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HomeMy WebLinkAboutPlan 89-87 Governor&apos;s Square Building O I ` a. R ti 9 I AN ' LAN G­ i' IL a lob-- urN i ER TOWN OF SOUTH VNDSO _ . �j ' -O'7k12-' D SIGNA�� U � rz ' {{ A 1 �W••� i STv.'Ywr.:..J..A OJTH WINDSOR9 C NN CTICUT ROME DA I 1 660W Aff t e W 'o�re*'%ared b y ' R3, Inc Landscape Architect ijesio",,fn Vrof essionalsq Inc. Plannei eer : th ltar ob c tot# C YP +' ( IiisIllor�Gr is Ce C+;a\`3�1 / •r' t�SiJ��slat fl \\'� S7ROa78�• .a�•Rq� vesi essiona .. Bubarl z:n James sq P Sur veyor: q. 0 2., Traffic gineer. ArC 7 '.... in 'rof Is, Inc.iteCt ohn Eberle ) �; 4. Burkhardt tnvironmen En vironmenrai: ) - tat, Inc.. SHEET INDEX � A• u Y 0. r' i . 1 . COVER SHEET �.� •.; . ,, Ir P.0 Q - �r�, }:�°'.•; �I:. 2. KEY MAP ' 10 " 1 1, _.....��.. --• 3. BOUNDARY SURVEY _ell aA ..� 4. SITE PLAN �.� { - LAN. .:_ : 4 �`-, k, �' r}��'-,S)rr. ', �444iii G:.,.:., :,,.... . - r 5. LANDSCAPE PLAN ® , . . --j -� i pas 6. DETENTION BASIN LANDSCAPE PLAN 3 ]tom _ �� :•. • , } .�-- 7. SEDIMENTATION Sc EROSION CONTROL PLAN roil A.• 1:- 8. OVERALL SEDIMENTATION & EROSION CONTROL PLAN .a �sal� •: ••h'''' '�. ? �`•,_�.�.•,� OWNER/APPLICANT: 9. CU L— DE— SAC SITE PLAN O ;�; ; • • .� •:''; t �� 4 CAPUANO BUILDERS AND DEVELOPERS FF(( �- • •• • •�•1"• �I �O� � 1208 CROMWELL. AVENUE 10. CUL— DE— SAC PLAN PROFILE SITE ;: •,f s r .�., S U 1 ROCKY HIIA , CONNEC11CUT 06067 SCALE 1 = 2000 TEL 721-8220, 28s--3374 11 . DETAIL SN EET SHEET LB I — LB3. BUFFER LANDSCAPE PLANS ABUTTERS LIFT X F MW J ADDMM RV! IVW ADDIRM 39-5 DURFORM, INC. 49-57 SWANSON, FRANK J. & CAROL ANN 1 SOUTH SATELLITE ROAD 49 EDGEWOOD DRIVE 39-7 SOUTH WINDSOR, TOWN OF 49-58 PRESCOTT, JOYCE E. NEWBERRY ROAD 57 EDGEWOOD DRIVE 39-e SAFFIR, LEONARD 49-59 SNYDER, TROXELL K. & SPAK, C. B. 500' LINE 185 NUTMEG ROAD SOUTH 65 EDGEWOOD DRIVE �� r'-�------. 39-10 FRANKLIN DISTRIBUTORS, INC. 49-60 CROMBIE, PHiLIP E. & MARGARET L. 140 NUTMEG ROAD SOUTH 73 EDGEWOOD DRIVE 39-11 MERCURY REALTY COMPANY 49-61 FRIEND, MINER C, & ERNISIINE M. 45 SOUTH SATEELLITE ROAD SOUTH 81 EDGEWOOD DRIVE 39-12 GOLDSTEIN, STANLEY & LENT7, MERVYN D 49-62 KIDD, DAVID S. JR. & KATHLEEN N. 85 SOUTH SATELLITE ROAD 89 EDGEWOOD DRIVE 39-13 SUPERIOR REALTY COMPANY 49-63 WINNIM MARJORIE S. 125 SOUTH SATELLITE ROAD 97 EDGEWOOD DRIVE 7- 125 39-14 MALLARD CROSSING ASSOC. 49-64 GAGNON, LOUISETTE / 50-6 ` PROSPECT860 HILL ROAD WINDSOR, CT. 49-65 ID5 EDGEWOOD JD.RIARK & TRUDY M. 39-15 HOYT, ROBERT L 113 EDGEWOOD DRIVE / cA 145 SOUTH SATELLITE ROAD 49-66 TOLISANO, DONALD J. & LINDA A 39-16 KOSTIN MIRON S. 121 EDGEWOOD DRIVE 161 SOUTH SATELLITE ROAD 49-67 NADEL, JOEL P. & GLADYS 60-1 39-16 D'ENGGEIS. PETER R. & KATHERINE M. 135 EDGEWOOD DRIVE 201 OAN 39-19 THE H.J.M. REALTY COMPANY G ROAD SOUTH 49-68 153WER ED�OOD DR. 50-8 5Qa 9r.._r 5� 50-12 60-2 C/O WARD MFG. COMPANY 49-69 PFAU, DANIEL J. & MARY ELLEN F—In1�----L_J U P.O. BOX P BUCKLAND STA. 155 JUDY LANE MANCHESTER, CT. 06040 49-70 GUERRA, ARTURO & WOLF, HELMAR R S 39-20 FRITO-LAY, INC. 165 JUDY LANE 49 59-54 P.O. BOX 10046 -71 MARRYAT, ALLAN F. & JANICE E, _ DALLAS, TX 75207 175 JUDY LANE 510.57 J� 39-22 PETERSON, SUSAN L_ 49-72 LAPENTAr BARBARA Nts4778!B •w� v 223 NUTMEG ROAD SOUR{ 168 EDGEWOOD DRIVE NfS678 f8 W '{y 94 39-23 LAMBERG, GARY P_ & DOROTHY J. 49-73 DWYER, DAVID F. & PHYLLIS A. 50-17 50-19 A= 9ot7000e NBfr472'W 16a2 Nt57'25'40eW 2503.3' R= 25.00 255 NUTMEG ROAD SOUTH 160 EDGEWOOD DRIVE L- J9.27' 39-24 MAZO, EUGENE D. & BARRY G. 49-74 HAVENEC, JOHN P. JR, & MARY ELLEN 40-18 r- 25oo' 279 NUTMEG ROAD SOUTH 152 EDGEWOOD DRIVE 40-17 40-19 50-i 5 40-15 THE MAY COMPANY 49-75 NICHOLAS, PETER G. & BETTY D. rN3 301 GOVERNORS HWY. 144 EDGEWOOD DRIVE to 40-16 KURTZ BROTHERS REALTY 49-76 SOUTH WINDSOR, TOWN OF 287 NUTMEG ROAD SOUTH EOGEWOOD DRIVE z 40-17 CAPUANO, EUO 49-77 MARLOW, PAUL R. & GAIL A 4-0-18 SILVESTER, JAMES R. 724 EDGEWOOD DRIVE 1350 BLUE HILLS AVE. 49-78 GREENBURG, STANLEY & LILLIAN S BLCOMFIELD, CT. 06002 116 EDGEWOOD DRIVE 40-19 1 50 SBTLEUUE, JAMES R.HILLS AVE. 49-79 1 6 EDG£WOODCDRIVE & JOANNJ L B3LOOMFIELD, CT. 06002 49-80 DOWNS, ROBERT G. & BARBARA M. 0-22 0 i� 40-20 HAMMERMiLL PAPER COMPANY 98 EDOEWOOD DRIVE t a 330 NUTMEG ROAD SOUTH 49-81 HORAN, THEODORE J. & MAUREEN D. 50-1 40-22 JRT ENTERPRISES 88 EDGEWOOD DRIVE 40-24 40-20 N667(9 "f8W 49-82 MARCH, ARNE B. — -- 345 NUTMEG ROAD SOUTH LI t� u 40-24 SOUTH WINDSOR, TOWN OF 80 EDGEWOOD DRIVE 6400' NUTMEG ROAD SOUTH 49-83 PHILIP, HENRY S. &VIRGINIA M. I D �� s"8 62S.53r OTHER LANDS OF 40-25 287KURTZ NUTMEG ROAD SOUTH 49-84 SEND EDGEWOIVE OD JR. & MARILYN M. EUO CAPUANO 49-13 125 CLAY LANE 49-85 DEGLACEDGEWOOD O, FREDVS. & JOAN M. V 49-14 KEENER, DONALD L & BUCHARD, E. M. 58 EDGEWOOD DRIVE TOTAL SiTE IS 76.70 ACRES 129 JUDY LANE 49-86 BLOWERS, WILLARD G. & JANICE M. Z� 49-15 DWYER, JOHN W. & GENE F. 50 EDGEWOOD DRIVE D' j 49-16 CUSHNG, SCOTT D. & HELEN R. 42 EDGEWOOO DRIVE Z 49-87 THORPE, ROSALIE B. & FRED S. 40-15 �Q B 3 BARBARA ROAD 49-88 CANCEL., WILFREDO R. & SONIA CD 49-17 BOWMAN, GREGORY M. & KAROL M. 34 EDGEWOOD DRIVE Lr) i5 BARBARA ROAD 49-18 RANDAZZO, FRANK J. 26 EDGEWOOD DRIVE O 49-89 ANDREWS, ROSE ANN O i 40-16 C 23 BARBARA ROAD 50-1 CAPUANO, ELIO & PAUL Z � p 1 O 31 BARBARA ROAD 50-6 BROWN, DAVID A. h — — — — — — 49-19 HEELER, LENS J. & SHARON B. GOVERNORS HWY. 7D '� 49-20 HILL, ROBERT M. & JUDY ANN 99 WE 0 p � �2 39 BARBARA ROAD 4 FARMINGTON AVEST HARTFORD CT. 0607 1 f 49-21 SOUTH WINDSOR, TOWN OF 5G-8 RULNICK, MARTIN &LEE A. 1 BARBARA ROAD 550 GOVERNORS HWY. N 49-22 LURIA, SOLOMON & EDWARD & ELSI£ 50-9 SNUCK, ANTHONY G. & JOAN 10 BARBARA ROAD 560 GOVERNORS HWY. 49-23 DEMPSEY, NEIL C. & CAROLYN F. 50-TO