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Home My WebLink About01-10P_VETERANS MEMORIAL PARK SITE PLAN OF DEVELOPMENT_PLEASANT VALLEY ROAD!T.'tui•7•.wl; •:TC 4Jr r.3niIrt 714:aXn.r�s zA.E':`'Ge;iT tt:::; ;}•.f scaSYtrz wr.�m. -•J '.xrtpra. a++cit. 'ur.+.s�*,r etv.¢,•w•[a.�, s�:.aa'..F'x.-.�tsr. v.�i wr•....:,?!n.•ur_rwv{,�'i.. .., ,.;1 ,-:W,r am:•..., �;r, 41'. re!s-F •uMS:,'. 1yr'+Y-te.:�T.-;.: rT. '.'.+s•r:e.., ^.9r, <. _ .,,;.., �. ., 1-t-a-.•._ •,- ,`. "� o••s„ :�.sr 4 NOTES a. 4 'c•` y f 1. � � x yy �, ;r. e,1�1 I 6op iL SITE PLAN OF DEVELOPMENT ILA ILA --'OAD JLL C*-_9::) Y 5(65 PL'i-C.ASAN VALL7E` '0 prepared by: ■ ■ esign roefessionals, inc. ■ ■ Civil Engineers • Planners • Surveyors • GIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 bh, a BARGMANN HENDRIE + ARCHETYPE, INC. 316 Summer Street Boston, MA 02210-1710 (617) 350-0450 FAX (617) 350-0215 Z, �9S�hT c0 R rlP�� m ti o LFr 0- ROApW OR�� LAKE `e ORS DRIVE ( ) D GOOSE OOK m o qqy O�oF' �°Po O'q0 F Y W LrJ s SITE °~ o N a-Q• A4 y"9'OF< 4� fE7ERAA/S pqR o jl r ��ew AL ORr kyFw `l e ST. MARC �EgS�NT CIRCLE v 2 CH (� i �PtE. r 30 _� O / EL E 2 DRIVE J C G��N RpgO Q LqN Fy E M Ty NE C WARD Amic RpgD P 291 DESIGN PROFESSIONALSOCATION PLAN INCING SOUTH WINDSOR, CT THESE 09,AWIN65 ARE THE PROPERTY OF DE516N PROFE55IONALS, ING, AND HAVE BEEN PREPARED SPECIFICALLY FOR THE O]NNEK/APYLIGAN T FOR THIS PROjEC. T . THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUGED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFE55IONAL5, ING THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL 516NATVRE AND IMPRE551ON 5EAL OF THE PROFE55IONAL EN6INEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNFCTICUT" AS FNDORSFD RY THE CONNFCTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS . RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE TO THE BEST OF MY EDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. -- _ 12882 RICHA RTEL UC No. SOUTH WINDSOR PLMNMING DEPT. 22-4 nWKli-R /APPI IrAKIT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 0607 TEL. (860) 644-2511 A� v ■ ITr--I'T WRND0114 23-12 3-11 (C(aNNiLC)(C H(CU MAP LOT N/F ABUTTER LIST 22 4 100 CORPORATE DRIVE BOTTIC£LLO, ANTHONY 23 1 554 PLEASANT VALLEY ROAD CHARBONN£AU, KEVIN 2 566 PLEASANT VALLEY ROAD ✓ALBERT, KIMBERLY M. 3 580 PLEASANT VALLEY ROAD W£STON, AGNES G. 4 5 WOODSIDE DRIVE GORBOR/NO, JOHN L. & SANDRA L. 5 15 WOODSIDE DRIVE LITTI£RT, CARL H. 6 20 WOODSIDE DRIVE GRIMALDI, GEORGE M. 7 10 WOODSIDE DRIVE PTACHCINSKI, RICHARD E. 8 598 PLEASANT VALLEY ROAD BILODEAU, YVES A 9 605 PLEASANT VALLEY ROAD TEDONE, JACK S. & CECELIA B. 10 612 PLEASANT VALLEY ROAD KING, ✓OEL G. 11 618 PLEASANT VALLEY ROAD BLAIR, TIMOTHY G. 12 15 HOLDS ROAD DOBSON, REJEAN & VERNA J. 52 536 ELLINGTON ROAD ELMORE, DORIS Z. 53 Sr.. AOIRC CIRCLE CHAPEL HILL CONDO ASSOCIATION 54 PO BOX 10, MANCHESTER, CT 06040 GREEN, DEBORAH R. & PRICE, LEON 55 566 ELLINGTON ROAD HORNA% JOHN V. A- ARL£NE V. 56 578 ELLINGTON RD. LANE, ALTON D, & FLORENCE D. 57 600 ELLINGTON RD. ROTHWELL, JEANNETTE 8. 58 620 £LLINGTON RD. ROTHWELL, DOUGLAS A. 59 626 ELLINGTON RD. ✓ACOUES, JEAN MARC 63 37 PARKVIEW DRIVE HORAN, JUDITH O. 64 45 PARKVIEW DRIVE DUHARr, GEORG£ & VERA 65 53 PARKVIEW DRIVE P£D£RZOLI, DONNA M. 66 57 PARKVIEW DRIVE LANDRY, STEPHEN C. & NANETTE C. 67 71 PARKVIEW DRIVE LAVOIE, PAULINE M. 68 80 PARKVIEW DRIVE RUSSO, JOHN 69 80 PARKVIEW DRIVE RUSSO, GENHARO 8' CAROL YN 70 68 PARKVIEW DRIVE LANDRY, MICHAEL & LINDA MARLENE 71 60 PARKVIEW DRIVE ANDERLE, EUGENE W, & LEON STATZ£R 72 50 PARKVIEW DRIVE BRAZEAL, BRUCE & EULAC/NDFR 1 73 40 PARKVIEW DRIVE SILV,1, NO£ C. & MARLA INES 87 617 PLEASANT VALLEY ROAD RIORDAN, THOMAS A/. & JULIA 8. 88 609 PLEASANT VALLEY ROAD RIORDAN, KEVIN DENNIS 89 591 PLEASANT VALLEY ROAD RIORDAN, DENNIS & EUZABETH 90 481 PLEASANT VALLEY ROAD RIORDAN, JAMES R. & USA F. 92 1540 SULLIVAN AVENUE TOWN OF SOUTH WINDSOR 34 79 10 ABBE RD. CHARSONNEAU, ANDR£ 108 46 RONDA DRIVE GROHS, K£YIN M. & ALLISON M. 109 38 RONDA DRIVE GLANZ, SCOTT A. & JOANN 110 32 RONDA DRIVE CARON, ALBERT£ Y. GERMAINE Ill 24 RONDA DRIVE GOOLSBY, ALFRED J. 112 16 RONDA DRIVE BOWMAN, JOHN & USA M. 113 6 RONDA DRIVE ROVETO, R08ERT A. h KAREN S. 114 32 HILTON DRIVE MICHAUD, ✓EAN£TTE A. 115 16 HILTON DRIVE DROU/N, FRANCIS B. & KAREN E. 116 720 PLEASANT VALLEY ROAD MAZUR, MAUNA C. 117 492 PLEASANT VALLEY ROAD MOORE, CAROL YN A. 118 500 PLEASANT VALLEY ROAD BEAULIEU, JOSEPH W. 119 PO BOX 1155 510 PLEASANT VALLEY ROAD ST JAMES, RUTH W. 120 5T8 PLEASANT VALLEY ROAD KELLEY, RICHARD F. & JOAN M. 121 524 PLEASANT VALLEY ROAD STONE, DAVID THEODORE 122 479 PLEASANT VALLEY ROAD ORDWAY, HENRY C Zoning Data Block ZONE: A-20 & FP ITEM Total Parcel Area Lot Area { y Lot Width Lot Depth Max. Lot Coverage ; Building Height.,r , xrrstGC � . Front Yard �,rf sirs; Side Yard y A-1 Rear Yard F REQUIRED/ALLOWED PROVIDED 16.5± Acres 20,000 sq. ft. min. 719,242± SF 100 ff. min. 760±' (frontage) 150 ft. min. 1252±' (max) 50% 17% 2 1 /2 Stories < 30' 30 ft. 40 ft. 171 ft. 10 ft. 21 ft. 40 ft. I 650 ft. SHEET INDEX , ,K•i C ,%'u 1 2 3 4 5 6 7 8-9 Al 00- A900 COVER SHEET � KEY MAP PLOT PLAN SITE PLAN TOPOGRAPHIC PLAN DRAINAGE PLAN EROSION AND SEDIMENTATION CONTROL UTILITY PLAN DETAILS ARCHITECTURAL PLANS Z �29 7',.��r� •i •, � T 2s k RECEIVED JUN 1 0 200, SOUTH WINDSOR PLNNING DEp7 DATE: MARCH 16, 2001 SHEET 1 F: \JOBS\12�9\127q-Gover.dwg 11 100VL•" 1'\.J11. V.Vl`101 1XlJl 1 1k-j1V '- .k i N/F HENRY CHURCH ORDWAY ixw RESAIR PROPERTY LINE: NORTH/WEST BANKS ---� / OF PODUNK RIVER (/ I I � � J 1 ! ! /_A S25'49'40"W �! /off ! 12.20' N/F ANTHONY BOTTICELLO / S6 s23, � N /F TOWN OF SOUTH WINDSOR 6 06/12/01 ISSUED FOR CONSTRUCTION BEE li t` ,i s^ z i z n m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO REVISIONS 5 05/31/01 PER ARCHITECTURAL COORDINATION BEE 4 05/16/01 PER REVISED ARCHITECTURA!_S BEE 3 04/16/01 REVISIONS PER ARCHITECT BEE 2 03/22/01 ADDED APPROX. DUMPSTER LOCATION, BLDG SETBACKS BEE CONSTRUCTION. 03/14/01 REGRADING, CHANGED DECK GEOMETRY, WILD LIMIT BEE 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 8y �.xs .-w•.^., :,[. •. a ,l": c !s�'ri,. �FY;r , !;•+r 'rl'.,�I,g:,v�;:. .i^3'v„_,. .£.A!',•• :'.:}„f'?..�; ;,�c. c r_`'.L3,:, ,?. ,:. \ 100-YR FLOOD BOUNDARY AT ELEV. 43; ZONE AE PER FLOOD INS. RATE MAP TOWN OF SOUTH WINDSOR \ HARTFORD COUNTY \ MAP REVISED FEB. 23, 2001 PANEL 10 OF 11 oic f THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T- 2. Trl THE' FFCT nF MY Lemont EDGE AND RELIWV TWIG \AAP M ClIRCTAMTI ALLY CCPPr'rT1_1 AS KjnTED I-IEPf7O11-OI RICHARD P MARTEL 12882 LIC No �2 R C '.�F k •rl SNET ! W r• i . IH �l ' _I xYp,t. .., .. 2, •. .. k.1. 's .Y�'~, 4: b� . K'f... e. .. • ,. a, ,t"i •1!4 .'+t^a. �\ c� ..7.. y. -. , .. -.. _.. •+4- ,k• 'JA<.,. ,,, - .'. ..:.: . .,FF, ,a.w;;. - vy {,--'5,.. <T+4'•r �W' o.. Y: gy�pp,,,, .3, , ... .. , ..I. ,. '. ..l -., .,. ry ,. .. +.... k '.,r .4io rY i11."Yxx.A :;•-"� `2:.. yy ' ;/1 { Y{.T+. '! r r %� i .' ,n' .• :d �v-,., s - ,. •: it - .._ u...'x'' w, ,..f K .a..i 1 '�.t'ty•.c' ,,:;r}.}. �':v' tA{ �, � SYMBOL LEGEND�•� r 1. <1_.L D f •�„,,�;l ii.' j %% l L'y n'�,. 1 ,y. •, i' 4t i, �, •-f l,. •, '1 i••1' A .I� r .•� ," a1. .. j� : � '•F'' 46 ew yc_' 'i' prt .n•f { .-,' rt.•' .'t` :'.G: a r1x�•��.i; y� I ':1f. tF..'. t i,'. j11 a • _, }I�y .'1 T " s 'ft±4 y + .: , n j .�. , .F t is 4C'f.('iR.'y _t,�- �:' T;i's'•'�i�? ',.. J:' j�t,��.K( .'"A PROPOSED YARD/DECK DRAIN 9,,. ,.;-,',•.. ty ^;�• 45 �• .. ((��` ��o `�\\1 e' �r;, r I , , ,.. ,._ <•' :` .t....k:.�;•..:• ',. !~. , K ' � er, - _ e�{,'-AS.1�-' r` ' ., :'-. ;,;S.e._ t t `"°Fa� .,-l.µ}�ar .. T. ,v."i�';`. : s'•�tYR�.,jh;,�:� Yir+'7�+''l.[-T�{ir';`,sR� y�{., +r?w,R�Tt''+^M. `•},.f1r �,, �+t4!�`' 'a•�1t.s'.:,.�.r PROPOSED DECK DRAIN SNET /4EXISTING CONTOUR ,. ...{ -:, •AF•sN,+., f PROPOSED CONTOUR 5D4 ,a�. x LIMIT OF 80' UPLAND REVIEW AREA �r MAILBOX r •' r� ..+ �'„y. - .,.y y, ,•� 'n EXIST.Y'.� ^�j,•q•+ ,.t- jl \\ �JPERAIL �`"• '':� sr"t � � �` T WETLANDS BOUNDARY \ \ `fit , • X _ '9' ''Yl'" - - - ,A i .. 1 I� s r R @? BUILDING` SETBACK, LIMIT �f � � t;•'} EXIST. SIGN VETERAN'S ` O ,f { FL \ 1 MEMORIAL PARK �` L,f DIRECTION OF DRAINAGE GRADING , ,A r 0 G ` EXISTING 4' pR I r t HG RQ� CHAINLINK FENCE EXIST. SIGN I gREy F4 \ \ O PED. X-ING gR�� c \ I N0 19/7 -42 REBAR j y#5039 } jcda, *x/�r BUILDING SETBACK LIMIT ;� f n` GATE- /E►�TRAN N F GAT p40 ENTRANCE 11 t f4 EXIST ! I \ \\ .\ V / / _ *�.,,j:. / �,DAMES R. RIURDAN BATHHOUSE ' TO REMAIN \. FF=54.26 �>� LISA F. RIORDAN` EXIST. 4' PAVILION CHAINUll k,FCN , r • SAlIH3' � h / � . r AO H2. \ t S6 <6 / 1 6 / 6 •MaimAREA 1`=' t i� � if ; / ,• .. p •+ � , EX. I.P. GENERAL NOTES: ! 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS A-20 AND SPECIFICATIONS. O 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. a .O 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. ;"t I / ��b ZONE 4. FIELD CHANGES HA C GES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR `•; ,,�`; AND/OR AGENT AND THE DESIGN ENGINEER. -e, 5. