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01-24P_STRAWBERRY FIELDS ADULT CONDOMINIUM SITE PLAN SPECIAL EXCEPTION_SULLIVAN AVENUE
A d El 4.� U i Strawberry SULLe VAiN\ AV prepared by: esign rofessionals, Inc. Civil Engineers • Planners • Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 no U no A H 0 a UIRAIFIF PLANNING • ENGINEERING • DESIGN 270 Amity Road Woodbridge, CT 06525 (203) 397-3600 FAX (203) 397-3642 ce �, J ., i 5 �1 if KI al i"1,� `.� "►' r**r yh. l�+' S,, .� f e; , � 4' C^ i ...•.•1 ••, �~ /ram �"� to THEsf 2/N'NIVISS °�,E THE PROPERTY OF VE516N PROFE551ONAL5, INC AND HAVE BEEN 541"F_IFICAI^I-Y FOR THE ONMER/APPLICANT FOR THIS PRO-ECT. THEY ARE NOT St JSEV FOR ANY OTHHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR •---ROpLk--Ep IN ANY MANNER WITHOUT THE EXPRE55 Y RITTEN PERM1551ON OF DE516N .ZOFESSIONAL5 INC 4E5E PLANS ARE INVALID UNLE55 THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THf: PROFE55IONoNL ENGINEER OR SURVEYOR SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-3008-20 OF THE ATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF ;TICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND GJRV£YORS INC. THIS PLAN WAS COMPILED OTHER MAPS . RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMrnON IT IS NOT TO BE CONSTRUED AS G BEEN OBTAINED AS THE RESULT ,OF A FIELD SURVEY, AND IS SUBJECT f^ SUCH CHANGE AS AN ACCURATE SURVEY MAY DISCLOSE. (H (77STF M:fXNO;LEDC �'ANt1 BELIEF, THIS MAP IS SUBSTANTIALLY (-(-* -T AS NOTED HEREON. - - — — 12882 r:HARD P MARTEL UC. No. Sot ENGII .aim ]Fie lds Condominium SITE PLAN SPECIAL EXCEPTION PLANDAMIMCS Landscape Architects • Development Consulting Planning 6 Zoning Consulting 136 Simsbury Road Avon, CT 06001 (860) 677-5267 Fax: (860) 674-2693 40 rr�� 0 zoo n01e e1VVA RIANTr0 GI0LITT0 WESTON 11�1 1� n�l ARCHITECTS LLC 500 Plaza Middlesex Middletown, CT 06457 Tel 860.344.9332 Fax 860 347.4075 bga®connix.com CONNEC ll UCU11 ECOSYSTEMS, EMS, 1L1LC Wetland 6 Environmental Consultants 38 Westland Avenue West Hartford, CT 06107 Tel 6 Fax (860) 561-8598 ``�,•4'''F,p� y ppp`� £�9f<c � ,sue°� �e?� "I's ., trj � � R!E• "„� yCr o- �o F• 40 POND RO �I •1 r/! //_ yp00 � ` � •c h v .t e N MILLER V BERME ROAD o CHRt LSE o o VE� D 5•�,f.Q MARK HAZELDRIVE ET OSEM ARYOAD / YTI L-IC�i ASH R „�,/ t4 J SITE O ° k/ �' STREET o rnrrrq � � jH QN9�Y BRICKYARD ) AYERS ROAD IrkPOW l 19a N 'D ✓;� Sin; ii iwn�uppp`��''''''`�� OPEN SPACE ( (IAITCHELL ,PROPERTY) J 'WMDEYERE �O .wLtPrC RJM COURT (Pvt) h� cglcRnrOvVe { K. o STRONG eoAo Z o FiF � pY � �� �° e� Cot �(•i .Q Z �� 00 SS o ROM t (T^ SAND i 4 ILL ��� 1 HERITAGE �,• • , I N/ 74 SHADBUSH Y/A (PERBt) \19VW � BAKER LANE ti��y ARI p (P�) �yPP} s I GOAIM ROAD �• s.._ DESIGN PROFESSIONALS, INC LOCATION PLAN _ NOT TO SCALE Z USE: SENIOR CONDOMINIUM ZONE: MF-AA y ITEM REQUIRED/'ALLOWED (MF) i PROVIDED Lot Area 15 ac. rain. 15.55t ac./16.03t ac.*** Lot Width (Contiguous) 200 ft. min. 473t ft. Lot Depth 200 ft. min. 1,085 ft. Lot Coverage 30% max. 13.3% Coverage 60% max. 26.6% IImpervious Building Height 35 ft. (2 stories) 32t ft. (2 Story) Front Yard 75 ft. 76.7 ft./101.7 ft.* Rear Yard 25 ft. 272.2 ft./297.2 ft.* Side Yard 25 ft. 25.7 ft./50.7 ft.* Buffer 25 ft. 25 ft, Unit Size / Townhouse 1,150 sq. ft. min. 2,133t/2,154f sq. ft. Unit Size / Ranch 1,150 sq. ft. min. 1,826t sq. ft. Parking 88 spaces required 88** 9, * YARDS: FIRST NUMBER REPRESENTS YARD, SECOND NUMBER REPRESENTS YARD AND BUFFER TO CLOSEST POINT ON A BUILDING FROM PARCEL PERIMETER. EXISTING SINGLE --FAMILY RESIDENCE TO BE PRESERVED, WITH F.Y. SETBACK OF 28.6' AND S.Y. SETBACK OF 55±' ** PARKING PROVIDED: 48 RANCH GARAGE SPACES, 19 TOWNHOUSE GARAGE SPACES AND 19 OUTDOOR SPACES (INCLUDING 1 HANDICAPPED), ADDITIONAL 47 SPACES PROVIDED IN DRIVEWAYS (0 20' PER SPACE), AND 2 SPACES FOR EXISTING HOUSE AT 11135 SULLIVAN AVENUE. *** 0.48 ACRES OF 16.03 ACRES IS OWNED BY THE TOWN OF SOUTH WINDSOR (PROPOSED FOR ACCESS AND UTILITIES VIA EASEMENT) GROSS ACREAGE: 15.55 ac.-FLOOD PLAIN (0 ac.)-UTILITY EASEMENT (0.119 ac.)-SLOPE �15% (0.006 ac.)-DETENTION AREAS (0 ac.;l-WETLANDS (3.33 ac.), OR _12.-101_ac. OF GROSS ACREAGE. ALLOWABLE DENSITY: 12.10 AC. OF GROSS ACREAGE x 4.5 UNITS/ACRE = 54.45 ALLOWABLE UNITS: 44 PROPOSED (3.64 UNITS/GROSS ACRE). (INCLUDES 1 EXISTING HOUSE). ovFRAi I nvNSITY- 15.55 AC. OR 2.83 UNITS/ACRE. OPEN SPACE/RECREATION PROPOSED: 1) 40.6f ACRES OF OPEN SPACE FOR BIRD WATCHING/HIKING/CONSERVATION, TO BE DEEDED TO TOWN OF SnLITH VuIiNDSnR• 2) 0.32 ACRES OF RECREATION LAND AT COMMUNITY HALL ON MF-AA SITE. 3) 4.16 ACRES OF RECREATION LAND FOR HIKING/BIRD WATCHING/ CONSERVATION ON MF-AA SITE. 4) SITE IS ALSO ADJACENT TO TOWN -OWNED 75 ACRE PARK (MITCHELL nnr\nr nrv\ rrc�rtrcll� UNIT SIZE: RANCH: 1 ,826t SQ. FT. (24 UNITS) WITH 2 CAR GARAGE TOWNHOUSE: 2,133t SQ. FT. TO 2,154t SQ. FT. (19 UNITS) WITH 1 CAR GARAGE NOTE: UNIT SIZES EXCLUDE OPTIONAL_ SUNROOM AND OPTIONAL WALK -OUT FINISHED BASEMENT (SUNROOM AND WALK -OUT BASEMENT NOT AVAILABLE WITH ALL UNITS). UNIT MIX: APPLICANT PROPOSES NO EFFICIENCIES, NOR ANY 1 BEDROOM UNITS. ALL I IMITC DPnDn(ZCr) WITLJ Z DEnDnn\IC nD 7 DEnDnnuC Akin CT11nV V 1,1,✓ 1 \vl vJLV ill[ J ULUI\%a%j1 -2, I./Il C. UL UI\VVM..] NIVU JIVU1. SHEET INDEX _ 1 COVER SHEET/LOCATION PLAN/ % � T ;,stV, I ZONING & DATA BLOCKS S�z 2 ICFY #AAP 3 EXISTING USES 4 BOUNDARY SURVEY 0 00011UMM T SUR VC T PAL' ULLS A—U OWNER #2 (PARCEL 100-38) 6 BOUNDARY SURVEY PARCEL A ALBINA LATA, MARION GEGETSKAS, 7 PLOT PLAN LUDWIG SAVITSKY & ROYCE SAVITSKY 7A APPROVAL LETTERS 1 641 KING STREET R TnPnr-.P APH1r PI ANI ENFIELD, CT 06082 "" `'",,'" ' ", ' `""" TEL. (860) 623-7393 AN 9 UTILITY PLAN .k APPLICANT OWNER #1 (PARCEL 88-2) 10 EROSION CONTROL PLAN ©�corot" CI II { I\/Atvl Tr'l\A/t�l l-I(IA�I�C I I (� ►A A nII \i►I li A-r� 1�1 nl AA1 /[7m11C11 C �T�A•ltt7r�r7V i AAIf- .c-,.sEkt, JlJL—I—I vr--%IV I \jvT 1 1 1\.JIVIL--d, L-.I-.�.. MAI-�ILT IN I\A I L 1 I II r-LMlV/rHVrILC- — J IM1AYVDr-MR T L/A1Vr- �At c/o LEONARD JACOBS Es �' / a• c/o LEONARD JACOBS, Esq. OWNER#3 (PARCEL 81 —1 12 PLAN/PROFILE - DZEN WAY *�� 146 MAIN STREET, PO BOX 470 146 MAIN STREET, PO BOX 470 TOWN OF SOUTH WINDSOR 13--15 DETAIL SHEETS° • ,s MANCHESTER, CONNECTICUT 06040 MANCHESTER, CONNECTICUT 06040 + _ SULLIVANF=•��. 1540 SULLIVAN AVENUE 16 f WIDENING PLAN .SULLIVAN AVENUE I /!s�✓n I 1 r TEL. (860) 646-0121 TEL. (860) 646-0121 SOUTH WINDSOR, CT 17 PUMP STATION PLAN REv o0TR , FAX. (860) 64�—�229 FAX. 860 645-6229 ( ) ( ) TEL. 860 64A--651 1 —13 LANDSCAPE PLANS REV: JULY I'7, 201 • ENGINEr� Pl'. pjNG Ak DAi'E: DUNE 6, 2G Al' ►2�4 ARCHITECTURAL PLANS SHEET 1 4-1 .. , Jobs\1280\I''805P\f2b0_la.dwg t JF 1 BAYSAVER STANDARD DETAIL SHEET DPI P*ROJ 0 12t SOUTH MMn' sdr EtrlGii�� �stNG phi: A P A A 4 E7 P �7 A A El A • T 7 A mAP LOT NIF ABUTTER LIST MAP LOT NIF ABUTTER LIST 88 I 1540 SULLIVAN AVENUE SOUTH WINDSOR, TOWN OF 99 1 201 WEST ROAD PUD£L£R, K£NNET// J. & ANDREA L. 3 1123 SULLIVAN AVENUE MESSNER, JACOU£LIN£ 2 395 BUCKLAND ROAD A F ASSOC/AYES 4 11 SHARON DRIVE GO/ANGOS, ✓OHN ✓R & CIA UDIA A. 10 165 WEST ROAD KRIVICKAS, ALBERT D. 5 1177 SULLIVAN AV£NU£ DODD, LORRAINC M. 11 165 WEST ROAD KRIVICKAS, ALBERT D. 6 1209 SULLIVAN AVENUE MITCHELL, ✓OHN J. 12 175 WEST ROAD WILLIAMS, ARTHUR D. 89 1 1118 SULLIVAN AVENUE DONAHUE. THERESE M Ij 185 WEST ROAD P/ACENT/NI, CRAIG £. & LORI L. 2 1118 SULLIVAN AVENUE DONAHUE, THERESE A41 100 34 1050 SULLIVAN AVENUE SEGAL, DANIEL M. & PATTI L. 3 1118 SULLIVAN AVENUE DONAHUE, THERESE M. 35 189 WEST CENTER STREET BLANCHARD & ROSSETTO ENTERPRISES 4 1118 SULLIVAN AVENUE DONAHUE, THERESE M. MANCHESTER CT. 0604036 5 SULLIVAN AVENUE DEACKOFF, W. 507 TWIN CIRCLE ROAD B£RKOW/TZ, JEROM£ J. 6 20 HILLSDALE ROAD SCEERY, KURT RR. 37 99 EAST CENTER STREET. SOUTH WINDSOR DEVELOPMENT CO. 7 28 HILLSDALE ROAD . D£M/NG, RAYMOND MANCHESTER CT. 0604039 8 254 SANDHILL ROAD CHO, JIMMY C & KYUNG JA 47 TROY ROAD S£DAR, MARY J. 9 254 SANOHlLL ROAD CHO, JIMMY C &KYUNG JA 40 855 SULLIVAN AVENUE TARTSIN/S, MICHAEL 41 8 MCCULLOCH DRIVE TARTSIN/S MICHAEL 28 26 POND LANE COLLINS HILL i & I/ CONDOM/NIMIUM SOMERS CT. 06071 29 11 A/OUNTA/NVIEW ROAD SCHW£IR, EILEEN D. 42 845 SULLIVAN AVENUE DUN✓EN ENTERPRISES LLC 30 21 HILLSDALE ROAD KOZIK, MICHAEL 111 35 467 CEDAR RIDGE DRIVE BALIS, DEMETRIOS 31 18 TRAVIS AVENUE MARTIN, FAITH C. GLASTONBURY Cr, 06033 MONTROSE NY. 10548 101 67 1540 SULLIVAN AVENUE SOUTH WINDSOR, TOWN OF 32 1156 SULLIVAN AVENUE /ACOVELLI, MICHAEL D. 68 6 GRAHAM ROAD STRONG, HAZEL C. 33 1148 SULLIVAN AVENUE BELLODY, NILA R. 69 14 GRAHAM ROAD COLON, EPIFANIO & MARIA 34 1142 SULLIVAN AVENUE NIEVES, EDUARDO ✓R & AUDR£Y 70 36 GRAHAM ROAD CUTLER, JOHN K. IDA 35 11_T6 .41//I /VeN AVFA11ir GLYAW 111ccDu all io o_ vw ✓v.lL, ,r m. JR. a nn/rMITINC L. 36 1118 SULLIVAN AVENUE HILLSDALE WATER CO-OP NLESS OTHERWISE NOTED, EXISTING UTILITY r �QCA nONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALI. UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVAUD UNLESS IT SEARS THE IMPRESSION SEAL- AW ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 3 10/01/01 2 06/06,/01 1 05/31/01 NO. DATE REVISIONS PER TOWN COMMENTS NEW SUBMISSION NEW SUBMISSION DESCRIPTION PARCEL B-1 OPEN SPACE (TO BE DEEDED TO TOWN O� SOUTH WINDSOR) NOTES: 1. PARCELS A- I & A- 2 TO BE uOMBINED INTO A NEW PARCEL A. (CONDOMINIUM SITE) 2. PARCELS B-1 & B-2 TO BE ;-_'.0MBINED INTO A NEW PARCEL B. (OPEN SPACE/CONSERVATION) 3. PARCFI S R-1 R-? C - - 1 ANIr) I^-? T(1 RP- nFFn:n TO T(I �A/NI UL_ L'LL VLU 1 lJ I UVVIN nE_ cnl IT[ I IA11A Ir\r-/-1 rl f nf"i nr r-.\' `` ,,\\ LJr )Uu I r1 VVIINLJzLJm r- Ur< UII- LIN JFFAUt. TOTAL DEEDED PUBLIC1 OPEN SPACE = 40.6+ ACRES THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3006-1 THRU 20--3008-20 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 GRAPHIC SCALE FROM OTHER MAPS RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION IT IS NOT TO BE CONSTRUED AS .100 0 100 200 400 HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE BEE FIELD SURVEY MAY DISCLOSE MHA TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON I IN FEET ) MHA - 12882 1 inch - 2'00 it 8Y RICHARD P MARTEL LIC No. � nIN\.. LLJ H—Ior, N—/_= 15.55t ACRES) 4, , • 0 0 • • • � 8t3 3 PARCEL A-1 / ��"� 89_5 8-- HILLSDALE ROAD • t= �. W8�-35 j w 89- 3-.5 Q h- z -y-33 D 0 a-- - 89 89-32 Z L�� Q 89-31 s z N r 88-5 0 esign IKEV HWp Orofessionals,, inc, DESIGN. _ RAWN VHA CHECKED -r -. Civil Engineers • Planners • Surveyors • CIS JOB NO.: 1280 _ DATE '1 ?fUl U� sow' windsor-orinecticut 060%4 DRAWING NO.: fobs 11280 � 1.280SP ` 7180_-o. dwo COMPI( ATION PLAN PpFPARED r,-,P STRA WBERR Y FIELDS O ULI V 6 lei A V 6 1] V E V O IE COMMERCIAL_ MAP LOT NIF ABUTTER LIST LEGEND AREA OF REQUESTED CHANGE OF ZONE TO MF-AA (APPLICATION PENDING) AWA 1017W aov or stowcr zo wrr' ct"mw 88 1 1540 SULLIVAN AVENUE SOUTH WINDSOR, TOWN OF 767,767t sq. ft. SOUTH WINDSOR Cr. 2 146 AWN STREET, PO BOX 470 KATZ, M XYN 20,435t sq. f} (F ONT) MANCHESTER Cr 06040 2 146 AWN STREET, PO BOX 470 KATZ, MARILYN 129, 819E sq. ft. (REAR) MANCHESTSR Cr 06040 3 1123 SULLIVAN AVENUE MESSN£R, JACOUELINE 2,7451 sq. h SOUTH WINDSOR Cr 4 11 SHARON DRIVE GO/ANGOS, JOHN ✓R & CLAU01A A. 10,5491 sq. ft. SOUTH W/NOSOR CT. 5 1177 SULLIVAN AVENUE DOOD, LORRAINE M. 20,256t sq. ft. SOUTH WINDSOR Cr 6 1209 SULLIVAN AVENUE MITCH£L4 JOHN J. 7,360t sq. ft. SOUTH WINDSOR, Cr. 89 1 1118 SULUYAN AVENUE DONAHUE, THERES£ M, 15,945t sq. H. SOUTH WINDSOR Cr. 2 1118 SULLIVAN AVENUE DONAHUE, THERESE M. 16, 667t sq. ft. WINDSOR, Cr 08109 3 1118 SULLIVAN AVENUE DONAHUE, THERESE M. 16,954t sq. ft. SOUTH WINDSOR CT. 4 1118 SULLIVAN AVENUE DONAHUE, THERESE M. 17,518.t sq. ft. SOUTH WINDSOR CT. 5 1124 SULLIVAN AVENUE DEACKOFF, NANCY W, 17,716E sq. ft. SOUTH WINDSOR Cr. 6 20 HILLSDALE ROAD SCEERY, KURT R. 25,995E sq. ft. SOUTH WINOSOR CT. 7 28 HILL&WLE ROAD DEMING, RAYMOND 23,555E sq. ft. SOUTH WINDSOR Cr 8 254 SANDHILL ROAD CHO, JIMMY C & KYUNG JA 16,161 t sq. N. SOUTH WINDSOR Cr. 9 254 SANDH/LL ROAD CHO, JIMMY C 8; KYUNG JA 17,382.t sq. ft. SOUTTII WINDSOR Cr 28 SULLIVAN AVENUE COLUNS HILL I & If CONDOMINIUM 88,214E sq. ft. SOUTH WINDSOR Cr. 29 11 MOUNTA/NV/EW ROAD SCHWEIR, EILEEN D. 33, 046t sq. ft. SOUTH WINDSOR CT. 30 21 HILLSDALE ROAD KOZ/K, MICHAEt 35,961.* sq. ft. SOUTY WINDSOR Cr. 31 18 T QAVIS AVENUE MARTIN, FAITH C. 20,434t sq. ft. MONTROISE NY. 10548 32 1158 SULLIVAN AVENUE /ACOV£LU, MICHAEL D. 20,484E sq. ft. SOUTH W#MSOR Cr. 33 1148 SULLIVAN AVENUE SELLODY, NILA R. 17,138t sq. ft. SOUTH WINDSOR Cr. 34 1142 SULLIVAN AVENUE NIEVES, EDUARDO JR & AUDREY 16,933t sq. ft. SOUTN wmwSOR Cr. 35 1136 SIKUYAN AVENUE GLYNN, JOSEPH M. JR. & KATHER/NE L 15,945t sq. ft. SOUTY WNVMR Cr 36 1118 SUUJYAN AVENUE HILLSDALE WATER CO—OP 880t sq. ft. SOUTH WINDSOR CT. 100 34 1050 SULLIVAN AVENUE SEGAL, DAN/EL M. & PATTI L 80,17" sq. ft. SOUTH WINDSOR Cr. 35 189 WEST CENTER STREET BLANCHARD & ROSSE770 ENTERPRISES 39,804E sq. ft. MANCHESTER Cr. OW40 36 507 TWIN CIRCLE DRIVE BERKOWITZ, JEROM£ J. 12,949t sq. ft. SOUIN WINDSOR CT. 37 99 EAST CENTER STREET SOUTH WINDSOR DEVELOPMENT CO. 420,130E sq. ft. MANCHESTER CT. 06040 38 1641 KING STREET LATA ALBIAK GEGETSKAS MARION, 206,286E sq. ft. (REAR) ENPIELD CT. 06082 SAVITSKY LUDWIG a SAVITSKY ROMAr 101 67 1540 SULUYAN AVENUE SOUTH WINDSOR, TOWN OF 29,445t sq. ft. SOUTH WINDSOR CT. 68 6 GRAA M ROAD STRONG, HAZEL C. 36,149.t sq. ft. SOUTY W#WSOR Cr. 69 14 GRAHAM A10AD COLON, EPIFAN/O & MARIA 34, 934t sq. ft. SOUTH OWDSOR CT. 70 36 GRAHAM ROAD CUTL' ER, JOHN K. IDA 45,130t sq. ft. SOUTH WINOSOR CT. >'OrAL 'WA WnWv w l (ALL P,arszs) 2,280,865t sq. h: • AREA COMPUTATIONS BASED ON SOUTH WINDSOR ASSESSOR MAPS. SNOpp��C CENTER 100- 38 (REAR) OTHER LAND OF ALBINA LATA, MARION GEGETSKAS, 111F)WIC, SAVITSKY Ar ROYCF SAVITSKY 88-2 (REAR) OTHER LAND OF MARILYN KATZ APPLICANT SULLIVAN TOWN HOMES, L.L.C. c/o LEONARD JACOBS, ESQ. 146 MAIN STREET P.O. BOX 470 MANCHESTER, CT 06040 TEL. (860) 646-0121 FAV (.grn1 I "/♦ lVl/lJ j V-T.; V4- GJ 100- 36 100-- 37 COMMERCIAL ZONE GC ZONE RR r „ 1ihi SI TE 15.55E ac. RESIDENTIAL 8 p, - SI TF ZONE RR ACCESS Rr UTILITIES EASEMENT FROM TOWN OF SOUTH WINDSOR IN FAVOR OF SULLIVAN TOWN HOME, I L . C. EASEMENT- AREA = 20,918 S.F. (0.48 AC,.')' OPEN SPACE (MI T(_,HEI I.- PROPERTY) (-)WNER #1 (PARCEL 88-2) MAPILYN KATZ LEONARD JACOBS, ESQ. 14f`1 MAIN STREET p U. BOX 470 MANCHE _)TER, CT 06040 TEL. (860) 646-0121 FAY (RFO) F,45--FI?7q OWNER #2 (PARCEL 100-387--- ALBINA LATA, MARION GEGETSKAS, LUDWIG SAVITSKY & ROYCE QAVITSK1r' 1641 KING STREET ENFIELD, CT 06082 TEL (860) 623— 7393 100-35 VACANT 1 r..u...u...u■.,r COMMERCIAL lftT...rml "wilaftill 88F--7 D 88-4 0 (if N � I Q Z �> w Co Z 'zf N O r1 N ZONE A-20 „_ EXISTING FARM STAND RESIDENTIAL 88-5 COMMERCIAL 101— 70 - w z Q RESIDENTIAL 0 0 N Q RESIDENTIAL Z F, q Q CD RESIDENTIAL. E8 VACANT 89-1 VACANT 89-2 I Q o VACANT N 89-3 SOUTH WINDSOR HIGH SCHOOL TENNIS � COURTS 89-9 RESIDENTIAI —f= - - 89 -- 8 RESIDEN TI A[ RESIE) NTIAL 89-6 ❑ 89-4 RESIDENTIAL 89.- J 89-5 L___/ �7 RESIDENTIAL w HILLSDA LE ROAD z 89 -- 36 w C;189-35 RESIDENTIAL 1 8 z Q 89 - 34 9-30 > RESIDENTIAL RESIDENTIAL -� _WIDEN TI AL - : 59-33 RESIDENTIA fl 89 - . 1 9 - 3 2 RESIDENTIAL 89 31 RESIDENTIAL C17-KIlnn nrrinrnlr,I. JCIVIVI� I�CJIUCIVI.,C DEVELOPME-N189_ . 0 N I w0 ° Q `` LEI oN Q COLLINS CR OSSI N 0 89— 28 SENIOR RE SIF-)F-NCE r, r-- \ r r- I F-, k e r r, I -r L)L V L L �_� I-r IVI L. IN Q 0 _w Q z D 0 a 1 UNLESS OTHERWISE: NOTED, EXISTING UTILITY REVISIONS --- THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20- 3008-1 rHkU 20-3008- [0 OF THE �e `;': t�MPILATION p AN PREPARED FOR �_ f , -- -- —' r LOCATIONS AS SHOWN. ARE BASED ON AVAILABLE - - --"-- - --'--- -- REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF = INFORMATION. ALL EXISTING UTILITIES SHOULD __ ___.______ __._-_ __ —___ __ CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC THIS PLAN WAS (,OMPILED GRAPHIC SCALE n lJ�� BE FIELD VERIFIED PRIOR TO CONSTRUCTION IN THE FIELD FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. tT 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 100 u 50 100 200 _ _-___ ____-_____ ___ pesign STRA WBERR Y FIELDS 3 10/O1/01 PER TOWN COMMENTS BEE 2. ALL UTILITIES ARE TO BE STAKED FIFID SURVFY MAY DISCI-OSF _ ■ ■ Z _ _ _ _ _ BY A LICENSED LAND SURVEYOR PRIOR TO rvressivnais Inc.■ _ - CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE z 06/06/01 NFW SUBMISSION � MHA TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON 12882 ( IN FEET) 1 inch = 100 ft. j Civil Engineers Planners •Surveyors CIS DESIGN DR.�W . R✓N CHECKED:GSS/RPM SULLRVAN A�`�'IENU� / r� 05/ 31/01 NFN SUBMISSION MHA _ _ JOB NO. 1280 DATE 11117100 IMPRESSION SEAL AND ORIGINAL SIGNATURE --- - ,/ r OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 8Y RICHARD P MARTEE LIC No �;c-utn w,r;o- nett r c� tn� ,f� SOUTH WRN1 SOR,, COPHEC t! IlICU" DRAW NC NO..' jobs 1280112805P � 1280 30. d w a k A NOTES 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON 2 PROPERTY IS IN A-20 AND RR ZONE 3 WEST ROAD STREET UNE ESTABUSHED BY EXISTING MONUMENTATION ON BOTH SIDES OF THE ROAD AND HOLDING A CONSTANT WIDTH PER MAP REF #12 4. PARCEL LAND AREA IS 2.440,667t S.F OR 56.03t ACRES 5 THE BOUNDARY OF THE PROPERTY IS THE CENTERUNE OF THE BROOK - THE CLOSING LINES DEPICTED ARE TO GIVE MATHEMATICAL CLOSURE TO THE PROPERTY AND NOT TO BE CONSTRUED AS A PROPERTY LINE MAP RE.FERENCE'S 1 CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR. EAST WINDSOR HILL - WAPPING ROAD FROM THE HARTFORD SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET POUTF NO 194. SCALE 1"-40' AUG 1933, NUMBER 132- 02 SHEET 3 & 4 OF 4 2 'aNJNECTICUT STATT HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD FROM WAPPING CENTER NORTHERLY ABOUT 7,600 FEET - ROUTE NO 194, SCALE 1"-40' AUG 1933, NUMBER 132-03 SHEET 3 OF 3 3 TOWN of SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM HEIRS OF GERTRUDE M PLAGA ANNINO BY THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION INTERSECTION IMPROVEMENTS ON SULUVAN AVENUE AT THE INTERSECTIONS OF GRAHAM ROAD AND AYERS ROAD -- DECEMBER 1996 SCALE 1 500(METRIC) TOWN NO 132 PROJECT NO 132-123 SHEET I OF 1 4 BOUNDARY SURVEY -- PROPERTY OF LAURA TOMLINSON SULUVAN AVE SOUTH WINDSOR, CONN. SCALE 1"-100' DATE 5-27-80, PROJECT 79-149, SHEET I OF 1 BY EMIL W LUCEK ASSOCIATES 5 BOUNDARY SURVE- PREPARED FOR TOWN OF SOUTH WINDSOR. SULLIVAN AVENUE & WEST ROAD SOUTH WINDSOR, CONNECTICUT DATE 2-12--00, SCALE 1"-100 JOB NO 883, SHEET I OF 1 BY TARBELL, HEINTZ & ASSOC, INC 6 PARCEL "A' LAND OF ELIZABETH D HAWKINS PARCEL "B" LAND NOW OR FORMERLY OF CORA E STRONG TO BE AOUIRED BY ELIZABETH D HAWKINS, SOUTH WINDSOR CONNECTICUT, SCALE 1"-40', MARCH 13, 1969 REV 12-1-69 PARCEL "C" ADDED BY EVERETT 0 GARDNER. 7 PROPERTY OF JOHN J WOODCOCK JR SULUVAN AVE & WEST ROAD - SOUTH WINDSOR. SCALE 1"-40' DATE:5-21-86 PROJECT 86-42 SHEETS 1 AND 2 OF 2 BY LUCEK ENGINEERING ASSOC INC 8. PROPERTY OF ROBERT SHERIDAN TRUSTEE SULLIVAN AVENUE SOUTH WINDSOR, CONN SCALE 1"-40' DATE 8-28-82 PROJECT 82- 46 SHEET I OF I BY LUCEK ENGINEERING ASSOC. INC. 9. DAIRY QUEEN, SOUTH WINDSOR, CT., DATE FEB. 1988 SCALE:1 •40% REV 10 8-4-88 BY DESIGN PROFESSIONALS INC 10.IMPROVEMENT LOCATION SURVEY - RECORD DRAWING PREPARED FOR GEISSLER'S SUPERMARKET - SOUTH WINDSOR. CONNECTICUT SCALE 1'-40' DATE 4-1-99 REV 4-15-99 SHEET I OF I BY CARDNER & PETERSON ASSOCIATES (ON FILE AT THE SOUTH WINDSOR BUILDING DEPT ) 11 SURVEY PREPARED FOR T. MARK BARBIERI SOUTH WINDSOR CONNECTICUT - SCALE 1"-20' DATE 3-12-85 SHEET 1 OF 1 BY PALMBERC & RUSSO 12 PLOT PLAN 841 SULLIVAN AVE ASSOC. WEST ROAD SOUTH WINDSOR, CT SCALE 1"-40' DATE AUG. 1989 REV TO 1-15-93 SHEET 2 OF 6 BY FUSS & O'NEILL INC 13. PROPERTY OF PLAGA, PLATT & PLAGA SOUTH WINDSOR. CONN SCALE 1"=20' MAY 1945 14514 BY H.L. GRISWOLD (UNRECORDED 14 PROPERTY OF MRS, G.M PLAGA, SULLVAN AVENUE, S WINDSOR CONNECTICUT SCALE 1"-100' JUNE 1949 BY F PERRY CLOSE (UNRECORDED) 15, PROPERTY SURVEY OPEN SPACE PLAN - RESURVEY PREPARED FOR TOWN OF SOUTH WINDSOR - WEST ROAD, SOUTH WINDSOR, CONNECTICUT SCALE '"-56 DATE 2-15-01. BY DESIGN PROFESSIONALS, INC 16 ACCESS & UTIUTIES EASEMENT PLAN RESURVEY PREPARED FOR TOWN OF SOUTH WINDSOR, SULUVAN AVENUE - SOUTH WINDSOR, CONNECTICUT SCALE 1"-40' DATE. 2-15-01, BY DESIGN PROFESSIONALS. INC. I.P 24"OAK W/WARE N58'36'50"W 8"OAK W/WIRE N63'02'24"W � 97 89' C 24"OAK W/WIRE � Z 3 21J' �rn '37- r B 11 J J j J\ A \ U1 \ ENLARGEMENT OF EASEMENT--) 34' EXI`- T DRAINAGE EASEMENT TO STATE OF CT N 1 BO01 11 2'E (PROPOSED RIGHT TO DRAIN �� 3 EXIST DRAINAGE E. TO STATE OF CT W O O IN FAVOR OF STATE OF C� T) (PROPOSED RIGHT TO DRAIN \ IN FAVOR OF STATE OF CT) \1` LOT �� 1°W�3•) 'J31W >7 L�. O�� a r _�- -- - 1 C)7 20 WIDE DRAINAGE EASEMENT IN FAVOR OF STATE OF CT W - -- - L- -- - ---_._ O 4 R=112.00 NW„ L=10 .94 i � T=57.94 ( �� ..��� - A=54'42 25" IP _27 35, ACCESS & UTILITIES EASEMENT FROM S78W? TOWN OF SOUTH WINDSOR IN FAVOR OF C44 N8'F, DI SULLIVAN -TOWN H UM ES, L.L.C. z EASEMENT AREA = 20.918 (0,48 S.F. A�'- - , i I I;ERW' , a REVISIONS �OCA'�UNS AS SH(:WN, AqE. BAIA.b ON AVAILABLc - --- - ---- INFORMATION ALL EXISTING UTILITIES SHOULD HE FIFILD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 10/01/01 PER TOWN COMMENTS BEE BY A LICENSED L.AND SURVI YOR PRIOR TO CONSTRUCTION. 2 06/06/01 NEW SUBMISSION MHA 1 05/31/01 NEW SUBMISSION MHA 3. THIS PLAN IS INVALID UNLESS iT BEARS THE VPRESSION SEAL AND ORIGINAL. SIGNAT(JRt. \ rHF PROFESSIONAL ENGINEER/SURVEYOR. NO. DA T I DESCRIPTION BY R=100.00 / R=34.00 L=19.96 1 L=53 ?1 T - i0.01 T-34.,�1 THIS SURVE T AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20 30Ub - 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 UC No N/F 5'� D,4 H S6'•I \ \ \ \CE POST W/WIRE N/F SouTH WINDSOR DE VE-L OPIVEN T CO. FENCE POST W/WIRE S77'33.57"E 77 84' CORNER AS PER MAP REFERENCE #5 BOUNDARY LINE IS CENTERLINE OF BROOK "`7312 W N87_36'20"W ,�o' �— 247.74' 10' S. Y N/F L A TA e t. al. S,a'4,'08" E / 28.83' _ _ N79•j-4- 484 35' (MAP q S q N77rya 25"�, 3s2 zo ; Closing Lines (See Note j16) N1F W TZ TOWN OF SOUTH WI ND S UkJ 875_i GRAPHIC SCALE Ln. 100 2I _4I esign III PQi V 1 esslVllCll. IiIV. ( IN FEET) M � I inch _ zoo ft. ! Civil Engineers • Planners • Surveyors GIS '155 s:.,_. ; satellite road Soutf ��, connectt:,ut USQ ,060 0C * S76'43'52"E I.P. is 96.12' Property Corner 434, 34' —, EXIST DRAINAGE EASEMENT TO STATE OF CT N18'01'12"E (PROPOSED RIGHT TO DRAIN 6 IN FAVOR OF STATE OF CT) N/F BL A NCHA RD AND ROSSE T TO ENTERPRISES L07 J N81'53'33'W'"�� 14a03 a t 193.50' _ - - _ NOO-17'27"E I 441 248.28' o S8O7�'27 E - L� ' Yi�,M W&zr ACCESS & UTILITIES EASEMENT FROM TOWN OF SOUTH WINDSOR IN FAVOR OFF SLILLIVAN TOWN HOMES, L L.C. ` EASEMEN7 AREA = 20.9t8 SF (048 AC) (SEE ENLAR13EMENTI �wnro rs.ro {rNW 48LT T.1Gp I.M]1 = 4UND �Y Siff DESIGN.- G85 DRA WN.• HWH _ CM 4 W£D. RPM ✓08 NO. 99-1280 DAB TE Nav 16, 2000 DRAWNG NO.: iobs 1 128011280SP 11280— 4u. dm 8' N/F MESSNER -�--- N%F N"OS, V j RESURVEY PREPARED FOR- SULLIVAN TOWN HOMES LL 0tUiLILRVAN AVE NU iL:, I ALL MUNUMLNIAIK.IN tWNU UR SET IS OE)'ICTLD HEREON. 2 PktWLkT( IS IN A-20 AND kR 20,4E 3 F OUO ZONE r... EN FRw F:v+ C-JMMUNt i Y PANEL NUMULRS OL0036 0002 D a UL0036 OOOb D REVISED FEBRUARY 23. 