SCHNEIDER, ALBERT J. "CONSERVATION EASEMENT TO BE DEEDED TO THE 138 SUDY LANE 584 GOVERNORS HWY. — = SOUTH WINDSOR LAND CONSERVATION TRUST" 49-24 DENYER. CLKARENCE F. & GLADYS P. 5D-11 WALKER, WILBER W. & MARGARET A. 126 JUDY LANE 570 GOVERNORS HWY. 39-25 BUILDINGS A, B, C & D PREVIOUSLY 49-41 LYONS, JEREMIAH J. JR. & CATHERINE W. 5G-12 KUMITIS, NORMA E. rn APPROVED AND CONSTRUCTED AREA = 9.Ot ACRES 71 ELIZABETH STREET 584 GOVERNORS HWY. 49-42 BRAENDER, W. PHILIP JR_ & NANCY C. 50-15 CAPUANO, ELIO (310 NUTMEG ROAD SOUTH) 83 ELIZABETH STREET 411 GOVERNORS HWY. 49-43 KILLINGBECK, EDWARD J. &LYNN F. 50-17 CAPUANO, ELIO 154 JUDY iN 441 GOVERNORS HWY. s95t19' 49-44 f6A99' FORft STER,CCLEMENT h. & BEVERLY P. 50-19 RYAN, KATHLEEN T. 86 EUZABETFf STREET t E 1 4,55 GOVERNORS HWY. 49-45 PETRUZZI, MARK P. & MARY P. 59-4 REDENTE, PAUL P. JR" & MARCIA J. 00 Ll� �~ �` EET 0 O ❑ O DRIVE 78 ELIZABETH STR 620 GOVERNORS HWY. 49-77 49-7$ 49-55 SEDAR, ROBERT S. & CAROLE A. 60-1 LARSON, ROBERT & WailGEN, JOSEPH 54 MARILYN ROAD 596 GOVERNORS HWY. TOWN OF SOUTH 49-79 49-80 49-81 49-82 49-83 49--84 49-85 49-86 49-87 49-88 9-89 49-56 COHAN, ANNE M. 60-2 DUBIELr DONALD L & JANET H. 39-24 WINDSOR OPEN SPACE 63 MARILYN ROAD 608 GOVERNORS HWY. 39-25 GERBER SCIENTIFIC, INC. 49-139 HEELER, MEYER 110 NUTMEG ROAD 14 TOBEY ROAD / 49-76 1� 49-137 DYKE, BARBARA BLOOMFIELD, CT. 8922 LORRAiNE DRIVE 49-138 OLIVIERIVIERI, ROBERT MANCHESTER, CT. 121 SHADY CREST DRIVE D R I V E 39-23 EAST HARTFORD, CT. 39-18 39-22 % m49-66 �r- � 0 49-75 r-�-��1 A- 0976,58, !; 61 49-65 49-64 49-63 ! _--1 9-5$ 49-57 4 56 R imoo' ! 49-60 49-59 0 / L- 514.2J' 0 49-67 49-62 49-61 R 200.1 r- 51423' � O 49-74 0 � L 6e' O x 39-8 r 2oasa' - 0 A p �____- S BUILDING N PREVIOUSLY 49-55 S ' APPROVED AND CONSTRUCTED (250 NUTMEG ROAD SOUTH) W 49-68 F - ':<' '. ' :: : �� m..f -� 49-73 c� . -- � _ -44 49 -- _ 6 nin o Da te B 1 lock ... .. .. 49 72 ZONE: `: p ... ... ... .. NE: INDUSTRIAL PA RK -1� =,. ITEM E RE ALLO Ui RED N u Q WED PROVIDE D L I>ti E A B E T H S T R E -� 49 -71 s Lot Area 40 000 s.f. 3,341,fl52 s.f. 76.70 ac. f � rr of�r iw Lot Width 100 ft. 1900 ft. f F^- !�, �Yrl. �`.wr•rnor te,r+..>,n I . 1 tr �irf r is 4 -4 7 9 2 of._nf Lot De rf/f s tl'1 4 -41 uE , � TOWN OF SOUTH �3 �� -� {: w d.r Y. 1 0 ft. >f — P 925 ft. t 4 70 .,,.. . P ..r,r 1990 ,wr� nrT ,o,...WINDSOR r,n D R DETENT Building [ Ild1n Hei ght I ht 40 ft. F.ul �.ru.n 9 g 30 ft. � q BASIN 1 �-�6 �( no fl 1f u t } -^pv lld,rr i hers n N r BLIIIdICoverage En ,r.h l9 n r* t+q40 OOyy R /O 3.7% 7o r g a E Ar Q�r r' l n 39-2a nark It Y t•T nave, 6 at 49- 0 43 Fron t Yard 5fl ft. R�as o 50 ft. min. — Xr. Peter e ar 49 69 Denali n M r n r i M„rtn, I n F r^ f ,to .I r 62 U qn. . Rear Yard 25 ft. 25 ft. min. ,••12 517T'1B� 401.01' td n., APplfr,tton IA9-AtP _Co..rner. r s.lv�n"rtnn:non �+nn6orr Side Yard 1 0 ft. 39-7 :.;:>;: >:- i?`3.;'= L Aaw 00gT10, r. nvltnlna n^qv, , nv.In... c.ncnr 10 ft. min. At the v c a, t990 w,r Xr, nn.,Ill., Impervious Coverage 55% 1 1.7% Glenn. R- 39fio0' 3 49-23 49 ?_4 Agnney/Cone+rvetlon 6.n1��{nq'.p��e:"d!",",it„",�lurerl°n, ppl. f09_9)F, o t4 T� 272 Anpliestion I, 9-A,F - INA/CClot• th, censtrvcc!°n of tw, A r.rner•, Parking Spaces 47 (See below) 49 (See below) *# 49-22 en :✓ -rl Redldlnq n 565�•074�'30R.105' 1 d erlet bvtldlnq on propwrtr toast* on enw .outnert ,Id. c^,irnwr+y nt �„wrnnr•. it r;orw rnoo^w Xl qhw*y end...t.,Iy ,lne of HutMq 9nad S..th, :r tons r•1 ^,nr.Cl, of hilt*.., nn. .rn, f +h°"' ,";C IA'P19 4 b O"n ^"Y 1, leA9t,nrl "' win pinaeW to,d,1sn that the riannlnq end tonlnq c—l..lon (DENOTES ALL BUILDING SITES) Ar .inb rA6_lr7^!w„rinnnlw nneM r t.d on Nn=ch 77' 1790 to"ppro.w the"bore-referenced eprt!retlnn ly(9 [[�� Corn .It, plan °! 4",vinne.nc to ,etord_, with bnvinne rl•It V 1 r— bin.pCl nt Garth. of •,h.^nttta .et of ri.nw non ,hl, dared l0-7}_a7 tlaa[ [e,. 7l/I(+/B9 n.xl 7/of/9dl Prapet.d LY I`n.ln- Crofwa.lonals. tnc., P[o}. fB6-1/77 Arrhtt.ntaiel dr.w ''' (DENOTES PROPOSED BUILDING SITES) R A � A lnttar reprnfucW tnarron. wu.t b. +u nwtt two •o this ,/71/9Q Inge nacM L A N I C nwl.,lnn . :nl• wust tw crn+plecM wltnln 6f Heys of rre"red by John rberial landacnpinq plan date, 3/9/9n 39-19 A U D Y +rpfnrnl print r,,n, rnnntruetlen nctl.",nn rh. rrnM[M nT CA,, won with rh. rnli.wlnq rMificntlnn*e t ` 39-10 39-14 7. ^.,traQr rrtor tq ro.•eneewant nr PARKING COMPUTATIONS FOR BUILDING "C; - w O ` I. ion netlrlrl.. M,lt M enb}w¢C rn .nw .rrrnr,9 of ^ nn, •i M work, n -Inc..-eon r. M Town Ynn ton,r. h.ln w4th T vn SCn!!. p '• T^^ appllcaclon .nnll Ind—tty end held he-$... •he Tewn 7• no b,rlk4lnq r,relt.will N iarued urttli chw fln.l wylnr, BUILDING SIZE AND USE: 49-20 r --r "f snvth wlndegr ,cwfn.t ,ny �tnnwllt rnten Horn r,nn fli»d In tn^Tn Total building area 37,555 p•r,t,nn Y »tent r».nit Iwrk•, hale*. s.f. 49-18 49-17 49-16 49-15 49-14 49 3 raw tow PrnPn*M ThI. arrilratlen Ir aubfert to Lh, rood+tlen. of ,rrro.nl nl - r. Tn, P,rett I. ♦"Ild for . y.,r nnrt •h,ti n,nlr» n [h• Inlenn Yeriend. Aganey/ron,n[rntlnn Ctr..,k..tnn, ,nelnnln•, 10% of building area office use = 3,755.5 s.f. 49-19 / ant 9, I791. "" , Mnd In tn,nweun[ of stn,onn. 90% of building area warehouse use = 33,799.5 s.f. 7. w tecnw..neo a Mnd In the rwnunt of ff 0.99o.oa ro be t' An rt•-bu1IS plan !r ceQotrw prior to Ia.uenre nt n evbwl t[,d th+ Clnnn l.q nn0 i.ning Cowlrr ton r. Carts[Icnte of neenMnrT P.r cwetlan / to of rn. tnnl nq ceegt lrnr,wt th tow r,Inn n,wl wn,tle-nr,c ton r rr,I"n •.•qv l,tlnn,. REQUIRED PARKING: w...ntw.. nn 9- rnntlno nr"'"' ,,. r""`i""` n t*it°"nn ^^^ ^ ^^- A. Office Area, provide 1 space for each 125 s.f. of office area ntl npprornla rwguf xed au.