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. . 1 - i" • �\ / N /F- 6. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. ; • 4 s` 7. MAXIMUM SLOPE OF FILL TO BE 3: 1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. ~ =` GENNARO RUSSO & "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT ! - CAROLYN RUSSO IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION _.. a' TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES, ' BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONSTRUCTION WASTE MATERIALS -- I OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, y TREES, � PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMANATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. ?� \'\ 8. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED \©\ FROM SITE, NOT BURIED. \ \ 9. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 10. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED \ ` TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON PLEASANT \ .�s - PROPERTY LINE:Y�.:., �. _:rk� ,. >.3;,. �,.Y t �. , VALLEY ROAD TO PREVENT DUST BUILD UP 11ALL MONUMENTATION FOUND OR SET IS DE ,r \ \ EASTERLY SHORE N/F . DEPICTED HEREON. �`'a-v \ OF POND JOHN RUSSO 12. UNLESS SPECIFICALLY NOTED, ALL EXISTING TREES ARE TO REMAIN. .' \ 13. SEE SHEET 2/9 OF THESE PLANS FOR COMPLETE BOUNDARY SURVEY 14. SEE STRUCTURAL PLANS FOR ELEVATION INFORMATION OF NEW POOL BASIN \ \ 15. SEE STRUCTURAL PLANS FOR LAYOUT OF ALL POOL UNDERDRAINS: 16. SEE ARCHITECTURAL PLANS FOR GRADING DETAILS IN THE VICINITY OF BATHHOUSE, ~3� \\ \ AND FOR ALL DECKS. "' a \ \ 17. BENCHMARK TO BE SET IN FIELD PRIOR TO CONSTRUCTION. 1 I 86C'291-8755 GRAPHIC SCALE 40 0 20 40 80 4 e s i g n ii ( IN FEET) � rVTessonais �nc. i inch = 40 ft. ■ Civil Engineers • Planners • Surveyors • CIS 165 south satellite road south windsor - connect cut 06074 EXISTING POND ELEV.=52.0 ISSUED FOR CONSTRUCTION Property Survey Resurvey Prepared For SHEET pulmVETERANS MEMORIAL PARK �� V aHe-f Road o South D�n&oir (Connecticut DESIGN: BEE/GBS DRAWN: BEE CHECKED: GBS/RPM ✓OB NO.: 7279 DA TE Feb. 19, 2001 DRAWING NO.: G.-1 lob \ 1279 i 1279-4. dwo t r s r x t 1 . l It s r` 1"9L. t)"f .t1'" r _ t h � .. 1� � .,a... a, _.._-n. .. ,.,. .. n1 ,. �I .. o , . �a, .. J�" _-. ." r� ..c. �.:. h a ,.-?�tArc.:'�• -.:1`.;_ R a ': S •.. e. , x°.G•Iiti` _ � . � . ,�`t u>x t �. z, r _ - _ ... - r'",. <. .e .. , ':.. +Itrk�-?'�f r .;.*T1. ! � .a ' � wif • _ .. fi � _ , . . � . ,•, 44+ .. , +�k . lam` �` ... �` � NNNNA� p�� . { t r 9 •6C" .. s � r rt 1 r � b 'T . . E. . .._ ..- -- t . ygt A T t 1 1 .,• , .. •'. fJ a _. � '. _ .� IJ t st - ��r..c' e, 1G �'� I, .t T, h: t N RAL NOT ��. ITE LEGEND::`) GE E ES - r / LAziEMENI :.. -'; ` -•;- ,- _ 7' 3' ' ...'. "a ''';1= `: .i: FAVOR f1F , . _ ":; , '.•, , '�;, F ,.r .y Y{a•' •.,�... o . ;S,a�: • , 'f: / ( ) ,1. ACONSTRUCTION;`,�t ,!,.; _ � , � t . .. .., < ' '. ? ¢;{c • �+' � . r r n;.+•.; �*� ` t ,i#, .,:: O ALL TO CONFORM TO TOWN OF SOUTH NANDSOR STANDARDS", EXISTING POOL DECK TO BE REMOVED AND SPECIFICATIONS. v Q SAWCUT AND MATCH EXISTING PAVEMENT* PROVIDE HANDICAP PARKING AS SHOWN (WITH SIGNAGE) 2 ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS.'A y'a ", j1'�� 5' WIDE BITUMINOUS HANDICAP ACCESS RAMP O 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. ,w , PROVIDE 4'-0" HIGH CHAIN LINK GATED ACCESS. / \ \ 4. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR _ / / Q EXISTING DIVING PLATFORM TO BE REMOVED. AND/OR AGENT AND THE DESIGN ENGINEER REMOVE EXISTING PAVEMENT / / \ 5. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. �>ri`•��-r REMOVE EXISTING TREE 6. ALL PROPOSED UTiLI11E5 ARE TO BE UNDERGROUND REMOVE EXISTING 9 "STAFF ONLY" PARKING SIGNS SNET Q REMOVE EXISTING 3 HANDICAP PARKING SIGNS 7• MAXIMUM SLOPE OF FILL O A 3 1 ALL FILL MATERIAL TO BE CLEAN MATERIAL / \ /4505 "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT Q REMOVE EXISTING STAIRS AND RAILINGS. IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION N /� / \�� TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES, N /F / 4 0)/ © INSTALL BITUMINOUS CONCRETE PAVEMENT BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONSTRUCTION WASTE MATERIALS �1HENRY CHURCH 0 R D W A Y /'�/ \ \\� A ® REMOVE EXISTING FENCE (FROM CONCRETE OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING J a ACCESS RAMP TO BATH HOUSE) MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, �CvI Ov/ \ �\ ` PROVIDE 4'-0" HIGH CHAIN LINK FENCE TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMANATING A FROM LAND, NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND V > -� 7 ^ \\ � INSTALL 4' CONCKtIt SIDtWALK BULKY RUBBISH OR REFUSE. INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS `' �`J' A ® REMOVE EXISTING FILTER EQUIPMENT AND PAD / \\ !7 \ SNET SQ REMOVE EXISTING LIFEGUARD CHAIR AND PAD. 8' ALL STUMPS TO BE CHIPPED ON SITE STUMPS NOT CHIPPED SHALL BE REMOVED / \\ ,60, /450a FROM SITE. NOT BURIED STEEL BOLLARD (SEE ARCHITECTURAL PLANS) 9. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION PROVIDE WOOD FENCE (SEE ARCHITECTURAL PLANS) THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION REMOVE EXISTING ELEC. OUTLET d( POST BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-•800-922-445 . i W, a` O s ` \�� % -T WETLANDS BOUNDARY r / \ 4 4 EX. 10. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED vie �" MAILBOX - - LIMIT OF 80' UPLAND REVIEW AREA TO ACCOMPLISH CONTROL MECHANICAL SWEEPERS SHALL BE USED ON PLEASANT ° r EXIST. c ' % \\ GUIOERAIL - LIMIT OF WORK \ \ c � � ® VALLEY ROAD TO PREVENT OUST BUILD UP �Y �`•'�"�'' - FkiST, 11. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.' N r. coil\_EXIST. SIGN ` `-� ;,�� fit. 12. UNLESS SPECIFICALLY NOTED, ALL EXISTING TREES ARE TO REMAIN ��'4•sf y` \ NT VETERAN'S ` O^R+ EXIST. \\ `MEMORIAL PAC ® ` \ "` T, r� Y `" 13. SEE SHEET 2/9 OF THESE PLANS FOR COMPLETE BOUNDARY SURVEY. AST GAGING REBAR STATION p R/sT,Nc EXISTING a' j� a ; 4 : fin, 14. EXISTING 4' CHAIN LINK FENCE TO REMAIN -' EXCEPT AS NOTED • .� ,a ,' fY�,*i CHAINUNK FENCE EXIST. SIGN _ r p 1 PED. X-ING "'' s . r 15. SEE SITE DEMOLITION PLAN D100 AND SITE PLAN A100 FOR ADDITIONAL SITE IN FORMATION. K Fxr�iN 16. ALL AREAS DISTURBED NOT RECEIVING OTHER SURFACE TREATMENTS SHALL BE i •. C e? PgVF \ 8 r�J / 0\� .V r ;� t r '� STABALIZEO WITH LOAM AND SEED.�, / p 17. ALL EXISTING TREES ARE TO REMAIN UNLESS NOTED OTHERWISE, CONTRACTOR TO TAKE ALL / / 1 O O O EXIST.. SIGN p RkN G G � O � � ��` `�± y '>�z�. 4' � ,' `'`,`a � .� NECESSARY MEASURES TO PROTECT TREES TO REMAIN. 0 SPEED BUMP ('' V/T�c��F� ``\ a14. xv�7c� r� t 0r `4 �%" D \ 1 d ` Y ?5 ✓; ' ''f" .> Kt , X �' t`} ++' i w5:," �,�, r x G f 4' WOODEN O PROPERTY LINE: / POST O/ EXIST. SIGN cr"F / HECFji� \\ 7EXIS it { 1�cIL r "• i er LMv r it V• a y. NORTH/WEST BANKS / EXIST. / / \ _. �N;,� >' j x,t,ir+ --� W A T .� REBAR : EXIST. 4' x > t < eta + tie 1f c STOP SIGN it r, 1 A . OF PODUNK RIVER CHNNUNK FENCE f \ R.' ;, ;� s 1 I ` I{2386 v � .� / / a i + 4rdit 3 , ), r I I \ O fkd+a i t dYy ail "I r h \ \ \ A.0��` O / c �tir C �" / / r r1 atL y n4. /Q�� GATE L BUILDING / T • SETBACK x O / rr LIMIT a, rt L7 /D� i ' GATE h H / .� f t Fx �j , tole / r NOSPARK PARKING \-/ ENTRANC O O \ (NV /� N /F #n �V V O EXIST. � JAMES R. RIORDAN � / � • r � T r ..ro -'•� � �� M M O O BATHHOUSE REMAIN \ . / /Y NTH 0 O A F / LISA F. RIORDAN i » O / • / EXIST. 4' S25'49 40 W \ /Q� 'r? PAVILION CHAINLINK FENCE 12.20 17* N /F _ / ss�'�. L ri ANTHONY BOTTICELLO / / G f •r, r, o A 1 t A n 'Y v •1 i P R' BUILDING • • "' EXIST. SIGN SETBACK • / NO PARKING . . EX. I.P. ..` LIMIT / AI MN POOL �4 j o) s 20,510 SF O O EXISTING WALL TOP-57.50 BOT. - 53.50 / �^•' r� C I B.O. W.-53.15 .. (v) T.O.W.-57. �! fK.., \i r / ( • "X6" POST { • • • • • LEC. OUTLET %CU / r S 4 I • r O • POST�� ^ • t � i M f a C �(' / �� ELEC. OUTLET EXIST. SIGN tK • I PROPOSED SURGE TA / r NO PARKING T.O.W.-57.88 •''.j✓-' O,,,�'^� �n / ('� B.O.W.=53.42 � � � �6' .I .asAc I ' rA • � 1"L�.L�",� f A-20 ZONE APPROX. LOCATION 7TwroNCPoot t li 'a S c / N /F CO OF DUMPSTER � ` e3rasF _i ./ o/ (SEASONAL) r 1 G E N N A R O R U S S O& t-N A n n I v K I E') l I C Q n tJLIJ I IIVU • l_ I f L,f-\F\VL 1 IN f�VJJV I • - / PAVED - / PARKING oI AREA JQ�/ F U PROP i SURGE TANK \ o T / \� N /F / z GATE \ EXISTING \ T Pl1Alnl /lr C`r11 ITI I \A/lnlfl C�(l17 ` - '� v''V I V VVIV Ur JUU I n VVI1N UJVF\ / - EXIST. 4' ENTPANCE / J E CHAINUNK FENCE I v / / \ LEV.