2001 FLOOD ZONE DOES NOT EFFECT PARCELS A -I & A-2 AS PER FIRM COMMUN17Y PANEL NL&WERS 000036 0002 D * 000036 000E p 4 WEST ROAD STREET LINE ESTAbUSHED BY EXISTING MONUMENTATION ON 6OTH SIDES Of THE ROAD AND HOLD94G A CONSTANT WIDTH PER MAP REF #12 5 PARCEL LAND AREA IS 2.440.6671 S.F OR 56 03t ACRES 6 THE BOuNOARY Of THE PROPERTY IS THE CENTERLINE Of THE BROOK - THE CLOSING UNES DEPIt;TED ARE TU (44 MATHEMATICAL CLOSURE TO THE PROPERTY AND NOT TO BE CONSTRUED AS A PROPERTY UNE 7 SITE DOES NOT REQUIRE SUbOI1AS1ON/RESU8EHVISION. PER STATE STATUTES. MAP ktFLkENCLS I C(JNNECiICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TUVM LJf 1,UUTH 1MNDVM. EAST WINDSOR HILL - WAPPING ROAD FROM INL HAkTFURD SPkINULELO ROAD SOUTHEASTERLY ABOUT 12.500 FEET ROuTE NO 194. SCALE 1'.40' AUG Iy33, NUMBER 132-02 SHEET 3 a 4 OF 2 LONNECTICuT S1AiL HIGHWAT ULPARTMENi RIGHT Uf WAY MAP TOWN Of SWTH WINOSOR, EAST VANpl,(W "it - -pp—G PO,w FROM WAPPW CENTER NORTHERLY ABOUT 7.600 FEET - ROUTE NO 154, SCALE 1'.40' AUG 1933. NUMBER 132-03 SHEET 3 OF 3 3 TOnAt CW SOUTH „ANDSOk MAP SHOWAN�; LAND ACQUIRED FROM HEIR', Of GEkIk`LX*- M PLAGA ANktNO b1 THE STATE OF CONNLCTICUT ULPANTMENT Of TRANSPORTATION - INTERSECTION IMPROVEMENTS ON SULUVAN AVENUE AT THE INTERSECTIONS OF GRAHAM ROAD AND AYERS ROAD - DECEMBER IStW SCALE 1 SOO(METKIC) TU%% NO 132 PRG,.ECT NO 132-123 SHEET 1 OF 1 4 BOUNDARY SLK A I I+k1A-`Lk 1 Y OF LAURA TOMLINSON SULUVAN AVE SOUTH WINDSOR. CONN SCALE 1--100- DATE 5-27-bU, PROJECT 79-149. SHEET 1 Of 1 BY LM4 W LUULK ASSUiIATLS S BOUNDARr SuRVEI F•kfPAKfD F(h iUWN Of SOUTH WANDbuk. �rU I IVAN AVENUE - .•'• ST RGAD ',WIrl WNDSok, CC)NNEC11CUT DATE -'-12-00. S"CALE 1'-)00' -A:Ad NO. 683. SHEET 1 OF I by TMUELL, hLINT7 t ASSOC . INC 6 PAkCEI 'A- LAND LX LuZALIE TH D HAWKINS PARCEL '0' LANE, NOW UR FORMERLY Lf WRA E STRONG TO bE AUUIkLL BY ELIZABETH D HAWhINS, SWTH WANOSOR CGNNECTICUt. S,. 1'-40', MAFCrt 13, 1969 REV 12-1. 69 PARCEL -C- AUULU or EvtRE71 0. GARDNER 7 PkUPtkrY -.f JC1HN „ WIIHJULOLj. JI SUWVAN AVE a VAST ROAD - SOUTH YANOSCKI SCALE 1'-40' OAlE.5-21-ab PROJECT 60-4,' SHEETS I AND 2 Of 2 BY LUCEK ENGINEERING AS ,OC INC IS PkuPLkTI 4 RWERT SHEkIUAN TRUSTEE SULLIVAN AVEUE, 'W'" WINDSOR. CONN SCALE 1"-40' DAiE B-2b-b2 PROJECT 82-44b SHEET I Of I BY LUCEK ENGINEERING ASSOC INL y bAJkT vUEEh, yUUiH WINUSUR. t.i, UATE fEb. 1vdb SCALE 1'-40', kEV TO 8-4--86 BY DESIGN PROFESSIONALS INC 10 IMF'Ht3vE:MEN1 LUCAIION SuRVET - RECORD DRAWING PREPARED /UR GEISSLER'S SUPERMARKET - SOUTH WINDSOR. CONNECTICUT -t AIL 1'-40 LATE 4-1-99 kLV 4-15-99 SHEET I OF I by .M.LJNIk At P01R' w, A,SUL;IATES (ON FILE AT THE SW IH +ANOSUR b(lILI/N,. DEPT ) 11 'x K Vt I 1HIEPAKLU t UN T MARK bAkb+Lk1 SOUTH WI"OSOk CQkNLLIICUT - SCALE 1--20- DAiE 3-12-85 SHEET i OF I by PALL/BEkt, a RuSSO 12 PLUT PLAN 641 xAXUVAN AVE Assoc, WEST kOAD SWTH WINDSOk• CT SCALE 1'-♦0' DATE AUG JWQ REV TO I-15-93 SHEET 2 Of b BY FUSS A: OT,EIL.L INC 13 PROPERTr Of PLAGA. PLATT a PLAGA SOUTH vANDSOR, CONN SCALE 1--20• MAY 1W5 #4514 BY H L GRISWOLD (UNRECORDED) 14 PkLM'LR11 Lk MR;, t, M r'LAL.A, yULLIVAN AVENUE, S. IVIt4pSCJk LL*"CT"T SCALE I'-100' JUNC 1949 Of F. PERRY CLOSE (UNRFrnut%rn,) 15 PM;JPERTI '4UNVC1 LIVEN SPACE PLAN - RESURVEI PREPARED FOR TOWN OF s.A, TH %40'.Ok - WL S 1 ROAD. SOUTH 104DS4)R, LONNEC IICU T WALL 1'-50' DATE 2-15-01, BY DESIGN PROFESSIONALS• WC 16 ALA;LSS a UTiURES EASLMENT PLAN - RESURVEY PREPARED FOR TOWN OF SOUTH 0n10!AW, SULLIVA4 AVENUE - SOUTH WINDSOR. CONNECTiCUT SCALL 1'-40' OATS 2-15-01. BY UESIGN PROFESSIONALS, INC W,/MAkL N58'3'5U'W 95 69' ,OAJL W/W1RE Nb3'02.24'W -- - 97 n C \\ �4"OAh W/WIkE 'Z O S � I PARCEL C-1 37.098 .iF (Ob5% ACRES) OPEN SPACE OR LAND FUk REALIGNED WEST ROAD \ 1 TO BE DEEDED To TOWN Of SOUTH WINDSOR \\ `. it V � J v PAkLEL L•. 511.[3: S1 111151 ALkL.,I r UPEN !PALL to H( DEEDED 1() ON I TUWN L)F SOUTH WINDSOR d�d9� Ill / -� \\ '9j r / 551� ENLARGEMENT CF EA"�EMEN-[-,:) (scnLe , =so � 1 ��,..�•j'+ EXISTING ( N ) E] MONUMENT Tt.) BE SET 0 IR(JN PIN lu EEL SL r DRAINAGE EASEMENT N 1 8 0"1 "1 :2 E 4 TO `TAT � � � ----`� `'- E O F-\ T 6 6.0 0' EMST Dk—AGE EASEMENT 10 STATE tf CT HILLSDALE RC RIL;,I I tU (jkA h - D. MU DF/AINAcX-1AX14&"j . IN (AV(Jft LJF STATF of CT FAVOR AIL 4 L1 z j I V , I 1 7 I I v N C) V I Z.- IF �-- _ l R 1 1 2.0 0 � ' J A-54'421 2J I 1 1. 11IC EA N8-9 4F -2 / l E ► EMENT FROM �I ..- � [H WIND�C)R IN FAVOR (—) - - - F �, I , li t. L.�� � z� I vAN <WN HC-)ME L. (_ 1\v E N I R E A `� �,� C.I 18 � . F . (0.4 (� A (T..) T 10 . C)1 r..1 I•<A'.I I .'NI, it, ITREVISIONS A N- A', `,,•� VYT+, AHI ;)A�.1 . ,h AVAIL AI)tt - --•--- - .- Ll N, kMA I,uN AI I U' !1i,l '.Iloui L) _ I'L, Yt lt•f ltrr1,u1, I._ �, �h `Ik IJI, i I UN4 16, 01,01 PEk ,OWN LUMMLNiS1. N ittf I L I.I, 0%/ I /;UINfVl'JIANONUMth toIIOh PIR IOWN C(MMLNrSU 1 H Lll,t hit li At.,, `.JItVt Ivrr r'Ki.IK ih`,iKUCllI)N06/Ol htW ',UtiMISSION NI AN ,!, INVAt0 ,Itu t 1)1, 11 Ut n11., itltI J11, UI NI N 'AAjMj;,;,1L,f1 MI't1t. ,'IIUN 'tAI ANL Ui,1(,INA; '�IGNAIURLF I lfl Nt10f 1 ',S1L)r4AL ENUNL L R,/SUR VF Yuh. NO GA TE DE SCRIP TION to i ,. )I •��,�)1 YANC, MAN' NIA:, of 1 •'KI 1'AKI. '. A _ KI Ali t M !• .t I , 1.nJI 11 Ik TIIL RI 1rl. ArI,)N� UI L(11vN1 t '�;.. i IAII A•,t t,C.f `,IANLAII( `. r A+ ,n)RV1 Y`, All , MAI' ` •N Ern SSA It (it I, W41 ( I)CI11' A', IN1.,(tt(`,t (! t1 e It,l N"rt , ik I A .; Jl IA' IM ,11 A141) ,vfgvf YOH',, �-;k('f Y .:011Ytlk6T. Ai:._.+r, . HI ', a 'J , nNOW, 1 'A,r AN , lit , It I 11 PA .',I' . II' Ail; A (_Uttkt , Iv.J;t NI, IIA11D P MA-, !I I" IING ,f4 PIN N 1 W06 ll IUb I-V I- - L lJ/-i fT f'AhLLL B-L uPLN SPACE (TO BE DEEDED TO TOWN OF SOUTH WINDSUR) \. 'COMBINED AREA OF PARCEL , H i & 8 2 283 ACRES) \ i FENCE PUS] W/WARE S�\v 0 %V/F SOU TH WINGS CAR It. Df= - l/E� vPME N T �/• ��. •1� 'IN `� v•� GRANITE MUN ��\ N:')•`?mot 247 74 N/F L A TW k t1�4. I. 518'41'08'E �35 F /- n B4' / PARCEL A 28 83' N �. t ( COMBINED AREA OF -,N FENCE POST W/ WARE - 'n F'AR N.>9.4- ! •, GELS A- i &A- 2= NO2.90,2b'W 4�a5' 'b'w�0 15.55t ACRES) 3000 "cx'''B.',t L'.1kNLk AS PER MAGI REFEkEN,.E �5 f PARI. EL 8-yM�485 4j)� � V0o «s S76_43'S��200 3.i�IPf nI tC)nr [ b45,1 JI ALL rV7' I ,•'l (Ti; BE DEEDEDu22o d3S mast of / ' TU TOWN OF Property Corner I tyE SOI-1TH WINDSOR) /� / NaU.O J _ ��'w //f� , 1 /1 CIwIrIp Llnee 4•)4 )4• ! V /' �V/ f ) �AV ~ )? 8t7UNUAk 1 LINE IS CEN 1ERUNE OF BkOOP — l See Note #6) A // J �A T 77 — / / V F L DRAINAGE EASEMENT NIB•01'12'E TO STATE OF CT� _ •�y.•. PARCEL A-1��__ � - �..... --- tor j �� Nal'S5.- ,uo3 ar — .��- 248 26 SdO'2 .7 0 11ix, 44 •' f — TpT� L:106 44 57 f_54 4( Ai ° ACLE15 a vIIUIILS LASLMtk1 tRubA /U• , Y TDWN Of SOUTH WINOSOR IN FAVOR 01 --•.. W.IOt,w StALIVAN TOWN HwLS, LLt ,•IVY{ tASLME,4I AREA 20,916',I ,U4b AL, 1-1001 w•IW(A• _log* M 117$ try' 1.1t,01 M11 :4O,17 I F' Al E.. ' , A- i ". A . . TO BF ,-I rMBINI F) IN Tk) A NE W PAR( EL. A (I -(-)NE )MINI1A1 ',I TF , & B-2 fO BE (_()MBINE_U IN](.) A NEW I'APCEL B. (OPEN �F'ACE/CUN`_,E.hVATI(_)N) GRAPHIC SCALE: ■ IUu :UO 4UL1 le sig ( (N Mgt• r ► e of essionals, inc. I Inch -._'00 (t II 11 CNN!! Engineers • Planners ' Surveyors ' CIS I, •...,!1 . JtCII :1' r ,J" ,-, ,.'t• ,n IIJ.a A "I•�I NEI AF Lt q� �ESrCN. CBS DRAWN HWH L rf£CKED RF'M ,/un -09,; PRAWIVL VO 10 S 1 12d011 30 P � 1 80 - — �sr.. - — -- -t ',• - Yt I r Nf / ANI I , I. SULLIVAN TOWN HOMES LL "Ni" �.PI'Ltq A VIE :;OUTH WIND`. OR# CO1VNEC i iCL17C r IF f 77.84 MAP REFERENCES. 1 CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD FROM THE HARTFORD SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET ROUTE NO 194, SCALE 1"=40' AUG 1933, NUMBER 132-02 SHEET 3 & 4 OF 4. 2. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD FROM WAPPING CENTER NORTHERLYABOUT 7.600 FEET - ROUTE NO 194. SCALE 1'=40' AUG 1933. NUMBER 132-03 SHEET .3 OF 3. 3 TOWN OF SOUTH WANDSOR MAP SHOWING LAND ACQUIRED FROM HEIRS OF GERTRUDE M PLAGA ANNINO BY THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION - INTERSECTION IMPROVEMENTS ON SULLIVAN AVENUE AT THE INTERSECTIONS OF GRAHAM ROAD AND AYERS ROAD - DECEMBER 1996 SCALE 1 50O(METRIC) TOWN NO 132 PROJECT NO 132-123 SHEET 1 OF 1 C BOUNDARI SURVEY - PROPERTI OF LAURA TOMLINSON SULLIVAN AVE SOUTH WINDSOR, CONN SCALE 1"m100' DATE 5-27-80, PROJECT 79-149, SHEET 1 OF I BY EMIL W. LUCEK ASSOCIATES 5. BOUNDARY SURVEY PREPARED FOR TOWN OF SOUTH WINDSOR, SULLIVAN AVENUE & WEST ROAD SOUTH WINDSOR, CONNECTICUT DATE 2-12-00, SCALE 1•=100' JOB NO 883, SHEET 1 OF 1 BY TARBELL. HEINTZ & ASSOC., INC. 6 PARCEL "A" LAND OF ELIZABETH D. HAWKINS PARCEL "B" LAND NOW OR FORMERLY OF CORA E STRONG TO BE AC'UIRED BY ELIZABETH D HAWKINS, SOUTH WINDSOR CONNECTICUT SCALE 1"-40', MARCH 13, 1969 REV. 12-1-69 PARCEL "C" ADDED BY EVERETT a GARDNER. 7. PROPERTY OF JOHN J. WOODCOCK JR. SULLIVAN AVE & WEST ROAD - SOUTH WANDSOR, SCALE 1"=40- DATE:5-21-86 PROJECT 86-42 SHEETS 1 AND 2 OF 2 BY LUCEK ENGINEERING ASSOC INC .. u, ':',d>1PF1,, S+t•.�;v'V:'xe'i-.a'';Y'.,15"J4�'11.`..i.. -l+' skY',�°kr7.4t!°t: PROPOSED PARCEL B-2 (25f ACRES) 8 PROPERTY OF ROBERT SHERIDAN TRUSTEE SULLIVAN AVENUE SOUTH WINDSOR, CONN SCALE 1"-40' DATE 8-28-82 PROJECT 82-46 SHEET 1 OF 1 BY LUCEK ENGINEERING ASSOC, INC. 9, DAIRY QUEEN, SOUTH WINDSOR. CT.. DATE FEB. 1988 SCALE 1"=40', REV TO 8-4-88 BY DESIGN PROFESSIONALS INC. 10.IMPROVEMENT LOCATION SURVEY - RECORD DRAWING PREPARED FOR GEISSLER'S SUPERMARKET - SOUTH WINDSOR, CONNECTICUT SCALE 1"=40' DATE 4-1-99 REV 4-15-99 SHEET 1 OF 1 BY GARDNER & PETERSON ASSOCIATES (ON FILE AT THE SOUTH WINDSOR BUILDING DEPT ) 11. SURVEY PREPARED FOR T. MARK BARBIERI SOUTH WINDSOR CONNECTICUI - t.CALL 1"-20' DATE 3-12-85 SHEET 1 OF 1 BY PALMBERG & RUSSO 12, PLOT PLAN 641 SULLIVAN AVE ASSOC. WEST ROAD SOUTH WANDSOR, CT. SCALE 1"-40' DATE AUG. 1989 REV TO 1-15-93 SHEET 2 OF 6 BY FUSS & O'NEILL INC. 13. PROPERTY OF PLAGA, PLATT & PLAGA SOUTH WINDSOR. CONN. SCALE 1"=20' MAY 1945 /4514 BY H.L. GRISWOLD (UNRECORDED) 14. PROPERTY OF MRS. G.M. PLAGA, SULLIVAN AVENUE. S WINDSOR CONNECTICUT SCALE 1'a100' JUNE 1949 BY F PERRY CLOSE (UNRECORDED) 15. PROPERTY SURVEY OPEN SPACE PLAN - RESURVEY PREPAREU FOR IVW/N VF SOUTH WANDSOR - WEST ROAD, SOUTH WINDSOR, CONNECTICUT SCALE 1'=50' DATE 2-15-01. BY DESIGN PROFESSIONALS. INC 16 ACCESS & UTILITIES EASEMENT PLAN -- RESURVEY PREPARED FOR TOWN OF SOUTH WINDSOR, SULLIVAN AVENUE - SOUTH WANDSOR, CONNEC11CUT SCALE 1"=40' DATE 2-15-01. BY DESIGN PROFESSIONALS, INC t1NLESS OTHERWISE NOTED, EXISTING UTILITY LOCA110NS AS SHOWN, ARE BASED ON AVAILABLE REVISION` T' INFORMATION. ALL. EXISTING UTILITIES SHOULD 4 11-21-01 MINOR REVISIONS MHA BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALI. UTILITIES ARE TO BE STAKED IN THE FIELD 3 10/01/Ol PER TOWN COMMENTS BEE BY A LICENSED I AND SURVEYOR PRIOR TO CONSTRUCTION. 2 06J06/01 NEW SUBMISSION MHA 1 05/31/01 NEW SUBMISSION MHA 3 THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAI ENGINEER/SURVEYOR NO. DATE DESCRIPTION - BY f.yy z All i f '� o.e ..., w�9A •. i'; `- 'rt:ti , � �•�- .r fx."i"'� .a-'�l::�T." _,'<,.1r•._ - ,� r .f �- - ,-;a A,.. 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',1s •v;�' 1 < f :tb/`• �ii^�BF s*dr.::.'�'.ai i�_1 ;i):_•sF��i�:,x.4•;�. .Y_: 1 1 1.. o- >ZI , � �'�?+r .wr 1 ''h �7� .t, � -.kilt + t S y� '�' �:S � t r' ���ia '�''{'i'9�>� 'y�� � � '��. , � N ♦, y j �gx�,,;��� •jj' ,r 1 `-�.T, ,a', � n.tt„ �, '� { �++� r' }}tty, Mu Sri+, ` F� t• [`cI �'I iy s 4' +�, N / /, / �MS� r 4'< 'F ,� ,1.`l+.'+�' 7e• 'i' R �`T�Z .�^ � f�A i`� �� M ' .q 'K�h'•• K +1 '.M I„l Fr , ` , (il�N� V / PAR A- t ACRES 4 e,L} .- 1 / PROPOSED PARCEL 2 (8.98 ) ..�,� �;. �, • _„�, 4 � + / {y s 8 s' ' ,s � '�' ti kr '¢ �`'Ir'o- �y a � r>�l •t !�r 1 / / / - ��� �",�w t-'� i 1,1'-.^I { .f� � I` ,,q�� r$ i 4-• • EY K�I� y,�"j`•t :.',t � a •� ° D ��.i•�..' -, 1 / / i. �'� � M!. Y !' .� '_'a'�it ,.e•:i•:t +�- ��. Y.?'�..-.�'.f.a ��Ism:.'�.".y ,..F..: "�I.; / / / '; :7 rn �;ra;P �'1 �� .'s '°- '. r '1 a�G "A'.��,{t ,;L°. � F gyaytf"¢r. ,i �( � •r� - .,r �;. ,' i� �r 9 � ' '* � i ' ;,i.. r � ,. t •$.' s i - < '{5' p G}.a 1 ,�+g K ?� " / / / h, •. '�9 .sp f .�, "� _ '1 Y �1 ° H:- a .'a'F•��,'^`�' �y����`��a'�'�'�� �.j: �`1,3 .,� .. 1 s , €a ' a it 4 r a''fn k yy�^{�• + `} b77* ` V ,� T may" ' , ` l / / / .afire '�7r}•"$,d.;, -r$ 8 - a rr _ y, ,� � `, *rf ., � % J yS � �*'� 4 i..�.>r•,!� • 1 / 1 x � etc c aM y yC• � y �* ii � � � Ik * � ,, � I�f ° � R � aw �yt,,�"+rc�r '� `.,� ��� -� ) ? " � 'rJ y,.�'3 #d� • / ':rK]i`:�`#�g•�,:"1��€r g a "f 6 kr yrK r 'v� °, w 4 }34E,r+i "iv. r .a < i - c� , 'k. � ` � I yl `T-.� � . �} e�' �n� ,+�'�"/11,1��,�'�'r . b`,f', • �'�i`}R ya �. �, / �/ / \/ / / / 1 / �' V / F L y , fi,' 't�• r wt'SAr�r ly ,:7g u�►i 7.. }j 12', •�•�z7 ."'f'n � t"4` ��nSi T 1'�a:• ` r�' � ,�,ti �+5� �, � ya y E � 3,q-+ �'+,w �r {' ••�T 1I t�� r,.' � t -; .+. ) f�a '' 'Yi i -Ir.�I`if�' �•!- . tirt1T XR�1 ��F 1 y . ° � (- W1, a O�4Z w i�t Y� ay"f �F; .�<•,� s w t t� `r �G Imo' J {� - /O)/• /�% h 1'; 1M v'., tl ~`G;rl arty/ K�'a J1, . iih ri �"• I sl•., 'MS"yL l� I :14 s7../ ; ..•.. t '+" •` r,. x M$ J *� I iZ. 'Y +..'I„ 4". �' ` r •Ti' r} ��'r J Jj � � 6 * - 0.' 1 �+ yy� :,�. a"' �'.�1 P 1 h I +, J,,�` e r r'� t t . f ry ,, i '�a.-, ?'": I ii 1 [ n{'+�' 441�K I / _may S"ry L I s w tti . t 1 a %lu 4�� y !: x �•` t �' �3' I wl /M� / / 2 2p-- y,._c '`ip t• r ip,, 6 r i, Yq• .. a ,' e. I •. a�.• y41«� I N r7 w1 r �, Y b 4iy,.'r- I h. NR�� TfN•`"� -- I 0 a��"� T'4 L •w'' - �E y�', i`,,: z r'• * • 6N;.;k r�it, Z 1 +A1 "- f �. • , s a „ 1. � 7 +��'"*� � - In � �_ s Y�r a A n1r I _� _ %s.� k�J^ riM t• d+� s,� �la� `�,Y µ i t r..� e' s t` .i ��'�r (_, M i I / "`�.`•» _ z r f ° r � . ran, q x°�• �, �r;. I �- � � I 4. Lei Co ''`tea - ty e4 r t Y,e.N, } �, .•, `+•34 .34' `......... - I -1 -P. I I / '"'---►.•„ / 0.37 Southalid-aLj / 7 0.50 East of Property Corner o S84'p� 35-E 80.00: GOIA R .� �--- PROPOSED PARCEL A--1 (6.57f ACRES) EXIST. DRAINAGE STATE OF CT ( w � 2 / / (TO BE COMBINED WITH A PORTION OF LOT 100-38i _ / I.E. PARCEL A-2 TO CREATE A NEW PARCEL A WITH 15.55t ACRES) 4 / / _N81'S3"33"W I / / DRAINAGE EASEMENT TO STATE OF CONNECTICU7 e to- 193 50 RIGHT TO�DR7rIN-.IOL_ -' 20' WIDE DRAINAC•E EASEMENT IN FAVOR OF STATE OF CT / FAVOR OF STATE L 7 I rn i Uj BUFF `�_� El / (1C`t I Nleo 27 1150 44' (total) a_1_�"�-��► ` ` 1 ( M "j " ? q 4 4 I ! a"'i-a'a..."•�__ \ \'.y ` _ 1-� \ .+ tr7>rfi r.sy, .i� a"i a N iIt- R- 1 1 '� � = 1 1 ".00 - -�_�_ 1 -1 n" Qd I \\ �\ �� 80 27'27"IAI (� _Z4.25 -� i �I�► T=57.94 0=54*4225„- N/F TOWN OF SOUTH --_a_227.35, S 7g r' ^�.r� _ 11 / Vie : p• '•yh.: - ;i` 26 ACCESS 8c UTILITIES EASEMENT FROM TOWN -`- _ 61.97'' NOTES N 89 46 L `J` CP 1 ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON R=1 00. 00 _ 2. PROPERTY IS IN A-20 AND RR ZONE O F SOUTH WINDSOR IN FAVOR OF SULLIVAN �� `© 3. FLOOD ZONE TAKEN FROM FIRM COMMUNITY PANEL NUMBERS 090036 0002 D & 090036 0006 D REVISED FEBRUARY 23, 2001 FLOOD ZONE DOES NOT EFFECT PARCELS A-1 & A-2 AS PER L=19.96 R= 34.00 F-;RM. M illINITY PANEL NUuacac n0nn36 0nn2 n k nonn36 MJc16 D T(1 \ A /N I L n A A C C I I T-1 r) (11 4. WEST ROAD STREET LINE ESTABLISHED BY EXISTING MONUMENTATION I U V V I N r 1�/ IV I L Jo- L . I. • ' - ' v' L= D J. 7 I ON BOTH SIDES OF THE ROAD AND HOLDING A CONSTANT WIDTH PER MAP REF #12 5 PARCEL LAND AREA IS 2,440,667t S.F OR 56-03t ACRES EASEMENT AREA - 20,918 S.F. (0.4 8 AC-) 0-11.26' 09" T- 34.31 6 DEPICT DNAREYTO GIVE MATEMATICALTCLOSURE TO THE PROPERTY BROOK ND NOT TO BEND LINES THEOF THE CENTELINE OF THE A=90'31'01" CONSTRUED AS A PROPERTY LINE 7 THE LINES DEPICTED AS ORIGINAL LINES ARE THE BASIS FOR THE RESUBDIVISION 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 MAPSeIN 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 50 0 25 50 00 ( IN FEET ) 1 inch = 50 ft. 860-291.8755 ■ esign r rgfessignels; Inc. Civil Engineers • Planners • Surveyors • CIS 165 south satellite rood south Windsor connecticut 060/4 BOUNDARY SURVEY Pia , C9CL Q nc-C//`Ai. CL?C I n0A 14Arl• "W" RPM !/CJ/01V. VCJJ L/©B NO.. 99-1280 DA TE,' Nov. 16, 2000 DRAW4NG NO.: iobs 11280 111 12805P \ 1280_6a. dw, RESURVEY PREPARED FOR: 4 j 0 E1 1 4 HILLSDALE ROAD 0 1 SHEET SULLIVAN TOWN HOMES LLCI 6 �✓ � &011 Vi��T � 1y � SOUTH W R 1L SOR, CON NE`Sr iL llICSJ u 17I J LEGEND I �- _-.-.'1/ 1 -)uu Ir1 WiNUSOR DEVELOP" Q IRON PIN TO BE SET • EXISTING IRON PIN el MONUMENT TO BE SET ■ EXISTING MONUMENT EXISTING UTILITY POLE PROPOSED UTILITY POLE �•YO PROPOSED WATER MAIN AND HYDRANT ® DUMPSTER PAD -------- REGULATED AREA - INLAND WETLANDS 40' SETBACK FROM ROADWAY CENTERLINE - - - ® INSTALL STOP BAR AND SIGN ® INSTALL 15 MPH SPEED LIMIT SIGN © 4' GRAVEL WALKWAY (TYP.) ® 4' CONCRETE WALK ® INSTALL CONDOMINIUM SIGN ® "DO NOT ENTER" SIGN ® "ONE WAY" SIGN ® HANDICAP PARKING SPACE 10 4' WIDE STRIPED PEDESTRIAN XING. © 8' GRAVEL WALKWAY (INSTALL TO PROVIDE ACCESS TO WATER QUALITY BASINS AND - BAY SAVER UNITS.) NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON 2. PROPERTY IS IN A-20 AND RR ZONE 3. FLOOD ZONE TAKEN FROM FIRM COMMUNITY PANEL NUMBER 090036 00048 EFFECTIVE DATE MAY 1, 1980. 4. WEST ROAD STREET LINE ESTABLISHED BY EXISTING MONIMAENTADON ON BOTH SIDES OF THE ROAD AND HOLDING A CONSTANT WIDTH PER MAP REF /12 5. PARCEL LAND AREA IS 2.446,650t S.F. OR 56.17t ACRES. y. 6. PARCEL A iS 15.55t ACRES, OR XXXXX S.F MAP REFERENCES: 1. CONNECTICUT STATE HIGHWAY DEPARTMENT RiGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST WINDSOR HILL - WAPPING ROAD FROM THE HARTFORD SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12.500 FEET ROUTE NO. 194, SCALE I' _40' AUG 1933, NUMBER 132-02 SHEET 3 be 4 OF 4. 2. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOM" OF SOUTH WINOSOR, EAST WINDSOR HILL - WAPPING ROAD FROM WAPPING CENTER NORTHERLY ABOUT 7,600 FEET - ROUTE NO. 194. SCALE 1'-40' AUG 1933, NUMBER 132-03 SHEET 3 OF 3 3. TOVN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM HEIRS OF GERTRUDE M. PLAGA ANNINO, BY THE STATE OF CONNECTiCUT DEPARTMENT OF TRANSPORTATION - INTERSECTION IMPROVEMENTS ON SULLIVAN AVENUE AT THE INTERSECTIONS OF GRAHAM ROAD AND AYERS ROAD - DECEMBER 1996 SCALE 1 500(METRIC) TOWN NO. 132 PROJECT NO. 132-123 SHEET 1 OF 1 4. BOUNDARY SURVEY - PROPERTY OF LAURA TOMLINSON SULLIVAN AVE. SOUTH WINDSOR, CONN. SCALE V-100' DATE 5-27-50, PROJECT 79-149, SHEET I OF 1 BY EMIL W. LUCEK ASSOCIATES. 5. BOUNDARY SURVEY PREPARED FOR TOWN OF SOUTH WINDSOR. SULLIVAN AVENUE & WEST ROAD SOUTH WINDSOR, CONNECTICUT DATE 2-12-00, SCALE 1"-100' JOB NO. 883. SHEET 1 OF 1 BY TARBELL. HEINTZ & ASSOC., INC. S. PARCEL "A". LAND OF ELIZABETH D. HAW INS PARCEL 'B' LAND NOW OR FORMERLY OF CORA E. STRONG TO BE AQUiRED BY ELIZABETH 0 HAWWKINS. SOUTH WINDSOR CONNECTICUT, SCALE 1"-40', MARCH 13, 1969. REV. 12-1-69 PARCEL 'C" ADDED BY EVERETT O GARDNER 7. PROPERTY OF JOHN J. WOODCOCK JR. SULLIVAN AVE h WEST ROAD - SOUTH WINDSOR, SCALE 1"-40' DATE:5-21-86 PROJECT 86-42 SHEETS 1 AND 2 OF 2 BY LUCEK ENGINEERING ASSOC. INC. 8. PROPERTY OF ROBERT SHERIDAN TRUSTEE SULLIVAN AVENUE SOUTH WiNDSOR, CONK. SCALE 1'-40' DATE 8-28-82 PROJECT 82-46 SHEET 1 OF 1 BY LUCEK ENGINEERING ASSOC. INC. 9. DAIRY QUEEN, SOUTH WINDSOR. CT., DATE FEB. 1988 SCALE:1'-40', REV TO 8-4-88 BY DESIGN PROFESSIONALS INC. 10. IMPROVEMENT LOCATION SURVEY - RECORD DRAWING PREPARED FOR GEISSLER'S SUPERMARKET - SOUTH WINDSOR. CONNEC71CUT SCALE 1"-40' DATE 4-1-99 REV 4-15-99 SHEET 1 OF 1 BY GARDNER & PETERSON ASSOCIATES (ON FiLE AT THE SOUTH WINDSOR BUILDING DEPT ) ., 11. SURVEY PREPARED FOR T. MARK BARBIERI SOUTH WINDSOR CONNEC71CUT - SCALE 1'-20` DATE- 3-12-85 SHEET 1 OF 1 *a' BY PALMBERG rk RUSSO 12. PLOT PLAN 641 SULLIVAN AVE ASSOC. WEST ROAD SOUTH WINDSOR, CT. SCALE 1'-40' DATE AUG. 1989 REV TO 1-15-93 SHEET 2 OF 6 BY FUSS & O'NEILL INC A 13. PROPERTY OF PLAGA, PLATT & PLAGA SOUTH WiNDSOR, CONN SCALE 1'-20' MAY 1945 /4514 BY H.L. GRISWOLD (UNRECORDED) 14. PROPERTY OF MRS. G.M. PLAGA, SLJLUVAN AVENUE. S. WINDSOR 1 CONNECTICUT SCALE 1"-100' JUNE 1949 BY F PERRY CLOSE (UNRECORDED) 15. PROPERTY SURVEY OPEN SPACE PLAN - RESURVEY PREPARED FOR TOWN OF SOUTH WIND90R - WEST ROAD. SOUTH WINDSOR, CONNECTICUT SCALE 1'-50' DATE: 2-15-01, BY DESIGN PROFESSIONALS, INC. a_. 16. ACCESS 3 UTILITIES EASEMENT PLAN - RESURVEY PREPARED FOR TOWN OF SOUTH WINDSOR, SULLIVAN AVENUE - SOUTH WINDSOR, CONNECTICJT I + SCALE 1'-40' DATE- 2-15-01, BY DESIGN PROFESSIONALS INC R A 17, EXISTING DRAINAGE EASEMENT TO STATE OF CONNECTICUT TO BE y..;�6,, r t ABANDONED IN FAVOR OF RIGHT TO DRAIN TO STATE OF CONNECTICUT. k;}nl Ci 14.11' 7.07' 10.47'24" 74.90' C2 93.99' 56.60' 80'22'33" 67.00' C3 114.29' 58.82' 33'2r05' 195.75' C4 H7c.V7• 47/ 1A II .LJ ZiY,1•TC" WVI W -AW An+...* C5 136.31' 79.09' 72*47*07" 107.30' C6 20.51' 10.41' 23'50'30" 49.30' C7 24.81' 12.47' 14'13.02" 100•00 C8 51.24' 29.36' 69.54*24" 42,00' C9 100.51' 58.11, 71.59.11' $0.00' CIO 181.36' 131.71' 107*24*01' 96.75' wl w2 / w3 N87-03'08"W 496 25' -It, ;----.,_ _-` I.P N/F BLANCHARD & ROSSETTO ENTERPRISES or ----------------- \\ N87.36'20"W ------------------- -- --\----- 00 25 BUFFER r�CP \------------o--------- CO ----------- w � --_------------- e; ---- - , __ _- -� ,, w - - _-------- -- -, - �- - , 25' SIDE YARD-\ d / w10 � \ \ \ . C T ,'1 1 Q 1 w16 OZEN WA UNIT 90t NRM. UNRM. � 1 \� 1 r - Y 1 w11 � H4'M I a f F . 111 83 UNIT 902 UNIT 903 ` D W 15 W t 7 D z r SSMT- 102.83 DZEN WAY \ i DZEN WAY TO W- 113.75 M UT 904 \ F F - 113.53 T O W- 115.65 DZEN WAY UNIT 1001 UNIT 804 i 9SLI 104.93 BSFNT- 106 73 1 T.O.W- t17.00 DZEN WAY I DZEN WAY D F.F.- 117.08 T.O.W- t18.75 � i r I TO.W- M 25 1 BSMT- 1O&08 FVm 11& 3 COD [,}-_..♦ II oil 3 w 1 4 F- i 3 I - I D SSNT- 109.53 w12 w18 BS ti 1 w2l w20 NI "'EON - - UMT 1002 DZEN WAY T DZEN WAY 1 F0:_11k10.33 TO.W-119.75 G F.F.- 119.83 1 1 1 9 BSMT-I101 33 I ` BAIT- ,t0.63 \ 1 w 2 L UNIT 802 --- - ZIA J DZEN WA+w23 TOFW.1006550 I � \1 w24 25 .. BSMT- 90 56 \ DZZEN WOAY TO.W-11975 F.F.- 719 Z , , P. 1 1 t� 1 W D I 63 BSMT-1t083 O 7D N87'06' ' ,\ x) 1 1? tJ•` 56 W o UNIT 801 J 1 LT,1N DZEN WAY 0 T.o.w- 107.00 UNIT 1004 FF- t0706 1 BS►IT-9808 / + - - DZEN WAY / w26 �. + I r FOF . 118 76 V 9SMT- 10978 10 ` �KA V 1 v / w27 \� \ �� w28a fRCOURSEIf t 1 1 / c> w28b w28c,6 I- UNIT 1005 DZE WAY w28 j / UMT403 rFF-i11a78 11 `✓ K $7RAWBERRr p8SMT- 109 76 To W= 50 114. 4 58 %O /. �I\ BSMT-0558 F i -.•G\� r� \ ` 11 N \ RM /� vy00 �� n, / hb \ ` i/ 703 L (�_j / STR� IIE RI ,UNIT . WAY/ , LANE � U 6�' T,O W-DZEN 10325 / / T.O.W-11Z70 F F - 103.33 / F E- 11176 O •( / W 29 BSMT. 94 33 8SMT- ,03.. 78 \1 / C + 6 D UNRM 1 ,; / w33 3 0 �•� PSF sTR ,1TBERRY A --- / w32 w31 �u J r 3 LANE rt c p A 1101 t w30 S /UNIT^702 /,v�o7 TFF- 11073 `1 Ox 6, 0 Ondotled / SSMT- 101.76 /DZEN WAY `�, (O / �(1, Q StJ � UNIT 1101 /TO.W- 101. \ Q .0 OZEN WAY hous`4 5' WHITE OAK Q F F - 101.3J 0 /� q' � �O• 6 T.O.W- 117.75 w34 - - _ i BSMT. 92 Sj cV C7 l �^D ArL T I F.F - 117.83 t DAMAGE DURING CONSTRUCTION N o % __. - _ / v7 �,�� / ARM / p ` D 15 00 BAAIT_ ,Og83 moved PROTECT EXISTING OAK FROM w35 / UNIT 701 / D 0 0 1 Z D I - r / ( Cl) A / DZEN WAY O� 0 X1 I O I ; `4 f F.99.78 / Q" Ai UNIT 1201 O 1 UNIT 1102 I I / BSMT.- 90 58 2Q ,i /.. y OZEN WAY J I OZEN WAY ( F 00 Q V / T w- 117 50 0 T.o.W" 117 7s F F.- 117 58 F F - 117 83 J , UNRM / �' G BSMT- 10&58 s tiSNi. 1o6a3 z / W 36 \ r I D ~' / ARM UMi _3 UNIT 1103 i 1 STR ANERRr UMT 1202 8 !t ODZEN.W- WAY LµW - -- E � DZEN WAY = 1 T O.YF117 75 � 1 }.T.O.W- 116.05 F.F 11743 A.Lv BSMT- t06.83 N Ff-108.68 FF-net3 � I (V Z ... BSMT- 99 68 BSNT- ,0713 %S( w37 --_ ,.8.4 s i I o Q: i - - w39 \ a I oa 6 hP -� o Cl % J Z 1 / 1 D 2 UNIT 1203 ILL_1 w40 / NRM Cx �'' r oved 1 z // J > / - w38 /\1 I 6 UNIT 302 DZEN WAY UNIT 1,04 w 41 -! 03 STRAWBERRY Cj T 0 w- 114.65 DZEN WAY / 1 LANE ✓• F F.- i 14 73 1 T.O. W- 116.75 / 1 10 W- 107.20 BSMT- t0573 _ -- F.F.