[ M nhtn lnM ,nn +ntwlrrM rr Nr 9-11 n ,n, ,rtlrit, nn the ,kr,. C• A I, I—d. eP, band In tn, .wn nt of fln,floo I, rn.InlrM nmlt 3,755.5 s.f./125 s.f. = 31 required spaces for office use 39-12 39--13 39-15 wt b. ,FI bI 1 Prtnr rn filing of wYlnr.. 39-5 39-16 A rnnt,rc Mr,nn en,ll n, r,nn n , dewtopnr-a.t blot tn, P 49-139 49-138 / rlfiM,li.rrly n 'nn B. Warehouse Area provide 1 s p'^^•' ,. All Plans u.w In con field b chw .n , p - pace for each 500 LINE ApPltcetlen n9-qTF Jann.n low t?An .. ether n»n ,ntnnrl.M ,lo.n[nrw,r rnn r nl r ,rn h •`� employees 3D employees - 15 required p for warehouse use , Nr. rnul C.pueno CSQe rvo radon r Xntna.nanc. wlro,.nr. ulred spaces rleh eani La.ub.ltted by Ln. 49-137 +rpttrwnt ,nl nt„rn,M by row Englnn»rtnQ n^rrtrt...c. TOTAL SPACES REQUIRED = 46 SPACES �' 9. Additional greuntlwtwr lnf.rmuon .nett bw nr. F,t.i nnnnlsl, ,_ ,o N,trh 19,n TOTAL SPACES SHOWN - 49 SPACES to itionatlon of thewet ,tee for rho pow ,�e�ieCw rrtnr r�` datsntlnrl barin to 'er", Gnat [bepbn.lnneen t+r ? On.onr`ra[e that the ee:[f er"eta .Aw uliae.nces nt Snet Enn rn ,eenrdenew wltn line Pi.n.. »n,trnrtM N-to + nowlnQ wttwr prnlwcted t s`Y:•=r _d t HANDICAP PARKING REQUIRED: - - t,rrit„. prnpo..d Sr,e It.. rn.n z» p d I" ;" !h. fi.ld 1 handicap space for every 25 spaces required 46 spaces/25 1.8 euttinq^ Stuep• nrt33 t»cnlppw tt.wn». prior eck end whit* tranrperent .glare of Sheet* fS and / w(th the "hors•....1nlnQ [n„P, +nnEl hw r +a,M fire thrt +Ic.. Iw,ewl^]w, eon if Ice I, ohs, Co, that etch fnur blueprint copies of thn .,tire net C+ tP• :h. ertn.. t of plan*, re,et be nutaiitted to this Cc 1%'1nn wlchin ,0 tleye cn be -•nc+, fnucherl,nf tow prcpo.•d nat.nc ton basin. •c•eped ene signed. rn• tetcera of appror.t .f this cr>_1r.ltrn, n. HANDICAP REQUIRED = 2 SPACES T ine cot o!f prnp•rc, flnr on .nowt : or Its ehnit On veil as cn. g,ncylCtm.vrvn tFtrn Cn.wl.slon, .,i•t M ate, to rro.ldw Protwrtlon [p Pcnp.wed I— IIn-. rwPfMu[e, "thw.,1,x.. HANDICAP SHOWN{: ow, 1 r land watt ends A I T E R ;n. ant. �haC =sntle, 'fno+ f.new ].0• nlf 2 SPACES - •nnll nw ...;.., frrn, th. P1.na. Frep.rcy Iln.•, nftwr the wyleC, have been atoned by the C-1*111n. th., w111 be ... rs carn,.d to yw for fltlnq In the Dfrie.of thn Tan Ctstk wl Lhin en II. The c„erorn=y c....Inn. for the haul tee, *hell be drt,r. After filing thee.plan., q t y of rh, r.e,l Pc ,.unc nn and ih,ei.e. ra•[e[N to Shalt original cnnd(Clona �• wunwl Ltn.} to thn ptennlnQ drMr[rant. ,n rn* rnl.n,w n! rh, nranlon ,nd n.11vn[.tI an ezt.rrinr 17. -.heenh.n,.—et of eh, 'lnry ernly ,•nor,, ^- retied She rinn. lnrecco rd.n with th,'in .Holt nw C[JtXlr(NC ANO tONlla:[iMrlt5S tON tecoerndw[lon. In tha t.rocC fens rwn.lnM [. Shorn.n.tro.,.,nt,l r'on.utcwnc. � (•T ,�-, ,•r, :tuly ynnr+, Louie.C. c.n.. Chnl n."n •• --" r Intend vetl*ads Agrncy/Con.nr.etlon ,a Co,w+lasfan I JAn A, t.'a"rnf, rM1,lrr.,n N. flenecn. PlennFnq 01[ec Cnr Intend encnnd• Aqs nry, }. CallIn., Chief a ldl nq Offlclnl con.nrrnt Ion r,n...r..t­ }. 1111*11, 7nwn Engln•er Sbew, Supt. °( rot lotion cnntrnl r� E. Pe 3l"will., A*sw.er N. IanrtlnQ, rl re Xa C.hel Iere.[t,, Tewe Enq lnw.r Aegl.t[er n( un[wrr nnrcl• A.Banech. 0l raccPc [ rinnnlnq Engl hoer P[.nnln rtl Ian ' rnla[ n."d,hq of rlclnl Appllcen[ • tqn rrofwv Inn*!e-w...,nn tic rill Mno I. UNLESS OTHERWISE NOTED, EXISTING UTILITY RE\ASIONS 203 291-$755 PROJECT TITLE r`ra C3 LOCATIONS AS SHOWN ARE BASED ON BEST I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH ( ) DRAWING TITLE SHEET oo I 02-06-90 REVISED PER TOWN COMMENT JD THE STANDARD OF A CLASS D MAP AS DEFINED IN THE "RECOMMENDED STANDARDS f 0co AVAILABLE INFORMATION. ALL EXISTING UTILITIES Is IA I �� �� o o SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. FOR SURVEYS AND MAPS !N• THE STATE OF CSURVEYORS, AS PREPARED AND ADOPTED GRAPHIC SCALE �' 2 05-08-90 ADD APPROVAL LETTERS JD BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 13, 1984 200 D 100 200 400 G ON`E R N 010"t S V_ ALL UTILITIES ARE TO BE STAKED IN THE FIELD AND EFFECTIVE JANUARY 1,-1987- THIS AP IS COMPILED FROM MAPS, DEED DIMENSIONS - � e Q.0 BY A CONSTRUCTION LANDRVI YOR PRIOR TO AND/ OTHER 5OU ES OF INFORMATi AND SUBJECT TO CHANGE AS A FIELD { gar } AwhAwh �'� SMW 2 SUR Y M Y DISCew. DRA4 WN BY srb JOB NO.: 86-142 3. THIS PLAN IS INVALID UNLESS IT BEARS THE f 18 y_ 12882 1 inch = ZD4 fiw ® T IMPRESSION SEAL AND ORIGINAL SIGNATURE S RVEYOR'S SIGNATURE DATE LIC. NO. M civil engineers • planners • surveyors BUSINESS C+ NTEi R CHECKED BY r77 rd DATF• 10-4--89 t OF THE PROSSiONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 1170 ellington road (route 30), south windsor, connecticut 06074 CAPUANO DEVELOPERS, SOUTH WINDSOR 203 289-3374 DRAIS9NG )VOL: d. ca Uano 142ke J. -- -- - 1 T � / t 1 ' i EX. CATCH BASIN i EX. CATCH BASIN t TF=72.19 TF=73.36 , i 6 25*30'34" . FL=6676 36"RCP IN & OUT I FL=66.06 36"RCP IN & OUT „ . 1 R = 200.00 FL=66.61 18 RCP IN N FL=6674 18"RCP IN ! I L = 90.21 /o Co i Co: zz= _ ._ j N 173,800 EXISTING STORM MANH ------ OLE "" �-~ ` 5 __. .__._ .._._-. -- _ NuT -__.__ ._ _ .- _ . .. _ --__-._ `` "�--.- ----- - -�-�" � _- .SANITARY MANHOLE BASIN 1 -- �,� __ - - ; _ NlfiAf2Y:1vIAlL 8 . �� N7`= '"f� 7�q,� .. �.__._____----- R 'T•F=74.11 EX. CATCH t FL=64.8 +/- � ! � 'S> FL=56.93-�.. - FL=57.52 TF--74.2 " / l 0 -y~- •�. - FL=69.24 18 RCP INN FL=65.2 +f- / i _ 3g3 � "" 1 f FL=67.79 30"RCP IN E SEE NOTE / /�` r_�J-_ - _ \4 = /q D / _ ;_ ~ ~ _ _ 1 1 FL=68.94 30"RCP OUT W -306 'S 4.94_ _ EXISTING WATER MAIN / 7 PROPOSE ETE ;.