=52.0 \ --- PROPERTY LINE: EASTERLY SHORE OF POND y \ 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD 5 06/12/01 ISSUED FOR CONSTRUCTION BEE 4 5/31/01 PER ARCHITECTURUAL COORDINATION BEE BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 05/16/01 PER REVISED ARCHITECTURALS BEE BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION 2 04/16/01 REVISIONS PER ARCHITECT BEE 1 03/13/01 UPDATE LEGEND, DESCRIBE TASKS MORE SPECIFICALLY BEE 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON RICHARD P MARTEL 12882 UC. No GRAPHIC SCALE 40 0 20 40 80 I I I I I ( IN FEET ) 1 inch = 40 ft. N/F JOHN RUSSO 860.291.8755 ,Design IS a protessionam, inc. ! Civil Engineers • Planners • Surveyors • CIS 165 south sotehite roan south windsor Connecticut 06074 t!V.O SIiLLI`/AV AVFNLE y)U ni Wal t7itfY't, C:UNN OMM ' • MU GOOF asp, e.a-as I 1 April 23, 2001 MP4624981(4 Design P"o.esswnals AM Deft TT`1.1,1 ltle 165 ;;outhSatellite Road South Windsor. CT 06074 RE.': Appl [K)l I DP, Veteran's Memorial Parts, southerly of Pleasant Vallev Road, ResidenLial A-20 &"zone Dear Mr Dci albs At the April 18, 200' regular meeting, the hi:artd Wctlwtds Agcnvy/Cunws i v-atiut Commission approved application 901 •1 UP Veteran's Memorial Park Rerovat:on, Pleasant Valley" Road, Inland WetlandlConaervatiuu Cwnmissior• upplicatiuu for Ilic renovation of swimm�ng poo;s and pump house at the Veteran's Memorial Park complex located southerly of Pleasant Valley Rood (Assessor's Map 423, Parcrl #91) Rcuklenlial A-20 & FP zone. Tluu approval is st.b:ect to the ScDowing conditions: T. One blueprint copy of the entire set o` spans and this letter icpruducod ;hereon, must 3c submitted to this Conimissiun. ThiN must be complctm! within 6S days of approval prior to any constrtcuon activity on the site Plans submitted W t'lui4ung fps Lori r.g Ctuna.issitnh %hall tic tronsidcrrxl nerving mc•t this requirement 2. Tac application shall inderzmfy and :told harmless the Town of South Windsor against am liability, which nught -rsalt from t:rr proponent operation or ase. 3. '11hi• pernut is valid for hoc scars and shall cxpin! on April 18, 2.00b. It is the landownerls)/applicant(sl responvih:hry to trart expiration dates and notify the Comyrumunn of a rcrim. ;il rrgt.cst at least 65 days prior to expiration. 4. All approvals rega:rrd must be ontaintif and %uhtnittrsd prior to any activity on the sire Ve-wan's Memorial Pocl April 23, 2001 Page 2 4 A contact person shall be identified on the plans. 5. To :he extent practicable retain the orgeauc mauei extracted from under the cxisting pool for reclamation This process should be under the xuulana- of the Fnv'ronrr_ental Plat iner. Very Tnhly yrnirs, INLAND Wlefl ANUS A0KNCY/ CONS ' VATION COMMiSS!ON F,1h7ab1E)h Warren, Cha,rperson EW:dr Cl-. ChiefHin'.dingORicial Town Engineer Mr. Ray Favreau Property Survey ' r *n U[E a UM DESIGN- BEEOGBS DRAWN: BEE CHECKED.' GBS/F JOB NO.: 1279 1 DA TE. Feb. 20., 2001 DRAWING NO.: G: 1 lobs 11279 1279-J.. dwq S Y'9i Tlawn lwescum `l!!C/LUBfyf . \s^ 1'.40 SULLrVM AVENUE • S:it17/1 WINOSOR, C- rkM074 it . ILLL�•404E (86r-i E442S11 i �taV i, 2M I fit,; i H-kND DEI INTRED t + t Town of South Windsor e -Mr. Matthew Culligan. Town Marager 1540 Sullitia Avenue L T iiw'w:4 - r' +• : 33 y T)c*rMr GalliW 1. r .• Re ApDR)t Iol,.Vrxran'sMcmonalPwkSixPLgn We are ?lased to advise you that the Planning d. 'Zoning C'omuautnaa vowel on May I, 2001 to ttpptitve With modifuatims the above n'faenaod application for a Sias Plan of Dcvdopmac i has approval ms for .mtm:ro-icnte ", - 6 Asa. vu p:..�i,.j IN wa'. ewe o:w IT-11,-R:a. A_w'I �� a:.�••,n or plans oreparad bypT Pmfiap Lucite, Ira ., .lob \0 1 Z 9, dated 31llrOl, as tvnod. ihix atcprrwsl is tviiject :v the follow urig modifications 1 Prior to conunenocmeru of any mtQ n-twk, a meeting must be hold with 1 own Staff 2 No bwldmg permit will be issued until the anal myla,-s have bom C1ed in tiie Town Cledci office 1, this application is sublas to dw wodt6ons of splimitsl of the Inland Wetlands Agcm v,r orravation Cotnmisston 4. RgtWatirxat. 5. .AD plies u6cvdin the field by the developer must bear the stamp and auibonA4 filgnalue of Ike Town of Souti 1pi int!sur 6. Lnpm:eenng commouts da•,tcd April 19, 2001 must be adtFraed k) Ms Trnm Fmgincor's salisfac6oa "v new cwtitide Itpiting mus' meta the lighting nxftu= wts of tlx aouiny, tcpulattotis. Black and while inuisparau mytara of Sheet #3 with the abovc nwwrli!'itytions, togather with throe bliieprlat capita of tLc entire act of ilavt irnst he svhniAtcd to this CAwrimissitxt withiu 30 days to be stampert and s:grw . Tic Ic:tors of approval of plus C outal .itm iu well rs he Viand Wetlands ALancy,C'onscrvation Coounimor it vt tie mpindoeed on die myirs. After the mvlars have been sitmod by ibe Comnitsim, they will be rellrmed to you fur filing in the (7frlce of dic To%m Clari: After filing there ptama. a copy of the recapt rrust be subntitied to the Planning Departmact A. Vtxy Ind% y"im zp iav " t"1 Wallcr L \Italy, <Tia:roisti Planning and Zoning C'ommtsnoo WIMldlf 4 y Fs ,r+' e cc Town hngluccr C'VellinldinrflfTic:al Superinteodenl of Pollution (..ontnii " I Fire bfuslial Yam •tea`. ' r ' tt o y, • �r ��wvaC ISSUED FOR CONSTRUCTION Resurvey Prepared For SHEET VETERANS MEMORIAL PARK 565 PReacant VaUey Road 9 South Windsor Connecticut I _.. x a- YT ta J' _ AT , G E mac• J x` y V e . I ENTRANCE SYMBOL LEGEND a GATE �---�, i 1 E+ N TR A N 30 F.E. ( / c' ' ' ' �' \ ^f''; f f EXISTING CATCH BASIN l INSTA STORM M.H. ON \ -� °� I F.L.=33.20 /I l ,- EXIST. SIGN EXIS . DRAIN4PIFIE �a i 1 + w , ' I O EXISTING DRAINAGE PIPE NO PARKING FLAGPOLE ",F.L.(OUT)O I M�>► - I PROPOSED DRAINAGE PIPE'' • / = CA EXIST.. / EXISTING PROPOSED DRAINAGE PIPE - n �/ ; ♦ r a BATHHOUSE GATE MONUMENTS `.�_ NTRANCE� C �� - �- _ \ESM TO REMAIN EXISTING SANITARY MANHOLE EE= 54.2 6 EXISTING STORM MANHOLE / , L \ t /,. . .ice ♦ ♦ r.• L. \ ) \ t i ., ;t�i EXISTING DECK DRAIN ' DD4 100-YR FLOOD BOUNDARYe DD, 1% /r, f' EXISTING YARD DRAIN - ,� -- AT ELEV. 43; ZONE AE PER FLOOD INS. RATE MAP PAVILION / `01 �+ --- �" `� ./ DD EXISTING 4' PROPOSED YARD/DECK DRAIN TOWN OF SOUTH WINDSOR - ��j' \y \ CHAINLINK F 0 PROPOSED DRAINAGE MANHOLE HARTFORD COUNTY 50 5� s pDs SMH3 �� O PROPOSED CLEAN OUT STRUCTURE MAP REVISED FEB. 23, 2001 �DOIJ&L EX. GB ESMH, - �- _ EXISTING CONTOUR PANEL 10 OF 11 T.F.-45.21 �' !� ,--� A tr F.L.=33.81 - PROPOSED CONTOUR r {_ MH2 . PROPOSED POOL DRAIN / �l ° WETLANDS BOUNDARY LIMIT OF 80' UPLAND REVIEW AREA �I �cAREAcu ' , Dos \ A YD SMH1 /f 0 REMOVE EXISTING STORM DRAINAGE EXIST. SIGN NO PAR\G r� i I QI CUT AND PLUG EXISTING PIPE y s IST. STORM M.H. '� � - - _ - 0� DRAIN 2.52 F.L.(S&N)=34.26 - J - i1 T.F. = 40.62 0 �, , �.L.(E)=37.52 1 i Il 3 . r' EXIST. YD -J } ` a t r, II t� j 40, T.F.=51.35 .(E)=47.94 j MAIN POOL 1 1 20,510 SF '� . c0 . 6-� PINE C; PXICTINIG WALI y ' vI TOPN57.50 i , / �- / , BOT.-53.50 24„ P T-:O,W.-=57.66 R ` ; u DD12 DD13 DD14 DDt 3 1STALL S RM M.H. DD1 r-• Al CYIC Q(`D� \-� 1 ' �� 1, _ I 1 i i v� �� _ - f - .�,Y<i a. A.,kl ' , MLn1l. �/V• •' ' ,/ EXISTY J F.l - v4+4-I�.4.. r 5 °Dt O D H2 DO18 ° '(D Cb El ' , D o PROPOSED ,it. �ft.edcr d.r.y� SURGE TANK -� •, T.O. W. = 57.88 , r„ H N H I B O.W. = 53.42 ,'�, - - „ �1 / Y • ;+T P POOL la v �' >r' D2 4,435SF GENERAL NOTES: , jam. ' 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. TRAINING POOL O ' ,r 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. �} 9,374 SF _ ' �/ (� `� / j� / -Z rnKITQArrnQ cuel nRTAIKI At I Q1701 nn RCQI=QAAITc PRIOP TO r`r1AICTQI I(TIOKI I I ' 1 ' \ v mil. lJV1Y 11\/1/IVI\ Q 1AIVV I/111Y I1LL 1\L. la(V II,LV 1 LI.IYIIIJ 1 ,,I VI\ IV VV1•J .I,VVIIVI•. DD2, ® 1t 4. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR , I � I I + O wP �- I �• AND/OR AGENT AND THE DESIGN ENGINEER. 5. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET �. 0 ° 9 OD30 D 1 0 / 6. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. I DD33 I d L DD z ID + I �' © - �' 7. MAXIMUM SLOPE OF FILL TO BE 3. 1. ALL FILL MATERIAL TO BE CLEAN MATERIAL CLEAN FILL MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT OADWAY RAIN IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION `..r (HS-20 ATED) D1 �� { .�" TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES • e'� ',+' p �O /- i I I° �, BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING I 0 DD2 ^� \ MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, --_�7 X51.35 % / TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING` FROM LAND; NONPUTRESBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE, AND '< °' �• BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS..;".~ I / / I 8. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED \ I ' PROPOSED D° /w M SURD\ TANK. \ t 1 r � �QO 1.40 } ,� � ` � FROM SITE, NOT BURIED. \ n.• ` \ 7` 'i + 4 FYI<_TIN(, l)Tll ITIFS A<; nFPIC'TFD nN THIS PI AN ARF TAK.FN FRnM AVAII ARI F INFnRMATInN. ` \li vl� ��V �j" /n / < v THE CONTRACTOR ISvTO�HAVE rEXISTING vUTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION DID BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455..' *Y x51.40 / \ 10. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON PLEASANT DD22 \\I \ VALLEY ROAD TO PREVENT DUST BUILD UP.. ' C .-P 11. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. •,\ t`�`-�_ 12. UNLESS SPECIFICALLY NOTED, ALL EXISTING TREES ARE TO REMAIN 13. SEE SHEET 2/9 OF THESE PLANS FOR COMPLETE BOUNDARY SURVEY - _ EXISTING ' _1 _ 1 A. c�c Dnnl n�r� DI nnlc nQn1 es1n)enln estn� �nQ nark cl nQ� I EXISil. STORM IJ ( f IN � \ r. JLL 1 vva_ uLt 1♦ I r lv� r vV I , , L T F T58.04 E.L.