- 116.83 UNIT 603 I F F - 107.28 9+ 0 74 ' BWT- 107 63 / DZEN WAY 19SMT-9628 CD 1 I ' 1111fJjjJ�f( �_---- / T o.W- 97 67.55 j p0 P = 9 00 1 / °�/ ,Y BSMT:88M / W4� �\ / UNIT 1204 � .� j �I 1 / \ - LN41T 301 T ozw- 1Miz 35 A Al D VNRM i shed , 1 / ` - - STRAWBERRY F.F. 112,43 \ /// _� / \ / T.o W. Nos 50 t 11SMT- l03 41 73y, \ C "��! ! to be I± F.F,- 10558 n I u T 602 E1SMT-9858 wi ro ;remov_ed�_-_x- I - - / D OZEN WAY D \ \ ^ T / p- S _ _ - __ -_ / \ TO.W- 96.75 O 00 NRM M 7 - -. F.F. 96.8J D 0 / +►% +116 1 ~ , MT- 67.83 - - -- - ._ \ /� O , ofi& - - ` _.� I Z D I :� 0 / \ 9 0 0 � - p I q1 - S8LLJ 4•o35" d > f C UNIT 601 \ �/� / 1v; r r t r r A I O o .� .r, E (V J Z r w44 w4 i DZEN WAY 1� >, , N T N z 80.0c) -1 W `-� / / ro.w- 9775 H 2 a> l n N /F v1 Q w / \ / 13 iT. 88 8�3 pHAS f + I `t �� f EHT p� „ =�? 9 5 E (4 - Z �f V, J > (/) A R / -- / SUNRM O / OPT �O 77 GO/4/y y� Q 8 00� n7 86'30'08"E 0 Ay /l Q w 8(1 00. A q J I z / 59.05' ti s i > S1 7 0o D'LH1 F1'A�' 9s �� 8o N J L, ,� �Jw DRAINAGE MENT / / �.�.W ,� V) Q ' w48 \ ( �, (J � \ ; TO S OF CT / \\ - D \ T is --- ( fl 1 �( EE N 17) ?! Z . J III __.. SITE ENTRANCE FROM SULLIVAN AVENUE � ` ' IO.�250 BSMT- w� I N A �t \ f F- 92.58 tr \ BSMT- 83.58 D I w F- UNIT 102 Y I ! _ I'� Z ! I n \\ g STRAWBERRY rLANE , V i i - - `�. \\ UNIT 201 I r.o.w- 113 so ERR / � I 1 i, \ STRAWBY I F.F . 113.58 i ( 1 < 7 LANE BSMT- 104.58 t p - T 0. W. 101.50 1 D , , , \ 1 w5l \ �i ♦ F F - 101 58 I \ \ , _ _ BSMT- 92 58 x \ Q\ '�-�' O ^�'``_ _-___ _ I -- -- - _ _ - -- _ - _ "J - .�,� E--+ I UNIT 101 .. __ '114 / -+. STRAWBERRY r 1 \ t ``'-\_ _ J 7'J `'l-- _ _ ! r'• 1 �__ a f I r.O.W- LANE 0. 4O _ � � I `V�, � � II ^� \ •� �r I BAIT- 103.48 w5_1 �E�L , _-, I 1_ 1� - T.�'A w>•>.., _ "�-��i 0 nU ' - �. - -� I /P / / ! s _ c n,.i'� \\. ,� -. _ PT �S7�726" ��Tr~_= 7 v`v a N89_34'50_W _�5�� ,7• T„E\\ _ 5 00 TVoo , i l4 i 227 ,35 14 4 5' I _ ..`RARtJ FF N89'46'25"E T5 112 SUFFER _ I Ar 20 ACCESS & UTILITIES EASEMENT FROM r A TOWN OF SOUTH WINDSOR IN FAVOR `• \ \ ` \ --- ' OF SULLIVAN TOWN HOMES, L.L.C. �, � �'�'i2 94 % I N EASEMENT AREA = 20,918 S.F, (0.48 AC.) o� 0 �N� z=5' - ' 94 ) OO of O C_J 5 4' 42 \ \ \� O \, , �D J II it 11 Z O n 1h rY \ d �_ _ - ^� \ 1Y _4IvT7I o N/F TOWN OF SOUTH \ � I o ''_---- M 1n M Q, II _ - I WINfi' ��` �i '� N74'4 26"yy _ i ) f if S0R 6 10/29/01 PER TOWN COMMENTS MHA v . x 1 UNL.FSS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS PEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008 1 THRU 20-3006 20 OF THE ` N IOCATiONS AS SHOWN, ARE BASED ON AVAILABLE REGULATIONS OF CONMIEC11CUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF ,�„ ©� ,��, 5 tUlOt!Ot PER TOWN COMMENTS BEE fu�'� 'u�'L�uv/� �o(ni'• INFORMATION. AL.L EXISTING UTILITIES SHOULD CONNECTICUT" AS fNIDt7RSED �Y THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED GRAPHIC SCALE - 0 L. BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 07117,1011 ADD PHASE UNES; SNOW UNIT WAU(WAYS, ADO SEVER EASEMENT BEE FROM OTHER MAPS . IIECOTM RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS 40 0 20 40 80 estgn STRA WBERR Y FIELDS a L. HAVING BEEN iIfM1 TED AS WE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE p 2. ALL UTIUTIES ARE TO BE STAKED IN THE FIELD 3 06/11/01 SHOW WALKWAYS TO UNITS BEE FIELD SURVEY YAY DIII L &rofessionals Inc �y �y •��T BY A LICENSED LAND SURVEYOR PRIOR TO 2 06/06/01 NEW SUBMISSION GBS,7BEE I IN FEET I , ! NI DESIGN: GBS/BEE DRAWIV: CHECKED.• GBS g°����`�� �� i CONSTRUCTION. TO THE BES? (IF n1Y IIMONVLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS Nr1TED HEREON __ 3.-THIS-PLAN IS INVALID UNLESS IT BEARS THE 1 05/31 '01 NEW SUBMISSION GBS TO 1 inch = 40 ft �_ t2sS2 Civil Engineers •Planners Surveyors CIS JOB NO.. 00-1280 oA rE 11-17-00 I IMYKt5'SIpN SEAL AND ORIGINAL SIGNATURE I I I I ---..._.-------- -- - I �) �,. A - - _- _.-----_..--------- ----- S16-OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHAiR'� ' ItARTEL LIC No. n so„11' ,nnecticut ;,6. '4 DRAWNG NO.: jIb 12801280SP � 1280_ 70. dwq SUtUTH WINDSOR ` ONNECTRICUT STATION SUPPLEMENTAL STATION DATA LABEL STATION DESCRIPTION S1 7+04.94 END STRAWBERRY LANE TWO -WA' 22+82.44 DZEN WAY AT END OF STRAWBER LANE TWO-WAY S2 8+00.00 START STRAWBERRY LANE ONE-M 12+00.00 START DZEN WAY 22+86.45 END DZEN WAY S3 11+44.94 END STRAWBERRY LANE ONE -WA' 15+73.26 DZEN WAY AT END OF STRAWBER LANE ONE-WAY - - - - 'E81'S3' H I LLSD ALE R OAC \\\\ - �_ �---�-- __ _� N96•o 55'E /ter.- 33"W UNIT 503 T D 11av9' 1g3 50 totol DZEN WAY PUNRM D 29''-aAADE RAINAGE EASEMENT RIGHT TO DRAIN JL1L_ IN FAVOR OFSTATE--AF CT 1. \ T F W- 95.73 \ b \ FF-9s73 uMTto4 FAVOR OF STATE OF G1'-----_ - \\ BSMT-86.73 I STRAWBERRY \ 1 7--Ti--I`i-'-� 1-25- BUF_F_ER PHAS�'LINE� UNIT 203 t` ' - _ _ \ \ - S1KLANE � ) I 'T" I T.F 114.858 w49 - \ - T.o.W- 103.50 85MT- 105-W 18' --ia a In \ 1" 502 Z I I ......I ' 5' , 9 Y. OZEN WAY \ T.F F - 94.00 19 PARKING SPACES D I BSLIT� °a45:o086 f z UNIT 103 60' H I F Z UNIT 202 6 00� I STRAWBERRY I W5D \ \\ '�' 1 ♦♦ _ - STRAL� Rr .-a T.O.W�4.50 \ I ♦\ TOW- ,oz.50 1 F.F - 11456 I ---- .---- -- f I 28.6' ♦ UNIT 501 F.F -Tot SB 89,IT- 105.58 * ' Z 1 � � •� I 11. "' I �� 01 -O & `W &U&ot C 1640 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 x � 4i .;"" AREA CODE 860 i 644-251 1 tiOROR•[nC January 9, 2001 Certified #P462498149 Design Professionals Attn: Peter DeMallie 165 South. Satellite Road Cniith 1lUinriiccnr r-T 06074 RE: Appl. #00-58P, Strawberry Fields Condominium, westerly of Sullivan Avenue, A-20 and RR zone Dear Mr. DeMallie: At the January 3, 2001 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #00-58P -- Strawberry Fields Condominium and Re -subdivision, Sullivan Avenue — Inland Wetiand/Conservation Commission application for a site plan to construct a 43-unit condominium, drainage structures and associated improvements on a 15.09 acre parcel located westerly of Sullivan Avenue (Assessor's map #100, 88, parcel #38, 2) A-20 and RR zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Pianninq & Zoninq Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on January 3, 2006. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. Ail approvals required must be obtained and submitted prior to any activity on the site. Strawberry Fields Condominium January 9, 2001 Page 2 5. A contact person shall be identified on the plans. 6. We recommend a bond in the amount of $30,000 be submitted to the Planning & Zoning Commission for the construction an establishment of the detention basins. The bond will be released after two growing seasons to ensure proper establishment of plants. i. We recommend a bond in the amount or $20,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures 8. Staff will work with the applicant to include the operation ar:d maintenance plan for the stormwater structures into the Condo Associations' Declaration. 9. Vegetative clearing for the walking path should be confined to the aea necessary for the installation of the path. Any further clearing must be approved by the Inland Wetland/Conservation Commission. 10. Topsoil requirements for the water quality basins and Swale will include 12" of topsoil amended with well composted organic matter to 30% by volume. 11. Plantings in the basins and the swale to be supervised by the Environmental Consultant. 12. Have the Environmental Consultant make recommendations on the incorporation of Blue Bird Houses and other birdhouses that may tend to mitigate undesirable d d ddt i st h bt t 0 �C $ � !'ozun. � �•nuth. `11%i,�Ll.�trc � � c7— o t� ¢ 1540 SULLIVAN AVENUE • 54UTN WIND•50R. C( ^60'4 !QLlif2 0� �Jut�i r�z,�o'i [LErNGNE (860)s44-2Rit =4L c 1540 SULLIVAN AVENUE • SOUTH WiNDSOR. CT 06074 y e�Oaoi•co"� TELEPHONE (860) 644251J 8 w August 2, 2001 aT " J NIM August 8, 2001 w r y. �� ' sx r a Design Professionals ,�, ,e CERT[FIBU MAII. 165 South Satellite Road ,�1, South Windsor, C f 06074 Attn: Galen Semprebon i �',' ` ` f"" " _ `•i' 9 " SulLvan Tow•nHornes Lf.0 a ^ J j�� eio Leonard Jacobs, Escluirc - A: 146 Main btroet €� T , "fin. it h +,.r .. ,,� • . Marrchestw, CT 06074 IRE: Strawberry Fields -approval to connect ,� t >> qua? 1rr> _•@ er;,1 r I)eat Attoirv�' J1CObS' " y'' r Dear Mr. Semprebon Re. Appl 01-24P, Strawberry Fields Site Plan and Special Exception y The South Windsor Water Pollution Control Authority, at its regular meeting of July 31, ZOOI ,gave We are pleased to advise you that the Planting & Zoning Commission voted on July 24, 2001 to approve with approval for the connection, of an elderly condominium complex being constructed on Sullivan Avenue, to mahhcations the above referenced application for a Site Plan of Development and 'special Exception to Article the l'own's sewerage system, as more specifically shown on Drawing No. 7 entitled "Plot Plan - moth 2 This approval is for the construction Of o a Site Senior Cando development ec 1l acres on property Strawberry Fields Adult Condominium", prepared by Design Professionals, Inc., South Windsor, CT , 4 located on rite westerly side of Sullivan Avenue and the easterly side of West ilia., A-20 and RR ron� aLc shown Project No 00-1280, dated 11-i7-0(), with revisions dated 5-31-01 and 6-6-0 1, and thawing No. 8, entitled ' . on plans prepared by Destaa Professiona:s, Inc , Job No 1280, dated 616101 as revised_ This approval is subject :Topographic Plan". dated 4-2fr01, with revisions dated 5-31-U1 and G 6-Ul, Drawing No. 1 i entitled f to the following moditicahori5 "Plan!?Toftle Dien Way, dated 5-29-01, with revision dated 6-6-01 and Drawing No. 16 entitled Pump Station Plan", dated 5-31-01, with revision dated 6-6-Olsubject to the following conditions: jcz 1. Pnor to cvnturencerneut of any site work, a meeting must be held with Town Staff:` 2 No buikl"rrg perout will be issued until the final mylan have been filed in the Towel Clerk's Office. !. Elevation is sufficient to handle the complete subdivision and design is such that the line is laid at a 3 Ttus application is subject to the conditions of approval Of the Liland Wetlands Agency,'Coaservation level to allow extension of the line on Sullivan Avenue. Commission, urcludmg a bond in the amount of S30.000 for the construcbon and establishment of the 2. The Town Attorney will approval of the two necessary easements to be obtained, one from the Town detection basins, to be released after two growing srasons to ensure proper establishment of plants: and a and one from the private property owner involved y bond in the atuount of $20,000 to ensure compliance with the erosion and sedimentation control measures. 3. Profile and frost review subject to the technical approval of the Town of South Windsor Engineenng 4 An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.10 of the Zoning Department, Reguiaur�. 4. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the S. rooting drains are required if the building has a basement 6. A landscape bond in the amount of is sewer brie has been installed and inspected by the Town stab; and based upon the written verification ape required and must be submitted prior to filuig 'of mylars• of the Town staff that said sanitary sewer line was installed in substantial conformance with the design 7. All plans used in the field by the developer mus' bear the stamp and authorized signature of the Town of plans previously a roved b the Authority, and meeting all Town re •ulateons and appropriate South w'iadsor P P Y PP Y R b�.. S SouthWPCkids vat a :equired. a technical specifications relating to sanitary sewer construction. M y 9. An easement permitting the Town to cater onto the property for purposes of refuse and recycling services fplans. must be executed, said agremtatit must also include a hold harmless provision. t, 1 j ibis approval letter must he supcnmpused on the final approval 10. tf a State Traffic Conw,suon certificate is recpairel, no building permits will be Issued aritil the certificate Very1V yours, has been issued (per CGS §14-311). Y �rL 'A `r l�" � ' " .• .w�, g: 11. The building street number must be included on the final plan. " a ? , ^ D zi „ . [• k 1; > ,rlr 12, hapaceriag comment, dated July ]9, 2001 must be addressed to the l nguiexaittg Division'! satisfaction t, vy �+. m< ; i, �ri i , �v , • ' r , ti • r' I<, a �' 13 The pextion of the entrance lt,cated on Town land murt be constructed to Town standards,with adequate unobstmeted snow shelf �. i" Th in On, Chairman 14. Air (Upaanoru and Maintenance Plant is required fete ctnbleca streets mainteriurace and drarnaF;e structures. I; , Rater Pollution Control Authority r.. including a landscaping and other stulctures restriction over of drainage structures and accesses m t 5 The love white oak rice In the viCIn1N of 1101 Sullivan Avenue must be protected during cons(ructtnn, with}�yy •_• - ---- - - - T1-i:dd b : f} � .• ° I+e *1 . F .� .e• �'h',' no disturbance within 25 feet. Consnmtion kncing must be installed to enforce the non -disturbance area this must be bone, and in cted the S t of Parks acid Grounds, or to an constiuctiot:t or demolition CC: Matthew C3alligan, Town Manager >3 .,, r� ; � �Q' .• spe by up Pn Y ' , { activity, Michael J Gantick, Director of Public Works_,•. • ,�,�.� � �:� h Tow•n F ineer ' _ l" J t 16 The attached Special Exception form must be completed and filed in the Town Clerk's office. The special Marcia Ranach, Director of Planning exception will take effect upon filing r l John Collins. Chief Building Inspector Black, and white transparent mytars of Shect 47 with the above modifications, togetherwith three blueprint � - Sullivan Town homes, L.L.C. copies of the entire set of plans must be submitted to this Uomauss:on �vitbin =0 days to be starrlped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission44. ruust be reproduced on the mylats I; ?. } (.• . ' ; '•-r a s,� d�;' `� "" a $3''4;14i.,+ After tin mylars have been signed by the Commission, they will be rctumW to you for filing m the Office Of Lice Town Clerk. After filing these plans, a copy Of the receipt must he submitted to the Planning Department �. ", Y } r r + , , �` a ' v a r ;t y r; y +� , r 15 r F i 'd, ';;e4:.' '. ' 8a .. 'n Zir i twlz �;►:! .r , w;.i Very holyyours, >,�J� u. 1 �� 11q f� ,fit �•. +S° �� F r tT �sfi • r'- } . j ' T 1,r�4._. A# .-//� �y� - "al.' ;5" =k' kC 9.'}= ��"�ri5.*n r .i" "• _ L' ` r +�S . 4 c.r,r�7-.Y-C (/C�c.��a- `f Jc.G•A.� �f'.i%•� 4�.'. �:� ,�x'�� �>� ,,'-ruf ���,'4r�i b 1p��•. .4`�5 j� •'si i "� ��t'+Fr%^l Zfll. .y.i.. 'y,�,.. � � ��' .t.:. ' — v �L Walter J Mealy, Chairman{M,'tl,i rr•. Y ' icy r k �5 %. ,.�f . i� Vt`rJ• hV •'/{nT'�^ + •� +r `r Planning and Zoning Commission'AL!n r .�i ;. W WfNVdlt ir' } , a t y� _ _ '}, t�}•. �•k air • i. Ir .rot_ _ '1: : t'. CC' Town III$Ineti - • . - i f ? ,,r ,� _ '" 1 rr - G .y r' ('hietBtuldri Official y9, H.l {' Y '. F , Z. rr ,ti,rpt•.ie'' - - r Superintendent of Pollution Control LL ' • � Assessor fix.' s t-,. i �{; t'.T•; ` >&" �rl stt Fire Nlanhal°Fite r ' _ n f i ,}Ar t 2 VY i -T �[ 41i iK.Y`L� i' Y'�•(..a'+� � 'F. • . 'Y r' 3 I y. 'fir . i LL ^`, Stu -, . My�. ,-►� y ��'�x 6.: r •�'4 yyLy�Y. Insects an prove e some a I Iana ne Ing a I a . Very truly yours,4rpM'rAem ro , ,'- v:..v T• x 4 Y :.•. Vi. M" rY�"s-. i iYY 1.�. �SmM % ti b'!; ,i _.L +� _ _JP ^ �i ".�.., a. _ �. 'd INLAND WETLANDS AGENCY) ffi CONSERVATION COMMISSION /Zv 1 r11 %Ai-,.- 1— f .. •ter " n CIILQ10CIf11 Y C71 C: I, 1.11gll t.JC �V EW:dr/ cc: Chief Building Official Town Engineer Sullivan Town Homes, LLC c i UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS I I OCATONS AS SHOWN, ARE BASED ON AVAILABLE-- 10 NFORMATION ALL EXISTING UTILITIES SHOULD CD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. o rn� 2. ALL UTiL.ITIES ARE TO BE STAKED IN THE FIELD p rn 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 FNGINEER/SURVEYOR NG. DATE DESCRIPTION ;Fx�" 'v it 1 ' g' l fb A`r1,- f ro. 'wtipt � A S' � � �i _ . y �•' a �' i� �', F' It i f 3 C�. I 860 291.8755 1 eslgn rofess�onals, inc. Civil Engineers • Planners " Surveyors ' CIS L!, ..- sateil,te road south wlndsor - connecticut C'63,4 APP�4VAL LETTERS DESIGN: GBS/BEE I DRA WN.- BEE I CHECKED.' GBS " NO.: 00-1280 DATE.• 11— 5 — 01 DRAWING No.: Lobs 11280112805P k 1260_ 70a. c J STRA WBERR Y" FIELDS S lSJ it a 1!e 11 V A N A V E b V U 1Sd SHEET 7 a 17 LEGEND 0 IRON PIN TO BE SET • EXISTING IRON PIN 17 MONUMENT TO BE SET ■ EXISTING MONUMENT $ EXISTING UTILITY POLE 10, PROPOSED UTILITY POLE _4n= = EXISTING CATCH BASIN AND PIPE "---�0 PROPOSED CATCH BASIN AND PIPE Q PROPOSED STORM MANHOLE - -®-'- EXISTING SANITARY MANHOLE AND PIPE $ PROPOSED SANITARY MANHOLE AND PIPE PROPOSED WATER MAIN AND HYDRANT -- R -- ROOF LEADER - S - SANITARY LATERAL -- W - WATER LATERAL --330--- EXISTING CONTOUR - - PROPOSED CONTOUR x33o PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION -------- REGULATED AREA INLAND WETLANDS - - - - - - - SILT FENCE CONSTRUCTION LIMIT D1 PROPOSED DRYWELL Y1 PROPOSED YARD DRAIN - F - FOUNDATION DRAIN 081 PROPOSED CATCH BASIN 81 PROPOSED BAYSAVER UNIT Y1 PROPOSED YARD DRAIN M1 PROPOSED STORM MANHOLE RL ROOF LEADER DRYWELL TABLE DRYWELL TOP BOTTOM INVERT INVERT NUMBER STRUCTURE STRUCTURE IN OUT 1 10950 10483 10800 10800 3 10350 9883 102.00 10200 4 9965 94.98 9815 98,15 5 9850 93.83 97,00 97.00 6 100.00 95.23 9850 9850 7 91 45 86.78 8995 8995 9 8965 8498 8815 8815 11 9400 89.33 92,50 9250 12 94.45 89 78 92.95 9295 13 9785 93.18 9635 96.35 14 100.00 9533 9850 98,50 15 102.50 97,83 101.00 101.00 16 10750 102,83 106.00 10600 17 109,25 104.58 107.75 107 75 18 113.25 108.58 111.75 Ill 75 19 116,80 112.13 115.30 11530 20 116.50 111 83 115.00 11500 21 116.31 11164 114.81 11481 22 113.50 108.83 112.00 112,00 23 10875 104.08 10725 107 25 24 1 1500 11033 11350 113.50 25 102 15 9748 100.65 10065 26 105.50 100.83 10400 104.00 28 110.42 105.75 10892 108.92 29 109.00 104.33 107.50 107.50 30 112.00 10733 11050 11050 FOUNDATION DRAIN TABLE BUILDING INVERT NUMBER AT BLDG 1 102.00 2 91,00 3 95.00 4 100.25 5 8200 6 8625 7 89.00 8 96.50 9 101.25 10 10825 11 106.25 - 12 101.75 SANITARY SEWER PIPE TABLE LINE SEGMENT PIPE SIZE LENGTH SLOPE SMH/1-SMH/2 8" 191' 1.24% SMH/3-SMHI/2 8" 163' 5 00% SMH,/2 SMH/8 8" 250' 6.76% SMH/4-SMH/5 8" 76' 3 88% SMH#5--SMH/6 8" 120' 5.12% SMH/6-SMH j7 8" 250' 5,14% SMH{(7-SMH/8 8" 137' 2 38% SMH/18-WW 8" 163' 1.00% MAP REFERENCES 1 CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR. EAST WINDSOR HILL - WAPPING ROAD FROM THE HARTFORD SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12.500 FEET ROUTE NO 194, SCALE 1•-40' AUG 1933. NUMBER 132-02 SHEET 3 & 4 OF 4 2 CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD FROM WAPPING CENTER NORTHERLY ABOUT 7.600 FEET - ROUTE NO 194, SCALE 1"-40' AUG 1933, NUMBER 132-03 SHEET 3 OF 3 3 ToYM CIF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM HEIRS OF GERIRUDE M PLAGA ANNINO BY THE STATE OF CONNECTiCUT DEPARTMENT OF TRANSPORTATION - INTERSECTION IMPROVEMENTS ON SULLIVAN AVENUE AT THE INTERSECTIONS OF GRAHAM ROAD AND AYERS ROAD - DECEMBER 1996 SCALE 1 500(METRIC) TOWN NO 132 PROJECT NO 132-123 SHEET 1 OF 1 4 BOUNDARY SURVEY - PROPERTY OF LAURA TOMLINSON SULLIVAN AVE. SOUTH WINDSOR. CONN. SCALE 1•-100' DATE 5-27-80, PROJECT 79-149, SHEET 1 OF I BY EMIL W LUCEK ASSOCIATES STORM DRAINAGE STRUCTURE TABLE CTRI IrTI IPF T T C81 110.56 10596 (15" out) C62 110.50 10584 (in & out) C83 110.09 10552 (15" - C82) 106.28 (15- - CB4) 106.84 (8" - D1) 10552 (15" out) C84 11254 107.78 (15" out) C65 99.40 9562 (15" - CB3) 96.40 (6" FD) 9620 (8" - D4) 95,62 (15" out) C86 99 40 95 29 (15" - C85) 9587 (8" - D5) 95 29 (15" out) CB8 89.78 86 93 (6" FD) 86 77 (8" - D8) 8&77 (8" - D9) 8618 (15" out) CB7/Bt 85 60/85.00 8218 (15" - C86) (3K) 8218 (15" - C88) 81.68 (18" out) M4 MATCH GRADE MATCH EXISTING (24") M1 102.20 MATCH EXISTING (24") M2 97.00 95 03 (8" - D6) 93 70 (24" in & out) Y6 115.50 11200 (15" out) C813 116.58 105.85 (6" FD-BLDG 11) 105.85 (6" FD-BLDG 10) 11363 (8" - D21) 110.00 (15" - Y6) 105.10 (15" out) Yi 111.80 10463 (15" - CB13) 108.97 (8" - D24) 108.63 (8" - D28) 104.63 (15" out, Y5 105.50 102.08 (15" out) CB12 108.98 104.23 (15" - Yt) 103.88 (8" - D26) 101 85 (15' - Y5) 101 85 (15" out) CB10 103.50 10055 (8" - D25) 99.95 (15" out) Y2 10365 100.65 (8" - 023) 100.08 (15' out) CB11 103.58 99.84 (15" - C812) 99.84 (15" - CB10) 1DO.52 (6" FD) 99 84 (15" - Y2) 99.84 (15" out) CB9 102.87 99.19 (15" - C611) 99.19 (15" out) Y3 9540 91.68 (15" out) CB15 95 61 k;� 93.00 (6" FD) 91.56 (15" - Y3) "j 91 56 (15" out) C814 95.54 9007 (15" - CB9) 91 44 (15" - CB115) 9266 (8" - D12) 91.44 (15" out) 62 96.85 90.24 (15" in) (3K) 90 00 (15" out) M3 95.75 89.86 (15" - B2) 92.47 (8" -D13) 84.09 (15" out) C620 110.97 107.63 (8" - D17) 100.56 (6" FD) 108.00 (8" - D18) 99 81 (15" out) C819 110.97 99,70 (in & out) Y4 103.90 99.49 (15" - C819) 99 49 (15" - CB18) CB18 103.30 99-06 (15" - Y4) 9984 (6" FD) 95.29 (15" out) CB17 103.30 95.18 (15" in & out) 63 102.20 95.66 (15" IN & OUT) 0 K) 95.81 (6") CE1 - 80.00 CE2 - 8300 CE3 - 92.00 CE4 - 84.70 SANITARY SEWER STRUCTURE TABLE STRUCTURE TF INVERT SMH#I 111.80 99.00 (8" out) SMH;(12 110.55 96.64 (8" in&out) SMH#3 116.46 104.79 (8" out) SMH#4 117 52 104.95 (8" out) SMH#5 114.56 102.00 (8" in&out) SMH#6 108.50 95.86 (8" in&out) SMH#7 96 70 83.01 (8" in&out) SMH#8 95.80 7975 (8" in&out) WETWELL 85.00 78.12 5 BOUNDARY SURVEY PREPARED FOR TOWN OF SOUTH WINDSOR. SULLIVAN AVENUE & WEST ROAD SOUTH WINDSOR, CONNECTICUT 11 NOTE: ALL CATCH BASINS TO BE HATE" 2-12-00 SCALE 1'=100' JOB NO 8"3. SHEET 1 OF 1 II TYPE "CL' UNLESS NOTED BY TARBELL, HEINTZ & ASSOC INC. 6- PARCEL "A' LAND OF ELIZABETH D HAWKINS PARCEL OTHERWISE "8" LAND NOW OR FORMERLY OF CORA E STRONG TO BE AOUIRED BY ELIZABETH D. HAWKINS, SOUTH WANDSOR CONNECTICUT, SCALE 1"-40', MARCH 13. 1969 REV 12-1-69 PARCEL "C" ADDED BY EVERETT 0 GARDNER 7 PROPERTY OF JOHN j WOODCOCK JR. SULLIVAN AVE & WEST ROAD - SOUTH WINDSOR. SCALE 1--40' DATE.5-21 -86 PROJECT 86-42 SHEETS 1 AND 2 OF 2 BY LUCEK ENGINEERING ASSOC. INC 8 PROPERTY OF ROBERT SHERIDAN TRUSTEE SULLIVAN AVENUE SOUTH WINDSOR, CONN. SCALE 1"-40' DATE 8-28-82 PROJECT 82-46 SHEET I OF 1 BY LUCEK ENGINEERING ASSOC. INC 9 DAIRY QUEEN, SOUTH WINDSOR, CT, DATE FEB. 1988 SCALE:i•-40', REV TO 8-4-88 BY DESIGN PROFESSIONALS INC 10. IMPROVEMENT LOCATION SURVEY - RECORD DRAWING PREPARED FOR GEISSLER-S SUPERMARKET - SOUTH WINDSOR. CONNECTICUT SCALE t'-40' DATE 4-1-99 REV 4-15-99 SHEET 1 OF 1 BY GARDNER & PETERSON ASSOCIATES (ON FILE AT THE SOUTH WINDSOR BUILDING DEPT ) 11. SURVEY PREPARED FOR T MARK BARBIERI SOUTH WINDSOR CONNECTICUT - SCALE 1"-20' DATE. 3-12-85 SHEET I OF 1 BY PALMBERG & RUSSO. 12. PLOT PLAN 641 SULLIVAN AVE ASSOC. WEST ROAD SOUTH WINDSOR. CT SCALE 1"-40' DATE AUG. 1989 REV TO 1-15-93 SHEET 2 OF 6 BY FUSS & O'NEILL INC 13. PROPERTY OF PLAGA, PLATT & PLAGA SOUTH WINDSOR, CONN. SCALE 1"-20- MAY 1945 /4514 BY HL GRISWOLD (UNRECORDED) 14 PROPERTY OF MRS GM PLAGA, SULLIVAN AVENUE. S WINDSOR CONNECTICUT SCALE 1"-100' JUNE 1949 BY F PERRY Cl OSF (UNRECORDED) 15 PROPERTY SURVEY OPEN SPACE PLAN - RESURVEY PREPARED FOR TOWN OF SOUTH WINDSOR - WEST ROAD, SOUTH WINDSOR. CONNECTICUT SCALE 1"-50' DATE 2-15-01. BY DESIGN PROFESSIONALS, INC 16, ACCESS & UTILITIES EASEMENT PLAN - RESURVEY PREPARED FOR TOWN OF SOUTH WINDSOR, SULLIVAN AVENUE - SOUTH WINDSOR, CONNECTICUT SCALE 1"=40' DATE. 2-15-01, BY DESIGN PROFESSIONALS, INC UNit C;rWiRWISE NOTED, EXISTING UTl; 'e _JCA T ;)Ny AS SHOWN, ARE BASED ON AVA,LA♦3, s 'NFORMAIION. ALL EXISTING OTIL-TIES SHOULD BE PELD VERIFIED PRIOR 70 CONSTRUCTION. 