`\�'�-z � � TAR}<. � �� l / i -mot_ ~ _ _ - - R - _ ---- /% - BASIN TLET STRUC' RE =� / 10* r SEE; ETAIL --. _ _ J��� 712 ' s, \ ` "r�` ��`_ ` r"+. + X 9 76. k/� � J _ /~--` " - -- _ / �' 89'16'58" Inv. 64.93 �` ! X 72.6 t � �? T 'ij�y �``\� `. �� '1 0ill '�W � 1� 7a.3 ` � T = 325.89, r I / ),�i % /± \\ x 74.57 _ X 73.42 �` L'r r :\ 76 , EX. CATCH BASIN / r h ' ►pp ! \\` '� �: \ .�' w ! `` t TF=76.47 ( �_� - _ 1 FL=69.90 30"RCP IN & OUT /ram TOTAL ! �> _ - = 90'11'39" Sr - _ - _ � i � `� } �� � �k�`� `��`� `:.� ` `• �'• N 1 ~�'•`" ..\ �•`-� 7 s �r ,\ l SANITARY MANHOLE R - 200.00, 1 1 �i ' A-r" } i jam` \ V_��' \��\•• .. �- sQ' �vr �,,\ •_,\ �\, vJL-59.80 T 200.6 8 `�� i \ \ ul L = 314.8 4' ` _-t X 7E6 X 72.4 S `�` ` ♦�\ \\ C vO �� jiI 76.�C 7a.7 _� --' -----� EXTEND 8" WATER MAIN. / INSTALL 8\� x 7io . ♦ \ , _ x6 TEE (M.J.), i 1 GATE VALVE (M.J.) = 66 56 S o , TLE PPR�}TE I` (OPEN LEFT) - i (V] EXISTING TREE LINE�i .• i \ _�'4 _. -S / _ _ _-�' P Er o ' --� - 74a- ;i - - - i 4 2 I i z9 - - - _ - - - oQ X 75.32 I _/'6"CLbiP W TE MAI �� ' / \ � �, 6'x4'x6' PRECAST I \ T? PIT M.D.0 COORDINATES --- _ ♦��1%: TWIN 42" RCP NORTHING FASTING N , \ ' ?'; i `��;:: y ! PROP�SE FLA �E0.END \ \ / FL- 66.97 N POINT LINE :: �' '' - , '; Pc �3 \ �\/\ \ FL= 66.94 5 j PROPOSED TREE ";y.- , • �`- X 72.4 �3.e 1 173223.55 188073.99 i ' '�r 'tii ' ' ' . .`.,',..•.• /, x 71S s f- X , \`• / \ �•' / 2 173252.97 188010.56 :>. :ti•: ;w -- REMOVE EXIST. :!:•• \ 188090.21 � :�: �::�:•:, •. � IcuRB As REQUIR D. L 3 173559.73 \ :� -:�� .;�. �i�::::;. � 1 04 s:• ? I 4 17 3666. 18 77 .78 .�ti•- 3 i ti••K• _�L�• \ Y •a:• I 1 3805.74 187951.620. '•`$� i:��''E`.fif••`�,• .:;�;�.': :•t. •�. 7t.e \ 0 ,. 724 0 \ x ..••• SAN ITA RY MANH 8 8367.22 �A ��c 18 ::'s'� F � \ s87.45 .:s•. - 6 173 / / ;ti i .' ti. J � ' ' :• �.:.•`. 72.59 s'T! cFL=s1.5D FRIT )- LAYInc. r o s END. cue w J 1 t� / \` 7 1g' � i 1 g •t-. J X71.6 \ , i 1 1. I I 2 i I / l U LE X 7 4 / 11 SCHEDULE E AINA GE S o' POSED STORM DR e OPO \PR !PCB 2 / •P 2 I 5 / 00 FL=68.7 \i - TF=71 � � \ E C L i TYP 1. PCB 1 DUMPSTE / PROPOSED UTI N PR � 8.25 0 '¢' u, - FL=6 e N S n - --613.25 ( 1.50 FL TF-7 l { TYPE 1 B 2 /PC $ OUTI N I ON CONCRETE 0 FL=67.63 IN FL=67.6 E C TF=71.0 4 PCB 3 TYP t S a �H. n 1 h c I o 'i'7•• 1'1 �. Fp L F. 15 A06 �.1 \ 1aD , n \ Tfl PC B2 c F PCB 1 o N o, 0 i o � c 15 ADS 12 :. O o D Q r /� _._.._.. - - PCB 3 125 L.F. ^• - / ''''''"�"�''"'"• '`'•'' - PCB 2 Tp LF. N 15RCP ® 1.3% _ of '� • SED FLARED END 1fl CO,oN N � ra �' ^ FRS NC ` •'•�'•„ � gRkjN pA� PCB 3 TO PROPQ t 'q ::t i:'; :.r:•i:' k C t1F i =6 .50 - END �? [� t / ! N s \ ED .! •. ... OSED _ P OP w N 173 _.J J kr f i r r I TES. n and wetlands are located within the parse! as shorn. The wetlands were OS'l it�1'1'ION AND MAIN•PLNANCE PLAN 1. l ! --_ - :' :::::':. i::• I verified in the field by a certified soil scientist. ' 74.4 t Inspect the channel annually by walking the entire length, J areas, depressions, and rodent 'IYIy::: /' I noting erosion and seepage ar , _-_ _- ;1: `:•' /` r I g as called for __ _ r t e kate i 2. There is no 164 year flood hazard tone on this Darrel. holes. Repair erosion damage and reveg i -ding. Fill _ � r�� PCB 1 \ ermancnt se g• ( - ! s for anon _ 1 s�ecific p f •:� : l l ! _ :"�'•�•�.�� .::::.•:•::.. . j in the origin, F more than " ! 44 `.�:=: ':' AP 5 holes and rove etate. if rodent clarnage i.s }e7 i J _ 7t 3. Elev ations are based on t10C datum. j in rodent g J \ t t tn. Cut all X71 I and initiate an Brad p devise a t a l lc `7? � t tninim ••3� -7 t at \ d treat 2 / / level an / V td le :•�•' r ! 1- ground .'�;: swalc r ?C - within flee �- J I wood vec etatio �:k.• t underground. Y 3 - - cti :•:.•:•;.•:. d utilities are to be greestablished. A I re; o_e . �:•`.}:�'• / � t a• l P P s not become - i_t dae ! that- _ D to insure •:�::'•�:' k , o siltation silt VE' an / - Y Remo .•+� anon. Y n silk v 1 nderorou d reas of depth of u _ for a ice. 1 -on and a channel �l t t location nine c Contractor to verify in the field e•ac P 2. Exat f the rq �.`` ;: :' =:•: ':: :: 1 s I t be re toproper itch to insure proper drainage a 71fl - event of potential conflicts, the engineer is o , and rcgr.a l p '••:�•:•'=•'''� ! / / t utilities. In the e e p � \ I o •ties can be obtained by contacting Ca!! , swalc• !4 � Location of existing unit 3 � =:• :��' .4 , � t , notified. Coca g t h the reseeded with .��c �:�::�':::i:�'=�:• / n shall be reseec e _ vegetation �i_a i as void of -4455. l a r.e g fo / L-EDO .22 A 1r Before You Dig at 3 j in the original t I mixture as called for .`k'i:�; �::;:�;iti;�:�i:�:ti:i•.. . :.%*:��` 7t.& permanent seed n 1 htin and is not s ecificati.ons. n nsit security It 971.4 /� 'c1;- for t to 9 p ::,-:•::::•r::•• � X7o.e outdoor lighting to be Y I Pro osed x :.�•�i�:: I r 6. 9 9 / P / I 1 annually t annua � =°i t town roadways. areas at leas Y• �::�.::: adjoining ro oerties or a Y t vn etated l >�• � / t frosted at adjot t p p � • ttow al g I / to bed 9 I 2p�• / I approved b 4 Fillgravel o a ON AREAS:,, sand and a PP LIE''CiJ'Fl n native .a material to _ sloe 9 S t / Iletand in ••A• / outlet f the o / .�.ti.;'�;::;:�;•�;:.;:', :;�.;�.. engineer, unless otherwise noted on the plans, t :::::• i. Cut all wr,ndy vegetation within 1S of R. '''•��: •••.•• �� / \ -_- . channels. Remove dead trees, snags, and debris which may i ! Or°oSEQ'• t ' / j block I. le functi nrt.i ng of the nutlet during a flood eve nt. h r / „ S an trees and shrubs planted under the construction\ .. 9, , 7� / k. ! / 2. Inspect y fib / �' The wetland soils on this map were identified contract .and prune-_, replace or. supplement woody vegetation as \ � � n_ 7t.8 rF 7 / I in the field using the criteria as requir-rd f i �jX X�2.o7 necessary. 