=47.34t - _- 15. SEE STRUCTURAL PLANS FOR LAYOUT OF ALL POOL UNDERDRAINS. �\ GAT ESE V. = 52.0 4' rviC-TIAIrl A, ISSUED FOR CONSTRUCTION o i i 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860 291 875.5 Property Survey Resurvey Prepared For SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE uu n 5 06/12/01 ISSUED FOR CONSTRUCTION BEE INFORMATION. ALL EXISTING UTILITIES SHOULD V STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE Q ■S�C�11 VETERANS' MEMORIAL PARK i BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 06/01/01 PER ARCHITECTURAL COORDINATION BEE SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 20 0 10 20 40 ' " . 9_- At l UTILITIES ARE TO BE STAKED IN THE FIELD na i, a in, xo crfnccn earwrcrn lau c Rcc Tn rur DUCT nl a vr,nun cnr_c eK,n ac1 ,cc ru,c a eo ,c cI IRcrenln e„ v rnRRFCT ec Nn7cn HFRFnN 7 ■/ w � w w_ A_ ■ w M A I A ■ Oft A BY A LICENSED LAND SURVEYOR PRIOR TO J y, ,.,. TUC' DUC VI IY I .\I,V•R l_VVL r,lty tA I kA K vv:...F( A, NOTFIF. � �j a�, a�, �j• �y (� <<? 2 04/16/01 REVISIONS PER ARCHITECT BEE 1�ET % �' �■ / A, a �' 56 PReacant VaRle Y Road DESIGN: BE£/GBS DRA WN: BEE CHECKED: GBS RPM 11 �r CONSTRUCTION.~ 1 inch = 20 ft. JOB NO.: 1279 DATE.' Feb. 19, 2001' a,, . , ,Y "a ��:; ::{r ,yrr.,:� 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 03/13/Oi YARD AND TRENCH DRAIN RENSIONS BEE 12882 S Civil Engineers Planners Surveyors CIS 9 IMPRESSION SEAL AND ORIGINAL SIGNATURE South win&®>; (Connecticut OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION By RICHARD P MARTEL LIC No. 165 south satellite rood south windsor - Connecticut 06074 DRAWING NO.: G.' ob 1279 1279-5.dw -.,. -/, x,I.14 1 i �I.i . -%4.,/-1 � 1 .- I 1./� - 1--I 1--14I1 < ? EFt� �..a--,.. .,a„<�..,..., ... S.. ._._ i"...=._ r., .: r,.. :,...-, -. _...: -... 'S.1.t'... <t. ,#' .. ._. ,._ a.. 3' �n2 >rs� `� .. s t',4 , , - .".I�,�,�.�'�',-� ;.�"."'., 1'--�,�w- I,.�.., ' 11,I ..""..k�z.1'- " ��.",,W- --4�, ."�1- ,.:.;�i,-� --A, ',:.'- ., �.1, �, ',: I �11I .*��e-..11 - �- I;!`1.*,0-.. . '.�.1 v ': t.-��,..I,.Q�..-�.,", : ,, .1 — f-4w"0-9?0- 9mmmI�"�" �� , �- // I // �;-!-eI-.t�vL-t � ./ r , rs .. r ,`571 s♦'`.:if Al'�.ti. ;'•".�;;-,.,iS+r4: tia'R''�,', .N Mi•+;"'. - ',C ..r-. , t: . . ,11, � "I"-1- 1/ "/ Im-/ ---I-I / -l�i...I:-1I � , -, / *II V* I- - 0- *,,... 4x �# WI',ll �-, - -"k', . II -'�''112I , 0,.1... ..,:.'. i _ ,> 0 „. :rl.:. . . 1- ." _ . ,7 rs.. ..'Sr. •. , 1 ., .1 Y t`S. I... '. t. 1+ Sa+ ,. i• ".l •� �► <. 3: ; r . C . �: `;; 'fit . ,.,4 ., , - .. ,r ,Y, a - - - f .•. - _ .. S `-fe .. , ',� . I L a 't: 4 ? :ewe r.' j SNET w y t.. �:. t... ,s.,.,. F 7 c..;, 3 �1."tl9 r.r. i 17 r . , !,-, 4505 „ I,: 1 „ _ :. 1 v +. -- s. ,fir d. X .1• >, -,DEL _ , - IV 1 v V { {�, ti 9KAF1� /i � (:1 , Ko-4 1.W .,,• I � , �. i . y ;Ri� h+ ,. .^ f.,, HENRY CHURCH ORDWAY (� t� • I+ . SYMBOL LEGEND t 1 _ ,, ♦ i ,' S 1 / � �/'`—J EXISTIN f . ', ~� t / , G CONTOUR CONTOUR-, ;• �. r. ,.• M .,, .. �v, f —/ GI..- -/ 111 —FI I A� -�- PROPOSED CONTOUR s'�r 9l l...�A iI r 1 1 ' ,� / PROPOSED YARD/DECK/ROADWAY DRAIN *�,�a,,:, - ' P- I "—//%.%�%/., ,X-—/.I---"/S-" ,T/ I /"/ N r "' / f// ~/ \ L r EX. •----• PROPOSED EROSION & SEDIMENTATION CONTROL MAILBOX I ,. / EXIST. 4 -,v- WETLANDS BOUNDARY OAIL ,��;,` / LIMIT OF 80' UPLAND REVIEW AREA Y e At( \'�j \ EX-I-ST. SI\� q .. Y / FAq �/ETERAN'S O ; r i 'T , .:, EXIST. \ \ MEMORIAL PARk t'Y ` ,' t l EXIST GAGWG \ ® %� Sr >,.. s 1 REBAR STATION EI'/S� ` 0 � \ L A , g ""�i „F A9Ri(//1G G EXISTING 4' 4 Fr I... 1? .ram NG gR'�,IVE� CHAINLINK FENCE EXIST. SIGN � I- - to" I I J r Q O PED. X—LNG ..41i fi vg S HANDI—CAP �/ A" gg S ' ,. 7I { ARKING SIGNS ` NG ♦ `� .: ,i` • "•I yY 2 e q� fNT, (RAJ `� +Q, ,11 1 I �� 4 /� i O O EXIST. SIGN pglQ�/,I G G \ aGv ' i J�� , �� \ v `,v, _ , ! / O SPEED BUMP \ G , 9 'Z , -4: ! / / ;,A:; 4' WOODEN O O FX/ST/y � / 4`i / , ` e Y ., , �i-1.- .1II� . 1 �` PROPERTY LINE: ■.m POST— `- -O Ex1sr. s�cN _ �? AI a / z` ✓} , . �t. NORTHWEST BANKS —.- ` ;� w EA ----40 f • .' , //b Xls . ti; STOP SIGN X1ST. 4' _ e.' ' -i-&-Ie-,.I --0I,.--.. �I., -- -!!'� ,�r�.�---- // -/i" /�, 11.., "\ l, mI . i �, r O F P O D U N K RIVER i EXIST.' / ,�� `'�h REBAR r:° z.` V w - , ////// CHAINUNK FENCE � : /- f // / 1, i�yy ' j = _"ct.� -- �� PROVIDE EROSION {r♦ZZFh r / l -2 �" & SEDIMENTATION / s. I 'I. t ` I �/ f !i ri/ZCONTROL MEASUR�S ;' �* �. ,t ,t / . �, � �. ''�1% / /� AS SHOWN. — } - V -/ .JI , / f . / - ,' It a / I / , r, / /� , EXIST. SIGN O _, , NTRANC 'v !�' / ,O - 1 �(rJ % �) a NO PARKING FLAGPOLE // yp GAT I�'\ / N /F - %� �i .i ; yr. ENTRANCE EXIST. ` .'- !! . .-� ' , `, I #tONUMENTS �f BATHHOUSE \' \` '`0 J A M E S R. R I O R D A N �C .x � _� ' // i EN RAN -' - /'' Too REMAIN �, 1 1� = L I S A F. R I O R D A N .� '. J �j 100-YR FLOOD BOUNDARY �� -� �--- i • - ? f A" '' ` J s�!-1 ♦' ._ S25`49'40"W O •' I - �. . ., EXIST. Ia'! > n ,i '.� -; .c . }�... S .7 'J Q / AT ELEV. 43; ZONE AE _ -ram `' 2. 2O PER FLOOD INS. RATE MAP �: I a PAVILION HAINL NK FEN ` y ♦"; L•t` TOWN OF SOUTH WINDSOR \ - Ke:' . �. , HARTFORD COUNTY \ !- �r!' LE - �� • SMH'3 / ', R ', q '. MAP REVISED FEB. 23, 2001 /` _ -- • 0 / / � '* : 1 - r, ',k z,`, ( ; F.PANEL 10 OF 11 - � j 11 a� , X. l.P' .a , r -i : +,"'�' - I*-- r/� ' -I ,. ..'rII �-'".1f.-�.1�. -. ,, ,,- ,I J^ / / / .. . + _�' r O RM / "44 u t r i. � r., • r a'` t :- '•' "eA•'., 4•;s ns ,It. e,. 6 H2,. 4i / r , t L F •7 _ t, i." ,. s.. , / - 1. P<vP :`�'-- ,,,,��' J ' ,;70 l �O - 1 i r « - ""t' J 3,i - — • ANTHONY BOTTICELLO ! /= ,�� 4 , �,r, Y'-�� h�, ", ♦ . �S AtiEl1 • ' / ._ - ,, t � ;yam r o r ✓ EXIST. SIGN �� • - I/_ ® ` y . ,a I 4*,-z ., , ,I:II Z. �� / NO PAR G / �/�/'/ j!- l ( / . 1 ' =, ' t +• R ., . -. i , I . ;.iO,I .— "", I �: . .. ,, N- ..-. .. I z(. .-� i ).1 �"�,,',. -E I-. !.:,.I.I., . I :I.1. .. 0, - .1�.�.,-I1. .� .� I... 4. . :.- .1,1� ..11-II 4�. iC,I o , I . .1 .�,I - ,. I .. �-II I .I � � '.rI. ,-,,. .. I '. " �. �.�I... �. I :.,. � � I ;. ., I L I. .. . .II- .,�� -. �r -. I ,I I .t - I " - I.r.. �I�N, , ..:. 1I. ....�. ; .I� I .1-.. . ,I. . . ...I. . .-. 11 - . I � I��., .( . .. . I I .. .. I. .,. ,.I-..,�-�. ��"I,..� .".IiI1��: - �: 7 �. ,"- . �I. �".��1.. . . I. ... . � , . . "-i"II 7: -. I.-7,," * 1".I , . ;. �-- )., "I - ,' '..,I -.. k", '�I�, I ..,- I . . �. 1p...�, ,. ,1.::1 " . ,!". Ii;.j,'�"�. L. �l f �. c a 5 .— t, J+ ''�'- I I .i': I P frY; a a i '', '1w'� ¢ y,•Y�xti :It, / t t 1 W i w 3�1 xi . � la . d ! - v k° i g f �.,. J :w M r r . 1 / ) r l `�J _ - W11N POOL , I a' V - F /20b10 SF / " C y, _ / y y ,a,.,: __..` - S . f� a EXISTING WALL % __r .I Yam- ° - � TOP-57 50 ` Sb { � *sk "/ I O f I BOT -53,50 i l _�",-A +_ P. f r,II 1.PI ,I i I�1,I . — --- I ----�/ --I . -----.—_ - /,I- . b1z, � . ", -/ 1.I , " , -. � )I (- ,"v. ,-I-Q� I �' 1 ' £�+ �Jj 24' P T.O.W.s57.6 �\ \ I/ J h.. I /' _ - s < <'� - 9 k Ir, / 18" �\ • • • • •'X6" POST f '� J % \ 1 • • ° LEC. OUTLET -� / \ O , , I ;.., 1311�I 9?"4Z" �-�.\ w , .,, -,56\&' I 11.- .I5Z11— IN,"IE \ I. I Ii q -. I- I, .." I I ,. � -6 f\, . I& �-- ". � " I.. -4I , /0/ � . ./ . / . I , ! s / a , .1S..1, 1I�.I� hfi fir?' 6 x6. Q051 ..:$ I , I �• / it ?'a, J_11 �^ ELEC. OUTLET �.' » r ' a O .O w,q. I "-�!I I I.I , -y" �,-� C . . -11 .- -- ;;_j—r"- 1-.,. . � tI �I � � ��.' /� I :Ii I I � --- - - -,"6. .�-. r, �- T 'I,-f - - Q I Qi , EXIST. SIGN i / PROPOSED I � ' 1 ---NO NO PARKING / SURGE TAW 4 +y t" k j YOW,.SZSB • I, I t I. - B.O.W.-53.4 a .. r A f - Ou11 I ` I I. I ± y, sv0*1 I �/ APPROX. LOCATION PROVI ER ION �` ! �i 1 � j j' •� s� „ � .<," / & SEDIMENTA ION j 1 I ( I �� ' ! _ �` ?� �^ /' OF DUMPSTER •�'/O (SEASONAL) CONTROL M SURES \ \ --�- `° / ,;, e'! AROUNd PRO OSED ` ff _ hr I 9S •. 2 --I'e. - r.) i r. ,':: I EXISTING YARD Df�2AINS AS SHOIIVN. I �' �J• �� I' l CENNARO RUSSO BC 1..,F { t'* • .1 PAVED 1 � �i ' • _. l .ir / I__;L_ CAROLYN RUSSO - . • . 4i��` . ' ) \\ PARKING I �� . � ( `: 4' - - - - - �+ ' I AREA ' I �t*Q I I I T ` g o. t I `' PROVIDE EROSION '' � o $o &SEDIMENTATION 1.t-. — I ' / ��.� , 1 a CONTROL MEASURES .. 9 f �1'zx ' "w > s \ \ i' I i • 1 �?, • I AROUND PROPOSED r t 1 ' " + f' i > �e�p ♦ G BARD DRAINS AS SHOWN. s'•ii( ;. o --\O, . , , 3 �?yo `j(//� }� w S`� 11 k "� 0 I .;.� E �, 1 ' ' `\ `� h 1 S ,� PR(1VIIlF ER(l�i(lNl - - ;-. .- r., 1, I\ ��\,�1*111 I . 1 , 1' & SEDIMENTATION SFr . s"� .' , I ` 11 _ CONTROL MEASURES \, �-.vm� . di -. , `\ N /F , ` 1 � AROUND NORTH END {• ,V +c � 1 \ s` —` OF POND AS SHOWN. \ r• y,`- 4 TOWN OF SOUTH WINDSOR EXIST.4' \ �.s /— NUNK FENCE ! s ) t��a .A'1d . }s �' PROPERTY LINE: I - , f / - e- % POND NG EASTERLY SHORE N /F . . � '� j., " / \� �� Et_Ev.=52.0 OF POND JOHN RUSSO ; ,� , , r -, a-' '* V x, � 11 � I . .