ------- - ----- --_-_----------- � _ ( ( o p Oq, a ° 41 / I rYwyyv-% PROPOSED TREE LINE A2 C o p ° O ©� g l 41/- /,rj J LO r a WETLANDS MITIGATION AREA 00 \ 4� N (� tf? ` ` �- 1 Z 4 pc p / XOp / d �� . ' AREA OF WETLANDS IMPACT 0 4 N d I ! L(� v� Z P , 1 I O U� h/ `� N `-1� Oy J `/ C>=©�' '�3 LOB'° �� N, o Q �I 1 L10 33.243 s. f. 59,166 s. f. 1 1 1 N r7 ` t j �� )\21,529 s.f. N1 0.76 33, 457 s. f. 34 906 s. f 0.7I �,�: 0. 76 s. f. 0, 80 Ac 1 _ �� sI .� ! 1 � 1Q FFT TREE' r��/ N � S 1 IN 19 / \� 2 �� EASEMENT C NOTES. STR_- t OF TOWN OF UT 3 / 1� I \`Sri ,? 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. WINDSOR / SMH 4 U r6 2. AREA OF THE PARCEL IS 31490,887 S.F. - 80.13 AC # , S , 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER G90036 00069. FO TE % / 10' STREET TREE i- 1 , 4. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. LIND Dg IN • / CACC'ACAIT I l cAvnn LO LI `[- 20a , \�- 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. , „ % V � G/1JGMGIV 1 ITV f"f1YVR - I�-36'44 41 j ,' o= 62 2b'S8" P #1 Y y/ // \ OF TOWN OF SOUTH g 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. rr �� F �/ \ R-LZO I R= 0.00 INDSOR , MAP REFERENCES: J y. / 2 ••• _ , 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) I� I 1 TCHLINE . _ _ _ _ L=43.61\ -185.29 rp / O• -SOUTH WINDSOR, CONN. SCALE 1"-100% DATE: MAY 1967 BY CLOSE, JENSEN dot , , , �S 1 1 1 I �9 ® °1,- P 12 ® 5% 8 1 7 0 � f . AR -A 4: MILLER - MAP NO. 527-8. {I t t Y =22.58 S 1 I Tan =103. S \ r 2. RIGHT OF WAY AND TRACK MAP THE NEW YORK NEW HAVEN AND HARTF R _ ..�./ rim _ k�CR'I It'�!r`I70R 1'R R. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO 1 , , --' - + , �35 F•Y' g 35 F. r R=170'00 g I`� / \ 1 d A NEAR STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1"-700' r / / 5��C'� / A '42 52 c , DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. } l `� , - _ °- 8'17'47" - L=12. )2 / C' 3. PATRIA INDUSTRIAL K it ;', \, I _ '- >Q 1� PROPO�,ED: PLAN L PARK, SULLIVAN AVENUE, SOUTH WINDSOR - t 8.00 \ o _ 10 STREET TREE T = 01 r �3 JC' 3 00 / ' SCALE I*-1' - MAY 97 IRE 19i, \ �� t / \ R-60.00 an �. R / Q, lx \ a , ( A 1 0 WILLIAM J CARRINLIVAN AV L.S. 5618. L=11 = 7 46 EASEMENT I r , ?� / =95.20 ! SEE NOTE 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, q12 6 OF TOWN OF SOUTH I SOUTH WINDSOR, SCALE: 1"®40' APRIL 1966, C.D. JAY ASSOCIATES. 511A w � 10 - 8 63 3 \ X / 1 / PCB 10 ^ 7 Tiii� 5. 5 N SO _ �, 1`Z °�� Tan=48 9 \ 5. PLOT PLAN -PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY # S' a %Ir / P ' SULLIVAN AVENUE, SOUTH WINDSOR, CT. DATE: 1-27-86 REV. TO 101_00' \ ri _ _ ; h1;'Oa' 9 f i '�• --- kQ� M \�S"rr 2-7-86 SCALE i" >a 100', SHEET SD-2 BY FUSS do O'NEILL 16666. 7 M 3 -21 b.12' TOTAL �6 / PE S TED 68'32 4 W ) t _ �9 -155 24" RCP @ 0.5%' -•- � t - g t15 4 9G -24 RCP �a O.Si t "/ „� - - - �' / PCB # hOi 10' S. Y. 1, R5s` ` r\ r�, \ -, - ` _ ' j ® - - PCB #4 t , " 19�1 97.5 SMH 3 ` :� 18�1 00 a RCP t S67'52 07 E _ _ _ _ ► # , 19+00. o.a� ° > 12" Pvc - 5 ® .22%"r.+-i•� SMH 2i Now% l�'\9' 9 AREA 5;/ OWNER / APPLICANT t, t w 239.43 I t �� 17+ o _ �,� S L LOCAT�N: NOF -- PROPOSED: PL�SOUTH WINDSOR TECHNOLOGIES CENTER, LLC 10, S.Y. � � r �' - - - - - - PCB #6- - - - - - - Pc6 s' _ n--25• -;, �O� � °� �\,' / SEC 312 DEMING STREET 1 (l1.0% ` , ► - �° I E w L- _1 ., 2 10 \ / RE( P r \ o 6 S D _ - - - - R-230.00 \ P.O. BOX 1 149 P #8 s M22 9 1 ' 50.97' Iv''1 ' L=101.60 10' GRAVEL SOUTH WINDSOR, CONNECTICUT 7 8 2 Tan=51.64 ACCESS DRIVE \ r �� / A + 6" ER OR T e 06074-1 149 6" P RFORAT � � R=230.00 \ j � / 1 \I + t, l UNDE DRAIN \ PCB #9 63 / M2 . 0 UNDERDRAIN J ! q � 1t ' =47.46 10' STREET TREE J `f3 t t t Q \\ 5 , EASEMENT IN FAVOR \�i• wiF. 17•.T.A �7�.. / \ Tan=25J.- 0 _'-t I fT^- nr Tn1.M1 nr nri,Ti-1 I p fd a tt-tt_G� PFR nFp ry)MUFN7S f:RC {" 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 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE t f' I I OF THE REGULATIONS OF CONNECTICUT STA." AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE L= 70,15 __Ian5 o c INFORMATION, ALL EXISTING UTILITIES SHOULD 5 9-23-03 rewswns or ino p ons 1as STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE 4 7-15-02 town comments MHA t BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 40 0 20 40 80 w " 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD I TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 3 4-11-02 lot lines gbs BY A LICENSED LAND SURVEYOR PRIOR TO '• CONSTRUCTION. 2-12-02 town comments RA ( IN FEET , 1 p 1-08-02 town comments 1 RA TI-IIC PI AN IC INVAI In I INI FCC IT RFAPC TI•IF I )PRO I inch = 40 ft. IMPRESSION SEAL AND ORIGINAL SIGNATURE --�� oY OF THE PROFESSIONAL ENGINEER/SURVEYOR. -, �.1•wlsOve"� I4fO. DATE DESCRIPTION � �71#C�" AlmSL^'-"- I BY "�3E RICHARD P. MARTEL LTC. No. RASA ��3"^ .$3'+!': ,�+•�"S."'^' a . _ _..,..: .- 6 21 4 • f . I N\' TEL. (860) 644-2197 1 f-) A , 860.291 • 8755 PROPERTY SURVEY/SUBDI VISION PROPERTY SURVEY/SUBDIVISION SHEET �S n `�opogmphgc Man 9 South ''anchor Technologies Center Professionals, ine, DES/GN:RA DRAM. RA CHECKED: GBS SuRR10 an Avenue ' e r•_.:t r__x_____ _ ne______ _ c.___.__.___ _ J-4cc ,na AIn. 19'�77 nnrr. A/ .. A rnnl A 4j1 \.1WIi a11vT'ine- rs " U Iii67n r5 a SUrti � ors- • \--?,> vvu 'vt,•., r s u I JG. rYvvrr,it,'cr Lvvr 165 south satellite road south wind ar can;,_ ticut Or 07; DRAIY/NG NO.: ser\prj fobs �1; 53l'ac_tite/125�_16to23 "G' �'� ��°'��ID� �!Q� 1`fi.y��'il�� / -A�U� —�� ...x. I —;�- -"11'. " �=-. � - �.N . -� AU*..�.r �:- - '" al4lje�..:� . A4�2,; �V� C� -4. . FAI i I It.ju IN U DO U -71 S69'14'bbE S7 10. Y. .61 N69*28'29 FCH C 0) 0 N20'45'04 I �n 249.1,3 7 01 Lj to\/ �1 5*0317 W, N DRAINAGE EASEMENT 7 20.52' / .pi5�`� \ ` r -___ \IN FAVOR OF TOWN -001 2-5 O� SOUTH WINDSOR 7 RCP SEMENT-----�-' 61) S69*1'V5 " /I / IN FAV OF TOWN / . . I / �,q —3 8 /5 A=/�64*02'35" OF S TH WINDSOR zOs G&230.00 A6'4W 'z 0, N 35.55' 9 -N - - - / L,-,\96.51. - - I '.* 10, IL I I �3 `Y0 - - A - -.z - - Tan 48.98 IIw1 6 PERFORAED� M 16 61IUNDERDRAIN PERF RAT I Vo el, - X, / 1�', z I I .. Q0 UNDERDRAII\ 1�1 q), PWATIONI 1,6 82,538 s.f. IM ;I \ 1�4 0 . . ... . -\EA,SEMEN-e IN FAVOR OF ERFO AT-N TO SOUTH- -Mr�D� 1 .�9 Ac CB#3 ,R 4 DE RAIN @ 2 6/-/ 2 4 e"" R C P Ld -,r / h6 ' \ 0tyO G C) + 00• CB X, 3 \ . RED 0\1111-, to 01q: 0C C) x x 01 I I'D �0 ^:, U7171- L0 0 -y -0 LOT 6�34 c) I LO in A X SEDIMENT C) -01 1 L� "Oe, el 93,620 s.f. Tn- y R ULVERT FOREBAY IN .00 LC) S nc) 1`�) �� E cr,�Al � � 2100 1 A--90*00'00" 2,14 Ac 7 \< ^00f z Mi I I / / \ j 0 NV C - I 0 T x L=54.98 SOR Tan=35.00 #3 A ASIN SIZE C. ( z 1/27'36" IN 0 —7 2 z 04 6 R=170 00 IN F V n" 8.97 AC. I R A o —a 135 F.Y. -S—TREET TREE 10 0 NDSOR AREA) ATEJY EASEMENTINFAVOR x L==! 12 3. 01 OG '\ ' % '6 J- - ' '' \ I \ r` 1 \ ` /! '\ ` \ \�g� ` :RFOR 0 LINE I E- PE WITH RDRAINJ I OF TOWN OF SOUTH- N\j E A\96 + 1,d WINDSOR 12" OF SOIL ON OF STOP 310N b BASIN <11 N I OF B N 358.99 1 M10 #43 #15 6' 15" RCP 0- Q-5% - - - - - - - - - - < LLj N68*21'27"W 14� -BAS�N 4 t ' �k\ _ `�� \ ' - 'CB #20 A PCB#20 DO Og A// o r-') 1:, 22�- - 'b -001 SM !6 1 15+00 ""T-4+00 3+00 12+00 ST \ ' INSTALL TEMP \bj 0 RVATJON E AS�MEN3' 35 0*43'48" AVOR'OF TOWN '0.5% �F V-C--S-D-R--3r5 PEW, SM H #1 T P 4 R---�230.00 'IT 114' `12" PVC - \A =2 296' 12" P SDR 5 XBERPA, USE AS SE z SMH BASIN DURING CONSTf�C I - - - - - - - -WINDSOR - - - - - - - - --- L=83.22 ,SEE DETAIL) — - - - - - - - - - - - - - - - - - - - - - - -- 9T; 1 An n PCB#21 I a n == 4 z-;,�w Z 16 TOT, 6' P LE D PCE63#171" PCB I M12 S68*21'27"E 6t SIDE LK S 8*21'27"E S68'21'27"E 248.99' �L 7 123---- 1/8.Q 23.997 M9 48pp 3TETM-a N 110.00, 125.00' 2e4 .BASINS AND MITIGATION AREA AN-TINGS TO BE DETERMINED BY WETLA STREET TREE M T + �EASES �EN I�NF OR N{?S" s �� 0 `+ - `// „/ 0 EET TREE R=230.00. 90*00 00 6" PE FORAT D 0 11� SCIENTIST OR CANDSCAPE ARCHITECT UNDEF DRAIN 35.00 OF TOWN OF SOUTH Tan=42.07 LOT -02 0 /' v',6',I / t + \ ` /`NF / / I L=54.98 SO WINDSOR 35 t 35° 5' F.Y.F.Y. 35' F.Y.1`� cli Tan= 7 8 L0 (D 05, 13( 35, F 11 U� 121,2 6" IPERFORA CC)* �00. 0 PERDRAIN 1-0 8 `UN s 9� LIMITED " 1 c 0 09"E CN CO'NSERVATIO TRAIL U) RJOT 6M4 (0 — -- n 1 >V=4 1, -E&-5k,i11ENT IN FA OF z- I I / -1 (�' LOT *26 -TOWN L'i I OF SOUTH' NDSOR V) 0 10, to DO C-� 0) DO co U) 24 049 SJ. X C"3 C/� ;7 z 0\ 0. o N V) LLI 0Io 0,55 Ac1.02 Ac44,814 s. f27,874 s.f'16,00 10, to z N U� co K) q� col 0,63 Ac C� r I I i SEMENTIN FAVOR I ( t I / ti , + ,� % , r , ,' \ ! \ \ z 0 TOWN OF SOUTH M14 DSOR LEGEND 25' R. A-0&1246" 25' R.Y. 5 4C 11 7.6 2 5' R. Y. t 0 IRON PIN TO BE SET R=23i 0 IM15 1 J.00 0 EXISTING IRON PIN I Sm L=26.95 10, S -Y. MONUMENT TO BE SET Tan=' �7� EXISTING UTILITY POLE S6821'27"E .803.69' (TOTAL) 4) PROPOSED UTILITY POLE 123.99' '2 40�,,3 6 0 EXISTING MONUMENT 42 146.58' �;o 284.76' RIB, 9 151 7, EXISTING CATCH BASIN AND PIPE 10, S. Y. - - - - - - - - - - - - - PROPOSED CATCH BASIN AND PIPE C 5 4- PROPOSED STORM MANHOLE 16 =230 11 103 r04��> EXISTING SANITARY MANHOLE AND PIPE Q) 1 66 64 1 1 PROPOSED SANITARY MANHOLE AND PIPE M10 Tan=3* 51 0 WITHIN - STRkI`A PROPOSED WATER MAIN AND HYDRANT Q>' R P LO7 022 1 �STALL 6" MOI,-!ED RIP RAP ON BANKS Ak 1.0% EL A�> REQUIRED TO PROMDE SIABLE DISCHARGE. DUMPSTER PAD Mi =ON AND EXTENTS OF RIP RAP TO BE DETERMINED IN FIELD Q /'/ ,, ' ` ' , , // ,� / BY DESIGN E>GINEER AND TOWN WETLANDS OFFICER. —R.L— ROOF LEADER — S — SANITARY LATERAL �Z- OUTLET STRUCTURE 7�5 BE INSTALLED UNDER SUPERVISION WATER LATERAL 1 4 4 n 7 ? c,- f TRAIT W tv�( - - - - - - - - - - - - - - -- 93; EXISTING CONTOUR -1-393- PROPOSED CONTOUR 4, 3,30 Ac bb\ EXISTING SPOT GRADE ORATED\, / ' 6' PERF PROPOSED SPOT GRADE SURFACE DRAINAGE ND DRAIN FLOW DIRECTION X REGULATED AREA kk V AL -A,. -A INLAND WETLANDS /� �� ` �i' >' I i I ` `N� _ • / �� r0 ' ,i ./ / / / / \ , ' �_ -. SILT FENCE CONS R ------ CONSTRUCTION LIMIT lip AREA E V TN EASM - r -14: SOILS ncl -OF ,TOWN OF �L,1�5CA TI ON,:-`1BE LOW OUTFALL OF, BASIN #1 EXISTING TREE LINE N �/F �'V z I 0-TH RE Ul-� I t-1 L-J/ANI-\ 1. AREA) ryyYYYYN PROPOSED TREE LINE N 7 0, 15-- // / i- % / SOUTH BANK (2 AREAS) PROPOSED: SHRUB PLAM`TIUGa -j t� > -aQF�L- SE-� E N TS WETLANDS MITIGATION AREA AT BASE- 4;\�--19ANK NOTES: < LUO *21 1. ALL MQ:�� N_D-A 'ILT IS DEPICTED HL' :ON. T5 S 2. AREA 3,490,da7 S.F. = 80.13 AC 75/,B'AF,1-:- ROOT PLAN (-SEE -4*�� AREA OF WETLANDS IMPACT 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER SPECIES) FIRM PANEL 6 OF 9 -COMMUNITY PANEL NUMBER 090036 om6e. 4. HORIZONTAL DATUM BASED ON NAD*83; VERTICAL DATUM BASED ON NAVD'29. F�R RFCOMMENDED 59,166 s.\f. 5. CURVE - AS DEPICTED DEFINITION. IS BASED ON THE AR 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS f1hiE. OWNER APPLICANT MAP REFERENCES: SOUTH WINDSOR TECHNOLOGIES CENTER, 1 35 A c 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) LLC SOUTH WINDSOR, CONN. SCALE l'-100', DATE: MAY 1967 BY CLOSE, JENSEN & MILLER - MAP NO. 527-B. 312 DEMING STREET AREA 2: I/ - Z. RIGHT OF WAY AND TRACK MAP, ]"HE NEW ORK, K-W HAVEN AND HARTFORD A �6 P.O. BOX 1149 LOCATION: SOUTH BANK NEAR WF 672 AND 50' DOWNSTREAM RR, CO. FROM SPRINGFIELD TO EAST HAIR ORD STA I'D TO -Q) V, 0 SNflON 1214-+40 TOWN, OF SOUTH NNDS STATE C� PROPOSED:,, PLACE THREE 20' LONG CONUT LOGS- OF �NICALF 1.-1.0. SOUTH WINDSOR, CONNECTICUT DATE:4NE 30, 1915, OFFICE OF VALUA.TfON ENGINEER, BO ON, MASS. NI PLANT 20 WITCH HAZEL & 50 SILKY DOC 3 PATRI INDUSTRIAL PARK, SULLIVAN AP WNDSOR - 1 rs � / I i / / ' ' „'�'66�' /// i -1149 SCALE 40- - MAY 19iO WLI AM C " 06074 V;'O'-N SHRUBS ON TOP CARR&GTO-0REG1'ZS. 5618. RI, OF BANK THE S UVAN AVENUE INDU STRIAL ��S4TR O!AL PARK IILLIVA IN" IL JbS6 C.D JAY TEL. (860) 644-2197 SOUTH WINDSOR, SCALE ASSOCIATES. 5711A 5. PLOT `PLAN PROPOSED GERBE SYSTEMS 7C OLCrY FACILITY C� t /q 7` S \•' `, / \\ \� /`Q�, ft r, t'` r /.ti�� U 7 ' ' ,'' / /z/ SULLNAN AVENUE, SOUTH WINDS CT. DATE 1 27-86 REV. TO 0' STREET TREE ii EASEMENT IN FAVOR LOT 02 00 2-7-t-86 SCALE 1" 100' , SHEET -2 BY FUS & O'NEILL 16668. <0 OF TOWN OF SOUTH co + ' , ' , �3 / / // ' NDSOR• 48 AP -A 0%M&-t%,-Wvr9r mw-w WWV 6 11-11-0.3 PER OEP COMMENTS GBS 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS REVISIO 860-291-8755 PROPERTY SURVEY/SUBDIVISION VISION THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-I THRU 20-30015-20 PROPERTY SURVEY/SUBDIVISION LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 9-23-03 revisions for final plans jos OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE SHEET INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 7-15-02 town comments MHA SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 40 0 20 40 80 0 7apogyaph9c Man 0 5 C, U IL 0 _j +4 2. ALL UTILITIE ARE TO BE STAKED IN THE FIELD esign South Windsor Technologies Center 2 0 3 4-11-02 lot lines qbs BY A LICENSED LAND SURVEYOR PRIOR TO 2 2-12-02 town comments RA TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 9fr1ofessionals, inc. CONSTRUCTION. TN FEET DESA DRAWN.- RA -f): GBS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1-08-02 town comments RA 0 - Suffiovan Avenue 12882 1 inci-i = 40 ft. W - 725J 2001 IMPRESSION SEAL AND ORIGINAL SIGNATURE 0 Civil Engineers - Planners - Surveyors - CIS ✓Iag No.. OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LTC. No. 165 -�outh -cteH7+e rood - soiith win,'�(�r 060-4 IVO.: servet ljob S11 25310c t ivell 26 316 t o23 41 ...:-c:., :.:-.aczaosa•,+ar..:.x,--.. �• p.��,�acs:s:.mr.•4:.•,m:s::::.._naluc..,..::...ev»unras ,-•• �css�:ais.•�a�- r�•.�s,�+-b-.•:.••:a.a..:.aa.ccuss.:,.ry=vs�:_-� � x...�sea, -� ..r�s z�_...u_�et�:axs�.�sz,-.e. sxsR�a[ntcarasaTss:a�'ux:_.^--•-.�..�:,,. .....�1�:--=�n�-.,_-___..- -..,�e.-�„rr1.A.-n�.;.,T.--.._.....- s �,.,�... .�.,.�...rr>tad,watt°.,stance.-s�:slsc�::...s1k:;ua�a�.ate:re.,es::.�-.��-,:..:::a..e.:-:.a:�,..�'<s::s:amr�^.��,�--��s. �rr:�nv-�..,.��,.,,p.:a,.�.�e, �:�=-�_� - ,c�amuaa_.. `� 36°44.41 -I { R =0 A TCHL IN, T SHI P F - fg) '- -- 43.61� 3 f T -22.58 S 1 �5 F.Y. o 817'47" ,. >�-o=45-I�3`i"8"" ( =68.00 ° \ R=60,00 10' STREET TREE B `/T=o \EASEMENT IN - 8 63 // PCB #10 3ti s \� T 7 5 5 OF TOON OF SOUTH 4 ` zo 101.00' 6202)'58P #1/N� v � ``0F TOWN OF SOUTH INDSOR00 185.29 NDrIn / , Tan=103. e ® y' P 12 C� 35 8 � , 707 s f. ARJEA�' r / = 0 _ L --�.- _ - .^ s / r _ ._.. r1n'-,-T-I III IQMR -rT r7T N t r Imo' 35 F.Y. R-170.00 ' ' / �0@ GQ / r - °42'S2" \ 1 . 8 / A �(+ �1 NEAR �VF 40 f L=12.02 35G''�� / 0.00 ED: PLANT 30 S/HkUBS ON TOP OF BANK- '0 .. r Tan=6.01 �� /J o� 3 PRC?I'OS" + Q ? / \ I (SEE NOTES FOf RECOMMENDED SPECIE) ' cg ♦M 3 68'32' "W-z1-0.12' TOTAL) ° - ,,.- `, -155 -24" RCP @ 0.5%' »-T 1- g 5 90'-24" RCP C 0.5% 10, S. Y. PCB #7 - - - - • 2.n N %4 RI 1 _ S67'52'07"E 239.43' - - I 19•i 97.5 1 - - I SMH #3 t1 19+00 $a 1 a�+ 00 >eo 00' 12" PVC - 5 ® .22%" , g,-99 1 _ _ ' �_.. 10 S.Y. , - -„--- - PCB #6`T--- �it o%° P #$ •s' SIDE WAL, ° _ 1 10.12 oT M22'39 / 6" P RFORAT ��b / 6" PER OR T HNDF nRA1N _ PCB #9 0� 1 M2 ' - 0 ' UNDERDRAIN / A =98' „ R=68.00 \1=117.19 I' L07 * /1 Tdt - 9.25 o =8-39'23' R=68.00 692166 s. f. Tan°5.15 � ' 1.58 Ac _ r C PROPOSED 10 4=8°26'21' GRAVEL R.-68.00 N r ti ACCESS DRIVE (SEE \ DETAIL) L =10.02 o Tan=5.02 rrNvr �1k3� AGREEMENT�ACCEPT BLE i 10 TOWN OF S. 'WINDSOR 25' R.Y. 291,58 ~ \\S68'32'41 --�---- " S6�'32'4 ' OPOSEDl20' 6- NITARY ' vi j> a '-=47.46 ,' 10' STREET TREE / y Tan=25.05 ' EASEMENT IN FAVOR � OF TOWN OF SOUTH - 36'51'46`X.-----35, F.Y. , 35' F.Y. WINDSOR =68.00 L=43.75 Tan I '.. Tan=48 PE EIS TED �PCB #NIN/A�D \ �•\`S r Gtr�-� �� f i t t t `\ LL 10� At 17+ 0 ,- S . Q LOCAT N: NORTH-( BANK NEAR WF 137 50.97' 1,121 PROPOSED: PANT 60 SHRUBS IN,'SOFf 3 3' �- 5°18' LO;,�� SEDIMENTS (SEE NOTES F66 TO i RECOMMENDED SP CIES' / /w I L=101.60 10' GRAVEL 7'-82 Tan=51.64 ACCESS DRIVE R=230.00 L= 70.15 Tars 3� \ \ 62,114 s . f . 35' F.Y• _- 1,42 Ac / y' ,''' ''/'�.�t 136 ( \ , L07 �1 J I �� I / ,' / ,',' , ,`�� / oLOT M5 r) Qtwo �o �� 25,200 s. f. 1z ,�✓ ' j i / ' , r N I N N f- - Z - ,,,/,' J CI O.5 7 Ac , SE IMEN Off\ r' IOC bj I r / ,'i' 2 B�" 1I 1 FO BAYU, 58 A 23C14,818 s. f., , I I t t 0.54 AcAI QaF, o I o LIMITE 0 V ON t + ! I I I E.ASEM9E I I F - ,�� ff I TOWN F U I DSOg ' i� ; ,' / ,' 25' R.Y. 1 �25' R.Y. I 25' R.Y. -- I ' ' / / PROPOSED 20' SANITARY SEWER EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR 120.04' _ _ „• _ N68'32'41 "W 651.62' (TOTAL)' \ / EXT NT 0 BASIN I / -A�[ ' ' ' ' 2 , r ' i/� �' , / // // , , ''�' `/ �hpc / --- -- / r r r -6. %/ /OTHER LAND OF 35' F.Y. ( s 1 ED IF OR 17.2 `�o _ _ _ 1 PR _ - - - _ ' ' PERRY WOOD `+ �5.3� 1 A+ SEWER EASEMENT IN FAVOR / _ } ,' I� E. I l'S LOT COVE li►�6TE® P V \R w S 20 a OF THE TOWN OF SOUTH , _ r r ' w 5 5 TOTAL DR PARTNERSHIP ` Z WINDSOR I r , ` 1 R , `' . ' - , ` ` CONSh1RVATiON E �SEMENT SL Z! c� t`, _ \1 t ' ' _�_ - _ . _t _ - - - - - - / I. I r.III nb /nD nc -rain I n� Z \ -'� p rvvv,\ vF I vvdiv OF SOU WINDSOR DETENTION BASINS AND MI 1-IGATION R A a J PLANTINGS TO BE_DETERt, I ED WE AN SO!-L S ENTIST OR LANDSCAPE ARCHIT CT DIRT ROAD ___ ----- �-- ----� LIMITED CONSERVATION - - - - - - _ _ , - _ _""_ EASEMENT IN FAVOR OF 1 ,' ' �, \, � ---- ---` TOWN OF SOUTH WINDSOR ` ' `t ' �' ,' } 1 �- _ } ; /, r `/ / �N16{ ; I I ..r/ , I \ LEGEND t ' + , ' / , + r t ! � IRON PIN TO BE SET t / (j �('n,�j o - �,� / r + r ' + r / / EXISTING IRON PIN MONUMENT TO BE SET + '�•` 11 ' ' `(' - -• I ` t + ' 7 + , ' .{ ! EXISTING MONUMENT EXISTING UTILITY POLE NOTES: ' t ; t t t ' I / r , l / `c� PROPOSED UTILITY POLE r I i 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 4 9 4 3 O 3 s . f �� ' ' r \ \ ` t ' ' N1� ' + / , ', r , I = EXISTING CATCH BASIN AND PIPE 2. AREA OF THE PARCEL IS 3,490,887 S.F. = 80.13 AC 1 ' t ' ' + + PROPOSED CATCH BASIN AND PIPE 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER ,� ' t t ; + tin N , , t t + , r , + 6q2 l , FIRM PANEL 6 OF 9 -COMMUNITY PANEL NUMBER 090036 00066. , I t a i / \ 4. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. 113 4 A c �� + J , y t PROPOSED STORM MANHOLE I t `t , = r `\ 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. �w t , , I i I t I i ' t ' ) EXISTING SANITARY MANHOLE AND PIPE 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. 1 +\ r r' r I r , i ' r� + --fls -'1 PROPOSED SANITARY MANHOLE AND PIPE ` MAP REFERENCES: - Cn t , J ' , � � y t I t� � of 1 ` ' 1. PART ER ESTATE OF ELL5WORTH SPERRY, SUWVAN AVE. (ROUTE 194) �' - - _ _ - - i LI A SiDESLOPE WITH t � 1 1 , _ _ - PROPOSED WATER MAIN AND HYDRANT SOUTH WINDSOR, CONN. SCALE 1"=100', DATE: MAY 1967 BY CLOSE, JENSEN do - - _ - _ _ _ _ _ _ _ - - _ _ _ - - _ , ` 0 A AN 1 M1'lER - MAP NO. 527-8. - ` 0 •IDE OF ' , , , i t t t • a I t N 1 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVLN AND HARTFORD t , , ' ' r + t i ` + , r RR. CO. FROM 5PRINGFlELD `" [AST HARTFORD STATION 1161+60 TO _ ( E ETAIL) O ` , , + I , l 1 d - iDUMPSTER PAD W t t CA t r , t STATION 1214+40 TOVN OF SOUTH WNDSOR, STATE OF CONN. SCALE 1•=100' DIRT ROAD U> - , , DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. , 1� , I + ` ' -R,L.- ROOF LEADER 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR - - _ . ' / r , ,� �, �� , I , it 1 , S SANITARY LATERAL O / \ SCALE 1•=40' -MAY 1970 WiLUAM J CARRINGTON,REG L.S. 5516. , - - °o o° ! , , ' + , W WATER LATERAL r r 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, y ° o ° r 7 SOUTH WINDSOR, SCALE: 1"=40' APRIL 1966. C.D. JAY ASSG:',IATES. 511A I o o° j , , , i { + I t `� ` t �\ e Z ' t t\ \ 5. PLOT PLAN - PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY ' °O° II�" \ a'- EXISTING CONTOUR t , \ SULLIVAN AVENUE, SOUTH WINDSOR, CT. DATE: 1-27-86 REV. i0 ' \ ° �1 �r�j r t +I, t I + i I 6Ap ! J --1_ �98 PROPOSED CONTOUR 1 t 1 \ 2-7-86 JI:ALE 1" 10U. SHEE'1 SD-2 BY FUSS 6t O'NEILL 16tib•S3.-� .- ' a v '-`t` ti - ' 1 ! t I 7 ! `� E' 0-6C 1 \ _ _ _ \ \ - ° w DO /Xbt.� EXISTING SPOT GRADE �00 PROPOSED SPOT GRADE t I SURFF," E DRAINAGE FLOW DIRECTION � ,' �, , + 1 \ t 1 INSTALL TEMP STANDPIPE /} D , / , , ,F'qa + REGULATED AREA BERM USE AS SEDIMENTATI N ' , ' / , , `r i I Cam- INLAND WETLANDS BASIN! DURING CONSTRUCTI P . , �' i'4�l' / ' 1U 1 I rr IJ r+ / / - -" -� SILT FENCE t1 t t �i 95'� RC , � � / T d - (SEE DETAIL) l 1 r I 11 78•t0 1.0 0 ' / . ' � ANi�aj� Og" / 1 � �� \ CONSTRUCTION LIMIT ' ' , �' / ,' r rr ri I t / /" / -- \ SOILS \EXISTING TREE LINE r//WYWW/l PROPOSED TREE LINE -NSTALL 6MODIFf D RI� AfJ BANKS DL(J�NTd41(REAM 0 -" p�-�� WETLANDS MITIGATION AREA CHANNEL AS RE R + f�OYIDE STABL DI CHARG Ll�l� 1 25' R.Y. _ _ _ _ _ ', ` �' LOCATION AND EXT f Of RIP RAP TO B DF ERMIId D IN FIELD 1_- \ ,',' ' r BY DESIGN ENGINE A�1Df TOWP }WETLAND OF ICER./ ® AREA OF WETLANDS IMPACT OUTLET STRUCT k �'T0+ B il'JS /�LLED UN ERrUP�RVISION 9 OF DESIGN ENGINE -i. �� nn� �� H�HnI �_,'=�T_ ��I Q� �� ' '' 1 r t6�5, t __-=-- t I� L- l- U I '�- j + {.�� I , { I t', ,{r.. • _ f.. _ �. - "'- "' _ _ -�'��- 7-Y-.•-i- \�'-Yy�_.�^-,'lam•-.�� ;- 9 e, 0' 2,- ` -- -; .------_ �/ G� o 'i,,- ; t ; ', `•\_ , \ / / 1 2q try - -OWNER /APPLICANT \�_ ` 1 \ / `rl\ I/ ' TT1-T A I 1 r� ' \ �I ahp Y 1 \ ir`TtITII1A1I1[^/111 Tr'/�3�1►1�1 i1 �,r� .�rs,-r r, .. \ I t ' ` \i �� I J �/ U (� �'!/.+ % + 2f H "� ' 3VU I M- VYIINIJ,�1J C I t NINVLVC;ILJ t,LIN I LK L.LU N/F KF BRICK COMPANY INC . r I I f �-' 1F t 1 �'" `, ', ', '� �-' _ /31.2 ,0 MiNG STREET �Q �1 149 0. 8 ` / `� \ �� 2, `, � ,-' 5 UTH WIN�OR, CONNECTICUT 06074 --1 149 1 6 111-11-D3 I PER DEP COMMENTS I CAS ti x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS " rl) ; 91 o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD 5 9-23-03 revisions for final plans jos 4 7-15-02 town comments MHA A BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-11-02 lot lines gbs BY A LICENSED LAND SURVEYOR PRIOR TO 2 2-12-02 town comments RA CONSTRUCTION. 1 1-08-02 town comments RA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORICINAI SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DE` '^.RlPTlON 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 CONNEC-1ICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SUR' -YORS, 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 RICHARD P. MARTEL 12882 LIC. No. GRAPHIC SCALE 40 0 20 40 8D ( IN FEET ) 1 inch = 40 ft. 860.291.8755 EE;3 r-1 l scoonalls, inc. I t-ivil Engines,. • Planners • Surveyors • CIS 165 so�rth n^tel!ite road south win dsr,r - connecti-;!A 06074 PROPERTY SURVEY/SUBDIVISION Topoo omp1h8c plan DESIGN: RA I DRN 01N RA I CHECKED: GBS ✓OQ tdo.: 125.3 DA TE.' No vomb er .2001 DRAIVNG NO.: server/jobs/1253/active/1253--.-16to23 TEL. (860) 644-2197 PROPERTY SURVEY/SUBDIVISION South 'Windsor Technologies Center SuUno van Avenue I'Outh wimids®Ir conner icut SHEET 21// A r..sstr.'av^.Samir.x.':;trrt,rnsa:n.'sse,7.•.:._:ian[>~ac,.c.. 2.3rr:'a'mate.a_tx.'ctfaiswws..c7sarsrrartx7ktlt�c:ir,3las✓ai,.is»•ow.ti^'.^•^+arras.'xc':rasnlaaxxaata-yaaarsia•---.^"mss,:xaeaay.arQ=•^.... _.-1- ,.,. w-,.-...,....--,-. - - I Ln . I . I( I( STREET TR WINDSOR N E StMENTIN FAVOR III ccon4c y� I� I 0 TOWN OF SOUTH M1W DSOR 25' 1 1 A-06142'46" 25' R. Y. 25' R. Y. 17 0 0. 5 4g 36'd=13' 1'58" R R 0 L26.J5 10' S L T� I (� r�' r _,,' v'' 2• /' ,,a�h 123.99' .2284.76SM an 146.58T42R1810 S.Y. (�TOTAL)Qrl7 go/ (TOTA1 27E 8•6;S68L• 'Duo ' a � I 'R� � / -• , , `fit t \ ` ____ -- , / / , / i // 3.50' _ r PC 5 15 1 1,,' 10, S.Y. -- / / +,--------- -' / • •� ,',r / �$ // 10 S.Y. =230.0 R=17 .00 T /16 =66.64 1 t 0 /� / 3 _ - - ' / g8 L=2 .52 �2y/ a 1 Tan=33 55' _ ��- o Tan/14.29 M16 0 9 / 7 , i •`� - /,' _ _ va�g / co r LOT `u�L�,L� I STALL f 6" PERFORAYE 1 " R P + LO 1 NDERDRAI(� / 2 �j�' I r I b�.0 'I , , HANK.EL ON 683 s. f. / / Q / �M17 Dy° �/r //i i 6� /_ i ' /r/rrr','j / / / OCBY DESIIGP 56 Mil /ooi //`� // (IV'� ( 14 4 0 7 2 s , f . TRAIL r 62 - _ �1 / 5a ' / OFTLET DESiGP / __ / \ 3,30 AC Y. _ / o y/N 'PE I- OHA I ED' 1 D DRAIN CO h" S3�s 16,.\ r / `CO�SFRV Tb�N EASEM� ' - ' r �1�?�/�' j / ARE 1: L-�1CATILOW OUTFALL OF• BASIN #1 \ � - / / ,' /',' /,� / / NORTH BANK (1 KREA) 26'- SOUTH BANK (2 AREAS) / c� W. (No PROPOSED: SHRUB PLA/NTIUGS-IN-S.QFI-SLlLL lh lENTS O AT BAS._,G}F'eANK ' CO o• o / �L� 75 �E-ROOT PLANT,S_(S€E- -Nt7T S / o / $e �\ �` - r _ _ _ _ - - ' / ,' ,' `� 5� O , , ;', ';• �� / - FRECOMMEN DEDI'SPECIES) , S(; _ ^ - _ `-- AREA 2 +t LUCA I ION: SOUIH BANK NEAR WF 672 AND 50' DOWNSTREAM Sho, b. , ' , �^ - - / ,' / /J / PROPOSED -PLACE THREE 20' LONG COCONUT LOGS"- PLANT 20 WITCH HAZEL & 50 SILKY DOGWOOQ SHRUBS ON TOP oa OF BANK SMH #4 \ y %r / 10' STREET TREE '� 10' GRAVEL EASEMENT IN FAVOR OF TOWN OF SOUTH , \ cp + , , , �// 2 6 \ Q jMA SH" �� J /P I2 ® 5% V I , 0 ��J f < AREA 4: ,r ,rf l '�' '� 'AL '' , % 66. 216001ji-,11,�� Q 1 I<0 C 71 UQ'"'N O 17 07 NR" A L3E N 6' IN' I \ 1 . 8 A NEAR WF 40 / _ 30 '52/ �\ `� PROPOSED: PLANT 30 SNUBS OIJ TOP OF BANK- \ \ ` (SEE NOTES FO RECOMMENDED SPECIE ) ' / 6� /' %� / , AREA 3: / =95.20 / . / 6 �/ / Tan=48 9 \ \ ,' / ,','�, ,' ,',�5�/ �cp / / LOCATION: NORTH BANK (2 AREAS) AND / SOUTH BANK (1 AREA) NEAR WF 665 / �s \ / r' I/ r 'I , PROPOSED: PLANT 200 SHRUBS IN SOFT SEDIMENT h „/F� ,' ' / (SEE NOTES FOR RECOMMENDED SPECIES) / AREA 5' r /' / / ` ' j r,/ / / / S Pcrcel P LOCAT N: NORTH BANK NEAR WF 37 / ; ,' ,' 6 r \ / 1 / \ y PROPOSED: PkANT 60 SHRUBS IN,'SOF,f/ } r ,' / / \,r \ / SEDIMENTS (SEE NOTES Fb( L07 5nr''�cy-J �, ;/� / �� ,' �, 5a OTHER i AND OF � \ RECOMMENDED-SP IES� / � 1 ` � � �, / / / / VE SPERRY WOOD / 62,114 s.f. 0� LIMITED PARTNERSHIP �b crec 2,175,675 sq ft 49.94± Ac. \ I SEE NOTE 46 N �o�\/�•�. AREA 6: l AY �L M I , �' r , , ,' , vJ� ,' . �. / / / LOCATION: SOUTH BANK 25' DOWNSTREAM OF AREA 5 f ,' PROPOSED: PLACE ONE 20' COCONUT LOG ALONG ERODING BANK 1 ' ,'rr ;y31 / ; ,' / / PLANT 20 SHRUBS BEHIND COCONUT LOG ION[ ' (SEE NOTES FOR RECOMMENDED SPECIES) JV ION F OF U i DSO \ / ; 6�� / / / //� •/ , AREA 7: ' / h`�'' •�, / , '/� g ,' ,' / / ,� " J j� LOCATION: NORTH BANK AT WF 35 1 ' 2 PROPOSED: PLANT '100 SHRUBS IN SOFT SEDIMENT \ (SEE NOTES FOR RECOMMENDED SPECIES) \ OF AREA 8: / / LOCATION: NORTH BANK AT BEND IN BROOK NEAR WF 32 / r �" 6- , r ,' , / / �h� / / PROPOSED: PLANT 30 SHRUBS AT BASE OF NORTH BANK \ ' (SEE NOTES FOR RECOMMENDED SPECIES) BANCROFT BROOK MITIGATION PLAN NOTES: RY l ED FOR 17.2 �' �' /1. LOCATION AND NUMBER OF PROPOSED PLANTINGS AND E I S LOT' COVE ,z ,'- - ` ' ' - j ; f ! +, ,�2 / > 5 TOTAL DR A , - , , , , / -I / ` / COCONUT LOGS ARE APPROXIMATE, AND A MAXIMUM OF 1000 �SF'6% / I -- PLANTINGS AND 15 COCONUT LOGS MAY BE REQUIRED. EXACT DONS RVATION EASEMENT , AREA 9: J - ' ' ' ' LOCATION: NORTH BANK AT BEND IN BROOK AT WF 31 LOCATION OF MIGITATION AREAS AND MEASURES SHALL BE N, , OR OF TOWN OF /, � , / DETERMINED BY THE CONSULTING BIOLOGIST, CONSULTING SOu WINDSOR / / , / / PROPOSED: PLANT 15 SHRUBS IN SOFT SEDIMENTS ENGINEER, AND TOWN ENVIRONMENTAL PLANNER. (SFF NOTES FOR RECOMMENDED SPECIES) 2. RECOMMENDED SPECIES: SILKY DOGWOOD, SPICEBUSH, ( MUSCLEWOOD, ARROWWOOD, AND WITCH HAZEL. NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. AREA OF THE PARCEL IS 3,490,887 S.F. - 80.13 AC 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 090036 0006B. 4. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. S. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. MAP REFERENCES: 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) SOUTH WINDSOR, CONN. SCALE 1"-100', DATE: MAY 1967 BY CLOSE, JENSEN & MILLER - MAP NO. 527-B. 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1151+60 TO STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1"-100' DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR - SCALE 1"-40' - MAY 1970 WIWAM J CARRINGTON,REG L.S. 5618. 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR, SCALE: 1"-40' APRIL 1966. C.D. JAY ASSOCIATES. 511A 5. PLOT PLAN - PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY rULLIVAMN AVENUE SOUTH WINDSOR,r+T t1,.TC. 1.-7')-Ai. OCR/ TIl 2-7-86 SCALE 1" - 100', SHEET SD-2 BY FUSS & O'NEILL 1666B. LEGEND 0 IRON PIN TO BE SET s EXISTING IRON PIN III MONUMENT TO BE SET o EXISTING MONUMENT EXISTING UTILITY POLE PROPOSED UTILITY POLE _ =Un= = EXISTING CATCH BASIN AND PIPE -0- PROPOSED CATCH BASIN AND PIPE -0- PROPOSED STORM MANHOLE ■ 0- - EXISTING SANITARY MANHOLE AND PIPE --D- PROPOSED SANITARY MANHOLE AND PIPE PROPOSED WATER MAIN AND HYDRANT ® DUMPSTER PAD -R.L.- ROOF LEADER - S - SANITARY LATERAL - W - WATER LATERAL -•-430-- EXISTING CONTOUR --tom-- PROPOSED CONTOUR X61.95 EXISTING SPOT GRADE xiA PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION REGULATED AREA INLAND WETLANDS - - -- -+ SILT FENCE CONSTRUCTION LIMIT --- SOILS rY- r-y-y� EXISTING TREE LINE rrwYm PROPOSED TREE LINE WETLANDS MITIGATION AREA ® AREA OF WETLANDS IMPACT OWNER / APPLICANT SOUTH WINDSOR TECHNOLOGIES CENTER, LLC 312 DEMING STREET P.O. BOX 1149 SOUTH WINDSOR, CONNECTICUT 06074--1 149 TEL. (860) 644-2197 1` \ P. '' I I I ' / / e % I 'r I ,r' / I 1 6 9-23-03 revisions for final plans jas 7 11-11-03 PER DEP COMMENTS GBS v--<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 SUBDIVISION PROPERTY SURVEY/SUBDIVISION SHEET o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE ^' INFORMATION. ALL EXISTING UTILITIES SHOULD 5 6-27-03 Bancroft Brook Mitigation Plan ACS STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ' SSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE ■ ■ D g SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. �� o�P�p�� G'�� o BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 7-15-02 town comments MHA 40. 