2 � 7 �L � ••:?3 t /tip I by P.A. 72-155 as amended by P.A. 73-571 , ♦ 7 / l 87-339, P.A. 87-533 and are accurately 1N F'C 5 OUTLET STRUCTURES {) 71.7 r represented on this plan. j immeriiate action to repair spelled or cracked concrete /' ! ` repress l . i fake ZD •i2 t ; by replacement with a high strength, non-shrink, non-metallic, / 2 EXISTIA(G 20' CL&P EASEMENT - I t content-ba g • / O 71.5/ nndrout 1 �• Val""' Il`'�0'Yx°1 2• check forerosion or settlement around concrete structures. / 7]3 \ 1 Date fill any settled areas with a properly graded gravel or. � _.... . - t I Certified Sails Scientist _ . r -- - - - 3. {I Riprap .in(] bedding in the channel, should be inspected for \ \ O s / ` displaced, dislodged, or deteriorated materials. Properly graded an(i durable materials shalt be used to repair damaged } \ \ r LEGEND ' areas. inspect t:he channel for growth of: woody or other i vegetation which restricts flow. Remove if present. inspect BE SET the earth portions of the outlet channel for erosion on the ` 7t 4\` o IRON PIN TO I i PIN side simper and bed. Stabilize eroded areas by regrading to ♦ t o EXISTING IRON \ I 13 MONUMENT TO BE SET a stable side slope and installing vegetations, jute matting, 6J�9 • 7 ' / \ M ' or. riprap as necessary. \ / MONUMENT � Al-,Ns - ■ EXISTING M .J.M. REALTY s \ / - �_ =--= EXISTING CATCH BASIN AND PIPE - O - - EXISTING SANITARY MANHOLE AND PIPE i t / irrrrsnrri STING WATER MAIN AND HYDRANT \ , EXI FRANKLIN DISTRIBUTORS x 287.3 EXISTING SPOT GRADE ' s/ Nor - --70- - EXISTING CONTOUR AND ELEVATION P� I CONTOUR AND ELEVATION I PROPOSED CONTO mover the 24" Pipe on the west side I \ r / ! _ 70 file berm I1 ti3 EXISTING UTILITY POLE ' of Ttoute 5 will be lowered as needed or as �' �--� -� ' �•sp " �sr at9��r'cQ�t+i EXISTING LIGHT I dl.rected by Town Engineer. The work will_ be I 9s/ o�a'°''' WETLANDS i NAL£� °� �L LIMITS OF INLANDconducted only after the Town of South Windsor / ,,.,�j°� has obtained the necessary permits and required \ / access and grading rights from the owners . (203) 291-8755 PROJECT TITLE DRAWING TITLE SHEET - GRAPHIC SCALE ■ GOVERNORS OTHERWISE NOTED, EXISTING UTILITY REVISIONS I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP 44 a 20 40 86 SITE L -c 1. UNLESS D IN ACCORDANCE WITH THE STANDARDS OF A © s r' u �S ...i..� LOCATIONS AS SHOWN ARE BASED ON BEST I II-10-89 REVISED PER TOWN COMMENTS OF 10-27"8 CSS AND SURVEY WERE PREPARE AVAILABLE INFORMATION. A!1 EXISTING UTILITIES JD CLASS A-2 SURVEY AS ,DEFINED_IN-THE "RECOMMENDED STANDARDS FOR ( 1N FEET } o� SHOULD BE FIELD VERIFIED PRIOR To CONSTRUCTION. 2 02-05-90 REVISED PER TOWN COMMENTS SURVEYS AND MAPS IN THE STATE 9F CQNNECTiCUT" AS PREPARED AND rof essi a �� c� SOUAKI; ORAWN BY. JAL JOB NO.: 86-142 �ro BE STAKED IN THE FIELD 3 03-12-90 REVISED PER TOWN COMMENTS JD ADOPTED BY THE CONNECTICUT ASSOCIA �ARYF1LA987SURVEY0RS, WC., ON 1 inch = 40 it 1 W o 2. ALL UTILITIES ARE TO SEP BER 13, 64, AND -EFFEC VE 4 03-27-90 ADD MAINTENENCE NOTES TO PLAN JD ® BUSI� �J IC�7°7N 11'+g CHECKED BY. RJA DATE 09-89 BY A LICENSED LAND SURVEYOR PRIOR TO !%7- G CONSTRUCTION. ' �/(i' I 12882 •" civil engineers • planners surveyors VALID UNLESS !T BEARS THE S RVEYOR'S SIGNATURE DATE LIC.NU. 1170 ellington road (route 30), south windsor, connecticut 06074 CAPUANO DEVELOPERS, SOUTH WINDSOR (203) 289-3374 DRAWING ND.: 3. THIS PLAN IS IN A IMPRESSION SEAL AND ORIGINAL SIGNATURE DESCRIPTION BY of THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE �— N66 28'48"W — 510.67' -- N64'08'48"W `— — 339.42' N64'14'12"W 160.27' N67 25'40"W 256.3 3' GOVERNORSN 174,26 2.40 50 BUILDING LINE � � V E 191,195.307725.00' " 50' BUFFER t i [ L = 39.27' [ [ 50' BUILDING LINE [ N F ABUTTER NAME so-19 i MAP—LOT / � 39-10 FRANKLIN DISTRIBUTORS, INC. ' 39-14 MALLARD CROSSING ASSOCIATES 39-19 THE H.J.M. REALTY COMPANY r N 39-20 FRITO—LAY, INC. 40-20 HAMMERMILL PAPER COMPANY -----Iv I f 1 49-20 ROSALIE M. BARTULA "z 49-21 TOWN OF SOUTH WINDSOR 5 49-22 SOLOMON, EDWARD, & ELSIE LURIA Q m 49-69 DANIEL J. & MARY ELLEN PFAU 49-70 ARTURO GUERRA & HELMAR WOLF H m 49-71 ALLAN F. & JANICE E. MARRYAT 49--72 BARBARA LAPENTA Q 49-73 DAVID F. & PHYLLIS A. DWYER �...� 49-74 JOHN P. JR. & MARY ELLEN HAVENEC I z 49-75 PETER G. & BETTY D. NICHOLAS _ 66 Z 49-76 TOWN OF SOUTH WINDSOR --� -- N66'48'S6"W , _— 64.00' Q 625.53' la'BUILDING LINE N66 28'48"W z � 49 77 PAUL R. & GALL A. MARLOW �� `S 49-78 STANLEY & LILLIAN S. GREENBURG 3 - J 0 w Q 50'B.L. cn � � U 49-79 ROCCO S. & JOANNE L. CALDERON 4a-20 �- rn I CO LLJ 49-80 ROBERT G. & BARBARA M. DOWNS N , N [ 0 49-81 THEODORE J. & MAUREEN D. HORAN ° C> s��,T 49-82 ARLINE B. MARCH �--- �` P ° a 49-83 HENRY S. & VIRGINIA M. PHILIP N73.34 48 W 49-84 VICTOR I. JR. & MARILYN M. SENGER 2°0 pCU m 0 50-1 ELIO & PAUL CAPUANO 50-19 KATHLEEN T. RYAN � T GAS_.. -;.Q'..• i 25 ' EASSA94T AREA 31341 ) 413 SQ . FT. 20' EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR 76 . 70 6 . 