� . . I ... I , V�., .1, - 1 " ENTRANCE 11• ° `� .,-�---'--- � --'- " - - s r 1.1" n '--- - _ •. i I ;,1. `(� �. _ .. . , ,. -- , I �, I -1� \ I � . � t _ ,. — / ' o i e 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY "," z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. .10/ C'V0 ISSUED FOR CONSTRUCTION REVISIONS _11860 291 875`I Property Resurvey Resurvey Prepared Ear SHEET 4 06/12/01 ISSUED FOR CONSTRUCTION BEE THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE I• Qp WH " ��o C��1T1'G� 0 0 20 4a w eslgn VETERANS' MEMORIAL PARK 3 05/16/01 PER REVISED ARCHITECTURALS BEE ■ ■ EROSION CONTROL ONLY; AND IS NOT TO rofesslonals Inc. 6 2 04/16/01 REVISIONS PER ARCHITECT BEE ( IN FEET ) , ! DESIGN.' BEE/GBS DRAWN.' BEE CHECKED.- GBS/RPM 565 PReacant 7afleRy Road 1 03/14/01 WTLD LIMITS, E&S CONTROLS DUND YARD DRAINS BEE BE USED FOR UTILITIES CONSTRUCTION. I inch = 40 ft • Civil Engineers •Planners •Surveyors •cis ✓oB NO.: 1279 DATE' Feb. 20, 2001 Y9 NO. DATE DESCRIPTION BY 1 65 south satellite road south windsor connecttcut 06074 ORAYNNG No.. G.- 1 iobs � 7279 � 1279-6.dwo sough wi ndsar Connecticut s �� , a� - ."t ,4-1 ` �. 1..,�!I,I '4* K '-, b�.(,,,Ii K . I4. i,' T� X,�'iI,'T, �•.I�. '-�F' 1, a • , r ,. ,, 3x , - pew ,•c,.A'.< 'P r r .: , 1, ,:.!, ` .."�'A°"- M 4 '. . �.,}' _'rr:•-, i, . ��Z l" 4 M,-7W �,-,�-11�t� __ -,.-- -, , ,. , ,�. - .� -_� I - �,4, :. -�1,., .. ..>-'. I. "., 1 I .. I. . ". � ng d.;;4. uiI . fi " . ,' 1 1 .?,'. �.*i." *k j ..1 .,1I- V iI ,I . . .. _ . I. _-_-_- _ ___� -I �.I . .-�! �".�,�I,�. ._I. .-P7,',I'll,U�I`. I' .*,. -:, I' � I j. __ . I . - . . . /_- / /I __�.- , F ', I . / , \ `"- ' / / ��., .1� rA � 1I� 7-1�� - / \ \ ��1 ,.,1_ e" 1' 1 , / , I1 71. , �ti : � ,�,,I N /F , V / �, �/ ,�-1,�,. -,.t.''" �� .N_ Syr 1 .. , 1I I HENRY CHURCH ORDWAY ` , �`�� / 4: / f .1'. i � / / �3 Y / / Fr / � ` / i rl -1 I t"\ i +a a I I- / / I ". . w.1"XIST r 1'' REBAR �: / � / / 1 / , / / - / /y I /Ar .` W� 0 1 „, I ` PROPERTY LINE: , NORTH/WEST BANKS - / / OF PODUNK RIVER / SANITARY SEWER STRUCTURE TABLE STRUCTURE T.F. INVERT 53.15 47.10 (10" out) 53.15 46.87 (10" in&out) 47.01 (6" in) 52.00 46.73 (10" in&out) 52.91 46.51 (10" in) " -�� TV {!n y1 r 'OgR�T(Nc 1.EXISTING 4' ' \ "`F 7 ;t` A 3 ;* ,� t QS PROPOSED SANITARY SEWER MANHOLE (HG CRqV CHAINLINK fF110E EXIST SIGN T 7;a+r,I. _ h , \ " _ \\ F gRFq F< \ 0 PEO x may, f " { -5 EXISTING CONTOUR �tk .. ``, } =''x,' :, ' ( DICAP Y/ \ s, r k ' T `. t t rt.- x - "�Ki1�n tzln.�c /N� I \� \ ♦_ _ r _ - 5 Y .:" _ ' -fa� t _ [•;r+'�,+�•l-��fF :'r v w .a @,�• I \ \ G �p ��. I 1 , i ..r ,\ Y ., ' . « i, ' '.' �-- P r 47' r .,t n y r: j*;,.,'-7�-. pq 6 a , >' :� . PRO OSED CONTOUR:. 'f � _., «�'Y ... " �\ , C'> - �Fd/F T \ \ A t .' i ; r. I fi �, t 6• 4 a h y� y '� T i ° p (ST(N I °�� .: : oz r y �' T:e: -E}- PROPOSED POOL DRAIN 7 r *,�r�.,,� . ° o Exlsr. slcN gl''kfAycRq v 'j ," - '_- �� rR : >r ' °` f ..""r ,� 0 SPEED BUMP qR 1F, / .•` / %ems- _ T WETLANDS BOUNDARY � � '`f, � F % If 4' WOODEN ° p I Q/STjN � O QlO r' % - ` %` „ � G 14 S ai ,-- POST Ex. sMH ° EXIST. SIGN - --- srr p�� :; a / f \ '-_ o -W- PROPOSED WATER SERVICE LINE mot; r T.F.=37.32 F �, f , e: I I T I ./0._I__I_,_�- 1I- / EXIST_w/En -��' ANT h° �L' •'` o` \� REBAR -S - PROPOSED SANITARY SEWER SERVICE LINE r STOP SIGN EXIST. 4' x ; jf/, \ / - ^1 CHAINUNK FENCE i / � / r tis w r` / F_�� - ��-' �.✓�� ; \ -G- PROPOSED GAS SERVICE LINE �' �� fir' _ /- C_LkP. j/ /.� � /��j PROPOSED 2-1 /2" \ r / /2 / j �// !.' !, WATER SERVICE ? E/T- PROPOSED ELECTRIC & TELEPHONE SERVICE LINES \ /-�' ( �. �/�` _ -*4 �r"-- c ✓ j---E%T--- EXISTING ELECTRIC & TELEPHONE SERVICE LINES ,,; �� J / �. / // Q , fin; \ , 1%` �11" EX. CH / _ 4 `' _ TM f/�� _.._ LIMIT OF 80' UPLAND REVIEW AREA f -' x¢1t. ;. { i }� F f_. N 36.2� .�� OCE / "7. dis �a �Q� - _ : _s-n� �'� BUILDING ��/ y_�txlT�=I*+4"/ '; / I - _ _,easnI U ��j� r'! . SETBACK / � EXTEND SANITARY SEWER LATERAL �. 1" µ I f' /`�, 5 taITcTRIc e� �,ifi / FROM ESMH1 TO SMH2 c '4' /\/ %� / _i / ' a, / SERVICE m'� �- LIMIT ,<v u.;! 1 ,i1_ 30 F.E./r'// / w nay K 4. I l M/ �` © REMOVE EXISTING SANITARY SEWER PIPE +;�' EXIST � , , /ENTRANc I, i �, CONNECT PROP. 2-1/2" ho / # / /�`" `` I r 1l i NO PARKIC'Nc FLAGPOLES �* yo GA WATER SERVICE TO p /h N © CUT & PLUG EXISTING SANITARY SEWER PIPE ,, /� 1 - - r' - ENTRANCE t EXIST. BATHHOUSE /CV 1-, / r,;> 7",. EXIST. \ ttF� ' EXISTING ' / ., c EX SMH \ h / - MONIaMENTs =52. , T.F=52.91 BATHHOUSE (V JAMES R. RIORDAN 8C QD SANITARY SEWER LATERAL (INV. 50.74) � h '* .. t /A_ , / -� �... r"'^_� 2' INV.�46.51 - / 'I. AGATE - - - =ag 65 - a ®TO-54 26�� CONTINUE PROP. 2" / L I S A F. R I 0 R D A N I J / /" ' / 4 7 . WATER SERVICE BEYOND ' S25°49'40"W /� 100-YR FLOOD BOUNDARY , {` - i - - �/ O AT ELEV. 43; ZONE AE / ` Q a F�f15T. 4' EXIST. BATHHOUSE ;�� ' _ f,7 PAVIL ON CHAINLIt�k FENC+ / i 4'` 12.20 � /Q / PER FLOOD INS. RATE MAP - � - �- * . / , TOWN OF SOUTH WINDSOR -to °'. r =4g �� / / ,a <c*`/\ HARTFORD COUNTY �� ,--MAPCE I, P,4 - � . ■ SMH3 /� / ,' \ / MAP REVISED FEB. 23, 2001 // Ex e r �' _ - ° �,R / `, b r IL �Q / `� / PANEL 10 OF 1 1 -� / / T F-. " 5.21 1 � w- - "°" X. \ ' / / F.L.@33. 1 ✓� 4: , ti. PAP R s ,*� F.L.=47 / �- \ / GENERAL NOTE' T E) : - . � , ., f 26' ,,A:` iy TI(-`CI I n / / -- -- _i / ff // /� -_ ] f 28 14`5Y % %o / J6%Q\_ ��_ % . f ' :U I I II�LLLIJ i ", --- :, ��q / p ,, y s, . r BUILDING ." u * o `�� '� / 2� F / SETBACK \ __ 0 `, �"� MEA ' p+'� I Iwk 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS w `�' 'V / EXIST. SjGN r / < c NO PARKING "- / _ _ Ex I P AND SPECIFICATIONS. 4 / LIMIT l MIN. t. . kK -,1.� "2 �# 41•..N / Exwm I 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 4;',, TF S5 T, F =40 e 7 I' I / � / POOL OECK I , , - . I '� 7 : i,\ O/, ' -. `u"""'� - / / ' / I PROPOSED 2" 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. . S t;. 11. I �_ _ A' I WATER SERVICE pj„ N / I' / I / v. Q)/ fss-. .,.,, o I �r s, j-4114 4. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR ,�, ',. : i r,- ' �% F .,. `"---� / I e� - �CV� ^/ --/ �.�� F 1 ,\ zos,osr J / _a AND/OR AGENT AND THE DESIGN ENGINEER. i 4 , -" - I ' \ `, ! -t Tit, r' 1i11.,, _ r 53.24 / CONNECT 6" GRAVITY SEWER 5. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. r / � J a ` EXISTING WALL i' `� I t _ I � TO EXIST. SMH (MATCH INV.) / ,"ip ,�- TOP--57.50 ! r / o - �9`p �� aoT.�s3.so \, +► // '!- rr " .z ��C 6. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND- a "¢' `eo.W-53.1 PROPOSED 6" GRAVITY '�. x +w f1'� ` / / -. / . SEWER 5=1.0% i r / 0 t8„ _ ' ' , 6" PINE ` I J +� I T. �.52 � 7. MAXIMUM SLOPE OF FILL TO BE 3: 1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. � * _ - "xs' Po �.9�t•) "CLEAN FILL MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT .1 / / • " . �s _ _ _ ; , 5, K ��F t L C ,4<, A-20 �t.p . IN TERMS OF LEACHING AND POSES NO THREAT PRESENT OR FUTURE, OF POLLUTION €' /�' ~ % F� ;u}� ,^� TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES,' / t � I ;, , it a ` ' "� / ") BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION WASTE MATERIALS / F.I-,'I... " 6'x6' POST t- ^ \ _-,ji E/#� '( Q) I ELEC. OUTLET �_ nf°y D 7ONF OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING '\ l n • I �7 AAATFRIAI C (1R RY-PRn(ll I( TC YARfI lA/ACTCC IAI!`I I IfIIAtC QDAAIr L1CC I luoc opt tcu cuol loc ' EXIST. SIGN _/ I / SURGETANK '.. j� •+ '^^ {�j ' ,.,..,".,,.�� vi. v ,evvvvL i,�„v •rr,.�LL IIvuLV ilv �nLv 11 �tvl , PROPOSED ! CC^ . , J, L_1 V UI l_ L-J, L UJ, ORU13", JAI R U0_) • NO PARKING /`-57� • 1 TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING / . , .42 �j T OOW I ` ? MAIN TCT EXIST. FORCE FROM LAND; NONPUTRESIBLE SOLID WASTES COMBUSTIBLE OR NON-COMBUSTIBLE' AND I \ ��>� / a43ssr N I 0 E S SEWER VAULT BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. / t , I Q ' ' 3 ✓ _. _ LW TAN MIN. / � ' I", /L o: A / 1 18" HORIZONTAL . I \.. _ APPROX. LOCATION / t I 1 ` i if � P I l� 1 (I I �l , �i , I 1 °' SEPARATION / I I % TAN o 8. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL REMOVED DUMPSTER I / / Yp 1 \ 9374SP �" `'"--...,,,,., j N �F FROM SITE, NOT BURIED. L BE EMO ED ,: 'J I \ F �SG. j9' o �! ' 1 j L / PROPOSED EXISTING ' I ' I t t P�� SEWER FORCE MAI] G E N N A R 0 R U S S 0& PAVED I, I. \ �--.11 ,,, PROPOSED 6" GRAVTTI' CAROLYN RUSSO 9. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. PARKING ) 1i 1 � '' S) I . .� a' @ ;SEWER s=1.o% THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. ` ' 1 AREA 1 I ` ` I e�% ti ( �' BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG' AT 1-800-922-4455 to o ` \ 0� ' PROPOSED 2" 41 N ' ' ` \T,F. `'51� ��0, C ® I WATER SERVICE 10. THE CONTRACTOR SHALL APPLY" TEMPORARY DUST CONTROL MEASURES AS NEEDED , % \\ `\ i I I .� \ �„o� I / TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON PLEASANT \ \ I / 11 ��o I''E/T , \ VALLEY ROAD TO PREVENT DUST BUILD UP. y .. -% \ I 00 h° / - s 203\ ��a„�. �2 :jhh�- T`J �� 11. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. .-#.k -% / \ \ \ / I . I._ -, , ". ax ', ". I I * �` \ I ` `� ,,, L t.} `qia� 12. UNLESS SPECIFICALLY NOTED, ALL EXISTING TREES ARE TO REMAIN. ' =I ,, t`: 20,, \\ \ � o L ,.