0 20 40 80 gn 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-11-02 lot lines gbs TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ■ South - • in&or Technologies Center BY A LICENSED LAND SURVEYOR PRIOR TO &rofessionals.,Inc2 2 CONSTRUCTION. 2 2-t2-02 town comments RA ( IN FEET ■ DESIGN.- 11�iq DRAWN' lQi/i CHECKED: cBs Suffix an Avenue .�j 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 I 1-08-02 town comments RA 12882 1 inch = 40 ft. ■ /`:..:1 C.. �:. _ DL..... _ .. _ e. _ ... _ _. _ nlc� /nD e/n . 9 9S 7 P1 A T[-_ n/.., _ c _ nn/ia A lil IMPRESSION SEAL AND ORIGINAL SIGNATURE 0 %,Ivn C116'1I1CCi , r IGilll ere ' laul-vuyull-5 %,W wc.- /rU.. �cI/,/ U/i rc: ,vwc,num rvv/ 3 ly OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL Llr. No. ( 165 south satellite road south Windsor • connect;cut 06074 DRAW/NG NO.: server/JObS/7253/active/7253_16to2�3 1 South W door conneeficug I / w • A s; s. f. °0 �37,108 0.85 C I� a• � \0 Sy \ i `a 1 K3T 14a • ,y I-77. g O5. 1fY ' LOT " i I I =e � 89,929 s:f. 2.06 ,Ac / a ',•. iQ S.Y. CONSO OF 1=0 24C.,3� r kx \ \ '� / rev.► L TO SON AREA TN FAVOR A.05.4,'S 10 F SOUTH M,NDSOR ��9� �+r �O I..18.9,r _ J +ti T 525 25.035 s.f� / 0.57 Ac I ' 1 I nB L 10_0 1 1 I � 56724'39•E 1 , 156.27• to S.v. \ / 4LOT BIT 20,825 s.f. > J 5 0.47 Ac or GOV01 4 I + I - \Sl / O FA OF \ � � 41,YL33` � LOT 033 'tlID9G1 _ POND ° 82,538 s.f_ e t (j 999 1.89 Ac IN FAQ OF 1 \\\\ or- f f. ° I Q.OYA4 r� " J -i + \ \. °Qpe A/ 8, I' - $ ' 93,620 s.f. oMak L- \ /�_ Z_7 N/F GERBER SCIENTIFIC 171 u $ 35 F.Y.�,23, 34/ oayp4 V / r 4(! ^ /r 1' ( \'�' (\ \ .. _ - - \ r - -62- - - - - _ _ - _ _ _ _ _ _ _ - .. _ �p� ',/ \ -S.-Y-, 1 0' - _� 1316 •i. ws,ui, mr / -•'i ., ( 1 \ ' ,\ \ ! �� t4 li -. t r rw acl n ,1 .. rw • �, � y F' mewsR uw'�wa;¢ w•�s °. �, / / _ / g0 ism rrEmU / / T� / / / / / _ / _ / _ Y, 1 1 n _ 1fo. ,25600'-2eta'+s4=S AIDTINOS + r / r V cm'00'00 a. rt R••230.U0 TO DLANDSCAD BY WE BS 2 \ �,e� / / 1 / 1 ae+ (�0'l I 98 -• k tta36..00 1 / L••D3.22 SGF]7Tt5Y OR IAWSC+W>: MCf CT q�• / \ / ./ / • w TOM w SOUTH Tm-a20F Y. � •�• 1 l \ 1 ( /'' / / ' - k" / \ x 121� 8 9 's.�F UI 2.78 Ac _ _ _ 1 �c I§ j /a I /�� LOT U.• TP.PI_l uN An , ` \ \ ! + (� t \. . ( + �[ 7 / _ ` - ff . D, I b I / ' ' - - - - OF sou DSOR _) 14 [Loll +1�� (� 24,049 ,► i ` \ iy 1 ' t \ :t 7 � � '/ / " - - ) 6, tTA Y P \ - � � � s.f. 10 1 44,814 S.f. r ' + 1 ! •'a''rr' t '' -- 27.874 s. f 0.55 Ac 1.02 Ac \ ,n a r . 4 � 1�' ,+ t + r ` - ;`- j/ / / ! 82 •� _ ! - / IM A , T TO, t";, 0.63 Ac o tr. 0144 \ n ray I ! .Cat I / \ \ ! / / \ \ •S __ \ \ �r_.._• IR.1/ w,Olr1N 1 I I 1 �5' A.1Sdt'SN,• I R�D6 pp 1 KV Tw.` z / •'( r � ' / ! ! ' ,! / T,%,°, (.� /-.� -" �\. tlA 'f� •°\ -_ • \ \ 1�14a612TG• 243' ,,l 284.7a - ''2! - �� xn' (tT>, /27E DO&69' (TOTAL) \ \ R-i. eR.•23Q J / \ . �' \ \ \.roe \ vm t" : TJ3455' ' 1 "oT / � `a'1' `.' - w J / / • €y aMs ° 1,S / 1 J �° it y r Lo Y m 1 VA L e• NODM W RAP W-euOts A"T.TUI +itQµ - .� 1_ T e • + / 1 ` IN0 • / d OFT.. M uo 111rs 01 N1 1.1 . DEM-ED � SUPER BE KnAH06 O AND TO BY CfS2W LHQft < TOWN RATR. ``' r / ' Z {- •: / 16 / / DunonsiRKx•T,%E vTD NiTUR A MR VISION _ 'J� i'D +r N,� •a� 144,072 s.f./aEaEHwAVL ` n1 ♦ + d d+t0 1 ' 3.30 Ace os...✓/ 06 �T-5/� - .�•'rsl / � gyp'• .ta'p �et� r?• N/F MAZURE MITCHELL `NUJ. & BEVERLY J. d Lo Un K) N N N/F DOROTHY CHUCHRO Z JI 1 / / ! ! , • / " �� AR ATIOJi L" OUTFALL OF ASIN /1 / / / NORTH BANK (1 AREA) j SOUTH Bats: (2 AREAS) / PROPOSED: SHB NTIj - Id SbT�i6NE r d �� I \ \ - d ♦ ° ` ` d BAiJl �^•� !4 dA // ,, i // v •, /' ' r� !' 75• XCEB RooT PLANTS ME --NOTES `` 1 - v w� ... f - -• , 9,166 s,f. 1 :� '` - ' Q ,a,• ./ - �... // F ODMMENDEEf SPECIES) 1 . _ /\ \ y \ - , » 4 1 35 Ac '•;' /,;/ter' ' ` I d"` d�~d°' S67°03 09 E 43.31' \ LOCATION: SOUTH BANK NEAR WF 672 AND 50' WNSIREAM ! \ - - \ •/ ip' 11 1 " K� ' \ .,b / 1 \ , - ' �• . / tt / PROPOSED: PUCE THREE 20' LONG COCONUT LOGS ,=7 `F� ? •� : �. PUNT 20 %MICH HAZEL 50 SILKY OOGW SHRUBS ON TOP H I 'O SY TQ / ' I / / r�A+ U 'V / OF BANK wGOBTN LOU 4-02' �� ♦ 'T' y\ t�l �/ 1 A� •/ ,/�j/ // - 81,707 sill.it �` NEAR ' /SEIM 4y�62' 1.87 AG PROPOSED: PUNT 30 LABS ON TOP OP' BANIy , r (t / 1 ; - y (SEE NOTES F RECOM.BE0 SPEC) / / r,e,� AREA 3. 4") f •T°O.4q![A/I \ rpp -� ,�" , / ,, , / OCATION. NORTH BANK (2 AREAS) AND- / ,,5- /� / /.. / ^WIN BANK (I AREA) NEAR NF 645 �,�vY l ! M / CPOSEO: PUNT 200 SHRUBS IN SOFT SEDIMENT ,yt i8 JY�CY �• / /• / / (SEE NOTES FOR RECOMMENDED SPECES) / \ \ \ _ _ _ ' W '-$a �/ / � \ � N • - ` • \ _ I T ' " ` \ i / s\ LOCA NORTH 894K NEAR WF 57 ! / / / � / ! ! ! / Parcel P I N /• ae"' - - - `-E2- I / ` / \ 1.®T >I#9ti \ sENi: NeNis ( B+Sows F i ' t ' r / % / / ` + 02 Z I " - I r /( ' ,! i , �� // OTHER LAND OF / \ _ \ ( �' C:=7 t '' PERRY WOOD LEGEND ` 1.42 Ac / / ! /// ,ys jj- l J , Q��/ / LIMITED PARTNERSHIP , ) ( ' " \ °A° f r\ \ `T / - \ r ' / ' 0,1 IRON PIN TO BE SET `� area 2,175,675 sq fi " - `\ \\ ' _ `1 1 N / _ - _ - ` ` - - _ _ _ _ " 10 EXISTING IRON PIN �I9.�� AC. ` ' " \ / " I d� _ - - \\ - ' - o ■ MONUMENT TO BE SET °o / ! d r y�/ SEE NOTE #6 _ _ - " _ - " - o EXISTING MONUMENT // , / t // C / - _ _ _ Q ( - _ _ - - - - - - - ` EXISTING UTILITY POLE ®• d/ AREA 6: . �- I . PROPOSED UTILITY POLE r ,'i/� i �// LOCATION: SOUTH BANK 25' DOWNSTREAM OF AREA 5 / \ I ENE - - _ = EXISTING CATCH BASIN AND PIPE PROPOSED: PLAN 20 SHONE 2RUBS BEHIND 0* COCONUT LCOCONOO UT LOC OO NG BA A ` \ ,�i�/ / (SEE NOTES FOR RECOIa1ENDE0 SPECIES) PROPOSED CATCH BASIN AND PIPE / • / AREA 7; \ - ` - " / ) PROPOSED STORM MANHOLE OCCAOSON; NORTH BANANT 100 K AT ff 35 IN SOFT SEDMENT `4� EXISTING SANITARY MANHOLE AND PIPE / ' _ 1 /I / �'/I • 1/ //, / / / (SEE NOTES FOR RECOMMENDED SPECIES) ` / / Ljj PROPOSED SANITARY APIPE PROPOSED WATER MAIN AND HYDRANT AREA 6: LC) LOCATION: NORTH BANK AT BEND IN BR00IC HEAR xF 32 PROPOSED: PLANT 30 SHRUBS AT BASE OF NORTH BANK r ! -- O ^A ! ? BANCROFT BROOK MBTIGATKNN PLAN NOTES: ' 0 DUMPSTER PAD 17 ! 1 1 � / / SEE NOTES FCR PECOMMEtNOW SPECES) L ! / n r / tt ) 1111 41.6 I I. LOCATION AND NUMBER OF PROPOSED PLANTINGS AND "• ~� ^` -� (� .- ^ 1 / / . 1.L• _ / COCONUT OAGS ARE APPROAMAATTE. � A MA)5v M OF r1 � V, vJfT An- - // 9: LOCATION OF NKiTAT10N AREAS AND MEASURES SHALL BE VY N ^� / / / JAREA LOCAT ON: NORTH BANK AT BEND IN BROOK AT NT 37 -R.L - ROOF LEADER DETERMINED BY THE CONSULTING BIOLOGIST, CONSULTING ` l•� ../ MND50R / / / PROPOSED: PUNT 15 SHRUBS C SOFT LID SPECIES) SEDIMENTS a5, ` - - / S ENpNEER, AND TOWN EN4IRONNENTAL PLANNER. D p-• , / (SEE HOLES FOR RECpANEN0E0 SPECIES) / yp � - SANITARY LATERAL 2. RECOMMENDED SPECIES: SILKY DOGWOOD, SPICEBVSH, , d - s N /F K F BRICK COMPANY INC. - w - WATER LATERAL MUSCLEW'OOD. ARROWWOOO, AND WITCH HAZEL. ey' . 2 / Y^ EXISTING CONTOUR PROPOSED CONTOUR •--a' - / M1 ♦ r ! / / 6 + / IIF µt � 1 1 X6L93 EXISTING SPOT GRADE PROPOSED SPOT GRADE I �i /, I ` I \ d'"d tw I ds SURFACE DRAINAGE FLOW DIRECTION j t 1 I (! 1 i. 1 /r 1 \c� REGULATED AREA r t I 1 ' ), ` �' 1 \ / fa. r ' �'� \ v� \.�FZE / NOTEs:..,..NN,MITA„n.l IINI o ��T ,� ♦ ♦ ♦ INLAND WETLANDS m^k1IHJ n In n.I rvIIN IN vl� x I to DEPICTED HEREON. 2. AREA OF THE PARCEL IS 3,490,887 S.F. - 80.13 AC "' SILT FENCE 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 090036 OD068. CONSTRUCTION LIMIT d e'D . ' ! d 4. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. \ 1 - - w SOILS f ( 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. drt 1 1 \ \ _ 1 \ - "� / 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. rrrv-r'Yw� EXISTING TREE LINE 00 '/ \ N MAP REFERENCES: w 1 i 1 !/(j_ 100 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) ryYYYYYI PROPOSED TREE LINE Ifft \ ( SOUTH WINDSOR, CONN. SCALE 1*-1C0', DATE: MAY 1967 BY CLOSE, JENSEN & �. zo MILLER - MAP NO. 527-B. BANAi \ 1 /1 11 ` ` D�LN � _ N 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD WETLANDS MITIGATION AREA EO,'T* NAAm Sm xPILD ` ! I 76 1 �, /T Q� Q� z RR, CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO ey 0R ,�T" W �' / I �(N STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE t"-t00' / ar ce51ON EKc,: t R R. I • \ yp % \� ® AREA OF WETLANDS IMPACT i, as r ,yst -- , R + __ DATE: DUNE 30. 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. r '0 t' / �- - ' , _ 3. PATMA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR - �" _ _ _♦ 202.6 1 + �zz �- �_ _ _ _ 971, 57 �� ®y d \ / .81 , 45 6. 72' SCALE 1"-40' - MAY 1970 WILLIAM J CARRINGTON.REG L.S. 561B. T _ o _ �� , _ - „ 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, �l7-Olr TOTAL) 2'1;7�$w �1 \ 1 / / / / S6,�QE , 'ed ' ' ,� ' S�°'�5"E 1SOUTH WINDSOR, SCALE: 1"=40' APRIL 1966, C.D. JAY ASSOCIATES. 519A �d\N /F K F BRICK C OM P A !L / / C �� ..,-'- �-'-c.�-" \ 5. 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 SD-2 BY FU. & O'NEILL 16668. 1IA, 1 l s�1 `• / / V -' ^� \ ~ // / ~ / I J !� � f �\ \ / ! �' f - - - J\ OWNER /APPLICANT �- SOUTH WINDSOR TECHNOLOGIES CENTER, LLC 312 DEWING STREET r "� `- l'-. / _ ,"-- _ P.O. BOX 1149 SOUTH WINDSOR, CONNECTICUT / 1 \ \� J - \ _ / .va- _ _ - - ^ _ 06074-1 149 TEL. (860) 644-2197 0111 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 R. 860.291 • 8755 PROPERTY SURVEY/SUBDIVISION PROPERTY SURVEY SUBDIVISION r� LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE - OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE ® � SHEET y 5 8-4-03 revisions for final pions jas STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS ® �O�Q(nj17��U llU� INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE Iran IZ�3JJuU Wno hoc !J U rn SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. too eS� o m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 7-75-02 town comments MHA 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-11-02 lot fines gbs TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. -71 5t 100 200 gn 10 South _ in ®r Technologies Center BY A LICENSED LAND SURVEYOR PRIOR TO 2,3 2 2-12-02 town comments RA �ofessi®� I II'mC o � CONSTRUCTION. { IN FEET) `) DESIGN: RA DRAWN.• RA CHECKED: GBS !I Sig o van Aven me 3. THIS PLAN IS INVALID UNLESS 1T BEARS THE 1 1-08-02 town comments RA 12882 1 inch = 100 ft. 1 !`•..•i r---;.,........ . D1.,..,..... � C r11c vI Q A/n . 1 � , 3 nn 7-c. IMPRESSION SEAL AND ORIGINAL SIGNATURE If vIVIE I�Ir'IIIcvt0 , IQ$itfers cur VGyVi� vW �•• 4//,1L_. ,vvyC71tI c7f Zcvv/ RICHARD P. MARTEL LTC. No. _ o � OF THE PROFESSIONAL EPJGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 south satellite road south windsor • Connecticut 0607•+ DRAW/NG NO.: server/ obs/7253/active/1253_16to23 &�' ath Wanduair Connecticut SEE SHEET 40 OF 41 FOR EROSION CONTROL NOTES, DETAILS AND NARRATIVE. + � r ' I N68 11'07"W SNE� l & I I RAIL FENCE �- I 35 DO 0 �D C TE TILITY P2LZ,�\ A \� ALCORPCC) co B ' -- o I �� Q 0 c\I o CONSERVATIONA RE INFAVOR WINDSORNOTEs:2. AREA OF THCEL ISOF TOWN OF ST , /� N 00 490,887 S.F. 80.13 AC 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 3. PROPERTY SEINAZONE C 3'AREA OF MINIMAL FLOODING AS PER J FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 090036 0006B. �� O 1 ' \ 4. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. \\// 6. THIS PARCEL 15 NOT A BUILDING LOT AT THIS TIME. `N S68'21'2 '7 E 7. TOPOGRAPHIC SURVEY ACCURACY = T-3 201. /2. MAP REFERENCES: 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) SOUTH WINDSOR, CONN. SCALE 1'-100', DATE: MAY 1967 BY CLOSE, JENSEN 6c a 3\ KA MILLER - MAP NO. 527-8. tt I .I ' 2. RIGHT OF WAY AND TRACK MAP NEW OR ' ' ' ' I e 0) \ \ THE Y K, NEW HAVEN AND HARTFORD J k ' , \ \ , I i ,,.- RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO Q t f { \ \ I (S - I `7 \ STATION 1214+40 TOM OF SOUTH WANDSOR, STATE OF CONN. SCALE 1'-100' DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. O- 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR I SCALE i- MAY 1IND YTWAM J CARRINV L.S. 561B. r\P \ 4 4. THE SULLIVANVAN AVENUE INDUSTRIAL PARK, SULLIVANVAN AVENUE, SOUTH NINDSOR, SCALE: 1"=4O' APRIL 1966, C.D. JAY ASSOCIATES. 511A 5. PLOT PLAN -PROPOSED GEINDS SYSTEMS TECHNOLOGY FACILITY 0 8® / ' -'�� I - ' - - _ - - ' { SULLIVAN-7-86AVENUE, SOUTH WINDSOR, CT. DATE: 1-27-86 REV. 6 O C I 2-7-86 SCALE 1" - 100', SHEET SD-2 BY FUSS do O'NEILL 16668. I I I 1 ` ` _ _ - - - ` � 1 1 l /-A \j 195.11 S68'21'2�" E LEGEND I b 0 IRON PIN TO BE SET v _ 0 EXISTING IRON PIN - - - - El MONUMENT TO BE SET - -- - -------------$'G-- --------- ■ EXISTING MONUMENT / V i EXISTING UTILITY POLE PROPOSED UTILITY POLE / 1 (0 0 = � = EXISTING CATCH BASIN AND PIPE / I` r + { ,' ; �j PROPOSED CATCH BASIN AND PIPE L0 01 � �' J I fi y I PROPOSED STORM MANHOLE / �� I >"�■ EXISTING SANITARY MANHOLE AND PIPE z �/ CU $ PROPOSED SANITARY MAN OD tom' OJT I S HOLE AND PIPE , I 7 a PROPOSED WATER MAIN AND HYDRANT THIS PRnPFRT1' REVERES TO AF3UTT1N0 PROF � I � I y,: { ® DUMPSTER PAD / / i / /) ' \, WHEN STREET IS EXTENDED. PAVEMENT REMOVAL, GRADING, N o / } ' 'SE,EDING, EXTENSION OF CONCRETE SIDEWALK( AND U' -R.L.- ROOF LEADER / / / I `t ��- ', OTHER_�VORK INCIDENTAL TO REMOVING CUL--DE-SAC A EX' �� F DAVI - S - SANITARY LATERAL / I I O 6� ' REQUIRED` IJRG-N. STREET EXTENTION. ; \ �'i� ' ANTI -TRACK - W - WATER LATERALi\ t + A N LLC APRON rTYPj--338-- EXISTING CONTOUR�o? F WH - - - - ' Y - �. -_ .-� . 50 '` G ^ ^ / ... PC 5 P S21 'L3 fir, 21 _ '19'29"E _ -�-- PROPOSED CONTOUR I �+ P r� 58 2 x6L9's EXISTING SPOT GRADE / \ ' ' S "Z1 �_ S68 _ _ o 'i.31 L 88.50 27.99 rr , 507.44' LIMNS OF DISTURBANCE FOR _ o 585 PROPOSED SPOT GRADE / --�- �0 / ' _f's1=1�f6- - --�I o 0 DRAIN GE 3� G U S. Y. �yGj�J I \ c� 4- SURFACE DRAINAGE FLOW DIRECTION MAY 1 10 S.Y. DRAIN,8 RE ACCESS TO LOT 1 S21'23 9. WAL S _ SWALE �%-- 13.1 Q 80' UPLAND REVIEW AREA L - \ _ , �� INLAND WETLANDS "� ��`L - - - - .- /_� o o -- ---�•-__ -. - V - - - -+ SILT FENCE I ° 0 9 i 8'59' 4" �51 \ 55 CONSTRUCTION LIMIT I / / �t�60 E30 E 25 - o° o 170.00 \ SOILS H� �� .fit• �' 6""' F�EtR t L 5.37 \ \ _ n I t --. -. _.. 1., 1')MR I n t/1\ 7 ��I 112.52 tlINf1FR - I 1 � n 1 �� e� �,� -Al \ .�---�.-- rv,r.•,•,.,.. •mrr , u,r �L , (lrr r 11 /lA lr•Yf'r-]\/nYI/\n, , nw�- A 11\5 F L1 V! 1K , n „ R ,) �, JU4 �� , i""`��t` �/a1l^ ,..\ill _]W\ fs • na-vmlM>Q / / 4/ . V -LX \ t A '"J �L3u^'L'i'�il'.^'•+-r^�.^'€ cZ':+":�:5..^..'_.-..:�:?�.'9.'_L"�M'.uis�.�m•-..-""---•. ••.,.v.c.....�;.��*'�e^ew-...'i�lli:.:�.y'"�:._.._t�41'. �•. ••r DIY/n'.,r"14IIlfia4.'`YI.a�.tiG6E•OC.•.n.ZF7d:'Brae:P.SiIS;:•.:.islliL'iaXl:H$iS'_i"'.�gRI::7':.'i1£�A1a14:x.:�•• - _ _ �t5fit.'i.• •.•.CGS4SfCCF -..•ti .'4:.X�:Ji{LF �'tm.�^-- r�YS _�`i II I S68'21 2�E - - - J W , �w R WETLANDS MITIGATION AREA I / �� DRAINAGE U r j (0) GVR N� ( ti� SWAL a ® AREA OF WETLANDS IMPACT �\ ^ r i OS -\ O �5 , -\0 `Nti` A=05 3'02' #1 O 5 / t,<59 BEN vRP GIN R=23Q 00 8 '♦ TP TEST PIT LOCATION r~j v1 CV I Sv0 R� P �� PN p�R�� 1 4- 6 , 0 9 % S . f . J L=20.2 I �/ �� co z RQ �\'R G� OS \ N NG P N0� 8 NE - �� AREA OF WETLANDS Tan=10.�j 9 3.3 5 A C �2IMPACTS 38TAc., h 0 � 0, I ! I G ONS�R tx� 1 Sj �g'I 52 `t' j G �65 / = 0008 N V®\� - �3� Tan = 4 56 II �ytx5a N68 05'28"W Ate- - - / �� ®♦ \ `3'2` © O ^ ' 347.77 �'� 10 STREET TREE I �\ '�EASEMENT IN FAVOR \ OF TOWN OF SOUTH I Lo ��- � k69 qI WINDSOR00 A ��5� 503.94' �,k6 \ vs355 6,. PERFO ® 0 6s0 A ! !! < UNDER DRAI OWNER APPLICANT ��RNP� SILT FENCE \® I� •'TYP.) `3S \'P SOUTH WINDSOR TECHNOLOGIES CENTER �L \ -3 rA ,A re, ^n - \ 2,6 is / • ��\ \S 3 112 UtM1NG J 1 R E E 1 j - CONSERVA HUN AKt/A IN rHVUK \ ! P.O. BOX 1149 \ OF TOWN OF �WTH WINDSOR SOUTH WINDSOR, CONNECTICUT t 06074-1149 j \ Tr 1 /(1/ A\ 1. I / Al r%••i I I_L. �130U) ID44-L I �1 / -,20 / L 0 7 e Z 8 \. Aii 10' STR ET TREE EASEME�, T IN FAVOR OF TO N OF SOUTH WIN R ��22 PERFO A ,)ER D AIN 4r 9 � 57, 036 S. f. Mao A-- \�4� 0" / 6 1 9-24-03 GENERAL REVISIONS MHA 7 11-12-03 PER DEP COMMENTS CBS x ° 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 THIS PLAN I S FOR SEDIMENTATION AND (� �\ I I R n s I \ J I V �; n N TR n I n N I Y. A N n 1 � NOT TO -' `" - ' ' `- ' 7 ' "- ' . - - BE USED E O R UTILITIES CONSTRUCTION. GRAPHIC, SCALE 40 0 20 40 80 860.291 • 8755 , � esign Y _ _ _ r �+�' ��VI,a,� ,I�� '� ' ■ 1- Civil Engineers i, Planners ' Surveyor:, • IS 165 south satellite road • south windsor • connecticut 06074 m n luj ®� j� (j (� j� r�'l (� �®��U Il U�l�� ll O�JpoU ll U U�U U _ PROPERTY SURVEY/SUBDIVISION South Windsor 'Technologies Center SuRlivan Avenue South Windsor co nnectien t SHEET 5 8-4-03 revisions for final plans j°s �- '- ('j 4 , 4 7-15-02 town comments IAHA 3 4-11-02 lot lines gbs 2 2-12-02 town comments RA ( IN FEET ) 1 inch = 40 ft. DESIGN: RA DRAWN: RA CHECKED: G'BS 1 1-08-02 town comments RA JOB NO.: 125J DATE• November 2001 NO. DATE DESCRIPTION BY DRAWING NO.: server/jobs11253/activeII253_24to31 r,� M mvml:.tolvJ.4!:Y-. wax-, T:Jz3xs.��: ::.G,�31.r �a�:, >�n..,.,,.-• .y,"�'.y*w�.®v. ...�„•y � �.; ,...:... --ti.r va .i ....�:S:sc,.z:L:e�- uaar..vuz• .�v., -M . ,,,m., �..,....... .••.+,�.:.�aa:.,:- �-•^.c�xs�m^�csa�'-.,,:--:..,^-----.,.-,-�_._._._,--� ��.-�rasr.�-�•-�-=-�. - - --- --- -- - =;:rzs.:•_is,�Zsz�-�a, "Iml �/ /�` WHEN STREET S EXTENDED. PAVEMENT REMOVAL (GRADING, i ., 5 (--1 I I 1 SEE SHEET 40 OF 41 FOR / / I (�}/ -��•• I 'SEEDING, EXTENSION OF CONCRETE SIDEWALK ANDSMN ��1� o EROSION CONTROL NOTES / I �•-�i I OTHER -WORK INCIDENTAL TO REMOVING CUL-DE-SAC A E�' �8� ''s DAVU D i I / 1 �� REQUIRED' UP&N_ .STREET EXTENTION. F �� ' ANTI -TRACK / 5� DETAILS AND NARRATIVE. o i� PEo N /F WH '"�6 LLCI ', -__ _.__ °� ��`� 1 APRON (TYP T ��,, v=� R\M - - - f-- �z .... _ _ .. _ _ 50 S21 23'39 W �\ ._ Se-8"21 > "�^c�l ��= �. -�. y _ `y .; �rV� �! 0 5 ^�P 8� .- .� IS�B' ' l^ �l 2 - _ S68'19'29"E I - / -- -- 507.44' ,' LIMI OF DISTURBANCE FOR o o _, ' 31" �,� 88.50' 27.99'/ ;s.EXfSTIt - ---� O 0 DRAIN GE �j1� 1 C S. Y. J; 13.10 ;�I 10 S.Y. ORAwA F�E ACCESS TO LOT 1 S21'23' 9. wAL v� I E3i 25 ��u' SWALE J ' 0 nj =112.52 c>� \ \\ P / CON RVA ION AREA IN FAVOR �r '" � PER � L 5.37 ��63 LOT 1� (TOTAL LO UNDER D I 77.47 ` �� \� CONSOE` OF OWN 0 OUTH WINDSOR �► i J ' Tan=57.41 5kORATED \S DRAINAGE RZt U / MIN GVRQN�`( �� SWAL �, #1 a5 �i�20 / OS �NQc��S �0 - `� A-_05 3 02 0 `' o �� j L�T 4nr�3oInn00 �EN vRp GEN 146,092S.f. R=230 000� �� Sv P s. / as z p� Sv Q� RO/ Of �� I NORO FO G� �S O�NG 5 NQ� g\N� p_ 3. 3 5 A C` 2 v�� AREA OF 'WETLANDS Tan=10.4/ \ �Q9 2\ N G FZ EN ( 6 �� / ,l Q GV ��\E L�N� pER 51' -12" c� � GPS �N QF S P pRQ 16,940 S.F. / 1.o II 1 9 3 , 2 3 4 S . f . 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. OTES*' °� ��\��R RS. p5 0.38 AC 'r; 0� j 2. AREA OF THE PARCEL IS 3.490,887 S.F. = 80.13 AC ' N 2? RN� v�O l35 r ° X 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER p GQ S(R �'� S��• /52 \14 s 4.43 A,C FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 090036 0006B. I :� tf)! I GQN `N� /�\g� '/L,O'S7'rJ8 , �� 10' STR ET TREEc 4. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. N) N 1 ' GJ _ ! 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. N - j/ �k6 / \ \ EASEM TIN FAVOR \� ca \ 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. ' II f� - / Ste(, R` O.00 S PTO N OF SOUTH \ p! 7. TOPOGRAPHIC SURVEY ACCURACY T-3 Y J Q Q; L F- 1 \\\ 6 / .�3 L=84. 6 �' WINDS R S \N ��6 -IQ / �� Tan=4 56 , o MAP REFERENCES: �(kFjg N68 05 28 W - i / f \ - .� o PERt 0 A / 1. PART OF ESTATE OF ELLSWORTH SPERRY, SOLLIVAN AVE. (ROUTE 194) ( / - - Y oGJ�J / , 3"2 \ ER D AIN / \ SOUTH WINDSOR, CONN. SCALE 1"s100', DATE: MAY 1967 BY CLOSE, JENSEN & 3t} 7 77' `tI p1/� 10' STREET TREE \e \ �► / o' MILLER -MAP N0. 527-B. t �\VV� �v1E- IN FAVOR \® ` /�/ 1 �j2 \ { 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD I - RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO /0 \ 1 �(k OF TOWN OF SOUTH ® \ C_ STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1"=100' WINDSOR \ ,� / DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. C1� U� O „ _ N1��g ` O 3. PATRIA SCALE 1'-4INDUSTRIAL-MAY 1 70 LLIAM JSULLIVAN 'CARRINGTON,R G LSNUE, SOUTH ,5618. S 6 8 °0 5 2 8 E _ _ _ _ _ _ a 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, / :' OJ C(j - �� / ® 6 \ N SOUTH WINDSOR, SCALE: 1"-40' APRIL 1966, C.D. JAY ASSOCIATES. 511A M M II �S� 503.94 .ZIP ��'�5 \ 6' PERFO `\ SO 5. PLOT PLAN - PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY SULLIVAN AVENUE, SOUTH WINDSOR. CT. DATE: 1-27-86 REV. TO / �a (II- /! UNDER DRAT \ �S�xOo \ � \\ ' �O�j ,, ��J \ • C g.,� 2-7-86 SCALE 1" 100'. SHEET SD-2 BY FUSS do O'NEILL 1666B. (>~ U `uu U G 40* a \ ors \\ I FENCE \ 00 (TYP.) CONSERVA ION AREA IN FAVO' : \ s - - \ OF TOWN OFN �TH WINDSOR n \ 0.96 S ' \ 0• n f r \ SM 1 \ _too))1�0T� Z - - - - \ . 28� � \ � 30. � � � o \ i �s �3D,- - . \ 29 ��,. = 01.8 37,108 S. f. i _ "�� 0.85 co Irk r7 pQ �~ �� LOT S2 CB %#28 6 ' p \ 6" PERF RATED �O r LEGEND , c7 _M cfl 11 � \ .td'J � , , \ �� , � \ DER D ,,IN N 11 0, 3 �82 244 S. f. c A=4 1437 \ \ "RCP R ® IRON PIN TO BE SET 1Y -! I- �- L \ z O • EXISTING IRON PIN .t1�� pr\ L 7 _ ® o MONUMENT TO BE SET \ \ v1� �° / R-170.00 \ R215 ■ EXISTING MONUMENT � G J \ L=11-6.1 © SM #9 �. \ 6.47 A C �P Tan=771 p\ -e- EXISTING UTILITY POLE I I ` �y �y�s\ 5� t85` �\ B 27 -11'1 'S8,' `� PROPOSED UTILITY POLE � 1 _ � = EXISTING CATCH BASIN AND PIPE I r, �52 CONSERVATION AREA 1 . FAVOR n U i ' WINDSOR �3c�2 _ �3�9 /<v \ ` PC #2 +n 1 R=230. 0 { LOT PROPOSED CATCH BASIN AND PIPE 1 OF TOWN OF SOUTH PROPOSED STORM MANHOLE - ' -n 422 52 EXISTING SANITARY MANHOLE AND PIPE } j - s0- PROPOSED SANITARY MANHOLE AND PIPE i _ I J PROPOSED WATER MAIN AND HYDRANT ..1i 4�j�j I P ft M28 0 M2 r� 2•01' 43"E / \ / - 89 , ® DUMPSTER PAD ` t S7 / �j�lS 9 W CONSERVATION AREA IN FAVO >k�/ >� 5�6 � � I � I I 2. ---R.L- ROOF LEADER v ' / I � OF TOWN OF SOUTH WINDSOR I. I MI \ 6" ERFORA I Z I Do M Cn - s - SANITARY LATERAL I �� l i �j� / UNDER DR IQ I I n 1 STREET EE - w - WATER LATERAL Q� -938-- EXISTING CONTOUR , J ` 1.r �j \ 1 Ip 1 r I N 0 T I FAVOR ---E�]-- PROPOSED CONTOUR i I �1 i�Dro WINDSOR xet,ss EXISTING SPOT GRADE SM #8 I - - ,, PROPOSED SPOT GRADE ` ' rn4 0 ;n \� 10 S.Y. Y "' Ln �1 s c- SURFACE DRAINAGE FLOW DIRECTION I 1 m_ /� ..,"�$ Y / -I u_ I - n �10. - - - 80' UPLAND REVIEW AREA 1 ® �- S68°21'27"E ,>,L��2 _ _ _ _ _ _ / S / i �I i o $i / INLAND WETLANDS _ _ _ _ _ _ _ - - - - - - - - - i o - - - -- SILT FENCE ' 'j8 591.19 CONSTRUCTION LIMIT t 1 If \ `�� ,ly ��8 �� 10 S.Y SOILS EXISTING TREE LINE ` ' / �� ?, Jam- TLli ryyyyYv1 PROPOSED TREE LINE \ 1 \ - 0 - ~ O �® 100 \ / p O I z f l I WETLANDS MITIGATION AREA ' , / �$$ 1 `� i AREA OF WETLANDS IMPACT �Ii� I If 1 16" P ATED I j ® \ \ 1 c� l I "�"° II G n' ---- - - I, i \ A 'J, 6 -c 9 \ i rp°°\ f 94 zI \ aC�O j6 2 A l I 5"I RCPI�I `� �1 �I ER I TEST PIT LOCATIONI C) Sjy. k ' I \ `N 8� .N ® / N✓- - N \ \ ��;E I # �# 10' STREET TREE ` -- - -- -- RFA QF MITIC;ATI(�(� -- _ - --- - _ - - _ -- -- -- -- -- -�'r----- Ek N-F-A ? ' i OF TOWN OF SOUTH CI -d ,375 S.F. 835.23 (TOTAL) I < ;t ♦ \ \ \ 22 Ac 1 I w - - - -- LI O S. Y.�'ZNr�S= I o 1 1! g \ 6 _ _ i 00I Q i � j / � 8 N FAVOR "' c? vy5�\� � ._-- '" �r J t D � 5;r�� .� �, p l�I � ~ F M IGATION t CONSERVATION I OR o� o _ �I ' to LO. o f AvoAREA OF OF TOWN OF SCUT NDS I JR L1- 4A.� s I II I ,� OWNER /APPLICANT 1 1 ` o �.�,yLu 5.r 6 z ® LL_I oi�gw �,11 \ 1.23 Ac �a3 �0 I SOUTH WINDSOR TECHNOLOGIES CENTER I q N o DETENTION BA81NS AND P,11_(1GATION AREA 1 TEMPORARY ,1) o W �I, � lil , E,� PLANTINGS BE DETERMINED BY WETLANDS 312 DEMING STREET 1 l `�l r J, , I . A C TOPSOIL r �-to u7 ,;� g \ _ _-SOIL--SCIENTIST. OR LANDSCAPE ARCHITECT �3r02 / STOCKPILE M o ° iil IM 90 P.O. BOX 1149 > 1 _ _ ._. - - - - _� - °0 Z > y I , f ,..3�Do SOUTH WINDSOR, CONNECTICUT � �;� � I> ill l � L=54.98 06074-1 149 1 �--1E i 1G S.Y. J 01 z - ;" I I!I I� �q Tan=35.00 TEL. (860) 644-2197 l Q II o _ _ _ 260.00' _ _ _ _ _ _ _ _ _ _ _ ♦ _ _ _ _ ;I 6 3 El i o >, - S68'21 27 E _� - -- - 1 �RFORA �' o`J''� I ® 5o TEMPCC '� cNv _ 1 " 36 836.10' (TOTAL) �y�6 Y. ® l TOP, • a r■ w • DE \ R c rn nnI I o' \ � STOCE 6 9-24-03 GENERAL REVISIONS MHA 7 11-12-03 PER DEP COMMENTS GBS x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS v_ T o 860.291 • 8755 PROPERTY SURVEY/SUBDIVISION SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 8-4-03 revisions for final plans jas M 1 INFORMATION, ALL EXISTING UTILITIES SHOULD THIS PLAN IS F 0 R SEDIMENTATION AND GRAPHIC scAr� + �,�� n ��dB�� P0��0[hi Pgan South Windsor Technologies C:��at�r BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 7-15-02 town comments MHA �} 40 0 20 40 80 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD EROSION C O N TR n L O N L Y AND 1 S N 0 T TO O 3 4-11-02 lot lines gbs 1 5 BY A LICENSED LAND SURVEYOR PRIOR TO 2 2-12-02 town comments RA ( IN FEET ) � �O ��'WI4a S, �n�■ DESIGN: DRAWIV:RA CHECKED: vBS Sullivan �� CONSTRUCTION. B E USED FOR UTILITIES CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1-08-02 town comments RA 1 inch = �8-0 ft. � � Civil Engineers •Planners °Surveyors CIS Joe No.: 1253 DATE.• NoI em,her 2001 ��"" ,outh server/•obs 1253 active 7253_.24to3ih S®Uth IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY p � 165 satellite road south wlnu�ur vulu�c,�ti�ut uEiG7-t DfiAG9iING NO.: 1 _ . i- .. ✓ - 4 - .�. :�_ : ': £IS b!'f'•'•I{fi _...- _-�..u_. �. _.-_ -.:, .. - 5 ,. _ - ,�R�"'ri 33�CfY1Df".tiL•wv'^ �._ _.,. SF` a �i - .. c �• .r - ,.,. .:L .. ..T ,�_.'3 _x�._Y .a. T..s�u'.�^u_ T3_• . �.......� �'_•!'.. E - .u� '� XLS.3C_ T!.'PdII."�(il[f4 T1Cifl•� ...1 7+0�__ . L" S!?"u "�TPS . .T�tLL7W 4TY:..._ :�97� /,'^N:•�s . . _.i':1.TY.�.-.!3'�:'S'!'°". ;�. ..i - ^ .,- ... .,-: '": ... .•,': - •,-:. � . _. - . � -_._. �.S!'..'J•d 41�:��"i.".Qa�3AL.�Gi 841r�.-✓.t4.-..?_.43�.iTll�"Z_:. ._.:.....:._,.._.S. __::a._..-_�__.:.�:....�..a1..r.�_::�2-..�.,L..n ...-...'4....:. Y....r 7 ... S"�`°�.-. C7S°LS3p[•'..,.�6" O�'.�9 _ "10p!'�+71�I� .Fa?`S 2,t.:...,...�"..�7.5..�;Y3ESCi'^�i$"..-"'�°,�3.�_5�..:,..._:.:�._'w'E7C.:=LT...:...Y.5:1[`L._C"'A"32:.iR7+":7d3t=`X`JIS.'S7��.1R.'ti:..i'SR:^7�YStH,Y�°"i•112"•��i'6y�9[:.i13`ST.'ttST46'Y1EA+.F!Rk.ATk62f:/f��+fJXh1"RSM_H•.'Am4A^-.';`..3e6 7ih'•••,. _� �'.U..-' ..•......�.,.�4:"",.ife2' l �cN + G� o ANTI -TRACK RACK -- APRON (TYP.) r �j -�4 C pq -8Q 1 --- L - _- _ S68.1929 E , _ fl 0 4.23 ( b�. ----- CI I- - , , �� 372.,5' 00 00 21'4`0 15 ' EXIs'rrNc -r - t �.�-- 1 88.5027.j9 39.50 �1,� � o ` � � �� -1 DRAINAGE- ✓ ' ,' 1 Q a o 2 .35 SW L� e 1 Q S+Y+ ,.�t -p �- 10 S. Y', 1 �y I j '" '' ♦♦ -" ` "WHEN STREET IS EXTENDED. PAVEMENT REMOVAL, GRADING, M3 j o 00 ,, M35 \ I ,SEEDING, EXTENSION OF CONCRET,FE' SIDEWALK AND ALL 0 j 1� - 4'1 °7 '19" / / j I i \ 555 �502 O1;HER WORK INCIDENTAL TO REMOVING CUL-DE-SAC A(E o - =170: 0 / f Pj REQUIRED UPON STREE` EXTENTION. ` ® = 123.1 - i Q N �► o _ ,\ o �} AREA OF WETLANDS IMIJACIS® - n=64. �9 �� u { ' 00 II \ CONSERVATION AREA I FAVOR I > + •�r a ♦ T WN OF SOUTH NDSOR \ 6,245 S.F. L� l ` - _ - ' , '2 ' 1 y R,a 32, 4, it LL 166. �v3 0,74 A C \/�/`b� l r 154)601 ti �� yJ \ '�\ `� Xk./- 6NDERFDRAIND \ I r �- (� AL LOT Ste- - s2 - / ® 'okaar •r �nl r�s _ .1 .s �,I y q. / % LLJ is 9 \• .' ` SILT EN �® � �\\ 0 s� 1 .O4 A '�f�� • O �� // , % "-, `fix \ ® \ / `) - �✓ % _ _ - zi 57,036 s. f. ��61. JJ 59 �o \ �, TEMPORARY 0.54 C �,�'/ � 11 r 2 CONSERVATI AREA IN FAVOR I 1.3 0 A C / \*O OF TOWN SOUTH WINDSOR ;" P ORA \ TOPSOIL � STOCKPILE 1 Sy JNDERD AIN x » gyp/ I � , „ / •� �` � - - �• I? 6'. \ Pc 39 -14'2 52 f - 230.0 / / �� \ . =230.050.96 LI- �' � �.. \ \ 11SM gyp® \ 5.58`�Ta 2.9.25 \� / =101.8 7 1 s . f . 521 �_ \ #3"; ® \ �P ,! 3 , 08 / / \ o T =51.76 \ '° - - \ \ e \ s 6 \o. 25 43 -O" cS / / i e \ R : 30.0 "M 30 \ �' 522 52`� a=�i o o '1 \ �o x \ \ _ /\� 170.0 \ ; op ` Tar=52.52, 25 035 S.f. 1 N \ i 6" PER% RATED �O ` / L-1 F>7. \ O y \ NDER D AfN �\ p� \ / t \ Z r 3 / / '(T 7 AL L # \ �� O. 5 7 A c r V \ 'c\o'c� eER c�' Ta�=208,0 z B 38 , ; I . I ' c, �RZNEN ENE � � \ O� / /� \ '1, #+ , B 27-11 \ ON 1v® ; SM #1j 10 S.Y. ' t -11'1 5 0 0� \ , i - ' , S67'24' E n R=230. 0`, , - 44.8 .r--�= S 29, I j 155.27 n=22 R" _ FR RINT D 10 S. Y. I / '�♦ 61 �� fI til U ERD A . o r� p I; OR A 05 5 52 1 cv + Mz7 / �,O CONSERVATION AREA .V FAV = J� 7 o 7 / 9 0 8 9 , 9 2 9 . f . \ oR ��2g ,�-� 7i� j'" ['�C� - L=16.91(E E) w 1 / OF TOWN OF SOUTH WINDS , n 2.06 A C� ` Tan=8.46 _ C I / 5'43 I _ A-19°53 PC #35 f . a; � �-5 R=17o.Q0 , 230.0 2 > 8 5 S I i N S.Y. \ �1f' i° \ 528 n=52r53 U. �I / /-�C I i - Q rj Z y / 10. _ _ Tan=?9.82 / �� - a' 36 N 3 _ _ I _ _ S68'21'27"E / _ _,�S�kC� 5�6 %�.. 