7 ACRES O I REFERENCE MAPS i PARKCENTRE RESUBDIVISION PLAN N� PROPERTY OF A.I. SAVIN, HARTFORD JEWISH FEDERATION, t & SAVIN BROTHERS, INC. SOUTH WINDSOR, CONN. (549--3200) SCALE 1"=100' JAN. 24, 1986 3 [ SHEETS 2,3,4, & 5 i PALMBERG & RUSSO, SURVEYORS & ENGINEERS1 25' BUILDING LINE PROPOSED SUBDIVISION SECTION IIIA �*U) �PLEASANT VALLEY ESTATES 50'BUFFER SOUTH WINDSOR, CONIC ` N 173,236.85 464.99' 695.19' E 190,742.68 SCALE 1"=60' FEBRUARY 1959 PRIMUS & WELTI, ENGINEERS --- _ ----- -- --- -- — "" S65'33'43"E t=4 12'43"E T SUBDIVISION OF SECTION IV PLEASANT VALLEY ESTATES l j [ SOUTH WINDSOR, CONN. SCALE 1"=60' JANUARY 29, 1960 � D PRIMUS & WELTI, ENGINEERS � O [ 49-76 j 49•-••77 j 49-78 79 j 49--80 49-81 49--82 49-83 I 49-84 SUBDIVISION OF SECTION V PLEASANT VALLEY ESTATES i SOUTH WINDSOR, CONN. SCALE 1"=60' APRIL 18, 1961 j I PRIMUS & WELTI, ENGINEERS SUBDIVISION OF SECTION VI PLEASANT VALLEY ESTATES j SOUTH WANDSOR, CONN. [ SCALE 1"=60' OCTOBER 19,1962 j PRIMUS & WELTI, ENGINEERS SUBDIVISION OF SECTION VII ' PLEASANT VALLEY ESTATES SOUTH WINDSOR, CONN. C LEGEND M 49-75 NOTES SCALE 1 =60 JULY 23,1963 / ' ,8" PRIMUS & WELTI, ENGINEERS / R = 330 00 0 IRON PIN TO BE SET L = 514.23' r-[ z _ ��------- p EXISTING IRON PIN 1• PARCEL LOCATED IN INDUSTRIAL PARK ZONE EI EXISTING MONUMENT 2. PARCEL NOT LOCATED IN FLOOD HAZARD ZONE 49-75 ASSESSORS MAP—LOT COMMUNITY PANEL # 090036 0007E w L 9-74 3. COORDINATES BASED ON M.Q.C. DATUM z 20' EASEMENT IN FAVOR OF THE 52' �� / oa TOWN OF SOUTH WINDSOR 433 m C) 49--- i 73 N.17,50.,W ��� C -- REV. PER TOWN COMMENT JD 02• 06.90 • / �. ,r._ -�""'" ---'" �p' BUlLD1NG L1NE o = 90.11 39 GRAPHIC SCALE GOVERNORS R = 200.00' soo o so too 200 L = 314.84' Mill SO-UAIME —�_•,�----- f BUILDING 5 0 c IN BUSINESS CENTER 1p - 4g_71 1 inch - 140 f CAPUANO DEVELOPERS, SOUTH WINDSOR (203) 289-3374 s7 4.2g 28 Ir i---~-��" BOUNDARY SURVEY ■ civil engineers planners • surveyors (203) 291-8755 esign ti° --------"- s i o n a I s inc . THIS PLAN IS INVALID UNLESS IT BEARS THE rofes IMPRESSION SEAL AND ORIGINAL. SIGNATURE 39 -20 ( ti 20' CL do P EASEMENT \� B� � p� 1170 ellington rd. (rte 30), south windsor, ct. 06074 OF THE PROFESSIONAL ENGINEER/SURVEYOR. CA I I HEREBY DECLARE: THATTHIS-.MAP IS SUBSTANTIALLY CORRECT. THIS MAP s AND SURVEY WERE,PREPARED IN ACCORDANCE WITH THE STANDARDS OF A 1 ti 'oo? F -- 401.01' 10=8•l' -------"-'� CLASS A-2 SURVEY AS. DEFINED IN THE "RECOMMENDED STANDARDS FOR ©RAis?V BY. RJA/SRC a,�rE: MAY 9,1989 SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND � 25 B.L. (� = 15�31'33" �� S65�07'18"E ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON R = 460.00 .4' ct• 50'BUFFER SE E 13, 198 _AND EFFECTIVE JANUARY 1, 1987. CHECKED BY RPM DRAWING N0.:86142--A2 L — 124.65' i R 396.00 39 -14 i` sraEEr 3 0� [ [ , » , - _ - MAY 9, 1989 12882 S65'0718 E IO B.L. G14.99__ L = 5.43' r (6 S65'50 24 E 300.4586-142 SURVEYOR'S SIGNATURE DATE LIC. N0. Eos /vo.: 49-21 39-10 39-19 _ _ -__ - I - - . _ .. _.� - - _ _� _ . Sredinq .'?cltedttlr? SEDIIIEtJ1Ai It]tJ f�ND. EUS1f)tJ CDMtROL NOTE_._ A! i tii,tut he+i at ea tint payed or landscaped shall Ur lo.,meri wi tit a �1' 1 . A) t r1 Asian control me�'sures wi i I be car,structed iIr, tccRrri,,nre Ill of tnt)Kvil , seerf as indicaked below. ConditinR soil with with the "G1jlrlellrtes Iot- Soil FTnsioil ,:Ind Sediment t'al,trol" by t.11t, f;q,tnecl:icut Co+scull an Sni`1 and Watr_f Co+,servaEinl,. fr:rti3izer spelled at the rate of 300 pounds per acre of "7.5 poul,ds . I, ,r 1 ,on0 ,quart? feet >tsing lO-10-10 or equivalent. it, add'itian, 'lnr' P. IiayUalps as shown to be butted tightly end to end and staked fIl pounds or 38-c+ ) Per ar-re or equirolentltfnes of lor+er requivarlettogart50ay place +.rs►ng tiro 2" , "11 x 36;" wooden stakes pet' tittle. I,r= used for tvprlressi,tg. Apply 9 3. A} ! n,+ nsion control mr.as+,r•e5••alr? to be maintained or rrriaced X. CATCH BASIN EX�CATCH BASIN percent calcium plus nlagReFium Oxide) at the rate of 3 ton, per acre during r.n,tstructinn �s riecr�ssary. £ TF 73.36 nr 135 potirlds Per 1 ,00n sq• ft, /+. Cont.r:sctor )s rr, .pon rhlc� far noil implementation of all sedlntetttation ZF=72.19 2S•30 34" FL=66.76 36"RCP IN & OUT and rl ns) I I coat, t I mr7aC,t:n rjl shown oil thesWelle plans. iiite FL=66.06 36"RCP IN & OUT R = 2a0.00 •�` re,ttonr.ibtl; ty inr Irlr[r imnlrplan --t be appr as ruby ten�tltce. FL=66.74 18"RCP INN II FL=68.61 18"RCP IN s?�rn(arient vegetatiari rover: L = 90.21` Ally pi npvserl r I,nngryc Lo th i ct p 1 an must . approvrrl by the 5r_�dirlg dates: April 15 to Jrrne 15 and August 15 to Sel+tamt,r'1 1 eiginer?r antf:n+ thr' 1,1 rrrl Irsr•,l town a�rnry. - lisp the follow)r,g nil [ ,c in5l)pr.Lei rt ,slat 1 to in�,ltP propt,r . _ ' `4. Al,ts••trarl ina •al„ nlr8 to t 9 ) _ -� r ,I a t:e d a; 1 r?r u i r n t.i a r+c4 �� Creeping Kevitvrky brt^•dpieccue/rIPSnox (,l)1l ltirr,,. Stone• t.o he ndc_ibI to nt ( I 1 r � � rnntr n, tnY will Y,r: , r�t)nl,siblrz to 5wr?r?t, ecir;tinq ro,aris raF 11 2 HIGH RIPRAP BERM --�, NU . ���_ � C� A ply. Iepoutid pergI ,00lDrass tgq�/f t. or 45 pn-und pl�r_ ar_.r e, t•7nnrt cictps 1 rrlrci, nr3. EXISTING STORM MANHOLE i � �tj �- ?-1�4�70 p r /.. fi+ ,1^ ,011 a„fl Smdim,4tt+ •,tint, r-a111.1nl mr>a�t.n P, wi I 1 tin installed' ��� �� SANITARY MANHOLE altould Un applied at a raft? of 500-900 pounds pAr 1 ,oCtC) •rl. .ft. n( la, i•)r Ln rn,l-trt�(:tiul,, wt,r', hvp+ pc,s5iblr. TF=72.9 t / L �S NITARY MANHOLE 10-?O tons pn.r acrt: Ai r n , 1n tit• 1nf E: h.I, +a tnl mot r than S5 nays steal t bpP treated wi ale . FL=65.8 +/- �� i 0 ��� -°�'' T) CL&P 8 _ _ TF=74.i1 £X_CA1�H BASIN :,ii tic it'd c•)nnri r,hi1) (miIr.h n, wetted witl, perenl,tdl r �t'-grass FL=64.8 +/- / \.�� �'`NZ•1-7• 7`�4?� 1F-74 "`°.,.�SQ"W� F[=56.93 '``+­SIiIQ� FENCE 20` OFF ~`�� FL=57.52 I =69.24 18"RCP IN N temporary_ Vegtative Caver (ant i i t il,:.t# q+ t(iil(+.l zn() sr,nhi i i .-at in" is to take place, FL=65.2 +/- " 393.94,mmm,w � s -- _ NE 1 R O " / � _ _ • .---� - - PROPE _ _ �� £rL=67.79 3fl RCP IN £ R. n,i,li t ir,nal r, o,in+, wont, n! mr>,tn-r?s sha) 1 be ir,5tall;rd din fltqI. SEE NOTE � Ser+ding (late a: March 1 to 3urre ►:i al,d August 1 to C}ctvbee 1 cul,r.l, nr t.inn i f dr�rmrrl nrr_�SGary or ordered by the project .,,,_ -- A D F'L=68.94 30"RCP OUT W nrnrual ryegT ass 100.00x ~ - - nu„d per ! , 3• r,lniore, ar the 1)#+ ecl.vr of #'obiic Works / / 11 $'Yl{L�_ _ '-' �_ .