• `� PROPOSED 6" GRAVITY �' 13. SEE SHEET 2/9 OF THESE PLANS FOR COMPLETE BOUNDARY" SURVEY. r F ` \ \ _. - ..p PROPOSED 6" ``Z ' SEWER (S=1.0%) \ inn \ c �r T ' ' ��\ \ ,� -` SEWER FORCE MAIN k y .1,t. a •: �\ \� \ y '� �. EXISTING '�'�• j. j::'.1 �� \ ` l a�1. 4'M'" POND \ � \ 14 C'nNTRAC'TnR �HAI I (,nnRfIINATF A} I I ITII ITY I InIFC WITH 07n7 Pnnl PIPINI( pI Anl a 4 �r ,1 J' \ \` , , \ I 1-IEL 7 ' ELEV.=52.0 � 11 �� .,. ,,.,,,� ,,�� „",, ..,„1 �, IJVL 1V t Y A Ift ,. / % ( \ EN ft�E--� , � h TOWN OF SOUTH WINDSOR , / EXIST E � . ` CHAINLINK FENCE •» >: / / e PROPERTY LINE_. UTILITY L TY NOTES r / / / , e� 0 E S.. 1. I f �- �` Nj `� \ EASTERLY SHORE N F " • '. + :., / r // / / \ � P 8p / a o"''�` 1 / ,� \ OF POND JOHN RUSSO �° �.z; ��r� ��. F . I i r / ' - \ \ 11,:4, I. '. ` , 3 r'', h 1*. ELECTRIC SERVICE TO BE LOCATED IN THE FIELD. " f , =,, k��'� _ - r !'- \ � \ 1• P \ :5� �n : '+' >: 2. CONNECT TO EXISTING ELECTRIC SERVICE TO SUPPLY POWER TO FILTER BUILDING. r /i�� - j \I. 4 k L` is ` (E s tia M. 1I 1 t, b4"- \ \ r :tart -x- _ - . 0. 1 ': < '� ITC• `_, `". • - -1 'q .' , �, zk., � ,t 3. REFER TO SHEET E 101 FOR ADDITIONAL INFORMATION ON ELECTIC SERVICE. r d S GATE r . \ , '�y i! ENTRANCE s .. r s y n r.,� '. >r r � a;: u L : { , 1 �.• \ , k r'., Yq of _; s r..'. i K;.r .ter :• ''Y, a. �. i l: i t Ic 1 ,' Y A. ?I ,.. •. e.. :r� f,• #Y rl\t ,tom., i).�4 A-. •i.>.y�,!. ,1�'� vY t 1. b 4S �i;-. t � - tis s is '+' x:•• s . "1� , `! �'*' , e j "A' S i" '•w r' \' r.il =� _ P L �. '� 'T ".r, 's'... 4'. r' Y E .,�: , C. . ,Y i f ' I' L i-0 s `P «' f i �-,� 1 J i L 5 i +„ I f is �. 3 b *1' f +n S. 6 :y r b.' *E �� .* $ i f f' b. .•Y..•r T ,, t k ..x', . ;. 1.,. c r r� / 11 .h 1 P. ,Y {♦ Y7' w \ 4. AM (F . .. - '1 b' •hy '`i' 1' F t. > In WZ 1 i� �' x -k. f •; ` rA' . a� it 1 5 r- ' i `.`2 .,tj1'' A . e L. `.mot•' {� w I - �, a. '.�r1 P %' _ � --� t ,ti. , s � ' : :, ;, ,, :.. . d' . pit•. 'e• d: '� ?, Y , ' ••_.; . .. i--_- \ ,.; y ._ .�.P `r=- , -. LS C,Y• f y,,, ' i ;9 ,� y':i1 :� ..� A+*r ,'.+ Y i `y. �•s . __ �', [. �� ,i} r. "� •s ''� �s.r ` 1.>D'_L,' b .�:' ?.1 y.Cf1.; ,7 a .. -. - 7:' i,- ,, i` -.e= tea+ ,.',�a ,..j,_:^I ''t ^.'S.r tz x,- �jr.y,, ry �".:nMl�. . a' - ADDITIONAL REVISIONS 1 s:. Rkti,� m * w r� >r F d �F3 ►� :, ,: 9 j M A - .7r� i, y. 1 • "J 6 2 y L'1^ b n _ \ } i, T _. `` '•j- •\ ,.-. "s, fi ✓ ,..a ti, r ° �, r. {.. 'y dye ) +'* ' �r'„� ••x •r:�,r "' -}:� r Y•6k f.'%,j. -u. t 1 .� .h, ,.., _ ��,,r. �, �. � ,� 11 �`? ISSUED FOR CONSTRUCTION +' A / 6 06/12/01 ISSUED FOR CONSTRUCTION BEE J � - - IIIIIIIIWIIIIIIIIIIIIIIIII� I,. �j ,t s o i i 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860 - 291 • 8755 Property ' Surve �;: Resurvey Prepared For } i`''`, z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ■ « k.4 P y Y q-*,%!- : �,j, .' •mv ,r,,,Oy Y a SHEET OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE \ 1 - 1 *4 5 06/Ot/Ot PER ARCHITECURAL COORDINATION BEE ,� +„ D 1 t'ar e ' ' zr1l INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE ■ A w , f]1 1L " BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 05/t5/01 PER REVISED ARCHITECTURALS BEE SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T 40 0 20 40 80 `,, ° �� "'F. ems / 4.. !: :,,. ^ ,,� es�gn r:;.,;� - • .�.-z.�1;_v �.-�:.,�,.f VETERANS MEMORIAL PARK 7 / 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD __ : ■ • _ �,:" _- _: I 3 04/24/01 REVISE PROPOSED WATER SERVICE AFE Tn TUC' oEST nc UV KNinUA Cn,Ge nh1n ❑n Ice rule n1Ao IS CI IQCTAAITIAI ALLY rnooc, T Ac "Lnrcn urocnAl _ _ _ - _ -_ _ _ _ ' P' L V ULLILI , J r J JV UJ1,11', LL VVI\I\L1,1 Y1J 1.1V ILL., flC_I\C. VI.1. 1 roTess'ona,s inc . I t BY A LICENSED LAND SURVEYOR PRIOR TOLj �� (��®�� :,�.. 2 04/16/01 REVISIONS PER ARCHITECT BEE - ■ DESIGN: BEE/GBS DRAWN.' BEE CHECKED: GBS RPM , � a 11 CONSTRUCTION. ( IN FEET) bii-. a• •- 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 03/06/01 REVISE SEWER AND WATER LINES, UPDATE LEGEND BEE 1 inch - 40 ft- , R-;,11 •'t:a ''- r �' ' IMPRESSION SEAL AND ORIGINAL SIGNATURE 12882 ! Civil Engineers • Planners • Surveyors • CIS ✓OB No.: 1279 DATE.• Feb. 20, 2001 9 OF THE PROFESSIONAL ENGINEER/°'SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P MARTEL LIC. No 165 south satellite road south windsor - connecticut 06074 DRAWING NO.: G: job 1279 1279-7.dw South Wi ndsoiP Connecticut ,. '' ; 11*`NJ fiaiwmoimm=,6-�:1 �171�s -rY14i5y v��.v � , _w,., l '. 3' ...�"�'a.I . - f JI_..s. .....I . 1, .+ .s�. ._i':'. 1 � � _ � ". ,. <1., ._ SANITARY SEWER PIPE TABLE PIPE PIPE LINE SEGMENT LENGTH SIZE SLOPE fIt, I . WI .. � . ��_�� _- _.... m.. __ � ` ,1 M I mm"�jj ,N�M�� ...... �� m-, � - 1 F 11 __1___11 1IN .1. 1911111m , . - F . .. , .4e ..+\' .. e ., !' Y v� P ' M 1 C « y , J i Yi ♦ f . L t Y A' A. it Sid # r G . I ,r . x. x „ Y r' Z m 5 .. 7 F. J� `R' F _ ml _ 'd 7 .i •'1, ` jy�'7g�� A fir• i" . .. • .., 'ti .;1 ,, 0 yl;,t v f! #� L , ' '� •�. ♦�; - ''4rr . �--, 7 ,v 1?. _ ^"`�� f.,i,_ J L � Y+t, .. X N 1 ..I@ . L _ f 1 . i . I. I ,'� (- A A rl !'1 1 I f` /"1 f- A I rl _+i:f" t i f. , , r -7 t E' J Y IVI t5 U L IN U. . } s ,4; a ;, . ,. ' [5EXISTING CATCH BASIN ,x ,� !' t,1, -r f11. \\ _1 1 SNET + _t= 1 - r\, 1l^T1"„', t1 r,"1 I. t. 41L ,.r"t'.x, :. 1 - if /4505 ,". 4, t.AIJIIINU UMAINAGt PIPE . x'; ' __ - __�, ____ -___ .___,1 _I. _"/_I I_: �_ � / _._"/__/ //%_.;--�)- , �. 1. / .\t -; �'- ___� 1- �0�__ - : ,�1..... �_,o�, I,�;�,". �Ia�� -�"';I4- I _i:�j 11y[� �j - - EXISTING SANITARY SEWER PIPE � � 40 � N r r ;AZ, __�o -d PROPOSED DRAINAGE PIPE '�r•1.p' \ l _ �� . _ PROPOSED DRAINAGE PIPE - ; -�� r. ~ 4{ -. rfp{,� y _\ S /' *r \ ` ., PROPOSED SANITARY SEWER P41PE '; d , r . , : a,,;r _ a r \_ r �S; -�,_ x , • EXISTING SANITARY MANHOLE '"„"�"- _\ 1 � ,� F _ ` " , , �` EXISTING STORM MANHOLE '''' _" ,'� ,_ , f , r t. a F' S r' /-` \ / ® MAILBOX ' k ' II EXISTING DECK DRAIN A � � f 1.1" \ ; '. { , � �.1 \EXIST. /�)�•�' "7' t r+d k�,qa "/ , r� \\ F (a`l�ioERAIL ` �Lir"iii t? r :, ' 1-• , , • EXISTING YARD DRAIN , {`� . ... �W ; ,��,� \ Yir,. R \ r • h 4 -' r N0, `\' `, �r ,, r PROPOSED YARDf DECK/ROADWAY DRAIN .✓EX. CB _` "VC @ \ \\ - K u ' I r ,r am 1" TF=3641 \ A F L =3r , \\ •9[F�F� S EXIST. SIGN O .,/ 5,' T ` t V4 t F' o� f,* � • , 4',6,---,-_4_-<-?--- � - �-"^- ��_-. \ _,I 1 -el'�""N_'S_S#.4�,_N4e�5`E0T 4 �*"4�Cj � 0� � ffEEX. _1* ®EXIST. 1 MEMORU4L PARK %+ L '^ _ i tr v . ' f.r,f ` e GAGING F ® \ ! j� t ,�,,, q t,Y" !, OD PROPOSED DRAINAGE MANHOLE STATION \\ \� i-/ .p i . 7. 'r` i 7 ,,iS t ', • r / o I 11 . �I II . y q, .. -fr T .. -., .i if .� .. .. _ �. �. .. ._w ,.. .. { .. Y., t...2 .M �.. 5:� a S � ,,. 5}. _1"Nirtt V �axrJ. Ts.h-, i�.:.. y'�� F. %.h �� TJ`Yn� �i. 5:..:iA_ M "={i ^. �T�i �}t+�i �y":�A�R:. ..Y �'�6.�- .�'.�_. i I � . -»t. � .. ern .. . ..., :. ::,. .. .. ,.. w '5S'A .t.cc �# a. .� a ,®*�.. .- � � :4` ,�y�;n.. r. .. ,Ii • '�. n_ _ :k �: :: .Y^.2 r, .. .. .: .T. gt' 4. .T. y, ... ...:.-. . ..,' : ..�., ....f .. .. '. A � � .. ^. �-�- - � �. o '@�'1��'�:r��l."+i�a•�1�"i�'� cF w•,.c�e.ts:�.s ..w 1.^.Rra„r.;.v �hLr,,.f aYe.7.i i<:. s:...,�y:�ti£d�.�,.:�k«:� :e.. ,;...'sue,:_✓�.+,,::u''�.'l�.er.�'-Y1rmii...d.K4.: ,, x.�»:�e,�1ctE:��Y.,•:h�`.�.: _ � I _ ... ., .. g . V. y, , 1 3 F W iV 54, yr. R �}i .f t O w I Z 0 w w 5"- (n W (Q W _Z o N¢ A — �t z I L 7' FLOW SECTION A -A 'T. +w , STANDARD M.H. FRAME AND COVER ADJUST TO GRADE WITH -------MAX. OF FOUR COURSES OF CONC. BRICK PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE REINFORCED CONCRETE AA A►IL1^1 C CCr"nnAIC IAPTU M1-l114r-1VLC JGl. 11 VIVJ tel lrl "0 RING" JOINTS A REINFORCED CONCRETE MANHOLE BASE FLOW .- '--CONCRETE OR BRICK MORTAR INVERT \- 6" 3/4" CRUSHED STONE FOUNDATION SECTION B-B REINFORCED PRECAST CONCRETE MANHOLE NOT TO SCALE rdaoD-N a000000 a0000ao \a Uo� GRATE TO BE: VINLY COATED PEDESTRIAN TYPE GRATE I� 26" 14- 24-1 /4" 29-3/4" YARD DRAIN FRAME & GRATE NOT TO SCALE 14"X10" FORGED ALUMINUM SAFETY RUNG MANHOLE STEPS 16"O.C. TOP STEP TO BE 4" BELOW FRAME EXISTING PAVEMENT n • ^ — A u ^nr•yING SECTION A -A 1 8" 2'-0"D V) 5., V) a �- FLOW 4'-0" DIA FLOW • 4 —Tr- •4 4 A TRENCH WIDTH VAKItS 12" MIN. SEE TYPICAL MIN. TRENCH YARD DRAIN FRAME AND GRATE ADJUST TO GRADE WITH MAX. OF TWO COURSES OF CONC. BRICK CONCRETE SLAB TOP REINFORCED CONCRETE MANHOLE SECTION WITH "0 RING" JOINTS FLOW A REINFORCED CONCRETE MANHOLE BASE `6" 3/4" CRUSHED STONE FOUNDATION SECTION B-B PRECAST STRUCTURE FOR YARD DRAIN NOT TO SCALE o IX 1. UNLESS OTHERNASE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE I IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS 2 06/12/01 ISSUED FOR CONSTRUCTION BEE 1 05/31/01 PER ARCHITECTURAL COORDINATION BEE NO. DATE DESCRIPTION BY yy g♦C_ � r r RA -44 SECTION f•ar. t � '�q .n'JF ,; �' z` '4x� *� =.iR � � . fir �,c1 i, . '��,'�' y .;� �� '#IF n. a . , y I SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01 1" OR 1 1/2" (COMPACTED) CLASS 2 BITUMINOUS —CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 2" OR 1 1/2" (COMPACTED) CLASS 1 OR 2 BITUMINOUS CONCRETE BINDER COURSE ( OR MATCH EXISTING, IF GREATER) M 04 6" (COMPACTED) PROCESSED TRAPROCK BASE.