2 ALi. V T1U TIES ARE TO BE STAKED IN THE: FiELi 9Y A LICENSED LAND 'LURVFYOR PRIOR TO :CNSiRU^.1tON. 'HIS 01 AN IS INVALID UNLFSS IT BEARS THE 6 5 4 3 2 NO 1 J '29. U1 07, t 7; Cl O6 '06, O1 05/31/01 D A TE UNIT ELEVATION INFORMATION FINISH RASFMFNT RFAR FLOOR FLOOR GARAGE UNIT ELEVATION ELEVATION ELEVATION 101 112 48 10348 11215 102 113.58 10458 113.25 103 11458 10558 114.25 104 11458 10558 114.25 201 101.58 9258 101.25 202 10258 9358 102.25 203 10358 9458 103.25 301 10558 9658 105.25 302 10728 9828 106.95 303 108.68 9968 108.35 401 11078 101 78 110.45 402 112,78 10378 112.45 403 114.58 105,58 114.25 501 9258 83.58 92 25 502 94.08 85.08 93,75 503 9573 8673 9540 601 97.83 88.83 97.50 602 96.83 87.83 9650 603 97.83 8&83 9750 701 99.58 9058 9925 702 101.33 92 33 101.00 703 103.33 9433 103.00 801 107.08 98.08 10675 802 108.58 99.58 108.25 803 110 33 101 33 11000 804 111.33 102.33 111.00 901 111.83 10283 111.50 902 113.83 10483 113.50 903 11573 10673 115.40 904 11708 108,08 116. 75 1001 11883 109.83 118.50 1002 119.83 11083 119.50 1003 119,83 11083 11950 1004 118.78 10978 118.45 1005 11878 109 78 118.45 1101 117.83 108.83 117.50 1102 11783 108.83 117.50 1103 117.83 108.83 117.50 1104 11683 107.83 116.50 1201 117.58 108.58 117.25 1202 116 13 107.13 115.80 1203 114.73 105,73 11440 1204 11243 103.43 11210 STORM DRAINAGE PIPE TABLE LINE SEGMENT PIPE SIZE LENGTH SLOPE CBi -CB2 15" 23' 0.50% C82-CB3 15" 65' 0 50% C84-CB3 15" 112' 134% Di -CB3 8" 28' 4.14% C83-CB5 15" 125' 792% D4-CB5 8" 35' 5 57% FD-CB5 6" 48' 11 7% CB5-CB6 15" 22' 1 50% D5-CB6 8" 25' 4.52% C86-CB7 15" 123' 10 60% C88-CB7 15" 32' 12.50% D9-CB8 8" 30' 4,60% FD-CB8 6" 17' 15 00% D7-C88 8" 35' 8 80% B1-CEi 18" 125' 134% MI-M2 24" 46' 0 65% D6-M2 8" 25' 13 88% M2-CE2 24" 164' 5 49% D20-021 8" 21' 0,90% FD(BLDG ll)-CB13 6" 40' 1.00% FD(BLDG 10)-CB13 6" 30' 1 00% D21-CB13 8" 27' 4.37% Y6-CB13 15" 101' 1.98% C813- Yt 15" 95' 0.50% D24-Yl 8" 73' 6.21% D28-Yl 8" 59' 0.50% Y1-CB12 15" 79' 0.50% Y5-CB12 15" 45' 0.50% D26-CB12 8" 23' 0 50% C812-CBll 15" 146' 1 38% D22-D23 8" 100' 4 75% D23-Y2 8" 63' 10,48% Y2-CB11 15" 25' 0967. FD-CBl l 6" 46' 0 50% D25-CB10 8" 19' 0.504 CB10-C9I1 15" 21' 0,50% CB11-C1'9 15" 58' 1.12% C89-CB14 15" 210' 3,39% Y3-CB15 15" 21' 0.57% FD-CB15 6" 42' 4 76% C815-CB14 15" 24' 0 50T. D12-CB14 8" 34' 0.85 % CB14-62 15" 60' 2.00% 62-M3 15" 10' 140% D13-B2 8" 48' 1.13%, M3-CE2 15" 78' 1.40% D19-D18 8" 68' 5.22% D18-CB20 8" 76' 4.93% D17-CB20 8" 20' 0.60% FD-CB20 6" 39' 0.50% C820-CB19 15" 22' 0 50% C819- Y4 15" 42' 0.50% Y4-CB18 15" 86' 0.50% FD-CI318 6" 32' 0.50% CB18-CB17 15" 22' 0,50% CB17-B3 15" 12' 1 00% B3-CE3 15" 15' 3,40% D15-Out 8" 70' 10.71% D11-Out 8" 70' 13.57% D14-Out 8" 70' 7.86% D16-Out 8" 90' 278% D29-Out 8" 110 3.64% D30-D29 8" 80' 3.75 .\ _ �------------ � ,_ F ET \ __ 2 \ , \ / LA. ca w8 SIDE YARD T 1 0 , W 1 D �\ 1� - \t 1 7} z'`6.8® z117.0�` _ x 13.08 w7 / \ h -� w1 t, \ ! UNIT 9Q1 NRM. NRM �tt7sD \ t I T i .WE WAY \+ T O.w- ilt 5 r._ w11 - y 1�R41 J FF- IIIIZ3 UNIT 902 UNIT'903 xil - II` I C��I D 0µ�►� 1., t \♦1 \ W 1 j W 1 7 \, °° 1 D h- z BSMT. 1o2.8J� TOW- 11 ATS DZEN WI�Y 7 t 3 TO .,W- 115.6j 904 1 118.60 \ 1 ', / ♦ y l I \ / ' l i I D � F.f - I,573 OZt?I VIAY UNIT EN toot , x117. s \ 1 1 \ VNIT 604 BSMT. I' T 0 W" t 1Y 00 7 \ r' B$MT- 106.73 DZEN WAY 1 DZEN WAY � ( / F F . 117 08 x w13 w14 \8 75 Tow-in3 ( i BSMr=to4.oe s FF-,1a.e3 1 T. F F - 11&93 lI \9 OSMT- 102 33 D ,+ BSMT- 109-83 / O w12 W18 .. if W 21 , 7 ' ` ` ' „ 7 x Y8 x I t 17 1 i w_0 1 1\ 13 W5 ' / ;� \ OIWY 70 9 10 0 10.85 ag 6 i4 I UNIT 1002 0. / , 1 i W_ -ZEN410 25 V \ -�' 1 ��6 T.O.W- 119A75 t1 FY: fIIO. 33 1 850 0 x ,t \ , i y OWT-1101 33 ` - F.F. 119.83 1 SMT- 110.83 1 , cn \ cn 1 p y I x 1 III \ UNIT 502 - I r: DZEN WAY ' 15 W 23 f / UNIT 1003 A \� \ w24 _ \ �.� ` r.oFw- ice S58 1 , DZEN WAY II Z 7 / I w2rJ `, T- 99 38 + t 00 x1150o + T,O.W- 119.75 , •P aC � "� . \ 1 L��i 1/ 7 03 s SM 6 3 BF.iY- ii9. xn6. t� N uI41T 801 i .8111107 EN WAY ' '.UNIT 1004 -C l x118 2 �' l i 7o.Fi1'a ioi.o�MH6 i\, � I r DZEN WAY '1 , w `O ♦ ` 1 e r- 98 oa / t 15 � r P w• 118.70 8 T- 109 78 ai�o i w2 7 017/,�5. `ARM --1 \\ It \ © 1 G r / s 1 W28C. �''� `� � t �1�� `` 1 1 0►NT 1005 03 J t 1, V V1MY- 109 28 - T.o W- wA�o �° - - �3 surnATMBE3R-RRY \ t8o FF-1t 76 ` f! CO ;�O \ , -S . LANE ♦o` �,-"� J J \ `i't - \ - / \ \ O TOW 114.50 1I IXJ its 2 l , F.F = 114.58 i 85MT- '4 T- � i, / �\ ^\ \ \\ -> R,y D �`/ _ � \ a 5' � ♦ UNIT 402 I: \ � � L D uNF2M x116�\`I, , P �36 UNIT 703 I 4 S' STRAWBERRY i } WAY / \ T DZEN 103 25 / 4 B O T.O. M1112-70 0 J 8p :1j� `\ - \ Y 115 50 ` II t `\ ('.F - 10333 / / F.F.- 112.78 , i ` `\ CB1 I / BSMT- 94.33 ' i C 17 - F �SMT- lOJ.78 1 t 2 25 1 w 2 9 RL "13 '1 i o 2 w NRM.. I1 i - In � . \ D U w31 �i' 0235 / STRAWBERRY \ ttJ LANE z115.90� W3. W30 S - TOW-10 1 1101 ' - 1 �iJMi 702 � '�.\ � ° FF. 110.7QQ +7 . ... Y1 ,'\ � 1 � / - - 'DZEN WAY •, K, b x1pQ. O SSMT-1o17a .9 ^p I 1 . /��, uNlt nol 11 i ,', ndoned O.W. to, w34 l p /emir- 9z'3a + cfl + ' ' \ ! T.O.W�= IwA75 C OU{�SJ� /_-_�""_.--- -=-T 17 Otl F F- 117.83 ` o U tf v�, UNIT �01 _ / D D S H 3 x1,6 2'� Ijj o ad IDZEN WAY ♦ T 0 W- 99 56 '1 0 4 BSMT- 90 58 �'mc d °° ` UNIT 1201 $ UNIT -1•f02 it DZEN WAY `QZEN WAY J _ , T. T�1ae.S8 � r.O.YV-117.7'S � xt16.50 ; �9� S, UNRM !� F F.- 1,7 58 III I es►ir- toe `z�y' ,♦ _ D O �Y a 2 I QD 8 UNIT 303 '`� '" ' UNIT 1103 y STRAWBERRY / \ UNIT 1202 W _ _ -1 DZEN wAY ! IVVJ 1 LANE \ \ D-�pT�' WAY -'-�_ J T.O.W- 117.75 I z'16.25 gOD ' \ (' `- ` __ _J_ ` -"�` O♦ -._ � / I __ ,� \ T O. W- 0960 7 85/ T.F _ 118.05 1 t 5 00 ( F.F.- 117.53 BSMT- 49.68 K707 9,3 t16 13 15.3, i x115. BSMT. 10&83 , N - - -is f w3, W. `�\\__ 8 t1 +'`#7 S --- -- Y5 $ w ---- -S- S- �e I ll ` .,\ �o v _ , `` f 11N11 1203 0 ' CJ O - - - - - \�r38 ^� , w40 UNRM D { \ z UNIT 302 �0660 ,, / \ OZEIl WAY "? yy oved UNIT 1104 , t Z STRAWBERRY Ir TO.W-`t465 l 16.08 DZEN WAY r ' 1 6 LANE F.F.- 1 4 73 17 ` T.O.W. 116.75 (I Y 1 11 Yi'1 T.0 W- 107.20 .56 \ 1 BSMT- 1 73 1♦A t, F.F.- 116.63 I '0 \ UNIT 603 F.F.- 107.28 \ , y-`--BSMT- 107.83 \ ( �♦ DZEN WAY T- W28 Tow- 97 87.51 F / - \ - S_ - -- -- ' 1 4 x115.50 W w42 88.83 1 1 \'.` -S x104 ' „ 90x I ' ♦ \ �� tJ \ / S 1� .5 \ x O4-d3 ,f UNIT 1204 vWAY ' \ t \ t• 3 L ''\ STR�i1M�E Y rA I23C11 Y- 5 \ _ 0 NRM j "„ she ���•••--- \ \ Ff - 172.43 xI, T.O.w_ 105 SO BSMT- 103.4 I y 1 T- 105.56 \ l r x113 50 r-- 114.00 /UNIT 602 g�\1 96.58 ` Ofs 5 G- x1t4.50 1 \ i ---\ \ \ \• 1 7 // DZEN WAY ♦ '\ \ 0 1'T TO. W- 96.75 ♦ / ".j T .. i � - - \\ F F.- 9683 - S \ ` \� \ ♦ NR4, D ' \\\ BSM T-8783 x9 C�` / \ ,\ UNIT 601 y7 .90 x96.40 ', �_'- •� / �.� \ r t T A - \ b O •-,, �584.0 }'.3 w44 / w43 I i T0W-N 77 \ 1p \ „' N / t �0 1 2380.00 9 5 x 11 Y g { tT j Bs►iT- s's.83 `, x96 7c \, O ' Y2 / y f o i' O '� �!'. b O� SULLIVAN x96. ° El�r r AVE.� \`\ OPT x97.25 \ \ _ _ o SEA o? �N/F MESSNER, F� w45-� >>. ` Y \\ SUNRM 1 i " 7.4 e O� / m 7jz* �S r i JACOUELINE W I `� 1127 NSF 80•00, \ / c ={ - - I ; CLAUG,ANGO OJOHN w4r_ J� ` _ ` - ` \I SMH#8 ` Z 1V WA \ AVENUE SULLIVAN I D/A A. \ JR. D M N T \\. ♦ \�- / � - \ \k.QYiQtr 94 �`- \ 7 _ \ \\ UFat 503 I T G J l R 'W�p.SO' fOI �'+.. w48 \ \ DZEN WAY .9496 UNRM D I ' 4 _ I d F'AVO �OF 15TATE OF EMENT \ ' o W- 05.65 I H T \ `IjRA4N 1_W�r _ -, F.F - 95 73 - tti� 1 ( l�lJ UNIT 104 , STATE VF CT _ n L - ■ - •.`� `1♦+ \\ ' .. \` 8SMT- 86.73 ` UNIT 203 1 ` I I STRAWBERRY 1 r - - �51 pl �F Crr-. \' `f ■ \\ , I I I T.O. W- 114 y., "LANE �STRAW9ERRr' \ / •15 `=�_ Ci"� w49 \\\ �y. I To LMoz0 102 60 \ 0� o MY:'t(is.55 I / 18' I BSMT �9'm '\ �pIII /__ !I') tot I `i UNIT 502 W �'\ \ iL \ lLJ I / S' i L0 1 DZEN WAY i , _ ' 9 "- CON TOR LOCI EXI T. T.F F = 94.08 1 -� _ _ - �'• Ej __ --_ r 7 O I I I TE N \ \ \ f f - 94,06 _ W "Z+ II 60 �_ SANITARY SEVER CONNECTION , \ UT- �� 7 _ z UNIT 103 / / 19 ARKING SPAgESI ABANDON EXIS SEPTIC SYSTEM I \\ \ 3 z t1N1T 2 ' STRLANERR INSTALL LAT. CyMIN. 2% SLOPE ,\ `, � \\ �- Z STRA RY ) '! � LANE r i I w5O \ O L E 0 x10t.00 i /�.� T.O.W- n 50 I I '�-�\ \ T O 102.50 I F.F - t t�y1'58 / I� 1 �\ ♦ `- UNIT SOt x 1 F.F - 102.58 ^ I T- tOS.,Sb / L Q ` r' i I �\ / _-_ I 2 .6 1135 SULL. AVIE \ \, DZEN WAY \ 6�0 L BSMT- 93 58 1 W ;' T O W- 92.50 ♦ ry 1 > \ S`\ QF - 92.56 - EXISTING HOUSE ; \ \ BST_ g3.58 _ IfWIRN IT 102 _- - TO REMAIN 1 S;4A' RRY ,2 60 `\- L_ 25 SIDE YARD \ \ \ \; L ` u t 201 w r. .w�n3,50 =-- 1 C.O. 1 r - -__ D ,� g STRAWBERRt I F4 ns.5a �j E NG SHED AL 1 C _ i 9 81 -. LANE I T-.. 104 58 l - ----- -� 1 CEO \ D �° B81 I T.F I., f I ` `4 \ l \ E R ' 4 SH 1AJMBERRY % ` I ' / x n.73 EXISTING \ I \ � 26' F.F 112.Ia I �' 1 '♦ ,� 1 -- ' \ _ ' f-�• o esM�. to3.4q/ 50 BARN 122 1 v52 I �t\'•t 4 ��_- _ ( 1 I TO BE \ Ct-- - - I _ Ff I CONVERTED 116 �- J C86 ' I '� 8�_ - -,�;� -� p Q ! ( INTOCIL 1 a oo I �"� 1- _ ` _ ``\ ®l -- _ - _ F� D 11 1 COMMUNITY \ FORCE I -"� S8 27 \ 4 _ HALL _ C< C ' BLOCK MAIN `J` n SANITARY m� 6 °r'q���i°; It PUMP 150 44 ram-- 5 sr f- I 1 o �@ S•T' J ` c Rq3 P� gM ` STATION I •__1' Si YAl?O CB3 �� \ \ 00 0j '� j{' ��I� �`e¢ �11F (D(RECT GENERATOR ,TO .� t f _ _ 1' Q 1 i BARtt Fc = -Al I I c" z i piT q,,.. NFL,'%,� HAUST TO SOUTH 5� 4 + 4 o `27 3 �- ` - c -�I t J 80 I cn I gORCE MAIN ` \ BUFF _ / j & 2 20.63 !- ~' ' .°atti'b �=�j S ,LJp• �a 1(9 \ 61.97' q�n /, 4' ��Z116ww 9� Th.�. \ 1 �\ -- _ I N6 47 f 1 �' ACCESS & UTILITIES EASEMENT FROM \'' / i �1>- 10 9 �� ` - _ i ti �. , TOWN OF SOUTH WINDSOR IN ,FAVOR I 54422 �Q' OF SULLIVAN TOWN HOMES, L.L.C. N :L M1 I ° ��\ ' I ->�q °ce ��`��_�` /� a0. p O j NOTES fV /F Tr, t i,. , _ .,, c _ I_(� - L AS E M EN I AREA = 20,918 S.F. (0. 48 A C.) O � O � }N � ,c `D I I I 2 ALL MONUMEPERTY SN N AON FOUND OND R SET IS DEPICTED HEREON I V YVIN OF SOU TH WIlV pG� \ � - i� �� \ ORCE 0D of o_ C IIY o o �SOR '� -�_ ' - noac 1 MAIN \ 3. FLOOD ZONE TAKEN FROM FIRM COMMUNITY PANEL NUMBER 090036 00048 _ _ 3 ZZ r ZONE O o^ I O c EFFECTIVE DATE MAY 1, 1980 w �V p tl 11 I Z O M M 4L J u 4 WEST ROAD STREET LINE ESTABLISHED B r EXISTING MONUMENTATION p _ q ` �• P. y M O ON BOTH SIDES OF THE ROAD AND HOLDING A CONSTANT WIDTH PER MAP REF 12 r �J -- ----- -- ---- -- -- -- - - i M �' 5. PARCEL LAND AREA IS 2 446,850t S.F OR 56 17t ACRES 7 t-- W 1 !!- 'COMMENTS x i II II II II I O 1 S 00 W 6. PARCEL A LAND AREA IS t5 553 ACRES � i � � � Y', ♦ ____ - � t PER 10WN M1t•A IY �I- I � �' REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WiTH SECTIONS 20-300b-1 THRU 20-300b-20 i r ) g;' Compilation Mop Prepared For. SHEET PER TOWN ::c»,IMENTS MNA 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 ■ �'OpO�Q (� ��p c[`� PER TOWN COMMENTS - BEE SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 40 _ _ 9, es�gn aJtra Wherry Fields PER TOWN :OMMENIS. SHOW SAN LAT To N/T GUTANGA5 BFE TO THE BEST OF MY KNOWL A BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. `r �--��- �- ) ' ■ A NEW SUBMISSION G85;'BEI, NEW SUBMISSION GOS 9E' DESCRIPTION B) RICHARD P MARTEL SITE ENTRANCE FROM SULLIVAN AVENUE I IN FEET) rofess10na1159 1nC■ DES/CN-' GBS/B££ DRAWN: BEE r H£CK -D. CBS Sullivan Avenue 12882 1 inch = 40 ft --------- Civil Engineers -Planners •Surveyors CIS ✓OB NO.' 1280 DATLe• 04/26/01 -- LIC. No South Windsor Connnecticut � ccir nec!i ,t DRAWING NO jobs k 1280 `1280SP\ 1280_8o dwo M I LEGEND —,\ ----------- wit, '�I� WINDSOR DEVELOPMENT COr,x. ,��' -- - _ \\`,._•�� .� N8 T03'08 15' 1 IRON PIN TO BE SET — _ _ "`,;:'t ■ EXISTING IRON PIN ""`-----------.._•.__ _ I P N/F BLANCHARD & ROSSETTO ENTERPRISES 4 i< o / t------------- . o MONUMENT TO BE SET -------------------- �\ 20 W�_.,� �i°; ■ EXISTING MONUMENT --------------------------------- �� N8247674' ---' - -.--- l `+ s -� EXISTING UTILITY POLE w10 / !7\\ _ 25' BUFFER `ID-) PROPOSED UTILITY POLE _. \ --�"_--`' _ ., ,_- '_------- --�_ ------ _ - CID,Y Y ?D - / - 1 - --- - - _ -- - - -'--..-__, - fit-- -- -�, - - - - - - - - - - - \ Cn PROPOSED WATER MAIN AND HYDRANT w - .� -- fit--- _- W8 _ - --- — 25' SIDE YARD 1 w10 a Xt , / / - S Oa NRM. ® DUMPSTER PAD w J , - /��� w16 L - UNIT 901 NRM. _ 1 ,� / _ r'� DZEN WA, �, 1 _,� - ---- REGULATED AREA i / wtt \ R�, FF_ „Ia3 UNIT 902 UNIT 903 3 D j *„gam 11 11 r CC viY 1 (l ! T.O.W- 111 75 RM UN _ }? r- z 8SMT- 102 83 DZEN WAY -�` / '� w 1 \ I I / ( TO w- 113.75 DZEN WAY UNIT 904 i'.. F.F - 113.63 DZEN WAY UNIT 1001 fir, �- INLAND WETLANDS wt j UNIT BO. f I BSMT-)04.a3 Bs+,FT=i'°'ij TOW-„7Op DZEN wAr 101? 1 ' { \ � / l o w- 115 65 �{ t taw I DZEN WAY [] n,^ �. F.F.- 117,00 ' + T.O.w- 118.75 1 40' SETBACK; FROM ROADWAY CENTERLINE �/ / Tow-,,, 2s /' =7 8SMT_ 10&08 6 / W 13 W 14 '� /A I F F _ I11 33 F.F - 11843 BW T. 1U2 33 9c4 [) BSMT_ 109.83 1 �" -T-- PROPOSED 8" SANITARY SEWER LINE AND MANHOLE'' / w12 W18 0 „79 *,Boa 1 11 1kI„ '".� w2 / { t--5 PROPOSED 6" SANITARY` SEWER LATERAL / w`1 w20 t' I .sy,., / w5 / UNITIS03 7O� T0.30 ` 'Q B3 UNIT 1002 1\ � ; *;, - - - PROPOSED 12" WATER MAIN 1'' 1�' f / DZENI WAY J 1 " 6 T L_ 1 ' DZEN MAY 1 1 N �"I tI ` �>. / T O w_I110. 33 109.50 x 11 S l -f F F ®,19.83 G � 19 Tow-tt975 1 ' PROPOSED 8 WATER MAIN f / �---� 1y BSMT=1101.33 St Y.', Wn 8SMT- 110 83 6 —W PROPOSED 1-1/4" WATER LATERAL / G Ir 80, I ,09. DZEN WA, / UNIT t003 1 '� S viP` y y9� x 'A R3++7PP1 tRF _.'` �8, �,aT .'} n t= T ,�¢ r wiz t r} f,. > I w 3 To.w-1oe5o I n �{ ,�,- �/ DZEN WAY r M •t 1 y e ,` 'y .. �t .#:, -' g T S4 -_ tt F.F.- 108 58 p 4 MT- C 20 f ao i x 115.00 TO.W= 119 75 lid 1 D 5r , k•rf ;al',�_,:� ; .� ,"j�,-.. t;- yt ,r.,. y.+`,,.. 1, _ / / W�5� I +' SM 6 3 ' " FF-t1983 ':4X' r- •i �'Y '' 3 , W.'/ ` BSM T_ 11083 t NOTES dA,1i.��. sr '•r4� r.� tir[ A''ra :' °j _+'S' k .i, f + // ' - _ - - / OJ *, 1 ALL MONLYMENTATION FOUND OR SET IS DEPICTED HEREON _' t' �+ �, . c ° ' s UNIT 801 / a1 n 2 PROPERTY IS IN A-20 AND RR ZONE : } -?1 �a 1 ' 't' 7 "�i r � DZEN WAY / C3 ^SMH i TO.W- 107 / 9 3 FLOOD ZONE TAKEN FROM FIRM COMMUNITY PANEL NUMBER 090036 0004E - a s 'T ! F F _ ,07 OB / \ so _ UNIT toc 4 C 1 EFFECTIVE DATE MAY 1, 1980 ;t `i .' c ; / BSMT- 9806 C619 DZEN WAY o TO.W- t1870 1 4. NEST ROAD STREET LINE ESTABLISHED BY EXISTING MONUMENTATION ` , / w_ F' JJ . 7 -S FF- 1,d78/n, ON BOTH SIDES OF THE ROAD AND HOLDING A CONSTANT WIDTH PER MAP REF j112 " y , / �a L S S _ MT- 109 76 t f n 5. PARCEL LAND AREA IS 2.446,850t S-F OR 56 t7t ACRES / %yq YY CT'. 6 PARCEL A IS /S.SSt ACRES OR XXXXX S-F. f €4Fw28d rfRCOURSe r'�RM D tl Jr R .:. \\ r I _ �.t' / a Y4 v 1 MAP REFERENCES. 4�1 'A {l z t .:., .. ^ Ma s' r ., / I ,s #4 00 s I t 1 CONNEcnCVT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP r / w28b yy28C ' UNIT 1003 1 1 TONAV OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPHJG ROAD RL D DZEN WAY ' 1 FROM THE HARTFORD SPRINGRECD ROAD SOUTHEASTERLY ABOUT 12.500 FEET j / w 8 I 8 / UNIT 403 rFT 1,18.78 t ROUTE N0. 194, SCALE t'-40' AUG 1933. NUMBER 132-02 SHEET 3 k 4 OF 4 [� Q CE3 ` / 1 p STRANBERRr x tB'. 8SMT. i109 78 1 LAN W ' 2. CONNEC11OUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP j / \ S TO.W- 1E 4 50 „7 DD 1 TOWN OF SOUTH WINDSOR. EAST NINDSOR HILL - WAPPING ROAD / FROM l `` F F - 114 58 ' t NO 194, SCALE WAPPING CENTER 440 UG1933 NORTHERLY NUMBER 13ABOUT 2-03 SHEET ROUTE33 OF 3. � ~ / ti / \ \ / \ hR�.,/\ '� r f w ,9 BSMi- to3 58 o 3. TOWN OF SOUTH WINDSOR MAP SHOVING LAND ACQUIRED FROM ' L�/7 /�/ `\ \ \, D j / s� UNIT 402 A 1 RL D VNR1A +10.� 111 HEIRS OF GERTRUDE M PLAGA ANNINO BY THE STATE OF ! / UNIT ?03 STRAWBERRY l�� *1 500 1 CONNECTICUT DEPARTMENT OF TRANSPORTATION - INTERSECTION DZEN WAY / B3 LANE 7 ` J80 p, Y 11 1 2 T O. W- 103.25 / 4 T.O. W- 112.70 IMPROVEMENTS ON SULLIVAN AVENUE AT THE INTERSECTIONS OF / / �9j� ' FF- 103.33 FF- 112,78 O CB1 I 1 GRAHAM ROAD AND AYERS ROAD - DECEMBER 1996 SCALE T 500(METRIC) / ( ss y SSMT- 94.33 j C 17 RL MT- ,03,78 11225 x1 O 1 0 11 TOWN NO. 132 PROJECT NO. 132-123 SHEET 1 OF 1 / _ I - J 13 F, 4, BOUNDARY SURVEY - PROPERTY OF LAURA TOMLINSON -_ Q~ ,�- PS 2 -� /CET\w �n., F ,� T 1, IT 401 SULLIVAN LLI 5-27 AVE. ASSOCIATES TETH D501 CONN. SCALE t`- Y / / / / w33 w32 W 31 • 41 ���'/ } P`'� ��, \ STRAWBERRY D 'UNRM --- _--�-_ r OATS 5-27-80, PROJECT 79-149, SHEET 1 OF t BY / 3 1 / , S / T.o.w_ 110-70 1101 1 /UNIT 702 F.F- 110.78 Y1 I 5. BOUNDARY SURVEY PREPARED FOR TOWN OF SOUTH NANDSOR. � / � /DZEN WAY $ BSMT-1017a � x+D99 $ a andoned, SULLIVAN AVENUE h WEST ROAD SOUTH WINDSOR, CONNECTICUT ! w J UNIT 1101 TO. W- 101.2 11 DATE 2-12-00, SCALE 1"-100' JOB NO 883, SHEET 1 OF t n / - _. _ _ - F F - 101 33 \ } DZEN WAY h OU Sc� 75 BY TARBELL, HEINTZ & ASSOC.. INC 7 J - - BSMT- 92,33 k Q TO w- 117.d fry �. w34 / / ,00 �S `47 Q tiq NR 15 :,,D1t BS►1T-10883 `1 /�"•�-��-- (J O W F F _ 11763 .t C' b 6 PARCEL "A` LAND OF ELIZABETH D. HAwKNJS PARCEL ,� / / w35 '/ 7- /� / v 'Y ' c� uuZ 1 r moVQ'd "B" LAND NOW OR FORMERLY OF CORA E STRONG TO BE Cl) / J AOUIRED BY EUZABETH 0 HAWKINS. SOUTH WINDSOR / f CONNECTICUT, SCALE 1"-40', MARCH 13, 1969 REV / F 12-1-69 PARCEL `C" ADDED BY EVERETT 0 GARDNER. ` 7 PROPERTY OF JOHN J WOODCOCK JR SULLIVAN AVE WEST ROAD - SOUTH WINDSOR, SCALE 1'-40' DATE:5-21-86 / s` PROJECT 86-42 SHEETS 1 AND 2 OF 2 BY LUCEK ENGINEERING i w36 ' ASSOC INC / 8. PROPERTY OF ROBERT SHERIDAN TRUSTEE SULLIVAN AVENUE „Lh SOUTH WINDSOR, CONN. SCALE 1'-40' DATE 8-28-82 / PROJECT 82-46 SHEET 1 OF I BY LUCEK ENGINEERING ASSOC. INC 9 DAIRY QUEEN, SOUTH WINDSOR. CT.. DATE FEB. 1988 SCALE: 1`=40'. REV TO 8-4-68 BY DESIGN PROFESSIONALS INC.- 10 IMPROVEMENT LOCATION SURVEY - RECORD DRAWING PREPARED 4 FOR GEISSLER'S SUPERMARKET - SOUTH WIWSOR, CONNECTICUT �+ i y ; t / w37 s SCALE 1"-40' DATE 4-1-99 REV 4-15-99 SHEET 1 OF 1 BY w39 ' { A GARDNER & PETERSON ASSOCIATES (ON FILE AT THE SOUTH + WINDSOR BUILDING DEPT.) ' ;�f' / / / — _ w38 yy of 17. SURVEY PREPARED FORT MARK BARBIERI SOUTH WINDSOR CONNECTICUT -- SCALE V-20' DATE: 3-t2-85 SHEET t OF i 8Y PALMBERG do RUSSO 12, PLOT PLAN 641 SULLIVAN AVE ASSOC. WEST ROAD SOUTH WINOSOR. CT SCALE 1"-40' DATE AUG. 1989 REV TO 1-15-93;� SHEET 2 OF 6 BY FUSS do O'NEILL INC, / 13 PROPERTY OF PLAGA, PLAIT &PLAGA SOUTH WINDSOR, CONN. ' ( SCALE 1"-20' MAY 1945 #4314 BY H.L- GRISWOLD (UNRECORDED)y?� — 14. PROPERTY OF MRS GM, PLAGA, SULLIVAN AVENUE, S WINDSOR 6 a \ CONNECTICUT SCALE 1"-100' JUNE 1949 BY F PERRY CLOSE (UNRECORDED) , a`+1541 15. PROPERTY SURVEY OPEN SPACE PLAN - RESURVEY PREPARED FOR TOWN OF / SOUTH MNDSOR - WEST ROAD, SOUTH WINDSOR, CONNECTICUT j SCALE 1"-50' DATE: 2-15-01. BY DESIGN PROFESSIONALS, INC 16, ACCESS k UTILITIES EASEMENT PLAN - RESURVEY PREPARED FOR TOWN OF / SOUTH WINDSOR, SULLIVAN AVENUE -- SOUTH W►NDSOR, CONNECTICUT SCALE 1"-40' DATE 2-15-01, BY DESIGN PROFESSIONALS, INC. / ! � w44 f w43 NOTE. ALL SANITARY SEWER LATERALS SHALL HAVE AN INVERT AT THE FOUNDATION / _ �_ 2.5' LOWER THAN THE BASEMENT FLOOR. \ w45 I \ , SANITARY SEWER STRUCTURE TABLE STRUCTURE TF INVERT SMH#1 111.80 99 00 (8" out) SMH#2 110.55 96 64 (8" in&out) SMH#3 11646 104.79 (8" out) SMH#4 117,52 104 95 (8" out) SMH#5 11456 10200 (8" in&out) SMH#6 108.50 9586 (8" in&out) SMH#7 96 70 8301 (8" in&out) SMH;l18 95.80 79,75 (8" in&out) WETWELL 85.00 78.12 ,ET AlSITE ENTRANCE FROM SULLIVAN AVENUE CB `� FaRGE i MAIN - S7 R1T Y T w N89.46'25"E i 61 97' ACCESS & UTILITIES EASEMENT FROM TOWN OF SOUTH WINDSOR IN FAVOR OF SULLIVAN TOWN HOMES, L.L.C. EASEMENT AREA = 20,918 S.F, (0,48 AC.) 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE. INFORMATION. ALL EXISTING UTILITIES SHOULD 4 10/30/01 PER TO" COMMENTS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. w 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 3 to/29l01 PER IowN COMMENTS 2 t 0/'01 /01 PER TOWN COMMENTS CONSTRUC LION. 1 07/17/01 ADDED SHEET 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE i udTi n���.QiATiON 1 Vr T'rE. TTI1VrEJJIVNAL EIYGINECn/SUYNYL'UUR w. 1 I w 49 � l I •�� \ \ � 85MT- 83 -- \ , J STRA1WT 201 MPRY Tow- 10, so w51 CE1 �_ esF-F - 9258 60 8 } —� SANITARY S,y �` �.,E PUMP STATION PFCT GE:NFRATOR ?0 1'�••7� I /HAIIS' ';) SOUTH) w w53 00 Lc��.s Q��,,,1►.� 1ss(_/� R O O O r Z v C r rM d O Z IM In FM O�I> M N 8 d � J H THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20- 3008-1 THRU 20- 300E-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 MHA 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 MHA FIELD SURVEY MAY DISCLOSE.. BEE TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. BEE 12882 R Y F RICHARD P MARTEL I IC No 3M,54 42 25 N/F TOWN nF SOUTH WINDSOR GRAPHIC SCALE � ----- - 10 -._..40 80 IN FEET ) 1 Inch 40 ft, x I r---r x UNIT 1102 1 DZEN WAY I TOW-117. 75 _ I!I •�s F.F - 11783 MT- 106.83 --I--/ 1 1 � 1 I JNIT 1103 DZEN WAY I TOW- 1775 I I W FF-11783 1 1 85MT- 108.83 I tV z r j I 4 M _ � rq -love „ UNIT 04 -- �.�re z h DZEN WAY +ti )N TJ'N-11675 g� F F_11683 BSMT- 10783 r 1 i xtt5 50 _ T xNR►� shed � / to be removed ,- _ 0 0 --.58 35"E N 112 3 80.00' o SULLIVAN t AVE.' N/F MESSNER, JACOUELINE S� rfi 43 1- - 80 00 CLAGOtANG 1 AD JOH OS ---- _ . - ` c4� AVENUE OI,A A. N JR. & ,o 0 X I __ -moN81 -" w 193 50' (total)' -25- BUFFER PHASE LINE`-- utj5r -�r) ' I 9 I'- Y. CONIRACiOR TO LOCATE EXIST SANITARY SEWER CONNECTION. 19 PARKING SPACES Y ABANDON EXIST SEPTIC SYSTEM INSTAL, LAT. O MIN, 2% SLOPE. I I -- � 11 28.6' i 1135 SULL. AVE. T' ( EXISTING HOUSE 1 __. TO REMAIN �) .XI NG SHEDS I I r0 PE R J ' L,---- I I I I --vim t I I 1 1 MTOLO` V pLQII esign r o f e s s i o n a l% inc. DESIGN- GBS/BEE ORA IV CHE-CKED CBS I Civil Engineers • Planners • Surveyors GIS IoB No.. 00-1280 DAW 07117101 L"RAWING NO. /ODS \ 123U \ 1z805/' \ 1LU(l 9O.dm SEE, SHEE 16 OR ADDITIONAL UTIL`VTY IM ROV MF TS 5' WHITE OAK -_--PROTECT EXISTING OAK FROM DAMAGE DURING rONSTFUrTION vu - .. ir. t,z:-.. HILLSDALE ROAC � A STRA WBERR Y FIELDS STLJLLRVAN AVENUE F M It, *\1 \ . '1 11 \ 40K N/F SOUTN-,,WINDSOR ......... VELC �� - - ( ` , `�; ti ........... b C N 8 7-!QXZa-X- T-_ 496.275- � - ' ""l - -BLANCH RIJ PRQPOSED- A FO'E-N-TER2 rS �XtSTINf, - 7: � _� __� 90 w - - - - - - - - - - - - - - - - - - - - - - - TR�ELINE TRtELAJE 261'� �_-' / r- i� N87 - - - - - - - - - or 247� - - - - - - 106 PROPOSD 6 -LIN W10 LEGEND UFF T Q 4 CP Ll A Y" Fz I ill Soso W8 SIDL A22",,SIDL A I INSTALL ROW OF SILT FENCE J x W10 __,e x117 25 AND ROW OF HAYBALESO w♦ wlt- %I* UNIT 17M / / �\ ' / / \ ,/ `'. \. 1 tiq , DZEN O.W_ UNIT 902 DC*�A'Y' W11 MT- 102. 'V1 ��, 01% 4%0 000 wl f? 0)__ �'W17 D T =T UNI 904 RS DZEN UNIT 1001 \ x117. 3 j` \ 1' O j 1 ` ' SILT FENCE (typ.)( , �/ FF, F'F - 111W T O.W_ 115 65 F.F 115 71 IJAY UNIT 804 MT. 104. MT- T O. Is- I00 DZIEN WAY ` \ / D OZEN WAY T.O.Wm 111.25 BSAAT. T.0 Vi- 115 75 w13 wl F F - IM331 F.F.:,11&93 -,b MY O9.a3 EXIS'%G *SIAT- 1102.33\ D N ` 1 TREELIKE H F ADD BERM AND FAIRCLOTH 0 w12 W18 2 SKIMMER DURING CONSTRUCTION w2? \ �` w 20 T IT 1002 r-\ r- TA I I N w5 / 1� \ • ! /Y �� NL \ IL ] r _l/.'L 1 p7FN WAY , , \\ ,, \, , 7j r- r- UL I /AIL) / 1 \ / r \8\� \ i ` �I ION 119.75 0 83 9 T0133 ENCIRCLE ALL CATCH BASINS W3 EXISTING w w23 Y--se DUNM1W7 1003 % A4 TREELIKE w24 A AND YARD DRAINS WITH w25 X11Ai SILT FENCE (typ.) f \U. WAwI Y ► _�7_ G D �t - % w A A N �4 /• \ , �/ I ` ", 7 D 00 UM IX ----CC w 6 T_ TIP Mk. 11&70 116.2 egg": Eo CONTRUCTION ENTRANCE PAD iw 11A78 \ \ � � WN IfO4 (SEE DETAIL) (S 77, 1005 i / � � i i� / ' RL L) a's WAY A, 28 UNIT , T O,w_ I lil I GRADE TO DRAIN DURING F.F.` 1� ', - STRAWBERRY' "T_ W 6 LANE TO Wm 1111450 CONSTRUCTION 458 / h l \ ,105,58 00 UNif 602 T 703 STRAVIBERRY TEMPORARY 18" HIGH STONE 9*11 WAY %LANE y .50 TO.W- :12.70 Tb w- 103.25 1278 CS PROPOSED F.- 103.33 i BERM (REMOVE AFTER SITE TREELIKE w29 IT- 94 3.3 RL f UNIT 401 IS STABILIZED)�,� \ / � / \ w33 STRAWBIERRY LANE w w3 T O_Fw: 00. 