172.4 4' �,2_ _ ��2 - - -- �USM #17 / r" I r SMH= 8 I I # ' I 314.56' - / 532 S68°21 27"E kf - `, _1 ,29„W - - - - - - - DRr-i-- r l F GE 'DITCH ♦♦ C �u3s ` / o �� / N /' ' \ , i w : N69'28 249.13' I la i �5 1 .. S, / V _ o j. co INV. M6 / JG / 75.39 75.98 QP. IN 1"" + _ 25 R.Y. � / , 7 `' 18 ®P 5i , \•. r �. j i 6' P ` A ED ` ERD I e - 00 00 I Z j 1 o v csk rj > W O `� 93,620 s.f. 1CIO 2,14 A 0 L=54.98 Ton =35.00r----� e 26 3 I' • TP-AAP A 11-12-03 PS DEP COMMENTS GBS 7 11-11-03 PER DEP COMMENTS GBS 6 9-24-03 GF',ERAL REVISIONS MHA Cf x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS R LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 g_n_n3 revisions for final plans ;ns � 1 o INFORMATION. ALL EXISTING UTILITIES SHOULD I o BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 7-15-02 town comments MHA 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-11-02 Lot lines gbs BY A LICENSED LAND SURVEYOR PRIOR TO 2 2-12-02 town comments RA CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1-08-02 town comments RA q IMPRESSION SEAL AND ORIGINAL SIGNATURE „ } OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION DY 'A,L!`_'^t^--°?•�11'iCElt•><WtgCl!"!K_-. ., v-{[„?Sfi•.?:^'y • •:: ::F?, atRiVS"!:%S'z'.^JG'"..lE::`LRC,'�S:^.F.16Sc`7"t":Rlb'IIN^ "N�:]RR h[i."3.5'.i!" _ aL"•r. `n•"•'.4'dGZdF_vR.'4f�.V^.i i:::i�a: ° a 9 , s P0i�p � PEIIFORATEi � •- B .," �51 op .98 CD- SMH. 16 �♦ � / U�IDERDRAI� .- /�x�. � / ` '\' .�P � �� r' I� rr 8A� ( s. f. 11 C, VATIONr ( , \ SEME IN FbC,. OF E t I 1.89 A C j , CB# / / 6" ER:F ATE' �e \ !'6F SQU1: ¢ W+I,ZDS R DER D � IN , e PCB � ° • J ; � rr \ \ ��,� � �\� 0 `o: � --.. .: � � �' sue\ o-; �e TCH. L I XE;-, 'Y- 8 I Z7'36„ R=1/70.00 L=123.01 1 - A 7 A - ova �j� 1o``f°'-y °� 2 Of�� / � /J SEDIMENT �G ®�� G� // / �♦ ` R UL ERT FOREBAY eX"/� �p2-.- , /1 \0' P #34A/�O D� �i /G,•� G / < I ��fqs� �i- M /\ THIS PLAN IS FOR SEDIMENTATION AND 40 Goa>?x70 sca440 80 EROSION CONTROL ONLY, AND IS NOT TO ( IN FEET, BE USED FOR UTILITIES CONSTRUCTION. 1 inch. = n ft. - �:•',1G.AR"l:'.Y73'yRY.#RC.'Y1 :A"918St3x:3d7R[)!,l�Ie1L 2M1�1'�llgA �^.5'9�RmlL*FR�G.^'L.I.i�Ly'� . SEE SHEET 40 OF 41 FOR EROSION CONTROL NOTES, DETAILS AND NARRATIVE. NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. AREA OF THE PARCEL IS 3.490.887 S.F. - 80.13 AC 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 090036 0006B. 4. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. 7. TOPOGRAPHIC SURVEY ACCURACY - T-3 MAP REFERENCES: 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) SOUTH WINDSOR, CONN. SCALE 1"-100', DATE: MAY 1967 BY CLOSE, JENSEN da MINER - MAP NO. 527-8. 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1151+60 TO STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1"-100' DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR - SCALE 1"-40' - MAY 1970 WIWAM J CARRINGTON,REG L.S. 561B. 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR, SCALE: 1"=40' APRIL 1956, C.D. JAY ASSOCIATES. 511A 5. 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 SD-2 BY FUSS & VNEILL 1666B. LEGEND 0 IRON PIN TO BE SET • EXISTING IRON PIN o MONUMENT TO BE SET ■ EXISTING MONUMENT -e- EXISTING UTILITY POLE PROPOSED UTILITY POLE _ = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE o'er' EXISTING SANITARY MANHOLE AND PIPE -C�)-- PROPOSED SANITARY MANHOLE AND PIPE �o PROPOSED WATER MAIN AND HYDRANT ®� DUMPSTER PAD -R.L..-- ROOF LEADER - S - SANITARY LATERAL - W - WATER LATERAL --939 EXISTING CONTOUR -E -- PROPOSED CONTOUR x0,95 EXISTING SPOT GRADE sea PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION - -•-' VO' UPLAIVD F\r-VIEW AREA INLAND WETLANDS - - - -� SILT FENCE CONSTRUCTION LIMIT SOILS r,m EXISTING TREE LINE r - V rw PROPOSED TREE LINE l_L.L1� WETLANDS MITIGATION AREA ® AREA OF WETLANDS IMPACT ' TEST PIT LOCATION OWNER / APPLICANT SOUTH WINDSOR TECHNOLOGIES CENTER, LLC 312 DEMING STREET P.O. BOX 1149 SOUTH WINDSOR, CONNECTICUT 06074-1149 TEL. (860) 644-2197 s 860.291 • 87551 PROPERTY SURVEY/SUBDIVISION SHEET p e s i g n Soot indoor Technologies Center 26 ofessionals, ine, DESIGN:I?A DRAWN.• RA CHECKED: GBS tJjuRRn\yan Avenue Civil Engineers • Planners • Surveyors • CIS JOB No.: 125J DATE.- Noi,,ember- 2001 / 1 G5 south satellite rood • south wind5or • connecticut 06074 DRAWING No.: serverliobs112531activeII253-24to3I South Windsor .i� - T DO _j /,4 �i 4107S4 I Q0 < CONSERVATION IN FAVOR C� Ir 0 AREA OF M IGATION OF TOWN OF SOUI NDSOR n AO 4�403 s. f. 0 1 0 53,920 S,F/ 0 3 A CL ` o 1.2 C DETENTION TEMPORARY L) I QA�INS AND MITIGATION AREA r,-) 0 C:) 0K PLANTINGS,7rQ BE DETERMINED BY WETLANDS il.93 AC TOPSOIL i 'i-) - � 3 1 U-) -SUL--S-CIENTIST, OR LANDSCAPE ARCHITECT 2 04 1 STOCKPILE V) '"D 0 U_ - ts L= I- Ton 35 00 10 S.Y. I `NI I a to z In 260.00' 26 T -2 TEMPORARY S68 1'27"E 836.10.' (TO 4,,L) !�FORA It ,,, I 10 4S-Ayw 11 00 DERDR + TOPSOIL TO GN 0) STOCKPILE P Lj Ld "C) L07 SOD b 0 .0 CO It" I �1�7 (9 0.9. 84)489 s.f, '001 10 S 6 A < 1.93 A z 290' - 12" PVC SC 10 1 S.Y. PC 17 PC13 A 6# M12 =S-68*21'27"E SIDE 0- S68*21'27"E 110.00, 836.96' 40- 18 �00 CN 10 S.Y. + UNI 35.00 'L=54.98 L07 SO Ton= LU 13 35' 0 6" PERFORA ED 0 (84.)576 s. f 0 001 N�E-R-A 0 1. 9 4 Ac -I- I - -Z In 0 LLI LL_ 0 r ft C-) LI) Li i C), 10 Sly. > bo 0- n CN S68*21'27"E 837,82' (TOTAL) T 2 1.14 z 248.67' to 271874 S.fj 0 114I 10 S. 10' STREET TREE + I 10' C) I V) V 0. 63 EASEMENT IN FAVOR Ac OF TOWN OF SOUTH Coll LL_ �2 y WINDSOR 6,7'08'42"E d) T TRIFF L 0 7 7 E 'EMENTIN FAVOR 9 f I , Of TOWN OF SOUTH LEGEND M14 W DSOR cr- ON RV ION RE IN 7.13 IRON PIN TO BE SET OF OW OF OUTIN 1111 SO S f; 06 �2'46" N1 9 Z�3 5 4 A-- 1 3'z .1 t5871 'A A= EXISTi;,G IRON PIN _j j IM15 R=23 00 MONUMENT TO BE SET Lon 2.12 A c R= 170, GO 1 L=26 95 M S.Y. EXISTING MONUMENT I SM r TING UTILITY POLE L= 40 5 Tan= I EXISTING Tan= 146.58 Tan- �0.4/ PROPOSED UTILITY POLE 10 S.Y. 0_1 - - - = R18 4 EXISTING CATC ASiN AND PIPE S68-32 "&oww--�06�.05' (TOTAL) 41. 0 0' PROPOSED CATCH BASIN AND PIPE '41_ TEMPORARY PROPOSED STORM MANHOLE 1 1.00� _2_475_0' PC SANITARY MANHOLE AND PIPE 101.00' 101.36' -------- �v - TOPSOIL EXISTING 356-19' 10 L\_ On 230.0 STOCKPILE PROPOSED SANITARY MANHOLE AND PIPE 17 0 16 TEMPORARY L 285 =66.6V 1 PROPOSED WATER MAIN AND HYDRANT y M 1 a n 3 13/5 5' 2 5 RY. 25 R.Y. 25 R.Y. TOPSOII 71 e 25 R.Y. F Tan I STOCKPILL DUMPSTER PAD tit 'ff %FjRF RA E L07 ��-22 t i i -I _ ' ` I N Q 'VERDRARI C)� 2 ROOF LEADER @ �Ml SANITARY LATERAL Ln 24,683 s.f. V WATER LATERAL Ac C) 1-4 0 EXISTING CONTOUR 04 0.56 Ac v 14z; [��PROPOSED CONTOUR 14-1 Aj XQ.95 EXISTING SPOT GRADE 1% y V t 4� J bc I b1o) ' I 4f 4e It 1 IR- o �� titi S PROPOSED SPOT GRADE P R ) R ZAII'E SURFACE DRAINAGE FLOW DIRECTION D DRAIN 80' UPLAND REVIEW AREA 68 21'27" E A, / 1 00* V) 7 Vi _j L Z 10. S.Y. 6' E F Of 4f < 3 0 >: INLAND WETLANDS t / 1 Q WAZ to ( 0 t 201.39' SILT FENCE S.Y. CONSTRUCTION LIMIT Ln 4' " F CO SOILS "t EXISTING TREE LINE I I , I � . . . . I M PROPOSED TREE LINE 4 WETLANDS MITIGATION AREA Z - - - - - - - - - - - - - 5" QP I LU 00 Y11% t , Fj ® I = e ! ,- / h ® AREA OF WETLANDS IMPACT co 01 IV* 40*1 OM 110 .7- 0 3: N O. TP t 1 00 CO TEST PIT LOCATION - + y pry f ® ` • 0O, Y_ 0 z ,,I- I U-) CD V) e`�T 1 ^0 1 u�r� ` , , j-E;fj S 1 1 -74 241 S f to 33� lit 0.7E ) -,e 35 Ac U_ I 1�_ 1\211 . 5 2 9 s, f. I -7 CNI A, C� 34 Yuit S.T1 1 0. 9 /\\c_-� �),78 Ac 0.76 s.f. 0.80 Ac \S NOTES: 10' ST E 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. EASEMENT IN F M19 AREA OF E PARCEL 15 3,490,887 S.F. - 50.13 AC TOPSOIL N 3: PROPERTY IS IN ZONE C -AREA OF MINIMAL FLOODING AS PER z TEMPORARY OF TOWN OF U SWINDSOR SMH #4 FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 090036 0006B. STOCKPILE 4. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. FO T Z p 5. CUR-: - AS DEPICTED - IS BASED ON THE ARC DEFINITION. % 10' STREET TREE 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. ' , + t y A/><1 , ` I I , r ~ 4UND D IN - L(07 0, 20 1 7. TOPOGRAPHIC SURVEY ACCURACY - T-3 L,�,_=36*44'41" EASEMENT IN FAVOR A--62-2�i'58" P #1 OF TOWN OF SOUTH MAP REFERENCES: 0.00 11 *% - R = ��.�Q NDSOR 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) SOUTH WINDSOR, CONN. SCALE 1"-100', DATE. MAY 1967 BY CLOSE, JENSEN & L= 43.6' it 1'-- .1 2 185.29 12 -7 Mitt I ER - MAP NO. 527-8. 1 22.�)b Q 81 70/ ZLIT 77 7 TV N, A RF?A 4: i, n I' _L Tan=10-. 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD MC7TIUN: Flu T RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO R 7 '1 C� 01 A-' PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR - SCALE 1*-40' - MAY 1970 %`IWAM J CARRINGTON,REG LS. 561B. Gin, Ik,/AN AV �11 Ir 11 .1 1 111111 - It 8.0 30.00 0 R=60.00 4. THE !1 0 00 STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1*-100' 1798-17147" DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. 174 315 F.Y. 8 7 A,,A 3. F l -0 NEA� =6 1lit' STREET TREE Tan =6 D 17 PROPOSED: PLAT 42'52/ EASEMENT 1114' rf\vum =95.20 ]'�Iu I SOUTH WNDSOR,y�SCvAl�l--:Ilvl"v-�4l�0i'mAuPFRI^L�ml'96�6v�C.vDJA^vciNva$ It - 46 OF TOWN OF SOUTH 4S Y ASSOCIATES. 511A i I I PCB #10 N SO 5. PLOT PLAN -PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY It B 63 Tan=4&/29 ' " LT an SUWVAN AVENUE, SOUTH WINDSOR, CT. DATE. 1-27-86 REV. TO It 2-7-86 SCALE 1" - 100% SHEET SD-2 BY FUSS O'NEILL 16669. It 101.00' M A\b 'TTOTAL) PE TED 70, PPn M23 - A 155 24" RCP @ 0.5/,N68 32' ND�R, IN / \ �O•\'S t_ - PCI.P CJ) n L PCB % �PCR 44 10, S.Y.% ZC1 t L R5S' 1W7.5 It 4�Llszl S67'52'07"E SMH� \ ,� AREA 5 OWNER APPLICANT SMH LOCATION: N( SOUTH WINDSOR TECHNOLOGIES CENTER, LLC 7a 239.43' 14% -t-- *- Pp\op,6SED: P 312 DEMING STREET pt__ - - r_ - - - _�_ - -il -7 I - , 10, S. Y. '7 SIDE )MLe !;68--Z--)' A 1 21oJ2 • . (TO1. A-25*1 8 P.O. BOX 1149 pol. 8 _.- IN RE SOUTH WINDSOR, CONNECTICUT L=1101.60 10' GRAVEL C� 0- ) q�%z 11"", 11 � 06074-1149 w- A= ACCESS DRIVE 6" PER OR T oo Ta n 5 1. 64 f7r)0 A T 6" R PCB 19 R==230.00 TEL. (860) 644-217 -12-03 PER DEP COMMENi UNL) �LT IF CE UNDERDRAIN L=70.15 It 1 1 -3 � [�-8 1 11 - = 47.46 10' STREET TREE IP 0 6 2,114 f. 1% it -T, 7 1 11-11-03 PER DEP COMMENTS S (TYP.),/ EASEMENT FAVOR Tan= Ir- t' lan=25.05 1 '0 MH -OF TO-WN �5_F_ _�O[ J_T_H___1 e-*t v 1 6 9-24-03 GENERAL REVISIONS I A A x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS860-291-8755 PROPERTY SURVEY/SUBDIVISION MOW=- SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 8-, revisions for final plan jos 5 on 0, INFORMATION. ALL EXISTING UTILITIES SH(,-'LD GRAPHIC SCALE LOW -A BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 7-15-02 town comments MHA THIS PLAN IS FOR SEDIMENTATION AND 40 0 20 40 so - I I I sign South Windsor Tecbaologies Center "A, 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-11-02 lot lines 9t>s ■xmr�--- I BY A LICENSED LAND SURVEYOR PRIOR TO I EROSION CONTROL ONLY, AND IS NOT To WEMNar!!!!n� ofessionals, inc. 2 1( 2 2-12-02 town comments RA W FEET I?ESIGN: RA CHECKED: CONSTRUCTION. DRAWN. WN: RA Suffiovan Avenue C 0 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1-08-02 town comments RA 1 inc h 40 ft. BE USED FOR UTILITIES CONSTRUCTION. I Civil Engineers - Planners - Surveyors cis dOB NO.: 1253 DATE.- November 2007 IMPRESSION SEAL AND ORIGINAL SIGNATURE 4 OF THE PROFESSIONAL ENGINEER/SURVEYOR. DATE DESCRIPTION BY �5 coulh road - south wird,3,:)r , c,;nnect'cu( 06074 DRA KING IVC'.. &=Ilt windsoir wur, -24to3l• ^�~ �-__-___-_-_'-_--- F V OF TOWN - S69'1 4'56"J/ 0. 93 ED 16 ol RVATION ORAT T TREE 1.99 Ac CB#3 DE IN )F SOUTH 00 | � «, VA LO 10 \t4bl' -Y/ )IL 0(: 1, 93,620 s.f. V J;W11,11 V 7 —STREET TREE NDSOR 7 eFORA TOPSOIL OF TOWN OF SOUT11- N� BASIN V , VW/ J-XTENTOF BA8iN - 0. 07. M4",- X/ rl i D lz/�y / 35.00 OF TOWN OF SOUTH Tan=;42 07 | LEGEND �� ' \ | K� IRON PIN TO BE SET .to � EXISTING IRON PIN | | '�n100 � MONUMENT TO o[ SET / � EXISTING MONUMENT | NT IN FA OF'+~ E�S�N�U�UTYP0LE | | PROPOSED UTILITY POLE � ~171- ~ EXISTING CATCH BASIN AND PIPE -- *w10, PmOpV5Eo CATCH BASIN AND p|P[ ~ PROPOSED STORM MANHOLE _ ~��~= -wQ,- EXISTING SANITARY MANHOLE AND PIPE -+�-- PROPOSED SANITARY MANHOLE AND PIPE Cn � | / ''4.3 PROPOSED WATER MAIN AND HYDRANT � � | SOUTH ' � \ oo`on / DUwPsTEn PAD | m xo --n.L-- ROOF LEADER ---u--SEMENTIN FAVOR SANITARY LATERAL --' 00 TOWN OF SOUTH w -- 00TER LATERAL ~-43*-- EXISTING CONTOUR --Uts,0-- PROposco oDwroun R 17 O - / xm'n, EXISTING SPOT GRADE � 4o /Y. +1��] PROPOSED SPOT GRADE /uo~~�v^r -- �� soppAcc onmwAus rLow o|ncoT/ow ' " ` / ' �o SU8<\�l �/ � ' -- - -- �u' uP��wo REVIEW xm�� __--- ---__. _-__- --___ -��--_ ' TEMPORARY �k 1O' S�Y� �*� ~ \ |wU\ND WETLANDS /r� v L , , . / -- -- -- -^ SILT rcwCs | `� ` � STOCKPILE ` ' � ` - - CowsTnuonDN uwn �'� ' ' / 1� `'- ---- ---~ SOILS 28. - -_ , r/�-/�-r`r` EXISTING TREE LINE =a��28 �-' � ` ~ ~ ' `-'�� »' ' ~ LOT � ` ,~ / \ /ALL ON �bdx v�� PROPOSED �� LINE �=��/ U ��/�u�� , / / - ~ \ ' // � EL �3 REQUIRED TO PROVIDE STABLE C �./i�R�E� ----_---' � L��^�'�� S AND �sT��wosu|�/o�now xns� �'nr^''~'''7 lun. ' 0 - �V�� ~ \ ~ v^' ,^ ' ~ ' / ��'' z/`' ' o � 0� ~ ~ - ` /' /' ` - ` ^ ' ~ ��uCAT|ON AND EXTENTS OF RIP RAF TO BE DETERMINED IN FIELD y /BY DESIGN � E R AND TOWN WETLANDS OFFICER.AREA OF WETLANDS IMPACT 1 � J0 �� r), ` � y/ ��`\ ' /' /' OUTLET ~` ' �b B[ INSTALLED UNU[R SUPERVISION �~�~�~�~= "� / ^��/ ' /rY�� | �� / L/ / �� /� . | . , ~ _ _ _ _ _ _ _ _ _ , TRAU- \, y ) ^`-~ . \' +A\ /,>, '// / �� , ,/'_" `n-`/ - - _ _ _ ,/ / .~ ``��_ ' ' ' `- v^ ' ^�r , ^^,,/,'','' '��',�v ,/ /' /' OF DES| STRUCTURE�|R. '� rp TEST PIT LOCA90N ' / `�'7(� � (` / `JL/ ��.. _ '�^ worEm _ --- -. - ~^ 1. AQ�YONUMENTATION FOUND OR SET IS �--PICTED HEREON. ,- _- �mRtAorTHE PARCEL m� ' a PROPERTY IS IN ZONE o - AREA OF �m/�L FLOODING AS PER, ' nmw PANEL or y - COMMUNITY PANEL wuu�R n000ao c' '�� 0 All' � HORIZONTAL DATUM BASED ON wxo' vcxncm DATUM oAucm ON w«wxuo. PARCEL~^ u uonvc - As os,.orco - /so«�o ow roc »o� DEFINITION. ' ' ' ,MA REFERENrES: TFALL OF BASIN #1 '~ � , DATE: MAY 1967 BY CLOSE, JENSEN NORTH BA' ~^ ~^'-~. ~ AND TRACK MAP, NEW YORK, NEW HAVENAND *xnTFnnn SOUTH BANK (2 AREAS)' --- RR. cu FROM opnwonELo no cxsr /^nrrownSTATION 1161+60 TO STATION 1e1++40ro*w OF SOUTH �wmaon orA� nrooww SCALE 1 ^ ~ 1o� DATE: .mws xu 1915on�oc OF vALuxnu� , /wssx'o�T�NMASS. a� nxTnm /wousnm/AL P�� SULLIVAN mEwuc soUrx `oyon � ( m�cr *z wm��Wm�J��or� _� THE SULLIVAN maxuc /mouoTn^L pxxw. SULLIVAN Avswo� nno/x WIwusox so«Ls: /^~4� xpmL 1966C.D.JAY «xsoo/An�' m1A � pu/r PLAN -P�opnxco osxocn mS�ws �H�oLuo,rAmurr SULLIVANAVENUE, noonH �wnoon or oms. 1-27`�Tuu-f-uouuALs1^~1oo'.yoccr��a,ruau�Nc�Looau OWNER - - . �VNER APPLICANT �DS-R TE-AN-hO_|cS CEWTER* LLC , 312 DEM!NG STREET / P.O. BOX 1149 � {\ �~� ' ' / / ^~ � // SOUTH W|NDSOR, CONNECTiCUT 10' STREET TREE_ _^~`^~ .~~� ~`._ � �� / /. / / / /, \ / O{�O7�1 1 1 z1/� / LOT ��/�)�V 8 /' -~ -~~ -` � ` /`� , , , ' , , �_ . , / , ` / ~~~' ___ . . _� �*uuwuw/ /m ,*vum " / .` ~,_ ~.'^�� ` / / / ' / ' ~ / v'' / ' \ / 'ro /o-r`\ C^ ^ n°n-r OF TOWN OF SOUTH 12 8`1 707 s f. A RTIA 4: VE 42'52/ 40 PROPOSED: PLANT 30 SyfRUBS ON TOP OF BANK,- .23 6 �..9 GENERAL REMSIONS MHA 7 11-11-03 PER DEP COMMENTS GBS 8 111-1i-'63 _PER DEP COMMENTS GBS X 1. UNLESS OTHERVASE NOTED, EXISTING UTILITY REVISIONS 0 0 LOCATIONS AS SHOWN, ARE BASED ON AVA" ABLE 5 8-4-03 reVisions for final plans jas i SHEET INFORMATION. ALL EXISTING UTILITIES SHOULD nts MHA GRAPHIC SCALE 0 N Q, BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 7-15-02 town comme THIS PLAN IS FOR SEDIMENTATION AND 40 0 20 40 so Or �1 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD I I I I lesign South Windsor Technologies Center BY A LICENSED LAND SURVEYOR PRIOR TO 2 2-12-02 town comments RA EROSION CONTROL ONLY, AND IS NOT TO 0 ess ona s. inc WV RA 20 CONSTRUCTION. ( IN FEET &r DESIGN I?A 01?A CHECKED. 3 THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1-08-02 town comments RA BE USED FOR UTILITIES CONSTRUCTION. I inoh =- 40 ft. 1 53 i SuRRivan Avenue Z4 I�PRESSION SEAL AND ORIGINAL SIGNATURE ;1 Civill Engineers Planners - Surveyors - G!; Ioe Iva: 72- IDA 7E- A/a �,;�,mber 2001 1 - OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY 165 south satellite road south windsi,,,r . connecticut 06'074 -- 5VULth Windsor ...-. .. ... _ .... - _. . .. .-.. ........ .... - .LfuF .�3 uii-lLk1ti.ZG...,iGSn'HI.i b.4....-I:A'l.iL.:1.dT.1JU6.G9G.'Sfl:C;lDiT. ',1Yi�i%La%�':a[A ivG]l. u' w..�^.•r_„o'{;iLT11LV31iY�Alri.".EZYGIA1JSiCML4'.J+..'"=�s_s��saJm�.r�..:..-..�_.1iNLRfi]SYl:1'ieDtlKS.dC.#F..�StYtL-� ..rs •.a:..'1.LIi]1a.8.L'it2l 56Lt�iSCi�:vLaub�L29YG �X.Ji��1L�..i'�JK.i �`lrba'a��.S.aGY..L'^.N.SY2.e.E:Q9�.:+6(r.-'G3:,- .• �..'.i5. �..h:...^.d.3a•-�•"i::iL'u1'.�4'IS:7fid.RA.i.•L>55L".YACsi7714iA:n17L.:+iT.YW78�:...• ....n'•'•,�7f.'�YY'iL� - _ ,:__. ( { I LMI'UKAK Y i I I WINDSOOR OF U SMH 4 f b' y 1 �\- TOPSOIL I I I 4 i { I / � 1 �/''7 /f ' ,� 6 _` \\ , STOCKPILE ! I Y I I / / f i M13 - ` % ' I - - - / .' 10' STREET TREE L(37 �- r �t / �, ,! I f UND DO INTO / / EASEMENT IN FAVOR�� n-62 Z58 ! P#1'K OF TOWN OF SOUTH 1 t - / 'AMNDSOR �\ I �� *,, ,,� ..e6v�� MW - - . L=43.61 I-185.29 �/ o ® 5% L \ - f . ARE'A T -22.58 5 ( I 4 _ Tan=103. / - -, - 1 _,,,/ ' _ .t._ cam' c� �7 � '1" I L1rl-'TTOR -iFT B'f � N f,i'C�' ITT 9 U ..,..._ _ ....�....... _._.__ ?- » - i,�--.--t1- I 35 F. -� I o 35 F.Y. R=170.00 ,'I / �' Q / �� » . c� / A NEAR WF 40 I o- 817 47 ,,--- 0_45�"i8" L=12.02 '42 52/ a PROPO'_,D: PLANT 30 SI SUBS Oi'� TOP OF BANK- ` ( , �8.0 ° R=60.00 ' STREET TREE Tan=6.01 ' -3 J 30.00 `EASEMENT IN AV / ? / _ :95.2Q , �28 /T=a'n- 3 7.46 OF TOWN OF SOUTH R // NDED SPECIE) - 8.63 P ti � - � g.r N So r % Tan-481Z9 � =EE NOTES FO RECOMM j _ r / 101_00 _ -_ M20c 1 kp0 M // S \ , //�' PE fLD®\S �0, /p 0 / 49 155 ^ 24" RCP %' 9 - , S ° - - - - 0.5 ° ---� B l J N D I N /A�) /s PCB # - - 90 24" RCP 0.5% /PCS ? �� `\ \' ,r I Pv� 10 S. Y. t Rgs, - - / - ` - N 1PCB #`r 19� 7.5 t94" RCP R P '0 C , ��SMH #3 19+00. 18++00 ®0.8 0 --- 24 i • \ �\\ ' _ S67'52'07"E 11 ` goo i'' O �. ARE,',. S v " L0CAT N: NORTH BANK NEAR WF /37 , - �2g 239.43' - - - - 5 0 22% w 1 sMH ! .� ® , I ' 9 yyF--• - a� \ PROPt ED: PLiAN i GO SHRUB IN, SO[ / 10, S.Y. 1 - - - - -� I- -1- R!'P - l\ !/ f1 ° 1` a� - - -- '- - e �- 'IZ5 ■ �� u \ ! SEDIMENTS (St- NC Fbl 1.0 SIDE WAL 10- T -��Ft°� Rr \ 1 I SOT RECOMMENDED SPEt"IES/' ,��3�#8 �0!9 4W1® '� 1 L=101.60 10' GRAVEL � �� T „ 15 i / �6" PER OR T ® io �- 17` 8 52 Tan=51.64 ACCESS DRIVE 6" P RFORAT � , �, 40 R=230.00 vyk3'5 BERM. USE AS SEDIMENTATI N r '� , , + + i + 1. PART OF ESTATE OF ELLSWORTH SP£RRY, SULLIVAN AVE. (ROUTE 194) , '( / r + 1 I SU H WINDSOR TE�,,CHNOLOGIES CENTER, LLC SOUTH WINDSOR, CONN. SCALE V-100', DATE: MAY 1967 BY CLOSE, JENSEN & BASIN DURING CONSTRUCTI 95'^ RC MILLER - MAP NO. 527-8. (SEE DETAIL) �s.to 1.0% �� 5 Og ,' ' ' � rr l t t 312 EMlNG STREET 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD r vj r r + BOX RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO P ® BOX 1149 STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN, SCALE 1"-100' j \x" / ' ��(q Err , DATE: LINE 301915 OFFICE OF VALUATION ENGINEER; BOSTON, MASS. I I � i\ A �' , �I d. n 1 + �, � � , C n I I T U %A/ i t' f C n I73 f` n K I K I C r T I f11 IT ' JVV I f-1 YYI,aV VSV VVIV.INI-ko I I%-,V I 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTHWINDSOR- I �^' / ' . _ + r {1 � �_ t SCALE 1 =40' - MAY 1970 WILLIAM J CARRINGTON,REG L.S. 561B. SILT FENCE /' ,'� / ' ' r I ' 0607 -1 14.9 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, + r / t t ( ) % - , _ / , _ INSTALL 6" MODIFY D RI} Aft BANKS !D IT141N TREAM TEL. 360 44-2197 1 SOUTH WINDSOR, SCALE 1"=ao' APRIL 1966, C.D. JAY ASSOGATES. 511A TYP. , , , / 5. PLOT PLAN - PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY ,' ,' / CHANNEL AS RE R ' f�0 ICE STABI_ DI CHARG .. ` SULLIVAN AVENUE, SOUTH WINDSOR, CT. DATE 1-27-86 REV. TO 2-7-86 SCALE 1" _ 100', SHEET , CT. BY FUSS do O'NEILL 16668. ' i ,' �',' % �� / ,/ LOCATION AND EXT• ,S' OIt` RIP RAP TO B D ERMiN D IN FIELD 25 R.Y. _ ' -" _ ' � ' J r BY DESIGN ENGIhY'E AjUD' TOWi� `WETLAND OF iCER. / - ^ _ _ - ', '',' ! ' OUTLE?- STRUCr R �TO, B� 161SjtALLED UN ER UPE Rt ISION I _ <-- r t , OF DESIGN ENGI JE ' , j t -� L� 1 ; tt �' 9 9 _ - � _ � ` ... 1 `, / , V16 � � � rr ' �WFI 6� , tt ' ` _ _---•- -- � 655"'1 1 007. 25 TOTAL 202,,6" IF S67031' 9) tt - - - '�.,:' - -�^ t � .. _.._..a-� �: ._ ` . � ', ` l I o� - , 20 E f t- INC.1 811 r r -F B \7 J0 TA Q RICK COMPANY EP �_ I�S r. % 6 -24-03 GENERAL REVISIONS MIA 7 11 11 03 PER DEP COMMENTS G8S 8 11-12-03 PER D COMMENTS Ges 9 11 13-03 PER DEf COMMENTS aura. n i 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS ® 860 •291 • 8755 PROPERTY SURVEY/SUBDIVISION SHEET I hr,ATInNC AC CH(1WIl APF RACFD DN AVAII ARI F m co I ' 5 8-3-03 revisions for finot plan; jos ■ Lam" j�� ®Lt U L��O'DJ�o� �u�lj U rno INFORMATION. ALL EXISTING UTILITIES SHOULD THIS PLAN IS F 0 R SEDIMENTATION AND GRAPHIC SCALE NN�> ((JJIIltUUUU ltU lj lj w BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 7-15-02 town comments MHA 40 0 20 40 80 �Professionals, esi,� n South Windsor Technologies Center k ` 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 2-11-02 lot lines gbs EROSION CONTROL ONLY AND IS NOT TO fine TN FEET DESIGN.° RA DRA WN.• RA CH _CKED: G 3SBY A LICENSED LAND SURVEYOR PRIOR TO )■ ��1! 11 D van Avenue CONSTRUCTION. 2 2-12-02 town comments RAj�J� 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1-08-02 tc+ n comments RA B E USED F 0 R UTILITIES CONSTRUCTION. inch = 40 ft. ! Civil Engineers •Planners SurVeyOP S Cis ✓08 NO.: 1253 DATE. November 2007 4 IMPRESSION SEAL AND ORIGINAL SIGNATURE s ,r { , _ 8r tL wI1�.�2 oar Commeet ut , ' OF r,' rr;r 119 rrIGINEtK/s+'uVI YOR. N0. DATE DESCRIPTION BY - - _. _.._.r ... _ .._ _ .~ ..._._. ,,, . .._.... 165 south atP,'tP road sal wmri"nr rr,nnr•r + 4 D,'?4,r'N,, r.0 .. . serve,, vus 1233 active 1253, 1•�to31 _ __ .. .. .... .. _ ... .. .�.... .. �.- P «. , ,. - .. .r- . r.. ., ,w. _x.."Sv.t�a1C".T..3F 3"i.'t'S.a19?�!ffii!EI!"ViAT vdrKF'C.S_.a. •.M^: `£t. Ste_., a...._. aa,. ___..,......,.,�' `9�:i71.:ST+�' - •3fiP'[fffC'�ptl.'^.+.�T.t�rl"' _ 6:NQ[�r,�ex1R9!^�SS;'^:.P?7si.Hr •X8."•v1:t.rR.S .t'd*�LYs•"!3 .... ..t. ,n':e1•••*•,rr}},o•. - ._-.'.:.lSS"'F?#'tA.�'1'ate.�a^.r,1£d`T•"^..'9.T:if1R'4;1:1!: �V.^rl.�'KF-.CT:�B9 .'Yr'..r n.'i'�'::�...7P4s.e...�_':Lf........_....C�..J7_.w..7"�21^.-...Pa.....�..o.....__.�.-_........_..........�G..Ti Ji'-ZCitaB:.SYC�..3i7).�i'd.aL"...�....x:_ :�d.�.S €J�'Jef_' ND DRAIN PCB 9 / - 0 S LT FEk- UNDERDRAIN ® �� / . X . L=47.46 i - iu STREET IKEE � , � �- I ♦ Tan - ° '�✓ �' ® (TYP.), EASEMENT IN FAVOR ___._ -=-5'' Tan=25.05 'o �6 =98° �s„ 1 ), �� , OF TOWN OF SOUTH 35' F. Y. 4 ? A C / Q a 36°51 46 35 F.Y. �r 35 F. Y. WINDSOR \ \<R=68.00 3 ' ' =117.19 =68.00 Td>79.25 LoI � ♦♦ ` % f '/ 07 elk Ton n=- \� Fes- ` 1 J+' Y I I i I TEMPORARY / o =8'3923" I i I �?r� TOPSOIL d I R_ 68.00 L O IT S1� � � STOCKPILE I � N L=10.27 o ;� o I o I 69,166 s f. Ian-5.15 - o (� o I �. �M 25, 200 s. f. N 1.58 Ac�q NA5,442 P cV N N S._' �_ 0.57 Ac V I I , SE IMFNI , PROPOSED 10' GRAVEL R=68 0021 cv 1 I 1 I FO BAY / �' ,' ,' ' I ACCESS DRIVE SEE •-f� I i I ®. J 8 A C ( L=10.02 N � N 23 818 s . f . I i ® / i �� ,, t �,I I , DETAIL) n o �� 1 I I I I 1 I ®ari i °1° I (� / '" _ i %; _ '✓ .�•,� � I � , f r Aft ®•- I -- ..,__ Rr,r i ► •\ , ',• +, ; , I rT+'- �\J ,• ' �� / ;ROBBING (�., O . 54 A C O ,�tt AGREEMENT ACCCPT BLE o o o I LIMITE 0 ~> V ION \ .1,,�. I I / TO TOWN OF S. WINDSOR � � I EASE E I F OF + � 6 I TOWN F UT DS0�7 1 25 R.Y. I / p / I 5 R.Y. 25 R.Y. 1 �25' R.Y. 1 I PROPOSED 20 SANITARY SEWER EASEMENT IN FAVOR _ N OF THE TOWN OF SOUTH 291,8 - - �\ •3 41 "E WINDSOR 120.04' - - _ _ 120.00' _ 120.00 ' "� N68'32'41 "W 651.62' (TOTAL4� )' / ' / ,` rr l �1 ' ,' / E Y. T N T 0 BASIN , ' _ / \ ,' ' J ' ' ' ' 2d / I r/ % �/ / .► 2 - w - .- / / t 35' F.Y. 10 LEGEND PROPOSED�20' NITARY i - - �2 / 411 SEWER EASEMENT Its FAVOR ! ` _ , , , / / , / IIRON PIN TO BE SET OF THE TOWN OF SOUTH , _ , ,' - \ ,' ,�� , - _ , _ J I rt ,r✓J ' ,' � • EXISTING IRON PIN • �`y 't ` .LQ. WINDSOR i �J t , - - - - _ _ _ _ _ �' .o �� `` \` ` J 'CONS RVA 110 EASEMENT / / ��i / / o MONUMENT TO BE SET - - _ N OR OF TOWN OF ~ % Y �- 2. ` �` / , ' /', '/''/ EXISTING UTILITYPOLENT _ SOU WINDSOR PROPOSED UTILITY POLE h;�J 1k - - , ' �_ - EXISTING CATCH BASIN AND PIPE o v �` YI + y DETENTION BASINS AND MITIGA PION R A �, 1 _ ,' ,' / I �2& ,' ,' �' , / / % PROPOSED CATCH BASIN AND PIPE zrl'z tt X _ _ _ - - - - - - _ PLANTINGS TO BE DETERMINED WE AN , `t , , , / PROPOSED STORM MANHOLE + �' �~ DIRT ROAD SO��NTIST OR LANDSCAPE ARCHIT CT t �, �2 r ' - -- EXISTING SANITARY MANHOLE AND PIPE �S w J / �" LIMITED CONSERVATION PROPOSED SANITARY MANHOLE AND PIPE + t P 48- a P OPOSED WATER MAIN AND HYDRANT EASEMENT IN FAVOR OF ' ---_ - -- TOWN OF SOUTH WINDSOR 1 , I r + ~ t 1 r rr �/ / ,' je` r ,' 6�� ,® DUMPS PAD ROOF LEADER SANITARY LATERAL LOTvu'I r ' ` - . ' J �' , ,r / r ' ' rr rr r - - WATER LATERAL a*-- EXISTING CONTOUR ,,�' 34� + r 1 PROPOSED CONTOUR tr , '1 tt ,'� �, '�' ,� I� / x6ir EXISTING SPOT GRADE 1 I 1 ' = 49 4, 303 s. f. �a t 1 t 5 , ' I t r� t , ' t t t ttt �, �/, , r' +' / &2 t PROPOSED SPOT GRADE ^,� SURFACE DRAINAGE FLOW DIRECTION AXg 80' UPLAND REVIEW AREA 15 t` ■ J I I 1 ' I t� INLAND WETLANDS / ,SILT FENCE SIDESLOPE WITH , 'CONSTRUCTION LIMIT ,'------_----- '_" -_- 0 IDE OF J I I OILS E ETAIL) o /' / / /'' ' I p DIRT ROAD EXISTING TREE LINE ^ ' ,` _ _ _ _ / 1 i'vwmrN P,;, OPOSED TREE LINE I O , , ` _ \ J t' r I 'rr ' Ir. , t �`� \ �� WETLANDS MITIGATION AREA t Z NOTES: o �`� f I I 6A rIt 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. ' r 1 + 1 I o I ~ \ AREA OF iYETLANva IMPACT ' t ` 2. AREA OF THE PARCEL IS 3,490,887 S.F. a 80.13 AC 1 - _ l _ 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER a CO OD r _ �y - - - - FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 090036 00D6B. / I , TP - - - - - - - -7- 4. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. , OD� �,' +TEST PIT LOCATION 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. 1� \ tI 7. TOPOGRAPHIC SURVEY ACCURACY - T-3 TEMP STANDPIPE D �,� I 6 t t . INSTALL r�r� MAP REFERENCES , , `� r , I OWNER / APPLICANT tt / tt r A t WINDSOR � � - I mil nil � I I I EET TRFF � I I I I I I �r ' W Iv N� \ /� � �� ,:-�•'D"'- `, � �'I0 If1 r _ \j r> z I I ,' E SEMENT IN FAVOR I I I } �' „ ,t �, r , ' \ q , Of TOWN OF SOUTH M 14I ' f/ C 11 7.6 A =06 12'46" y 25' RL. Y. 25' R. Y Cv R�_.a 0=13' 1'58" I R=23 .00 I I a1 M 15 `; } , , R=170.00 I I 1 L=26.95 .�. r ■... �, 0' S.Y. / L=40. 5 + I u. M ! Tan= -� / , ,� Tan= 0.4� 1 .. S # ;?__ 146.58`__ 123.99 - -+ _24g36 -- '�2 +-284.76 10 S.Y. R1,;;• s --.- 0 S68'21'27"E 803.69' TOTAL �6 S 68\ 1'27"E' / \80 .6 (\TOTAL) ! ; ,' ��h , / / R 1S' TEMPORARY �i 0, -- -- PC � ® 10 S.Y. / ---- ` � r � \ ` ® �-_� �� / 8/ 1 '35' 9"�� TOPSOIL - 0 10 S.Y. A`'-230.09 ,' STOCKPILE R=17 .0 T / 66.64 TEMPORARY L=2 .5 �2 /- _ M16 � Tan-33 55 ,00 TOPSOIL Tan= 13 s / / , ," B Ei }, �t �- _) �' W� . \ _ !�'' - - w'Ig '• o�� • /6a31 / // / STOCKPILE / O % r� ({ 0�Gj Gl E1 / I STALL 6 MODIFIED RIP RAP RFO6'NERDRAIA // / 2 n 0% " R �j� ,' i /, a ou\ _ - _ \ \ r , �' �IN>d.o - ' ,' ' /NNEL AS REQUIRED TO PR �• �/ - ' 6� �. ' / / /OCATVON AND EXTENTS OF RII d d \ ` 62 / / / BY DESIGN ENGIVEE AND TON -' , 'y ,''w�6 .��.' 6a / OUTLET STRUCTURE To- BE INS / _ / / / 141),072,s<f. TRAIL 1 t : _ / , 6 A C C0 ,o / i - - - - - - - - - - / OF DESIGN ENGINEER. / `Z• irk i �_=--�, f � , , `N , e , , , � / / �p oI,� <0 Ac 6' PERFORATE �� I�- - ®�� - _ r • • • • �$ / / / % • �V ND DRAIN `; ( , - '' \�� z / I z CV Q) iIRR CO "\ \ 6' / ' C ER T4�N EASEMI= �" , _ ®��, �r FA 0 OF�TOWN OF , ,, ,' '� L4CATIO]I(: BELOW OUTFALL OF BASIN #1 \ ,' ` , \ ` /�'"_ '' //''� ' i ' �` NORTH BANK (1, KREA) SOUTH BANK (-2 AREAS) r / O - � / �o CID PROPOSED: SHRUB PL/�.AJTI��If�S.Q.F.I-S�Di'vIENTS - ,�� AT BASy•F�F-'BANK , , 75/H�E-ROOT PLANT5_(a�E- �VtiTES '�,,, F R RECOMMENDEDt�SPECIES) Alz 70' � . \ ` , W �\ ,' ' / / -- -- --- AREA 2:- Z - '��/ / LOCATION: SOUTH BANK NEAR WF 672 AND 50' DGYJNSTREAM ' \ o, PROPOSED: -PLACE THREE 20 LONG COCONUT LOGS ` !� \\SJ��1�76, 6 g' PLANT 20 WITCH HAZEL & 50 SILKY DOGWO&Q SHRUBS ON TOP ` #4 \v1 , , , r r ,✓..