- M 05.01. 6" (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE (TRENCH BACK FILL) M.02- GRADE, B (OR PROCESSED TRAPROCK) NOTES 1. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTERLINE OF THE PIPE. 2. ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED PERMANENT PAVEMENT PATCHING DETAIL NOT TO SCALE r+oncc nnl IAITOv i 4" Min 1/2 O.D. PIPE t 1/2 O.D. 4 4 4 PIPE 4 4 4 6" Min. 12" •7"' M" YT` :1. 3 h. i `. -5 tW s r Y r 4� ,(� � 'd' -1. c t- , "f �. i S1� r t � JY 1 f• rt� fF' 2l 1 SE. V ' `w :r F.a 3 .. s- .r i SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01 # s 2" (COMPACTED) CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE (OR EXISTING MATCH EXISTING, IF GREATER) M 04 PAVEMENT 2 s , a +2 vlr ' 7" (COMPACTED) PROCESSED TRAPROCK n BASE.- M 05.01. 6" (COMPACTED) PROCESSED GRAVEL O 1 1/2" BITUMINOUS CONCRETE CLASS II SURFACE COURSE PER CT DOT M.04' SUBASE OVER COMPACTED SUBGRADE �,9r (TRENCH BACK FILL) M.02- GRADE, B 1 1/2" BITUMINOUS CONCRETE CLASS I BINDER COURSE PER CT DOT M.04ly +' (OR PROCESSED TRAPROCK) (16' PROCESSED AGGREGATE BASE PER CT DOT M.05 TRENCH WIDTH NOTES ® 6" PROCESSED GRAVEL SUBBASE PER CT DOT M.02.02 a' i 12" VARIES 12" MIN. SEE MIN. 1. ALL SAW CUT AND SEALED JOINTS TO pvv TYPICAL BE EITHER PARALLEL WITH, OR PERPEN-p+a TRENCH DICULAR TO, THE CENTERLINE OF SECTION THE PIPE. 2. ALL MATERIALS ARE TO MEET PRIVATE PAVEMENT CROSS-SECTION FORM 814A, AS AMENDED NOT TO SCALE 41 SECTION r �� 1 k f T ,N •np ` k TEMPORARY PAVEMENT PATCHING DETAIL NOT TO SCALE 0 '• "• "" 2" BITUMINOUS CONCRETE CLASS 11 SURFACE COURSE PER CT DOT M.04 t ""•` r (26" PROCESSED AGGREGATE BASE PER CT DOT M.05 ASPHALT WALK DETAIL NOT TO SCALE q: - � f ,y t 41 • f ,. s� , . •' � ale OTE• , T . t 1. THE LOWER SURFACE OF THE COVER AND THE CORRESPONDING UPPPER SURFACE OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT OF FIT, WITHOUT ANY TENDENCY FOR THE COVER TO ROCK OR RATTLE. STORM MANHOLE s' ALTERNATE STREETS/ A a o� A p0 ❑ p O Y ^{ PAVED AREAS STREETS/ LAWN/ PAVED AREAS _ i _ CROSS-COUNTRY_ OW ONE 0 oO0 60 D0'0 0❑ ;{ i SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL Q�O ❑ O� p •,, 4 Min. p p „OpO� APPROVED GRANULAR NON -ORGANIC / COMPACTEDAIN ONE FOOT (MAX) LIFTS Ii O O 12" -) D * s •� (� 00 Q O n 23.875" Dia. WARNING TAPE PER CONN. GENERAL lJ 1" 1.25" 1.25" f STATUTE 16-345, AS AMENDED, _ O 0.38" 5125^ " 1.I PLACED 12" (MIN.) TO 24" (MAX.) 0.75" 1 2 ABOVE THE TOP OF THE PIPE. 0 0 1 » "� 0.8751 0 BANK RUN GRAVEL FILL 1.56" PLACED AND COMPACTED O 1 12-j 4' t 0 SAND BLANKET IN 6" LAYERS. NO O t —L STONE LARGER THAN [-0.56" -� 0.56" 3.6875" 1-1/2". MATERIAL 1.50' 0.75" SHALL MEET D.O.T. 12" ,,-PIPE, AS SPECIFIED M.02.05 1 94" 17" Dio. ' yF' SECTION B-B ' 0 yr, 1/2 O.D. 3/4" BROKEN TRAPROCK PIPE —�_ CAST IRON COVER 3/4" CRUSHED STONE BEDD114G 1/2 O.D. NOT TO SCALE MATERIAL IN ROCK EXCAVATION OR AS DIRECTED BY THE ENGINEER. 4 THE MATERIAL SHALL MEET D.O.T. 4 4 4 4 4 4 4 4 4 6" Min. F+ M.01.01.21 FOR 3/4" STONE. 4 4 4 BACKFILL TO CENTERLINE OF PIPE WHEN USING POLYETHYLENE OR A.B.S PIPE. TYPICAL SANITARY SEWER TRENCH SECTION NOT TO SCALE » O.D. 12" 12 24.50" DIA. 0.75" x PIPE 2- 1.50" DIA. HANDLING HOLES 1.5" 2.125" 1.5" t .50" 8" 0.75" 21.75" DIA. TYPICAL STORM DRAIN TRENCH SECTION 0.75" t — 6" 36" DIA. s NOT TO SCALE 48" DIA. SECTION B-B ' 4 CAST IRON FRAME' it y: .. i ` { r > NOT TO SCALE 1 1 - _. ♦ k. '� P 2'..4ti h r i r ,F w � '�.•Li..: ' _ In .' n:. t -' t 4 A '�`'.t•ar, `r•,-'h �: r _„ , e` t ` t r r � ��;' �,fui . c q , ,r � 4•k � r : 4 h. ki `�f�/tr i. :jY„ { / i A,l:h�yye/�( �� f �i`, - _ (ry _ „1 YY`.; �'` F�f� K_,xh �� t �39= �a7�cc�•'^�., �t ISSUED FOR CONSTRUCTION .. �i�>{ `� Yr �i. Tt ' '- ' r�� .,,• `' �.s�l.,� � �,' ..;' . � :'� - •3 i:. �: „1'i*ti ?� _ . : �'� ¢.,r,�r .. -�.. '�. jttS!:. 860 •291 • 8755 Property Survey Resurvey Prepared For SHEET GRAPHIC SCALE es�� 4 �'`7"E.lA.1VS' MEMORIAL PARK =31111111111 1g 8 ( IN FM) rofess onats, inc. DESGN.-BEE DRAWN.• MHA CHECKED: GBS 565 Pleasant VaUev Road i inch - N. T. S#t p j,at ' n C vil-noiruawre Planmu Si_trwis a f:IS t�IDB NO.: 1279 DATE Feb. 28, 2001 �N ° �qK1 , - South W in&or Connecticut I 1165 south satellite road • south windsor • Connecticut 05074 DRAWING NO.: lobs 11279I 1279-8&9. d► a / 1� R' y v L t`� fi . J d * ^Y1. x l' 6a 3 ri' �h•� �Y •Ilm'. � Y 1 yI 4 � . 4 , 9~ y 1 tt f r� i' MEET TOP OF CURB, OR EDGE OF PAVEMENT IF NO CURB EXISTS I\IVI I I V1 \\n 1 VARIES 6" 4' 1 1 6" 1 /4": 1 BIT. CURB 4" TOPSOIL & SEED 4" TOPSOIL & SEED ITL. STREET LINE R.O.W. 1 MAX. SIDENTIAL MATCH EXSISTING 8" PROCESSED OR BANK RUN GRAVEL MEET GRADATION OF M2.06 GRADING B OR M5.01.1 5" CONC. SIDEWALK (8" CONC. AT DRIVES WITH 6"x6"x1O/10 WIREMESH) TYPICAL SIDEWALK DETAIL NOT TO SCALE 1. SET POSTS AND 2. STAPLE THE SILT ANGLE POSTS EXCAVATE A 6"x6" TRENCH FENCING TO THE 5w UPSLOPE POST UPSLOPE FROM POSTS. SILT END OF THE POST FOR STABILITY FENCING AND SELF- CLEANING. 12" MIN. � - -Ii_I I-i I- II-I i I �l I_I I -I I I -I I E III -I 11-1 I I- I 1I- 1=1 I E-d 3 ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. COMPACTED BACKFILL 1 I a � 1=1 � =1 I I -I =III -I I I_ I I -III i=1 11=1 I I- I I-i ' -i ► I=1 I I-1 I �- ' -I I i-1 I I-1 1I- 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. CONSTRUCTION OF SYNTHETIC FILTER BARRIER NOT TO SCALE REVISIONS , a ., �. is r d 4rt `R •F ,k •YF r : +9'-' o• 'wile y. k a �+• f ems. d Z W C x > f s r W V will 004 , J. 1 ,t V! Y .y„ Y , 41 77 ] ..fir;• Yf 's :y n ul SI i1 4 , r s Y?M d .k f• jfg 1. P ' 7- •L. CONSTRUCTION NOTES ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS 1, ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL FORM814ATER AS AMENDED EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION `, " ;�'��', 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY, 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN•*µK AGENCY." 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER c 2 POSSIBLE. y s R.O.W. a 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. z 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY `^:W OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT," 6' C' 7 FROZEN MATERIAL SHALL NOT TO BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN AT BACK A' GROUND - A 1 Of WALK BITUMINOUS CURBING r .�.; . SLOPE NOT TO C ~�'^ : EXCEED 1! 12 y,� - r 5' • SEEDING SCHEDULE a•; , r �, WIDTH EXPANSION JOINT AT BACK OF ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF VARIES CURB AND AT SIDEWALK LINE TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 ` ssn hf b OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW p , RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT 1q,,+, TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 a, Pr,UNDS PER 1000 SQ. FT. I I-T EXPANSION JOINT AT BACK OF CURB AND AT SIDEWALK LINE. PERMANENT VEGETATION COVER t c-r'\r-1AJA Ir r-°y JU E-VV f-1L'r\ SLOPE NOT TO EXCEED 1: 12 NOTE: ALL PERMANENT SEEDING MUST BE COMPLETED BY MAY 1. n GENERAL SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 GRASS GRASS USE THE FOLLOWING MIXTURE RAMP KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 457. s` ,�41M 3 MIN N. PERENNIAL RYEGRASS 10% _ 19 ,� APPLY 1 POUND PER 1,000 SQ FT. OR 45 POUNDS PER ACRE. BITUMINOUS CURB LINE T- 4.: MAX - WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 70-20 TONS PER ACRE. , s z , _a>i`�"�L,i1a' ,�•'1 MONOLITHIC CONCRETE B.O.W. 15* TEMPORARY VEGETATIVE COVER 1 •�`°`1` j{yd CURBING 6 SEEDING DATES', MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 y' ANNUAL RYEGRASS 1007 T.0-C. -- --T APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH u ,kip` ,' AT 2 TONS PER ACRE rt ''•' u �,t� 'r CV I yY a,i�1 `1• Q .. .. _ _ ;. „.r f • t Y t-i*# �' ,n 7 hir 19'%.. 1 . - + r*° T•.l ,�_ d.•S Y n.. '`` i+- 4A .: i,/::.4 t ,� - t..;', L - f. .f d,'.�_' t T ' P _•. y r 1 BIT. CURB (TY .) N :r - &, r �1. FINISHED PAVEMENT LEVEL ' t •' t.> .: � <;`•�' 1a* + y r t .�� BOTH SIDES)3+Y _. - , , .. :-• 1. ,:r _., � DRAINAGE DESIGN IN THE VICINITY OF RAMPS SHALL BE „' K SURFACE' 1` .. I .^ r k : _�, r.,•..r : "I" .� +r y a .,, ' � '' ' �� SHALL BE AN INTEGRAL PART OF THE RAMP TEXTURED AND NON -SLIP. DESIGN. NO DRAINAGE STRUCTURE SHALL BE IT F THE RAMP. t , PLACED WITHIN THE LIM S 0 GENERAL NOTES HANIDCAP STRIPING DETAIL "} a� NOT TO SCALE 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) CONCRETE SIDEWALK HANDICAP RAMP STANDARDS AND SPECIFICATIONS 2. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED r NOT TO SCALE�, 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON PLEASANT VALLEY 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 ;' z'4c 8' Diameter Vinyl Coated DESIGN ENGINEER. , r Pedestrian Type Grate 6. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE ' CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE CJ1, EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. •' ,. 