- 3 . ._ _ Alsl)ly 1 p pr,p sr f t. or 40 pounds per acre wi th ancho, rat ' /�// r 0. - i - _ ' - _ z � - _ - �. --� •-._•- Q6.76, �` hay ,nu 1 r_h a t 2 tons Pei, Ac r - ..-I / / ■ - AD y _ - _�� ��, �-. ` 5-�►► ~ �� 7-/x ], Itayhnit t„ Irr pinred 5n i.l,at sari»g dvrs not come t•n ca»tar_t / / - ^ -7.' - - , �- `�`.� -� r XISTI 4'17 „ �` ��' %i Ir,- r.n,+l.r nrtur t++ per ivdically clean catch basin sumps as required . / �� t - A „_ _�~`�`�- • NG�`.� SO ` r i)i 111 11,r qc o,r,l(1 + _ E 14.94 / / r$/ - _ _ �r~-��� -� �` „�� SqN� q 43 _ EXISTING WATER MA{N y 2Q -,�, / / fill,1, inrt font.tr !Lefton. ' /•i�// PROP- -ETENTiON ~�'''----`^ M1 _ '�1 '- RY SEW 3 52� '-=` '- 1:71 �' / /,t�� : � . 1-1 i/ J# BAS ET STRl7 C RE ��v'' -, '- Z �_ ! ` -... -` =" R•0,W 1 r CL&P 7 ``= ~-_ -..-- / / / / / S AIL \` ` • ``~ �`+�- �``` '\ -1 `!'~•. 1` -- .,� / `'`� `"==-•�. / /// - "/'' '/ JP / / SILT FENCE / L `,`' �"�- �� 1�__ / TOP OF SLOPE 6A : d �2_ J r g '�'� X 7fi.9 // . ' \- eJ ----.- __ _ p �t C Q•• J 1 �.` `�\`\ L�' 1e 1�.'-ENOw Fr ~p % - �•�•`•^""•L _•-. �// /' ' A •- 89 16r58" O �•. t `\ .1 ,` ` ` ,� ` ` I ` _ ' •ti.-'_` j( �. `�,�G1c. ,or- __--_ , `�c'T` 11" " ' / R 330.00` _ - .. .: . Inv. 64.93 _��J// ! �Q Xj�, /+ J� X726 ;�vs�t ]� `SC7 ` `\� '1())�W �'� t•�,(xc 6 ,-- ,-� 76.3 (�,.•^.•I T - 32rJ.B� TEMP. RIP RAP BERM -D .�X 71.0 `; - X 74.57 _- - X 73.4e ~ �• �--�• ••••~"J^- S uence of Cvnstructii,rl �! �T•T, •\ `�� -- ' "��� -- ft 76T t EX. CATCH BASIN // 1. ['lace snow fence around .property as shown on plans. U TOP OF BERM ELEV.= 69.0 ~-I A 1L NV i . h (y . , w \� �`a r _ - •� I TF=76.47 P Y i' t 711o� ` �\ , . � �t ` "�,• t FL=69.90 30"RCP IN & OUT / 2. E'lacs .rein Drat ri ra s berm at west end of Swale TOTAL . ` - _ 4 , ` `+�` `�� `\` ` ' rV �- � I , near outlet as sl,,w,t oft rylans. Install anti-tr.acl:i.ng Q = 90'11 39 rsr - -1 ` ��+� ■ 766 r - 1 �/ apron. ' 1 11 - < ` ` , ` ` 1 \ \ ` \ 1 200.00 - \ A �'Q 7s SANITARY MANHOLE 3. Construct haul road and tetnpvrary crossing, place '`�� ff - / TF=76.04 /� excess Soil yt •,ast end :a[ site. R / 7fi 9 q, E site. S p to be p removed r��Sf1 c O '- T LVO.68` 4 `� �� .c'� � ` J FL 5 . n oSed b. StoC X 72b X 72.4 ��� ��`� �` ``\`� . �--'` 50 BU<<-D/(VG w �� � ' � 7 g0 _�'•�' fromrsite tiro , trims chi ped or �L , L -- 314.84 _ •. . . - � f :� j� `� ` UNE'_`� t i ,...-�� 5. Strip tvpsoi I at locati(ali of oil p n, Y.pi1e ``� ' ` > EXTEND 8" WATER MAIN. at cast prni rJf site aS shown on plans. Surround _� . 6 _ ''�, / _ stocY.flile with sediment barrier. . •t- ��� `�:. �8� \� X77.0 Q, ' INSTALL B"X6" TEE (M.J.), r,; Gar 1p tapSozl from area :of proposed building O and . _` � TWIN�32' RCP . 6" GATE VALVE (M.J.) ' _ ` - f / :;toot-pile near building, shown nn plans. Install P. .y� ��` >2 �-4 - 66.56 OUTECT LET (OPEN LEFT) � limcnt barriers. _� ` 7 __ . SILT FENCE 14' OFF • _- ,/ "I \ \ irZ \ / F1= 66 S s . . Install silt11 �- -/ •PRiI;T i 1 PROPERTY LINE � o� ` ` �S ° ' • � Coststruct ttauL road...ta.-road r.r_.6.r.H-, i:nalutl-iirc�-. EXISTING TREE LINE �• ' 2" SERVICE TAP {BY M D'C,--' ! temporary crossing as shown on plans. I . O " ?4 1 fence along haul road as shown. 74 29'29-W _� ! `'. ` 'CO` � \.` �� 4 I � /` pr•�o"' n ` X 75,32 `"�"I ""_- / ft. Excavate new sv/ale ttortl of existing Swale, at edge of --�- .` ,`, �� h ;,OQ� proposed detention bas.ir . Swale to connect 42" 11CP _ a -t s"DCLC Q ` � � _`® `� ` / culverts to ollipLScai Eiipc. ttai.ntain rip rap berm / 6"CLDiP W TE f \ � 6'x4'x6' PRECAST at swakc outlet to proviilc sediment control. Enstall -�_�� ` % `` Pp,,_ _ - ' Q fill at building O with excess material. \ �` ` MA1 ' i' t ME PIT 2 1 9. Excavate remaining soil '+from basin, deposit excess as 1 M.D.0 COORDINATES SNOW FENCE 1.0' OFF �- $.!s �,1� F \ . r fill. at site of buildings E, r', G, it. Remaining excess N i 5 (�q� �� / TWIN 42" RCP r_a lac stocY,piled at north end of site as shown on NORTHING FASTING PROPERTY LINE � . ' �•a a :�: .:•.� ` •. . . •c- PROt }SE FLAdt� END � i FL= 66.97 N j c,verall S & E plan. i POINT :.:4.ti. a ..4�.• / , t '� `�_< \^ FI_•= 66.94 S J ltl.',Tough grade col•-de-sac area install utilities at road. - � PROPOSED TREE LENS ''•':�•�`."'.y,;; , ' ' , �� `��'' �•,� -, 24 X'13.8 `\ \- ` !'Lace topsail at detettt:tOn,basin area. 1 188073.99 �••. _ I o�U-.p ° 7oa� � \ ll. t t,stal l seed and lantinl at detention l,asin as shown 173223.55 k. •: :� I 1 (�n landscape plan. 1 �r •-•• OVE EXIST. 188fl10.56 '1 . 2 1732 � s ':.':: ..,:•. K: :.-.--. .;.• a o o REM f tion. + s '�'••f: '� C I \ ` 2- Iii!;tail site utilities, construct building founds ':i=. : :,• �:1 •° CURB AS REQUtR D. I ]. 559.73 188090.21 'f' :� �� outlet rotec i s 3 173 ''' p:_;•;;:5.. ;�,�.; 13. I„ tall u .� _`_;:. ` dot for storm adwa 1••' 'Q site sarlcin and ro y, :t• 3 a d binder to _ .�'�:' Rase course n E 9 8 _ ":-c' tic=•_�' '�3�'�':�".•'• )4. F, •t. 187704.7 P�tO \ I E Y 666.6s -�• A LNG A 173 �,:. AIJTI TR C 4 '> . •••�,'•�:'�'::. ••� � berms..�j��X):.•:•'`•'::'. tem r•rar - '�t'�'�• Yc•n,r,ve anti-tracY,in apr�,n and p Y [ P 187951.62 ..•.-. . •'SY �h?:f�{�.�'�. ..;... � 173805.7aI : - I `.�:::'..•..• . r Seed lawn ar as establ ish landscape planting.-. 5 / c ".-.-, ;•'S:-"�c'ti:: ;�;. ..,.\.: �? tc+ 24 \ 6 \ I�. T4I..,oi1 and .at r 00: :>+ 7 SANITARY MANHO 8 - r X i.---,-. . . . 'M: :::'''.• ::. •--w• s established and site stahila . d, 188367.22 N F :; : ::.` _::' g . 173687.45 �•' :' 6 / \ � '•n ra•-s y :c• \ l6. ,t lu '�-� TF removed. '�>. - i a be remo • ba- r c rs m. ' } Y o x- •.�. �61.5 r :. . N - 1 r, o Inc.InAY :z - � TO �: STRAW tIALE FRI s STR � r,' t i s. -] Q CUB �E _ EN :' S, :�.-::. • sin ai 1' -.-Tietela n Ba AVATE A TRENCH r the D _ t. Exc Ace for _ , N 'on Se ute _---.