�OF BANK Mi / �10' STREET TREE Q O , \ \�,, �� j,�� +} �� % / EASEMENT IN FAVOR 0 "" �� , \ �v , / , \ OF TOWN OF SOUTH Ara .. . \ 2 ` ''N+NDSOR II ' �� ' r� / / ,' / / / / . L*1F 6��\. ♦/ y 66b / SHEE90' 2" 12 / s ^ _ 8 1 , 7 0 / S � f . A R F A 4: , � . _ W � • _ - - - � _.._ � / ..... _._..._..r _. _ r. .,.. . ._. .... ._.. c� -7 "- A TCHZINE I � C7f I Oi�7"",14'IIR TT" 8"R N N7 11T ,' ,' ' ' / , ' ' ' ! / 4 �A '42'52" \ 1.87 / Aci ' NEAR WF 40 / ' +�' ,' ,' / 30.00 / �\ PROPOSED: PLANT 30 S/HkUBS Of TOP OF BANK- =95.20 \ \ B ,' (SEE NOTES FO RECOMMENDED SPECIE') / ,' ` Art. ` /66� �/��' / / AREA 3: / Tan=48,1Z9 _\ ' i ,' , /' ,�6� /�• /, / LOCATION: NORTH BANK (2 AREAS) AND / SOUTH BANK (1 AREA) NEAR WF 665 / 'PE TED ma`s �O ' /�^�hph �,' / ,// �, ' �, ,' 66p / / // ; PROPOSED: PLANT 200 SHRUBS IN SOFT SEDIMENT / IN / \ >>�'p\Sr hog �4�' / , , J , , , '\ , �yvF (SEE NOTES FOR RECOMMENDED SPECIES) / / E 5 /i LOCAT N: NORTH BANK NEAR WF�/37 ' / r ,/' / 6 �/ , Pcrcel P PROPOSED: PkANT 60 SHRUBS IN, SOF/f r� 03, SEDIMENTS SEE NOT S F/6V �O� U RECOMMENDED SPE,C"IES)/ / ''�/ / '� ,' ,' '�,`'$ % / / OTHER LAND OF � ACCESS VDRIVE SPERRY WOOD / 1.42 Ac 1 y; LIMITED PARTNERSHIP \ cre� 2,175,675 sc ft 0 49.94± Ac. /0 - F SI-NO-71-E 6 � f SE IMEN OO+ / / /�� ,' / . ,' 2 ,. . . / / // / AREA 6: I ,' FO RAY _ ` / /�' �� / ,' ,�W� / .' / / \C / LOCATION: SOUTH R-ANIK 25' DOWNSTREAM OF AREA 5 ' N l �' �° / i ,' / i / PROPOSED: PI-Aw�E ONE 20' COCONUT LOG ALONG ERODING BANK. / PLAI••jT 20 `71-IRUBS BEHIND COCONUT LOG �, �/ �, \ t 1� i I 3p �,' , (SEE N��TE'_ FOR RECOMMENDED SPECIES)r IN IF OF ON V ION / w + ,� t t� W / / / / \ � } AREA 7: ` \\ LOCATION: NOR I H BAH!, AT WF 35 \ / ,' / PROPOSED: PI. AN1 100 SHRUBS IN SOFT SEDIMENT (SEL 110TE �R RECOMMENDED SPECIES) \ r 14 , � AREA 8: \ .',� / w28 /, , ,/ %�+ o Argil•. AT BEND IN BROOK NEAR WF 32� ' � ' ' ' LOCATION: NORTH r r , 6. , '� �}/� / , , , , / / / / PROPOSED: Pi-AH 1 ?0 HRUBS AT BASE OF NORTH BANK B ' I ' ' �C ` ' BANCROFT BROOK MITIGATION PLAN NOTES: I ZED FQR 1$.01 � � , � � + , ; - � w2� / r r ,' / �a/ / / I (SEE NrTL`�OR RECOMMENDED SPECIES) 1 US COVERAG 1. LOCATION AND NUMBER OF PROPOSED PLANTINGS AND - - >. A . TOTAL DR I ®'� 1 _'- + r \1� WZ ' / ' COCONUT LOGS ARE APPROXIMATE AND A MAXIMUM OF 1 000 I RVATION EASEMENT /,' 1 �F'6� /� / / I - ---- PLANTINGS AND 15 COCONUT LOGS MAY BE REOIJIRE. EXACT °^ - _ \ / N OR OF TOWN OF / /� / / AREA 9: LOCATION OF MIGITATION AREAS AND MEASURES SHALL BE \ [SEE SHEET 40 OF 41 FOR EROSION CONTROL NOTES, DETAILS AND NARRATIVE. NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. AREA OF THE PARCEL IS 3,490,887 S.F. - 80.13 AC 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 090036 GOOBB. 4. HORIZONTAL DATUM BASED ON NAD'83: VERTICAL DATUM BASED ON NAVD'29. 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. 7. TOPOGRAPHIC SURVEY ACCURACY - T-3 MAP REFERENCES: 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) SOUTH WINDSOR, CONN. SCALE 1"-100', DATE: MAY 1967 BY CLOSE, JENSEN & MILLER - MAP NO. 527-8. 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1"-IOD' DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON. MASS. 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR - SCALE 1"=40' - MAY 1970 WILLIAM J CARRINGTON,REG L S. 5618. 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR, SCALE: 1"-40' APRIL 1966, C.D. JAY ASSOCIATES. 511A 5. PLOT PLAN - PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY C SULLIVAN AVENUE, SOUTH WINDSOR, CT. DATE: 1-27-86 REV. TO 2-7-88 SCALE 1' - 100% SHEET SD-2 BY FUSS & O'NEILL 16668. LEGEND O IRON PIN TO BE SET EXISTING IRON PIN ■ o MONUMENT TO BE SET EXISTING MONUMENT EXISTING UTILITY POLE PROPOSED UTILITY POLE _ � = EXISTING CATCH BASIN AND PIPE -0- PROPOSED CATCH BASIN AND PIPE � PROPOSED STORM MANHOLE EXISTING SANITARY MANHOLE AND PIPE -SO- PROPOSED SANITARY MANHOLE AND PIPE ao PROPOSED WATER MAIN AND HYDRANT ® DUMPSTER PAD --R.L.-- ROOF LEADER - s - SANITARY LATERAL ■ - W - WATER LATERAL --838-- EXISTING CONTOUR -Cgil- PROPOSED CONTOUR X6L95 EXISTING SPOT GRADE �® PROPOSED SPOT GRADE 4= SURFACE DRAINAGE FLOW DIRECTION - - - 80' UPLAND REVIEW AREA INLAND WETLANDS - - - -+ SILT FENCE CONSTRUCTION LIMIT - SOILS r Yw� EXISTING TREE LINE rwwv�n PROPOSED TREE LINE WETLANDS MITIGATION AREA ® AREA OF WETLANDS IMPACT TP TEST PIT LOCATION / LOCATION: NURIH 3AHI,1 AT BEND IN BROOK AT WF 31 \ +�- = 90U WINDSOR / ' / / DETERMINED BY THE CONSULTING BIOLOGIST, CONSULTING OWNER / APPLICANT -, PROPOSED: Pi -ANT 10 SHE' �S IN SOFT SEDIMENTS \ SOUTH WINDSOR TECHNOLOGIES CENTER, LLC ENGINEER, AND TOWN ENVIRONMENTAL PLANNER. (SEE NOTF'� FOR RECOMMENDED SPECIES j �% �-------- -- ) D c ivi 6 iv G S T R E L T 8 L44I 2. RECOMMENDED SPECIES: SILKY DOGWOOD, SPICEBUSH, I P.O. BOX 1149 \ \ \ \\ ' ' MI'SCLEW00D, ARROWWOOD, AND WITCH HAZEL. \ a 1 r / , � SOUTH WINDSOR, CC�NNECTICUT / � 060?4-• 1 149 ;. TEL. (860) 644-2197 6 8-4-03 revisions for final plans jas 7 9-24-03 GENERAL REVISIONS MHA 8 11-11-03 PER DEP COMMENTS Ogg 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS �f - 860 291 8755 PROPERTY SURVEY/SUBDIVISION SHEET S I, o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ® n ro 5 6-27-03 Bancroft Brook Mitigation Plan ACS GRAPHIC SCALE _®�8�� '0��j �jlj�j� a INFORMATION. ALL EXISTING UTILITIES SHOULD LL��..11 Lai Man 2. FIELD VERIFIED PRIOR E CONSTRUCTION. 4 7-11 -02 town comments MHA THIS PLAN IS F 0 R S,� D I M E N TA TI 0 N AND I 20 r e sign South Windsor Technologies Center 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-11-02 lot lines qbs � ■3 BY A LICENSED LAND SURVEYOR PRIOR TO EROSION CONTROL ONLY, AND IS N 0 T J ( IN FEET) Cyrofessionals,Inc■ DESIGN:1?A ORA01N.• RA CHECKED: Ges ��y��JfCONSTRUCTION. 2 2-12-02 town comments RA I t,3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1-08-02 town comments RA Su aim Avenue IMPRESSION SEAL AND ORIGINAL SIGNATURE B E USED FOR UTILITIES C 0 N S TR U C TI 0 N . 1T}�'t� - 4o ft. M Civil Engineers • Planners • Surveyors • G{S .1oB No.: 125J _! DATE:• Noi'�mber 2001 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO, DATE DESCRIPTION BY ,• @ 1 h road • s • , � 65 south u. oa ou,h windFor �cnn�ct�c ut 06074 �J• �.QJt'1 �%�S�TIQDII• .. :-+,n .. ^'^'+:Y.•'.7fiS2�fS�Q 9f�'VC%?r!"?TS"..�°RCS.'R�".R'4G�34L�7�1'!..�;.1EC4'A�a:-. :7555':"Sia ary�2'•nrs,�[earws,ni V. .. W:-S',rtl•.1Z[- .... .. J ORAtMNG 1�1G?. server ubs 1253 •��tiv�;/1253_24tU31 �Rn11�1��SRiY .�-=r,„�,,,.,,�.�.,-..•..: _ :x•�.�:•�: •-¢,�:e,�a.,:--..'��_�� :..•.tea rruttvrxm*sK�r.e�xr-,tF+•:•^ ao�z�su�nnxs¢i!wrms�rr. :.rxaxaut _ �,,.,,, , r - A A ¢� v of T17AN of SOUTH 1I1NDsoR %`� L. Ravi( a I \ , \ J 1 w v 2. 9 ec {'' / Ton.8 4a ' \ ` 1 T�-.o382 " 0.47 Ac n 100, 10. S.Y. SY` N/F GERBER SCIENTIFIC of WIDSM �r- ■ a TOMI / 1Y10°°" - Loir "3 .tom' aEaF ° \ /' POW 82,538 s.f. IN FA OF`t/ /f > I ` 1.89 Ac ' I >• \` \% iQ;�r 03net - ,� a'° \ \•\y' o?L I� y 9 s. f. 2.14 o 6 1 _ A, 2.14 Ac _ _ r _ Tat1�35.0p.� ;�s� I / jj" / , h• 1 CA �„ - - _ _ - - _ - - _ _ _ _ ,� - - _ ... .., .� Y , ^ !, ( \ \ - _ \ .. _ _ - a2- - _ - - -- -- ^ . Y- 1 `J) 1°■ia TOMWIN / oASI• ( a TOTAL ' 1,a00 w eN WST TOA T WIA ! tt �.yTp' 43.4a' •t•e 7�,r AT1DN EN , , 0� ! r ♦ --` \ / « IF ►,t1 SM sAN n i,4 « P,C a0R- a T3aW f' 615+.t [,RtTic O�TIS UCtgr /-- '�"/I L�R3.22 r(s8'•°a+u04-• 11a 1za0o• '0000' F I �2 SCIENTIST OR LArnsoAae ARCFi;TtCT CT�\v,,�/J 00 or 700 or SM - - /' Ton.4207Y LOT-423 � ! J•�>r. 1 / r t 11 { � /•-/ / / ,,' -- �� / O I TOR 5 f� Y. -/ 35• F.Y. 35• F.Y. f t� 0121, 289\ ,S. f, ' !/ / ; t / j✓r f r f \ \ \ - - II \ ' / b / t ! / 1 T I - - '�� / 1 LOT ��AFN 7Ral uu A , \ 1 rrf ♦ _ � � ti^ti \ bI 6.OTii OF c/ [LOT 023 g 24,049 s.f. I ^ 44,814 I, ( 27,874 s.f b 0.55 Ac s �j°' or SI Y4a' TS' R.Y. 25• R.Y. , 23 R. !� ��, , I / � .. � \ is L. ... 0• S.Y. \ \ \ ! / \let Tm.. tta,aN4' 123,W 2421 T {1z ` " 284.7a' \ \ �, '-• \� _ _ \ e .rc1 VF t I 1 ,T��)DY�D�. 56R 21'27E E03 a9' �..`�- 27'E/ a TAL)- > 1 � 10' S.Y. STOP , W-n' \ �'ts � r 1� ' •Y ' / \ „`� - ^ °i■' �'1 \ `` 70 r9 7.0 r� a.®� area , �' Tu1 e ..� W RAP As.O AtN.e1 AS KQWC) TO PRO\YE ITIE1L OISCRAROE. . \ •Ay a2 I,/J' / OCATq, NL IXRTITa P PoD RAP TO DD OCT_ E9 N FE1D ,T J /, t \` \� % BY DESIGN O+OMSM AND Tow K-RoS OFFICER / 14�, 07 S. f. - _ _ / TRAIL q / ! �6' _ _/' i �� _ / '�O /, / // "7 / / a BE" ENE+p EERro DE NsrHUO uHOrx svemltAaN l \ M •af 1 y" / d'/ / ' / ' •1� d ,Ae - ' I - d �7pis'•- , ' / .�...,,,,,•,�, d'7^ d 2 ' r 1 i16N r A 1: ' .Y- d'Io°G-�Q R J A710�t✓BEI.OW OUTFACE OF ASIN /I / \ / ` Tom\ ` /r dp •E NORTH BANK (1 AREA) / 0 SOUTH BANK (2 AREAS) )) / ++ y PROPOSED: SHRUB PIAtML,�= I�T_SWNENTS (.-• +f '� 1 1 \ yf' ./ �A4�pp { -Y , , A7 eA$y6F BANK / - ,F t1M - 75 XCEZOOT PLAND (SEE-41oTES \ - f •� _ _ _ .�. j - _ w �♦ // / / % V 'i •'1 ,�/ F FiECOHHENDEDr SPECIES) , _ \� S. 1t ' - / . /' Q f / \ /\ ` - s� ' S67'(�3 \" \\35 Ac - AREA 2: / �. / _ - _ - - z A ) \ - �' / / LOCATION: SOU BANK NEAR WF 672 AND 50• NNSTREAM PROPOSED: PLACE THREE 20• LONG COCONUT LOGS "' / ? .b ! 1 1 I ! - •/ / / PLANT 20 WITCH HAZEL h 50 SILKY 0 SHRUBS ON TOP OF BARK _ _ \ Lam• (OT @t'�O / `• `••1! , „e, / .q l'%�1�.`! 81 707 s f ,• \` SEE SHEET 40 OF 41 FOR EROSION CONTROL NOTES, DE ---AILS AND NARRATIVE. -w--4 Ir L yp fl I 4 d \ �00 d d `r r• ♦ � I 84 in } d t9A ` dry 2 43.31 ' 4 111 N/- MA?URE MITCHELL W. (fj 8 & BEVERLY J. w Ar9a( (-0 4 ajD _" d I � N Z 1 HEAR WF 40 , / 1.87 A PROPOSED: PLANT 30 TOP OF BANw , ! r / , / / _ • \ ,' ' - - - _ (SEE NOTES F R£WM DED SPECIE) % A / �, AREA 3: 1 C ` 0 L0 - - - -LOCATION: NORTH BANK (2 AREAS) AND / / / 1 / SOUTH BANK (1 AREA) NEAR TINE D665 AE I _ � / ♦ / PROPOSED: PLANT 200 SHRUBS IN Sl1°T' SEOBMENT / L yr •P/ / ! j I 1 (\ / �Y / / (SEE NOTES FOR RECOMMENDED SPEG£S) / ` \ \ \ - _ _ -00 CN OCA REA 5N: NORM BANK NEAP Wf 57 / / /! ` !I / // ' / / Parcel P / / '/ �1(� l t1 2 / / Tyw�" \t _ - _ -ae_ SED: PLANT TS SHEENS N/SOFT , / ♦ l SEDIMENTS (SEE NO s �l, OTHER LAND OF PERRY WOOD LIMITED PARTNERSHIP \�0- / l area 2,175,675 sq ft 0� /„ 49.94f Ac. �'(� 70 SEE NOTE S✓ \ , I - \ ' '07 / '�`•/ JAREA 6; .� 5' LOCATION: SOUTH BANK 2 PROPOSED. POCONUI LOG ALONG OF AREA 5 PLANT SHRUBS BEHIND COCONUT GO NG BANK LOG (SEE NOTES FOR RECOMMENDED SPECIES) r / AREA 7: OCATION: NORTH BANK AT Y.T 13 OPOSED: PLANT TOO SHRUBS IN SOFT SEDIMENT '^ •...r/ /! , �/ ( / , / / (SEE NOTES FOR RECOMMENDED SPECIES) AREA B: LOCATION: NORTH BANK AT BEND IN BROOK NEAR WT 32 / / // (� �, / / .`■/ / PROPOSED: PLANT 30 SHRUBS AT BASE OF NORTH BANK ! / SEE NOTES FOR RECOMMENDED SPECIES BANCROFT BROOK MITIGATION PLAN NOTES: 1. LANTINGj7 -AN L0NAITOOGS ARE APPRO MCATIN AND NUMBER OFPROPOSD MAXIMUM OFro1000 -` � (� 1 / NATION EAlMDJ ,, AREA 9: L O.CNTINGS AND 15 COCONUT LOW MAY BE REWIRED. EXACT \ _ \ / LE ATKN OF MIMTATICN AREAS AND MEASURES SHILL BE N LOCATION: NORTH BANK AT BE IN BROOK AT WF 3/ \ ....i , , PROPOSED: PLANT 15 SHRUBS IN SOFT SEDIMENTS ENGINEER. ANBD TO DAVONME TAL PLANNER. BELTED 9- , / (SEE NOTES FOR RECOMMENDED SPECIES) / yp / / •NitR / 2. ROC^IM EENDED SPECIES: SILKY DOGWOOD, SPIC£BUSH, N F K F B R i'C K COMPANY INC. 1 MU;I_LEWOOD, ARROYM000, AND MATCH HAZEL jay jj s-• � 1 f 1 \1 LT11\ L\ �e �!+ , r r + , / / I - \ I t' '' j �j ry W► i' -1 10e' 1 r I ,1 r »�;r ESQ I• t � ` - °"' c `"TIM 400 rcxD to IVjCHAMMI AS / LCCAAAND� Sro N ■E,D , I 76 WA FRETS �� u alaH •` ` R.Y. 25 ' \BY DES04 1 �\ / beta{ S' r d --_ 202.65 , { - > �- 971.57' - - 6.72' ./ AL 2, �, #�►�� j / -- S67 N ))F -- -- s- - _I _fl - �� : (1 \� / + \ • ja5� � N/F KF BRICK COMPA it[ \/__.-� / l /'-� �1JS\\ �%'' �•-�'�-____-��.' J\` 8 11-12-03 PER DEP COMMENTS 7 11-11-03 PER DEP COMMENTS 6 9-24 O3 I GENERAL REVISIONS ' REVISIONS011111 x `> q m 0 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 5 8-3-03 revisions for final peons 4 7-15-02 town comments 3 4-11-02 lot lines BY A LICENSED LAND SURVEYOR PRIOR TO 2 2-12-02 town comments CONSTRUCTION. 1 1-08-02 town comments 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. -�.,..wr,n...,..a c,:,......,,.....w,..,...a.. NO. DATE • �wwrnsamrrvt.- DESCRIPTION truce•t•"mau.un�+.a-••Ismu.Tws�-i:•-■.+*.^A•mwa:c...yr. GEIS G8S uue )as MHA THIS PLAN IS FOR SEDIMENTATION AND gbs RA EROSION CONTROL ONLY, AND IS NOT TO RA RA BE USED FOR UTILITIES CONSTRUCTION. BY GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. LEGEND 0 IRON PIN TO BE SET e EXISTING IRON PIN o MONUMENT TO BE SET ■ EXISTING MONUMENT -0- EXISTING UTILITY POLE `ob PROPOSED UTILITY POLE _ =En_ = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE ® EXISTING SANITARY MANHOLE AND RIPE -{s�- PROPOSED SANITARY MANHOLE AND PIPE � D PROPOSED WATER MAIN AND HYDRANT Z DUMPSTER PAD -R.L.- ROOF LEADER - S -- SANITARY LATERAL - W - WATER LATERAL --•23r4- EXISTING CONTOUR ---C2Z]-- PROPOSED CONTOUR XGL95 EXISTING SPOT GRADE G� PROPOSED SPOT GRADE 4- SURFACE DRAINAGE FLOW DIRECTIC,� - - -- 80' UPLAND REVIEW AREA •- INLAND WETLANDS - - - --0 SILT FENCE CONSTRUCTION LIMIT - SOILS m"\ EXISTING TREE LINE rYYY rV PROPOSED TREE LINE WETLANDS MITIGATION AREA AREA OF WETLANDS IMPACT try TEST PIT LOCATION 860.291.8755' esisin rofessionals, ■ Inc. ® F! Civil Enginee, • Planners • Surveyors • CIS I 35 south sate: oud • South xlr J,,vi cc.-,rleeLicut 06074 -_ - .. A�149�.d4""_.i'^}'9S.'.�','Y`..,.:.,"-.FY-•.•�t11.:.�R!Nw_*2t*Fa+n�r..r.-nsaacP Sedic�erit k Ero�' ��ar� DESIGN.- RA I DRAWN.- RA I CHEGhED: GBS JOB NO.: 125J - DA TE: No vemb er 2007 ORAMM, NO.: server/jobs/1253loctive,'1253_24io31 g 9 I'•d/F DOROTHY CHUCHRO NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. AREA OF THE PARCEL. IS 3,490,887 S.F. - 80.13 AC 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER FIRM PANEL 6 OF 9 COMMUNITY PANEL NUMBER 090036 0006B. 4. HORIZONTAL DATUM BASED ON NAD'63; VERTICAL DATUM BASED ON NAVD'29. 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. 7. TOPOGRAPHIC SURVEY ACCURACY - T-3 MAP REFERENCES: 1. PART OF ESTATE OF ELLSWORTH SPERRY, SUWVAN AVE. (ROUTE 194) SOU11A WINDSOR, CONN. SCALE V-100% DATE: MAY 1967 BY CLOSE, JENSEN & MILLER - MAP NO. 527-9. 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK. NEW HAVEN AND HARTFORD RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO STATION 1214+40 TOWN OF SOUTH WINDSOR. STATE OF CONN. SCALE 1'=100' DATE: DUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. 3. PATRIA INDUSTRIAL PARK, SUWVAN AVENUE, SOUTH WINDSOR - SCALE 1"-40' - MAY 1970 WWAM J CARRINGTON,REG L.S. 561B. 4. THE SULLIVAN AVENUE ..;JUSTRIAL PARK, SUWVAN AVENUE, SOUTH WINDSOR, SCALE: 1"-40' APRIL 1966, C.D. JAY ASSOCIATES. 511A 5. PLOT PLAN - PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY SUWVAN AVENUE, SOUTH WINDSOR, CT. DATE: 1-27-86 REV. TO 2-7-86 SCALE 1' - 100% SHEET SO-2 BY FUSS & O'NEILL 1666B. OWNER / APPLICANT SOUTH WINDSOR TECHNOLOGIES CENTER, LLC 312 DEMING STREET P.O. B0`X 1149 SOUTH WINDSOR, CONNECTICUT 06074•-1 149 T EL. (860) 644-21 9 PROPERTY SURVEY/SUBDIVISION SH South Windsor Technologies Center 31 Sullivan Avenue souutL wn0n6or Connecticut t 3B8ii•�U��3i'•?.'YAC'�:'•S'.L".L'di.ii�Ek:;.i[u".•7$�".I�;"'ilfliNL!$Z(�•f^� "%D9!"F�I�F!��`Y/d•:SE:3•.• . y.nw�i•'.^'N�g: :MNM,M.7._ 4.INRY.0.Satf1,9•➢ff[:C STORM DRAINAGE STRUCTURE SCHEDULE CB TYPF T.F. INV. OUTLET FE 63.0 (48") (BASIN #2) 2 C 77.41 64.32 (42") 66.45 (24") 63.82 (48") 3 C 76.41 67.55 (24") 4 C 76.41 67.77 (24") 5 - C 77.30 69.00 (15") 68.22 (24") 6 C 77.30 69.13 (15") 7 C 76.60 69.75 (15") 69.50 (18") 69.00 (24" 8 C 76.60 70.15 (15") 69.90 (18") 9 C 76.16 70.78 (15") 10 C 76.16 70.38 (15") 11 C 76.41 66.42 (36") 12 C 76.41 64.82 (42") 66.20 (36") 1.3 C 77.75 69.24 (15") 67.33 (36") 14 C 77.75 69.50 (15") 15 C 77.44 69.00 (1 r"') 68. _ ' (36") 16 C 77.44 69.26 (15") 17 C 77.57 69.89 (18") 69.87 (30") 69.37 (36") 18 C 77.60 70.19 (18") 19 C 77.60 70.48 (18") 70.73 (15") 20 C 76.96 73.43 (15") 20A C 77.99 71.17 (15") 21 C 715.96 73.56 (15" 24 C 77.30 70.86 (30") 72.11 (15") 25 C 77.30 72.24 (15") _26 C 79.80 73.22 (15") 71.97 (30") 72.47 (24") _27 C 79.80 73.48 (15") _28 C 81.28 74.13 (15") 73.88 (18") 73.38 (24") 28A C 80.57 72.96 (24") 29 C 81.28 74.39 (15") 30 C 81.39 74.87 (18") 31 C 31.39 75.00 (18") 48 C 82.18 75.53 (18") 50 C 80.47 76.08 (18") 76.3.3 (15") 51 C 80.47 76.95 (15") OUTLET FE 68.00 (24") (BASIN #1) 33 C 77.31 68.20 (24") 34 C 77.31 69.30 (18") 68.33 (24") 34A C 75.84 70.14 (18") 35 C 79.27 70.33 (15"&24") 35A C 78.93 70.08 (24") 36 C 79.27 70.46 (15") I 37 C 78.15 71.03 (15") 70.82 (24") .56 U 78.15 71.16 (15") � 39 C 79.58 71.73 (15") 71.49 (24") 39A C 78.87 71.15 (24") 40 C 79.58 71.99 (15") 41 C 81.40 72.63 (15") 42 C 81.40 72.76 (15") 43 C 74.98 70.85 (15") 70.60 18" 44 C 74.98 71.11 (15") 45 C 81.24 73.19 (15") SANITARY SEWER STRUCTURE SCHEDULE 1 77.88 64.62 2 77.07 64.40 3 77.87 63.74 4 77.21 64.87 5 78.19 66.07 6 78.44 66.86 8 79.32 68.19 9 80.62 68.78 i0 81.62 69.23 11 82.45 70.58 12 82.58 70.96 13 77.60 68.14 14 76.46 68.71 15 75.86 69.33 16 78.47 71.40 17 79.86 72.10 18 78.92 72.60 19 79.61 73.17 20 82.22 74.47 22 77.20 63.19 23 76.75 62.69 24 75.50 62.27 25 77.00t 62.03 26 78.50 61.40 PROPOSED SANITARY LATERALS Lot# Location Invert Invert Length Slope Size at pipe at ROW % SRD-35 1 SMH 12 71.46 72.50 50 2.00 6" 2 SMH 10 69.73 70.61 44 2.00 6" 3 SMH 8 68.69 69.43 37 2.00 6" 4 8 + 2.9 67.70 68.44 37 2.00 6" 5 SMH # 6 67.36 68.02 33 2.00 6" 6 10 + 75 66.92 67.66 37 2.00 6" 7 SMH # 5 66.57 67.23 33 2.00 6" 8 13 + 10 66.09 66.75 33 2.00 6" 9 SMH # 1 65.12 65.78 33 2,00 6" 10 SMH # 2 64.90 65.56 33 2.00 6" 11 18 + 00 64.65 65.39 37 2.00 6" 12 18 + 88 64.46 65.28 41 2.00 6" 13 SMH # 3 64.24 65.82 79 2.00 8" 14 SMH # 3 64.24 65.82 79 2.00 8" 15 18 + 78 64.48 65.30 41 2.00 6" 16 17 + 58 64.75 65.55 40 2.00 6" 17 SMH # 2 64.90 65.56 33 2.00 6" 18 SMH # 22 63.69 10' STUB 6" 19 SMH # 4 65.52 66.22 35 2.00 6" 20 SMH # 4 65.52 66.36 42 2.00 6" 21 13 + 54 65.94 66.72 39 2.00 6" 22 SMH 5 66.57 67.23 33 2.00 6" 23 SMH 5 66.57 67.29 36 2.00 6" 24 SM;1 # 13 68.64 69.30 33 2.00 6" 2F; SMH # 14 69.21 69.91 35 2.00 6" 26 SMH # 15 69.83 70.56 35 2.00 6" 27 SMH # 17 72.60 73.43 40 2.00 6" 28 SMH # 18 73.10 73.83 35 2.00 6" 29 SMH #19 73.67 74.40 35 2.00 6" 30 3 + 5 73.98 74.71 35 2.00 6" 31 SMH # 20 74.97 75.70 35 2.00 6" 32 SMH 19 73.67 74.40 35 2.00 6" 32 SMH 20 74.97 75.70 35 2.00 6" 33 SMH 1b 69.83 7 0. 55 35 2.00 6" 34 SMH 13 68.64 69.37 35 2.00 6" 35 SMH # 8 68.69 69.36 32 2.00 6" 36 SMH # 9 69.28 69.97 33 2.00 6" 37 SMH #_ J 69.73 70.44 34 2.00 6" u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ° 2. ALL UTILITIEF 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 E M.J �co I - X /. .�VI n q U / / / s l��junnun�l / V� N102 5 » 3 h. 8+00 7+00 OWNER / APPLICANT SOUTH WINDSOR TECHNOLOGIES CENTER, LLC 312 DEMING STREET P.O. BOX 1149 SOUTH WINDSOR, CONNECTICUT 06074-1149 TEL. (860) 644-2197 8 11-11-03 PER DEP COMMENTS GBS 10-09-03 revisions for final plans MHA 7 revisions for final Dlons REVISIONS 5 7-8-03 SEWER CONNECTION AT ROUTE 5 JAS 4 7-15-02 TOWN COMMENTS MHA l 3 4-11-02 LOT LINES GBS 2 2-12-02 TOWN COMMENTS RA 1 1-08-02 TOWN COMMENTS RA S AL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. 0A is I DESCRIPTION , BY g 6+00 5+00 4+00 3+00 CALE: 1 inch =- 40 feet Horiz. 1 inch = 4 feet Vertica 2+00 1 +00 w Tel. 860.291 • 8755 Fox 860 •291 • 8757 Clesign i CRoff--r.ssionals, inc, ® civil engineers • planners surveyors B r landscape architects • -is gps 165 South Satellite Road, South Windsor, Connecticut 06074 0+ 00 PAT�lI� �©AD PROF ATCH ENT I� w 70 UPSTREAM STORM STRUCTURE STORM DRAINAGE BASIN #1 PIPE INFORMATION DOWNSTREAM STORM STRUCTURE I CB #33 40 LF - 24" RCP 0 0.5% FE OUTLET CB #34 26 LF - 24" RCP 0 0.5% CB #33 CB #34A 143 LF 18" RCP 0 0.59% CB #34 CB #43 78 LF 18" RCP 0 0.59% CB #3.1 A CD #44 26 LF 15" RCP 0 1.0% CB #43 CB #35 50 LF ti 24" RCP 0 0.5% CB #35A CB #35A 155 LF 24" RCP 0 1.13% CB #34 CD #36 26 LF 15" RCP 0 0.5% CB #35 CB #37 97 LF 24" RCP 0 0.5% CB #35 CB #38 26 LF ti 15" RCP 0 0.5% CB #37 CB #39A 66 LF ti 24" RCP 0 0.5% CB #37 CB #39 G8 LF 24" RCP @ 0.5% CB #39A CB #40 26 LF 15" RCP 0 1.0% CB #39 CB #41 180 LF 15" RCP 0 0.5% CB #39 CB #42 26 LF 15" RCP 0 0.5% CB #41 CB #45 85 LF 15" RCP 0 0.5% CB #42 EXISTING 71 LF 15" RCP 0 0.5% CB #45 UPSTREAM STRUOCRTURE STORM DRAINAGE BASIN #2 DOWNSTREAM STRUOCTURE CB #2 164 LF 48" RCP 0 0.5% FE OUTLET CB #4 26 LF 24" RCP 0 0.85% CB #3 CD #3 100 LF 24" RCP 0 1.1 % CB #2 CB #5 90 LF 24" RCP 0 0.5% CB #4 CD #6 26 LF 15" RCP 0 0.5% CB #5 CB #7 155 LF 24" RCP 0 0. `: ` CB #5 CB #8 40 LF - 18" RCP 0 1.0% CB #7 CB #9 63 LF - 15" RCP 0 1.0% CB #8 CB #10 63 LF - 15" RCP 0 1.07. CB #7 CB #11 26 LF - 36" RCP 0 0.85% CB #12 CB #12 100 LF ^- 42" RCP 0 0.5% CB #2 CB #13 130 LF - 36" RCP 0 0.7% CB #11 CB #14 26 LF 15" RCP 0 1.0% CB #13 CB #13 CB #15 165 LF 36" RAP 0 0.6% CB #16 _ 26 LF 15" RCP 0 1.0% CB #15 CB #17 209 LF 36" RCP 0 0.5% CB #15 CB #18 40 LF 18" RCP 0 0.80% CB #17 CB #19 58 LF 18" RCP 0 0.5% CB #18 CB #20 228 LF - 15" RCP 0 0.98% CB #20A CB #2UA 44 LF - 15" RCP (9 1.U7. (l3 #ly CB #20 CB #21 26 LF - 15" RCP 0 0.5% CB #24 198 LF - 30" RCP 0 0.57. CB #17 CB #25 26 LF - 15" RCP 0 0.5% CB #24 CB #26 222 LF 30" RCP 0 0.5% CB #24 CB #27 26 LF 15" RCP 0 1.0% CB #26 CB #28 56 LF 24" RCP 0 0.757. CB #28A CB #28A 65 LF 24" RCP 0 0,75% CB #26 CB #29 26 LF 15" RCP 0 1.0% CB #28 CB #30 198 LF 18" RCP 0 0.5% CB #28 CB #31 26 LF ti 18" RCP 0 0.5% CB #30 CB #48 107 LF - 18" RCP 0 0.5% CB #31 CB #50 109 LF - 18" RCP 0 0.5% CB #48 CB #51 26 LF - 15" RCP 0 2.4% CB #50 UPSTREAM STRUCTURE SANITARY' SEWER PIPE INFORMATION DOW EWTERR AM STRUCTURE SMH #1 98 LF 12" PVC SDR-35 0 0.227. SMH #2 SMH #2 300 LF 12" PVC SDR-35 0 0.22% SMH #3 SMH #3 250 LF 12" PVC SDR-35 ® 0.22% SMH #22 SMH #4 114 LF ti 12" 'VC SDR-35 0 0.35% SMH #1 SMH #5 298 LF 12" PVC SDR-35 0 0.35% SMH #4 SMH #6 225 LF - 12" PVC SDR-35 0 0.35% SMH #5 SMH #8 300 LF - 12" PVC SDR-35 0 0.4% SMH #6 SMH #9 117 LF 12" PVC SDR-35 0 0.5% SMH #8 SMH #10 89 LF 12" PVC SDR-35 0 0.57. SMH #9 SMH #11 269 LF 12" PVC 6DR-35 0 0.5% SMH #10 SMH #12 75 LF ti 12" PVC SDR-35 0 0.5% SMH #11 SMH #13 290 LF 12" PVC SDR-35 0 0.4% SMH #6 SMH #14 114 LF ti 12" PVC SDR-35 0 0.5% SMH #13 SMH #15 124 LF 12" PVC SDR-35 0 0.57. SMH #14 SMH #16 259 LF 12" PVC SDR-35 0 0.8 % SMH #15 SMH #17 140 LF 12" PVC SDR-35 0 0.5% SMH #16 SMH #18 99 LF 12" PVC SDR-35 0 0.5% SMH #17 SMH #19 114 LF 12" PVC SDR-35 0 0.5% SMH #18 SMH #20 260 LF N 12" PVC SDR-35 0 0.5% SMH #19 SMH #22 225 LF 12" PVC SDR-35 0 0.22% SMH #23 SMH #23 191 LF 12" DUCTILE IRON 0 0.22% SMH #24 SMH #24 108 LF 12" PVC SDR-35 0 0.227. SMH #25 SMH #26 SMH #25 283 LF - 1-' PVC SDR-35 0 0.22% SMH #26 37 LF - 12" PVC SDR-35 0 0.22% SMH #27 LEGEND 0 IRON PIN TO BE SET s EXISTING IRON PIN 17 MONUMENT TO BE SET ■ EXISTING MONUMENT �A7UI� EIE'ij � EXISTING UTILITY POLE 60.00 cia> PROPOSED UTILITY POLE I = EXISTING CATCH BASIN AND PIPE = PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE wm4bw EXISTING SANITARY MANHOLE AND PIPE -- PROPOSED SANITARY MANHOLE AND PIPE lap PROPOSED WATER MAIN AND HYDRANT DUMPSTER PAD - R.L.- ROOF LEADER - s - SANITARY LATERAL SURFACE DRAINAGE FLOW DIRECTION DE -SIGN.- RA DRA rYN.• RA CHECKED.- GBS JOB NO.: 125.3 DA TE.• NO VEMBER 2000 DRAWNG NO.: SERVER\JOBS �12531A0T/VE132-33.DWG PROPERTY SURVEY/SUBDIVISION - W - WATER LATERAL -a34-- EXISTING CONTOUR - " 7-- PROPOSED CONTOUR x61,95 EXISTING SPOT GRADE PROPOSED SPOT GRADE - - 80' UPLAND REVIEW A A ® INLAND VrTLANDS - - - -+ SILT FFNCF CONSTRUCTION LIMIT SOILS EXISTING TREE LINE PROPOSED TREE LINE - EASEMENT South Windsor Technologies Center 2 t 10 Iry W211\101`A1I'�. C OFTNECTUCUT ';L'.d:!"i�'R:iCC's9tlAlY!RT.�9C�Yf.C' SY4g27i6:'.f SHEET 3�] STORM DRAINAGE STRUCTURE SCHEDULE CB TYPE T.F. INV. 'TLET FE 63.0 (48") (BASIN #2) L� C 77.41 64.32 42" 66.45 24") 63.82 48" 3 C 76.41 67.55 (24") 4 C 76.41 67.77 (24") 5 C 77.30 69.00 (15") 68.22 (24") 6 C 77.30 69.13 (15") 7 C 76.60 69.75 (15") 69.50 (18") 69.00 (24" 8 C 76.60 70.15 (15") 69.90 (18") 9 C 76.16 70.78 (15") 10 C 76.16 70.38 (15") 11 C 76.41 66.42 (36") 12 C 76.41 64.82 (42") 66.20 (36") 13 C 77.75 69.24 (15") 67.33 36" 14 C 77.75 69.50 (15") 15 C 77.44 69.00 15" 68.32 (36") 16 C 77.44 69.26 (15") 17 C 77.57 69.89 (18") 69.87 (30") 69.37 (36") 18 C 77.60 70.19 (18") 19 C 77.60 70.48 18") 70.73 (15") 20 C 76.96 73.43 (15") 20A C 77.99 71.17 (15") 21 C 76.96 73.56 15") 24 C 77.30 70.86 (30") 72.11 15" 25 C 77.30 72.24 (15") 26 C 79.80 73.22 15" 71.97 30") 72.47 24" 27 C 79.80 73.48 15" 28 C 81.28 74.13 (15") 73.88 18" 73.38 24" 28A C 80.57 72.96 (24") 29 C 81.28 74.39 (15") 30 C 81.39 74.87 (18") 31 C 81.39 75.00 (18") 48 C 82.18 75.53 (18") 50 C 80.47 76.08 (18") 76.33 15" 51 C 80.47 76.95 (15") OUTLET FE 68.00 (24") (BASIN #1) 33 C 77.31 68.20 (24") 34 C 77.31 69.30 (18") 68.33 (24") 34A C 75.84 70.14 (18") 35 C 79.27 70.33 (15"&24") 35A C 78.93 70.08 (24") 36 C 79.27 70.46 (15") 37 C 78.15 71.03 (15") 70.82 (24") 38 C 78.15 71.16 (15") 39 C 79.58 71.73 (15") 71.49 (24") 39A C 78.87 71.15 (24") 40 C 79.58 71.99 (15") 41 C 81.40 72.63 (15") 42 C 81.40 72.76 (15") 43 C 74.98 70.85 (15") 70.60 (18") 44 C 74.98 71.11 (15") 45 C 81.24 73.19 (15") SANITARY SEWER STRUCTURE SCHEDULE SMH T.F. INV. 1 77.88 64.62 2 77.07 64.40 3 77.87 63.74 4 77.21 64.87 5 78.19 66.07 6 78.44 66.86 8 79.32 68.19 9 80.62 68.78 10 81.62 69.23 11 82.45 70.58 12 82.58 70.96 13 77.60 68.14 14 76.46 68.71 15 75.86 69.33 16 78.47 71.40 17 79.86 72.10 18 78.92 72.60 19 79.61 73.17 20 82.22 74.47 22 77.20 63.19 23 76.75 62.69 24 75.50 62.27 25 77.00f 62.03 26 78.50 61.40 97 77 35+ Al 3? PROPOSED SANITARY LATERALS Lot,# Location Invert Invert Length Slope Size at pipe at ROW % SRD-35 1 SMH # 12 71.46 72.50 50 2.00 6" 2 SMH # 10 69.73 70.61 44 2.00 6" 3 SMH 8 68.69 69.43 37 2.00 6" 4 8 + 2.9 67.70 68.44 37 2.00 6" 5 SMH # 6 67.36 68.02 33 2.00 6" 6 10 + 75 66.92 67.66 37 2.00 6" 7 SMH # 5 66.57 67.23 33 2.00 6" 8 13 + 10 66.09 66.75 33 2.00 6" 9 SMH ; 1 65.12 65.78 33 2.00 6" 10 SMH 2 64.90 65.56 33 2.00 6" 11 18 + 00 64.65 65.39 37 2.00 6" 12 18 + 88 64.46 65.28 41 2.00 6" 13 SMH # 3 64.24 65.82 79 '?.00 81" 14 SMH # 3 64.24 65.82 79 2.00 8" 15 18 + 78 64.48 65.30 41 2,00 6" 19 17 + SR 64.7S 65 Sri 4n 7_nn s" 17 SMH #-2 64.90 65.56 33 2.00 6" 18 SMH # 22 63.69 10' STUB 6" 19 SMH # 4 65.52 66.22 35 2.00 6" 20 SMH # 4 65.52 66.36 42 2.00 6" 21 13 + 54 65.94 66.72 39 2.00 6" 22 SMH # 5 66.57 67.23 33 2.00 6" 23 SMH # 5 66.57 67.29 36 2.00 6" 24 SMH # 138.64 69.30 33 2.00 6" 25 SMH # 14 69.21 69.91 35 2.00 6" 26 SMH # 15 69.83 70.56 35 2.00 6" 27 SMH # 17 72.60 73.43 40 2.00 6" 28 SMH # 18 73.10 73.83 35 2.00 6" 29 SMH 1 19 73.67 74.40 35 2.00 6" 11)+ 5 73 4R 7471 35 2 nn fi" 31 SMH' 20 74.97 75.70 35 2.00 6'" 32 SMH 19 73.67 74.40 35 2.00 6" 32 SMH 20 74.97 75.70 35 2.00 6" 33 SMH 15 69.83 70.55 35 2.00 6" 34 SMH 4 13 68.64 69.37 35 2.00 6" 35 SMH # 8 68.69 69.36 32 2.00 6" 36 SMq # 9 69.28 69,97 33 2.00 6"' 37 SMH 10 69.73 70.44 34 2.00 6"' x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY rQ LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE o INFORMATION. ALL EXISTING UTILITIES SHOULD o ( BE FIELD VERIFIED PRIOR TO CONSTRUCTION. h 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. / 35F. y I 00 / O j V>I 1 u uJ _ I V.. Z. i �60 u IH 417 AT 6+50 "• 79 8�i ✓ 72.10 7 10-09-03 revisions for final plans MHA 6 9-23-03 revisions for final plans jos REVISIONS ..- .l�'S2_L7.SM!165 U:i'i�'90A:`]7R'T31'±r'-E�TBEkTE�'71A"'9 - r.y_:rs^rx?aeimv�•t�n�ex�a+:a�:�.. .�vu[�e�de" fl 5 7-8-03 SEWER CONNECTION AT ROUTE 5 JAS 4 7-15-02 TOWN COMMENTS MHA 3 4-11-02 LOT LINES GBS 2 2-12-02 TOWN COMMENTS RA 1 1-08-02 TOWN COMMENTS RA NO. DATE a114968'JC.+'.Yt"'J.P.6:• I DESCRIPTION .• •.••.._ S'LY•.6L..?'^ l":'StY':L'!!'.�''Y!^e]C^."GP.^:_x43P'11�"4±'. .�^.i^.LCYSi BY .. Schweir Road Ext. 1 inch = 40 feet Horiz 1 inch - 4 feet Verticz DATUM ELEV 65.00 VWIVER /AP PLIC/AIN 1 WINDSOR TECHNOLOGIES CENTER, 312 DEMING STREET P.O. BOX 1149 SOUTH WINDSOR, CONNECTICUT 06074-1149 TEL. (860) 644-2197 UPSTREAMT- STORM STRUCTURE STORM DRA �A E BASIN #1 PIPE INFORMATION -1 DOWNSTREAM STORM STRUCTURE CB #33 40 LF - 24" RCP @ 0.5% FE OUTLET CB #34 26 LF - 24" RCP @ 0.5% CB #33 CB #34A 143 LF 18" RCP @ 0.59% CB #34 CB #43 78 LF 18" RCP @ 0.59% CB #34A CD #44 26 LF 15" RCP @ 1.0% CB #43 CB #35 50 LF 24" RCP @ 0.5% CB #35A CB #35A 155 LF 24" RCP @ 1.13% CB #34 CD #36 26 LF 15" RCP @ 0.5% CB #35 CB #37 97 LF 24" RCP @ 0.5% CB #35 CB #38 26 LF 15" RCP @ 0.5% CB #37 CB #39A 66 LF 24" RCP @ 0.5% CB #37 CB #39 68 LF 24" RCP @ 0.5% (-B #39A CB #40 26 LF 15" RCP @ 1.0% CB #39 CB #41 180 LF 15" RCP @ 0.5% CB #39 CB #42 26 Li 15" RCP @ 0.5% CB #41 CB #45 85 LF 15" RCP CO) 0.5% CB #42 EXISTING 71 LF 15" RCP @ 0.5% CB #45 UPSTREAM STOMSTRUCTURE STORM ]DRAINAGE BASIN 2 DOWNSTREAM STRUOCTURE CB #2 164 LF 48" RCP @ 0.5% FE OUTLET CB #4 26 LF 24" RCP @ 0.85% CB #3 CD #3 100 LF 24" RCP @ 1.1 % CB #2 CB #5 90 LF 24" RCP @ 0.5% CB #4 CD #6 26 LF 15" RCP @ 0.5% CB #5 CB #7 155 LF 24" RCP @ 0.5% CB #5 CB #8 40 LF - 18" RCP 01.07. CB #7 CB #9 63 LF - 15" RCP @ 1.0% CB #8 CB #10 63 LF - 15" RCP @ 1,07. CB #7 CB #11 26 LF - 36" RCP @ 0.85% CB #12 CB #12 100 LF ^- 42" RCP @ 0.5% CB #2 CB #13 130 LF - 36" RCP @ 0.7% CB #11 CB #14 26 LF 15" RCP @ 1.0% CB #13 CB #15 165 LF 36" RCP @ 0.6% CB #13 CB #16 26 LF 15" RCP @ 1.0% CB #15 CB #17 209 LF ti 36" RCP @ 0.5% CB #15 CB #18 40 LF 18" RCP @ 0.80% CB #17 CB #19 58 LF 18" RCP @ 0.5% CB #18 CB #20 228 LF 15" RCP @ 0.98% CB #20A CB #20A 44 LF 15" RCP @ 1.0% CB #19 CB #21 26 LF 15" RCP @ 0.5% CB #20 CB #24 198 LF 30" RCP @ 0.5% CB #17 CB #25 26 LF 15" RCP @ 0.5% CB #24 CB #26 222 LF 30" RCP @ 0.5% CB #24 CB #27 26 LF 15" RCP @ 1.0% C8 #26 CB #28 56 LF ti 24" RCP @ 0.75% CB #28A CB #28A 65 LF 24" RCP @ 0.75% CB #26 CB #29 26 LF 15" RCP @ 1.0% CB #28 CB #30 198 LF 18" RCP @ 0.5% CB #28 CB #31 26 LF 18" RCP @ 0.5% CB #30 CB #48 107 LF - 18" RCP @ 0.57. CB #31 CB #50 109 LF - 18" RCP @ 0.5% CB #48 CB #51 26 LF - 15" RCP @ 2.4% CB #50 UPSTREAM SEWER STRUCTURE SANITARY' SEWED. PIPE INFORMATION DOWNSTREAM SEWER STRUCTURE SMH #1 98 LF N 12" PVC SDR-35 ® 0.227. SMH #2 SMH #2 300 LF - 12" PVC SDR-35 @ 0,227. SMH #3 SMH #3 250 LF N 12" PVC SDR-35 ® 0.22% SMH #22 SMH #4 114 LF - 12" PVC SDR-35 @ 0.35% SMH #1 SMH #5 298 LF - 12" PVC SDR-35 ® 0.35% SMH #4 SMH #6 225 LF - 12" PVC SDR-35 @ 0.35% SMH #5 SMH #8 300 LF - 12" PVC SDR-35 ® 0.4% SMH #6 SMH #9 117 LF - 12" PVC SDR-35 @ 0.5% SMH #8 SMH #10 89 LF - 12" PVC SDR-35 9 0.5% SMH #9 SMH #11 269 LF N 12" PVC SDR-35 ® 0.5% SMH #10 SMH #12 75 LF - 12" PVC SDR-35 @ 0.5% SMH #11 SMH #13 290 LF - 12" PVC SDR-35 ® 0.4% SMH #6 SMH #14 114 LF - 12" PVC SDR-35 @ 0.5% SMH #13 SMH #15 124 LF - 12" PVC SDR-35 @ 0.5% SMH #14 SMH #16 259 LF - 12" PVC SDR-35 @ 0.87. SMH #15 SMH #17 140 LF - 12" PVC SDR-35 @ 0.5% SMH #16 SMH #18 1 99 LF - 12" PVC SDR-35 ® 0.5% SMH #17 SMH #19 114 LF - 12" PVC SDR-35 @ 0.5% SMH #18 SMH #20 260 LF - 12" PVC SDR-35 ® 0.5% SMH #19 SMH #22 225 LF - 12" PVC SDR-35 ® 0.22% SMH #23 SMH #23 191 LF - 12" DUCTILE IRON ® 0.22% SMH #24 SMH #24 108 LF - 12" PVC SDR-35 ® 0.22% SMH #25 SMH #25 283 LF - 12" PVC SDR-35 ® 0.22% SMH #26 SMH #26 37 LF - 12" PVC SDR-35 @ 0.22% SMH #27 0 IRON PIN TO BE SET s EXISTING IRON PIN MONUMENT TO BE SET EXISTING MONUMENT EXISTING UTILITY POLE � PROPOSED UTILITY POLE = dEY�= = FYIgTIN(', (AT(('14 RASIN AND PIPE --1-21- PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE • r®' • EXISTING SANITARY MANHOLE AND PIPE - 4- PROPOSED SANITARY MANHOLE AND PIPE PROPOSED WATER MAIN AND HYDRANT 12S1 DUMPSTER PAD --R.L.