1101 li) Yi A 21� /DZEN WAY '-w "I �nfdoned 0 --- :77- 11111111ft /T a VIl 101., X100 9� OH SOIL STOCKPILE ARE III 'WAY /T. Il. Wlll, 5' ISl 91 ij ko 1 11117.75 VMI OAK OUS w 3-4 co 5 00 83 0 'R [STING OAK BSIAT_ I L'&3/' OV d (DAMAGE AOMAEGCkEEURING CONST UNIT 7K /70 J BAYSAVER SEPARATION SYSTEM //T. B 1- BSIJT_ 9O.w JDU A Y 1201 UHT-W-AY O 11775 (SEE DETAIL. _s 00 T, T.O.W- 5 17.7 5, I I , , I I I.F 0a 5, BSWT- 10S.N C G,t S % / D KL ENERGY DISSAPATOR"' UNIT 1103 �Vl UNIT -103 ) DZEN WAY [KAMM T 2OY2 LANE T.O.W_ 1 7.75 F.F 1 7�6 W_ 106.60 70. 116.05 FF 116.113 BSIA`Y- 106.93 j; T.O. 9UT: Iry C14 BSIAT- 68 07 3 )I WA L (SEE DETAIQ,.,.l�;!,- t I �I .25 RL x -loft w w37 wasp it $ $ 0 1" 0' W39 " be w4u UNIT 302 L44 1104 \f.o.w_ TRAWBERRY T r1V oved' TO WAY '1675 A- �r FF T.O W 20 F.F. W tmic "4.,3 N MY: 73 116.93 14 F a - , - WAY a 12 m• 7.75 0. 9 114 '50 00 w42 1' 't S < 5 d UNIT 1204 OZEN WAY D T. S, TO.W- 112.35 NR. she FF 2,43 013,43 01 b 3 / / / \ �. ! �1 \\ r ,1 / 1 F bMF� I� U \ I r \ \ 450 MY: I NE A 41 If 'T UNIT 602 0' T.64- 96-75 F.F.96.63 � �} 4 �r � t C'_ ` / \ ,' / � 03 .0 '0BSAIT. 6763 UNIT 601 x9l t S8 A_ W"•.t ' / / l ! \ .44 w4 OZEN WAY ILI! WIT f) �____A IF -4 7.0,1111- 997 75 96 70 x96,55 F.F.- 7.8 I)y 5mT_ W63fNl hc�t SuLtdE aA' k�A`_ 1 2 - -1 96 x27.25 N/F MESSNER, OPT xq7 dy / lw45 SA1 \ JACOUELINE F, Vol L 1127 - ou. 00, ANGOS, N SULLIVAN N/F w46 AVENUE CLAU JOHN jR. ec C 06- D J w47 f5l co L E HILLSDA UNIT 503 BSI0 ot L D WAY NIQM `D T O.W- 95.65 CC r D F.F - 95J3 UNIT II AT- W 73 MY UNI203 k STRAY43A_A_ ---1 F_ K 1 7- M A K I F_ I- n h A C I I I I I A K I A /F- K I I I F_ S \1 !AVMTMY� A,,k-A ) A TF 111IN I F-\MIN`lll F F\ U IVI --)ULLI V /-\IN V r IN U r_ 1 49 T\ O\ LANE F F. . .0-15. MY: 58 F.;� 10-11 MIT- K58 10' NIT 502 9. 1, WAY CONTRACTOR 63 00 4 T.N WAY T6 LOCATE EXIST. W- 94 00 R YARD SANITARY SE R CONNECTION. 60' 19 ARKING SPA(�F_Sj ABANDON EXIS� SEPTIC SLOPE. 06 MT- 85 06 INSTAL MIN. 2% SLOPE. BARN UNIT 103 ?U 112.24 T.uNlr S J. 120 63 T 0 W- 1[02.50 T 0. W50 S 6 LANE 77,6 F1 - 11..m 2 F, UNIT 501 F.F.- 102.58 T- 05 56' N L BSIAT- 103 58 1135 SULL. AVE. I T,O.W- 9Z50 EXISTING HOUSE TO REMAIN OD IF STRAWBERRYANE F.F.FF-T 113.58 E NG SHED T 201 7.0 W_ 113.50 - -� f \ \ \ T-1`004.58 w5l F.F)-: 101 -S Cif ` s \ 1 _ _ _ _ ` \ 8 % j 92 / S - rj'�[ 4 LANE D 112.440 , EXISTING 03.41 BARN 722 M1 TO BE FENIN w52 CON VIER INTO C-7 - - F! If C-7- D 00 .2Z COMMUNITY HALL IANi I Ak Y f77� w-I b6 cco A PUMP �544 ' _ STATION A Q Rr I ITII ITI7Q CAQ7kArKIT :QnkA sYAR C83 -6C VIJJ N"'(D RECT GENE RA TOR \T('j 0 C> BARN FF ------ z A UST TO SOUTH BUFF TOWN OF SOUTH WINDSOR IN FA."I \1 R1_( H 60 112.24 00 120.63 OF SULLIVAN TOWN HOMES L.L.C. I LIJ IQ EASEMENT AREA 20,918 S.F. (0.48 AC.) 0. X 'o0;C; o 0 o I w 3 0) '8 -2 03 z o F-;7 p. 94 _j 4 t1i 4 94 o II II IL (r _j 07 Im AL -TA N/F Tnll **a. , t B fik 4!4 1, UNLESS. OTHER"SE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOl ARE BASED ON AVAILABLE SHEET INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE ERGOUGH CONTROL PLAN BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 10/29/01 PER TOWN COMMENTS MHA THIS PLAN IS FOR SEDIMENTATION AND 40 0 20 40 80 esign STRA WBERR Y FIELDS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 10/01/01 PER TOWN COMMENTS SEE BY A LICENSED LAND SURVEYOR PRIOR TO EROSION CONTROL ONLY; AND IS NOT TO tO CONSTRUCTION. 2 1 06/0611,01 1 NEW SUBMISSION GBS/BEE ( IN "ET &r of essionals, inc. GI?SIBEF I DRA W.- 8f f CHEICKED: GBS SULLRVAN AVENUE IMPRESSION SEA' AND ORIGINAL SIC-NIATURE, 05/04/01 BE USED FOR UTILITIES CONSTRUCTION. I inch = 40 ft. 3. THIS PLAN IS INVAUD UNLESS IT BEARS THE NEW SUBMISSION GOS/BEE 1 00-1280 DATE 05101101 1 1 Civil Engineers - Planners - Surveyors -cis 17 a y I DRA wNG No... )bbs � 1280 128OSp � 12,30 CONNECTICUT JL !.,o 6F THE PROFESS40NAL ENGINEER/SURVEYOR. NO, DA TE DESCRIPTION BY 1155 sojtn satellite road - south windsor - conn'ecticut 06074 100. awl SOUT11 WINDSOR I - w V o 3, .' / CBS w �• g�V'� `� / UNIT 201 I di�"atI 4 y 00 pp C86 Cij G "`,4.yy�y;y �,o ©� a� ]i��/ �y" o p� 1. (1 \� �� ` 0� � C95 UNIT 202 Q A", ,. t' ..:' a - ',,, • ` Y C 111,E k. } �q3 + t T y i r + ' _ :+ 1F •fi ' Y•. O��/� UNIT 203 �• + a l \ F k w ,f \' ✓ er f ¢ -`ii, h" CCl _ (1-0./ 66 d '.sY ryrE r yr$ r'°`"AJ% .0 UNIT 101 �J Ale ¢ •.,,yip. c ; .r . v ;r 1 �- .Y}.�, >• / / •� ,, �. r A 7- ti0 UNIT 10- + �\ 'per O ,✓r"!' ,,�, h'�, , {P �' / �J {+ •r + Ti \ U 0O 166�J F ydy� py. / / `\� �ti.�tic' UNIT 103 P �y/ /� COMMUNITY t UNIT 104 e 'or,�o• o° `/ / i H ALL rr� < \ row �, �61. `k I \ s \ 5 p V pr 0-6 UNIT 501j502 lb UNIT 503 I .mot e 8 \ OO 000, / UNIT 3 CB + z 1, o� UNIT 302 1 6 Ate+ Cr ° `` \ < UNIT 303 t1✓' , s +' ? yi'dt.yl.�Y,,,�/. •+q, '''fir'-, . •.sry ,,i6 r+'�F ��y F-�+t+,F,�,'I � h 4F♦+ I ` .��tY � p,'�+r.F t �'� �r �,�;' 7 P� .y 1i is u •C '.r`v i W s ". 4 f' . c, L a s }✓ �E 6 w q -f% t }.. ')k 1F )S; Y. M{. y :.' � , ."6 �Y•^ t '' �.. e ty y7t �'j �',.1 rLISr, •, rr� y "� 1. !•'• k'1'Lr 't•?' �• „}c' iNr /., ' `';;}, �� T 4 [ > d� �1���- � k c'f,.. J �" '.'� y !C ai P .h { � ''S J�' it -r X { t :!`. S?".t15 yl" 'y pi. r� +,1'•j r !' • ��' i�}�''' pia ° M�x , . K +�brAs•� y�.-:, ,,, �i' 7a`+;, `.' �' i�., ",�. 1 1^ �r-�•� . 1 r. ' ^.' -. / R F sr •FK.• ir••,lrti- f'e�$- A #j d.�tire. �'c"�, 'X.._, hi... I�-7 . 1 1 1 \ 1V( --�I :-•1'. tk'S.�, .a; •. gA r,'#,'` "�,":�ge•''�a ;1. °� !'`� t PVI STA = 1+64.86 ' x 3+00 4+00 5+00 6+00 7+00 i ^�7 r tr rt. 1+00 M 2+ 0 .'.. t a PM ELEV = 119.79 -r ' .` . + 1CN A.D. _ -5.55 • *��.�. +> 2 �r K =131 M�„.T 124 4 .\ VL PSAIhf lA I U a f, 122 INV• 115.OQ - I kv~ .e• W i:",I i 1 22 { •'1'�' j`aJ t" § a 1 ' 1 a r"� v% LJ ` r k ,4 �' •+'� EXISTING SULLIVAN 120 120 - AVENUE EDGE OF T PAVEMENT a ; w r (STA 0+65-36) 118 I C• ,,�, r-e� . 118 w . _._� INV: 11 t Y ✓ 18 T ,F. x - t •a'1i 4 `. _' r,, r. INV. 116-W4) 5 ... y k,1 116 116 . LOW POINT ELEV 99.78 ¢ ` r LOW POINT STA = 5+15.54 UNIT 103 UNIT 104 PVI STA = 4+ 7.32 = 114 1 - - - PVI ELEV = 9 3.66 UNIT 102 114 • r a g'' S A.D. = 9.0 3UNIT 101 T PROP. H DRANT q T K 13.8FF STA 0+ .62 2 r.. �o -- 2 0 0 V C---- F110 I It - 1 i 1R, 4 Tx ,I 4 ilil_ N , R %'i. •�1Y'I' \. N lri9 I R ` -- ---- - i + 0 STA 6+75.99 08 { y a ,k: r 4`• ati `{' i 'Q�f * ��3 22.27 R 1 -i + Y, y v '� T F 102.87 . ` i't''� _I 1 ¢ 65 L.f .15" v > m N YYS ` INV. 99.19 (15" in CB 1) PROFILE SCALE 106 } -. - -- -- PE 0.509; ai o �fi.> s "ya�._P �,";i, '` �;rw ':E ., + 0 01 ' INV. 99.90 E8" in 03) 106 - •; . I ? INV. 99.19 15" out) VERT. 1 (� ( ) 104.05 HOR17 1 - 4C) 1 ;'.,> I I~. I I 1ri c� _e\ Uj UNIT 203 1134t. FF=103.58 104 A q� UNIT 2 _ Vl � 1 _.__ ___ __ __ __._ __ __ ,__ \,'� n•Y ry, . FF=102 58 y ^�_-...__-�...__'__ __-T -_ _-..--"�'•_.__ _-___" ____.-___..+ (.U1 _ _ - L• 102 Ir IQb y '�S�• 10.90 FF STA+LO aI � 01.5� � ,.....10 INV. 105.96 (15" out) CB3 _ 1 � STA 3+40.76 _ NOTES: 1. ALL SANITARY LATERALS SHALL BE 6" PVC-SDR--35, r \- 98 2. A MINIMUM SLOPE OF 2.0% SHALL BE MAINTAINED STA 3+00.44 6 F611 09 \` ��� f,OR„.� atN gg g, WITH ALL SANITARY LATERALS. -_IZ3 60 R INV. 105:52 (15'' in C82) 3. INVERTS OF SANITARY LATERALS AT BUILDINGS SHALL T.F. 110.50 INV. 105.52 (15" out CB5 _ �_ _ 96 BE 25' BELOW BASEMENT FLOOR ELEVATION. + 105.84 (15" in&out} , -INV. 106.28 (15"' i� C84) �ni pti o -�1E PROP. HYDR �Nfi 96 INV. 106.84 (8 In D1)- W STA 6+42,d2 F z �� 4. ALL ROOF LEADERS TO BE 8" PVC PIPE. ROOF ---- -- I TF� " pOI T - 23 9' R ' .y P• + A. ,�. `�ti ` LEADERS THAT DO NOT DISCHARGE TO DRYWELLS + R. Fs ` 94 SHALL BE SURFACE DISCHARGE WITH SPLASH PADS. ''�'�' M��ti �2. I - EXISTING 24" STATE 94 ¢ h N', 5. ALL FOOTING DRAINS TO BE 4" PVC PIPE., OF CONNEGTICUT .,, 4..,. L- r DRAINAGE PIPE XING �� 92 6. ALL STORM SEWER PIPE SHALL BE POLYETHYLENE (PE)• _ C135 _.; STA16 68.10 92 y.wf 7. ALL CATCH BASINS TO BE TYPE "�L" UNLESS NOTED g \ STA 5+15.54 C66 0.00 R T ,ari STA 5+15.54 ,•r INV.OTHERWISE. - ---w. v 94,39 1 r . .•; . t ::; E' ,' °{{ 90 T.F. 9 99 40 10.92 L 90 e• • r+T Y 4 (1 in C63) INV. 95.29 (15" in C65) : rya•• rr°mk tfa�!l Iil�Tl�Rlff'4R'!le.gC6 : INV. 96.40 (6" FD) INV- 95-87 (8" in 05) . ts.F • i,.'.,x ..y;zr, ~•4.'F;'»v� INV. 96.20 (8" i D4) INV. 95.25 (15" out) INV. 95.62 (15" out) 88 - .,s►�,. 86 +' •"� r S f+r r e .., ra L j Mi'L t` e r }S �; r�� t��, bey.}}��l �S t � .,r •, r''� t��'i T�Pt',1 124 122 120 118 116 11 112 110 108 106 PROFILE SCALE VERT. 1 "=4' HOR17 1"-AC)' 104 102 100 98 96 94 92 90 88 86 DATUM EZE'V 85.00 O O) 9+00 I1+VV LOW POINT ELEV = 103.92 ANGLE POINT STA 11 LOW POINT STA = 8+28.72 ELEV.. 116..49 PVI STA = 6+45.79 5.0% PVI ELEV = 103.45 A.D. = 6.25 UNIT 403 r' K = 12.00 . FF=114.58 i I 7.5. 00' VC UNIT 402 00 ANGLE POINT FF-112.78 STA 9+90.17 ELEV 110.02 • °' � UNIT A401 FF=11 78 N Cn Cn + O ____UNIT + 101 q, 0 V) v 303 FF=108.68 - UNIT 1201 • > W 1'� FF� I VV. JCa7 V)0 ``' U IT 302 m FF 107.28 ht c�0 UNIT21�2 _ .. � FF 7.13 UNIT 301 U�n 1203 =I n.R RA FF-105.73 `� - ,f ®0.50`16 PE (TO C8� 13 rr=rva. T.a v Y5 STA 9+38 50 Y1 20 64 R STA 10+52.00 T.F. 105 50 CB12 17.21 R ' nn, •nn D6 nvv. 1v�.o) to" ko in nz•\ ilaf) STA �.L72 62n � -+•w T.F. 111.80 INV. 10 .08 (15' gut) 9.03 L '108.98 INV. 104.63 (15" in C 3) CB10 T.F. INV 104.23 (15" in Y1) INV. 108,97 (8" in D2 ) 528 69 INV. 10388 ( in D26) INV. 108.638" in 02 ) 0.96 L INV. 101.85 (1 " inYS) INV. 104.63 (15" out) T.F. 103.50 INV. 101.85 (15" out) INV. 100.55 (8" in D25) INV. 99.95 (15" out) CB11 STA 8+28.69 10.47 R F. 103,59 INV. 99.84 (15" in C612) INV. 99.84 (15" in C810) INV. 100.52 (6" in FD) INV. 99.84 (15" in Y2) INV. 99.84 (15" out) 7 rCA pp 0 0 C9 0Y n r O CV ,n p 00 0 0 00 CO O 0- 0 00 0- r7 NN I I 8+00 9+00 10+00 1 T+00 STRAWBERRY LANE (ONE-WAY SECTION) " i UNiESS O'1HFRM11SC NOTED, EXISTING UTILITY REVISIONS 8rO 29' 71,HEE.T 1 0 AT) NS AS SHOWW. ARE BASED ON AVAILABLE k 5 10,29/01 PER 70*4 COMMENTS MHA GRAPHIC SCALE i c INFORMATION, ALI. t;XISTiNG UTRIT1ES SHOULD ���''��? • _ _ _ -O esign S>�`I�G�LaV�1i Co3���7 L�QI Stra wberry Fields i i l FIELD HERItlEU PRIOR TO CONSTRUCTION. E�ex2'.` 4 10/Ot/Ot PER TOWN COMMENTS MHA/BEE 40 0 20 40 BO e e - - --- 2 ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 09/12/01 ADD FORCE MAIN PER TOWN COMMENTS BEE ' 13Y A LICENSED LAND SURVEYOR PRIOR TO 1:Frofdssiona1s----inc.CONSTRUCTION. 2 07/10/01 REVISE ROAOWAY SLOPES ON STRAVAWWY LANE TWO-WAY BEE I IN FEINT 1 . DESIGN° GBSIREE DRAWN.• BEE CHECKED.' GBS �` u��tivan Avenue 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 06/06/01 NEW SUBMISSION CBS/BEE 1 Inch 40 ft 1 _ ! Civil Engineers Planners •Surveyors CIS roe Nn 1280 DATE'' 05/29/01 IMPRESSION SEAL AND ORIGINAL SIGNATURE M THi• PROFFSSIONAt. ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY - - t ' soteltite road south Windsor 'Connecticut 06014 DRAiWNG NO.. • bs 1280 12805P 1280 11&12.dw South Windsor CoHffi$*�C4Qc>!Il$ 1^4 120 118 116 114 112 110 108 106 104 102 1i1[I 98 qt, 94 9'2 88 8t T- +� QA Ol N N sr N if) (DN,+� VJ 1") V (. 00 O N 1- V) � CV V, t0 n 00O rN tp Nr d NO 00r 00 M4 00 o0 00 t` 0) (00 pY0 � 0)0 nN o0 rn l f_ QO e� 2+40 3+00 4+00 5+00 6+00 7+00 .i tM� �dy,,-Y fir, "�Y+Tal 'A;. ,..�,L. :✓ff ni�- , +f"�� h3'r �.4.'.. ''fib w"�r ; QXi::. -�f' ,;� ,..i;.,y 4,, u` �(TWO WAY SECTION) LANE b 11Fi>lf01 ',ANI LATERk ',12f MHA 4 r 12+00 ", ��• 14+00 15 PVI STA = 14+32,24 rt+`r:,4,rep (spa ea PVI ELEV 115.84 t'.-.� R .. ry 124 z 1 __ , A.D. _ -4.00- X, - t # vw r • - r K 18.75 r 122._ UNIT 1202 IFF (} }sz 120 y UNIT 1104 ui UNIT 1103 c 118 rn FF-117.83 C) + w UNIT 1243 T 116 FF 14. =1 73 u > t °' - 114 - - '` UNIT 1204 ^ FF-112.43 / 112 110 8" PVC PIPE XI G 02 GRADE ,i STA^13+53.43 0.00 R T s SMH#3 108 _ - - INV.-14$.91� STA 14+94 54 0.00 R Y _.._;.. T.F. 116.46 INV. 104.79 (8" out) 106 E ISTING - A 104 1- P a f , �. , 1 r fy at 102 •.x r w r: s v N o ,.�, ,ram _ ,100 a n IV PROFLE SCAL98 E `HORIZ. l "-40' �� µ = z 3~':; " a 11 - $' o� Y2. y STA 12+39.51- w 30.11 L SMH#2i -- CE39 T.F. 103.65 STA 13+26.45 0 DO R ' 94 STA 12+ti9.22 IN*. 100. in D2) ' "t�w.=r4.A `= IN 0 15" out)T.F. 110.55 :.,''• 28.19 R V 1 t• . i a e 1 T F. 102.87 INV. 96.64 (8" in SMH3) t r INV. 99 i9 (15" 1) INV. 9b.Ei4 (8" in SMH#1) > . "; V•, �:, , ,"v; - x tw * 92 INV. 99.9Q i '3) INV. 9i5,64 (8" 4ut} 44a` :., , INV. 99 out) 9Y; 90 L ,X .. l� d » * 8886 rl,r • t a tj1a a . Jt ' 84 �4_ 82 80 7 V. -'r•.�.. 'tlrw�Kt i S a r t.1 ,�. 4xQ°•. c {,, ^' t'°_.x,`.11 + •'e"..e yti r •r ,,r• Qy `,: "a w'r-;s GO IA N N M N O 4- ' s w 04 [\ �f I(i r e 1lWW NQ10, E AS11INC U m ITY REVISIONS ti,"IWW.. AS *fQ%k AAIt; l kV0 ()N AVAIL ABU 5 it/lE/Ot SANI LATERAL SIZE MHA I1MM11110ATK1►;, ALL [IttSVISIC Li11VTk5 SHOthlD 1`11` 1114:0 Vtt f*0 PMOR T'Q CONSTRUCTLON 4 10/29/01 PER TOWN COMMENTS MHA AH UIRITICS AN Tq 8E STA,40 IN THE FIELD d 10/01/01 PER TOWN COMMENTS MHA/BEE tiY A LICF I%13 LAND 5URAYOR PRIOR TO CtN11111E1S('TI®iv 2 09; 11/01 REVISE UTILITIES CRO`+S040 PER TOWN COMMENTS BEE 3 1141S PI AN IS INVALip OWES$ IT BEARS 04E 1 06/06/01 NEW SUBMISSION GBS/BEE 16:1ION tcl tNtltvi NO. DATE DESCRIPTION BY s , 1NIT 1102 F=117.83 _ UNIT 1201 FF=117.58 UNIT 1101 �U E IRC HIGH POINT ELEV = 117.55 17 HIGH POINT STA = 16+0918 t�V1 STA = 1B+34.tE 0p ce Bp PVI ELEV = 117.86 00 40 00 A.Q. _ -6.00 Cm + K, - 12.50 .- 5.00 Iu v 1 V - N 3 UNIT 1002 U w FF-119.83 w m 7 UNI I I UUO 1 1 1 w4 --- UNI 1001 FF=118.78 I=118.78F� f- FF�118.83 UNIT 904 EXISTING GRADE tERthAliV S H#4 STA 16+ 6-96 0 R T.F. 1 7.52 INV. 104.95 (8" out) C$1� STA 15+44.47 1Q.79 R Ts. 11.6.5$ INIV. 105.85 (6" in FD BLG 11) INN. 105.85 - (6" in FI} BLG 40} INN. 113 63 (8" in D21) INV. 110.00 (15" in Y6) I . 105.10 1out) I 18+00 19+00 20+00 NOTES: 1. ALL SANITARY LATERALS SHALL BE 6" PVC-SDR-35. 2. A MINIMUM SLOPE OF 2.0% SHALL BE MAINTAINED WITH ALL SANITARY LATERALS. 3. INVERTS OF SANITARY LATERALS AT BUILDINGS SHALL BE 2.5' BELOW BASEMENT FLOOR ELEVATION. 4. ALL ROOF LEADERS TO BE 8" PVC PIPE. ROOF LEADERS THAT DO NOT DISCHARGE TO DRYWELLS SHALL BE SURFACE DISCHARGE WITH SPLASH PADS. 5. ALL FOOTING DRAINS TO BE 4" PVC PIPE. )NIT 903 6. ALL STORM SEWER PIPE SHALL BE POLYETHYLENE (PE). F=115.73 PROPOSED 7. ALL CATCH BASINS TO BE TYPE "CL" UNLESS NOTED GRADE OTHERWISE. NIT 902 FF=113.83 UNIT 901 FF=111.83 UNIT 804 FF=111.33 UNIT 803 21 +00 22+00 UPSTREAM SEWER STRUCTURE SANITARY SEWER PIPE INFORMATION DOWNSTREAM SEWER STRUCTURE SMH#1 191 LF - 8" PVC 0 1.24% SMH#2 CMHbA 16.3 I F - R" PVC ® r, on '_ CA HA9 SMH#2 250 LF - 8" PVC 0 6.76% SMH#8 SMH#4 76 LF 8" PVC 0 3.88% SMH#5 SMH#5 120 LF 8" PVC 0 5.12% SMH#6 SMH#6 250 LF ti 8" PVC 0 5.147. SMH#7 SMH#7 137 LF 8" PVC 0 2.38% SMH#8 SMH#8 163 LF 8" PVC 0 1.00% Wet Well �.�`19 FF=110.33 NIT 802 58 LOW POINT EL -V = 95 99 PVI STA = 0+96.62 = PVI ELEV 94.74 UNIT $01 A.D. = 0.00 = K = 1 .00 �� ` �Cr� SMH#6 PROPOSED •r 1 0 0. 0 ' \ / C -' t�0� A 18+14.65 - GRADE �/ 15.48 R T. F. 108' $0 INV. 95.86 �8'�in&out) UNIT 70-3 N FF=103.33 CMH#7 + rn STA 20+58. 7 v N � 0.00 R ` UNIT 702 T.F. 96.70 + N n UNIT 403 SAN LAT FF=101. > In INV. 83.01 (" in & out) w STACK INV. 101.58 �� m U i i i 42 ^ 15 PE 86 -l5 - EXISTING w UNIT n C81 . FF=99.58 UNIT 603 SANSTA u FF-97.83 SMH#5 srAa( INV. V STA 19+ 84 STA 17 dd:2i 97AO 10.90 R� 0.00 R AK IT 40 LA T.F. 114.56 N STACK 11 IV '►ASV. 18 (15" in &Ou t INV. 101.00 ($" id&out) ' ' 97,e0 C61$ `�'� o V STA 19+11`B CBI 10.90 L V� UNIT 303 STA 17+64.30 %i SAN. LAT 10.90 L T.F. 103.30 <\��,0 ` . sake *W. .- IN V. 99.06 (15" in Y4) n T.F. 110.97 '' - INV. 99.84 (6" in FD) A7F� I l INV 99 70 /15' n&cull N 3 R.; �S INV. 97.90 8 INV. 95.29 (15" out) 1) outt) C620 . STA 17+64.30 _ S T.F. 110.97 STA 18+14.18 a INV. 1U/.66 t6 1n L)l /) zc ,n JJ. 14 r l - INV. 100.56 (6" in FD) T.F. 103.90 INV. 1d8.02 (8- in D18) INV 99.49 15" in 'CB19 ) INV. 9.9.81 (15" INV. 101.17 (8" in D32) .out) INV 99.419 (15" out) 1 17+00 _L 18+00 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) I inch = 40 ft 96.83 UNIT 601 PROPOSED GRADE 124 122 120 118 116 114 112 110 108 106 •ice' 104 102 100 ?O Cg9) r 98 1 � DINT 301 V". 302 $AN. LAT �t T ACK 0 2) � :�� • p0% T STA 20+ 10.82 L T.F. 1 9 0 (6" FD) u►.Y.S}--_-..- SMti INV 91.56 (15" out) STA 2+7 5.65 40.93 CB 14 - T.F.. 9 .80 STA 20+98.56 INV. 7).75 (8" in SMH#2) TY, R ' 15,94 INV 7).75 (8" in SMH .F 9» iNy 7 .75 kb Out w ) INV. 92.07 (15" in C69) INV. 91.44 (15" in C815) INV. 92.$6 (8" in D12) INV. 91.44 (15" out) 20+00 +0(; esign 07m WAY r o f e s s i o n a l s, inc. G8S/BEE DRA WN. BEE CHECKED.- GBS Civil Engineers • Planners • Surveyors • CIS JOB NO... 1280 DATE 05/29/O1 65 south sotel,,te road vv,ndsor ..-,,necticut 060'4 DRAWING Nd lobs `1280� 1280SP,1280-11&12. dH 22+00 EXISTING 94 GRADE 92 90 O 88 R6 n w 84 2 Q K �/ ,Scl iCi 82 80 78 76 Stra wherry Fields :�11111I!IIflwaiil'11 ACV(p1111illlp tw ,... u •�•,au �ts'� South Windsor Connecticut F SEEDING SCHEDULE Maintenance and Operation: The following maintenance operations will be required to ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF ensure the proper and efficient operation of the Storm Water System, and Water Quality TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE Basins. Thefollowing maintenance schedule is intended to be a minimum guide, and *..1 RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 g OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW additional inspections and maintenance measures may be required followinglace storm ". RELEASE NITROGEN MAY 8E USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT events that could cause the deposition of excess debris In the system TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 13.5 P Ys K. POUNDS PER 1000 SO FT ipe Outlet Location: The pipe outlets and associated riprap shall be inspected PERMANENT VEGETATION COVER P ' annually and cleaned of silt and/or debris. The riprap shall be reshaped and SEEDING DATFS: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: replenished as required. t KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE Catch Basins: The Catch Basins within each lot shall be inspected annually The PERENNIAL RYEGRASS t0% 0% " APPLY 1 POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. sumps shall be cleaned when the depth of material within the sumps reaches 1,. WOOD CHIPS SHOULD BE APPLIED &F. AT A RATE OF 500-900 POUNDS PER 1,000 SO. FT. OR 10-20 TONS PER ACRE. Pavement Sweeping: The parking lots within each lot shall be swept at a TEMPORARY VEGETATIVE COVER minimum of twice per year. Once in the spring shortly after the end of the snow }" season, and once in the fail after the leaves have fallen. SEEDING DATES MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SO. FT. OR 40 POUNDS PER ACRE. WITH ANCHORED HAY MULCH Water QualityBasins: The Water Quality Basins shall be inspected twice earl }*r AT 2 TONS PER ACRE. Y P yearly. All large woody growth that may affect the flow of water or the stability of the spillway shall be removed. Any trash or debris that accumulates within the basin shall be Construction Sequence removed, Sediment shall be removed from the basins' sediment forebay when it Strawberry Fields accumulates to 1 /2 the design volume of the forebay. Sullivan Avenue, South Windsor Dry Wells: The drywelis shall be inspected annually and cleaned of debris as required. 1. Coordinate all work with Town of South Windsor staff 2. Instoll tree protection for trees to be saved. Basin Spillway. The stone spillway shall be inspected twice yearly. All large woody 3. Install erosion control measulliees. Contact Town for inspection. growth that may affect the flow water the of thespillway shall be 4. Remove and store existing trees to be saved from areas to be disturbed.Y ow oer or e stability s P Y 5. Locate all existing utilities and take necessary measures to insure adequate removed. The spillway shall also be inspected after any flow passes through it. The protection of existing utilities during construction. riprap shall be re -arranged and added to as required to maintain the design as per 6. Clear and grub water qualitysbasins areas strip topsoil. Excavate water quality basins area to approximate size and depth New water quality the design plans. basins to be used as sediment basins during construction. Temporary seed with rye gross. 7 Install Foirloth skimmer and associated piping within each basin. BaySaver Structures : The Boysaver Structures shall be inspected quarterly for 8. Throughout the construction process, topsoil berms are to be used for the the first year of operation after stabilization of the site to determine the required control of storrwrater runoff These berms will be temporary in nature and will need to be established, maintained, moved, and removed at maintenance schedule. The Baysaver shall be cleaned when the sediment in multiple locations throughoutthe site as construction conditions warrant. either manhole reaches a depth of 2. The maintenance shall be done in All location and construction of berms to be done in coordination with accordance with the Boysaver recommendations as contained on the detail sheet. Town wetlands agent Town wetlands agent may require additional berms Contractor shall install additional berms as required by Town Wetlands Agent 9. Qeor and grub Strawberry Lone and Dzen Way. Dzen Way may be constructed in two phases depending upon economic conditions. Clear and grub all areas to be constructed In first phase. .. CONSTRUCTION NOTES 10, Strip topsoil from roadway areas. Pie topsoil downslope of rodways and use as berms to control runoff Grade to drain to temporary sedenent 'J ° 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL basins. Coordinate work with Town wetlands agent. �� EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 11. Cut and fill to bring roadways to final sub -grade elevation. � �, 1�7 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 12. Install utilities and drainage system'` {� TR' :.3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES .f= 13. Install base and compact SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY L'4'•r 1 A 1 A a .1'..i...1.,..1 F.. 1'n..l .1. ,.,nn 1Ms So .� . " � ! /.-.f. IT LOaIiI Oilu ScCv uiaLUlvcu areas w grOw OS Swi1 OS pr"uC1FL,vI uwnly ulo:� }R._, t - ci t •-: F NUt OJED UHANGts TV THIS FLAN MiJbi Bt At t'RVVED BT IHE tTVGITVEER ANU/UK IHE PROPER E_VI,At TOWN construction process. P "' AGENCY. 15. Begin individual buildings proceed as follows; n construction o9 Work to er' 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER a) Strip topsoil stockpile in berm(s) downslope of disturbed area; use F POSSIBLE. topsoil berm(s) to control runoff from building and parking areas, „rz 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH coordinate work with Town wetlands agent b} Grade areas, install fin as required, install foundation, and Ode to t OR SEEDED WITH PERENNIAL RYE --GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. Grade sub radG fill a. _"'� 71, do : d lode to S' ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY driveway f' B OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. c Install utilities. 7. FROZEN MATERIAL SHALL NOT TO BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN 1}v' d; Loom and seed sideslopes and disturbed areas as soon as practicalGR y r w p I } during the construction process �,; c e t fir: va �,�"`�-.i #'+R e) Construct building. 4,. 8 COO NADCTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. ' �Kz-� � r f� 9� �� `• •'- f) Install pavement for driveways, concrete walks, etc ys y.