7 ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND y` -a :5 0'-7" MIN 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE z .E CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS C X £ 9. MAXIMUM SLOPE OF FILL TO BE 2: 1. ALL FILL MATERIALY- ❑ D ❑ 00to TO BE CLEAN MATERIAL, "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT CD IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION TO SURFACE WATERS ' ❑❑❑ ❑ (U �. 000 ❑ ❑ OR GROUNDWATERS MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION 6" CT D.O.T. 2" STONE TO BE PLACED OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, 000 ❑ ❑ OVER FILTER FABRIC MATERIAL 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 �.• 000 ❑ ❑ EMANATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE, AND BULKY o ❑ ❑ D ❑ ❑ RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. to r ❑❑❑ ❑❑ t{ 000 110 10. SEE ARCHITECTURAL DRAWINGS FOR CHAIN LINK: FENCE AND POST DETAILS, AND CONCRETE DETAILS. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I ❑ ❑❑❑ ❑❑D 0'--6" MIN. EDGE OF PAVEMENT W� • 4 pry' �, CONSTRUCTION CONTACT: MICHAEL GANTICK, P.E. DIRECTOR OF PUBLIC WORKS TOWN OF SOUTH WINDSOR L ANTI -TRACKING APRON DECK DRAIN DETAIL (860) 644-2511 ext. 242 NOT TO SCALE NOT TO SCALE - ••:" ,,t.. l:r:.v�',. y+1`. 4.1 t r i ^�' it 'i T• 1 r 06/12/01 ISSUED FOR CONSTRUCTION BEE 05/31/01 PER ARCHITECTURAL COORDINATION BEE NO. DATE DESCRIPTION BY :.%,i.1.>� . ' :�e`�*"�...:x s'it:.i':'3t •. •1"•'Ir-..._ �. ,.. ,>,.. _�.I',: �. T:.<. „�,raf: ,��. �".�•:, Y., ,,..... ...: ��. J" +G „ns:'. ._:w 1eY.;.,?"l,,...>..�.4mi v.nk-.Rt%eii�'�.'�'�:�'Exall.�'�,c;��' tan: �,.a.`.�Jvi.�r.>k.Z#?�.C�i��84 I GRAPHIC SCALE 0 I I I I J ( IN FEET ) 1 inch = N.T.Sft. ISSUED FOR CONSTRUCTION 860.291 - 8755 Property Survey Resurvey Prepared For SHEET _ VETERAS MEMORIAL PARK9 . esi n -0 .� _ gjmTessionais, Inc. DESIGN -BEE DRAWN: MHA CHECKED: GBS 565 TPRezoant YaRley Road �7 t ✓oB NO.: 1279 DATE: Feb. 28, 2001 I Civil Engineers • Planners • Surveyors • GIS 8 Cominec ticut 165 south satellite road ' south windsor Connecticut 06074 DRAWING NO..- jobs 1279 1279- 8&9. cfwq South Wiinr R 7 E C NEW ,THHOUSE ADDITION _ EXISTING PARKING 1 .,r v r�- l r I %L WADING POOL v... J, MAIN POOL I , TRAINING POOL ' TODDLER POOL A. V: - \— 7\ A. ARCHITECT i jt, r Bargmann Hendrie + Archetype, Inc 316 Summer Street Boston, MA 02210 617 350-0450 Tel 617 350-0215 Fax www.bhplus.com PROJECT NAME Veteran's Memorial Pool Pleasant Valley Road South Windsor, CT (860) 644-2511 Tel (860) 644-7280 Fax CLIENT Town of South VVInQSor Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 (860) 644- 2511 (860) 644- 7280 PROJECT TEAM CIVIL ENGINEER Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 860 291-8755 Tel 860 291-8757 Fax GEOTECHNICAL ENGINEER Clarence Welti Associates, Inc. 227 Williams Street East Glastonbury, CT 06033 860 633-4623 Tel 860 657-2514 Fax STRUCTURAL ENGINEER DeStefano Associates 50 Thorpe Street Fairfield, CT 06430 203 254-7131 Tel 203 254-0263 Fax REVISIONS 1 2 3 4 5 DATE DRAWING TITLE Architectural Site Plan DRAWING INFORMATION ,,"arch 23 2001 DATE OF ISSUE Architectural Design Review DESCRIPTION 1.1=20' sr/ sw SCALE DRAWN BY 2004.00 a-fp-poolcolor sowi.d PROJECT# FILE NAME DRAWING NUMBER A=1 00 Copyright BH+A, Inc. Le ARCHITECT Bargmann Hendrie + Archetype, Inc 316 Summer Street Boston, MA 02210 617 350-0450 Tel 617 350-0215 Fax www.bhplus.com PROJECT NAME Veteran's Memorial Pool Pleasant Valley Road South Windsor, CT (860) 644-2511 Tel (860)644-7280 Fax CLIENT Town of South Windsor Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 (860) 644- 2511 (860) 644- 7280 PROJECT TEAM CIVIL ENGINEER Design Professionals,lnc. 165 South Satellite Road South Windsor, CT 06074 860 291-8755 Tel 860 291-8757 Fax GEOTECHNICAL ENGINEER Clarence Welti Associates, Inc. 227 Williams Street East Glastonbury, CT 06033 860 633-4623 Tel 860 657-2514 Fax STRUCTURAL ENGINEER DeStefano Associates 50 Thorpe Street Fairfield, CT 06430 203 254-7131 Tel 203 254-0263 Fax REVISIONS 1 2 3 4 5 DATE DRAWING TITLE Bathhouse Plan DRAWING INFORMATION I L March 23, 2001 DATE OF ISSUE Architectural Design Review DESCRIPTION 1/4" = 1'--0" GS/ SW SCALE DRAWN BY 2004.00 A-101 sowi.dwg PROJECT# FILE NAME DRAWING NUMBER Aml 01 Copyright BH+A, Inc. 0 i UNDERGROUND SURGE TANK PUMP PIT 1 LAP POOL FILTER BUILDING POOL DECK STORAGE t� ---------------------------- i LOCKER TODDLER POOL o \ \ L —_— \�I WOMEN JAN -------------- I WOMEN' BABY HANGING AREA , I I I OUTDQOR SH0VVt=RS ARCHITECT bh+a Bargmann Hendrie + Archetype, Inc 316 Summer Street Boston, MA 02210 617 350-0450 Tel 617 350-0215 Fax www.bhplus.com PROJECT NAME Veteran's Memorial Pool Pleasant Valley Road South Windsor, CT (860) 644-2511 Tel (860)644-7280 Fax CLIENT Town of South Windsor Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 (860) 644- 2511 (860) 644- 7280 PROJECTTEAM CIVIL ENGINEER Design Professionals,inc. 165 South Satellite Road South Windsor, CT 06074 860 291-8755 Tel 860 291-8757 Fax GEOTECHNICAL ENGINEER Clarence Welti Associates, Inc. 227 Williams Street East Glastonbury, CT 06033 860 633-4623 Tel 860 657-2514 Fax STRUCTURAL ENGINEER UeSLe1dI IV r%bz1v 'lamb 50 Thorpe Street Fairfield, CT 06430 203 254-7131 Tel 203 254-0263 Fax REVISIONS 1 2 3 4 5 DATE DRAWING TITLE Filter Building Plan DRAWING INFORMATION ....... ........ L March 23, 2001 DATE OF ISSUE Architectural Design Review DESCRIPTION 1/4" = 1'-0" SW SCALE DRAWN BY 2004.00 Al11 soW.dwg PROJECT# FILE NAME DRAWING NUMBER i in N M 0 Copyright BH+A, Inc. ' ARCHITECT 3'-6" A.F.F. %i BATHHOUSE SIDE ELEVATION V EXISTING BUILDING BEYOND 13'-2" A.F.F. lop STAINED WOOD SLAT SIDING A.F.F. WOOD BOX -FRAME PICTURE WINDOW NATURAL FINISH WHITE CEDAR SHINGLE SIDING I- WOOD BENCH bh+ai Bargmann Hendrie + Archetype, Inc 316 Summer Street Boston, MA 02210 617 350-0450 Tel 617 350-0215 Fax www.bhplus.com PROJECT NAME wMe rm n°o HaftlCo0c' 0 Fad Pleasant Valley Road South Windsor, CT (860) 644-2511 Tel (860)644-7280 Fax CLIENT fTnwn Of Szu'i h Mondsor Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 (860) 644- 2511 (860)644-7280 PROJECT TEAM CIVIL ENGINEER Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 860 291-8755 Tel 860 291-8757 Fax GEOTECHNICAL ENGINEER Clarence Welti Associates, Inc. 227 Williams Street East Glastonbury, CT 06033 860 633-4623 Tel 860 657-2514 Fax STRUCTURAL ENGINEER DeStefano Associates 50 Thorpe Street Fairfield, CT 06430 203 254-7131 Tel 203 254-0263 Fax REVISIONS 1 2 3 4 5 DATE DRAWING TITLE FII IsWam0H93 DRAWING INFORMATIOM March 23, 2001 DATE OF ISSUE Architectural Design Review DESCRIPTION 1 /4" = 1'-Q" SW SCALE DRAWN BY 2004.00 a-201_sowi.dwg PROJECT# FILE NAME DRAWING NUMBER Copyright BH+A, Inc. ARCHITECT 1 V-911 A.F.F. I'D ODQItANrW SLATE SIDING T-11" A.F.F. NATURAL FINISH WHITE CEDAR SHINGLE SIDING WOOD BENCH 6-11" A.F STAINED SLAT SID '1 1 �lut��®■i��■�i®nl01 I��O�i!)♦!0\�CQti�i�lli�i�liiQiiil•1 �li��l♦iI♦Ilil �_ s� liilO�f�l�Q7�Q66fdlA� !� ■ ��IQiID 1��wls�t�sn�alr>tori��c�re� �Q+uwaQ�ser�aQ�arul�®r�v�l�lve�a�n ■�e��l�Qc�al�QwQ�slsQ{�Isl�w��t�lr>, �®f)•ilQIQMlI�Yi�QO�EQi�I��_�l�t ■ i FILTER BUILDING FRONT ELEVATION I , T ,. ,. i 1 '7i , � ,, 1 7--:� ,. _�.,. ., .•.,.. , I. ..: - -:,. `� i"... , i.J7.� �1. I (. 1 ri , I � L J `5 ) 1 , , I -{ � l �.. I i •. I , I i I ,: �: '.:_ r..:'_._:. _.. '_•. . '.. .:_.. `- - - - - - r;' .3J —� T_J _._- >� f 7 i ill 71 , 1i i i i� I ` I ... ,.: _ iv, , r fl 1 �. -. v. f. 7 :. ..<r I. _ r. r ..i r rIT 1 f I _ 1 -f 1 V-9" A.F.F. gk LL DARD SIDING I WHITE SIDING 9'-7" A.F.F. j, Bargmann Hendrie + Archetype, Inc 316 Summer Street Boston, MA 02210 617 350-0450 Tel 617 350-0215 Fax www.bhplus.com PROJECT NAME Veteran's Memorial Pool Pleasant Valley Road South Windsor, CT (860) 644-2511 Tel (860) 644-7280 Fax CLIENT Town of South \AN! -A Windsor Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 (860) 644- 2511 (860) 644- 7280 PROJECT TEAM CIVIL ENGINEER Design Professionals,lnc. 165 South Satellite Road South Windsor, CT 06074 860 291-8755 Tel 860 291-8757 Fax GEOTECHNICAL ENGINEER Clarence Welti Associates, Inc. 227 Williams Street East Glastonbury , CT 06033 860 633-4623 Tel 860 657-2514 Fax STRUCTURAL ENGINEER DeStefano Associates 50 Thorpe Street Fairfield, CT 06430 203 254-7131 Tel 203 254-0263 Fax REVISIONS 1 2 3 4 5 DATE DRAWING TITLE Filter Building Elevations DRAWING INFORMATION F L- - March 23, 2001 DATE OF ISSUE Architectural Design Review DESCRIPTION 118" = 11-01, SW SCALE DRAWN BY 2004.00 a-211_sowi.dwg PROJECT# FILE NAME DRAWING NUMBER AIL i011k M Im A211 Copyright BH+A, Inc. n:tar' °: aJ:rl;ilj' Rim itt ail4�Ile zrj, l'r tiEi� 1}+_1 �l r {in{iit'�yr. l rt, "ir u�•f'J� e: 4�yS .3¢ii'�4t' r•' 1pt{'tit`li. �w YY WVOD BOX -FRAMED PICTURE WINDOW y I U KP =DAR I DINED WOOD AT nwr. _ - ' .,..:k - ..v.' .: :, _., ._+:-cv.:., Srv.aa,ie�^+:,-�x'6.vv�_+r::.„::q:.nv?i'?,.gm. airs•s=? . ..ix gom - .- .... ........................ ::G•-,...-.-.�.u_..... 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