- ROOF LEADER - S - SANITARY LATERAL - w - WATER LATERAL --339-- EXISTING CONTOUR --['D-- PROPOSED CONTOUR X61.95 EXISTING SPOT GRADE �7 PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION - - 80' UPLAND REVIEW ® INLAND WETLANDS - - - -+ SILT FENCE CONSTRUCTION LIMIT SOILS EXISTING TREE LINE PROPOSED TREE LINE - EASEMENT -�:;a:s.t:sa:.a'.'.rrF's{:.-u.::arua4..�N.:_t:.uati,.s::..xtx._,......xnavati•era:,'earax-..•...,•�_��a;,i,a;...;�y.-*,•*_-��.,••,•s.ax�tim�x..axwwxcncc�rav:::'rz'�rmr�vwras+c+ww�ase;«c�:awt..rax'-.,_m�ara�e+aezx':.-n:r•trs�:axs�sa:wsern.srr..a..s+:�r..�a.'..��.��;sss�:a::+u„mx�uu•s�4�n.:vs;:u.caru.,:•.:•.. •:o n••:-:.a�,.-•�•••. - - - �. AIlSS%';L`a%:Vi •,S'7ruDtf:/A.Y.Rbi3'i�r'i"•� - - _-- _ ----- �:�R'�1�Y 1�71�Y�i`"•"•• '•"';x �+�:�v '@"m•'?G•:'^'9. i::]:.1-��av n:n �., fuas2n.x..st ,y.�w. -_,i]{tL7vA7F3I2�4i.Tffi7.1�a"A14Y.'GY.{ti.iJ6fi7i4-.Y.w�LX6(A1SL'T- -�� Si32Wti:Di[Riv.'IS'.�1 9Gl' STORM DRAINAGE STRUCTURE SCHEDULE CB TYPE T.F. INV. OUTL:. T FE 63.0 (48") (BASIN #2) 2 C 77.41 64.32 (42") 6F 45 24" 63.82 48" 3 C 76.41 67.55 (24") 4 C 76.41 67.77 (24") 5 C 77.30 69.00 (15") 68.22 (24") 6 C 77.30 69.13 (15") 7 C 76.60 69.75 (15") 69.50 (18") 69,00 (24" O o ,. � 76.60 /c••\ (") IO.Tte 18 S ip � 69.9�:, IZS � 9 C 76.16 70.78 (15") 10 C 76.16 70.38 (15") 11 C 76.41 66.42 (36") 12 C 76.41 64.82 (42") 66.20 13 C 77.75 69.24 (15") 67.33 36" 14 C 77.75 69.50 (15") 15 C 77.44 69.00 (15") 68.32 (36") 16 C 77.44 69.26 (15") 17 C 77.57 69.89 (18") 69.87 (30") 69.37 (36") 18 C 77.60 70.19 18") 19 C 77.60 70.48 (18") 70.73 (15") 20 C 76.96 73.43 (15") 20A C 77.99 71.17 (15") 21 C 76,96 73.56 (15") 24 C 77.30 70.86 (30") 72.11 15" 25 C 77.30 72.24 (15") 26 C 79.80 73.22 15" 71.97 30" 72.47 24" ''7 C 79.80 73.48 15" 28 C 81.28 74.13 (15") 73.88 18" 73.38 24" �^-� it Ifr , it 410w_k� 0�'28'31" N � r " R=5804.65 - - r, 1 /F I.P. Tan=24.07 26 ` ®� COUNTY w It � 9 INSTALL 1DUCTILE37' -12" VC DISTRI13UTORSIRON AT RAILROAD 6� SDR-35 CEP=0.22 ` �` ` CROSSING. CAP BOTH it 9 ENDS 0 ( 0�09OU\`3 mil♦_` N PROPOSED 10' GRAVEL S ( �- �MN' J )ry S6EY.. BIT. PAYMENT \ SO ` � „'� ACCESS DRIVE SEE `` `r r' / O� \ pC @ I n n n /1° -1--� \-`35 2q�c ��t DETAIL r r yo \ e #9 RGP 1.0% Iuu1 o- I I` - --- ®S�0 v� �9 ` -^ PROPOSED 20' SANITARY C)15' ` INSTALL PERMANENT \229 ` SEWER EASEMENT IN FAVOR r r \ VU { 4' SHEETING (TOBE`OF SOUTH WINDSOR LEFT IN PLAC:.) TECHNOLOGIES CENTER, LLC r / - OH1� o� EX. BUILDING O N i 333>>• \ `` \ \ I / / a \\y �t u ooC11, 1. \ sM Q pRpp CR�tsB00 923" N89'1 37"E DFT� �RrI,F o , , , .58 F 070 ' \r ` EX. GRAVEL 115 RCP ( ,r ' l w EX. BIT. PAVMENT i / ? . ��, 1j0 \ ��,' FL-74.38 i`r r' r� `� \� �� T �1Q 00�21 4 r_j N fts 1 t ' _ ` ` 1 J 12" DU IR =012 55+00 28A C 80.57 72.96 (24") � � o � , + � 56 r i , � . �--1' ,,; „•,,,;�4 29 C 81.28 74.39 (15") �"� rIn h CHAT v t d + , LNvrC FENCE ' co ! (` 2,' t / NS9 '37"E \ Cl) 30 C 81.39 74.87 (18"} _ - �� 31 C 81.39 /5.00 (18") - ' „ \ \ 32 48 C 8' 18 75, 53 (18") u - J` r G7 r + , r /, + 3+ ,., 5�\ y �-- - /F� i V i LE3, L'C- + `�- r ti f t S15'31 19 W �� xod E /N 50 C 80.47 76.08 (18") 76.33 15") Ka / °{ SIGN ` r `� , 1' , j r 20.84 51 C 80.47 76.95 (15") / u MOH. '� OUTLET FE 68.00 (24") (BASIN #1) �jF- IXj� 33 C 77.31 68.20 (24") , l `-- 525`-. 80 ` , o SO(yN N% TqR t FFyE "`.0 OF N F y S\ OF R E 2p° 34 C 77.31 69.30 (18") 68.33 (24") , N82'1g'37„W �..,..".I 1 , C SOOT VOR r �3�00 \ �YI1VpTyF T SFM S� 34A C 75.84 70.14 (18") O I „ -...,, + , r / \� \ SOR OtgM ONTF 35 C 79.27 70.33 (15"&24") " - •... \ i ,+ - _ _ ' \ \ ti l ` \ SOUrq I'OR 35A C 78.93 70.08 (24") 36 C 79.27 70.46 (15") 37 C 78.15 71.03 (15") 70.82 (24") 38 C 78.19 71.16 (15") 39 C 79.58 71.73 (15") 71.49 (24") 39A C 78.87 71.15 (24") 40 C 79.58 71.99 (15") 41 C 81.40 72.63 (15") 42 C 8- :-0 72.76 (15") 43 C 74.98 7085 (15") 7n tin (1 R.") 44 C 74.98 71.11 (15") 45 C 81.24 73.19 (15") SANITARY SEWER STRUCTURE SCHEDULE SMH T.F. INV. 1 77.88 64.62 2 77.07 64.40 3 77.87 63.74 4 77.21 64.87 5 78.19 66.07 6 78.44 66.86 8 79.32 68.19 9 80.62 68.78 10 81.62 69.23 11 82.45 70.58 12 82.58 70.96 13 77.60 68.14 14 76.46 68.71 15 75.86 69.33 16 78.47 71.40 17 79.86 72.10 18 78.92 72.60 19 79.61 73.17 20 82.22 74.47 22 77.20 63.19 23 76.75 62.69 24 75.50 62.27 25 77.00t 62.03 26 78.50 61.40 27 77.35f 61.32 37 L PVC 00. SMH #2, STAT 6C T.F. 77.,' EXISTING INV 61.:: PROPOSED SANITARY LATERALS Lot# Location Invert Invert Length Slope Size at pipe at ROW % SRD-35 1 SMH 12 71.46 72.50 50 2.00 6" 2 SMH 10 69.73 70.61 44 2.00 6" 3 SMH # 8 68.69 69.43 37 2.00 6" 4 8 + 72.9 67.70 68.44 37 2.00 6" 5 SMH # 6 67.36 68.02 33 2.00 6' 6 10 + 75 66.92 67.66 37 2.00 6" 7 SMH # 5 66.57 67.23 33 2.00 6" 8 13 + 10 66.09 66.75 33 2.00 6" 9 SMH 1 65.12 65.78 33 2.00 6" 10 SMH - 64.90 65.56 33 2.00 6" 11 18 + 00 64.65 65.39 37 2.00 6" 12 18 + 88 64.46 65.28 41 2.00 6" 13 SMH # 3 64.24 65.82 79 2.00 8" 14 SMH # 3 64.24 65.82 79 2.00 8" 15 18 + I S 6'b.40 65.30 41 2.00 6" 16 17 + 58 64.75 65.55 40 2,00 6" 17 SMH # 2 64.90 65.56 33 2.00 6" 18 SMH # 22 63.69 10' STUB 6" 19 SMH # 4 65.52 66.22 35 2.00 6" 20 SMH # 4 65.52 66.36 42 2.00 6" 21 13 + 54 65.94 66.72 39 2.00 6" 22 SMH # 5 66.57 67.23 33 2.00 6" 23 SMH # 5 66.57 67.29 36 2.00 6" 24 SMH #13 68.64 69.30 33 2.00 6" 25 SMH # 14 69.21 69.91 35 2.00 6" 26 SMH # 15 69.83 70.56 35 2.00 6" 27 SMH # 17 72.60 73.43 40 2.00 6" 28 SMH # 18 73.10 73.83 35 2.00 6" 29 SMH 19 73.67 74.40 35 2.00 6" 30 3 + 1 5 73.98 74.71 35 2. DO 6" 31 SMH # 20 74.97 75.70 35 2.00 6" 32 SMH # 19 73.67 74.40 35 2.00 6" I 32 SMH # 20 74.97 75.70 35 2.00 6" 33 SMH # 15 69.83 70.55 35 2.00 6" 34 SMH # 13 68.64 69.37 35 2.00 6" 35 SMH # 8 68.69 69.36 32 2.00 6" 36 SMH # 9 P).28 69.97 33 2.00 6" 37 SMH 10 69.73 70.44 34 2.00 6" 38 3 + 1 0 70.12 70.85 35 2.00 6" 60+ 50 60+00 59+50 59+00 58+50 58+00 57+50 57+00 56+ 50 56+00 55+50 55+00 54 +50 54+00 53+50 53+00 52+50 AFTER INSTALLATION OF PIPE SANITARY MANHOLES #22-25 SHALL RETURN TO ORIGINAL STATE BE GASKETED BOLT DOWN COVE-S IN TOPSOIL & SOD OR SEED/ ACCORDANCE WITH TOWN DESIGN REASSEMBLED RAILROAD, BALLAST, OR DRAINAGE CHANNEL STANDARDS. -VARIES ARIE ` '• " " WARNING TAPE PER CONN. GENERAL STATUTE SECTION '�� • ; , ' ' 16-345, AS AMENDED, PLACED ' (MIN.) TO 24" (MAX.) ABOVE BACKFILL TRENCH WITH CRUSHED STONE WITH A TOP • •.• �• ,• TOP OF PIPE. TO SIZE OF THE AGGREGATE TO BE A MAXIMUM OF 2 INCHES ' (51 MM) AND NO MORE THAN 5% PASSING THE NUMBER ' • r ' " ' 200 SIEVE THE GRADATION OF THE MATERIAL IS TO BE SUCH THAT A DENSE STABLE MASS IS PRODUCED. . �k' ', '• BACKFILL MATERIAL SHALL BE PLACED IN LOOSE 6 INCH " •? (152 MM) LIFTS AND COMPACTED TO AT LEAST 957. OF ITS • •• �• MAXIMUM DENISIr WITH A MOISTURE CON1t:NT THAT IS 12"rMIN. . • •: .� • • �• PIPE, AS SPECIFIED R 2% LESS THAN E OPTIMUM MOISTURE ANO THAN 1% SS DETERMINED EATER THAN ON ACCORDNACE WITH 1/2 G.D. PIPE ." " "�- CURRENT ASTM DESIGNATION D - 1557 (MCIRED PROCTOR). BACK'ILLED PIPE MUST BE INSTALLED SO THAT THE . 3/4' BROKEN TRAPROCK BACKFILL MATERIAL WILL BE POSITIVELY DRAINED. 1/2 D. PIPE 'WIN.` i.. O.D:. SECTION NOT TO SCALE TYPICAL SANITARY SEWER TRENCH SECTION FOR RAILROAD (WITHIN LIMITS OF RAIL BALLAST) o i x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 0 1 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 10/09/03 GENERAL REVISIONS MHA 0 (+ cn a 5 INFORMATION. ALL EXISTING UTILITIES SHOULD 10/7/03 PER TOWN STAFF COMMENTS GBS w BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 1 4 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 10-6-03 revisions to notes jos BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION, 2 9-30-03 add trench &easement detoils jas 9-23-03 revisions for final plans jas 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DATE I DE ZRIPTION I BY LAWN / STREETS / Cr,�S-COUNTRY J PAVED AREAS TOPSOIL & SOD OR SEED -, IN WET CONDITIONS INSTALL �' STONE UP TO ELEVATION a,a OF NATURAL SANDY MATERIAL. LOCATIONS TO BE DETERMINED BY TOWN ENGINEER. q 04NER / APPLICANT SOUTH WINDSOR TECHNOLOGIES CENTER, LLC 312 DEMING STREET P.O. UOX 1149 SOUTH WINDSOR, CONNECTICUT 06074-1149 TEL. (860) 644-2197 APPROVED GRF[:ULAR NO?I- ORGANIC BACKFILL MATERIAL • aa° • PLACED AND COMPACTED IN -i-ONE FOOT (1') (MAX.) LIFTS 12"'IMIN. , 1/2 D. PIPE 1/2 C.D. PIPE 6 WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. 4 o SAND BLANKET -plpr 6(z g)mrlCn O.D. PIPE 1' SECTION NOTE: 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE 1,1CP OC'AaV WI V1_4u 4vc.wonni rv. � 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PER14ITTIVITY OF 0.5 TO 0.1 SEC-' AND ADS OF 0,43 mm TO 0,22Mr{ AND SHALL MEET AASHTO M288-96 BROKEN TRAPROCK TYPICAL SANITARY SEWER TRENCH SECTION FILTER FABRIC PIPE - IN GROUND WATER NOT TO SCALE -- 78 6 4 -- - `MM� - 2 - - ��n nnn nnl SMH # --S-TAT+50-.0 T.F. 77 2 20 LOT 8 - STAT INV 6 0+00 .74 6 U r/ INV 66T__� __ INV 63.69 n n n dun -f nub 4 62 LAI UM ZIAPJ a r` O C6 60.00 53+00 52+50 52+00 51+50 I Tel. 860.291 • 8755 ® Fax 860.291.8757 CALE: 1 inch = 40 feet Horiz. esign 1 inch =_ 4 feet Vertical dpr%,vwp& f e s s 1 o In a i , inc. civil engineers • planners surveyors w landscape architects • gis gps 165 Si�utll ..'U it ill Cl: Road, South 'YY4il'. uQu/`t 51+00 50+50 50+00 >=''��tri� f;o�Cl Profile 80 78 76 74 72 70 68 66 64 62 DATigf EIEv 60.00 UPSTREAM STORM STRUCTURE STORM DRAINAGE BASIN #1 PIPE INFORMATION DOWNSTREAM STORM STRUCTURE CB #33 40 LF - 24" RCP @ 0.5% FE OUTLET CB #34 26 LF - 24" RCP @ 0.5% CB #33 CB #34A 143 LF - 18" RCP @ 0.59% CB #34 CB #43 78 LF - 18" RCP @ 0.59% CB #34A CD #44 26 LF - 15" RCP @ 1.0% CB #43 CB #35 50 LF - 24" RCP @ 0.5% CB #35A GB #35A 155 LF - 24" RCP 0 1.137o CB #34 CD #36 26 LF - 15" RCP @ 0.5% CB #35 CB #37 97 LF - 24" RCP @ 0.5% CB #35 CB #38 26 LF - 15" RCP @ 0.5% CB #37 CB #39A 66 LF - 24" RCP @ 0.5% CB #37 CB #39 68 LF - 24" RCP @ 0.5% CB #39A CB #40 26 LF - 15" RCP @ 1.0% CB #39 CB #41 180 LF - 15" RCP @ 0.5% CB #39 CB #42 26 LF - 15" RCP @ 0.5% CB #41 CB #45 85 LF - 15" RCP @ 0.5% CB #42 EXISTING 71 LF - 15" RCP @ 0.5% CB #45 UPSTREAM STRUCRTURE STORM DRAINAGE BASIN 2 DOWNSTREAM STRUOCRTURE CB #2 164 LF - 48" RCP @ 0.5% FE OUTLET CB #3 CB #4 26 LF - 24 RCP @ 0.85% CD #3 100 LF - 24" RCP @ 1.1 % CB #2 CB #5 90 LF - 24" RCP @ 0.5% CB #4 CD #6 26 LF - 15" RCP @ 0.5% CB #5 CB #7 155 LF - 24" RCP @ 0.5% CB #5 CB #8 40 LF - 18" RCP @ 1 0% CB #7 CB #9 63 LF - 15" RCP @ 1.0% CB #8 CB #10 63 LF - 15" RCP @ 1.0% CB #7 CB #11 26 LF - 36" RCP @ 0.857. CB #12 CB #12 100 LF - 42" RCP @ 0.5% CB #2 CB #13 130 LF - 36" RCP @ 0.7% CB #11 (vR .91 d 7r' 7C 4 r _ . c" nnn � 1 nos Gv Lr •" I "-r- `L/' I.0 (10 1117 CB #15 165 LF - 36" RCP @ 0.6% CB #13 CB #16 26 LF - 15" RCP @ 1.0% CB #15 CB #17 209 LF - 36" RCP @ 0.5% CB #15 CB #18 40 LF - 18" RCP @ 0.80% CB #17 CB #19 58 LF - 18" RCP @ 0.5% CB #18 CB #20 228 LF - 15" RCP @ 0.98% CB #20A CB #20A 44 LF - 15" RCP @ 1.0% CB #19 CB #21 26 LF - 15" RCP @ 0.5% CB #20 CB #24 198 LF - 30" RCP @ 0.5% CB #17 CB #25 26 LF - 15" RCP @ 0.5% CB #24 CB #26 222 LF - 30" RCP @ 0.5% CB #24 CB #27 26 LF - 15" RCP @ 1.0% CB #26 CB #28 56 LF - 2 `" RCP @ 0,75% CI3 #26A CB #28A 65 LF ^- 24" RCP @ 0.75% CB #26 CB #29 26 LF - 15" RCP @ 1.0% CO #28 CB #30 198 LF 18" RCP @ 0.5% CB #28 CB #31 26 LF 18" RCP @ 0.5% CB #30 CB #48 107 LF 18" RCP @ 0.5% CB #31 CB #50 109 LF - 18" RCP @ 0.5% CB #48 CB #51 26 LF - 15" RCP @ 2.4% CB #50 UPSTREAM SEWER STRUCTURE SANITARY SEWER PIPE INFORMATION DOWNSTREAM SEWER STRUCTURE SMH #1 98 LF - 12" PVC SDR-35 ® 0.22% SMH #2 SMH #2 300 LF - 12" PVC SDR-35 ® 0.22% SMH #3 SMH #3 250 LF - 12" PVC SDR-35 @ 0.22% SMH #22 SMH #4 114 LF - 12" PVC SDR-35 ® 0.35% SMH #1 SMH #5 298 LF - 12" PVC SDR-35 @ U.35% SMH #4 SMH #6 225 LF - 12" PVC SDR-35 0 0.35% SMH #5 SMH #8 30 1 LF - 12" PVC SDR-35 ® 0.4% SMH #6 SMH #9 117 LF - 12" PVC SDR-35 ® 0.5% SMH #8 SMH #10 89 LF - 12" PVC SDR-35 @ 0.5% SMH #9 SMH #11 269 LF - 12" PVC SDR-35 @ 0.5% SMH #10 SMH #12 75 LF - 12" PVC SDR-35 ® 0.5% SMH #11 SMH #13 290 LF - 12" PVC SDR-35 ® 0.4% SMH #6 SMH #14 114 LF - 12" PVC SDR-35 @ 0.5% SMH #13 SMH #15 124 LF - 12" PVC SDR-35 @ 0.5% SMH #14 SMH #16 259 LF - 12" PVC SDR-35 0 0.8% SMH #15 SMH #17 1 140 LF - 12" PVC SDR-35 ® 0.5% SMH -16 SMH #18 99 LF - 12" PVC SDR-35 @ 0.57. SMH #17 SMH #19 114 LF - 12" PVC SDR-35 @ 0.5% SMH #18 SMH #20 260 LF - 12" PVC SDR-35 @ 0.5% SMH #19 SMH #22 225 LF - 12" PVC SDR-35 ® 0.22% SMH #23 SMH #23 191 LF - 12" DUCTILE IRON ® 0.22% SMH #24 SMH #24 108 LF - 12" PVC SDR-35 @ 0.22% SMH #25 SMH #25 283 LF - 12" PVC SDR-35 @ 0.22% SMH #26 SMH #26 37 LF - 12" PVC SDR-35 @ 0.22% SMH #27 LEGEND 0 IRON PIN TO BE SET 0 EXISTING IRON PIN ID MONUMENT TO BE SET Y EXISTING MONUMENT -a- EXISTING UTILITY POLE `� PROPOSED UTILITY POLE _ =M)= = EXISTING CATCH BASIN AND PIPE k= PROPOSED CATCH BASIN AND PIPE �= PROPOSED STORM MANHOLE EXISTING SANITARY MANHOLE AND PIPE -OS - PROPOSED SANITARY MANHOLE AND PIPE A- PROPOSED WATER MAIN AND HYDRANT ® DUMPSTER PAD -R.L.- ROOF LEADER - S - SANITARY LATERAL DESIGN. GBS1,JS I DRA WN.• dS I CHECKED: 63SIRP l JOB ND.: 1253 DATE.• 7-8- 03 I &t?AWING NO.: sc'rvcr,/ices/1253/active/3<1,a.d cr PROPERTY SURVEY/SUBDIVISION - w - WATER LATERAL --338-- EXISTING CONTOUR -- PROPOSED CONTOUR X61.93 EXISTING SPOT GRADE 0� PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION - - 80' UPLAND REVIEW A A m INLAND WETLANDS -+ SILT FENCE CONSTRUCTION LIMIT SOILS EXISTING TREE LINE PROPOSED TREE LINE - - EASEMENT South Windsor Technologies Center SUILLUVAN AVENUE SO U°1CH WENDSOR CC®NNECCTRCCl. T :Z,:uC*u^L..�L,IZ-ac.�mmrr,;;�:21�.�2Ee�'•Y1d.P&Nk!R:752a.^.-•;xeT-"'.3d:: T7X-�.rk,s^_'.�._.:=t�'S'AP.'.P:1!G.Rf��:i'1'°:Sa!'S'.'3LLFS.1S�:..V4414� SHEET 34A, n 31.•- r , .. _, .... ...-• ,n .. �.B.a t[ .,.a __�i.CWtt..A:S<a ...,. .. J.M.a„-°�a.,_.. ......n. ..:L ".,1...['r'[_.../lYY..r.A.�t.l9.f[6]30L'...l..L�.N cwAhwt3lLi..-..YGA[YSr...i.313F.3...•..t..u..x.�..,w-..,_.a.-....<.............s.�._...........<_....ia...e_�w.,a..s.a.1....r..-.�.:.:aii..r-:5��::.rc:aL:a»:.9z�r..:.1.s.v/tsa,.r.Y'v,',r:.�ev.w.:`..�Wl.�:+utxe3ws+mm3k'rn'L9s>CyxtFm.-.-7vt.z..�,7.:.L":.:ite{a'u"..371::nSa6':t:4i:Yti:;fa...z.'6>itiEt4iS.R.:4i..:.b1J.:lR%iRale�f�'.a/.iiiibii[3Y'�+>GV.'.MWial'.�2!�31•uZ.Ce•r3W.P.7lY�iiWiei..3wi7..i.a:1Sl:,ln:.:7FS��Y'wrisw(4i:twmT.)�Q3u^.••`.:�'JiJAii�3'GX�&]tliitiG-'ri::Trl��'itFSSL]L3T:i�+Y.'iGiNZS7ii5.LLB:Fi.:.16�3'[T�Til�rII"•'TM1e„'..4Li7Q:l�iu'7r�Fd1.'�aiLS`Cisoefd'iR1�J1t:t.� STORM DRAINAGE STRUCTURE SCHEDULE CB TYPE T.F. INV. OUTLET FE 63.0 (48") (BASIN #2) 2 C 77.41 64.32 (42") 66.45 (24") 63.82 (48") 3 C 76.41 67.55 (24") 4 C 76.41 67.77 (24") 5 C 77.30 69.00 (15") 68.22 (24") 6 C 77.30 69.13 (15") 7 C 76.60 69.75 (15") 69.50 (18") 69.00 (24" 8 C 76.60 70.15 (15") 69.90 (18") 9 C 76.16 70.78 (15") 10 C 76.16 70.38 (15") 11 C 76.41 66.42 (36") 12 C 76.41 64.82 (42") 66.20 (36") 13 C 77.75 69.24 (15") 67.33 (36") 14 C 77.75 69.50 (15") 15 C 77.44 69.00 (15") 68.32 (36") 16 C 77.44 69.26 (15") 17 C 77.57 69.89 (18") 69.87 (30") 69.37 (36") 18 C 77.60 70.19 (18") 19 C 77.60 70.48 (18") 70.73 (15") 20 C 76.96 73.43 (15") 20A C 77.99 71.17 (15") 21 C 7F.96 73.56 (15") 24 C 77.30 70.86 (30") 72.11 (15") 25 C 77.30 72.24 (15") 26 C 79.80 73.22 (15") 71.97 (30") 72.47 (24") 27 C 79.80 73.48 (15") 28 C 81.28 74.13 (15") 73.88 (18") 73.38 (24") 28A C 80.57 72.96 (24") 29 C 81.28 74.39 (15") 30 C 81.39 74.87 (18") 31 C 81.39 75.00 (18") 48 C 82.18 75.53 (18") 50 C 80.47 76.08 (18") 76.33 (15") 51 C 80.47 76.95 (15") OUTLET FE 68.00 (24") (BASIN #1) 33 C 77.31 68.20 (24") 34 C 77.31 69.30 (18") 68.33 (24") 34A C 75.84 70.14 (18") 35 C 79.27 70.33 (15"&24") 35A C 78.93 70.08 (24") 36 C 79.27 70.46 (15") 37 C 78.15 71.03 (15") 70.82 (24") 38 C 78.15 71.16 (15") 39 C 79.`,8 71.73 (15") 71.49 (24") 39A C 78.87 71.15 (24") 40 C 79.58 71.99 (15") 41 C 81.40 72.63 (15") 42 C 81.40 72.76 (15") 43 C 74.98 70.85 (15") 70.60 (18") 44 C 74.98 71.11 (15") 45 C 81.24 73.19 (15") SANITARY SEWER STRUCTURE SCHEDULE SMH T.F. INV. 1 77.88 64.62 2 77.07 64.40 3 77.87 63.74 4 77.21 64.87 5 78.19 66.07 6 78.44 66.86 8 79.32 68.19 9 80.62 68.78 10 81.62 69.23 11 82.45 70.58 12 82.58 70.96 13 77.60 68.14 14 76.46 68.71 15 75.86 69.33 16 78.47 71.40 17 79.86 72.10 18 78.92 72.60 19 79.61 73.17 20 82.22 74.47 22 77.20 63.19 23 76.75 62.69 24 75.50 62.27 25 77.00f 62.03 26 78.50 61.40 27 77.35t 61.32 PROPOSED SANITARY LATERALS Lvi-jar L^v.^.af 1- 1--+ 1 dart 1-o +k Slope SIr'.[.. at pipe at ROW % SRD-35 1 SMH # 12 71,46 72.50 50 2.00 6" 2 SMH # 10 69.73 70.61 44 2.00 6" 3 SMH # 8 68.69 69.43 37 2.00 6" 4 8 + 72.9 67.70 68.44 37 2.00 6" 5 SMH # 6 67.36 68.02 33 2.00 6" 6 10 + 75 66.92 67.66 37 2.00 6" 7 SMH # 5 66.57 67.23 33 2.00 6" 8 3 + 10 66.09 66.75 33 2.00 6" 9 SMH # 1 65.12 65.78 33 2.00 6" 10 SMH # 2 64.90 65.56 33 2.00 6" 11 18 + 00 64.65 65.39 37 2.00 6" 12 18 + 88 64.46 65.28 41 2.00 6" 13 SMH # 3 64.24 65.82 79 2.00 8" 14 SMH # 3 64.24 65.82 79 2.00 8" 15 18 + 78 64.48 65.30 41 2.00 6" 16 17 + 58 64.75 65.55 40 2.00 6" 17 SMH # 2 64.90 65.56 33 2.00 6" 18 SMH # 22 63,69 10' STUB 6" 19 SMH # 4 65.52 66.22 35 2.00 6" 20 SMH # 4 65.52 66.36 42 2.00 6" 21 13 + 54 65.94 66.72 39 2.00 6" 22 SMH # 5 66.57 67.23 33 2.00 6" 23 SMH # 5 66.57 67.29 36 2.00 6" 24 SMH # 13 68.64 69.30 33 2.00 6" 25 SMH # 14 69.21 69.91 35 2.00 6" 26 SMH # 15 69.83 70.56 35 2.00 6" 27 SMH # 17 72.60 73.43 40 2.00 6" 28 SMH # 18 73.10 73.83 35 2.00 6" 29 SMH #-19 73.67 74.40 35 2.00 6" 30 3 + 75 73.98 74.71 35 2.00 6" 31 SMH # 20 74.97 75.70 35 2.00 6" 32 SMH 19 73.67 74.40 35 2.00 6" 32 SMH ## 20 74.97 75.70 35 2.00 6" 33 SMH # 15 69.83 70.55 35 2.00 6" 34 SMH # 13 68.64 69.37 35 2.00 6" 3.5 SMH # 8 68.69 69.36 32 2.00 6" 36 SMH # 9 69.28 69.97 33 2.00 6" 37 SMH # 10 69.73 70.44 34 2.00 6" o " x o Ii if 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY 0 1 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Lh'D 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. V \ C , lS` ��' a \ Y_ 00 O I t LOT J's i LOT F J O� z� I m m I I \ v 35 F.Y. LOT 0, to! I! 1 � I 35 F. Y. _ J L LOT eg I I 35 F. Y. c- a 00 X 00 0-1 n - - Z- -fill cc� cn \ ` / SMH #5 °' 11+00 1� 10+00 ` \ 700 . 25N12" PVC SDR-35 ' 0.3 zm\ b > -- - - - - - - - - - - - ---- ,�?� ---- - - - - m o � �1 I. 2 ZD / o 35' F.Y. c (JI Co 22 LOT 023 W t I I G I � Ia O / /C) N t N / Cij CO 00 / / I O 2 i O� LOT 04 35 F. Y. -1 ` L z 1198'^-30" RCP @ 0.5% 9+00 300' - 12" PVC SDR-35 ® 0.47 8+00 ------------- Us vl 35 F. Y. (SOT e3 nl 35 F. Y. ca • a t II � (7 (�7[r .� N + N DLO �` -----222'-30" RCP @ 0_5�.------ tO rn 7+00 SMH #8 ' 6+0 5 117LF 6' SIDE WALK - 00 , •Ni -o�_ -�_ _ --- - - -- mm DX z> ' m 35 F.Y. i � I LOT i 14+00 13+00 12+00 11 +00 10+00 9+00 8+00 7+0n 6+00 7 10-09-03 revisions for final plans 6 9-13-03 revisions for final plans rz��s REVISIONS 5 7-8-03 SEWER CONNECTION AT ROUTE 5 4 7-15-02 TOWN COMMENTS 3 4-11-02 LOT LINES 2 2-12-02 TOWN COMMENTS 1 1-08-02 TOWN COMMENTS NO. .r�:.:..mrKa�=trxN:<2^n�^7B��f2d's- DATE I DESCRIPPON 3Y�'^±tY?PtJY.s6�5e1•^�t�a._t ..:�.:.:_;'. OWNER / APPLICANT SOUTH WINDSOR TECHNOLOGIES CENTER, LLC 312 DEMING STREET P.O. BOX 1149 SOUTH WINDSOR, CONNECTICUT 06074-1149 TEL. (860) 644-2197 MHA as n 9ATUM ELEV 60.00 UPSTREAM STORM STRUCTURE STORM DRAINAGE BASIN #1 PIPE INFORMATION DOWNSTREAM STORM STRUCTURE CB #33 40 LF - 24" RCP @ 0.5% FE OUTLET CB #34 26 LF - 24" RCP @ 0.5% CB #33 CB #34A 143 LF 18" RCP @ 0.59% CB #34 CB #43 78 LF 18" RCP @ 0.59% CB #34A CD #44 26 LF 15" RCP @ 1.0% CB #43 CB #35 50 LF 24" RCP @ 0.5% CB #35A CB #35A 155 LF 24" RCP @ 1.13% CB #34 CD #36 26 LF 15" RCP @ 0.5% CB #35 CB #37 97 LF 24" RCP @ 0.5% CB #35 CB #38 26 LF 15" RCP @ 0.5% CB #37 CB #39A 66 LF 24" RCP @ 0.5% CB #37 CB #39 68 LF 24" RCP @ O.` ', CB #39A CB #40 26 LF 15" RCP @ 1.0% CB #39 CB #41 180 LF 15" RCP @ 0.5% CB #39 CB #42 26 LF 15" RCP @ 0.5% CB #41 CB #45 85 LF r 15" RCP @ 0.5% CB #42 EXISTING 71 LF 15" RCP @ 0.5% CB #45 UPSTREAM STRUCTURE STORM DRAINAGE BASIN ,- DO s oM AM STRUCTURE CB #2 164 LF 48" RCP @ 0.5% FE OUTLET CB #4 26 LF 24" RCP @ 0.85% CB #3 CD #3 100 LF 24" RCP @ 1.1% CB #2 CB #5 90 LF 24" RCP @ 0.5% CB #4 CD #6 26 LF 15" RCP @ 0.5% CB #5 CB #7 155 LF 24" RCP @ 0.5% CB #5 CB #8 40 LF - 18" RCP @ 1.0% CB #7 CB #9 63 LF - 15" RCP @ 1.0% CB #8 CB #10 63 LF - 15" RCP @ 1.0% CB #7 CB #11 26 LF - 36" RCP @ 0.85% CB #12 CB #12 100 LF - 42" RCP @ 0.5% CB #2 CB #13 130 LF - 36" RCP @ 0.7 % CB #11 CB #14 26 LF 15" RCP @ 1.0% CB #13 CB #15 165 LF 36" RCP @ 0.6% CB #13 CB #16 26 LF 15" RCP @ 1.0% CB #15 CB #17 209 LF 36" RCP @ 0.5% CB #15 CB #18 40 LF 18" RCP @ 0.80% CB #17 CB #19 58 LF 18" RCP @ 0.5% CB #18 CB #20 228 LF ti 15" RCP @ 0.98% CB #20A CB #20A 44 LF 15" RCP @ 1.0% CB #19 CB #21 26 LF 15" RCP @ 0.5% CB #20 CB #24 198 LF 30" RCP @ 0.5% CB #17 CB #25 26 LF 15" RCP @ 0.5% CB #I4 CB #26 222 LF 30" RCP @ 0.5% CB #24 CB #27 26 LF 15" RCP @ 1.0% C8 #26 CB #28 56 LF 24" RCP @ 0.75% CB #28A CB #28A 65 LF 24" RCP @ 0.75% CB #26 CB #29 26 LF 15" RCP @ 1.0% CB #28 CB #30 198 LF 18" RCP @ 0.5% CB #28 CB #31 26 LF 18" RCP @ 0.5% CB #30 CB #48 107 LF - 18" RCP @ 0.5% CB #31 CB #50 109 LF - 18" RCP @ 0.5% CB #48 CB #51 26 LF - 15" RCP @ 2.4% CB #50 UPSTREAM SEWER STRUCTURE SANITARY SEWER. PIPE INFORMATION DOWNSTREAM SEWER STRUCTURE SMH #1 98 LF 12" PVC SDR-35 @ 0.22% SMH #2 SMH #2 300 IF 12" PVC SDR-35 ® 0.22% SMH #3 SMH #3 250 LF 12" PVC SDR-35 @ 0.22% SMH #22 SMH #4 114 LF 12" PVC SDR-35 ® 0,35% SMH #1 SMH #5 298 LF - 12" PVC SDR-35 @ 0.357. SMH #4 SMH #6 225 LF - 12" PVC SDR-35 ® 0.35% SMH #5 SMH #8 300 LF N 12" PVC SDR-35 @ 0.4% SMH #6 SMH #9 117 LF ry 12" PVC SDR-35 @ 0.5% SMH #8 SMH #10 89 LF 12" PVC SDR-35 ® 0.57 SMH #9 SMH #11 269 LF N 12" PVC SDR-35 @ 0.5% SMH #10 SMH #12 75 LF - 12" PVC SDR-35 ® 0.5% SMH #11 SMH #13 290 LF 12" PVC SDR-35 @ 0.4% Sl-JH #6 SMH #14 114 LF 12" PVC SDR-35 ® 0.5% SMH #13 SMH #15 124 LF 12" PVC SDR-35 @ 0.5% SMH #14 SMH #16 1 259 LF 12" PVC SDR-35 ® 0.8% SMH #15 SMH #17 140 LF 12" PVC SDR-35 @ 0.5% SMH #16 SMH #18 99 LF 12" PVC SDR-35 ® 0.57. SMH #17 SMH #19 114 LF N 12" PVC SDR-35 @ 0.5% SMH #18 SMH #20 260 LF - 12" PVC SDR-35 @ 0.57 SMH #19 SMH #22 225 LF - 12" PVC SDR-35 @ 0.22% SMH #23 SMH #23 191 LF - 12" DUCTILE IRON ® 0.22% SMH #24 SMH #24 108 LF - 12" PVC SDR-35 @ 0.227. SMH #25 SMH #25 283 LF - 12" PVC SDR-35 ® 0.22% SMH #26 SMH #26 37 LF - 12" PVC SDR-35 @ 0.22% SMH #27 LEGEND IRON PIN TO BE SET EXISTING IRON PIN o MONUMENT TO BE SET Ir EXISTING MONUMENT g EXISTING UTILITY POLE PROPOSED UTILITY POLE _ =M-- = EXISTING CATCH BASIN AND PIPE PROFOSED CATCH BASI"V AIND PIPE PROPOSED STORM MANHOLE EXISTING SANITARY MANHOLE AND PIPE -fit- PROPOSED SANITARY MANHOLE AND PIPE PROPOSED WATER MAIN AND HYDRANT -sue' - Z DUMPSTER PAD -R.L.- ROOF LEADER - s - SANITARY LATERAL SURFACE DRAINAGE FLOW DIRECTION - w - WATER LATERAL --834--- EXISTING CONTOUR -- PROPOSED CONTOUR xsl.es EXISTING SPOT GRADE l PROPOSED SPOT GRADE j - - 80' UPLAND REVIEW I AAA-® A INLAND WETLANDS I - -- -- -� SILT FENCE CONSTRUCTION LIMIT SOILS EXISTING TREE LINE PROPOSED TREE LINE - EASEMENT ® Tel. 860.291 • 8755 PROPERTY SURVEY/SUBDIVISION SHEET JAS ® Fax 860.291.8757 MHA SCALE: 1 inch = 40 feet Horiz. esign 11 -off, �� g' South �V.zna�so.� Tech,�olo ies Centez� GBS 1 inch = 4 feet VerticalProfessionals.,inc. RA ® DESIGN: RA ORA INN.• RA CHECKED: GBS �� AVENUE ��o RA civil engineers • planners surveyors j landscape architects • gis • gps JOB NO.: 1253 I DATE.• NOVEMBER 2000 , A BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: SERVER JOBS 1253 ACTIVE 34-35.DWG SS�t�'I�H WUNDS®Ry CONNECt`TECUT n• .rrm:+?;•,.:_,da�a�ar�rass!nc.±�car�rex�'��t�ar.-�^alm'�ec'tR'ima��.vsr^7cae - - rta�u•sat�+ana air+�+.ra• s,..a:^+•a'•�•i'iut'*^�•`� �.:s.:: :_:era 51i:'t4Nil'� L1X':�'..L'ARc.°l•.1L:t?c•^.:FA.S7kWi�7f6'..=f�Dti:�Y➢IDllG(1[f3'1F'aftfJ.hY.P�iiiRALYr..'..cru1�S�S^�,a�:S31ifA.44f4.!^- �Iytdi:+9f��ti3ii��:nL � ^�=47V".ia' �..iYFICM:.IS'J6.+C.3flttiiR:,Ciy:.^L:�«--JIt6�s:�6.:tEiLYdiT:TYSIS4SS�ltt7"w.^n'l�-�s_'.�.""^„-=c•=a.C�9�=4:16LF8:Alt'77.iiRfA7C+U17Y.SKAGiiL7YY��9::i1CiS.wZ25kl'sY'L ^:]l'wS!^. 1L,fa:�Y7:�'.755n'Ci'�C�Y.WSS..aYS6:.:.:::ia:clJ.G.�r�.7L..:�:.:d�r.LL1X�J&St�a' ^33r%K'SGi{Y3fC,,•v.�urnn _ _-_ _-- �,, - ' STORM DRAINAGE STRUCTURE SCHEDULE CB T'ri'E T.F. INV. OUTLET FE 63.0 (48") (BASIN #2) 2 C 77.41 64.32 (42") 66.45 (24") 63.82 (48 3 C 76.41 6 /.55 (24") 4 C 76.41 67.77 (24") 5 C 77.30 69.00 (15") 68.22 (24") 6 C 7 C 77.30 76,60 69.13 (15") 69.75 (15") 69.50 (18") 69.00 (24' 8 C 76.60 70.15 (15") 69.90 (18") 9 C 76.16 70.78 (15") 10 C 76.16 70.38 (15") 11 C 76.41 66.42 (36") 12 (1 76.41 64.82 (,+2 ) 66.2V (36 C 77.75 69.24 (15") 67.33 36" --13 14 C 77.75 69.50 (15") 15 C 77.44 69.00 (15") 68.32 (36") 16 C 77,44 69.26 (15") 17 C 77.57 69.89 (18") 69.87 (30") 69.37 (36") 18 C 77.60 70.19 (18") 19 C 77.60 70.48 (18") 70.73 (15") 20 C 76.96 73.43 (15") 20A C 77.99 71.17 (15") 21 C 76.96 73.56 (15") 24 C 77.30 70.86 (30") 72.11 15" 25 C 77.30 72.24 (15") 26 C 79.80 73.22 15" 71.97 (30") 72.47 (24") 27 C 79.80 73.48 15" 26 C 81.28 74.13 (15") 73.88 18" 73.38 (24" 28A C 80.57 72.96 (24") 29 C 81.28 74.39 (15") 30 C 81.39 74.87 (18") 31 C 81.39 75.00 (18") 48 C 82.18 75.53 (18") 50 C 80.47 76.08 (18") 76.33 (15") 51 C 80.47 76.95 (15") OUTLET FE 68.00 (24") (BASIN #1) 33 C 77.31 68.20 (24") 34 C 77.31 69.30 (18") 68.33 (24") 34A C 75.84 70.14 (18") 35 C 79.27 70.33 (15"&24") 35A C 78.93 70.08 (24") 36 C 79.27 70.46 (15") 37 C 78.15 71.03 (15") 70.82 (24") 38 C 78.15 71.16 (15") 39 C 79.58 71.73 (15") 71.49 (24") :9A C 78.87 71.15 (24") 40 C 79.58 71.99 (15") 41 C 81.40 72.63 (15") 42 C 81.40 72.76 (15") 43 C 74.98 70.85 (15") 70.60 (18" 44 C 74.98 71.11 (15") 45 C 81.24 73.19 (15") SANITARY SEWER STRUCTURE SCHEDULE f I SMH T.F. INV. 1 77.88 64.62 2 77.07 64.40 3 77.87 63.74 4 77.21 64.87 5 78.19 66.07 6 78.44 66.86 8 79.32 68.19 9 80.62 68.78 10 81.62 69.23 11 82.45 70.58 12 82.58 70.96 13 77.60 68.14 14 76.46 68.71 15 75.86 69.33 16 78.47 71.40 17 79.86 72.10 18 78.92 72.60 19 79.61 73.17 20 82,22 74.47 22 77.20 63.19 23 76.75 62.69 24 75.50 62.27 25 77.00f 62.03 26 78.50 61,40 27 77.35+ 61.32 PROPOSED SANITARY LATERALS Lot; Location Invert Invert Length Slope Size at pipe at ROW % SRD-35 1 SMH 12 71.46 72.50 50 2.00 6" 2 SMH 10 69.73 70.61 44 2.00 6" 3 SMH # 8 68.69 69.43 37 2.00 6" 4 8 + 72.9 67.70 68.44 37 2.00 6" 5 SMH # 6 6 7.36 68.02 33 2.00 6" 6 10 + 75 66.92 67.66 37 2.00 6" 7 SMH # 5 66.57 67.23 33 2.00 6" 8 13 + 10 66.09 66.75 33 2.00 6" 9 SMH 1 65.12 65.78 33 2.00 6" 10 SMH 2 64.90 65.56 33 2.00 6" 11 18 + 00 64.65 65.39 37 2.00 C. 12 18 + 88 64.46 65.28 41 2.00 6" 13 SMH # 3 64.24 65.82 79 2.00 8" 14 SMH # 3 64.24 65.82 79 2.00 8" 15 18 + 78 64.48 65.30 41 2.00 6" 16 17 + 58 64.75 65.55 40 2.00 6" 17 SMH 2 64.90 65.56 33 2.00 6" 18 SMH 22 63.69 10 STUB 6" ' I9 SMH fif `4 OJ.JL 666.22 35 ZVV U" 20 SMH # 4 65.52 66.36 42 2.00 6" 21 13 + 54 65.94 66.72 39 2.00 6" 22 SMH # 5 66.57 67.23 33 2.00 6" 23 SMH # 5 66.57 67.29 36 2.00 6" 24 SMH # 13 68.64 69.30 33 2.00 6" 25 SMH # 14 69.21 69.91 35 2.00 6" 26 SMH # 15 69.83 70.56 35 2.00 6" 27 SMH # 17 72.60 73.43 40 2.00 6" 28 SMH # 18 73.10 73.83 35 2.00 6" 29 SMH ## 19 73.67 74.40 35 2.00 6" 30 3 + 75 73.98 74.71 35 2.00 6" 31 SMH # 20 74.97 75.70 35 2.00 6" 32 SMH # 19 73.67 74.40 35 2.00 6" JL 33 OMn SMH LV 15 74.97 69.83 75.7V 70.55 35 35 2.VV 2.00 V" 6" 34 SMH # 13 68.64 69.37 35 2.00 6" 35 SMH # 8 68.69 69.36 32 2.00 6" 36 SMH # 9 69.28 69,97 33 2.00 6" 37 SMH "0 69.73 70.44 34 2.00 6" 38 3 + 0 70.12 70.85 35 2.00 6" I \ , 2.5 1 I �v� \\ �\ `� \ ✓ e#35 �l i 26, Gtt. I I I t11 � V� PRQP. TWIN t \ 117 ^ / % CJO I m ` �%ram � • �. ..`��•i��. Spy / i 'YV PCB #34 ' 8k�0 f M H #16 y B 6- - -"- PCB #34A .M H #14 2 -- PC #43 ti 12, PVC SOR135 0 11+00 SMH #15, 1.v ° PCB 44 T M N fta co 'b v Ike 00 r` o 000 P #37 Z I I I �� J r B 8 o O SMH #18 'Z- c < % // //0 -Ole /1//" (,v / EXISTING / \ WALL T_L PIPE AND\ENDWALL TO O BE REMOVE�p IF REQUIRED BY THE TO ENGINEER •.` � YYY - - - - ---- --- - - - - _ i - -,-- --- < L,J o - - -----t-- -- - -- m- > w N c6 EXISTING CIO- - - --I -- --! -RAUE ___ ____ _____ ADE PCB #35A --- YLU N� Q �_,0 PROPOSED o w m+ U-i + '� G 0 cF U STAT 6+35.7 15.0 R -I ST-A7-(+ w 1 . T.F 79.27 J L,1 - - -- - - T.F 78.93 7 Q Q w PCB #34A - 5=1.0� S- .07 INV 70.08 -- -- - - o fn U - TAI`9 98 0-7 I .