-,a 9. CONTRACTOR SHALL INSTALL SOD WHERE REQUIRED TO STABILIZE BASE OF SWALES ON SITE. 16. Upon stabilization of basin bottom and sideslopes either via loam, seed' and fabric mottng or via installation of sod, stormwoter may be 1 SET POSTS AND 2 STAPLE THE SILT discharged to basin. Any catch basins used to transport stormwater shall ANGLE POSTS EXCAVATE A 6%6" TRENCH FENCING TO THE be sultobiy protected with appropriate erosion Control measures. Foci sTAB1EITY OPE POST UPSLOPE FROM POSTS. SILT FND OF THE POST 17 All slopes and areas disturbed by construction shall be graded smooth and AND SELF- FENCING 4 inches of topsoil applied The areas sholl then be seeded or sodden, CLEANING. 95' fertilized, mulched, watered, and maintained until hardy grass growth is 12" MIN. established in all areas All earthen areas will be grossed except as shown on the 9 plan landscaping p 18. Reestablish all non -vegetated areas In accordance with Permanent Erosion T I_ 1IT- Control requirements. 19. The first course of pavement to be installed as early as possible during the construction process 20. Maintain all existing erosion controls throughout the construction process, L3. FILTER FABRIC TO 4 BACKFILL THE.and odd additional meaSUfeS OS COndlhonS WOrfOnt. IILTER .EN POSTS AND EXTEND TRENCH AND COMPACT FABRICNE TRENCH THE EXCAVATED SOIL21 install landscape plants 22. Find clearing of erasion and sedimentation controls and storm drain COMPACTED--W Structures. BACKFILL 23. Remove tree protection and temporary erosion. �fT� GENERAL NOTES: N, T.S. - _- CONSTRUCTION OF SYNTHETIC FILTER BARRIER "�) 1. ALL CONSTRUCIIUN TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UT11-ITY COMPANY(S) \ STANDARDS AND SPE.CIFICA IION;i. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 4 F T. SUMPS. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON SMITH STREET AND WHEELER ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE. PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN LNGINEE R. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL. ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF SOUTH WINDSOR PUBLIC; IMPROVEMENT SPECIFICATIONS 9, MAXIMUM SLOPE OF FILL TO BE 3.1. EXCEPT DETENTION BASIN WHICH SHALL BE 2; 1. ALL FILL MATERIAL TO BE CLEAN MATERIAL.., "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DE.M011DON OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR !•..,.,. Tu,.• rL•f 1 Al . NOW" ,O "ITor cIQI L cni Ih IUAcTrc rnigii ic-nm E nD N,rV.I__ 0-nLADI ICTIDI C'. MITI BULK F. MINA IIIN\/ I-I[VM LAIVU, Ir VIVr-V Ir1F-0 QLL. JVLIU T7A0ILJ, 1,VIVIUV01IEd L V1b -kill V%j-000 i,Lj I- n1YV 1 RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR i (QUIDS. 10 ALL MUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED 11, FXISTING UTILITIES; AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR 15 TO HAVE: EXISTING UTILITIES FIELD VERIFIED PRIOR 10 CONSTRUCTION. 'BEFORE f X.(:AVATING, CONTACT "CAIA BFFORF. YOU DIG" AT 1--800-922- 4455 ESTIMATED START DATE FOR CONSTRUCTION - FALL 2001 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2002 RESPONSIBLE PERSON(S) FOR IMPLEMENTATION Of 5MIMENTA RON AND EROS/ON CONTROL' j 1. UNLESS OTHERWSE NOTED, EXISTING UTILITY REVISIONS ► LX'ATIONS AS SFIOYM, ARF LASED ON AVAILABLE - INFORMATION ALL LXISTING UTILITIES SHOULD ` HE FIELD Vt.RIFIED PRIOR 10 CONSTRUCTION 4 10,129/01 PER TOWN COMMENTS MHA 2. All UTILITIES ARE TO BE STAKED IN THE FIELD 3 10/01101 PER TOWN COMMENTS MHAfBEE BY A I ICF NSED LAND $URVFYOR, PRIOR TO nf' 2 06; OOf01 NEW SUBMISSION MHA CONSTRUCTION 3* x }s r 3 }-+ 3 THIS PI AN 15 INVALID UWFSS IT SEAR THE 1 05/04 /01 NEW SUBMISSION GBS nMPRE'SSION SEAT_ AND ORIGINAL '-SIGNATURE 4 OF THE P46F-CiSIONAL ENGINEER/SURVEYOR. NO, I DATE I DESCRIPTION I 13Y ADJUST TO GRADE WITH COURSES__ _ SEE CAST IRON MANHOLE OF CONC. BRICK OR CONC. GRADING RINGS - FRAME kCOVER DEAR . (SEE NOTE. 1) ---- VARIES B• TO 12' 4" g 3' 4' 0" MANHOLE STEP 1 " T YP• (SEE STANDARD DETAIL) SEE JOINT DETAIL (BELOW) 1',2'.3', OR 4' RISER 4' SECTION AS REQUIRED -- - B1TUMAS TIC FOR DETAILS, SEE DAMP PROOFING ELASTOMERIC COUPUNG 4 ,,• MIA 4'--0" MIN. AND FLEXIBLE. '� LD JOINT --- TO JOINT MANHOLE SLEEVE TYPICAL PIPE OR LATERAL- - 3/4 PIPE .D.k L W NWV CLASS 'A' CONCRETE OR BRICK MASONRY -� FLO-�- SELF-CLEANING INVERT , __ (-4•• CUSS "A' CONCRETE - - - •`+. 6" MIN.J �-- 3/4" 8Ro1�EN TRAPROCK ELEVATION 2 DEGREES MAX. - COLD APPLIED NOTES: --BITUMINOUS 1. TOP STEP TO BE A MAXIMUM OF 12" ROUND RUBBER__Z SEALER BE OW TOP OF MANHOLE FRAME & GASKET JOINT C VER ELEVATION. 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, CERTIFICATION OF HS-20 LOAD BEARING SPIGOT & BELL REINIF ALTERNATE JOINT CAPACITY SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL PRIOR GASKET JOINT TO INSTALLATION. 3. SEE ISCELLANEOLIS MANHOLE DETAILS SHE _T. REINFORCED ORCED PRECAST C NCRETE MANHOLE (SANITA Y) not to si4de FRONT LEMON -_ -- __ _--- (EXISTING GRADE 6" GRAVEL. BASF -T� MEET (.'I DOT M.02.06 GRADATION C. 4' GRAVEL WALKWAY N.T.S. NOTE: TO BE LOCATED IN THE FIELD TO MINIMIZE TREE REMOVAL. 8" GRAVEL BASE MEET CT D,01 M.02.06 GRADATION C. 8, 10„ LL i 1' 4' TOOLED JOINTS WITH 1/2" PREFORMED EXPANSION JOINT A4TL. 1 /4" RADIUS TOOL / i RIGHT OF WAY --� 1,,-- STREET LINE R.0 VARIES 4' MEET EDGE PAVEMENT 6" -~ 6" i 1 /4" 1' .. ... - 1-7 4-4 -j I 4" TOPSOIL & SEED -� 4" TOPSOIL. & SEED 8" PROCESSED OR BANK RUN GRAVEL MEET GRADATION OF M2.06 GRADING B 1' OR M5.01 1, 5" CONC. SIDEWALK (8" CONC AT DRIVES WITH 6"X6"XfO/10 TYPICAL SIDEWALK DETAIL NOT TO SCALE 1 MAX. SIvEfJ TiAL ATCH EXSISTING ROUND STEEL BAR- 45 DEGREE BEND-- : 2-#4X4' 0' LONG TOP OF FRAME APPTA iT CONCRETE UNIT PI iT FRAME ELEVATION CONC. BLOCKS OR S, 6' TO 17' =rT ALL JOINTS TO BE POINTED FLUSH & FUU ;AST CONCRETE OR BETE MASONRY UNITS POURED CONCRETE OR PRE CAST SLUMP OR SLAB .--{OR EQUAL) 35W PSI 6" OF 3/4' CRUSHED STONE NOTES: 1. MINIMUTA COVER OVER TOP OF PIPE SHALE BE 2'-0'. 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER NY HIGH IS 12' FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH PATH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. CInC FI GVATIONI .JIUL L1_L Y 11V11 - - r-- ) - ) - . -T- - , I - . - . I -PRE CAST CONCRETE UNIT ADJUST FRAME ELEVATION WITH CONC BLOCKS OR 8RK3KS 6' TO 12' . Ali, JvnJTS TD uE POINTED FLUSH & FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNIT`. LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL & SOD OR SEED - 7 4� APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1� (MAX.) LIFTS. WARNING TAPE PER CONN GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED < 12" (MIN.) TO 24" (MAX.) ABOVE ac TOP OF PIPE. ` 12" MIN. --SAND BLANKET ' _--PIPE, AS SPECIFIED 112 QD. PIPE `: TRUER FABRIC (SEE NOTE) -- --3/4' BROKEN TRAPROCK 112 D. PIPE • i • " � i ' FILTER FABRIC -- ` -PPE SECTION NOTE: 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSARY PG 146 2_ FILTER FABRIC SHALL BE NONVOVEN CLASS 2, WITH PERMITTIVITY Of 0.5 Ta 0.1 SEC AND ADS DF 0.43 mm TO 0.22mr1 AND SHALL PIPE - IN GROUND WATER MEET AASHTD M288-96 NOT TO SCALE TYPICAL SANITARY SEWER TRENCH SECTION " PRE CAST SUMP OR SLAB EQUAL) 3500 PSI ! ;,/• (i OF 3j4' CRUSHEU NOTES:. 1 MINIMUM COVER OVER TOP OF PIPE SHALL BE 1' T FRONT ELEVATION 2 wsS`UFTCI a TO MEET Hs20 LOADING. SIDE ELEVATION 3. WALL FHICKNESS FOR STRUCTURES OVER 16 HIGH IS 12" FOR CONCRETE BLOCK UNITS, INSIDE DIMENSIONS REMAIN THE SAME 4. ALL PIPES SHALL BE CLII FLUSH PATH INSIDE WALLS 5. ALL BRICKS SHALL BE CONCRETE TYPE 'C-L ' CATCH BASIN I410T r0 SCAN-'L r-ILIIC`I Ire rl)AF%F -61, PVC. REDUCER SIZED FOR FORCE MAIN i PVC SOLVENT !� WELD JOINTS a0e FORCE MAIN FROM SAGE EJECTOR PUMP o q o O C pl,r,IM J`yWryE' `y.... 3/'4" BROKEN TRAPROCK UNDER BEND NOT TO SCALE FORCE MAIN CONNECTION 1/6 OR 1/8 BEND (22.5' OR 45')--\ Dj- \ 3C PLAN VIEW 1 /4 BEND (90') LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL & SOD OR SEED -� APPROVED GRANULAR NOW ° ORGANIC BACKFILL. MATERIAL PLAI;tU ANU UUMYA(,TEIJ IN ONE FOOT (i) (MAX-) UFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION r 16-345, AS AMENDED, PI ACED 12 (MIN.) TO 24' (MAX) ABOVE 9' TOP OF PIPE. SAND BLANKET MEET ---CDOT M.03.01(2) FINE AGGREGATE 12" MIN -FORCE MAIN _ _ 4MIN' • I TYPICAL SANITARY FORCE MAIN TRENCH SECTION 3 WAY 1 DI TRENCH WIDTH SEC T10N 4D TRENCH SHALL BI -XCAVATED TO FIRM OATERIAL IMMEDIATE'. 'RIOR TO PLACING JONCREIE PLAN VIEW PLAN VIEW CONCRETE ANCHORS FOR USE WITH 16" AND SMALLER WATER MAINS & SAMITARY FORCE MAIN`, THRUST RESTRAINT - THRUST BLOCK METHOD (not to scale) NOTES: 1. ANCHORS BASED ON MAXIMUM AL,0WABLF WATER PRESSURE OF 125 PSI. 2 SHOULD ONLY BE USED WHEN SOIL CONDITIONS ARE STABLE. IF IN QUESTION, THE WATER COMPANYS INSPECTOR WILL MAKE THE DETERMINATION. 860 29 ' }- es ig n DLC�a� ����� STRA WBER R Y FIELDS' r o f e s s i o n a l s, inc. art 51C-t0S 1DRAWN. ✓AL I CHECKED GBS Civil Engineers • Planners • Surveyors CIS wB v0.. 1280 DATE.• 11/17100 3U�"LRVAN AVENUE ClTi T7I`Ifl x17IIT..711'4RA'll@ ei✓IfLi:SA,11G',f5'TNR'`S i'it1 JRAWJNG /V ✓06� 1280 1280SP 1280 13A.OW� a..v a xa .. navw.ye�rch ✓AV LVSI i .L < ti. -T• li --T-� 1. The lower surface of the cover and the corresponding upper .:: R ,_ ., .- _ li- ..� � ..-.-....1.•.... ..f ♦L.� f�......... .,M..11 4... .r... wl, :..a F...S�L. e.•1 1.. ., �,..ri�c � DIMENSIONS DIA A D C D E F R-1 R -2 12, 4' 2'-0' 6'-0 3/8 6'-0 3/8 2'-0' 1'-7 15/16' V-0 1/4' 9' 15' 6' 2'-3' 3`10' 6'-1' 2'-6' 2'-0 5/16' 1'_0 1/2' 111 18, 9' 2'-3' 3'-10' 6'-1' 3'-0' 2'-5' 1'-3112' V-0' 24' 9 1/2' 3'-7 112' 2'-6' 6'-1 1/2' 4'-0' 2'-9 3/16' 1'-4 13/16 V-2' 30' 1'-0' 4'-6' 1'-7 3/4' 6'-1 3/4' 5'-0' 3'-1' 1'-6 lit' P-3' 36' 1 1'-3' 1 5'-3' 2'-10 3/4 8'-1 3/4' 6'-0' 3'-11 13/16' 2'-0 5116 F- 8' 42' 1 1' 9' 1 5'-3' f 2'-I3' 1 8'-2' 1 6'-6' 1 4'-5 7/8` 2'-3 1/2' 1'-10' 48' 1 0' 6'-0' 2'-2' 8'-2' 1 7'-0' 1 4' H 1/2' 2'-4 1/2' V -10' 46 UIO. r, w�,a. r 1 .t,r' .k....,r F� ,� !t T �`y; SECTION B-B If Y CAST IRON FRAME ck� ��'•'S� Y.{t �' .. J' .rr .}w �r '" ;� r. ,.���- � - � �5�;7L� r<'*� ' L � P ''.s, } `,urF''�j,.`"'1�`�- lYr.y".'ti F%b 1�k'!„`•,�.a t4aY r ,,.r;,lk ♦_Is:,Y7 >r 7.1 ?•t i�y �9' eu {y ,P,?,r ir4A.7tl+1 1 +y 14. �^ �# - .A1S. -T'fi� '' ; r, tip" r l+s i4y Syr,'.•,., I ,L y..y �,A.�4 ai ay:T`S, �' a-^r:. .-f .i-f FINISH GRADE .:��+- `. '" l •. _4...{,..v °, �3 \� i- -�, , NrxAue AND acre LOHMlE MANHOLE eLoac V �,ALI NOT:. DRYWELL TU BE ROTONDO 8 FOOT DIAMEIER PRECAST - HEAVY DuII OR APPROVED EQUAL ME 11 R; CRUSHED STONE MEETING CT DOT M.02.05 (1) BASIN BOTTOM TEMPORARY 18" STONE BERM NOT TO SCALE PROPOSED GRADL DEPTH To INVERT V Aulf SEE PRGI 11 ES b'NIN PAVEMENT SECTION OR i. ANDSfAPING (SEE. PLANS: WARNING TAPE MIN 12' MAX P4' ABDVF PIPE' ,` APPROVED BACKFILL PLACED AND 1--COMPACTED IN 12' LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3' SAND BEDDING PLACED AND COMPACTED IN 6' LAYERS NO STONE LARGER THAN 1-1/2'. MATE R1AI. SHALL MEET DOT M2.05 BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4' CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUPAB1-1 -MATERIAL AS DIkECTED BY THE ENGINEER MATERIAL SHALL MEET DLIT M021 j EIIR :1i 4` S1 LINE li,1 'II TRIPE V. �4' ,.il'r. IV" L.iN_ ,$JOM-RAIN C ENCH ,DETAIL NOT TO SCALE T 1 UNLESS OIHI RAISE NOTED, EXISTING UTILITY I t.WADONS AS SHONN. ARE BASED ON AVAILABI.1 $ INFORMATION. ALL EXISTING UTILITIES SHOULD g BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL U TILITIF S ARE TO BE STAKED IN THE FIEI D BY A LICENSED I.AND SURVEYOR PRIOR TO CONSTRUCTION 3. THIS PLAN IS INVALID UNLESS IT KARS rHE ( :MS'RE :°aION °.1: A AND i)tiIGtNAL S1GNA1URF 1NAL ENGINEER/SURIAJOR 0.75" LAW / STREETS / CROSS-COUNTRY PAVED AREAS `OPSOIL k SOD OR SEED --, BASE AND PAVEMENT PER PAVEMENT DETAIL. APPROVED GRAN" NON I ORGANIC BACKFILL MATERIAL I PLACED AND COMPACTED IN ONE FOOT (1) (MAX.) LIFTS. Or MIN. d, 4 _ —SAND (CT DOT M.03.02-2 FINE AGGREGATE) 12' MIN. -� -f3' DUCTILE IRON PIPE s. MIN, -- �� J Cam. GRADE VARIES 6"� = — ALL MATERIALS ARE TO MEET CONN. D.OT- SPECIFICATIONS FORM 814A AS AMENDED 3r� 2' BROKEN STONE r R.O.W. 9 Vie AREES '4'_ WJ\, ...CURB LINE T AT BACK OF CURB WK LINE EXPANSION JOINT AT BACK OF CURB AND AT SIDEVALK LINE. SIDEWALK - -SLOPE NOT TO EXCEED 1r12 TT GRASS a GRASS 3' MIN. CURB LINE- ' - 3' -4' MA,( FINISHED PAVEMENT LEVEL--/ SURFACE SHALL BE TEXTURED AND NON -SLIP. DRAINAGE DESIGN IN THE VICINITY OF RAMPS SHALL BE AN INTEGRAL PART OF THE RAMP DESIGN NO DRAINAGE STRUCTURE SHALL Bt PLACED WITHIN THE LIMITS OF THE RAMP CON_ CRE_TE SIDEWALK HANDICAP RAMP NOT TO SCALE ❑❑n D ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 6" CT D.O.T. 2" STONE TO BE PLACED ❑ ❑ ❑ ❑ ❑ 1 OVER FILTER FABRIC MATERIAL Z ❑ ❑ ❑ ❑ ❑ ❑❑❑ ❑❑ N ❑❑❑ ❑❑ ❑❑❑ ❑❑ ❑❑❑ D ❑❑ ❑❑❑ ❑0 ❑❑❑ DO❑ ❑❑❑ ❑❑❑ EDGE OF PAVEMENT ANTI -TRACKING APRON 5 -11 BASIN WEIR 5 TOP OF BASIN 1r x-FLU I IUIN Vltw BASIN WEIR DETAIL NOT TO SCALE I5- iCY�S ADS INTO INDEI 3/A8" PEA STONE AROUND _ Oj 1 1/2" BITUMINOUS CONCR TE CLASS 11 SURF -ACE COURSE PER CT DOT M.04 Q2 1 1 /2" BITUMINOUS CONCR TE CLASS I BINDER COURSE PER CT DOT M.04 0 6" PROCEISSED AGGREGATE BASE PER CT DOT M.05 C4) 12" GRAVEL SUBBASE MEE rING SECTION 6.0 OF DR. CLARENCE WELTI REPORT DATED 10/29/01 PRIVATE ROADWAY 10 HAVE 3% CROSS SLOPE PRIVATE PAVEMENT CROSS-SECTION Igo r r� SCALE_ Arm AAmwnt y LQ - I r- 'C' Eecfosure W9W Entry Untt PERSPECTIVE VIEW Virtn PVC Iep ntl CPVC: FIncm 9oh06u110 IWU PVC PIS 1 � _ CT W21*1 Su face l� PVC Eno Cc ] j StFtWUN I PV' I" PVC Pipe PVC Pipe 0411"Ce 1 r7' H(A" ir utlWrfk3A PkTte PVC Too I• Iet1t1EA , 14AM END VIEW F I=urr 1 A Oc,ttcxn SUryoe FRONT VIEW ( SKIMMER O�a tM W a6wu,v, D.y ry W K Al Oaf► APO 17 190' EAIRCLOTH SKIMMER NOT TO SCALE HOLES / SIMIUAR MESH MOD. RIPRAP RUSHED GRAVEL MEET T DOT M.02.06 GRAD. B 18" MOD. RIPRAP —NATIVE SUBSOIL t5' ADS N-t2 DETAIL OF TEMPORARY SILTATION BASIN OUTLET SWALE DETAIL NOT TO SCALE DISCHARGE INSTALL MIN. OF 12' 1 OF T❑PSOIL. INSTALL 1' HIGH STONE BERMS WITHIN CHANNEL "PACED 40' D.C. PIPE SIZE A B C D L F C N WT RIP -RAP IN TANS 4 1/2' 1 1/2' 3' 6 18, 12' 8' 2' 1' 5' 2' 4' 8 21' 13 y' 2 I/2` I'2` 1' 2 I%�' 4 1/2' I2 24' 17' M, 2 1/2, 1 12 1' 8' 2 1/2' 5 1/2' 15 30' 20' 13' 3` 2' 2' 9' 3' 6' 22 36, 22' W 3 112' 2' 2' 9 1/2' 3 1/2' 7' 33 NOTE FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 01 SEC AND ADS OF 0,43 nn TO 0.22mm AND SHALL -��ZL NDWALL OR FLARED END F PLAN H -6' BANK RUN GRAVEL SECTION A -A NOT TOO SCALE MEET AASHIO M2f38-96. EXISTING GRADE OR OTHER SURFACE MATERIAL J ---,_FILTER FABRIC (SEE NOTE) 18' INTERMEDIATE RIPRAP NOTE 'THIS IS A MINIMUM SIZING OF RIP RAP AND SHALL BE IN ACCORDANCE WITH DOT OR NRCS METHOD REVISIONS -. esign &rof e s s i o n a l s inc. �D£S/GN.• ! Civil Engineers • Planners Surveyors CIS r., DC`�Q[lL� �G�' S'TRA WBERR Y FIELDS' �U LiLRVA N AVENUE SOUTH iVINDSOR ° CONNECTICUT -,I 0E- F- 14. - ---- --- -- -- 4 11/14/01 ` PAVEMENT CROSS-SECTION MHA 3 10/01 PER TOWN COMMENTS MHA/BEE GBS DRAWN: ✓A2 CHECKED: GBS z '' /0 06/08/01 NEW SUBMISSION MHA O.: 1280 F", DATE 11/17/00 05/04/01 NEW SUBMISSION GBS NU. I VA 1t I UESC RIP I1ON r, ., I N( Nn i,hc 1 1 9Rn 1 1 aRn�P 1 1 iRn 1Qn rlwn •�• ; �.� v '' ik,.t: r.. �(�:; ,, �.- "'_ :� , #'.6 � '` r ` .-.ti° pp'�G yr� 1�.. �r `i,; �' �'� "•9. �,' ,ry" �: - " •� �s� b ! ,,�,7yy7, sir �a»�i �'.. � �..- ' �';�;fi ', `"fit s'a ?;;�; lri� N i�M V 4 5 �yr-'.w S ltS1� 9 36.6' 8.8 ll 110 ~ I ----N.l�_V - J - ---- Fri GREENHOUSE � ,0 In - 36.2 0 olio 4 BARN a! � SHED 16 0 72 52.304 � I IGRAVEL DRIVE ( REAUGN CS TO MATCH NEW CURBUNE GC.4Q P (SEE DETAIL) CI 24297 , _-- g SNET Co. 0 PROPOSED WATER Na 5102 �� MAIN EXTENSION TF.E J11 94 I SY�b _ - - - �APPjLCLQ&TIQLj,EQT r - - wV � 40'4 --- - �-. - Q G V ES.U..H.. ;,f C,R9 TF=1J4,1? FL,n=J103? TF.�11 AVENIF SULLIVAN _ - _ - S � r F ._ 118 /5 PROPOSED 8• SANITARY MAIN EXTENSION (L 226'. S- 2 76%) F.LoWr1708B3 24" R.G.6-. - ------- --- --- 12" R.C.P. _ - 7 - „ __12' RCPI-- f. -- - -- -- Co. 4 1 1---- 32'-EXIST 8" STUB O 0 5% W.Cr Co NO / No 98 P SINE I- o No 9,9 s ` 9 w r Co g No 100 $ a f01 -� O' '18 "' 423 96 ' N 18 796 94 20012 �-- 174.79' TO AEON. TN CwsT c.Jia. I 96 47' TO C- .D. 178372.99 I I E 2001)9.24 N 178448.76 E 200119.73 ; 1 I � ' I PSMH 1 I LV GRAVEL DRIVE TF=11 7 '12 IINV=106.84 10' WIDE ', I I 0 A GRAVEL DRIVE p I I �I� �--------- -----------, - � --------- --------.�'-� � `tip I � I 1 I I it I I: 'i NOTES: 1. CONTRACTOR TO VERIFY INVERTS OF SANITARY SEWER LATERALS AT FOUNDATION FOR THE RESIDENCES AT 1127, 1135, 1148 AND 1156 SULLIVAN AVENUE SEWER LATERALS SHALL BE INSTALLED AT CONSTANT SLOPES BETWEEN CLEANOUTS (MINIMUM SLOPE TO BE 2%). 2. WITHIN LIMITS OF PAVEMENT OVERLAY, PAVEMENT TO BE GRINDED TO REMOVE 2" OF MATERIAL, A TACK COAT APPLIED, AND A 2" CLASS II PAVEMENT INSTALLED. JOINTS TO BE SEALED 3. ALL SIGNS, MAILBOXES, ETC. SHALL BE RELOCATED AS REQUIRED. T f J LAWN/ STREETS/ r ;`_,, CROSS-COUNTRY PAVED AREAS ti NIP v l I 1 r FF PAVFAAF-AIT T)FTAII ! T- T Approved granular non -organic backfdl Q material placed and compacted in one 1foot (max) lifts. --Warning tape per Conn. General Statute section 16-345. as amended, placed 12" (min.) to 24" (max.) above the top othe pipe.Sand Blanket 12" Pipe, as specified " -- -- / Filter Fabric (around pipe and troprock) 1/2 O.D. PIPE 11 `` ,-3/4' Broken Traprock Q I 3, 4" Crushed stone bedding materiol 1/2 C.D. - PIPE Q Q Q QQ in rock excavation or as directed by + Q Q Q Q the engineer. The material shall 1-y meet D 0. T. M.01.01.21 for 3/4" 6" Min. Q Q Q Q d <J Q d Q Q stone Rockfill to centerline of pipe when using Polyethylene or - I A.B.S pipe. I 12" - r - 'I' 12" TYPICAL SANITARY SEWER MENC H SECTION NOT TO SCALE 1 UNLESS OTHFRWISE NOTED, EXISTING 11111ITY 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 11 BEARS THE IMPRESSION SEAL AND ORIGINAL. SIGNATURE OF THE PROFESSIONAL ENGINEER jSURVEYOR. REVISIONS 3 10/29/01 PER TOWN COMMENTS 2 09/25/ Ot PER TOWN COMMENTS 1 07/17/01 SHOW SAN. LATS. TO FAST SIDE RESIDENCES NO. DATE DESCRIPTION r----- - - - -- --7--- -- ----SAW CUT AND SEAL JOINT WITH TACK COAT M 04 01 I. OR 1 :/2- (COMPACTED) CLASS 2 BITUMINOUS CONCFiTE SURFACE COURSE (OR EXISTING_ /� MATCH EXISTING. IF GREATER) M 04 PAVEMENT 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMINOUS ----- CONCRETE OMER COURSE ( OR -- MATCH FXISrING. IF GREATER) 4 "!A rt _.-(COuiI`ACILU) ROLLED krHAWL f 4 BASE (COMPACTED) PROCESSED GRAVEL • SUBASE OVER COMPACTED SUBGRADE •+ - ----.- ------(OR MATCH EXISTING, IF GREATER) (TRENCH BACK FILL) M.02 GRADE. 8 (OR PROCESSED TRAPROCK) I1?" WRENCH 12- NOTES � MIN. _I YES MIN. I ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- SEF DICULAR TO, THE CENTERUNF OF TYPICAL THE PIPE. TRENCH SECTION 2 ALL MATERIALS ARE. TO MEE I FORM 8/4A, AS AMENDED SEC I10 NOT TO SCALE PERMANENT PAVEMENT PATCHING DETAIL ALL WART( WITHIN 1HF STATE R.O.W. S_Hc11 MEET THE C((RRENT STATE OF CONNECTICUT nFPARTMFNT OF TRANSPORTATION SPECIFICATIONS. INCLUDING, BUT NOTLIMITEDTO THE FOLLOYANG: ANCOMPACTED EFORE UCC SUCCEEDING LAYERS ARE TRENCH BACKF"WING SHALL BE PLACED IN SIX INCH (6) LAYERS D B S E PLACED OR, IT SHALL BE PLACED IN SUCH LAYERS AND COMPACTED BY SUCH OTHER MEANS AS ARE APPROVED BY THE STATE INCLUDING THE USE OF A SUITABLE HOEPAC MACHINE OR BY JETTING IN ALL CASES 90% COMPACTION SHALL BE ACHIEVED THROUGHOUT THE TRENCH AREA. EXCAVATIONS IN OFF -PAVEMENT AREAS ARL TO BE PROPERLY BACKFILLED INCHES F LOAM AND EITHER SODDED OR SEEDED. P TOPPED WITH FOURC ES O 0 R APPLICABLE, OP D T BRA LEVEL AND WHERE L E 0 SU DE GROWTH MUST BE ESTABLISHED IN GRASSED AREAS BEFORE CANCELLATION OF THE PERMIT. SIDEWALKS DISTURBED BY CONSTRUCTION SHALL BE REPLACED TO PROPER LINE AND GRADE AND SHALL CONFORM TO LOCAL TOWN REQUIREMENTS. TIGHT SHEETING SHALL BF: USED TO PROTECT THE HIGHWAY WHEN AND AS DIRECTED BY THE STATE DEPARTMENT OF TRANSPORTATION REPRESENTATIVE. ALL OR PORTIONS OF THE SHEETING SHALL BE DRAWN OR REMAIN IN PLACE AS DIRECTED. BITUMINOUS PAVEMENT: SHALL CONSIST OF TEN INCHES (10"), MEASURED AFTER COMPACTION, OF SUBBASE, UPON WHICH SHALL BE PLACED NOT LESS THAN SIX INCHES (6"), MEASURED AFTER COMPACTION: OF ROLLED GRAVEL BASE. UPON WHICH SHALL BE PLACED THREE INCHES (3"). MEASURED AFTER COMPACTION, OF PIWO-COURSE BITUMINOUS CONCRETE. COMPACTED TO 95% DENSITY (PREMIXED BASE MAY BE REQUIRED IN SUBSTITUTION OR ROLLED GRAVEL BASE WHERE THE EXISTING PAVEMENT THICKNESS EXCEEDS THREE INCHES UP TO THE THICKNESS OF EXISTING PAVEMENT ENCOUNTERED. BUT NOT TO EXCEED SIX INCHES, OR WHEN PREMIXED BASE IS OTHERWISE ORDERED IN SUBSTITUTION OF ROLLED GRAVEL BASE BY THE STATE.) ALI PAVEMENT SHALL BE CUT TO STRAIGHT LINES AND SQUARE CORNERS AND SHALL BE PAINTED WITH APPROPRIATE ASPHALTIC MATERIALS, AFTER THE FINAL PAVEMENT HAS BEEN PLACED AND COMPACTED, THE JOINTS SHALL BE SEAIFD WITH 85/100 ASPHAII OR AN APPROVED SUBSTITUTE ' 2 100 I' � I R=100.00 L=19 96 I� T=10.01 A-- 11 IZ rnI00 I � r 7 3. 26' N I N00'1 7'27"E ' I i rTi I 1 INV. C.O. 116.33-8" tt6.50-a' 1+ O R=34 00 L=53.71 / l( T=34.31 0 - A=90'31'01.1 r11 oM I 1 �EJ1 D LInZ r 1 i D I D ;nJ 0 D ll ------ `-J Z co 0 T �Z'C LJ w� m r 2'<n IS c . El- r ji iT Dma I r , I_ 74X'�� I? M 9Z,0S O`��Q 1� to i /i r) ww f^ r- 55.6' o C" LI 1 I Ar , 1 I I� N 1 00 01 248.28' - - N00'17 27"E PROP 5►M! 8' STUB W/ CAP _-- ------ t.F N121_61r\ NY.-1t5EXTEC.NSION) (FOR XTE FUTURE S-L-LI-1-1-VAN PROPOSED 42 LF 8" PVC .17x ---- $ SEWER MANHOLE �• S`? - .AVEI Co. No. 10? $ EX/S MO/v + PROPOSED CLEAN -OUT \` ► _ (� s STRUCTURE CF /�/ � v 'I V / I � PR POSED i -' 0 CLEA(J- OU T STRUCTURE D PROPOSED CLEAN -OUT PROP. 4" SAN. STRUCTURE LATERALS (MIN S-2%) SAWCUT EDGE OF EXISTING PAVEMENT PAVEMENT THICKNESS SHALL MATCH EXISTING -� PAVEMENT THICKNESS UP TO A MAXIMUM OF 6' ROAD WIDENING DETAIL BITUMINOUS CURB WHERE SPECIFIED MINIMUM 1-1/2- COMPACTED CLASS 11 BITUMINOUS CONCRETE SURFACE COURSE MINIMUM 1-1/2" COMPACTED CLASS I BITUMINOUS CONCRETE BINDER COURSE ROLLED VEL BASE I SUBBASE I. THICKNESS OF ALL LAYERS SHALL BE MEASURED AFTER COMPACTION 2 BITUMINOUS CONCRETE LAYERS SHALL BE COMPACTED TO 95% DENSITY. 3. PREMIXED BASE: MAY BE: REOUIRED IN SUBSTITUTION OF ROLLED GRAVEL BASE WHERE THE EXISTING PAVEMENT THICKNESS EXCEEDS Hn• REE INCHES UP TO LE DHICKN€SS OF EXISTING PAVCM€i � T ENCOUNTERED, our NOT TO EXCEED SIX INCHES. OR WHEN PREMIXED (BASE IS OTHERWISE ORDERED IN SUBSTITU71ON OF ROLLED, GRAVEL, BASE BY THE 'STATE 4. ALL. EDGES SHULLL BE CUT TO STRAIGHT UNES AND SQUARE CORNERS AND SHALL BE PAINTED WATH APPROPRIATE ASPHALTIC MATERIALS. 5. EXISTING NORTHBOUND SHOULDER PAVEMENT WITHIN WIDENING LIMITS SHALL BE REMOVED AND BASE UPGRADED TO PROVIDE, PROPER SUPPORT FOR THE NEW PAVEMENT AND RECONSTRUCT TO A FINAL WIDTH OF 20', 6. THE CROSS SLOPE OF THE WIDENED AREA SHALL BE NEGATIVE CONFORMING TO THE EXISTING CROSS SLOPE OF THE EXISTING PAVEMENT SUCH THAT THE OUTSIDE EDGE 01' THE WIDENING SHALL SERA AS A REVISED GUTTER LINE. 7. CURBING SHALL_ BE INSTALLED ALONG THE REVISED GUTTER LINE AS DIRECTED BY THE BUREAU OF HIGHWAYS. 8, ALL DRIVEWAY; SHALL BE GRADED TO A SPECIFIED GUTTER GRADE AND RAMPED UPWARD AT A RATE NOT TO EXCEED 1';/FT. IN THE FIRST 6' 9. THE REMOVAL OF ALL LEDGE, OUTCROPPINGS, BOULDERS, TREES, ANO/OR THE FLATTENING OUT OF SIDE SLOPES SHALL BE PERFORMED SO AS TO AFFORD MAXIMUM SIGHTLINE AS DETERMINED BY THE STATE THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE 07H SECTIONS 20 3008-1 THRU 20-3008-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC THIS PLAN WAS COMPILED GRAPHIC SCALE FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION IT IS NOT TO BE CONSTRUED AS 40 0 2U 410 e0 HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE MHA FIELD SURVEY MAY DISCLOSE. No BEE TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON 1 IN FEET 1 EIEF 12882 1 inch = 40 ft E BY RICHARD P MARTEL UC No. y 0 amIp/� y �m�,,77 ^�OZ S"0O S"OOG IP it#Z. I soZ. NAtliZ. popp p���p" 0po p_p_ op__ bp_!