- SMH #18 T.F 7U.14 -- '' STAT 5 - INV -- - _. r - - - - - T.F. 78.9 B-#3T - ---- I I I I STAT 5+ 7.6 15.0 R PCB #34 -* T.F 78.15 S=1.07 1 --- i i i i i i i - INV 71.03 15") - _ PCB 43 # - T.F 7.31 : :I INV 70.8 (24") -S-TA-T- -40+52:8-INV -- - --- T.F 74.98 -INt�7E+ STAT 16+50.0 E I L �• 12. 0 V SDR INV 70_85 15" _ LF. 7�_8f INV 69. 33 LF - 12" P DR -35 -P A _ STAT 10+82.8 1 .0 L 78 1 RCP p p.59% - ..� -ram^ _ _____�� _ ©-24" RCP L 66-24" RCP OS% 6 RCP C 1.137 97 -� . F 74 98 INV 71.11 _ ° 2 155' 24' 12" PVC SDR ® % -"" ""� o LOT #27 INV. 72.60 PCB #36 P #35 LOT #28 INV. 73.1 PCB 38 PC[ _ �"- --- _ --- _ __ _ SMH #16 _____ y _ STA 8+52.0 15.0 L 0.5%' STAT 5+27.6 15.0 L ST/ +a2-0 LOT #26,33 INV 8.94 (24"} PCB #34 PCB #33 T.F. 78.47 INV STAT 6+50 F 79.86 PCB #36 STAT 6+35.7 15-0 1 INV 71.1 (15") INV PCB PCB _ - RCP% 2 p -7a,40-- _ INV 72.10 T.F 79.27 PCB #38 PC #37 #44 #43-Itd�l-69. 524" 1.0% 0.5% o a, . cD c� 00 Q0 co t'7 cfl co 00 . (0 co N� (00 CO m M o (0 cfl 00 c0 N r7 r` N o N 0 . 00 0 m r- d- r` r� CD C6 r (� f [\ 00 r, 00 f� rn 00 � CC)Ci 6> CO I-. 0 r- p C:)o6 CO 00 C:) r- 00 00 00 00 r- ai 11 + 00 10+00 9+00 8+00 7+00 8 11-11-03 PER DEP OOMMENTS GBS _ 9_ revisions for final plans MHA 6 9-23-03 revisions for final plons jas "00 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 `-AL AND ORIGINALSIGNATURE OF THE PROFESSIONAL ENGINEER SURVEYOR. ?6FR�Ac;t'?t4RQR'i 'sitl.�.`:st7s!7a"':... ..;.'iiiGt: �PiaTZ"u.^_'^_'i*Rest'.;,.:x:'s ✓�73J'i"rc REVISIONS _-^`r:'9113%tV,13--nS &U-tea9rYam �G_..e7s �.;•^`"'' SCALE: 1 inch = 40 feet HOriZ. 1 inch = 4 feet Vertical 5 7-8-03 SEWER CONNECTION AT ROUTE 5 JAS 4 7-15-02 TOWN COMMENTS MHA 3 4-11-02 LOT LINES GBS 2 2-12-02 TOWN COMMENTS RA 1 1-08-02 TOWNCOMMENTS RA � NO. .^ ^cR'-^..4dsa:S�.r. I DATE -.tes.:.: ^--. DESCRIPTION ._ :�.- ...:.._ �. r••R �.-•••-,a+.ug, - BY 1 6+00 5+00 70 v V LnFn-n lnnunn�nnl 2� V �U l�unl V� �MM Pq nn� I114 dun l�l U Pq Pq 0 DATUM ELEV 65.00 nWwICD ADD I Ir`ALIT SOUTH WINDSOR TECHNOLOGIES CENTER, LLC 312 DEMING STREET P.O. BOX 1149 SOUTH WINDSOR, CONNECTICUT 06074-1149 TEL. (860) 644-2197 s Tel. 860.291 • 8755 Fax 860.291.8757 esign C rofessionals9 inc. 0 civil engineers • planners surveyors ■ landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 Shweir �o��ci Proflile DESIGN: RA I DRA WN.• RA I CHECKED: GBS JOB NO.: 1253 1 DA TE.- NO VEMBER 2000 DRA WING NO.: SER VL: e I JOBS 112531 AC 771E 134 - 35, DWG STORM STRUCTURE v JL v JLVLVJl i"i JLV,& &I it 4 &%0 i BASIN #1 PIPE INFORMATION STORM STRUCTURE CB #33 40 LF - 24" RCP @ 0.5% FE OUTLET CB #34 26 LF - 24" RCP @ 0.5% CB #33 CB #34A 143 LF 18" RCP 0 0.59% CB #34 CB #43 78 LF 18" RCP 0 0.597. CB #34A CD #44 26 LF 15" RCP @ 1.0% CB #43 CB #35 50 LF 24" RCP @ 0.57. CB #35A CB #35A 155 LF 24" RCP @ 1.13% CB #34 CD #36 26 LF 15" RCP ® 0.5% CB #35 CB #37 97 LF 24" RCP 0 0.5% CB #35 no #24 �,o �U nr nr�n io LF 15" RCP U 0.5% !`D AZ7 - tt- CB #-?A 66 LF 24" RCP 0 0.5% CB #37 CB #39 68 LF 24" RCP 0 0.5% CB #39A CB #40 26 LF 15" RCP 0 1.0% CB #39 CB #41 1 180 LF 15" RCP 0 0.5% CB #39 CB #42 26 LF 15" RCP ® 0.5% CB #41 CB #45 85 LF 15" RCP 0 0.5% CB #42 EXISTING 71 LF 15" RCP 0 0.5% CB #45 UPSTREAM STRUOCRTURE STORM DRAINAGE BASIN #2 DOWNSTREAM STOM STRUCTURE CB #2 164 LF 48" RCP ® 0.5% FE OUTLET CB #4 26 LF 24" RCP ® 0.85% CB #3 CD #3 100 LF 24" RCP 0 1.1 % CB #2 CB #5 90 LF 24" RCP @ 0.5% CB #4 CD #6 26 LF 15" RCP ® 0.5% CB #5 CB #7 155 LF 24" RCP 0 0.5% CB #5 CB #8 40 LF ^- 18" RCP ® 1.0% CB #7 CB #9 63 LF - 15" RCP @ 1.0% CB #8 CB #10 63 LF - 15" RCP ® 1.0% CB #7 CB #11 26 LF - 36" RCP @ 0.85% CB #12 CB #12 100 LF - 42" RCP @ 0.5% CB #2 CB #13 130 LF - 36" RCP 0 0.7% CB #11 CB #14 26 LF - 15" RCP 0 1.0% CB #13 no Ill r VD 1'., i a F I c _. -zs" Ono � n col IV-, 1-1-"' .JV I\Vr l`Y V.V/G vD 1t1 Z rry CB #16 26 LF 15" RCP 0 1.0% CB #15 CB #17 209 LF 36" RCP ® 0.5% CB #15 CB #18 40 LF 18" RCP ® 0.80% CB #17 CB #19 58 LF 18" RCP 0 0.5% CB #18 CB #20 228 LF 15" RCP 9 0.98% CB #20A CB #20A 44 LF 15" RCP 0 1.0% CB #19 CB #21 26 LF 15" RCP ® 0.5% CB #20 CB #24 198 LF 30" RCP © 0.5% CB #17 CB #25 26 LF 15" RCP 0 0.5% CB #24 CB #26 222 LF 30" RCP ® 0.5% CB #24 CB #27 26 LF 15" RCP 0 1.0% CB #26 CB #28 56 LF 24" RCP ® 0.75% CB #28A CB #28A 65 LF 24" RCP @ 0.75% CB #26 CB #29 26 LF 15" RCP ® 1.0% CB #28 CB #30 198 LF 18" RCP @ 0.5% CB #28 CB #31 26 LF 18" RCP ® 0.5% CB #30 CB #48 107 LF - 18" RCP © 0.5% CB #31 CB #50 109 LF - 18" RCP ® 0.5% CB #48 CB #51 26 LF - 15" RCP ® 2.4% CB #50 UPSTREAM SEWER STRUCTURE SANITARY SEWER PIPE INFORMATION DOWNSTREAM SEWER STRUCTURE SMH #1 98 LF 12" PVC SDR-35 ® 0.22% SMH #2 SMH #2 300 LF N 12" PVC SDR-35 0 0.22% SMH #3 SMH #3 250 LF 12" PVC SDR-35 ® 0.227. SMH #22 SMH #4 114 LF 12" PVC SDR-35 0 0.35% SMH #1 SMH #5 298 LF N 12" PVC SDR-35 ® 0.35% SMH #4 SMH #6 225 LF 12" PVC SDR-35 0 0.3b% SMH #5 SMH #8 300 LF 12" PVC SDR-35 ® 0.4% SMH #6 SMH #9 117 LF 12" PVC SDR-35 ® 0.5% SMH #8 SMH #10 89 LF 12" PVC SDR-35 0 0.5% SMH #9 SMH #11 269 LF N 12 PVC SDR-35 ® 0.5% SMH #10 SMH #12 75 LF 12" PVC SDR-35 ® 0.5% SMH #11 SMH #13 290 LF 12" PVC SDR-35 @ 0.4% SMH #6 SMH #14 114 LF 12" PVC SDR-35 0 0.57. SMH #13 SMH #15 124 LF 12" PVC SDR-35 0 0.5% SMH #14 SMH All ncn I c _. 1n" o,in cno_zc ee n 0` Ili 1�Vkl RMH .41.r, r#16 SMH #17 140 LF 12" PVC SDR-35 ® 0.5% SMH SMH #18 99 LF 12" PVC SDR-35 ® 0.5% SMH #17 SMH #19 114 LF 12" PVC SDR-35 0 0.5% SMH #18 SMH #20 260 LF - 12" PVC SDR-35 0 0.57. SMH #19 SMH #22 225 LF - 12" PVC SDR-35 0 0.22% SMH #23 SMH #23 191 LF " 12" DUCTILE IRON 0 0.22% SMH #24 SMH #24 108 LF - 12" PVC SDR-35 ® 0.22% SMH #25 SMH #25 283 LF - 12" PVC SDR-35 ® 0.22% SMH #26 SMH #26 37 LF - 12" PVC SDR-35 0 0.22% SMH #27 LEGEND 0 IRON PIN TO BE SET a EXISTING IRON PIN I7 MONUMENT TO BE SET ■ EXISTING MONUMENT EXISTING UTILITY POLE `U3 PROPOSED UTILITY POLE _ =M-- = EXISTING CATCH BASIN AND PIPE -0- PROPOSED CATCH BASIN AND PIPE -0- PROPOSED STORM MANHOLE m0w EXISTING SANITARY MANHOLE AND PIPE --<D-- PROPOSED SANITARY MANHOLE AND PIPE PROPOSED WATER MAIN AND HYDRANT ® DUMPSTER PAD -R.L.- ROOF LEADER - S - SANITARY LATERAL 4-- SURFACE DRAINAGE FLOW DIRECTION - W - WATER LATERAL GXIS 111VG CVN I VUR --�- PROPOSED CONTOUR X6L93 EXISTING SPOT GRADE 0=1 PROPOSED SPOT GRADE - - 80' UPLAND REVIEW 0 A INLAND WETLANDS - - - -+ SILT FENCE CONSTRUCTION LIMIT SOILS EXISTING TREE LINE PROPOSED TREE LINE - EASEMENT PROPERTY SURVEY/SUBDIVISION South Windsor Technologies Center SU LRLUVAN AVENUE SHEET 35, dL � YtldGSJSilalY.'r .."mow,.... ��r_L.+i�••_.:L`.:._.••••••a �'-7Q1�-••: :: y:•;'•aa.•-r,. Dl'fly.m••,T.vi:.'.SllK7JCR'ST.i4^r_tC'tClid..Yl1!I:':T2fVL:C�7L'�liZl•.Dtamec ue.t.;ti3 3YCatl+S�.YMYTL•w_ncc•Q�LS'l4'➢KJ:.am, �lllG!BYliHtl..iii{CC�XvJ:Nf•uIFIIL.1i"'SCSS'YRliw'YSKJfiW6SVq�LLL'.ZLYYLi :Si.:{i�L.; .•.:'a13L�I.SS^:i iiVB'LL.�. SA 3I... A.TJhfC+iC i]iA it3StiliC If,1S7.SRiiliL7N 1lS.i1:GIi.:.`c•!::.a•...ft.i:.l_ STORM DRAINAGE STRUCTURE SCHEDULE CB TYPE T.F. INV. OUTLET FE 63.0 (48") (BASIN #2) 2 C 77.41 64.32 (42") 66.45 (24") 63.82 (48" 3 C 76.41 67.55 (24") 4 C 76.41 67.77 (24") 5 C 77.30 69.00 (15") 68.22 (24") 6 C 77.30 69.13 (15") 7 C 76.60 69.75 (15") 69.50 (18"j 69.00 (24" 8 C 761-;0 7015 (15") 69.90 (18") 9 C 76.16 70.78 (15") 10 C -16.16 70.38 (15") 11 C 76.41 66.42 (36") 12 C 76.41 64.82 (42") 66.20 (36") 13 C 77.75 69.24 (15") 67.33 (36") 14 C 77.75 69.50 (15") 15 C 77.44 69.00 (15") 68.32 (36") 16 C 77.44 69.26 (15") 17 C 77.57 69.89 (18") 69.87 (30") 69.37 (36") 18 C 77.60 70.19 (18") 19 C 77.60 70 48 (18") 70.73 (15") 20 C 76.96 73.43 (15") 20A C 77.99 71.17 (15") 21 C 76.96 73.56 (15") 24 C 77.30 70.86 (,�0") 72.11 (15") 25 C 77.30 72.24 (15") 26 C 79.80 73.22 (15") 71.97 (30") 72.47 (24") 27 C 79.80 73.48 (15") 28 C 81.28 74.13 (15") 73.88 (18") 73.38 (24") 28A C 80.57 72,96 (24") 29 C 81.28 74.39 (15") 30 C 81.39 74.8/ (18") 31 C 81.39 75.00 (18") 48 C 82.18 75.53 (18") _50 C 80.47 76.08 (18") 76.33 (15") 51 C 80.47 76.95 (15") OUTLET FE 68.00 (24") (BASIN #1) 33 C 77.31 68.20 (24") 34 C 77.31 69.30 (18") 68.33 (24") 34A C 75.84 70.14 (18") _35 C 79.27 70.33 (15"&24") ..i5A C 78.93 70.08 t,24") 36 C 79.27 70.46 (15") 37 C 78.15 71.03 (15") 70.82 (24") 38 C 78.15 71.16 (15") 39 C 79.58 71.73 (15") 71.49 (24") 39A C 78.87 71.15 (24") 40 C 79.58 71.99 (15") 41 C 81.40 72.63 (15") 42 C 81.40 72.76 (15") 43 C 74.98 70.85 (15") 70.60 18" 44 C 74.98 71.11 (15") 45 C 81.24 73.19 (15") SANITARY SEWER STRUCTURE SCHEDULE 1 77.88 64.62 2 77.07 64.40 3 77.87 63.74 4 77.21 64.87 5 78.19 66.07 6 j8,44 66.86 8 79.32 68.19 9 80.62 68.78 10 81.62 69.23 11 82.45 70.58 12 82.58 70.96 13 77.60 68.14 14 76.46 68.71 15 75.86 69.33 16 76.47 71.40 17 79.86 72.10 18 78.92 72.60 19 79.61 73.17 20 82.22 74.47 22 77.20 63.19 23 76.75 62.69 24 75.50 62.27 25 77.00f 62.03 26 78.50 61.40 27 77.35t 61.32 PROPOSED SANITARY LATERALS Lot# Location Invert Invert Length Slope Si: at pipe at ROW % SRD-35 1 SMH # 12 7'.46 72.50 50 2.00 6" 2 SMH # 10 69.73 70.61 44 2.00 6" 3 SMH # 8 68.69 69.43 37 2.00 6" 4 8 + 72.9 67.70 68.44 37 2.00 6" 5 SMH # 6 67.36 68.02 33 2.00 6" 6 10 + 75 66.92 67.66 37 2.00 6" 7 SMH # 5 66.57 67.23 33 2.00 6" 8 13 + 10 66.09 66.75 33 2.00 6" 9 SMH 1 65.12 65.78 33 2.00 6" 10 SMH 2 64.90 65.56 33 2.00 6" 11 18 + 00 64.65 65.39 37 2.00 6" 12 18 + 8g 64.46 65.28 41 2.00 6" 13 SMH # 3 64.24 65.82 79 2.00 8" 14 SMH # 3 64.24 65.82 79 2.00 8" 15 18 + 78 64.48 65.30 41 2.00 6" 16 17 + 58 64.75 65.55 40 2.00 6" 17 SMH 2 64.90 65.56 33 2.00 6" 18 SMH 22 63.69 10' STUB 6" 19 SMH # 4 65.52 66.22 35 2.00 6" 20 SMH # 4 65.52 66.36 42 2.00 6" 21 13 + 54 65.94 66.72 39 2.00 6" 22 SMH # 5 66.57 67.23 33 2.00 6" 23 SMH # 5 66.57 67.29 36 2.00 6" 24 SMH 13 68.64 69.30 33 2.00 6" 25 SMH 14 69.21 6 .91 35 2.00 6" 26 SMH # 15 69.83 70.56 35 2.0r' 6" 27 SMH # 17 72.60 73.43 40 2.00 6" 28 SMH # 18 73.10 'i 3.83 35 2.00 6" 29 SMH 4 19 73.67 74.40 35 2.00 6" 30 3 + '75 73.98 74.71 35 2.00 6" 31 SMH 20 74.97 75.70 35 2.00 6" 32 SMH 19 73.67 74.40 35 2.00 6" 32 SMH ' 20 74.91 75.70 35 2.00 6" 33 SMH 15 69.83 70.55 35 2.00 6" 34 SMH # 13 65i.64 69.37 35 2.00 6" 35 SMH # 8 68..�9 69.36 32 2.00 6" 36 SMH # 9 69.28 69.97 33 2.00 6" 37 SMH # 10 69.73 70.44 34 2.00 6" 38 3 + 60 70.12 70.85 35 2.00 6" 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATION': 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 UNLL. IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL Er,IGINEER/SURVE'ruR. Q \MM.1 nn� nnU U V V nLu�u�l IuuU LL 0 l7 �° �1�3 L0 2 LSO UJ `�itt U U 35 F.Y. i 35 F.Y. / / PCB #10 3ti7s - 155'-24" RCP @ 0.5% - - ` -* - - - - � PCB 5 9 - 24" RCP @ 0.5% / PCB #7 � t. ` 1 RCE 0 90.5 SMH #3 19+00 % Pata� R�� 1 18�t- 00 00.8 0 1-- 300' N 12" PVC SDR- 5 (� 22% , ^� �_. --�- --„-- PCB #6-�-- 1.0% \ e 1 P 8 '6 SIDE L 6" RFORAT�'-� ,�` PCB 9 5 1 / / 6" PERFOF UNDE DRAIN ## 6 UNDERDR/ �3-5' F. Y. 35' F.Y. {I L07�� LOT M5 l / iI{ O i t vi O C" c� O U 2 a II I Fes, � , I LUT *13 a t I { It t I k L07 tg / / I ` I C I I X" PERFOR T ` I UNDERD , IN I %If P #1 Y s .0, _-N"2 �o X - � 1 9a �� J� � Mr� c1, fl ` 16xC� ► / ` /PCB # / 0- .PCB 0-7 #4 � 1 17+ PCB t I 35' F.`r I LOU 7 Ic/i �I co u� o l II l0 0 �r' P Y H 1 t 4 LO` r ° Il o PC7�r / � � #1 - 4 / / 26' N 15' P @ 1 0% / LD / @i h kz SMH #4 1 / ` \0 �P 12 ® 0.85% PE RATED �� \ \ 70' ND� AIN / \ \ LO`� �° 9 L \ \ 10' GRAVE \ ACCESS DRIVE e 4 0- O \ / 63• / / Cn Y -- ... - - __ _ i - w p - - -.. a w ; C t- Y O w - - CO o -- o o m0 w --- w ry + 00 w� o w Y rn + > EXISTING L - > mN v w -- -- -Ir v ` I - -I - - - l a v 80 --- `` -- w I J I- w m > GRADE - - --- {- J U J v J w 5=1. S=1.O�o O (Jj S=1.0% - 4 S AT 15-1-97.7 15.0 R �- 7 7-4-1--- ---- i14- 14+<I7.75 15.0 R - PC #13 n „ n - - PCB #5 PC - TA STAT PC 10 7 STAT 19+42.5 22.9 R _ T.F 77.30 STAT 16+97.7 15.0 R 41 I IN 66.45 (24" RCP) T.F INV 6.41 66.42 36" STAT 1 +73.7 T.F INV 77.75 67.33 36" U L-J STAT _-T.F _ 19+97.5 55.0 R 26s6-___ _ 7 INV 69.75 (15') INV 69.00 15 INV 68.22 24' IN 67.77 (24") _ H�u2 It! _ 63 8'2 (`� _64.32 (42". RCP _ INV 64.87 INV 70.38 INV 69.50 (18') STAT 16+87. 6 0 ,"„ INV -0717 ---- - ...- --....R MAIN PC #9 ._. P R STAT 15+88 7 -.. _ --_ INV 64.62 70 - 36' F U�'J - -!N ----- - �55 ti 24" RCP @ 0.5% _ 165' 100' 130' 36" RCP @ 0.7% PCB 8 STAT 19+42.5 22.9 LC� 2a t - IF 76 6.0- 1 pq - --.--- - -- - ____T.F Sw #15 77.87 -STAr19+87JS - INV 70.15 (1,"') N�f-69-9fl---{H _ „ -LOTS- -L-oT-#1-1- # LOT #10,17 -�6-4-�- - It LY_6-3 0 t2U1LEI 100' ^- 42' RCP @ 0.5% 1 (1 � (I 114 - 12" PVC SDR-35 U - - INV 63.74 - INV. 64.4 INV. 64.65 INV. 64.75 t "_ P_V� SDR-35 II (I 12 PVC S LOT #12 �V'� _ R-3 2 STAT 17+86.2 1 T.F 77.30 .0 L PCB #3 STAT 16 2% A F>CB #12 STA 141 97 7 LOT #1 15.0 L ,20 PCB 14 STAT 13+6 7 15.0 L _ _ LO INV 65.12 LOT #13,14 Li 97.7 15.0 L _v 7NV-6_4.Z _ INV 64.82 42 INV 69.50 ( 5") INV 69.13 15" INV 66.20 36' DATUM ZLE'1 PCB #8- PCB # 7 40'� 18" RCP PCB #6 PCB # 5 INV 67. _ 5 24" ( ) 26'- 24' _ ___ Pcff #3 RCP -- - -- PCB 2 OUTLET # 4 PCB 11 PCB 12 # -- PCB #14 P B # 13 @ 1.0% Rep@ @ 0.5% 0.85%... @ 0.5% @ o. 5% @ 1.0% 60.00 Ln o 0) o 'ID o In o � rn rn � 0 0 o •d d- Ln Ln 0 0 0 00 L0 o In O Ln ,In 00 1ti 00 0) (6 Co �t 00 rn t` �► t` r r-, r rn � 0 t\ �i 00 rn 0o mot- C 00 o, 21 +00 6 1 9-2.3-03 5 7-8-03 4 7-15-02 3 4-11-02 2 2-12-02 1 12-24-01 NO. I DA TE revisions for final plans revisions for final plans REVISIONS SEWER CONNECTION AT ROUTE 5 TOWN COMMENTS LOT LINES TOWN COMMENTS TOWN COMMENTS DESCRIPTION 20+00 19+00 jas 18+ 00 17+00 16+00 JAS MBA CBS SCALE: t inch = 40 feet Horiz. RA 1 inch = 4 feet Vertical RA BY 15+00 14+00 13+00 OWNER / APPLICANT SOUTH WINDSOR TECHNOLOGIES CENTER, LLC 312 DEMING STREET P.O. BOX 1149 SOUTH WINDSOR, CONNECTICUT 06074-1149 TEL. (860) 644-2197 Tel. 860.291 • 8755 � Fax 860.291.8757 Prof�esign tQ� Ga�1�� of es sion al s,, 'nc ■ DESIGN: RA DRAWN RA CHECKED: GBS civil engineers • planners surveyors JoB No.: 1253 DA TE. NO VEMBER 2000 landscape architects gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: SERVER IlJOBS\1253\AC77VE\36-37.DWG UPSTREAM STORM STRUCTURE STORM DRAINAGE BASIN #1 PIPE INFORMATION DOWNSTREAM STORM STRUCTURE CB #33 40 LF - 24" RCP @ 0.5% FE OUTLET CB #34 26 LF - 24" RCP @ 0.5% CB #33 CB #34A 143 LF 18" RCP @ 0.59% CB #34 CB #43 78 LF 18" RCP @ 0.59% CB #34A CD #44 26 LF 15" RCP @ 1.0% CB #43 CB #35 50 LF 24" RCP @ 0.5% CB #35A CB #35A 155 LF 24" RCP @ 1.13% CB #34 CD #36 26 LF 15" RCP @ 0.5% CB #35 CB #37 97 LF 24" RCP @ 0.5% CB #35 CB #38 26 LF 15" RCP @ 0.57 CB #37 CB #39A 66 LF 24" RCP @ 0.5% CB #37 CB #39 68 LF 24" RCP @ 0.57 CB #39A CB #40 26 LF 15" RCP @ 1.0% CB #39 CB #41 180 LF 15" RCP @ 0.5% CB #39 CB #42 26 LF 15" RCP @ 0.5% CB #41 CB #45 85 LF 15" RCP @ 0.5% CB #42 EXISTING 71 LF 15" RCP @ 0.5% CB #45 U ST RMM STRUCTURE STORM DRAINAGE BASIN 2 DOWNS STORM TREAM STRUCTURE CB #2 164 LF 48" RCP @ 0.5% FE OUTLET CB #4 26 LF 24" RCP @ 0.85% CB #3 CD #3 100 LF 24" RCP @ 1.17. CB #2 CB #5 90 LF r✓ 24" RCP @ 0.57. CB #4 CD #6 26 LF r 15" RCP @ 0.5% CB #5 CB #7 155 LF r 24" RCP @ 0.5% CB #5 CB #8 40 LF - 18" RCP @ 1.0% CB #7 CB #9 63 LF - 15" RCP @ 1.0% CB #8 CB #10 63 LF - 15" RCP @ 1.0% CB #7 CB #11 26 LF - 36" RCP @ 0.857. CB #12 CB #12 100 LF ^- 42" RCP @ 0.5% CB #2 CB #13 130 LF - 36" RCP @ 0.7% CB #11 CB #14 26 LF - 15" RCP @ 1.07. CB #13 CB #15 165 LF - 36" RCP @ 0.6% CB #13 CB #16 26 LF - 15" RCP @ 1.07. CB #15 CB #17 209 LF - 36" RCP @ 0.57. CB #15 CB #18 40 LF - 18" RCP @ 0.80% CB #17 CB #19 58 LF - 18" RCP @ 0.5% CB #18 CB #20 228 LF - 15" RCP @ 0.98% CB #20A CB #20A 44 LF - 15" RCP @ 1.0% CB #19 CB #21 26 LF - 15" RCP @ 0.5% CB #20 CB #24 198 LF - 30" RCP @ 0.5% CB #17 CB #25 26 LF - 15" RCP @ 0.5% CB #24 CB #26 222 LF - 30" RCP @ 0.5% CB #24 CB #27 26 LF - 15" RCP @ 1.0% CB #26 CB #28 56 LF - 24" RCP @ 0.75% CB #28A CB #28A 65 LF - 24" RCP @ 0.75% CB #26 CB #29 26 LF - 15" RCP @ 1.0% CB #28 CB #30 198 LF - 18" RCP @ 0.5% CB #28 CB #31 26 LF - 18" RCP @ 0.5% CB #30 C8 #48 107 LF - 18" RCP @ 0.5% CB #31 CB #50 109 LF - 18" RCP @ 0.5% CB #48 CB #51 26 LF - 15" RCP @ 2.4% CB #50 UPSTREAM SEWER STRUCTURE SANITARY SEWER PIPE INFORMATION DOWNSTREAM SEWER STRUCTURE SMH #1 98 LF - 12" PVC SDR-35 0 0.22% SMH #2 SMH #2 300 LF N 12" PVC SDR-35 @ 0.227. SMH #3 SMH #3 250 LF - 12" PVC SDR-35 @ 0.22% SMH #22 SMH #4 114 LF - 12" PVC SDR-35 @ 0.35% SMH #1 SMH #5 298 LF - 12" PVC SDR-35 @ 0.35% SMH #4 SMH #6 225 LF - 12" PVC SDR-35 @ 0.35% SMH #5 SMH #8 300 LF - 12" PVC SDR-35 ® 0.4% SMH #6 SMH #9 117 LF - 12" PVC SDR-35 @ 0.5% SMH #8 SMH #10 89 LF - 12" PVC SDR-35 @ 0.5% SMH #9 SMH #11 269 LF - 12" PVC SDR-35 @ 0.5% SMH #10 SMH #12 75 LF � 12" PVC SDR-35 @ 0.5% SMH #11 SMH #13 290 LF - 12" PVC SDR-35 @ 0.4% SMH #6 SMH #14 114 LF - 12" PVC SDR-35 @ 0.5% SMH #13 SMH #15 124 LF - 12" PVC SDR-35 ® 0.5% SMH #14 SMH #16 259 LF - 12" PVC SDR-35 @ 0.8% SMH #15 SMH #17 140 LF - 12" PVC SDR-35 ® 0.5% SMH #16 SMH #18 99 LF - 12" PVC SDR-35 @ 0.5% SMH #17 SMH #19 114 LF - 12" PVC SDR-35 @ 0.57. SMH #18 SMH #20 260 LF - 12" PVC SDR-35 @ 0.5% SMH #19 SMH #22 225 LF - 12" PVC SDR-35 @ 0.227. SMH #23 SMH #23 191 LF - 12" DUCTILE IRON ®0.22% SMH #24 SMH #24 108 LF - 12" PVC SDR-35 @ 0.22% SMH #25 SMH #25 283 LF - 12" PVC SDR-35 @ 0.22% SMH #26 SMH #26 37 LF - 12" PVC SDR-35 @ 0.22% SMH #27 LEGEND ® IRON PIN TO BE SET • EXISTING IRON PIN o MONUMENT TO BE SET ■ EXISTING MONUMENT -e- EXISTING UTILITY POLE `Q> PROPOSED UTILITY POLE _ =121= = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE �= PROPOSED STORM MANHOLE EXISTING SANITARY MANHOLE AND PIPE ---- PROPOSED SANITARY MANHOLE AND PIPE PROPOSED WATER MAIN AND HYDRANT ® DUMPSTER PAD -R.L.- ROOF LEADER - S - SANITARY LATERAL SURFACE DRAINAGE FLOW DIRECTION - W - WATER LATERAL -•a38•- EXISTING CONTOUR -��- PROPOSED CONTOUR x6L95 EXISTING SPOT GRADE ® PROPOSED SPOT GRADE - - 80' UPLAND REVIEW ® A INLAND WETLANDS - - - -� SILT FENCE CONSTRUCTION LIMIT SOILS EXISTING TREE LINE PROPOSED TREE LINE - EASEMENT PROPERTY SURVEY/SUBDIVISION SHEET South Windsor Technologies Center 36 SU LILUVAN AVENUE 41 SOUTH H WllNJu SOR9 CO MICTRIC V J !1 r STORM DRAINAGE STRUCTURE SCHEDULE CB TYPE T.F. INV. OUTLET FE 63.0 (48") (BASIN #2) 2 C 77.41 64.32 42" 66.45 24" 63.82 48" 3 C 76.41 67.55 (24") 4 C 76.41 67.77 (24") 5 C 77.30 69.00 (15") 68.22 (24") 6 C 77.30 69.13 (15") 7 C 76.60 69.75 (15") 69. `>0 (18") 69.00 (24" 8 C 76.60 70.15 (15") 69 90 (18") 9 C 76.16 70.78 (15") 10 C 76.16 70.38 (15") 11 C 76.41 66.42 (36") 12 C 76.41 �54.82 42" 66.20 36") 13 C 77.75 69.24 05") 67.33 36" 14 C 77.75 69.50 (15") 15 C 77.44 69.00 (15") 68.32 (36") 16 C 77.44 69.26 15"' 17 C 77.57 69.89 (18") 69.87 (30") 69.37 (36") 18 C 77.60 70.19 (18") 19 C 77.60 70.48 (18") 70.73 (15") 20 C 76.96 73.43 r15" 20A C 77.99 71.17 (15") 21 C 76.96 73.56 (15") 24 C 77.30 70.86 (30") 72.11 15" 25 C 77.30 72.24 (15") 26 C 79.80 73.22 15" 71.97 (30") 72.47 (24") 27 C 79.80 73.48 15" 28 C 81.28 74.13 (15") 73.88 18" 73.38 24" 28A C 80.57 72. J6 (24") 29 C 81,28 74.39 (15") 30 C 81.39 74.87 (18") 31 48 C C 81.39 82.18 75.00 (18") 75.53 (18") 50 C 80.47 76.08 (18") 76.33 (15") 51 C 80.47 76.95 (15") OUTLET FE 68.00 (24") (BASIN #1) 33 C 77.31 68.20 (24") 34 C 77.31 69.30 (18") 68.33 (24") 34A C 75..4 70.14 (18") 35 C 79.27 70.33 (15"&24") 35A C 78.93 70.08 (24") 36 C 79.27 70.46 (15") 37 C 78.15 71.03 (15") 70.82 (24") 38 C 78.15 71.16 (15") 39 C 79.58 71.73 (15") 71.49 (24") 39A C 78.87 71.15 (24") 40 C 79.58 71.99 (15") 41 C 81.40 7".63 (15") 42 C 81.40 72.76 (15") 43 C 74.98 70.85 (15") 70.60 18" 44 C 74.98 71.11 (15") 45 C 81.24 73.19 (15") SANITARY SEWER STRUCTURE SCHEDULE k SMH T.F. INV. 1 77.88 64.62 2 77.07 64.40 3 77.87 63.74 4 77.21 64.87 5 78.19 66.07 6 78.44 66.86 8 79.32 68.19 9 80.62 68.78 10 81.62 69.23 11 82.45 70.58 12 82.58 70.96 13 77.60 68.14 14 76.46 68.71 15 75.86 69.33 16 78.47 71.40 17 79.86 72.10 18 78.92 72.60 19 79.61 73.17 20 82.22 74.47 22 77.20 63.19 23 76.75 62.69 24 75.50 62.27 25 77.00f 62.03 26 78.50 61.40 27 77.35t 61.32 PROPOSED SANITARY LATERALS Lot# Location Invert Invert Length Slope Size at pipe at ROW % SRD-35 1 SMH # 12 71.46 72.50 50 2.00 6" 2 SMH # 10 69.73 70.61 44 2.00 6" 3 SMH # 8 68.69 69.43 37 2.00 6" 4 8 + 72.9 67.70 68.44 37 2.00 6" 5 SMH # 6 67.36 68.02 33 2.00 6" 6 10 + 75 66.92 67.66 37 2.00 6" 7 SMH # 5 66.57 67.23 33 2.00 6" 8 13 + 10 66.09 66.75 33 2.00 6" 9 SMH # 1 65.12 65.78 33 2.00 6" 10 SMH # 2 64.90 65.56 33 2.00 6" 11 18 + 00 64.65 65.39 37 2.00 6" 12 18 + 88 64.46 65.28 41 2.0' 6" 13 SMH # 3 64.24 65.82 79 2.00 8" 14 SMH # 3 64.24 65.82 79 2.00 8" 15 18 + 78 64.48 65.30 41 2.00 6" 16 17 + 53 64.75 65.55 40 2.00 6" 17 SMH 12 64.E .1 65.56 33 2.00 6" 18 SMHit 22 63.69 10' STUB 6" 19 SMH # 4 65.52 66.22 35 2.00 6" 20 SMH # 4 65.52 66.36 42 2.00 6" 21 13 + 54 65.94 66.72 39 2.00 6" 22 SMH 5 66.57 67.23 33 2.00 6" 23 SMH 5 66.57 67.29 36 2.00 6" 24 SMH 13 68.64 69.30 33 2.00 6" 25 SMH 14 69.21 69.91 35 2.00 6" 26 SMH # 15 69.83 70.56 35 2.00 6" 27 SMH # 17 72.60 73.43 40 2.00 6" 28 SMH # 18 73.10 73.83 35 2.00 6" 29 SMH 19 73.67 74.40 35 2.00 6" 30 3 + 5 73.98 74.71 35 2.00 6" 31 SMH # 20 74.97 75.70 35 2.00 6" 32 SMH # 19 73.67 74.40 35 2.00 6" 32 SMH 20 74.97 75.70 35 2.00 6" 33 SMH # 15 69.83 70.55 35 2.00 6" 34 SMH # 13 68.64 69.37 35 2.00 6" 35 SMH # 8 68.69 69.36 32 2.00 6" 36 SMH # 9 69.28 69.97 33 2.00 6" 37 SMH 10 69.73 70.44 34 2.00 6n 38 - _ 3 + 6 Q - -70,12 _ 70.85 - 35 -----2.00 ----6 - ---- ---- --� T-- - { it I I PERi-ORA ED �(� � �I I DERORAIN 2 " °' I p i #24 C � I + 00 I I o ' °wOr- Or- i I z : > Cil t o I L - PERFORA o U DERDRAIN + \ I I LO I n I LUo V *34 35 F.Y. :.:..._.... .,s�.:;:::,�nc.� -.sr,:c;s�r�.:�v..c zvr:,:r.+ewsef�+mtncz.warucsrr:surm�:acuxo;..�csv�r ::�.�.5•r6tiu:,:::::isl'•..:LI.:...,:.xz:-:r�:.;atic�%a�rx:aaaznsrtsttra: UPSTREAM STORM DRAINAGE DO STORM AM STRUCTURE BASIN #1 STRUCTURE PIPE INFORMATION \ / �r1�a /__ CB #33 40 LFN 24" RCP ®0.5% FE OUTLET UNDERDRAIAT `�xO�M 16 / c�� CB #34 26 LF N 24" RCP @ 0.5% CB #33 CB #34A 143 LFN 18" RCP @ 0.59% CB #34 CB # 3 78 LF 18" RCP �, 0. J% CB #34A CB#34 ERFOP�ATE� ` ; CD #44 26 LF N 15" RCP @ 1.0% CB #43 26-' , 4'!R DE RAIN \ CB #35 50 LF N 24" RCP @ 0.5% CB #35A \ PCB / / / CB #35A 155 LF N 24" RCP @ 1.13% CB #34 CD #36 26 LF N 15" RCP @ 0.5% CB #35 CB #37 97 LF N 24" RCP @ 0.5% CB #35 00 / O 2 CB #38 26 LF N 15" RCP @ 0.5% CB #37 CB #39A 66 LF N 24" ilCP @ 0.5% CB #37 CB #39 68 LF N 24" RCP @ 0.5% CB #39A RC CULVERT CB #40 26 LF N 15" RCP @ 1.0% CB #39 INV 68.00 CB #41 180 LF N 15" RCP @ 0.5% CB #39 4 �� ,��, �/ C8#2 26LFN15'RCP @0.5% CB#41 CB #45 85 LF N 15" RCP @ 0.5% CB #42 \ P #34A h �� `L � / EXISTING 71 LF N 15" RCP @ 0.5% CB #45 `� C/ UPSTREAM STORM DRAINAGE DOWNSTREAM STORM STORM O/ O n STRUCTURE BASIN 2 I IC XO // � -� STR TURE Q / .�O / LINE BASIN SIDESLOPE WITH _ CB #2 164 LF N 48" RCP @ 0.5% FE OUTLET 12" F CLAY AND 6 OF TOPSOIL u ON T E BROOK SIDE OF CB #4 26 LF N 24" RCP @ 0 85% CB #3 PC:B 43 SI / BASIN (SEE DETAIL) 1 ° , r _ ,�, � #1�/ �Qv XTENT OF B 1N � CD #3 100 LFN 24" RCP @ 1.1% CB #2 Q CB #5 90 LF N 24" RCP @ 0.5% CB #4 CD #6 26 LF N 15" RCP @ 0.5% CB #5 r RCP / ti PCB n-'Oq PCB#20 _ - - S� Q_5� - -- - - - - - - - �- / 5\� / I ° C 228 N15 RCP @ 0.98% �+ _=w r nr NC SOR"� �i ° 00 CB #7 155 LF N 24" RCP @ 0.5% CB #5 { SMH #6 15+00 14+00 �y Waif: Roadi 13+00 12+00 , 12 1k00 j INSTALL TEMP ST NDPiP AND ° °° CB #8 40 LFN 18" RCP @ 1 0% CB 7 I 7{r PCB 1 ° ® J �? { o d % 0 ei-' jr " I. y' BERM, USE AS SE ENTAT o0 " 29C' N 12" PVC SC'�-35 @ 0.4% SMH 1 114' 12 PVC SDR-35 @ 0,5% �„ F . ° n(� # SMH #14 P 4 BASIN DURING CONS UCTION. L'J CB #9 63 LFN 15" RCP @ 1.0% CB #8 -" r, -r �••�� ° s�.�.�.��.. - .� r.. .,-- / �� (SEE DETAIL) � � o �� ......�-�w - " CB #10 63 LFN 15" RCP @ 1.0% CB #7 � `• �. IN J .OJT # - - - - - - - PCB 21 r \ Q 6 V CB #11 26 LF N 36" RCP @ 0.85% CB 12 r 00 6" PER TED 6' SIDE LK - - � CB #12 100 LF N 42" RCP @ 0.57 CB #2 �11 -- - -- -- I - -- N KSN R DRAIN C7EN BASINS AND MITIGATION AREA G AlgTINGS TO BE DETERMINED BY WETLANDS CB #13 130 LF N 36" RCP @ 0.7% CB #11 �1 - r @1. 1-1 r�{ "I 6" PERFORA Q a UN ERDRAII\ a7I N { `iIi I I i �� 1 Y N �+ N b '- Cj - w � I � PCB 1 _ AT 1 51 00 < Lj w T.F 77.60 80 N_V ' -1 -u NV 70.48 (18" PCB #17 STAT 15+93.0 30.0 L T.F 77.57 INV 69.89 (18") INV 69.87 (30") INV 69.37 (36") 6" PE FORAT D ° V�O_ IL SCIENTIST OR LANDSCAPE ARCHITECT CB #14 26 LF N 15" RCP @ 1.0% CB #13 UNDE DRAIN J /'� P'0 j �lP6 / CB #15 165 LF N 36" RCP @ 0.6% CB #13 U 5n>'LS \ CB #16 26 LF N 15" RCP @ 1.0% CB #15 35' F.Y. 35' F.Y. I 35' F. r t o CB #15 I CB #17 209 LF N 36" RCP @ 0.5% I / CB #18 40 LF N 18" RCP @ 0 80% CB -417 L07 M 3 W � CC- w w EYISTING �-OR -PCB#` -- - STAT 15+08.0 15.0 T.F 77.99 INV 71.17 (15") W7 w24 INV 68.14 - 15"RCP @ p.g8 ° i - 8„ RCP 44 @ 70 SMH STAT 9 50.5(PATRIA) STAT15+51.0 28. L STAT 15+79.2(SCHWEIR) p_tF�� D)R-35 ® 0.4% LOT #24,�34 INV 766.86 ' INV 70.19 (18") LV "� PCB #1 - P�Ft #1 IN 67.3 @ 0.5% r7� �� CO � �t O j d7 �`� �� 00 00 �� 06 16+00 15+00 14+00 13+00 I 7 6 10-09-03 revisions for final plans MHA 9-23-03 revisions for final plans 1Us x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS ro o N LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE --- �- �, INFORMATION. ALL EXISTING UTILITIES SHOULD N 5 7-8-03 SEWER CONNECTION AT ROUTE 5 JAS j V o BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 7-15-02 TOWN COMMENTS MHA 0D 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-11-02 LOT LINES Gas BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 2-12-02 TOWN COMMENTS RA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 12-24-01 TOWN COMMENTS RA IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE C:�SCRIPTION 13Y •,r�r...:-'!sttra�s-:.rcr�si-•r-r.�.. :.-c. xS•'esz9.%tK^'±^,�s. a7irr ..�fdta�c.::nt.�•mxxc�vr•�as�ira�+temrr.=.atrc rza�lcac•srsss: C� \ CB #19 58 LF N 18" RCP @ 0.5% o CB #18 CB #20 228 1 F N 15" RCP @ 0.98% CB #20A L07 25 CB #20A 44 LF N 15" RCP @ 1.0% CB #19 \ \ 0 - _ --- - 1 'Z <n CB #21 26 LF N 15" RCP @ 0.5% CB #20 CB #24 198 LF N 30" RCP @ 0.5% CB #17 I CB #25 26 LF N 15" RCP @ 0.5% CB #24 CB #26 222 LF N 30" RCP @ 0.5% CB #24 CB #27 26 LF N 15" RCP @ 1.0% CB #26 CB #28 56 LF N 24" RCP @ 0.75% CB #28A CB #28A 65 LF N 24" RCP @ 0.757. CB #26 CB #29 26 LF N 15" RCP @ 1.0% CB #28 CB #30 198 LF N 18" RCP @ 0.5% CB #28 CB #31 26 LF N 18" RCP @ 0.5% CB #30 CB #48 107 LF N 18" RCP @ 0.5% CB #31 - CB #50 109 LF N 18" RCP @ 0.5% CB #48 - -�- - -- CB #51 26 LF N 15" RCP @ 2.4% CB #50 UPSTREAM SEWER STRUCTURE SANITARY SEWER. PIPE INFORMATION DOWNSTREAM SEWER t STRUCTURE N-- Q - P --- OPGSED � ----- -- ____ G - _ ADE -- SMH #1 98 LF N 12" PVC SDR-35 ® 0.227. SMH #2 w w - SMH #2 300 LF N 12" PVC SDR-35 ® 0.22% SMH #3 GRADE Q Q w PCB #34A I SMH #3 250 LF N 12" PVC SDR-35 @ 0.22% SMH #22 0 U TX"" F9-" T.F 79.84 R SMH #4 114 LF N 12" PVC SDR-35 @ 0.35% SMH #1 SMH #5 298 LF N 12" PVC SDR-35 @ 0.35% SMH #4 CB� 20_ _ .. - "` - -- -- -" - - Rq SMH #6 225 LF N 12" PVC SDR-35 ® 0.357 SMH #5 '- _" PCB #34 - STA 12+8 .2 15.0 R - S=1.0 0 _ S=1.0% STA 8+52.0 15.0 R _- _ _ SMH #8 300 LF N 12" PVC SDR-35 @ 0.4 0 SMH #6 INV 73.43 (15") 4_ _.... PSABT#403* $ T.F 7.31 1 -- - SMH #9 117 LF 12" PVC SDR-35 ®0.5% SMH #8 STAT 11+75.2� T.F 74.98 SMH #10 89 LF N 12" PVC SDR-35 ® 0.5% SMH #9 PCS T.F._.46.-.... INV _I .1 68.71 I I Nam' F1. STAT 10+50.0 -- - SMH #11 269 LF N 12" PVC SDR-35 @ 0.5% SMH #10 i STA 12+ 0.2 15.OL y INV 70.85 15" - - n n n SMH #12 75 LF N 12" PVC SDR-35 ®0.5% SMH #11 _ INV 73.56 (15") -- i INV 69.33 `-_ p>----- u SMH #13 290 LF N 12" PVC SDR-35 @ 0.4% SMH #6 STAB 0�+82.8 1 .0 L 78 F_ 1 RCP 0.59%q-_ "a- _-_ �.--- _ I� SMH #14 114 LF N 12" PVC SDR-35 (� 0.5% SMH #13 INV 71.11 2 �2" @ ° ""� 155' N SMH #15 124 LF N 12" PVC SDR-35 ® 0.5% SMH #14 12 PVC CJD1t' % _".-- --- - o - - 70 SMH #16 259 LFN 12" PVC SDR 35 ®0.8% SMH #15 114 LFN 12" PVC S� o - -- - - -- SMH #17 140 LFN 12 PVC SDR-35 ®0.5% SMH #16 ----------- J - """` STA 8+52.0 15.0 L -_ __ AT #16 SMH #18 99 LF N 12" PVC SDR-35 ® 0.5% SMH #17 PCB #21 P #20 IN =-1 69.21 LOT #26,33 INV 8.94 (24") PCB #34 PCB #33 T.F. 78.47 SMH #19 114 LFN 12" PVC SDR-35 ® 0.5% SMH #18 @ 0.5% PCB .444 PCB 443 NV-6 . 3- -- 26 --24" RCP NV 4dn SMH #20 260 LF N 12" PVC SDR-35 0 0,5% SMH #19 @ 0.5% _ SMH #22 225 LFN 12" PVC SDR-35 @ 0.227 SMH #23 26'--1 'CP- _ _- _ _ -_. @ 1.0% DATUM ELEV SMH #23 191 LF N 12" DUCTILE IRON ® 0.22% SMH #24 65.00 SMH #24 108 LF N 12" PVC SDR-35 @ 0.22% SMH #25 - N `n •- n !t �- N G �- cc 00 N cfl rri cfl 00 cfl l� cfl 00 . cfl M SMH #25 283 LF N 12 PVC SDR-35 @ 0.22% SMH #26 106 r` r; r\ r� ri r; r r\ r; r` 06 r; SMH #26 37 LF N 12" PVC SDR-35 ® 0.227. SMH #27 12+00 11 +00 10+00 9+00 8-i 00 LEGEND tad IRON PIN TO BE SET - W - WATER LATERAL ® EXISTING IRON PIN --;439 EXISTING CONTOUR MONUMENT TO BE SET --E:Z3--- PROPOSED CONTOUR * EXISTING MONUMENT X6L95 EXISTING SPOT GRADE -a- EXISTING UTILITY POLE `Cb PROPOSED UTILITY PULE 117-M PROPOSED SPOT GRADE _ = EXISTING CATCH BASIN AND PIPE - - 80' UPLAND REVIEW PROPOSED CATCH BASIN AND PIPE A A ♦ 0,11 Akin v,rc•n Anrnc o IIYt-/11\V 11 {_ ILYi1�VJ PROPOSED STORM MANHOLE -- -+ SILT FENCE , OWNER / APPLICANT -�� EXISTING SANITARY MANHOLE AND PIPE - SOU iH WINDSOR TECHNOLOGIES CENTER, LLC -OO- PROPOSED SANITARY MANHOLE AND PIPE CONSTRUCTION LIMIT 312 D E M I N G STREET PROPOSED WATER MAIN AND HYDRANT SOILS P.O. BOX 1149 r�`n EXISTING TREE LINE SOUTH WINDSOR, CONNECTICUT ® DUMPSTER PAD PROPOSED TREE LINE 06074- 1 1 49 -RA_- ROOF LEADER EASEMENT TEL. (860) 644•-2197 - S - SANITARY LATERAL SURFACE DRAINAGE FLOW DIRECTION i ii i Tel. 860.291 • 8755 PROPERTY SURVEY/SUBDIVISION SHEET e Fax 860.291.8757 esign �� 0 Qj ID-1 South Windsor Technologies Venter SCALE: 1 inch = 4 0 feet Horiz. i1rofessionals,, ine. r 37 1 inch = 4 feet Vertical DESIGN. RA Oh'AWN.• RA CHECKED.- GBS OULLHVAN AVENUE civil engineers •planners surveyors landscape architects • gis • gps JOB NO.: 1253 DATE: NOSE gER 2000 I 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: .SFRI/FRI.InR.S119.-STI Ar 71lr1 3R_ ti7nw� 6 "� TH DS®Rr CONN1EC�'i.�It�t� T •�� 2 ., - •.... y(t,•.:cm�eea+wyy7•Sf37,�.1.."L'S&ir ^-xx- ....w , _,. �,. .tiz._s� .vua ' r...i - _ _ .. �...S.a�a _ __ Y`dCflL ✓S�- ILHr,..r � ....a•� .xr.:.�..,...ya - jrPas.:,,:el::.,iaszt^,.,.>.-,...�a;s..: m�s:,v �.�x:rsa.4y .. s: �...: ' .sc..x+r�a�.rn-....n. >seaaaa>�sao...�rw - - . w ..,. :.it:".3lilPYdf;. , . ...• .- .. ..., �.. o.-..,. .. .. 1.. .-Y.,:r'ac.'s:.l •..:�.ss^�..a.r:sY:cv +o..sss � w,c:>r'XldBR8a6vR➢67m LAAN / STREETS / CROSS-COUNTRY PAVED AREAS RE CAST CONCRETE UNIT s,- 2" 11" 2-108 2-103° 11" 1 . 13 1 G" --- - 71' 1' 6�" 1' 6�" 71" 2" llr,_ -- 5 4 ," 2" 1 10 tO T" 10 10 ° 2-#4X4'-0" LONG 2 5/8" HOLES FOR_ 1' 8101 LJ 7 ADJUST FRAME ELEVATION 1 1 o 3/16' , • z 1 2" RADIUS TOPSOIL &SOD OR SEED �4 BARS T - 4" LONG J / _ 3 . 35" WITH CONC. BLOCKS OR 31 " 31 71" 1'-6 /" 71" 2 i0P OF FRAME APPLIE PVT. RICKS, 6" TO 12" I- 2 #4 BARS CR�SS-S TOP pF FRAME APPLIES m APPROVED GRANULAR NON- RE CAST CONCRETE UNIT pyIslo°E 10" ONG y3 STIRRUPS ®9" SURFACE U ° ORGANIC BACKFILL MATERIAL to ADJUST FRAME ELEVATION ° WITH CONC. BLOCKS OR 3 t3 16' a 2 i3 I6 0 ° 3 4X4' 0" LONG COURSE �a ° ° �- � PLACED AND COMPACTED IN 3 " 3 5/8"BRICKS, 6' TO t2" PRE CAST CONCRETE UNIT _ ' ADJUST FRAME 5.5" ° ONE FOOT (1) (MAX.) LIFTS. ELEVATION WITH 1? SEE DETAIL "A' CONC. BLOrVS OR 1'-0" BRICKS, 6" TO 12" 2' B ' N ALL JOINTS TO BE 1' 8 2' 83" p ALL JOINTS TO BE t' 0" / t s'-10 - _-- ALL JOINTS TO BE ` POINTED FLUSH &FULL N POINTED FLUSH k FULL / / '� 4" STEEL I -BEAM POINTED F H FULL 3" 1 t WARNING TAPE PER CONN. 7 - 1 / 1 W / �I 1'-3 21-1' Ol ' S4X9.5 3'-6" LONG BINDER COURSE GENERAL STATUTE SECTION ff�a 75° i3 7/16' 2 4" 4" >I 8" a 16-345, AS AMENDED, PLAC-D DDC /•ACT r•AAIPDETC 1. / f � /,� _(MASONRY I <t°a 1�1�" WIN 1 Tn'24" WAY 1 ARnVF I ' I Kt VAJ I UVNI Kt It UK I CONCRETE MASONR ` ' CONCRETE MASONRY UNIT CONCRETE MASONRY UNITS 8" / UNITS) I I 12 I I TOP OF PIPE. g" (MASONARY PRE CAST CONCRETE OR 1. CURBING MATERIAL TO BE CONN DOT ° f CONCRETE MASONRY UNITS ° Am�- 2. SAND BLANKET (MASONRY UNIT) PRE CAST SUMP OR SLAB CLASS 3 BITUMINOUS CONCRETE. UNITS)(OR EQUAL) 3500 PSI 2.CURBING TO BE LAID ON TOP OF 12' MIN. BINDER COURSE. o POURED CONCRETE ORPIPE, AS SPECIFIED / c PRE CAST SUMP OR SLAB `1 6" OF 3/4" PRE CAST SUMP OR OR EQUAL) 3500 PSI 1/2 D. PIPE CRUSHED STONE BITUMINOUS CAPE COD CURBING F. SLAB (OR EQUAL) 3500 PSI 'e c 4'-0" - 8 ° 6' OF 3/4" CRUSHED 1.. NOT TO SCALE 1/2 .D. PIPE 3/4' BROKEN TRAPROCK G I'i CAPE COD CURBING TO BE INSTALLED ONLY WHERE FILTER F.'..:RIC ° STONE r 8" 8" 8" 3'-0" 8" ° n - SEE NOTE 6" OF 3/4" CRUSHED 4" 4 7 1p�" 4, 4" SHOWN ON SHEET 33 OF 41 6'�MIN. ( ) I€ f STONE NOTES: MINIMUM COVER OVER TOP OF PIPE - i t• 8" 4" 0' 8" O.D. 6t B" 3' 0' 8° FRONT ELEVATION SHALL BE 2' 0". t 3 1' PIPE 1' 1 ( , 5'-4' NOTES: 4'-4" ;; 2. WALL THICKNESS SHALL BE SIDE ELEVATION FRONT ELEVATION SIDE ELEVATION 12' SAND MIN. k t u1nu11nu rnvco nvry mo nc D1Dr SUFFICIENT TO MEET HS 20 LOADING. I. IYI II YII}i:J IVI VV YI_I\ V YI_Il I VI VI 1 II L • 2 7 3. WALL THICKNESS FOR STRUCTURES NOTES: 2 2 SECTION SHALL BE 2'-0 STONE fI k OVER 10' HIGH IS 12' FOR CONCRETE 1. MINIMUM COVER OVER TOP OF PIPE { } - •" --- NOTE: FRONT ELEVATION 2. WALL THICKNESS SHALL BE SIDE ELEVATION BLOCK UNITS. INSIDE DIMENSIONS SHALL BE 2' 0". I CN SUFFICIENT TO MEET HS 20 LOADING. REMAIN THE SAME. a. ALL PIPES SHALL BE CUT FLUSH WITH 2. WALL THICKNESS SHALL BE -v FLOW - 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE 6" MIN. " i 3. WALL THICKNESS FOR STRUCTURES NOT TO SCALE INSIDE WALLS. S4X9.5 3'-G" LONG _3 �" X 2" X �" SUFFICIENT TO MEET HS 20 LOADING. 4" STONE NECESSARY PG. M-46 [- OVER 10' HIGH IS 12" FOR CONCRETE 5. ALL BRICKS SHALL BE CONCRETE. FRAME (TYP.) 3. WALL THICKNESS FOR STRUCTURES - 2. FILTER FABRIC SHALL BE NONWOVEN j (- CLASS 2, WITH PERMITTIVITY OF 1' 2' 6" t' BLOCK UNITS. INSIDE DIMENSIONS NOTE: USE C L GRATE FOR ;•. T'rPE „ „ OVER 10' HIGH IS 12" FOR CONCRETEE 0.5 TO 0.1 SEC"' AND ADS OF REMAIN THE SAME. TYPE "C" CATCH BASIN C-L DOUBLE GRATE RASIN. DETAIL A BLOCK UM'j. INSIDE DIMENSIONS 0.43 nn TO 0.22nrt AND SHALL PIPE IN GROUND WATER REMAIN THE SAME. MEET :.;BRIO M288-96 4. ALL PIPES SHALL BE CUT FLUSH WITH 4. ALL PIPES SHALL BE CUT FLUSH Y11TH I 15' NOT TO SCALE i. NOT TO SCALE INSIDE WALLS. %� BIT. CURB INSIDE WALLS. I - TYPICAL SANITARY SEWER k7 _ ... __._.._ _... -- CONCRETE / -- STONE SEDIMENT -- -- TRFNr-H SFCTIC)N 5. ALL BRICKS SHALL BE CONCRETE 5. ALL BRICKS SHALL BE CONCRETE. S HIGH STONE SEDIMENT BARRIER TYPE "C-'L" CATCH BASIN not to scale ).. NO i TO SCALE �a es - --11 TYPE C CATCH BASIN Type "C-L•' top andgate A o'-8 5/16' IT DOUBLE GRATE TYPE fI 4'-6 3/8' -8 13/16 VARIES 0'-8 13/36 76.0o 10 13/16� L{ 3'_i 3/4' - EE111 15' SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01 j STANDARD PRECAST { 1' OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOUS CONCRETE UNIT--"-- ,! SECTION A -A , L.UNLKL I L SURFACE COURSE (OR AM41 TO TRADE WITH C0.RSES EXISTING SCE GIST 1RDIt IwtoLc Q� -RAMPn PAVEMENT MATCH EXISTING, IF GREATER) M 04 rain t COVER DETAIL _-� CURB- 1" PER FT Y SLOPE Ur CONC. ERICK OR CONE. GRADING PINGS (SEE NOTE 1) SIDEWALK S' ORIF ICE VARIES 6' TO 1K' PLACE K OF CURSION JOINT - 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMINOUS 71.00 R AMP kAT BACK OF CURB LINE CONCRETE BINDER COURSE ( OR - INV167.00 a' 3'� OR AT SIDEWALK LINE. -- MATCH EXISTING, IF GREATER) M 04 VA tES 4'-0' NAIM1UESTEP SIDEWALK GUTTER LINE :, 6' (COMPACTED) PROCESSED TRAPROCK _ _1 r ORIFICE .n TYP. (SEE STANDARD DETAIU 1' 6' °' 8.00 8.00 IS' OUTLET n111E BASE.- M 05.01, S 1/2' PREFORMED SECTION A -A ° MODIFIED RIP RAP PAD i SEE (BOOINT DETAIL TOOLED JOINT., WITH 6' (COMPACTED) PROCESSED GRAVEL ' <BELOV> , 1z,r,OR+•RISER 4' EXPANSION JOINT MTL SECTION AS REwIREG etnwsnc 1/4' RADIUS TOOL FOR DETAILS, SEE •''4 DAMP PROOrING ELASFOR DEPIC ILS, SEE GRASS / �- \GRASS •. SUBASE OVER COMPACTED SUBGRADE I B� 4 0' 1 - I Class "A" 3'-0' a' -a MIN _ Q (TRENCH BACK FILL) MA2- GRADE, B I-1 o I Concrete ((pi AND riDcl6tE - .. � �'- (OR PROCESSED T RAPROCK) '(-'TO XIN TB JOINT 2"-0"" 3' )" MIN 2' -O" L i > ESLEEVE RIGHT OF WAY - FRONT SIDE d 6'-O'• MAX /a PIPE LD. SIDEWALK NOTES CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED CLASS 'A' CONCRETE OR }RICK "SOW _ iLOY AND ANCHOR BOLTED INT❑ FRONT OF STRUCTURE WITH I' sareLeANIw INvcRT Q RA P BE EITHER PARALLEL WITH, OR PERPEN- 12' 12' 1. ALL SAW CUT AND SEALED JOINTS TO MINIMUM 1/2'X3' STAINLESS STEEL BOLTS s' 4' �\ h1IN. TRENCH MIN. cuss A•CON[RETE r. +'. WIDTH THE PIPE. TO, THE CENTERLINE OF v ARrcc 6""iN-� PLAN VIEW CI�RB SEED - THE PIPE. BASIN 1 k GUTTER LINE / -- TYPICAL I 2. ALL MATERIALS ARE TO MEETi 3/4' 3%MKCl TRAPRdXCK I STREET LINE R.O.W. TRENCH FORM 814A, AS AMENDED T a "C-L" to and rate [ /- SECTION ELEVATION zDE E= APPLIED SECTION B-B 4'-6 3/a' -8 ]3/(6' 10 113 16, 1 0'-8 13/16' H_COL1 I SECTION 3•-1 3/4'- E�.1. TOP STEP TO BE A MAXIMUM OF 12' -- VARIES -+-- 6' 1' F' 5,00 tt ROLYD auseEx SEALER BELOW TOP OF MANHOLE FRAME GASKET JOINT 2. IF TOTAL DEPTHISTEN FEET OR GREATER, MEET TOP OF CURB, OR EDGE OF 6' -.- 6' `C SIDEWALK RA(ViP STANDARD PRECAST CERTIFICATION OF HS-20 LOAD BEARING -� �I PRZ S CONCRETE UNIT-'-----'--� _ rnlmr a TELL REDS•• PAVEMENT IF N❑ CURB EXISTS ALTERNATE JOINT CAPACITY SHALL BE SUBMITTED TO THE \ 1/4', V 311 MAX. NOT TO SCALE TOWN ENGINEER FOR APPROVAL PRIOR / 1/2'�1' RESIDENTIAL PERMANENT PAVEMENT -1. 2s' GASKET JOINT TO INSTALLATION. BIT. CURB ' 3. SEE MISCELLANEOUS MANHOLE DETAILS PATCHING DETAIL 71.OD II SHEET. I I T 10' ORIFICE I NOT TO SCALE AIM 4" T❑PSDIL & SEED MATCH EXSISTING s DICE INV,59.95 67.00 4' TOPSOIL & SEED GROUND - -1-- 3.0 2 °3 oo10E 1s' OUTLET PIPE NOT TO SCALE 8' PROCESSED OR BANK RUN GRAVEL MEET GRADATION ❑F M2.06 GRADING B L55QLID - " HOLES TO BE WRAPPED WITH 2 LAYERS OF MIRAR FABRIC PRECAST REINFORCED DRILLED INTO INDENTS OF PIPE. C R A L H L OR M5.01.1. SIMILAR MESH. CONCRETE MANHOLE MODIFIED RIP RAP PAD (SANITARY) S' CONE. SIDEWALK Class "A" (8' CONC. AT DRIVES WITH 6'X6'X10/10 WIREMESH)-B' 4"-B 1'-B' Concrete 3'-0-'- FRONT SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED SEWER MAIN LINE AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH STANDARD PLUG \\` MINIMUM 1/2'X3' STAINLESS STEEL BOLTS TRENC LIMIT 9� 30 8" PEA STONE AROUND BASIN 2 12" BA - to 15" ADS N 12 DISCHARGE TO DETENTION BAST UTLET STRUCTURE NOTES: I ❑ Q STORM MANHOLE �O �O ALTERNATE PROPOSED GRADE p - 1. ALL EXTERIOR WALLS OF CATCH ❑ I 12 TEMPORARY SILTATION BASIN " „ BASIN WILL BE FACED, PAINTED �( AND GROUTED WITH CEMENT. Q Q I� Type "C-L" Top 2. LADDER RUNGS SHALL BE PRO- j /1 OD ❑ DO� ( with Type A rote VIDEO IN CATCH BASIN WHERE O �J�% D PIPE, S SPECIFIED N.T.S. yP 9 8E EET.OF STRUCTURE EXCEEDS ❑ o ❑❑ ❑❑ 0 ❑ cTAF.In ADn ocun C17C AC DCAI IIDEn I 3, IN SANDY SOU S APPLY D.A.MP-- I� ��)V ❑ V PAVEMENT SECTION OR-JIMI4IJM\v ULIVV, .DILL na I\Lb(VIIALLI - - - - ^� PROOFING ON ALL FOUR WALLS. O nO O LANDSCAPING (SEE PLANS) I STANDARD WYE, SIZE AS REQUIRED I I 4. RED BRICK NOT TO BE USED. v U n I 2"X2" WOOD STAKE WITH L _J 5. WHERE PRECAST CONCRETE UNIT PLAN IS USED FOR SUMP THE TOP OF a-11/Yo(A. O 00 O 4"x4"x 1/4" �TEEL CAP g' THE UNIT SHALL BE AT LEAST BONOD� tro1Es F THE B I.D. + 2 f�l 1122' SMOOTH STEEL BARS PIPE OUTLET FROM 6" BELOW THE TTTHE OM OCATCH l 0 P % R2. 4'X8' OPENINGS 28. BASIN. A �(��\a EXISTING GRADE �- �� SPOT WELD R EACH JOINT - 6. WHERE MASONARY CONCRETE UNITS B O1tVVr ?f� WARNING TAPE - MIN. 12' ARE USED CORBELLING WILL BE 1 o O O O MAX. 24' ABOVE PIPE ----'" 6 PERMITTED. MAX. CORBEL TO BE 3". o� o o I I f 5.0' 7•5' I �I NO PROJECTIuN SHALL EXTEND IN- SIDE OF LIMITS. I 7. ADJUST FRAME ELEVATION r� o O c!TH BRICKS 6" TO 12"O APPROVED BACKFILL PLACED AND 3 MIN.2.0'60.08. PROVIDE MINIMUM 2'-0" OF O Ia Po -DEPTH T❑ INVERF COMPACTED IN 12' LAYERS SAND BLANKET TOP ,_,/2• O o 0 /J, o VARIES SEE PROFILES CDR AS OTHERWISE APPROVED) - - 4' TOPSOIL & SEED O -1f- O COVER OVER PIPE AT BELLS C/ NO STONE LARGER THAN 3' DETENTION BASIN OUTLET 9. PROVIDE 6" OF 3 4 TRAPROCK o WARNING TAPE 1 ' _ _ / " IN R �- 10. OP GRATE UNDER tSHALL BE SECURED UCTURE AT SE. 0 0 o MIN. SAND BEDDING PLACED AND °n = 12° 12' 2 'MIN °' a $ FINISH BIT, CONC. _ - TO FRAME. COMPACTED IN 6' LAYERS 24 ffiAX - NOT TO SCALE NO STONE LARGER THAN 1-1/2'. E a 23.7 �- ��y� „ �1 BIT. C❑NC. BINDER - - "0 .• .• / a ucr-r MATERIAL SHALL "-!Ln RN et�t q °1 h -------ROAD BASE 2. 1 1/2' ' I!-' ' 1 I D TILL I L.u. I , r1c.V J ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED wurou+c Iro1Fs I F I 7/1� I ' 1/g n 16' / a $ 3/4' . L 6'MTN. 000-00000000000 y z 60'-0" RIGHT OF WAY 1•-934'DIA '� ��` TYPE "K2" BIT. CURB A i-911i I-i/2 916' 3/4' �16' El of w w t1 sK 't � z z NOTES: '► ` K it rls/IA BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4" BROKEN TRAPROCK W W 30' 30 tj uj 4• nk 3/4' CRUSHED STONE BEDDING MATERIAL 1. FOR TRENCH REQUIREMENTS, w I IN ROCK EXCAVATION OR IN UNSUITABLE NOTES: I/' t5' 15'I`/' SECTION B-B SECTION A -A SEE TYPICAL TRENCH SECTIONS DETAIL & MATERIAL AS DIRECTED BY THE ENGINEER. SPECIFICATIONS. PROFILE 1. TACK COAT TO BE APPLIED fop t' CAST IRON FRAME CAST IRON COVER MATERIAL SHALL MEET D.O.T. M.02.1 F` 5" CONE. SIDEWALK PRI❑R TO CURB PLACEMENT AS a POINT OF _ NOTES: FOR 3/4' STONE. 2. PIPE SHALL BE LAID AT 2% SLOPE MIN. EXCEPT REQUIRED BY TOWN. (�xcFo4F3'v R'� / APPUCATION t2" SEE DETAIL (MIN.) / rip �fq 1/2" t' of GRADE SIT. CONCRETE CURB 1 2^ S FH { - 3/8' 1' 3 8" t. THE LOWER SURFACE OF THE COVER WHERE THIS IS IMPRACTICAL OR WHERE A HARDSHIP COATING TO BE APPLIED PER �,p�rF Aq• FY 0 THE FRD THE CORRESPONDING MEESPO OBE MACHINE SURFACE BACKFILL TO SPRINGLINE OF PIPE WOULD BE CREATED THEN PIPE MAY BE LAID TO A M 04.01.1d4, FORM 814 A FSFI JR 6' 0 FINISHED TO PROVIDE A SMOOTH FLAT 1./ITH ' ; 4' STONE uHEN USING GRADE OF NOT LESS THAN 1%. NO7 TO 11AI '� 4 TopsolL . SLED CONTACT OR FIT, WITHOUT ANY TENDENCY V BASE COURSE: G" PROCESSED STONE 2- BITUMINOUS CONCRETE CLASS II PDLYTHYLENE OR CPP PIPE TRAPROCK BASE J SURFACE COURSE (COMPACTED) AND FOR THE COVER TO ROCK OR RATTLE. (COMPACTED) H TYPICAL BUILDING SEWER MEET GRADATION MO5.01-t 2" BITUMINOUS CONCRETE CLASS I 4" TOPSOIL &. SEED I! 2. SANITARY SEWER MANHOLES SHALL BE NOT TO SCALE SUBBASE: 12" GRAVEL BINDER COURSE (COMPACTED) GRASS STRIP RESERVED FOR EQUIPPED WITH VENT HOLE IN CENTER. MEET GRADATION OF M2.06 GRADING B HYDRANTS, POLES, ECT. NOT TO SCALE NOT TO SCALE BITUMINOUS CONCRETE ' CAST IRON MANHOLE STORM DRAIN LIP CURB SECTION TYPICAL ROADWAY SECTION ALL MATERIALS ARE TO MEET CONN. D.O.T. FRAME AND COVER ETAIL N.T.S. SPECIFICATIONS FORM 814A AS AMENDED. 6 11 11 03 PER DEP COMMENTS GBS F- I� x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS (860) 291 -8755 PROPERTY SURVEY/SUBDIVISION: SHEET q, 0 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE tJ N 5 9/24/03 GENERAL REVISIONS MHA INFORMATION. ALL EXISTING UTILITIES SHOULD ■ � QC�oI��Qar1�i��ol�➢ v�v' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 8-4-03 revisions for final pions jos �si C South Windsor Technologies Center30 N ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 7/15/02 TOWN COMMENTS GBS °° a BY A LICENSED LAND SURVEYOR PRIOR TO 2 2-12-02 town comments RA �f es��onalsinc. �v�q CONSTRUCTION. 9 DESIGN.- RA DRAW.- RA CHECKED.- RPM c S L� LLUVA ` ��y AVENUE F 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 01-09-02 TOWN COMMENTS RA � i ✓08 NO.: 125J DA iE-• No vember 2001 a Tt�t� T+si� 1 IMPRESSION SEAL AND ORIGINAL SIGNATURE civil engineers planners urveyors 9 eSCw°tL1L7l��®�4s�uu.�J it OF THE PROFESSIONAL ENGINEER/SURVE'r:,,,. NO. DATE DESCRIPTION BY 165 south satellite road, south windsor, Connecticut 06074 DRAWING NO.: server/jobs,/"53/active/1253-38to40 v �,:. •.1.� .cC ... ... ... u . J.. .Il'4 iN RY Zf lt, • .1 T Y ! ...4 _f. t.l..t WZ J.1)! 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'_ . _:.... , j- 6" LOAM & SEED 2'-0" B=2'-O" FILTER FABRIC MIRAFI 140s OR EQUAL GRASS SWALE DETAIL not to scale EXCAVATED TRENCH WIDTH ////////�i a , 1 °.4, A. A .•-r ° b d d 4'-0" (MAX.) FULL TRENCH PLAN MEW SAND BLANKET (TYP.) AIA'nIr)AI fI AV (FRoM PIPE JoNT) 3/4" BROKEN TRAPROCK (TYP.) PIPE -SEE NOTE #3 FABRIC (SEE NOTE #4) PIPE 4A A 4 ° A \-NATURAL CLAY 3/4" BROKEN TRAPROCK (TYP.) TO TOP OF PIPE. PROFILE VIEW ♦ i nrrc. Iv V I w: 1. CLAY DRAINAGE STOPS TO BE LOCATED ON UPSTREAM SIDE OF MANHOLES, AND SPACED A MAXIMUM OF 1OD' +/- APART, OR AS DIRECTED BY THE TOWN ENGINEER, 2. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON BOTH SIDES OF TRENCH. 3. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND TO THE TOP OF ROCK. NATURAL CLAY DRAINAGE STOPS NOT TO SCALE BOTTOM OF EXCAVATED TRENCH NOTE#41 FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 05 TO 01 SEC-' AND AIDS OF 0.43 mm TO 0.22mm AND SHALL MEET AASHTO M288-96. DIMENSIONS DIA• A B C D E F 12` 4' 2'-U' 6'-U 3%8' 6`0 3/8 2'-U' I'-/ l5/16' F-0 1/4' 9' 15' _ 6' 2'-3'_ 3'-10, 6'-1' 2'-6' 2'-0 5/16' F-0 1/2' 11' 18, 9 2'-3' 3'-10' 6'-1' _ 3'-0' 2'-5' 1'-3 112' 1'-0' 24' 9 1/2' 3'-7 112' 2'-6' 6'-1 112' 4'-0' 2'-9 3/16'1'-4 13/16 F-6 112' P-2' Y-3' _30' 1'-0' 4'-6' 1'-7 3/4' 6'-1 3/4' 3'-1' 36' 1'-3' 5'-3' 2'-10 3/4 8'-1 3/4' _5'-0' 6'-0' _ 3'-11 13/16' 2'-0 5/16 Y-8' 42' 1'-9' 5'-3'_ 2'-11' 8'-2' 6'-6" 4'-5 7/8' 2'-_3_l/2' 1'-10' 48' 2'-0' 6'-0' 2'-2' _ 1 8'-2' 7'-0' 4'-81/2' 2'-4 1/2' Y-10' POUR Y X X R-2 R11�' I I'-6• F Y PLAN SECTION Y-Y C B f HggAkH7 ), DIA • I' O 4 , A BRED CONCRETE CUTOFF VALL OR PRE CAST SLAB. ANCHORED TO CULVERT END M END VIEW SECTION X-X NOTES, JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIGOT AS REQUIRED TO CONFORM TO PIPE. WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS. STRUCTURE SHALL BE PLACED ON EXISTING SUITABLE COMPACTED MATERIAL OR 12' GRAVEL BASE. CONCRETE CULVERT END NOT TO SCALE DIMENSIONS FOR ONE S=D+2 ENDWALL BASED ON D S H L BATTER B INS FT & INS FT & INS FT & INS INS & FT FT & INS 15' 1'-5' 4'-9' 5`-6' 2 1/2' V- 11 7/8 18, 1'-8' 5'-0' 6'-6' 2 1/2' 2'-0 1/2" 24' 2'-2' 5'-6' 8'-6' 2 1/2' 2'-1 3/4' 30' 2'-8° 6'-0' 10'-6" 2 1/2' 2'-3' 36' 3'-24' 6'-6' 12'-6' 3' 2'-7 1/2' 42' 3'-6° 7'-0° 14'-6' 3' 2'-9" 48' 4'-2' 7'-6" 16'-6' 3° 1 2'-10 1/2' 1,-4x S H B SIDE ELEVATION x ! 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Ii 00,00 v f LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE -�-- N �' INFORMATION. ALL EXISTING UTILITIES SHOULD 4 9/24/03 GENERAL REVISIONS MHA N A BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 8-4-03 revisions for final plans jas BY A LICENSED LAND SURVEYOR PRIOR TO 2 2-12-02 TOWN COMMENTS RA CONSTRUCTION. 1 01-09-02 town comments RA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DATE DESCRIPTION BY `.'a.s�u��r�•>�.xru.:+u�:�-arn-acmtr::�nmar*-'. -`*r�rm+srz:tArrer.>�.-nacr Ds;arnr�n�'..xvas„'surn-.^'.-:as,s:r:',�c: .. .. .,uw,are>�as�±.a::.,...•aa~ra,�zass:�e::a;rntrr+�e ENDWALL NOTES FRONT ELEVATION EXPOSED EDGES SHALL BE BEVELED 1' REINFORCEMENT SHALL HAVE 3' COVER STRUCTURES SHALL BE PLACED ON EXISTING SUITABLE COMPACTED MATERIAL OR 12' GRAVEL BASE. NOT TO SCALE CONCRETE STANDARD ENDWALL Preformed Scour Hole Type - I -- PIPE DIAMETER OR SPAN in _ 121 15 1 18 1 24 30 36 42 48 54 b0 5 10 13 i5 B 6 8 18 20 23 25 C d 6 8 9 12 15 18 21 24 Depends on riprap type SEE NOTE BELOW 2.0 2`6 3.0 4.0 5- 0 [-6.0 7.0 8.0 � n �• • c in ^)r IZ.O 0.5 0.625 0.75 1 1.25 ) .5 1.75 2 27 - 9.0 - 13.5 2.25 l 30 10.0 1?.0 2.5 2Sp 3J1V.J P P = 0.5 Sp ENDWALL CULVERT RP Ii ---- 6 a1 F I / . 1. �i.3 rn (1 Pt.) FOR REINFORCED ,'ONCRETE CULVERT END FINISHED GRADE BIT. CONC. TOP Solt, BASE ----. --- 1�TI WARNING TAt - MIN. 12' 1D� '-MAX. 24' ABOVE PIPE SUB BASE j SAND BACK FILL OR - APPROVED PREVIOUS MATERIAL FILTER FABRIC OVERLAP -(SEE NOTE > 1I o°oo°o 6' MIN. P.V.C. o°oa000000 °o°oo 0000°oo°oo°o° �'� Yo�000 "� o0000 ��--PEP.FORATED PIPE lu I HOLES DOWN MTNI,,� - --3/4' STONE NOTE: FILTER FABRIC SHALL BE NONWOVDI CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC-' AND AOS OF 0.43 Inn TO 0.22mm AND SHALL MEET AASHTO M288-96, COMBINATION UNDERDRAIN TEXTILE <SEPERATION) SHOULD FIELD DITION WARRANT SECTION A -A NOTE, FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC-' AND AOS OF A 0.43 rgr1 TO 0.22rn AND SHALL MEET AASHTO M288-96. -D ISO ror) (6 In.) GRANULAR FILL FOR MODIFIED/INTERMEDIATE RIPRAP AND 300 roan (12 in.) FOR STANDARD RIPRAP LEGEND p={MAX. INSIDE PIPE SPAN (NON -CIRCULAR SECTIONS) SINSIDE PIPE DIAMETER (CIRCULAR SECTIONS) GAX. INSIDE PIPE RISE (NON -CIRCULAR SECTIONS) Rp- SIDE PIPE DIAMETER (CIRCULAR SECTIONS> ),`300 rlln (12 In.) MODIFIED RIPRAP d= 450 <18 in.) INTERMEDIATE RIPRAP �ror, 900 roro (36 In.) STANDARD RIPRAP TYPE 1 F = 0.5 Rp TYPE 2 F = Rp C = 3Sp + 6F B= 2Sp+6F NOTE, USE MODIFIED RIPRAP AT ALL LOCTAIONS INDICATED ON THE PLANS EXCEPT AT THE OUTLET INTO THE DETENTION BASIN 2. USE INTERMEDIATE RIPRIP AT THIS LOCATION. _PREFORMED SCOUR HOLE TYPE 1 NOT TO SCALE NOTE: LINE BASIN SIDESLOPE WITH 12" CLAY AND 6" OF TOPSOIL ON THE OF BANCROFT BROOK SIDE OF THE BASIN GENERAL NOTES: 1. PROPERTY IS 1N ZONE C - AREA OF MINIMAL FLOODING AS PER FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 090036 0006B. 2. INLAND WETLANDS FIELD VERIFIED BY JOHN IANNI, SOIL SCIENTIST OF HIGHLAND SOILS, STORRS, CT. 3• CONTOURS ARE AT TWO FOOT INTERVALS UNLESS OTHERWISE NOTED. 4. ALL CONSTRUCTION TO CONFORM TO THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS. 5. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 6. EXISTING UTILITIES AS DEPICTED ON THE PLANS ARE TAKEN FROM THE AVAILABLE INFORMATION. THE CONTRACTOR SHALL HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455. 7. FIELD CHANGES SHALL HAVL PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND THE DESIGN ENGINEER. 8. ALL PROPOSED UTILITIES TO BE UNDERGROUND. 9. ALL BUILDINGS SHALL BE EQUIPPED WITH ROOF LEADERS AND SPLASH PADS. 10. MAXIMUM SLOPE OF CUT AND FILL AREAS TO BE 3:1( UNLESS NOTED OTHERWISE). ALL FILL MATERIAL IS TO BE CLEAN MATERIAL. 11. ALL STUMPS TO BE CHIPPED ON SITE. NO STUMPS ARE TO BE BURIED ONSITE. ALL OTHER VEGETATION TO BE CUT UP AND REMOVED FROM SITE OR CHIPPED ON SITE. 12. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 13. PRIOR TO INSTALLATION OF PAVEMENT BINDER COURSE, ALL BUILDING UTILITY LATERALS SHALL BE REQUIRED TO BE EXTENDED A MINIMUM OF 25 FEET INTO THE LOT. 14• SANITARY BUILDING LATERALS SHALL I PP A" PVr` WITH AAINRAI IAA CLnDr- rw 7 rnn DIRECTION OF BANCROFT BROOK 6" TOPSOIL \� 12" CLAY LINING XI TIN SOIL 2 NOT TO SCALE DETENTION BASIN LINING not to scale m (860) 291 -8755 : i d rofesseonals9 I k 1 )Os'gn civil engineers Planners surveyor- 1 65 south satellite road, south windsor, connecticut 06074 XI TIN CLAY LAYER (C� � J('' � `� I r` of\!\NJ� '(,�, I/��[y�ry{�� J��/� ��r�,'T6„" �rp�i�{�� ]}j�j�� ULE U [7 ULS � V ©Y S Llt1 UAL/ l�tl V Y U� DESIGN: RA I DRAWN.RA I CHECKED: RPM JOB No.: 1253 1 DA TE.- No vember 2001 DRAWING NO.: server/jobs/1253/active/1253-38to40 e PROPERTY SURVEY/SUBDIVISION: ' SHEET South Windwr Techuologie Center 3 9` U./ hell EVAN A �`I IEA �7 �V !Se 41 �3�.7'JI`IHI W1(ND30?,,,T tCONN EcCTRICU"T .�zsi'.�aRx�ssTr>R�T+a�r.T+rec.�rr.,� .,•�wrrrss-.za:s n.; l .g ,, .:a "� ^c�..FM-�'^Taa,+ m.^....z<ss,s,:'!�'.�'�'>•+r„nr.^rv+lR":?S=A�IF+rx .... _ . _ .- ..._, '* i u - sX WSII1.u'Y.A"Js,.,Yr6.JlNAs,Yta94"sa .Sq s..9tJ AI"I,JLeY. t '•e, 4`.•.S.t <,• ..• ,•,. .,..- ., ,.., r , .. ... •,.'W M � ,• ... .. ,.. ... ,.. .... _ ass., ~Yu.unnc.umba$e. /dwn,.w.aw.rl., t�w..,[c.suxsea/aicsrat�►s.wsa .�.arnrr°e/..ernatt.•>:'ta. . _ . v .Ms, /. ... ... _,.. _ -.. .. ..,_ - ...... ... _........ ... _ - - ..: . -..- .-_ .._.., ...,.,.-..,. .,..y,.,, t.,,,. _ -, �+..,...:. ... - . - - •• - .... 3e fa., .. .Y.i ,Y. 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'1Y,...�At. 17p1.tM1.Li..i,wt34..JaiiriQM,dnw..AV.. e'[S1.FsEc. d'L,!edl.G-o+7'6r, L V.m,. e,A<-. .3i ...0 6......... i12:�F14C^.G.�C.w+..JSS wY..b- 1£G^L.dOiTIIOn,it6�--.:�..s�U1�rC.L7A-'��'it.ua� .diiiBrJ�' .n.dr3uJitIFAtiJaLld it kWll4::71�i1S-eu,:2".4H•YJXiarrSJalua)f-+m.�,+ :_^..dL.vS�s:Sul.ii:Ii'.�.a?.Z^ir+.tL.u'i,:x.:il.�'m':'ii�:..sA.�:Y.:iYQ.'":etF]:iJfu.k^.'.Kfd24.:.air.'..U3!.T:...F,.;l��.:.Y:.3.::1iL 1'�l'..•%M.:Ya:k'i+rd^,:�::Y'['a.f.GE:tV�3S,UnL#:tlu1Td.1&::7.YXn`3'di :+.... .W.'T..{.-.Cv t.S9.'.I12 iaH7oi 4aLQi.'�� ALL SOILS TESTS PITS EXCAVATED ON 5-9-01 Observation pit STAT. 0+00 Observation pit 12 DETENTION POND SCUinlentation and Erosion C'0110•01 flan Pet•ntanent Maintenance and Operation: The foIlowlin maintenance operations will NOTES Depth Soils Description be required to ensure the (proper and efficient operation of the Storm Water System, and Depth Soils Description p 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL 0°-20° Topsoil 0"-16" " Topsoil 10YR2/1 Fine sand loam 1)etention�'Water Quality Basins. The maintenance schedule is intended to be a p Ap„ p y EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 20" -41' Very Compact Red Brown Sand 16" -+ "B'sand 10YR 44 (Hole Collapsing) Narrative: I atn'e. mtniimlm gtltde, and additional inspections and maintenance measures tray be rCClUtt'CCl 2. HAY BALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36" 41' -68" Light Brown sandigravel follovving large storm events that could cause the deposition of excess debris ill the WOODEN STAKES PER BALE. 68"+ Gray Clay Depth to Ledge Notes: Installed monitoring well Introduction: The site is located on the south side of Sullivan AveiluC. PatFiu 111'0,..i ,Ind syslctn 3. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. Depth to Water28" 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES Sch�a�cir Road in South Windsor, Connecticut, and contains a total r,i'`?,0 .�\eves I tic :;itc Depth to Ledge Notes: Depth to Mottling 17" is bordered by the railroad on the west, Bancroft Brook and the Gerber pro Crl� tWu lilt �' SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL ,aS MAINTENANCE. ANY Depth to Water60" } } Pipe Outlet locations: The pipe outlets and associated riprap shall be inspected PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN Depth to Mottling 20" Observation pit 13 DETENTION POND east, and the KF Brick property on the south. The site is PI-Csenth unde\ eloped. Portions annually and cleaned of silt creed or debris. `f'llc riprap steal} be rc-shaped and AGENCY. oi'thc site have been termed in the past. There are two areas of ��clland5 on !hc sit ; 5. ANTI -TRACKING APRONS TO BE INSPECTED REGULARLY TO INSURE PROPER OPERATION WITH STONE TO BE ADDED p replenished -as required. TO OR REPLACED AS REQUIRED CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS Observation pit 2 STAT. 3 + 00 Depth Soils Description REQUIRED. 0"-17" "A" TopsoilIOYR2/1 6. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER " „ Proposed Development: The proposed development Oft site includes fire U,,nsiruClu0i1 t:atch Basins: "1'11e catch Basins within each lot shall be inspected ailuually. The Depth Soils Description 17" -29 B Sand 10YR44 (Mottled) POSSIBLE. 0"-15' Topsoil 29' -+ "C"Sand 10YR5/1 of i,500 Ices of subdivision roadvv/ay to Seri/ice a 38 lot industrial stthdirision �� Dart of sumps shall be cleaned when the depth of material within the sumps reaches 1'. 7. AREAS TO Et LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH 15" -34" Red Brown very compact sand the initial construction of the roadways, approximately 1 1 .0 acres of land will bC OR SEEDED WITH PERENNIAL R I E GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE P' ACE, 34' .+ Light Brown sand Damp Depth to Ledge Notes: disturbed. `}'leis will include the construction of the roadways, detention tvisins. and Pavement Sweeping: The parking lots within each lot shall be swept at a 8. SDDLLOBELir1S EROSION DURINGLCONSTRUCTONES C� UDIEEMEDNG MNEOCESSARYRARY CAVATED SEDIMENTATION STRUCTURES Depth to Water 29" Depth to Ledge Notes: Depth to Mottling 17" mitigation areas. While there is no proposed phasing of the project, the local apprll�<II nlininium of twice per year. Once in the spring shortly after the end ofthe snov� OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. Depth to Water 40' 9 requires that the detention basins are to be stabilized pricer to aiiv discharge into thciii season, and once in the fall after the leaves have fallen. 9. HAY BALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. Depth to Mottling 32" 10. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. Observation pit 14 Wherefore, the detention basins will need to be constructed first and c}tlicicl� steelier-:cc1 11. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. Observation pit STAT.6+00 prior to significant work on the roadways. The detention basins account fiat 2. ti aGl'e, of Basin Spillway: The stone spillway shall be inspected twice yearly. All large 12. TEMPORARY SOIL STOCKPILES SHALL PE REMOVED FROM A LOT PRIOR TO A BUILDING PERMIT BEING ISSUED. Depth Soils Description the disturbance. The basins will be excavated and stabilized permanently as part of the woody gro«'th that may affect the flow of water or the stability of the spillway 13. CONSTRUCTII:�N Of DETENTION BASINS TO BE INSPECTED BY A REPRESENTATIVE OF THE DESIGN ENGINEER. Depth Soils Description 0"-17" "Ap°Topsoil 10YR211 Fine sandy foam initial construction. The mitigation areas which account for approximatel\ 2.() alcrc,; of shall be removed. The spillway shall also be inspected after any flow passes INSPECTION SHALL INCLUDE CHECKING ELEVATIONS TO ENSURE COMPLIANCE WITH THE PLANS. 0" -13' Topsoil 17" -34" "B" Sand 10YR 4/6 (Mottled) 13" -26" Moderately compact light brown sand 34" -+ 'C" Sand 10YR6/1 (Mottled) the impact will also be graded and stabilized permanently when the work is clone I litre through it. The riprap shall be re -arranged and added to as required to maintain 26' -+ Gray Sand (Moist) will be some temporary stabilization required during the roadway cLtilsti-Ll'ctil 11, iholt(_'h the design as per the design plans. CONSTRUCTION SEQUENCE Depth to Ledge Notes: this will depend upon the actual progress of the road construction. 