_ i ' i l/1 OD Co -P, F I p ' I Wi o O O c! O c a t m 1 `---------------------- < OIL 0 -- ---------^-----^- - J -------= -EB-� l>��---- r- �--I i a (D Q - -_ 1 _ NOb•1 s_27"E - 400 32' BITUMINOUS CURB NOT TO SCALE CONCRETE. COVER - CONSTRUCTED of FOR H -20 LOADING 0 z r- Ln ':ROSS SLOPE AS PER-- W 'ROSS SECTION NOTES- 1 AIL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PNNTF.D L I AND GROUTED WITH CEMENT. 1' 2 LADDER RUNGS SHALL BE PRO LADED IN CATCH BASIN WHERt . ' HE IGHT OF STRUCTURE EXCEEDS 6 FuT 1 3 N SANDY SOILS APPLY DAMP W� PROOFING ON ALL FOUR WALLS 4 Neu B CK NOT TO BE USED 3. WIRERE PRECAST CONCRETE UNIT -� _ IS USED FOR SOUP THE TOP OF THE UNIT SHALL BE AT LEAST T_ 6BELOW THE BOTTOM OF THE - PIPE OUTLET FROM 114E CATCH BASIN 6 WHERE MASONARY CONCRETE UNITS 1 ARE USED CORBELLING WALE BE LL PERMITTED MAX CORBEL TO BE 3'. l NO PRCLECnON SHALT EXTEND N- X:'.. LIMITSi sIDF or M1rs � -. - 7. ADJUST FRAME ELEVATION t WITH MASONARY BRICKS 6' TO 12' 8. PROVIDE MIMMUAI 2'- o' OF COVEN OVER PIPE AT BELLS 9, PROVIDE 6- OF 3/4- TRAPROCK UNDER EACH STRUCTURE AT BASE. Fk60 WDENIMI CLAM esign SULUVAN AWSWE r o f e s s i o n a I s, inc. DESIGN- GE-5 ORA WN: BEE c HEC'K -D. 68S Civil Engineers - Planners • Surveyors • CIS JOB NO 1280 - DATE' 06106101 satellite roan windsor cunnecticut 060,74 DRAWING NO.: jobs 11280 \ 1280SP \ 1280 16a. a z' CONCRETE COVER • CONSTRUCTED FOR H- 20 LOADING BRICK, ASS 'A' CONCII, NJAHY I.VNVRE IO(F. VR PR4CA> L.. P'1 WHERE BRICK OR MASONAR� Nc;RF 7E UNITS ARE USED, COREF! : F,: A TI PERMITTED. MAX CORN CUT PIPE AI INSIIA l 6' EDGE OFSTRUCtuRE. CLASS 'A' CONCRf RE-ALI6NED LATCH BASIN DETAIL n t.s. Compilation Pion Prepared For IS'tra wberr y Fields 6ulfie' vi m Avenue South Windsor Connecticut SHEET I G I/ li WET WELL VALVE CHAMBER V � f WET WELL L ♦ti E E ar: VALVE CHAMBER k- 2 �, <. i' �' �:�• nt ° . :+ r.�, r 4 PUMP STATION PLANS , NOT TO SCALE r'. h� - a + � h �R .,h 1 '�e ♦ '! �✓/ •S:? 1 '..,5 ,f b r q i rit. e �yt'i4 .• e ` n7 < \ ,i •u y .. ° 3.t . AtIF',.w«.: '-� y§,v� `a �lE.�S, •f y ,r d. .'.;t - �k G� .. r !- i �. rh T' �c�,�,� ,.}.,f w� 4' 7�• , d , • >a. r +3�4;,Y k''.! 14, - - _ �,5. tk5 fi� i a• sl t .Y,'R. .r ? , } _ vt t 3 _ a T4 F � t z 10' 0" S .. THIS DRAWING AS WELL AS ALL INFORMATION CONTAINED ON THIS DRAWING IS THE PROPERTY Jy,:.• OF F. J. SMITH EQUIPMENT CO. AND 15 THE Y w SUBJECT OF PATENT APPLICATION, DISCLOSURES, OR PRIVILEGES. THIS DRAWING IS LOANED OR Lj GIVEN 04JT WITH THE EXPRESS UNDERSTANDING THAT IT WILL NOT BE COPIED, REPRODUCED, OR V) OTHERWISE USED IN WHOLE OR IN PART TO MAKE '4. a PARTS OF ASSEMBLIES WITHOUT EXPRESS WRITTEN PERMISSION FROM F. J SMITH EQUIPMENT CO. IT z IS NOT TO BE USED IN ANY MANNER THAT MAY $ CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY r' w `L Of TO F. J. SMITH EQUIPMENT CO ACCEPTANCE OF DRAWING WILL BE CONSTRUED AS AN AGREEMENT TO THE ABOVE. N 4 "' A`; !; 4 PLI NAME: jobs. `12iS0\,11E395►'\i1t31J_' rrj.dwq ` - z_ -� x ' UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISION S o n LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE# INFORMATION. ALL EXISTING UTILITIES SHOULD'as 4 10/29/01 WETWELL DEPTH BE FIELD VERIFIED PRIOR TO CONSTRUCTION. . 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 10/01/01 PER TOWN COMMENTS BY A LICENSED LAND SURVEYOR PRIOR TO 2 07/30/01 PER TOWN COMMENTS CONSTRUCTION. 1 O 01 6 O6 / / I NEW SUBMISSION 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE 01' THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 12' D CONTROL/GENERATOR BUILDING PLAN VIEW LEGEND: I TOP OF SLAB ELEVATION 'B r C2 (2SEWER � INVERT � H (FROM SMH/8) 3) C2�� r. �4,. -- --, �9l I TOP OF SLAB FINISH GRADE ELEV' 'D" �J\YJC VAT'IQN A' 'VATI�''�C•' 5 ,moo Till 3 o --- ` 6 RECOMMENDED DISTANCE /vv I• 20� 24 7� 20' 22) FORCEMAIN C.L. ELEV: 'F' O _ 1 7 1 \ �� i / FLOOR ELEV: "E" 14 b 8 \ 35 34 11 12 32 C15 C� 17 18 1919) \/A 1 1/17- /-N " AAA0C1-) i t L-1 I \ t r- t r, r-A n n r--,% r- Fx _ I = NOTES: • 1. PIPE SUPPORTS SHALL BE FURNISHED AND 31 INSTALLED AS NECESSARY. ° 2. STEEL REINFORCEMENT LOCATION AND SIZES BY OTHERS. HIGH LEVEL ALARM ELEV: 'P' ' 3. ALL MECHANICAL FASTENERS 304 S.S. LAG PUMP ON ELEV: •0' 4. STRUCTURE EXTERIORS TO BE DAMPPROOF COATED. \� •' 5. ALL PIPE AND FITTINGS SHALL BE COATED WITH LEAD PUMP ON n cv •m' . A TAR BASED EPDXY PAIN1. BILL OF MATERIAL r 1 PRECAST CONCRETE STRUCTURE 21 GRAVITY SEWER INLET (8") 2 ALUMINUM ACCESS HATCH (30'x4B") 22 4"0 FORCE MAIN • 3 4"0 STEEL VENT W/SCREEN 23 2" DRESSER TYPE COUPLING 2 (4) ' 27 4 JUNCTION BOX 24 4" DRESSER TYPE COUPLING PUMPS OFF ELEV: 'M' •• • I I 5 EYA ELECTRICAL FITTING 25 1 /4" S.S. LIFTING CHAIN 6 2" GALVANIZED RIGID CONDUIT 26 STAINLESS STEEL GUIDE RAILS SCH 40 I 4"0 FL. D.I.P. 27 PUMP BASE 8 2"0 P.V.C. DRAIN PIPE SCH 40 28 SUBMERSIBLE SEWAGE PUMP (2) LOW LEVEL -ALARM ELEV: 'L' �� 29 SLIDE RAIL ASSEMBLY (2) 9 PRECAST CONCRETE STRUCTURE 30 CONCRETE FILLET 10 ALUMINUM ACCESS HATCH (30"x30") 31 FLOAT SWITCHES (5) BOTTOM SLAB 28 11 4"0 LEVER do WEIGHT CHECK VALVE 2 ( ) 32 PIPING SUPPORTS 12 4.0 GATT VALVE (2.) 33 MANHOLE STEP _ _ ELEVATION 'C' °', SMP 14 LINK EAL 35 GRAVED BASE BY OTHERS I° !.__�-_ • ; I 15 4"0 90 ELBOW (4) ' .----- -- 16 NOT USED 17 2"0 PVC 90 ELBOW 18 2"0 FLOATING BALL CHECK VALVE G 19 2'0 PVC 90 TRAP / 20 FLEXIBLE B001 (7) 35 WET WELL_ 11 1, METER & SOCKET 2. 208VAC 3 PH, MAIN CIRCUIT BREAKER 3. EMERGENCY LIGHTING (1) 4. 5 K.W. HEATER 5 2 LAMP 110 WATT LIGHT (2) 6, GENERATOR 7. EXHAUST LOUVER 8. INTAKE LOUVER 9. AIR DISCHARGE DUCT 10. CRITICAL SILENCER (TYP.) 11. EXHAUST FAN W/SHUTTER 12. HIGH PRESSURE SODIUM 70 WATT 13. BATTERY CHARGER 14. PEDESTRIAN DOOR 3'-0" x 7'-0" 15. EXHAUST DAMPER 20" X 30" 16. INTAKE DAMPER 30" X 30" 17. GENERATOR RECEPTICLE 18 855x8" WIREWAY 19. PUMP CONTROL PANEL 20. 2 POLE GFI OUTLET 21. AUTOMATIC TRANSFER SWITCH 22. MANUAL TRANSFER SWITCH 23. 208/120 V 3 PH. PANELBOARD 24. COMBINATION MOTOR STARTER (2) 25. ALARM PANEL Manufacturer Model No. I-Ap VOLT Phase Hertz RPM GPM rDFi\, Myers 4WHV75M4 .5 H- 220VAC 3o 60 1750 120 `,48' `i a , ; *rt 6 � ' ;t �+ • fi 'L , '�!`+�\,r�r,�y�' �': 2 ,�, � . Y y >. =�`3.,{�` 1.ti. y •:<a p ,z } �3 M1Fa r ae .\'T '.�r . ^ ix.l• f 4/4 Vk ' q� _t - n s MHA MHA/BEE GBS/BEE CBS/BEE Key L'evat!on D e s c r i p t o r A 85.00 Finish Grade H 85.00 Wet Well Top Slab Elevation C 70.00 1vvet Wet i rsottom Siab tlevat ion L) 85.00 Valve Chamber Jop Slab Elevation f" 78.00 valve Chamber Bottom Slab Elev. i 80.50 Forcemain Center iine Elevation -1 78.12 r G r a v i t y Sever Invert Elevation K N A 71 . 50 Low [_eve I Alarm M 72.50 Pum ps Off N 75.50 Lead Pump On n 7R n nn p�mn nn5I i P 77.00 High L_evel Alarm - Key Dimension D e s c r i p t i o n I 60 Wet Weil Inside Diameter r 48 Wet Well Hatch Length (i 30 Wet Well Latch Width VY 72 Val Y e Chamber Inside L_en t h v� _ 72 Valve Chamber Inside Width 24 valve Chamber Hatch Length Y 24 Valve Chamber Hatch Width 7 AAJ 15 -0 Wet Well Height B - C RB 0 --- VaI./e Chamber Height (D - E) Cc- lX)1 -- -- 860.291.8751-'-', MD DRAWINGS esign N O T T O SCALE &rof e s s io n a ls, inc. DES/GN. GBS DRAWN. GBS/BEE CHECKED: GBS I Civil Engineers • Planners • Surveyors • CIS JOB No 1280 DATE:- 05/1/07 165 south satellite road south w,nasor connecticut 06074 DRAWNG NO.:jobs.- 1280 k 7280SP 1280 17o.dw i r- � +-t 0�0 I >� C4 u7 >� 00 r � � C C� .• X � L+--• ♦ «r L _ O 0 ^p N Ln 00 N F- Z f� J J� <1 F 0 � o � m o Z }3 z p � I U � W LL 0 0 .Q Q W F DO J Wd J a I�>u z < JQ�I J to �WuW R(UECT NUMBER I FJS PP p I Stra wherry Fields Sulfivan Avenue South Window Connecticut SHEET 171/ 17 1 h BEDROOM/ 5TUDY 111-0"X13'0" BEDROOM 11'-4" X 9'•'"` J- I,LAUND. U .-I"" --- KITCHEN 14'-U" X14'-0" P3 2 CAR5 GARAGE MASTER BEDROOM 14'-0" V 17-0" iYALK-l1` CL05ET LIVING ROOM/ DINING ROOM 21'-O" X 24'-Cv' r-1 r--1 r--I I I I I I I I I I I I I L- J L- J L- I LIVING ROOM I (.. . 14'611 X 17-9 QO DINING ROOM 12'-6" X 17-0" ✓0'-�'):, MASTER BEDROOM 14'-0" V 151-01, 30'-O" LIVING ROOM 14'6" X 17'-0" _' `q 71 CL05ET `��^ - ,11 ,' 5hely BATH. ' ONE CAR GARAGE ■ t•' •i • �. 1 I P F1'• I..� �J , i1 I. I. s } ,;. rh r':'i� - '-4^''.' (] .. GARDEN HOME UNIT 1,526 51..F. .'� :.s .,. .• C 1 �FlRST FLOOR PLAN L . I:" . ] I A. A-101 SCALE: 1 /8"=1'-0" r TOWNHOUSE UNIT 2,154 5.F. SCALE: 1 /8"= I'4' i I I , I S 1 KITCHEN ,' I91-61, X 14181 ti ` - - - DINING ROOM 12'-5" X 17-0" 5UN ROOM OPTINAL 69 5.F. v `II <-*r 4.y»��� • . MASTER j iBEDROOM ` 14-0" V 15-O" CL05ET - I ,' 5hek t BATH. \, ONE CAR GARAGE E1 S . } ���' 3 w 2 .52+ ,tom. ai i . .R .. TOWNHOUSE UNIT 2,154 S F. iw-� ,�-�;�,*Ilm-`- � 4*1 ..�, ;s.i,:2•s • :y < „•fF,+• 'i- i`':LIe,>• 2C'� a`r' ><;f.i", a a'i'�'yi`0 'III`?� - e �:N 3rI. ; d E 11-1. , t �• i., r +, f DRAWING LIST: , a , 2".1. , I&-- L. >,. 0 , 'ws.. ,.. _ , �x. , �' 4 - c r -117+ ., 1 �, f .,• �" '' r,� t 'i" . = y; yr ..i' i ¢_', ,- -'.z. •,i `+�'t 7 :e t S,�' i'F ,t ...; i r' • ,.. t• �4 _ tC i >' - -i- A. ,y,,.�r ♦ �y'S•• `f " ; ' 0 ' i - , ,4 f -i` 'i '! �, t *..,Yr fi 9iI,C.. yS .q,• ``. .'.i••-- - 7 "-r. A° r t�.; i `; a IL_ i. att -'ri' �A'. i�. ��%1 .. 'p +t �a,y�{^�+ {�Ci r..� t, Tf''>'._.. -.:: !p A' k �1s:Flggyf• t'.' .y Tt6M '�'T:r'.. rt �' -, '"� ;Y '_ h �.,.` ,el .fit s '� "„ :I ,-a.'{ .• c * '+r �-•' 4t', ";f „ !e .'i1•? �`. .: f ' { _ F �N.';I . .g�,: >. ,a �,� i ,ham..• .j i o $ ' ' '' ' �'� r' BEDR OM :? ,,�• .�. 'h '',`. 4x t ', i l' r f �. �4' ^.• � '.� ;� i,�r-+ : MASTER I Hai ,,r,t ' c,. BEDRGOM *. - .I. �c : A r ;lP: ` 14'-O V 1%'V .. ," i rro - 4 ' y i �,.y �. �' +- y� , . _ , BEDROOM BATH ''" 14'-0" X 12'-6" *' 7 :`I::' ` ,4., ! ROOF r",-� v 1. - • I.®BATH. `7 I I k: c". d ., f t * «� rx III LK-INEIL - - BEDROOM/ ` ! `. 5UN ROOM Up T••'1r r t+ - '•, , r 5E T 5TUDY , ,r. , (OPTIONAL) :a �• ' t• _ I�LAUND. 11'-0" X 13' 0" 120 5.F. BATH. ; . ' . r� , , Syr � •' I:` , ,,,, r I-11 III 11+fl ---A [--� - , ,�,-,f�- 7 . . I a• , "� t r' * -1 . f- SEATING AREA P . t -,: t ,4 �,4 *;. ,- ' r . 'a M �,,,f J�, '.i % 11 I. " _ t`y ,t;'.I' r' �1' r - �,,,r '/-Yf A .� �.'• . j, LIVING ROOM/ KITCHEN �EGK STUDY " ; : as T.• -fix '>� t �' 14'-0 X14 -0' 12'-6 X 11 -0 t ,t i , DINING ROOM/� �1 .A :. T' {� � ' .ej-,11 21' 0" X 24'-0" �YIT y Dn. r ' . *{[' +, S .r 5 41i" �H r R ,4 r M. 1. (-Y)--7 --.�' `i r;}" l: a �,_ r,tdrt y.4,,�, '' !' � iq` , ,�I, '. aT yr, � y >< +�• •/ ' ..rid• r P '., t(�•�"' ' 4, _t;Z,'* Yt� I9' '1_3 - �. F ". y; . i. I i i I I I UP UP 4, , x u' `' ' 1. �,� : B 1 AN C o I I I I I I ' , ` mac ', 1` S_: " _ It `:'` Sr. - ' . GlOL1TT9 L J L J L J UP DINING ROOM _=': -` > ,- � '" 41-6 �'" .: p �. W E S T4N flv'r �«�`#` t,r- BELOW RQQ aF `> ��,fr, s'F ' V k'ti' 1' AK'`T 'z4 , r s�f �I f.a� °' r4L J::��1 �,+'" � '" y ,* R11 t< � �..: ...'�I I r,m i`yy k^r7^" ,•.. -,. ,51' %!j"" A'. .7r. l: ♦"' �„ _�,;r -,i.; AxCMlTit if LtC 2 CARS GARAGE r �e1 ", `' ' , C' ; � , +T. {rrr ^; , � . I� S00 Plaza Middlesex ;3 r r» iS u,. bra . 1 ! -•f', r A. a r7 •-a+•fr ry j^1 a r. Middletown. C7 0�157 I'.','.','.','.','.','.. e ' i, 3° ;v y Tel 8i 0.3 !, . ! 7 ] 2 . ', •h t.r r. { s'Ct { r.,7.t r Fax 86 ]17.407S q'11 <\wA. .4 ,t A .w ai �< r a! } is v t. +.p�,• i ::. y .«. J• ". ' 1. tt n I, , 01 !r. ' ' ,� Wit" r. �. I# ' Y ,', , It- ti t. _0. • 1-1 �}" t > C �,!y r`., sr n 'I' %r-vt, , ''` ,i, 4 ` �'. 1: •; t� ,• st . t'r i' n 1 n r a� R.. Co su to ts: a b '� ;' -S i 6c . A- ' 9' :s A'r r. d.a. F, to � '�'� �j. -.Arr '1. 46 w 7r'4 .�yr ^- t•iM1 �� , r ,d 4;. %+ yy s f.. yy "Y. ,J r -P" '1. �4i ra '{ ' } - � nZ c t :rJ 'A" •:i• . -. - „ •.'Y - x • • es �I.. 4 ,• } 4 0 °�`',S 4 •: .p T .3 cT �; •dY' R rP' - t.., .�,`�4-' !•i. i { h. f a r I :.'fir i1 d ` ?'„ I r #� R ' + t :h{ yyam�,,,,,, •� '4c' t .2.T%trr r ,b t�,�1 �'r j• .,..., ..... r, X r NjlTr.. ',�; AC R „� - .y, .�. rKf,; � `.y,'' ;'�••� >c .-p". +�! �:i,f,"'+•,'rSY. •.' '4r 1`• • I • - 4 n lC '.,1 r -7 + 'j f M4v r. - r .. % ? a r r �, r- K ��: {- ,.JY 4 ri � s /, y } r rA • Zb > • i'', i" .,Ir - -,iron .'i: TOWNHOUSE UNIT 873 S.F. 't ? - . . _ Y x r. 3 r •X. . #.�pper� � f : v ' 'r. ,!-th.' yam, -. r t-}a Ord "•. "r '� .fry -.rt'^ 2:,, ;S,.E[L s:.%j: "�+ {�y '..,j� .�,�.,r .� ,.,�: ti�:ti<< 'a` .:r rt. 'dl vir�•. r';,i`^' x. _ X ?' %'� v±.. _ �. ,••a.. �>` J`'. it.. •::yk 4i :s:t ti-7•'}!!.��� ,'+�a 1 .v _ �• kr r �., a{ ` - .'ti!'^ _ -'.«. - .Y'.' gal /'�t'F,'. - ti�w• a- r.+:'A S' <a:�: I~ ��. G RDEN HOME UNIT 1,826 S.F. , & - �. ', � 7 ' j�F -" .y•�r ,,, S '# 'f•. 'Y,a,, !•,• _ :�I 4trl* k-.t�S • �e`'�' - j,+ K, i. •1�, ' _'e It f .t �•}t1 :,�,"•!1 -. 7 4 , t F* + ::•be - . yr. .'� . ?! rl': Yw;' +,°. y'o y > Mr . p I. I. ''' `N E T b d �' �' T l r� h „k l•'O yy 9 S 4 , �Y : , • . S O OOR PLAN --�, • ; , r: :i•iK r . y,-Ik _ .,? '. it '- l ..Yy , Cam'\'r'' i ,:.L ' 11� 1 11 -eli 7i µx. ''- �.. h ,. - ., ' a.` .. _q - - -�_I. ray;,? 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I " 1. .., . . - 'e, � ��,� 'I �,�. _ , : - ,:1 -, --, , _. . -_ i, , �11-V'..'' I - .,�?%• , , - 1. ", �� " ,; .� �` . -:-sr, -, .1% , -, � �, '. � �. . , , ., 4 1 �,� � ''i . " ! , '. , , , . . . . , , , . .• - . - , I ; . - .. k;;� . ., . . . , I : . " I . . I - , ; I , . �t .. . - 1... ,, 41�� 1,I r_j L; _"1 �r -) - DATE: 05/30/01 I- ...: ,,f�1_�♦ �- - j�:# 00210 j`a Via' � I � , �' I , , � � / L__-A --- __ --- �, w1 a a w7 ; / w2 / w5 r// \ w4 \8A / w3 00 f J ' i � ' I , , � w34 i 1 rJ35 , , , , w36 _ � 12!1 —11 i r� 1 (w26 ( w 7 1 � , �2 J w33 /1-► w39 w31 _ \ w37 w39 �~ �N38 / w40 w41 / \ w42 �� a 84 , , , Iw � .// w43 / / w45 r 82 w47 \ w48 \ \ ; ~ ' w49 w50 -A ____r25' SIDE L YARD zo u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY zz 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 LANDSCAPE ARCHITECT. NO. I DATE REVISIONS DESCRIPTION RECEIVED MAY 2 9 2003 SOUTH WINDSOR PLANNNG DEPT. 1��06•g4 N/F ToMq OF SOUTH MND.SnR GRAPHIC SCALE 40 0 20 40 80 IN FEET ) I inch = 40 ft. i Tel. 860.291 • 8755 Fax 860.291.8757 es�gn rofessionais, inc, civil engineers • planners surveyors ■ landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 1AILL5DAILE ROAD 1 FAd \ 1 i tih 1 1 win I \ EXHIIBIT NO.� DESIGN: BEE DRAWN.• BEE I CHECKED: GBS ✓oB No.: 1280 1 DATE. 02106103 DRAWING NO.: jobs i 1280 \Base--ArchRev1. dwo Exhibit Plan Prepared For: Stra wberry Fields Sullivan Avenue South wi>masor colnecticut SHEET ilwl M w1a / / � W. w33 / w32 w31 w3( , / / w34 t/ w35 , / / , , , i w36 / / , w37 w39 �~ w38 w40 w41 f T w42 / ---- / J / t / / / l w43 W45 w47 \ w48 \ ' A \ nra IN. w50 50 ` � 25' SIDE— �, 25' SUFFER _ i -{r, _ _ w51 �. x oil][ 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 LANDSCAPE ARCHITECT. NO. I DATE REVISIONS DESCRIPTION GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. Tel. 860.291 • 8755 Fax 860.291.8757 esign Professionals. inc- civil engineers • planners *surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 ►ZF %Z:c z Q ca 0 HILLSDALE ROAD f EXHIBIT N0.2 DESIGN. • BEE I DRAWN.• BEE I CHECKED: GSS ✓OB NO.: 1280 IDA T£ 02106103 DRAWING NO.: jobs � 1280 V1. h C;l I Exhibit Plan Prepared For: SHEET S'tra wherry Fields 2,// Sty Rfi vain Avenue JX2 South Winm&or Connecticut 1 n L 0 Ell E E Lighting Fixture shall be by Architectural Area Lighting (nor approved equal) Promenade SeriesO .Style: PRIM3 Arm: TRA-8 H3 (horizontal lamp, type 3 reflector) Color: Black Provide tempered glass lens. PnIQ! d" ctraiaht rniind Base: BC6 Color: Black Note: approximate height to light source Is 1 z'. Fixture shall be grounded In accordance with local code. Follow manufacturer's instructions for installation. Site Lighting Pole GENERAL PLANT LIST SYMBOL BOTANICAL Common Name Size NAME AS Acer saccharum 'Green Mountain' Green Mountain' Sugar Maple 2"-2 1/2" cal. AC Amelanchier canadensis Shadblow 8'-10' ht. BJ Betula jacquemonti Himalayan Birch 8'-10' ht. CS Cornus stolonifera Red —twig Dogwood 2'-3' ht. FP Froxinus perinsylvanica 'Marshall's Marshall's Seedless' Ash 2"-2 1/2" cal. Seedless' HQ Hydrangea quercifolio Oakleaf Hydrangea 2 1/2'— 3' ht. IG Ilex glabra Common Inkberry 1 1/2'-2' spr. IV Ilex verticillota Common wnterberry 2 1 /2'-3' ht. JV Juniperus virginiana Eastern Red Cedar 6'-8' ht. MS Malus 'Snowdrift' Snowdrift' Crabapple 1 1/2"-2" cal. MG Miscanthus sinensis 'gracillimus' Maiden Grass 1 gal. MP Myrica pennsylvanica Northern Bayberry 2 1/2'-3' ht. NK Narcissus 'King Alfred' King Alfred' Daffodil — PA Pennisetum alopecuroides Fountain Grass 1 gal. PP Picea pungens 'Colorado' Colorado Blue Spruce 6'-8' ht. PN Pinus nigra Black Pine 6'-8' ht. QR Quercus rubrum Northern Red Oak 2"-2 1/2" cal. SV Syringa vulgaris Common Lilac 3'-4' ht. VC Voccinium corymbosum Highbush Blueberry 1 1/2'-2' spr. VIC Viburnum carlesii Korean spice Viburnum 2 1/2'-3' spr. VP Viburnum plicatum 'Shasta' Shasta' Viburnum 2 1/2'-3' spr. Quantity Comments 26 B&B 33 B&B 4 B&B, mutli—stem 150 container 10 B&B 24 cont. 63 cont. 178 Cont. 10 B&B 20 B&B, matched 110 Cont. 123 Cont. 3200 bulbs, falI—planting only 20 cont. 24 B&B 91 B&B 8 B&B 39 cont. or B&B 53 cont. 51 cont. 100 cont. BASIN PLANTINGS: THE FOLLOWING PLANTS SHALL BE INSTALLED WITHIN THE WATER QUALITY BASINS. THE PLANTS SHALL BE SPACED ON 3' CENTERS. THE ACTUAL PLANTS TO BE USED SHALL DEPEND UPON AVAILABILITY. Scientific Name Common Name Acorus calamus sweet flag Asclepias incarnate swamp milkweed Aster novae-angliae New England aster Carex crinito fringed sedge Carex lurida lurid sedge Carex stricto tussock sedge Eupatorium maculatum joe-pye-weed Eupatorium perfoliatum boneset Glyceria conadensis manna grass Iris veriscolor blue flag iris Juncus conadensis Canada rush Juncus effusus soft rush Leersia oryzoides rice cut grass Scirpus cyperinus wool grass Verbena hastata blue vervain BARN FF z �h�+i,�N_ 112.24 • �JI ■ G-K or •���urn— .:p IL. !_ ..`ram ' = ■■�. WIN a� • • • �/ � // r • 4 � 1 �r i � • . jai • iVi ra�w; � • y I u-Ly—u I rGf[ ivvvw uuMM� I ]VIn Pi I 8 10-01-01 PER TOWN COMMENTS BEE 7 07-18-01 REVISE PLANTINGS PER TOWN COMMENTS BEE 6 06-20-01 PER TOWN COMMENTS MHA 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 5 06-06-01 NEW SUBMISSION MHA 4 05-07-01 REVISED BASEMAP MHA 3 02-15-01 REVISE PLANTINGS MHA 2 01-09-01 GENERAL GBS 1 12-18-00 GENERAL GBS NO. DATE DESCRIPTION BY ; , , , , a 0 ��. 0) h w39' w38 3 AC 1 w44 w43 w47' w48 4 ~ 1 FOR BASIN w50 ( -� PLANTINGS �25' S YARD _ 25' BUFF- ` — _ NOTE: DO NOT INSTALL TREES WITHIN 10' OF STORM OR SANITARY STRUCTURES. PLACEMENT OF LANDSCAPING IN PROXIMITY OF INTERSECTIONS TO BE DONE UNDER SUPERVISIVI\J OF LAIVOSI APE ARLHI IEI. i ^UR 11—IVGIIVEER I V PRVVIDE IVIAXIIVIUIVI SIGH I Li IV ES. GRAPHIC SCALE, 40 0 20 40 80 ( IN EET ) 1 inch 40 ft. br— 10 AS PLANIMIE,IFRICS Landscape Architects • Development Consulting Planning 6 Zoning Consulting 136 Simsbury Road Avon, CT 06001 Phone: (860) 677-5267 Fax" (860) 674-2693 PLANTING & LIGHT PLAN DESIGN: RA I DRAWN: MHA I CHECKED: RA JOB Na: 00-1280 DA_..: 11 •-17-00 _ DRAWING NO.: E.• •!08 STRA WBERR Y FIELDS SULLRVAN AVENUE d C Q Z Q AREA SEED MEAD 5 AS SHEET L 1 4 I,I j t_' Lighting Fixture shall be by Architectural Area Lighting (or approved equal) Promenade SeriesO Style: PRM3 Arm:TRA-8 H3 (horizontal lamp, e 3 reflector) 1,50 WATT ti P Color: Black Provide tempered glass fens. Pole: 4" straight round Base: BC6 Color: Black Note: approximate height to light source Is t S'. Fixture shall be grounded in accordance with local code. Follow manufacturer's instructions for installation. Site L1_qhtin_q Pole GENERAL PLANT LIST SYMBOL BOTANICAL Common Name Size NAME AS Acer saccharum 'Green Mountain' Green Mountain' Sugar Maple 2"-2 1/2" cal AC Amelonchier canadensis Shadblow 8'-10' ht. BJ Betulo jacquemonti Himalayan Birch 8'-10' ht. CS Corpus stolonifera Red —twig Dogwood 2'-3' ht. FP Froxinus pennsyivanica 'Marshall's Marshall's Seedless' Ash 2"-2 1/2" cal, Seedless' HQ Hydrangea quercifolia Oakleaf Hydrangea 2 1/2'— 3' ht. IG Ilex glabra Common Inkberry 1 1/2'-2' spr. IV Ilex verticillato Common Wnterberry 2 1 /2'-3' ht. JV Juniperus virginiona Eastern Red Cedar 6'-8' ht. MS Molus 'Snowdrift' Snowdrift' Crabapple 1 1/2"-2" cal. MG Misconthus sinensis 'grocillimus' Maiden Grass 1 gal. - MP Myrica pennsylvanica Northern Bayberry 2 1/2'-3' ht. NK Narcissus 'King Alfred' King Alfred' Daffodil — PA Pennisetum olopecuroides Fountain Grass 1 gal. PP Picea pungens 'Colorado' Colorado Blue Spruce 6'-8' ht. PN Pinus nigra Black Pine 6'-8' ht. QR Quercus rubrum Northern Red Oak 2"-2 1/2" cal. SV Syringo vulgaris Common Lilac 3'-4' ht. VC Vaccinium corymbosum Highbush Blueberry 1 1/2'-2' spr. VIC Viburnum carlesii Korean spice Viburnum 2 1/2'-3' spr. VP Viburnum plicatum 'Shasta' Shasta Viburnum 2 1/2'-3' spr. 10 Uq 12 !c f`�II�� � ll I��■■ p __a ACCESS & UTILITIES EASEMENT FROM TOWN OF SOUTH WINDSOR IN FAVOR OF SULLIVAN TOWN HOMES, L.L.C. EASEMENT AREA = 20,918 S.F. (0.48 AC.) 11 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. Quantity Comments 26 B&B 33 B&B 4 B&B, mutli—stem 150 container 10 B&B 24 cont. 63 cont. 178 Cont. 10 B&B 20 B&B, matched 110 cont. 123 cont. 3200 bulbs, fall— plan ting only 20 cont. 24 B&B 91 B&B 8 B&B 39 cont. or B&B 53 cont. 51 cont. 100 cont. I NK - Z W Z L N O O Q 0p � N 1Nr Z r Q o _ 0 H 4 Z J O F_ 7; t7 - ,6 4 o V) M U tocr) II II II 10 fI I C t 1, 9 10-29-01 PER -;)OWN COMMENTS MHA 8 1 U—U1 —U1 PER TOWN COMMENTS REVISE PLANTINGS PER TOWN COMMENTS BEE 7 07-18-01 BEE 6 06-20-01 PER TOWN COMMENTS MHA REVISIONS 5 06-06-01 NEW SUBMISSION ivIHA 4 05-07-01 REVISED BASEMAP MHA 3 02-15-01 REVISE PLANTINGS MHA 2 01-09-01 GENERAL GBS 1 12-18-00 GENERAL GBS No. DATE DESCRIPTION 8Y ------------------------------------------------------- \, 0 0 00 BASIN PLANTINGS: THE FOLLOWING PLANTS SHALL BE INSTALLED WITHIN THE WATER QUALITY BASINS. THE Pt_ANTS SHAI BE SPACED ON 3' CENTERS. THE ACTUAL PLANTS TO BE USED SHALL DEPEND UPON AVAILABILITY. Scientific Name Common Name Acorus colamus sweet flag Asclepias incomata swamp milkweed Aster novae-onglioe New England aster Carex crinita fringed sedge Carex lurida lurid sedge Carex stricto tussock sedge Eupatorium maculatum joe-pye-weed Eupatorium perfoliatum boneset Glyceria canadensis manna grass Iris veriscolor blue flag iris Juncus canadensis Canada rush Juncus effusus soft rush Leersio oryzoides rice cut grass Scirpus cyperinus wool grass Verbena hostato blue vervain TOTAL 62VA11-4T 1-r -(' , A-700 ILL.ArF�IT� w37 / AC i 1 w44 w43 w46 w47 w48 X ---lam 41 FOR BASIN w5o ( - PLANTINGS r25' S! Yq RD 8( F-FER5\25, NOTE: DO NOT INSTALL TREES WITHIN 10' OF STORM OR SANITARY STRUCTURES. PLACEMENT OF LANDSCAPING IN PROXIMITY OF INTERSECTIONS TO BE DONE UNDER CI IPFP\/ICIr)Nl nr I AmnQ(-ADC Aorui-rc1-r 11 r- II � I.I L /IIVVJV/lrL r�i��,nl IGI.I UrN LINhIINLLM TU PRUVIDE MAXIMUM SIGHT LINES. �544225»1 10 \ AS GRAPHIC SCALE 40 a 20 40 80 PLANIMETRICS �! Landscape Architects • Development Consulting ( IN FEET) Planning 6 Zoning Consulting 1 inch = 40 ft.. 136 Sbasbry Road Avon, CT 06001 Phone: (860) 677-5267 Fez: (660) 674-2693 AREA SEED MEAD 4.I PN ��crr �aSH EE T (�CP � ia �'Y ER .� Y �I.�LDS' R�W. � DESIGN. - RA DRAWN: MHA CHECKED: RA SULLRR YAN AVENUE R q}E N q�Lv ibs= NOVry ! � ✓CB NO.: 00-1280 DA TE: 11-17- 00 �`/ v d11 �Y lGl� l�J 1C2 DRAWING NO.: E. JOB 1280 1 l SOUTH W UNDS® 28 )SP 1280—L la. dwg Q:O\ ����:�� ,USCR Pi 1 f ,..o 7__- 9 71 .