'Fhe situ n ill i)c Depth to Ledge Notes: Depth to Water 36" sei-N iced by public sanitary sewer and water. As part of the proposed subdi\ isiorl For additional information on the inland wetlands and mitigation plan, see also Depth to Water 32" Depth toMottling 17" develo incnt two wetlands crossings will need to be made. The tt o wetland crossinIs Wetlands Report dated 12-17-01 prepared by Connecticut FC0S Stems LLC. 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE DEVELOPER SHALL HAVE A PRECONSTRUCTION Depth to Mottling 27" P SMEETING WITH THE TOWN OF SOUTH WINDSOR STAFF. Observation pit 15 STAT.14 + 00 are in the vicinity of the existing ends of 1 atria Road and Schw cir Load, and arc V� �ir D ROADWAY DISTURBANCE SHALL BE STAKED OUT BY THE SURVEYOR(S) 2. THE LIMITS OF CLEARING AND AND SHALL BE Observation pit4 DETENTION POND unavoidable. The project has been approved by the South rldsor inland Wetlands Agency, INSPECTED BY TOWN STAFF PRIOR RIOR TO CUTTING OF ANY TREES. Depth Soils Description and the South Windsor Planning and Zoning O11111115Sto11. The pr0JGCt Will 3. INSTALL ANTI -TRACKING APRON AT SCHWEIR & PATRiA ROADS AS DEPICTED ON THE PLANS. THE CONTRACTOR Depth Soils Description 0" -11" "A" Topsoil 10YR 2/1 Fine sandy loam 0°-15, 'A"Topsoil10YR211 „ „ The Storm drainage system proposed fbr the development includes the iristallalitln of recluire Army Corp approval and CT DEP approval due to the extent of xvetland SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 11" -40" "B"sand 10YR 4/6 (mottled) 15' -36' "B"Sand 10YR514 (Mottles) 40" -+ "C"sand 10YR412 mottled storm -sewers within the proposed roadways, vegetated drainage s��ales, a piper} sLt'rnl impacts proposed. In addition, the project will deed a Stormwater permit for 4. INSTALL ALL PERIMETER EROSION CONTROL MEASURES AS DEPICTED ON THE PLANS. 36" -62" 'Cl" Sand 10YR 511 (Mottles) ( ) drainage system, and 2 water quality/Detention basins. construction activities from the CT DT;P. 5. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD. 62'-+ 'C2'Clay GLEY#141N Depth Ledge Notes: 6. CONSTRUCT THE DETENTION BASINS AS DEPICTED ON THE PLANS AND STABILIZE IMMEDIATELY. THE BASINS P 9 MUST BE COMPLETELY STABILIZED BEFORE OUTLET IS CONSTRUCTED OR STORM WATER IS ALLOWED TO ENTER. Depth to Ledge Notes: Depth to Water 40" For additional details on the storm drainage design, sec the Storlinvater N-1anagcnlefit The maintenance of the permanent measures within the road R-O-W will be the ALL SEDIMENT COLLECTED IS TO BE PERIODICALLY REMOVED FROM THE BASIN BOTTOMS DURING CONSTRUCTION Depth Depth to Mottling 20" I'eS orlsibility of the "fovv/n of South Windsor Public Works lle �azlinent Once fete TO ENSURE PROPER FUNCTIONING. p Plan. p f 7. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS SHOWN Depth to Mottling 15" road is accepted by the town. The maintenance of`the detention basins will be tilt Observation pit 16 DETENTION POND ON THE PLANS. WETLAND MATERIALS SHALL BE STOCKPILED SEPARATELY. RING SOIL STOCKPILES WITH SILT FENCE Observationpit5 STAT.9+00 The major erosion control concern Clin the project is for the protection of flee \,,ctlands oil responsibility of the property owners of the lots that the basins are located on once IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. Depth Soils Description site and the Bancroft Brook from sediment loads. Due to the 2.eneral llat naturC ot•thc the lots are sold. lentil the lots are sold, and the road is accepted by the town, the REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. Depth Soils Description 0"-12" Topsoil site. (else tin the viciinity of Bancroft Brook), erosion control fencing is e> lecti d to hC maintenance IS the responsibility of Dave Caron. I)m e Caron �� ill also be 8. EXCAVATE AREAS FOR TEMPORARY SILTATION BASIN(S) WITHIN PUMPING DISTANCE FROM PROPOSED SANITARY TRENCHES. 0"-13" "A" Topsoil 10Y R2/1 12" -42" Red brown sand (mottled) P } res onsible for curer enc r Situations. BASINS MUST BE SIZED TO PROVIDE 10 HOUR MIN. RETENTION TIME FOR PUMP DISCHARGE. 13"-30" 'B"Sand 10YR514 (Mottles) 42" -84" Gray sand (mottled) sufflcient to protect the wetlands from construction activities. In order ice protect p g 9. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE WITHIN R.O.W. AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE 30" -78" 'C1"Coarse Sand 10YR511(Mottles) 84" _+ Gray Clay Bancroll Brook from sediment loads 1i'oni the site, the detention basins \\ ill he. used as PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT 62" -+ 'C2"Silty Clay GLEY#1 41N sediment basins duriil constriction. The site will also be stabilized as c uicid" ;1� IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF g } DISTURBED AREAS. 1 Depth to Ledge Notes: feasible dur7ng the construction process. 10. CUT AND FILL- ROADWAY AREAS TO SUBGRADE ELEVATIONS AND STABILIZE SLOPED AREAS WITH HAY MULCH OR Depth to Ledge Notes: Depth to Ledge Notes: BY HYDROSEED. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED Depth to tDepth to Water 42' AS CONSTRUCTION PROGRESSES. Depth to Mottling ing13" Depth to Mottling31" The planned start date for construction is the beginning ofs})ring 20l) i. 11. INSTALL SANITARY SEWER, WATER MAIN, AND STORM DRAINAGE. PROTECT TOP OF CATCH BASINS WITH 1. Set posts and 2. Staple the wire HAY BALES AS DEPICTED AND INSTALL RIP -RAP AT OUTLET STRUCTURES AS SHOWN. Observation pit DETENTION POND Observation pit 17 DETENTION POND The planned completion date for construction of the roadways and detent io n tulsin:; i, excavate a 6"x6" mesh fencing to 12. INSTALL UNDERGROUND ELECTRIC CONDUIT AND ANY OTHER UTILITIES. BUILDING CONSTRUCTION MAY BEGIN upslope from posts. the end of the post. DURING THIS TIME. Fall 20U5. Angle posts Wire Depth Soils Description 5• upslope POST 13. PREPARE SUBGRADE FOR PAVING, SIDEWALKS AND CURBING AND PREPARE DISTURBED AREAS FOR Depth Sails Description for stability Fencing 0"-16" Topsoil y LOAMING AND SEEDING. 0" -11" 'A° Topsoil 10YR 2/1 Fine sandy loam and self- 16" -40' Red Brown sand cleaning. O 14. PLACE PAVEMENT, CURBING, AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING 40" -50' Gray sand 11" -46" "B" sand 10YR5/6 (mottled) 9 S SCHEDULE. SITE LANDSCAPING MAY BEGIN AT THIS TIME. 46" -96" 'C' sand 10YR 6/1 (mottled) 50" + Gray silty Clay 96" -+ GrayClay ,- -- Y 1 _ I I-1 I I `11=11I=111-I Depth to Ledge Notes: vlaintenance and Operation-Erosion/Sedimentation 0)ntrol Systellrs: %ail eXiCnsi� c -III-I I Il _III-IIIM I n . Uiia I III-III-IIIYI�L- Depth to Water 50" Depth to Ledge Notes: �- I=1 I I-�_ 1-III' erosion. sedimentation control plan has been developed as part Of`thc Subdl� INIMl deSIL1n.'= Depth to Mottling 36' Depth to Water 46 g, Depth to Mottling 42' "These measures include the following SEEDING SCHEDULE P STAT. 1. Installation of silt fence down -slope of disturbed areas, 3. Attach filter fabric to ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF Observation it 7 p 4. Backrill the trench Observation pit 18 DETENTION POND the wire fencing 2. Installation of silt fence around stockpiled materials. g and extend TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE 1 and campoct the Depth Soils Descri Lion it into the trench. excavated soil. RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 P P 3. Installation of silt fence around tatter basins. 0" -15° "A" Topsoil 10YR 2/1 fine sandy Loam Depth Solis Description Filter OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW 0"-24" 'A°Topsoil10YR211 Fine sandy loam 4. Use of the Detention/water quality basins during construction as SUdlillelit LYtsins. Fabric RELEASE NITROGEN MAY BE USED FOR TOP DRESSING. APPLY GROUND LIMESTONE (EQUIVALENT 15 "-23" 'B1" Sand 10YR 5/4 TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 24" -36" "B* sand 10YR5/6 (mottled) 5. Seeding and mulchiung disturbed areas as soon is practical during e:o ,troctit111. POUNDS PER 1000 SO. FT. 23' -37" 'B2" Sand 10YR 612 (Mottles) 36" -108" 'Cl'sand 10YR 6/1 (mottled) Compacted 37°+ 'C"Sand 10YR 5/1 (Mottles) 109' + "C2"Silty Clay GLEY#1 41 N 6. Limiting the areas of disturbance during construction. Backfill PERMANENT VEGETATION COVER 7. Installation of construction entrance pads, and sNveeping of road\\ li\-. a, nccdcii. _ _- _ ..... _, rtr�-=-T1 Depth to Ledge Notes: ;`: `I=1)1=I I (=III -III- SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 Depth to Water59" Depth to Ledge Notes: S. Maintenance of the above measures. -II - I I I I=11I_I I I- -III- I III-III=11I.I I I- _ _-� USE THE FOLLOWING MIXTURE: Depth to Mottling 23' Many coarse & Prominent (Mottles 10YR5/6) Depth to Water NONE RECORDED = I -I I I { I I=1 { I I �f I I KENTUCKY BLUEGRASS 45% Depth to Mottling 24" The Maintenance schedule and requirements for the measures al'C listed t)Lo%\ . lThe III CREEPING RED FESCUE 45% q PERENNIAL RYE GRASS 10% Observation pit STAT. 9+50 requirements stated are a summary of the requirements per- the Stale Ero.mwi C'unlrol APPLY 1 POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED Observation piti9 STAT. 17 10 Manual. The contractor will be required to meet all requirements of'the Stitte INIal)lial. {CONSTRUCTION OF SYNTHETIC FILTER BARRIER AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. Depth Soil s Description NOTE: WiTHIN UPLAND WETLAND REVIEW AREAS, SEED MIX TO BE SUPPLEMENTED WITH 20% WHITE 0"-14" 'WTopsoil 10YR2/1fine sandy loam Depth Soils Description N.T.S. CLOVER BY VOLUME. "-12" Topsoil Fine sand 14"-25" "B" Sand 10YR 516 (mottled) 0p Y loam Silt Pence: Inspect a minimum of once per weck and within 24 hours ofthc end ul a TEMPORARY VEGETATIVE COVER 25"+ 'C"Sand 10YR6/1(Mottled) 12" -32" Red brown sand little silts storm with a rainfall amount of0.5" or greater to determine maintenance deeds. `'hell 22" -43" light brown fine sand 37' -126' Gray sand no silts SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 used for dewatering operations, inspect frequently before. durim) and after pullipril,: ANNUAL RYE GRASS 100% STRAW BALE APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH Depth to Ledge Notes operations. Remove the sediment deposits when sediment reaches appro�llnatcl\ ()Ill 1. EXCAVATE A TRENCH 4' Depth to Ledge Notes: DEEP AND THE SNDTH OF A 11I II 2. PLACE AND STAKE STRAW AT 2 TONS PER ACRE. Depth to `Nater 36" Depth to Water38' half of height of the existing fence. Replace or repair the fence within 24 ' ., ors o 1 STRAW BALE' II BALES. TWO STAKES PER BALE. Depth to Mottling 24" 1' 1 's DETENTION BASIN VEGETATION Depth to Mottling 14 observed failure. tq I 14 t } BINDING WIRE OR TWNE SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 Observation pit 20 STAT.19+90 CoONCE THE DETENTION BASIN HAS BEEN GRADED TO THE DESIRED DEPTH AND SIZE, IT Observation pit9 STAT.6+00 nstrueI. Entrance: Maintain the entrance in a co n lv'htch 1� t11 pre t; cnt tracnlg STAKE SHALL BE LINED WITH A MINIMUM OF 12" OF TOPSOIL. UPSLOPE AREAS OF THE BASIN SHALL Depth Soils Description and vvashiteg of sediment onto awed surfaces. Provide Gr'10d1C to dt'essnla �� lth BE PLANTED WITH PERMANENT VEGETATIVE COVER AS DETAILED ABOVE AND LANDSCAPED Depth Soils Description 0" -12" Topsoil Fine sandy loam p p ' } - ACCORDING TO THE LANDSCAPE PLAN. 0"-9" Topsoil 12" -26" red brown sand (mottled) additional stone. Add additional length if required. Immediately rcnu)Nc reel ,cJinlciit a PACKED STRAW 9"-34" Red Braver Sand 26" -114" Gray sand (mottled) spilled, dropped, washed or tracked onto paved surfaces. Roads adjacent tt, the slie shall SEEDING RATE: 1LB/3,000 S.F., SHALL BE THE "2000 WETLAND SEED MIX% AS MANUFACTURED a BY BLACKLEDGE RIVER NURSERY 155 JERRY DANIELS ROAD MARLBOROUGH CT 06447 34" -108" Gray Sand Depth to Ledge Depth to Water 34' Depth to Moiling 30" Observation pit 10 Depth Soils Description 0"-10" Topsoil 10' -24" Red Brown Sand 24" -+ Gray Sand Depth to Ledge Depth to Water 32" Depth to Mottling 18" Observation pi, 11 Notes: installed monitoring well STAT. 3 + 00 Notes: Installed monitoring well STAT. 0 + 20 Depth Soils Description 0" -18" Topsoil 18" -36" Red Brown Sand 36" -+ Dark Blue Gray Sand (Hole Collapsing) Depth to Ledge: Notes: Installed monitoring well Dept}i t0 wearer 30" Depth to Mottling 24" o u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY t 00 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 REAPS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. Depth to Ledge Depth to Water 30" Depth to Mottling 16" Observation pit 21 Depth Soils Description 0" -12" "A" Topsoil 10YR 211 Fine sandy loam 12" -29" "B" sand 10YR 414 (mottled) 29" -+ 'C" sand 10YR 611 (mottled) Depth to Ledge Depth to Wat er 45" Depth to Mottling 12" REVISI 4 9/24/03 GENERAL REVISIONS MHA 1 3 8-4-03 revisions for final plans jos 2 2-12-02 town comments RA 1 01-09-02 town comments RA NO. I DATE DESCRIPTION BY Notes: WETLANDS Notes: Installed monitoring well (water depth 5/10/01 12") be left clean at the end of each day. Temporary Sediment Basin: Inspect the temporary sediment basin at least once a %,, cc}: and within 24 hours of the end of a storm with a raiinfall amount of 0.5 inch ()r greater to determine condition in the basin. Clean the sediment basin of'secliinents \%heft sedirllent accumulation exceeds one half of the wet storage capacit,,ofthe basin or «hen the depth of available pool is reduced to 18 inches, whichever is achieved first. Sedinl,:nt r k shall be marked within the sediment storage areas by stakes or other means ,hov,irig the threshold elevations for sedinent cleanout. Prior to removal of sediment. dev%,,tter ha,in avoiding discharge of sediment into any watercourse. Dispose of' sediment iT\ sprcadln`(y in an area outside of wetlands and upland review areas. Place silt fence around the Spread sediment, and seed. Flow -x. Storm Sewer Structure Note: Bindings shall not come In coniuct with the ground. -low NLth two 2%2"x:,, n each bale. HAY BALE INSTALLATION AT CATCH BASINS N. T. S. sx�r^:osJeexva'!Arat'a awves:ar�em!S;e"xuratnsmc',s+rF.'c�7Fr'�:�asu.+/cnsxn::x:t;iu..�.•.^t*s.s:,erpy<,.uam'fll'1:xrr' PLAN VIEW COMPACTED BACKFILL 4. BACKFILL AND COMPACT 3. WEDGE LOOSE STRAW THE EXCAVATED SOIL AS BETWEEN BALES TO CREATE }tl III \ ILt ]it SHOWN ON THE UPHILL SIDE A CONTINUOUS BARRIER. 1 l IS \ ]l!3 t VOF EN7NFIBARRIER TO PRE- :;. CIS } li►i I t ii��II�11I�11 M IiAllil �Y II��i1111111iI I(��II'Ii411iI 111 � l ii1111 � 11 BOTTOM OF DRAINAGE WAY r PLAN VIEW B-�- `\�\ ll�i/ihf I iII +IIi A / ILi 111L�1 I i 11► I I'!i}� � i , t�t1 B A _ii� -tl- � u U NOTE: (� u ELEVATION AT POINT A SHOULD BE HIGHER THAN ELEVATION AT POINT B. CROSS SECTION BAI -ED HAY OR STRAW INSTALLATION N.T.S. ® (860) 291-8755 i3esign CFrof esslonals,, Inc. e civil engineers . planners surveyors 165 south satellite road, south V.'in '- ; TELEPHONE (860) 295-1022, OR APPROVED EQUAL. BOTTOM OF BASIN SHALL INCLUDE A 30% ORGANIC SOIL AMENDMENT BY VOLUME. STABILIZE WITH HAY MULCH OR JUTE NETTING. RESPONSIBLE PERSON(S) FOR IMPLEMENTATION OF SEDIMENTATION AND EROSION CONTROL DURING CONSTRUCTION; David A. Caron 312 DEMING STREET P.O. BOX 1149 SOUTH WINDSOR, CONNECTiCUT 06074-1149 TEL. (860) 644-2197 EARTH OR STONE ANCHOR PILE Cd GRATE FILTER FABRIC % FILTER �"' SUBGRADE SUBGRADE FABRIC #�� \- CB TOP NOTE: REMOVE CB " ` "' GRATE. PLACE FILTER FABRIC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC ANCHOR W/STONE OR EARTH PILE. CATCH BASIN GRATE SEDIMENTATION CONTROL N.T.S. �DETAILS (E�`;�SI'�N CnNT�',nL1 DEYGN.• RA i DRA WN.• RA I CHECKED: RPM I inQ Arn . r)A A/., ,h 71)nl VVV /YV.. /LVv ! [Oi'1/L. /YVYIi/1 //l ti/ LVV! I &RAWNG NO.: server/jobs/1253/active/1253-38to40 v' I I 6" CT D.O.T. 2" STONE TO BE PLACED Z r OVER FILTER FABRIC MATERIAL 7 SEE SEDIMENT AND EROSION 'R I I SHEET FOR PAVEMENT WIDTHS E_GE OF PAVEMENT THRU STREET ANTI --TRACKING APRON N.T.S. PROPERTY SURVEY/SUBDIViSION: South Windsor "Technologies Center SULLUVAN AVENUE SOUTH WR,MSOR-f, CONNECTUCUT sar3vei..,..r+:may,�.�.y�tera�c:�*�w�r'aet7+'�s�'Rt, c�:ac�as•�;a�.s:'.:.�e+�a�:awe=n7t+:t�tx^�tr,'2�Ct^.^•a+izx'. SHEET 401/ � - 1 1 , l � NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 1 2. AREA OF THE PARCEL IS 3,490,887 S.F. = 80.13 AC 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER I FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 090036 0006B. ' 4. HORIZONTAL DATUM BASED ON NAD'83: VERTICAL DATUM BASED ON NAVD'29. 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. ■ ' MAP REFERENCES: 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) SOUTH WINDSOR, CONN. SCALE 1"=100'. DATE: MAY 1967 BY CLOSE, JENSEN & MILLER - MAP NO. 527-8. 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK. NEW HAVEN AND HARTFORD RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1"-100' DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR - SCALE 1"=40' - MAY 1970 WILLIAM J CARRINGTON,REG L.S. 561B. 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, , SOUTH WINDSOR, SCALE: 1"=40' APRIL 1966, C.D. JAY ASSOCIATES. 511A 5. PLOT PLAN - PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY f SULLIVAN AVENUE, SOUTH WINDSOR, CT. DATE: 1-27--86 REV. TO 2-7-86 SCALE 1" = 100', SHEET SD-2 BY FUSS & O'NEILL 16669. LEGEND ® IRON PIN TO BE SET • EXISTING IRON PIN o MONUMENT TO BE SET ■ EXISTING MONUMENT e EXISTING UTILITY POLE PROPOSED UTILITY POLE _ EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE m s EXISTING SANITARY MANHOLE AND PIPE —C�-- PROPOSED SANITARY MANHOLE AND PIPE PROPOSED WATER MAIN AND HYDRANT ® DUMPSTER PAD —R.L.— ROOF LEADER — S — SANITARY LATERAL — w — WATER LATERAL --a38--- EXISTING CONTOUR PROPOSED CONTOUR X6L95 EXISTING SPOT GRADE ® PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION — - - — REGULATED AREA INLAND WETLANDS 11 — — — -� SILT FENCE. • CONSTRUCTION LIMIT SOILS G55� 5 16� u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE F' VERIFIED PRIOR TO CONSTRUCTION. °i 2. ALL U IILITIES 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. REVISIO NO. I DA TE I DESCRIPTION I BY 1 I "F� N /F WH LLC R 0 �rzrn� 5 CJ P ►�' /1594 r LOO 7 M i LOT ak / I � I - � �•� �� ,. a.�rr �� r .ter," 01 i i G-�APHIC SCALE Robert C. Schechinger, Jr. ASLA n andoc ps P, dan L!� l�?J l�;' tr' 40 0 20 40 80 10 Front Street, The Turbine House Landscape Architect P.O. Box 246, Collinsville, CT 06022 Master Planning ( IN FEET) Telephone: (860) 693 - 1025 Urban Design DESIGN: Rai DRA wN RA CHECKED: RPM 1 inch = 40 ft. Facsimilie: (860) 693' - 4832 Construction Admitustration , IoB NO.: 7253 DATE.- November 2001. DRAWING ND.: 10B ` 125J \ 1253—,9 ff. DWG L=17 6 o — Tan=..45 rn f 0 5Q 35 45 ' PROPERTY SURVEY/SUBDIVISION SHEET South Windsor Technologies Center L I SULLUVAN AVENUE SOUTH H W SiN11 SOR9 CO NIECTHC lV 11 L r j TCH.LIJANW 'RE T--Ll- 4--j4-- j ff IL It L.l._ • • ` CZ ' ` 11 — 7� 1� __ -_ - __ - -- - -- -- -- <11 c 1 � �l �• \ /L=17 I Tan .45 S6 07'30"E �35'45" 1 66'AV ` -- N68'85.97 22'02"W 15 t 00 �'lili'®�� - �� 1 f a — • r i ,„� ? — -- -- -- ----- --i o + 1 7 } f� LEGEND n �?� Q� 4n�� I i ! � � ,' ( t�- t I 0 IRON PIN TO BE SET • EXISTING IRON PIN ell, / 1 G ' f'C 11 +• 7.6 s I 0 MONUMENT TO BE SET i ' ® I ■ EXISTING MONUMENT #i D ♦/ i , ' j ' III I - i I1 - - - -- — EXISTING UTILITY POLE • �, / 1• / j J .�` i — �— PROPOSED UTILITY POLE =n_ = EXISTING CATCH BASIN AND PIPE ' �� ' �• j . . l .____ __ __ ^J y-- - - --' r- PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE `, t • 1 �` _ _ _ _ _ _ _ - - "' / r = � = EXISTING SANITARY MANHOLE AND PIPE t t - �t ` _ _ _ _^r —_ _--__. _ `• r —L�--- PROPOSED SANITARY MANHOLE AND PIPE PROPOSED WATER MAIN AND HYDRANT r t LSO0 O DUMPSTER PAD t li LOO 7 �� —R.L— ROOF LEADER n — S— SANITARY LATERAL t � t II W — WATER LATERAL t I EXISTING CONTOUR PROPOSED CONTOUR 1J� t x6L95 EXISTING SPOT GRADE [dal PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION REGULATED AREA t 1 , jI 1 /•+,,,., INLAND WETLANDS , t\ �•�J S I �. _,.•. _... — _ _ �� -_`` i��11.. � ......_ _,.... SILT FENCE t CONSTRUCTION LIMIT '. �iG tr ♦ o ; / t SOILS got me 7 Jill ♦ — — — — — — — — — — .- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — t, t t — — — — — — — — — — / e 1P. co)_ �. LOT, MU� I I I�� U .UV� r , , \ , L(Q) n L07 �1�3 � LOT �1� LOU- `i.1 Oil t till ,t ,� ►li � � ` t i t t 5 i , \ !� Iit t / I I \ ` — 78"— y / \�� ` \ NOTES: I �t t t t ( A, I tt tt �\ 1. All MONUMENTATION FOUND OR SET IS DEPICTED HEREON. `\� 2. AREA OF THE PARCEL IS 3,490,887 S.F. = 80.13 AC 3. PROPERTY IS IN ZONE C — AREA OF MINIMAL FLOODING AS PER FIJ PANEL 6 OFt It t COMMUNITY ' y t ty t tt t � I 1 I I I I I 1 I ,\\ /'\ 4. HORIZONTAL DATUM BASED ONNAD'83;EVERTICAL DATUML NUMBER 3BASED ON NAVD'29. t , t t , I , s I t t — I !4 ! \� 5. CURVE — AS DEPICTED — IS BASED ON THE ARC DEFINITION. It �! ' MAP REFERENCES: I t I 1 I r X E 7. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) SOUTH WINDSOR, CONN. SCALE 1"-1G0', DATE: MAY 1967 BY CLOSE, JENSEN & MILLER — MAP NO. 527—B. 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD t t t t - `� I / RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO S \ , _ STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1"=100' ... • 1 "' """''" " �` . T / i .`... ..•. ..L--- A — — •.. •.... .. r \ �,.r "`" "' DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. /�/ 3 SCALE 1"INDUSTRIAL—MAY 1970 WILLIAM J ARRINGTON,REG L.SO561B. t � ` r 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, t I ��v / / ' SOUTH WINDSOR, SCALE: 1"=40' APRIL 1966, C.D. JAY ASSOCIATES. 511A t / \// \\ \\ . \ 5. PLOT PLAN — PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY it I t t t ` ' v / \ SULLIVAN AVENUE, SOUTH WINDSOR, CT. DATE: 1-27-86 REV. TO is t 2-7-86 SCALE 1' = 100', SHEET SD-2 BY FUSS & O'NEILL 16668. ' 19+97.5 \` 4 / 15I 00 a NP �� -- -_- =68.24 , s 19+00 grime l �� 6• / Tart=34.37 \ ` - o-o tt 17 100 .-► / /\\ \- 16'Sg'55" \ \ 1\ it O Sig If l ,it tt t I - �' 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS s PROPERTY SURVEY/SUBDIVISION SHEET N _ Y�nheyt i ,chpchinoer Jr. ASI A i 4 ��t��'4 (q, �� rl�•' ADC oACC*� AVAILABLE GRAPHIC SCALE ki In C�lj[(N�� C�.1 . " � , LOVAIIV,VJ AJ JfIV YYIV, HI\L UI�JI-V VIA � �� - rn w'A INFORMATION. ALL EXISTING UTILITIES SHOULD - - BE FIELD VERIFIED PRIOR TO CONSTRUCTION. a0 0__ 20 40 _ �t0 10 From Street, The Turbine Douse Landscape Architect South Winchor Technologies Center L3 o 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD -� --I BY A LICENSED LAND SURVEYOR PRIOR TO ' P.O. Box 246 Collinsville, CT 06022 Master Planning �C, ' b DESIGN. RA DRAP - /:% CHECKED: RP�rf S �1 LLR �Y AN AVENUE ( IN FEET) Telephone: (860) 693 - 1025 Urban Design V b v �J CONSTRUCTION. 1 inch = 40 ft. JUQ NO.." 125,3 TL /I ier 2001 ' 3. THIS PLAN IS INVALID UNLESS IT BEARS THE Facsimilie: (8fi0) 693 - 4832 Construction Adznizustration ' IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY DRAWING NO.: JOB 1253,153—Riff. DGc�G ��®�9®Il�`Ir'�IC�:l�'I� . ..a. re... +a.r._.... ....-,,._.,.r,r. '• R!-,-"'•+.-s ..--..-" _ -'tu', . '.9 ...,._.,.t.... ., _. _.__.. -_�.. _.. -.__ _—____-_a_.__ —_ .., __1_.-.-._—__`'__-.. _.._ ..-_._ ..4:w i3i1}..�.:..__..._.... _........... .... _-_ _ .. -. ___ _. _.1 ...._-. -... ___.. PbD U 4 P ' DRAINAGE1 EASEMENT / IN FAVOR OF' TO 0- �TFJ WINDSOR, QU I o o + ( f \ 1 -1 CID\ �� I \ i / \ i N73' i 1'40'S Vol .d IN FAVOR OF TOWN A ��b/ �g AINAGE ,.. - ' OF 04 L=1 6 AINAGE EAS A j O ✓ , , Ta .45 Sg „E N FAVOR OFT N ' x - nn A 35'45" 10 OF SOUTH WINDS=170.00 �� , ' - g\�11 - , �r _ / / L=34.6 7f y `_ --�.� ' ,--� ;' OTHER LAND OF . ... . lit SPERRY WOOD W Ak 1 N68'22'02"15+00 l®x� a 14+0 13+00 _ 12+0�` '�` 00 / `� ��• / /' r / V 1 �� 85.97 ----� , �. i A R T IN E R S N 1 P S P B R �? o . \ / + — , ` '>' + CD area 2,135,814 sq ft C!3 21. 49.03± Ac. A!N G XSEMENT �E- N I1, FA O F TOWN F S DSORLOa k n�T� LOT *23 L I C NSERVATION Erf°SEME,11 1 /ITV FAVOR 0 TO N LEGEND , SOUTH WINDSOR ,� IRON PIN TO BE SET o i f ,,4� ,' • EXISTING IRON PIN / / o MONUMENT TO BE SET EXISTING MONUMENT / P0LE PROPOSED UTILITY POLE EXIS TING U t1Li 1 i /' =F2)= = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE �' I \ I // , •r r' / "� `"��"`� �'G'GG4'?�IG�SG� PROPOSED STORM MANHOLE PC - 11+ 7.6 r' �' �' `, } i Z. EXISTING SANITARY MANHOLE AND PIPE PROPOSED SANITARY MANHOLE AND PIPE A PROPOSED WATER MAIN AND HYDRANT +-- --- -- -- -- -- N68.21'27"W`� r _+N68°21'2'7''WJ__ DUMPSTER PAD G. .r L. - I —R. — SANITARY LATERAL W — WAT'-'? LATERAL \ / — " —338- EXISTING CONTOUR PROPOSED CONTOUR ,. x6L95 EXISTING SPOT GRADE 0= PROPOSED SPOT GRADE � SURFACE DRAINAGE FLOW DIRECTION - -- REGULATED AREA INLAND WETLANDS SILT FENCE CONSTRUCTION LIMIT SOILS ,,,�■ /. o �\,•ems" �"°'�r 51 ,,r� /, , - - - - �� ...... .. I f1l � ** i** I Z/ I ( /- It I / NOTES:. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. r r t - - - % � - - � � � � . y„� � ` � - `^ � / \; ' , j , ; r/ , � , � \ / j / Z. AREA OF IHt PARCEL IS 3.490.887 S.F. = 80.13 AC 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER l / / FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 090036 0006B. 4. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. \ _� ��' 1 / ` ` ' / / 1.APART OFESTATEOF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) CONSERVATIC� EAS�M `._ _ � _ � - '�.`�-- - - - -- - - " " / '' � _ SOUTH WINDSOR, CONN. SCALE 1"=100', DATE: MAY 1967 BY CLOSE, JENSEN & IN FAVOR OF .+TOWN �Q� - , -� \, � /' � r _ / , / MILLER - MAP NO. 527-8. J `\ SOUTH WINDSOR ��` —��` 2. RIGHT OF WAY AND TRACK. MAP, THE NEW YORK, NEW HAVEN AND HARTFORD • \ �� " �� ,' , RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1"=100' DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR - .\ SCALE 1"=40' - MAY 1970 WILLIAM J CARRINGTON,REG L.S. 561B. 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, % SOUTH WINDSOR, SCALE: 1-=40' APRIL 1966, C.D. JAY ASSOCIATES. 511A 5. 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 SD-2 BY FUSS & O'NULL 1666B. H 9 V IAW L? .r �.r.r. .�..�r ..w ..... ..•.�.�ww .w. �� 'r.r.�r.�w. .w.• .._ �..r.....r._ ..+. w. w..��. ,��.� T' , .f.•/ .r_ r � �G�. ®�.., �. .,.�.u..�..m,..� .� w w .r,• ...�+or.�..... � .e. u 34.37 'S9 55 O / PROPERTY SURVEY/SUBDIVISION �j(-(EE�' Man ter Center If A / DESIGN: RA DFsAWN. f?A Ci-IECKED: RPM SULLUVAN AVIENUIS cLaairustration ✓OB NO.: 1253 DATE. November 2001 DRAWING NO.: JOB `1253�1253—Riff.DWG SOUTH WUNIt➢SOR, CO VAVIECT UC`WT L 6 Tw • t I ff r �b, D4 �i 19+97.6 \ - / 18+00 \, 19+00 t / , 1 ' i I LOT MIS t t { 7" I �1 � I I It 1 \------ - - - - -~ 1 t 9?---�_' i7+ L07 V w 61 I ! eh , LINAGE & UTILITIE �$ EMENT IN FAVOR V SOUTH 1NINDSOR J, I LOT 0M 1 r, 1 , i { 1 , -- -- -- - - 1 u o ' I / 1. — 4 \ tea! *\ Tan=34.37 I - - 0 , ® , >,L i CONSERVATION EASEMENT \ iN FAVOR OF TOWN OF �• r SOUTH- WINDSOR , 1p (0)p N SPACTE ' , l y • \ •7� � � ' , 1 ' �1 7 � , •; v / � / r r, , r k� • , , CO ,: a ° �� ,�• a f^ >`� � �. � 1 •1 ®� (b• , t / t S60'03'n�» , 20.69 03'0 _ 1, / J E 1 i i1 6 1 �. / , 20.6 1 1 A ' SEMENT ~'� 1• F TOWN` f �' WINDSOf� 4 I 40 z It I QM P AN Y IN � y , G I Ll it I r r\r or\i�,n x o ^' 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 GRAPHIC SCAM 40 0 20 40 80 ( IN ��) 1 inch = 40 ft. Robert C. Schechinger, Jr. AS,r x = tt t •1�t`i y� 7 10 Front Street, The Turbine HouL e Landscape Ar P.O. $obi 246, Collinsville, CT 06022 Master Plann Telephone: (860) 693 -•1025 Urban Design Facsirnilie: (860) 693 - 4832 Construction F _ NO. DATE DESCRIPTION 8Y Landsc apo Man DESIGN: RA DRAWN.• RA C Yz CA'ED: RPM. xg No.: 1253 DATE.• November 2001 )RAVING NO.: JOB II 1253 � 1253—Bift. DWG NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. AREA OF THE PARCEL IS 3,490,887 S.F. = 80.13 AC 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER FIRM PANEL 6 OF 9 - COMMUNITY PANEL NUMBER 090036 00068. 4. HORIZONTAL DATUM BASED ON NAO'83; VERTICAL DATUM BASED ON NAVD'29. 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. MAP REFERENCES: 1. PART OF ESTATE OF ELLSWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) SOUTH WINDSOR, CONN. SCALE 1'=100', DATE: MAY 1967 BY CLOSE, JENSEN & MILLER - MAP NO. 527•-B. 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO STATION 1214t40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE 1'=100' DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON. MASS. 3. PATRIA INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR - SCALE 1'-40' - MAY 1970 WILLIAM J CARRINGTON,REG L.S. 5618. 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, SOUTH WINDSOR, SCALE: 1'=40' APRIL 1966, C.D. JAY ASSOCIATES. 511A 5. 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 SD-2 BY FUSS & O'NEILL 1666B. LEGEND 0 IRON PIN TO BE SET • EXISTING IRON PIN 0 MONUMENT TO BE SET ■ EXISTING MONUMENT e EXISTING UTILITY POLE PROPOSED UTILITY POLE _ =E0= = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE _ = EXISTING SANITARY MANHOLE AND PIPE —•—SO-- PROPOSED SANITARY MANHOLE AND PIPE ao PROPOSED WATER MAIN AND HYDRANT ® DUMPSTER PAD —R.L.— ROOF LEADER — S — SANITARY LATERAL — W — WATER LATERAL --a38-- EXISTING CONTOUR ---E324— PROPOSED CONTOUR x61,95 EXISTING SPOT GRADE IM PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW UIRECTION — — — --- REGULATED AREA —a INLAND WETLANDS SILT FENCE CONSTRUCTION LIMIT SOILS PROPERTY SURVEY/SUBDIVISION SHEET South Windsor Technologies Center L 5 S t LlloUVAN AVENUE