-..7 f 'PRO? 5 J. 46 lie 11 Ar J-k If- 3 A 4 Y, 0'. is MW F,'C T 1 t 17S A r— T F, -ez; Yi A fe— e--,' T R'OVOSS11) 0, SHEET GRAPHIC SCALE PLANIMETRICS Site cross -Sections Landscape Architects -Development Consulting tra.W ern\ Fie ds L2 IN FM-T Planning fi Zoning Consulting DRAWN. CHECKED. H:EC:K�M 1 inch 20 ft. 186 $W"wy Rosa Avo% Cr 06001 JOB NO.: DATE:- South WI*ndsor9 Connecticut L3 M~ ("0) 677-SU7 Fax:, MO) 674-M93 DRAWING NO.: MOMMMOOFMOO" AWL itiiiiii 4 w1 a d w10 �\ \ w7 \ 1 \ � f 1 w11 \ I 6 i \ w13 w14\ i / 1 12 / w2 o w l \/ % / / \ w5 / w4 \ i / \ w24 w22' / w3 �86\ w25 � Iw26 w h � / �c`� 28 � , 1 � w33 J \ � \ � w32 w31 w29 � A ♦ �w30 / / 82 w37 w39 \ _ — — �v38 / w40 J'14 4 \ ( 8A i T �p rnN w42 ala w al4 84 `w44 / w43 w45 r ' � 82 / 80 1\ — w46 �\ w47 / w49\\\N0 CP A__25' SIDE YARD 0 o ii 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. S 3, THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL LANDSCAPE ARCHITECT. HNO.DATE DESCRIPTION BY RECEIVED MAY 2 9 Z003 SOUTH WINDSOR PLANNING DEPT. 1 N/F TOWN OF SOUTH WINDSnR O� ,o"HILL$DALE ROAD I ti� t I I Al \Bu_ I �I O � I 62 MAIN coo BLOCST w I \ \ \ \ ti GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) I inch = 40 ft. Tel. 860.291 • 8755 � Fax 860.291 • 8757 �XHBOT ^ w nOo� JC _ resign of ession als, 'n C ■ DESIGN.• BEE DRAWN.• BEE CHECKED: GBS �I civil engineers • planners surveyors landscape architects • gis • gps JOB No.: 1280 DATE.• 02106103 165 South Satellite Road, South Windsor, Connecticut 06074 DRAW/NG No.: jobs 112801 Base —A rchRe v1. dwo Exhibit Plan Prepared For: Stra wberry Fields Sullivan Avenue South Windsor sor Connecticut SHEET 1, i w1a / w2 i � w i � w33 w32 w31 w31 i i w34 w35 i i i i w36 i '7'7g'2S„W / w37 w39 w38 w40 w4 w42 C AIL i i w44 / w43 / w45 ~_ w46 \ -- --.� —�� w47 / \ \�� w48 w49 / w50 \ �25' SIDE w51 V z `1<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 LANDSCAPE ARCHITECT. NO. I DATE REVISIONS DESCRIPTION GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. Tel. 860.291.8755 Fax 860.291.3757 &esmign of essionals, inc. civil engineers • planners surveyors landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 0 HILLSDALE ROAD 61 EXH161T N0.2 DESIGN: BEE DRAWN.• BEE I CHECKED: GBS JOB NO.: 1280 1DA TE: 02106103 DRAWING NO.: lobs 112801 Base—ArchRevl. dwo 0 I Exhibit Plan Prepared For: Stra wherry Fields SuRfi van Aveaue South Windsor Connecticut 4 14b SHE 2 GENERAL NOTES 1. PLANIMETRIC INFORMATION IS BASED UPON THE ORIGINAL APPROVAL PLANS PREPARED BY DESIGN PROFESSIONALS, INC AND PLANIMETRICS. 2. INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON AVAILABLE INFORMATION AND MAY BE INCOMPLETE, AND WHERE SHOWN SHOULD BE CONSIDERED APPROXIMATE. THE LOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TO BEGINNING CONSTRUCTION. CALL "CALL BEFORE YOU DIG", 1-800-922-4455. ALL UTILITY LOCATIONS THAT DO NOT MATCH THE VERTICAL OR HORIZONTAL CONTROL SHOWN ON THE PLANS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. MILONE & MACBROOM INC. ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND DATA WHICH HAVE BEEN SUPPLIED BY OTHERS. 4. PAINTED PAVEMENT MARKINGS SHALL BE WHITE. 5. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 6. ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 4" TOPSOIL, BE SEEDED WITH GRASS AND MULCHED, AS SHOWN ON THE PLANS. 7. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE TOWN OF SOUTH WINDSOR REQUIREMENTS AND TO THE THE APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 816 AND ADDENDUMS 8. THE PLANS REQUIRE A CONTRACTOR'S WORKING KNOWLEDGE OF LOCAL, MUNICIPAL, WATER AUTHORITY, AND STATE CODES FOR UTILITY SYSTEMS. ANY CONFLICTS BETWEEN MATERIALS AND LOCATIONS SHOWN, AND LOCAL REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE EXECUTION OF WORK. THE ENGINEER WILL NOT BE HELD LIABLE FOR COSTS INCURRED TO IMPLEMENT OR CORRECT WORK WHICH DOES NOT CONFORM TO LOCAL CODE. 9. ALL FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS SHOULD BE STORED IN A SECONDARY CONTAINER AND REMOVED TO A LOCKED INDOOR AREA WITH AN IMPERVIOUS FLOOR DURING NON -WORK HOURS. CUT AND REMOVE TEMPORARY PIKE II�T DETENTION BASIL' t •F .,!fir ''.�:: �T T. a� �' � y,,'- f• � i k �F1 s Q Yal _"'SY1- INSTALL FOUR 3" GALV. DECK SCREWS PER �\ VOOD PLANK OF FOOTBRIDGE AREA 2 - SEE SHEET 3 UNar 703 DZW WAY VaYI /M(r DQ�I WAY uwr DEN WAY / AN D WAY UMar 6m Dm WAY -UMr1' WAY ; v \ \ UM4r as DPI WAY -' j---'Ukzr gm UNT ga + DPI WAY - D¢&J WAY UMrr 403 FMVBM LAM r---- 1 I vary 10 Doi WAY uw X)03 r S Doi WAY y N�: DUN i A ..7!: C/ UMrT 4M �h �SriALANE V=Ry \� ! aft Jun SMAVMRY L_. IAMB UMrr 302L_ '' W-`B�Ei&Y LWr Sot __ l 3IRAWBBRRYr 1 IAMB IW 3fRAWBBRRY; - IAMB I—T UN[r m DPI WAY uwr n DM WAY UMar um DM WAY s—� um W3 IAMB f I I vrrr im SI7 vsmRY xm n SI7tAW1my LANE iI UlaT nm Doi WAY UNIT I1tR DPI WAY UM r no Doi WAY LIGHTING REPAIR IN PLACE, NEEDS DECORATIVE BASE COVER OCONCRETE BASE* IN PLACE, NEEDS POLE AND DECORATIVE BASE COVER PROVIDE POWER AS REQUIRED REMOVE CONCRETE BASE, INSTALL HANDHOLE AND SPLICE WIRES AS NECESSARY OIN PLACE, NEEDS POWER NJ COMPLETE LIGHT TO BE INSTALLED OIN PLACE, FULLY FUNCTIONAL CONCRETE BASE SHALL BE PER MANUFACTURER'S REQUIREMENTS AREA I - SEE SHEET 2 ra 0 = n �1 TOW14 OF SOUTH V CSOR E NGU4jMR_ MG DEPARTL'.=4T DATE: LIST OF DRAWINGS 1 OVERALL SITE PLAN 2 SITE PLAN - AREA 1 3 SITE PLAN - AREA 2 4 SITE PLAN - AREA 3 5 COMMUNITY BUILDING SCHEMATIC RAMP DETAILS b SITE DETAILS 7 ORIGINAL APPROVED DRAWINGS N,, 4 W E S 0 25' 50' O & ty v q 'M w � M U z M y v r l N v O pp�C oN a�iro� �N o W U ��-c$ �aNcz or- o ® Z W Z M U Q 0 �_j �? u_a. w W cr Z Q �..1 W to co)W Q Z W cc ® H =)O (oco DTK SP TD DESIGNED DRAWN CHECKED SCALE 1"=50' DATE NOV. 3, 2008 PROJECT NO- 2186-07 1 SHEET NO. r t t mil ESTABLISH FINAL GRADES AROUND CLUBHOUSE, SPREAD f TOPSOIL, SEED AND MULCH ALL DISTURBED AREAS LOCATE EXISTING YARD DRAIN, CLEAN OUT SEDIMENT AND PROTECT WITH STAKED HAYBALES ,. 1A I ' • i' 6 C�yk s.ruy h K REMOVE CONSTRUCTION DEBRIS AND TOPSOIL & SEED AREAS 11 y y y y y y y y y y y y y y y lie • Y �Y y y y y y y y y y y y y y y y y y y y y y OVr y y y y y y y y y y y y y .. w y y y y y y y y y y y y y .Y y .Y .v w PAINT PARIGNG SPACE YELLOW y y AND INSTALL "NO PARKING SIGN' y y y y v. .v .v y V/ y �Y y - INSTALL I -IC PARKING iSIGN y .Y Y y y y ry I I _ I y y y y y y= EXISTING .o y y Jr lV y I COMMLmrrl" y ^, y \. y y y y y y y y y y y HALL y y y y y y y y y IV 11, y y y y y y y y y y y y y y N y y y DECK yr .v yr •v w y ,Ok?�'1--- 102 y y y y ` 101to j�j• •Y •v .Y •v •Y v. .Y •v y y y y y �� Jd y y y y y �V �Y �Y y W yl �Y y lY y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y W y y y y y y y y y y y y y y Vr y y y y y y y y y Vi y y Vr y y y y y y y y y y y y y y y y y y y y y y y Jr y y Jr y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y Y y — •' E y y Y Y Y y Ey y Y y y y Jr y y y y y y y y y E y y y y W y y y y y y +Y y y y y y y y y y y y y y y v. .Y .v y Y y y y y y y W y y Jr y Y Y — y y y y y y y ~` COVE CONCRETE FROM SHOULDER AND TOPSOIL & SEED W W INSTALL Ir WIDE PAINTED STOP BAR E�;. IPIN z a INSTALL 60" WIDE PRECAST CONCRETE STOOP AND STAM PROVIDE BLACK POWDER COATED STEEL HANDRAILS AS REQUIRED. ADJUST BUILDING SIDING AS NEEDED. EXTEND CONC. WALK TO EXISTWG WALK. REFER TO SHEET 6 FOR CONSTRUCTION DETAILS 07 Fm Nt Wx REMOVE SECTION OF EXISTING CONCRETE SIDEWALK FOR INSTALLATION OF WOOD RAMP. SEE SHEET 5 FOR DETAILS INvEsnGATE TEMPORARY OVERHEAD WIRES AND DETERMINE bbKVIUb UUN1Nb lIUM NUIIt'Y bNLANthK UP KNIANU b N W —E S 0 10' 20' O O � � M O o� Q)z ono �U~ o A N ON rn U ZNNO O co w L� r z cD G O V F- z w a 55 W L� J _ w w cc zo aCo Z W a Z CIOCL w _j F_- F— � O � co) (1) DTK SP I TD DESIGNED DRAWN CHECKED SCALE 1"=20' DATE NOV. 3, 2008 PROJECT N0. 2186-07 SHEET NO. fin REMOVE & REPLACE EXISTING DRIVEWAY TRENCH REPAIR PER CDOT - 816 SECTION 4.06.03.9 UNIT 801 DZEN WAY SEAL SEAMS IN DRIVEWAYS PER CDOT - 816 SECTION 4.06.03, UNIT 901 DZEN WAY UNIT 902 DZEN WAY I I I EXISTING Ll BE REMON HANDHO SPLICE WI[RES INSTALL DECORATIVE COVERS ON LIGHTS. REFER TO DETAIL ON SHEET 6 el 3: REPAIR ERODED SLOPE (20W TOPSOIL, SEED AND MULCH SAWCUT, REMOVE AND REPLACE DRIVEWAY. REGRADE DRIVEWAY TO DRAIN TOWARDS SOUTHERN YARD DRAIN AND REPAVE. GRATE OF YARD DRAIN TO BE RAISED. TOPSOIL AND SEED DISTURBED AREAS N W E S 0 10' 20' U U '�Ui � N n w CIS WN U z QUA o e-1 P-4 °J�^ rn U �� W z O U J Q H Z W 0 co W cc co J w N F- LL V Q W Z cr O Q > {A Z Lu Q Z Q J m � ZQ 3 W Q �o cf)0) co) DTK SP TD DESIGNED DRAWN CHECKED SCAT E 1"-20' DATE NOV. 3, 2008 PROJECT NO. 2186-07 3 SHEET NO. �o g� x9 0 I �t UNIT 603 DZEN WAY f_ L- --� UNIT 602 DZEN WAY UNIT 601 DZEN WAY �l 1 1' UNIT 503 � _ - DZEN WAY UNIT 502 DZEN WAY I` I MT W � 0 SAW CUT PAVEMENT AND INSTALL CONCRETE PA V t" Vr-a owft m b j ubb W O YA'LLib J OF PA V b" ON -SITE. MATCH PATTERN OF AREA ACROSS STREET. I UNIT 303 STRAWBERRY L LANE / I — i UNIT 302L - _ _ _ STRAWBERRY LANE UNIT 301 STRAWBERRY F LANE TOPSOIL AND SEFF SHOULDER INSTALL 12° WIDE PAINTED STOP BAR OIL DZEN WAY II / /10,L A T T'kTTT 17f17 _ _\ vlvi i uvA. �� v DZEN WAY UNIT 1203 DZEN WAY J REPLACE EXISTING TRENCH REPAIR IN DRIVEWAY PER CDOT - 816 SECTION 4.06.03.9 N i W E s 0 10' 20' N U 4' t v.� p m cd � AUK N cN Ash z 0 W F- z M v c� J Q z W 0 0 BIL t~? W z im Q > co) z m az z a. Q _ OC ~ ~ F— m O co co) (1) (1) DTK I SP TD DESIGNED DRAWN CHECKED SCALE 1"=20' DATE NOV. 3, 2008 PROJECT NO. 2186-07 4 SHEET NO. 1 O I U O ) i U ftt ) . N O I ) i li O u Z 2 H O y TD ECKM mo > O a� a% TOPSOIUNG GENERAL: 1. TOPSOIL SHALL BE SPREAD OVER ALL EXPOSED AREAS IN ORDER TO PROVIDE A SOIL MEDIUM HAVING FAVORABLE CHARACTERISTICS FOR THE ESTABLISHMENT, GROWTH, AND MAINTENANCE OF VEGETATION. 2. UPON ATTAINING FINAL SUBGRADES, SCARIFY SURFACE TO PROVIDE A GOOD BOND WITH TOPSOIL 3. REMOVE ALL LARGE STONES, TREE LIMBS, ROOTS AND CONSTRUCTION DEBRIS. 4. APPLY LIME ACCORDING TO SOIL TEST OR AT THE RATE OF TWO (2) TONS PER ACRE. MATERIAL- 1. TOPSOIL SHOULD HAVE PHYSICAL, CHEMICAL, AND BIOLOGICAL CHARACTERISTICS FAVORABLE TO THE GROWTH OF PLANTS. 2. TOPSOIL SHOULD HAVE A SANDY OR LOAMY TEXTURE. 3. TOPSOIL SHOULD BE RELATIVELY FREE OF SUBSOIL MATERIAL AND MUST BE FREE OF STONES (OVER 1" IN DIAMETER), LUMPS OF SOIL, ROOTS, TREE LIMBS, TRASH, OR CONSTRUCTION DEBRIS. IT SHOULD BE FREE OF ROOTS OR RHIZOMES SUCH AS THISTLE, NUTGRASS, AND QUACKGRASS. 4. AN ORGANIC MATTER CONTENT OF SIX PERCENT (6%) IS REQUIRED. AVOID LIGHT COLORED SUBSOIL MATERIAL. 5. SOLUBLE SALT CONTENT OF OVER 500 PARTS PER MIWON (PPM) IS LESS SUITABLE. AVOID TIDAL MARSH SOILS BECAUSE OF HIGH SALT CONTENT AND SULFUR ACIDITY. 6. THE pH SHOULD BE MORE THAN 6.0. IF LESS, ADD LIME TO INCREASE pH TO AN ACCEPTABLE LEVEL APPLICATION 1. AVOID SPREADING WHEN TOPSOIL IS WET OR FROZEN. 2. SPREAD TOPSOIL UNIFORMLY TO A DEPTH OF AT LEAST FOUR INCHES (4"), OR TO THE DEPTH SHOWN ON THE LANDSCAPING PLANS. PERMANENT VEGETATIVE COVER GENERAL:- 1. PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS VARIOUS SECTIONS OF THE PROJECT ARE COMPLETED IN ORDER TO STABILIZE THE SOIL, REDUCE DOWNSTREAM DAMAGE FROM SEDIMENT AND RUNOFF, AND TO ENHANCE THE AESTHETIC NATURE OF THE SITE. IT WILL BE APPLIED TO ALL CONSTRUCTION AREAS SUBJECT TO EROSION WHERE FINAL GRADING HAS BEEN COMPLETED AND A PERMANENT COVER IS NEEDED. SITE PREPARATION: 1. INSTALL REQUIRED SURFACE WATER CONTROL MEASURES. 2. REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA. 3. PERFORM ALL PLANTING OPERATIONS PARALLEL TO THE CONTOURS OF THE SLOPE. 4. APPLY TOPSOIL AS INDICATED ELSEWHERE HEREIN. 5. APPLY FERTILIZER ACCORDING TO SOIL TEST OR: • SPREAD SEEDING: WORK DEEPLY IN SOIL, BEFORE SEEDING, 300 LBS. OF 10-10-10 FERTILIZER PER ACRE (7 LBS. PER 1,000 SQ. FT.); THEN SIX (6) TO EIGHT (8) WEEKS LATER, APPLY ON THE SURFACE AN ADDITIONAL 300 LBS. OF 10-10-10 FERTILIZER PER ACRE. AFTER SEPTEMBER 1, TEMPORARY VEGETATIVE COVER SHALL BE APPLIED. • FALL SEEDING: WORK DEEPLY IN SOIL, BEFORE SEEDING, 600 LBS. OF 10-10-10 FERTILIZER PER ACRE (14 LBS. PER 1,000 SQ. FT.). MULCHING: WOOD FIBER IN HYDROMULCH SLURRY 25-50 LBS./1,000 SQ. FT. SEED: CREEPING RED FESCUE 2 LBS./1,000 SQ.FT. (FESTUCA RUBRA) REDTOP 1 LB./1,000 SQ.FT. (AGROSTIS ALBA) TALL FESCUE 2 LBS./1,000 SQ.FT. (FESTUCA ARUNDINACEA) ESTABLISHMENT: 1. SMOOTH AND FIRM SEEDBED WITH CULTIPACKER OR OTHER SIMILAR EQUIPMENT PRIOR TO SEEDING (EXCEPT WHEN HYDROSEEDING). 2. SELECT ADAPTED SEED MIXTURE FOR THE SPECIFIC SITUATION. NOTE RATES AND THE SEEDING DATES (SEE VEGETATIVE COVER SELECTION & MULCHING SPEC. BELOW). 3. APPLY SEED UNIFORMLY ACCORDING TO RATE INDICATED, BY BROADCASTING, DRILLING, OR HYDRAULIC APPLICATION. 4. COVER GRASS AND LEGUME SEED WITH NOT MORE THAN 1 /4 INCH OF SOIL WITH SUITABLE EQUIPMENT (EXCEPT WHEN HYDROSEEDING). 5. MULCH IMMEDIATELY AFTER SEEDING, 6. USE PROPER INOCULANT ON ALL LEGUME SEEDINGS, USE FOUR (4) TIMES NORMAL RATES WHEN HYDROSEEDING. Lighting Fixture shall be by Architectural Area Lighting (or approved equal) Promenade SedesO Style: PRN 3 Arm:TRA-8 H3 (horizontal la mpp e 3 reflector) I go INIIYT 9IAP Color. Black Provide tempered glass lens. Pole: A" straight round Base: BC6 Color: Black Note: approximate height to light source Is IV. Fixture shall be grounded In accoiciance with local code. Follow manufacturer's instructions fur installation. SITE LIGHTING POLE N.T.S. 5" 6r- BOTTOM BRASS DISC OR �- DRILL HOLE Y4" DIA. x r DEEP iwl 4-3/8" A. . REINF. BAR d a 3,000 P . • 42" a. NOTE: a. MONUMENTATION TO BE SET EVEN WITH • FINISHED GRADE. CONCRETE MONUMENT N.T.S. SEE NOTE 4-► A B C RISER LENGTH HEIGHT WIDTH D 1 E 7 1 132" 49" 60" 59" 54" NOTES: 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. 2. BLACK POWDER COATED STEEL HANDRAILS TO BE INSTALLED ON OPPOSITE SIDE OF STEPS AND SHALL BE COMPLIANT WITH CT. BUILDING CODE. 3. TREADS AND PLATFORM BROOM FINISHED. 4. 7 RISER SIDE ENTRY AVAILABLE IN 5' WIDE ONLY. 5. CONTRACTOR SHALL DETERMINE RESUMED NUMBER OF' RISERS. 7" RISE MONOLITHIC BAI POURED SIDE VIEW I i g° D END VIEW PRECAST CONCRETE STAIR N.T.S. "--2" BITUMINOUS CONCRETE - CLASS 2 6" PROCESSED AGGREGATE BASE EXISTING SUBGRADE DRIVEWAY PAVEMENT DETAIL N.T.S. SCHEDULE OF SURFACE FINISHES • .• 000 • /, • • • • ' ♦ �Jh 0--0 v PRECAST CONC. UNIT PAVERS WITH TIGHT SAND SWEPT JOINTS �--1" STONE DUST L �-- GEOTEXTILE FABRIC (AS SPECIFIED) �- 4" PROCESSED AGGREGATE �--6" COMPACTED GRAVEL BASE COMPACTED SUBGRADE PRECAST CONCRETE UNIT PAVERS N.T.S. NOTE: EXP. JOINTS 20' O.C. MAX. CONSTRUCTION JOINTS 5' O.C. TYP. (SEE JOINT DETAILS) B CONCRETE WALK N.T.S. STIFF BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL 5" CONCRETE, 4000 PSI AND 5%-7% AIR ENTRAINED WITH 6X6 6/6 WWM PROCESSED AGGREGATE SUBGRADE 3/8"W x 1/2"D GROOVE WWM -7 F f-FINISHED GRADE a ` iE � 'iE' if -iE n M e�-M,..•'"i6 00 Or 00 0& 0 0 6, 0& � ®O oa °Qumoo o® CONSTRUCTION JOINT N.T.S. 8" CONCRETE PAVEMENT PROCESSED AGGREGATE BASE (SEE DETAIL) 3/8"W x 1/2"D GROOVE WITH JOINT SEALER POLYETHYLENE FILLER r-FINISHED GRADE DEPTH VARIES (SEE CONC. WALK DETAIL) PROCESSED AGGREGATE BASE (SEE DE TAIL) 1"x1.5' L PLASTIC SLEEVE & DOWEL ON ONE SIDE (12" O.C.) EXPANSION JOINT N.T.S. N W E S a� 41) ® � M r N r P4 vim, M [� PQ U r+ N ti M oN O a��iro� � AUK � � O rn L) O W Z U Q 1-" W 0 F5 W CO J LIJ LL V Zo W CO Q Cl W Z � Lu m a Q W J f- :) O CO (A co K F SP TD ED DRAWN CHECKED scALE AS NOTED DATE NOV. 3, 2008 PROJECT NO. 2186-07 6 SHEET NO. 011- r"� as m/e"w ttr n autlo Kant i r�A 1D,rAA.%An K art -' "- r , a•nDm aoc tam rwT<na oaraien /AHt,rJwtns mono mm D k omDu oaa o slwte ,wMr ss m)L .loos sac oon ro, IiaR /A.' 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OF EASEMENTS ' AA �('+ N Ades. k rxne5 GN)Idr1,Y - AnKAty reoA•m r« tat V rpm, •UrvA, neAr >9,..R,a. mFrcrtu, . epuM . rw eAo, J-,aeL n KPar rrorzAna+NA.c .(SCALE: 1 "=.50' ) A DRAINAGE EASEMENT TO STATE OF CT� FF on' r,.wwa,NR«a Ir .. rA,q,AP V LO . Q N81`53.33 W 70. 03 as 4 N00°17'277E �. �� aa, $S. Q '-- -- 248.28 4-41 I R=112,00 TO 425.63'�--� J_ L=-106.94 T=57:94 S7?2�35- N w A=54a42'25" � 8�47=6 F sl.s�' jlN JJ N89.46 25 mil^ ACCESS & UTILITIES EASEMENT FROM .10.' S. Y. V� TOWN' OF SOUTH WINDSOR -IN FAVOR OF R=-100.00 z SULLIVAN TOWN -HOMES',: L.L.C. L=19.96 R=100.00 EASEMENT AREA 20,01.8 S.F. (0,48 AC.) T=10.01 L=19.96 =11°26'09" T=10.01 lECdtlD i7 MONUMENT TO BE SET V/F SEDAR1 1 ' N/F 8LANCHARL-1 ANL.) N/F SOUTH WINDSOR ROSSETTO ENTERPRISES s,oNofaoDM,.o3w, ` N), DEVELOPMENT CO. N/F LA K srrnaalsFrl -bt. a /. PAR C0.-2 (COMBINED ARE OF rt,:a rosr •/ wt _ /1 / PA55:1, A-1&A-2. Aw,rrn A I 15.553 ACREy1w - aA•xA AS Kw,rN etltNtM n N OPEN SPACE . tU aO w _° NNN� (TO BE DEEDED ''•>->�� Pw.•�� v«. I 'IIV lv To roWN a Sf�ITH /� t-Jaa N,�r' A9E.SSNf F' - W,)IDSOR) / wa:. r wf<n, ���777 vvv .aNwAtlK n<W,tMNL«sea. (s« N/f� ryA'rz enrrrc • / s, '�- - N/1- -GOIANGO". //• PARCEL A-t �-- �.IYF»•„ N/F TOI41,A/ OF SOUJH WINDSOR J A. wms♦YNKL u9mr A.1 Pa.. �/ - - iAx:nl utA :°'LH:1u it rom al L7&l«f CMG I N01Elb: OARCFIG A_i r A- - TO RF COME IjED INTO A NEW PARfYI A /PONIll1).vamA <.ITE1 / 2 PARCELS B-I & B- 2 TO BE COMBINED INTO A NEW PARCEL B. (OPEN SPACE/CONSERVATION) ---- \L....... J \ •,\ �_� . _,ro \ \' - ^� -•_r-•• •,. Q moo m To u s" vm attWGE Swic"C TWA 101 MEVAr(N WO WTKH.._,. - • Dtslac tRal t01 - " '� `-/..______.__._.t,tt mmT _ _ p IAYaaplT 106STYXTIMC E SET' ' M1pw M1Oat (ARADE ••i - -• E11SRw 1TGTA,YUIr Col. Iww 'a" (Wsap 10T 2UYAIM "YAWELLYANDx Ms. OAkUOlT OEM __ .\ - / - m. 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(Y N) rwp>•WM C a2V1' O'A�tx SICPE - Y6.'J9' Ir M 1 • OSai �• , IYK SLa•NT PRS 92E IAtY - ( I CB20•CO19 5 2Y -- ,wIr.SJ•R r ra,R W,9- I la• Y O.SOx A�'.IN alilp C >rl�s wn -iwC ax)P pe• h q M)' )v�-wwlle a5 z p5at 9xsl-YaP r x iaY u IasM119•'n rCJQ 17 IV tY a,n \`^/ --_•. �,\` 3 ; ` aa96-PMtf r w am (I-)9a.01 (e7 w1�-Bla s• ,r• feRp-lwP r rS0' - x1N ttl - eaao w-aa it s' 'zwe 'wMje r. i'.r 2oe'I`L az exw °oi as - Or 70' i77oo oohs-aaIIt1 e W rT,Taat `\ \ \�_� / / \ 0 6 J ° iW IVDda9. SAWAAY 3CM-A SWX`V11 TAKE D.�iD-OM E' Sa S)Sfi ' �\\ a �'•�a�� -\ \ \ f �. ' _ «.n NrN.ra•N1Den A;a+ .Ar ru<' ♦ ' � \` \ \ l �"-� (, s : \ "',dil\ � 1 /f L wrYl.�•mv avq weW reL SrKKtuq. A .'MFI1T \-+ --„ \' ,_ f / ••' I �•P � �- '"or'°�a.:•b9ua 9N,n. .eo 6ew(r „9 sN,p (r errU \ \ 1. t mar«t �9u���wwAwtOA9„enJlw awr o l 1 \' I:w ..l.w ml,m.o••,:4"'o;, �me ""°_. 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REVISIONS ms suwxr Nw YAP NAs can larutD N AtWRo.NCE 91n� 5tc19Y5 :II .low , ,lav m ww 7e ant Kaunas « CLYaECFFxr NA,[ Aaxats -- ^9,NDA•D15 ItR SUiMYa AAO ua/S n m STATE « WwECDNr AS WOwXD ar MC <ON9EG„Nr ASmtunpN « IMO 9EM,YraR. ,K. ARs ,aMHY mxlale M NM2a11N AA;CURAC,' C4AS A L TO W BEVY « FR rm0ME0Cf AM -1. Ott YAr IS almafwn4ly COMP" AS MOD ,fRFrN a_a> ' YaUAD P. x.,nu - w Ex. GRAPHIC SCAL?. ,Ea °• ._ - - l uwD -2pD n, w,r rr•.. • eslgn rofessionats Inc. + ■ t Clvll Eaia+•ero • Plsnn•r• • SUrwyoro •CIS .0y ..ovn, sw.N„ .00a : n .+.,Iw• c rN .0 001, Rp; 1 n�pOAqq ��tgNg�Dy�Ar��Pt,• >VP/VAF�Ip6 V�6yyfaV/ a /A -C . W'xlvK, rPErAP,.P a-:.: SUL'LIVAN TOWN HOMES LL SULLIVAN AVE _UTH WINDSOR, C.ONNECrICUT 1 a l�Nrnl, - Iwrwu„n;, KA a bn1N, ,t•AK rM>AIRew NA w.l wre6m B« pESaWt CBS DPANMN)1f/ txED.RPIA -- arr arY/Aa ' mnn K Lat9YN ,am .LK At 99-1280 0.12' .hr+. a9 ?00/ N0. DATE 'DESCRIPTION . BY DRAIM : AM.: s 1280 128t75P )280 Sadw . t)d.'A'P.ra�i?a'fv`.di..Yii te\'}. `vP_E.Y ri,5i_YA'•A.",F,:w:.S'a 1Z'K:'Y'%..i. w,47d.`.,A T ) is .•:.`':. ... .. .- - -__ ...-_..-_. __--_ram. ORIGINAL APPROVAL DRAWING 1 N.T.S. ORIGINAL APPROVAL DRAWING 3 N.T.S. . - . - . MC n•aNtrapw9Ya ss Ott mr,tCTNI YAII 1,•w.YAaH Y INA A[Y t}W,nAacY Amm ntwnn PLvu.a "_ - � -1. ••�_` \ J I •7 -� ' i '{I!. � _ ^ Y52 aK � 7 • / r, ,. Nma,n d ua, l %maaa�•IYpA, Ax ♦ \ ...+..A Y ` , E--._ f�= - 7 - - :x•ar ")�` t • • -- • • • ` Y O . fa ewmgtM wwnm iarAr - a(b5 AarNnP tQtavn,, PALNAriI_feJM KM. <Ob.YG>Y1 O` �. `611 C-� LS eyDV.USTSou 'bA i .k M��R/H N•AW+Yr sauMF i - \\� �\ "g197 5° /. /�' / /At !` ��12W'W , . >m>a n,""`,,,,P.�O'oMw. "wr"»`p"'- •J ". ACCESS & UTILITIES EASEMENT FROM �'•\ '°\ v57•.s2.9S ... a^� per «nW.Ya�Lny w:9,APr. w..,+mxm» . 1iOD TOVM OF SOUTH NINOSOK IN FAVOR I ONSULLIVAN' TOWN' HOMES,' L.L.C. \ / -� IA robuw mNca. IC4Eu19Y .Dun` twswowf \ 56 i p i EASEMENT AREA = 20.91$ S.F. (0,48 AC.) $' f god 4 yr ; ,' wuY.r.mlrwn�•m zreeoano vow, N/E TOYM CP SOUTH HTAIDSOR wa . ,. a Kann 9Anc. •wR a.tE,aAr-a6Atwr9apum roe .xN m, 1O1nat r� bi >wsd'a±mAsrO�..'tza+� �•c . _ - iSmc .. i j ,'o - � sK-- I I i •wm mi I°,IP•6ia,'cP°S•w.,..,.ra •ww awx mwa DREr+[wnN..LIw `j•--..� .�1.n•LRK>Nrt„.Pm.,D..) m,w��"«ax»p�. / s . M �,.I -wDa L.- sx.� Na.n D er « 9mM.o�MalxwY}Awes-9mNwa.eneonar QSdA I I�sa� - a:Am o>rJ».vmai;s I s] • 0. n rC9mr,AaCaP4l1 M. IOM CaapR t ) - '. E%atKRcst WK.. tn" urw,Y RENSIONS.- Ats wit AxD YAP,us DUN wm4aro K AYcawAxCE NmS t-, _sot lnav 7p3oa0-zo - Sao•R0,•8755 V4GAT9 S Aa VOW, ARE BAUD 0n AVALASLE .`1 y 19N. Au Oa9,N0 Va,1Ra's K ,xlD AQs,N iAat 10 C(NSA1eCilde. 2. ALL UnV1t9 le[ 10 6 SIM W N At iR,e a nK FCOAAI!at5 OF CN C=T STATE AWKES-'STNDNws FOR SURVEYS YO YWs ARE STATE a COMIX xlAr As clwoxxD or 1Nc cDHNEcaar Assow„ar «LAW wR,C)ORS. Ke nrt SrMMY CdrO/L9 i0 xwlLatTN ACCUR,.CY DVSs M2 AM Y2AlKAL ACNRACY CUSS T-2 ]D ,FC 1S5I a xY t,'a�r," ImAi, r1YS YIP R SVBSIMPALLY COAKCi A9 laDiED IQQaL GRAPHIC $CAL6 ,1 a(a.C6T;b ■ - esign Inc. �SyI At lln �pr� PUN II V.%� tl"tLD9Ni! , a J ,.mM " ro, N/nru aL sOn wvWR '"'A tta wAN mloVM3 Nt m M rM 4. to AES]CN.'(D75/ACE DRANN.•BEE CNECA2'P GB eYALtrxSLaLwoSMEYa.9DR,D - professionals S CDr4,Att,KY4 s MR FLAN ,s wYALo•aam n ecAas nc -' „w, 1 Inch - 10 t1. 1 Civil Engineers • Planeere • Surveyors • CIS , qA.M K.. veKlsev a)',it ,ao A'R: l280 DAR:• 0!/28/D) Na OALTE DESCR(PT101! BYE LJPANW No: 1280 1280SP r1BD_80., IYwt59Lt r 1M atsYiV 9UA"C a lvE'Paor(stsiww r"oASM/%Bala. �ol.cD=wain Lc La Trb wrtA eo ou rood ,wtl, w d- • eRn+«Uwe eb),a. NOTE: CONTRACTOR SHALL INSTALL 26 CONCRETE MONUMENTS AT PROPERTY CORNERS ORIGINAL APPROVAL DRAWING 2 N.T.S. II/III,� 1. If/, U i tlOSTNG II` BNiN i CONVVERUTED twx"wTOatr It I 1 V , naoda ousel t ' ov} d I r \' e9'T.ia:9 1 " i we i 1`y \ I •yh I � xy �J. ,12aeaL - m � 1 It \ It tLi6snr.�xlw �TO.RDUw �, \ V7 I A. Can0.0. M. Pa99fd F«: SHEET Strawberry Fields $Z17sulfivan.. Gout6 Wimisor 1_=meakut NOTES' 1. ALL SAMIARY LATERALS SHALL BE 6• PVC-SOR-35. 2. a u:ND.IVN SLOPE OF 2.0X SHALL BE MAINTAINED WITH ALL SANITARY LATERALS MSWE- SERER STPOONRE SANITARY SELLER PPE eiORNAAfxI DOWNSWt SEWER SIRUCTURE SYH/I 191 LF •- W PVC O 1.24x SYx12 3. INVERTS OF SANITARY LATERALS AT BUILDINGS SHALL BE 2.V BELOW BASEMENT FLOUR ELEVAT-0. SA0113 I65 LF . W PYC 9 5.00r: SVH12 t. ALL ROOF LEADERS TO BE 8' PVC PIPE ROOF LEADERS THAT DO N07 DISCHARGE TO DRYY•EUS SMALL BE SURFACE DISCHARGE WITH SPLASH PADS S. ALL FOOTING DRAINS TO BE. a• PVC PIPE. 6. ALL STORM SEWER PIPE SHALL BE POLYETHTI.ENE (PE). I 7 ALL CATCH BASINS TO BE TYPE 'W UNLESS NOTED OTHERWISE. W"12 250 LF •• a• PAC 9 6.76X SV"08 SYx/t 7e lF •• a• PVC O 3.66E VH/5 SYH15 120 LP - 6• PVC O 612x S"A SI"•A 250 LF •• a' PVC O 51,% SYH/7 Stmp ,63 SLH1d SNH/B 16J LF -. e" PVC 9 ,.CSx Hal flee ORIGINAL APPROVAL DRAWING 4 N.T.S. ID a fU v S ,(,, c, a y� o (� vim( E N N q y p AO y > O N O faro C(i w cUd •� Ct1 I� (T5 NNN rp O t` O I N C O � N co Z N L�'-JT W I I- Z H Z //O)� Vd ch 0 CO Z UJ CO UJ e� I L pC Z O CL W a • Z � _ateI� ar/Q`d/ a fa- DTK SP TD DESIGNED DRAWN CHECKED SCALE AS NOTED DATE NOV. 3, 2003 PROJECT NO. 2136-07 7 S4EET NO.