--. _. struct3 _ .. •••, Can _ _ _q D STAKE - 2 PLACE AN 1 . THE WiDTIi \ . - r DEEP AND - r Itty it ":"ti••: cn tin F 1 rl (I � , nci? tiff O ER BALE. �t. ' r 1 n r Rrn n.- STAKES P �. t l a+ t Two ) f ttst cur AAttS, t \ � 1 ,R %''' STRAW SALE. 1 S'TR � � 1- Ire ), (_ t- r ) . w „R G YrtRE OR TN1NE Sta p le the se, . INOtrt c 1.6 '' \` x7 r It tl1P d ,I, i!n R t posts an a r, a Set o \ f r nc e 1 Gin ,. l s i l t I I P mesh fen •:?• 1 )r,s C a l I, " i \ t.9 \ 6 x6" .a - - - r n (. . F ovate a ost. t 1''i ti exc f the - r 'r n E ,1 end o ` � r r,inn C s the P 't - Rn arlri i o. � pd i menta t t .i• /- 1 \ J_ upslope from oats p �% s i�.;-. ,. :.:is• ) ) X 723 \ . STAi wire rlrllr :8'.oFa-6-'.�,(.+f�..:+J:.r.::• o ': /' _ An ie osta t JIB �i..l;�}91• I. �` P 1 an) . ! � .r , c 9 P �itlr� / r i. ) Char de tenL.inn basin ftl ra Rf trer�s ant# encln r POST F t 9 5' u s►o e /. P P / r ,L / as. i s ul 'Ilt I , 1 /// for stability y,���uy. { / ,Zr (�' I,' h i+r a t t(/ .•�,.. ...- •:•':✓:'✓•:�': / ! r her fi, ram'. - 1 . ;,,�.. - _ X7 9 Ij � , n I � 1 . ) In >i:all ril,+ aP Q- .;, and self 0' , , 0 2 ' , offer. stttAw . � 'PCB - , s t t o PACKED / 2 t e n t i n r b a I am f r om de tent.sat e. cleaning. } /• r 9 i 1 , r, T / r trr-nr 95' DUMPS E / e s _ `�, OPOSED ,m i a t . i - t'� 'r, tea in ed Y �' n swalE' t a t ! 5. } lJ i d e 12" Min / o N CONCRETE PAD , / J � J to • Fk fl Rm r i ra . berm l-ti 3r?' 3n' Overe�C,avr-It-e .' � rt i /s n n n b aft a� 1 a rr for t lt . O , 4r rnm [ �+ n J R 1 � (/ G •, -r-gym f - '�J` rei !! _Sal _ 1 I 1 'yam...:.•..:...-.,. /S it, , n c „ S>SF flan. ` h04,1, O vlEw .� N _ PLAN ctED eAafftt.f.. E L C Ct)11PA I r- c 4. $AptFltl AttD COMPACT I o 0 t � r A ' (, .a• r--,� sort Rlarr •E. 4 trn+n fast +- as EMPOR / . h_ ) fr._Inc,mrvp t rr. U i ! , r As T N a R v Tin sat (ri' E ExcA A k/ A c k- TH to � / R - N I / � - N � � c r,#LF f l,Trt. ooSE sTRA,Y 0wN ON Tilc uPtlnt SIDE w 4, � � rt s tor_k t i 1 Ps scent d i np t n B WmcE L OF w ; r t # r9 I I I I - I rn a I r t CREATE TO PRE- � P so A►�•S To THE BARRlEh To » B OF :=:=:'%•, try t. BE '1 4✓ � ti�-:•r I - 1 ct ri t o r7 �.ent COn ) tar ) n del .. ■ •R ) n f"en1.�1T 3 0 s i�� '7 ©r t v s BAi2lttElt wPwc. M /1 { /' 4, NUOU I S +�tfT 400 tD U1 RM A tx)NTI 173 a r I N (!Jf/ r O O } ILE c , In Parr' { TOC „ tans. _t itab S rip hoirn o r S1- t / 21 q l a _ a s _ ® [• 0 7 a ■ �4 2 ■ r rl .•�. �, c� c nil site. O r' f i 1 E ,, : // 1 , used a mr"i�tP i a ��r•: z T • � -' / I f ` B. ? Cons_ trt.rr. t nPi) detention basin nutlet. . ,::,, ! ! _ :Y:: / / �� 2 ,?. ) In,tai ) i,)let- Via;( :in rat:eh ba /_ 1 ' ' - =`' 1 / 4. Back the trench ! �' k r , r / r ] C 3. Attach filter fabric to X70S � � ■ '' / ! and nea, d( tentir?tl ha� i11. irtr.tal l n the • ! :! :;;: '?:':::.' , i J 2 V T _ w fencing and extend and compact , ..-4 , •' .'' �''':: :. .1.;. .=: 1 nu k tot nrn tt=r.t i c, l ,mt=asLtr e_ . the wire g excavated soil. X 24.4 i �s :?�r ; r l f cs / it into the trench. ' +�97 •.::�' _ :. '.:'. - it v 1 n, i l..i r)r de tP+,t i er) •bn-i n t-)i th tnr„tio i t lass i r) y -.Sa:.;:;..:. :;i `''.: "� r 4r floor =1). t,F ,lantr(1 i)ith a mi : of rt(shl,r. art Y:';:=i= i= =.' 'i`/' `' ;:::::;:=.' / / r f t r? 7 t I t tr. Fitt / PCB 1 1 :t ( �ltl�,Cu.S- srP . 1 ,Zllri st?t1 T, f"at r r 11I1. ? . #1 Yl,n, l"abrlC 0 � �X 74.4 5 :;:' - rram�p� 69 7 t.5 r \ c _ l a m s y. r n w a f t fry k h r= h a sin f I n^( ( r'! 1 I I .l°' r . { n rn r I r �r r l :' '• \ I r/ r „s c t x7t8 i , in'nl f'Q h Q:•w r V bl.r#rrrG it us t��1 j iffim � \ _.P.( f q.E d1 � t I acre � »•:I �I � ��� Coin . •'�•:��.:...lql � II'If I Ip �- 17 t V - r' n u G 4 - rX / t,irr e _d S __ __. __Ef rims and _ A 9 c e : I kfill lI __.. 1 �`K f/ I f I .•�� aft .rd t )! =hall hP t i / Lattat_1.. _. ._8. 1 I I! lI : ti . M - Ip1 l�l I rll I /V ti r 1 etentinn ba_ t •.`.: "_:':'�• r near" tl e d \ C 4 \ a k I I I 71.0 i,1..,;.., .�. J 1 `rnt�adnw cued in i �-•ll i l ! br' r l.a•,t nt1 at ptrrlrl 1 tt=II}} \ t r.y.t. y �••:-!• r \ 6 n6 aIVIt❑ tltp 'irlr :� IIY '.1 :!. / n w f it nttrrn fit r)t a l I I- I I _ - � - ' BOTTOM r f4 ) is'. 4 \ dQe. r, t P C+ r i-{ :': c r i r I t , .u S v •")i l l t . .a l l f.•. RAlNAL7E WAY I ::3f.f w3 %:':: ::...�.' \ s i n e s. ,te r U t,S (.. � ft ��''i:% r o ) nor alter r, ar'( l7ili•1t,RCl t V i pu_._-u j�}} iscolor h :''�' \ t de tonn(i tCortnl, I i m. and ,i II•; a _. .. .,':= �i r e ni to . X 70 9 eC _ --.--_ ' \ ---_____9 _:,} '... j 1': / ...x- : / t X 4 n m l a Rt VIEW . r r a do v PLAN \ t o rt t e r m room) lln:.r1-ri be r �': \ a o s . ° �'0 �.• / bctr,t- ; of the detention basin. / - \ I . I - ` r ad ti aTid seeded irr�as. - ARRI / _ ::f: I L . ) Itutt.11 r B TER B \ , ON SY NTHETIC UCTI _ c' i t a� CONSTRUCTION \ f nt e F•r l ., t l ! . ` A //'l/l//r�/)ll J 11 �1 B RoaQ /I \ _ -\_ k a 1,i l i :P d. / u u l`flf:llr��ll I I �[1 11 I �I�� �1 t „ th 4 so" `:� '':_ { / , \ \ _ / , .7' f If 1 ll I I .:... !1 U 11 J U ELEvATON AT P01NT A SHOULD \ rn� ' ` 9' P X 7 k �•/ 71.a BE HGHER TKM ELEVAT ON AT / , / / / CROSS SECTION ? - . O { 7t.7 ' . \ Za ,p I // r �' / j,-r / . ---- 7z�` ,'1� 2 / ' / EXISTIWG 20' CL&P EASEMENT �\ \ 1 / , _ _. \ BALED HAY OR STRAW INSTALLATION �` 71.5/ \ . .. _ - . - -._ -.. . --.._-_ __---- N/F FRANKLIN DISTRIBUTORS 4 ---`-- 1 ' )' �y 71.3 .. 1 r' \\ . \. - ; not to scale PROPOS FENCE TO FOLLOW ROUT ' r 11 C Y , t1Eo00 \ LEGEND - .. T, , , ( 1 7t.4, , � \\ �`+e+ ''�•'HAUL ROUTE � - � -SNOW FENCE L0 0 I f o IRON PIN TO BE SET PROPERTY LINE ` t 6' - ` ` -, •' / \\ \ �'' • ® EXISTING IRON PIN I - - ' 1 � . �\ 1�99 - / \ \ '♦ % ' 0 BE SET - el MONUMENT T 77 3' >/ \ ♦ r1r.r�rr s arm itiml ® EXISTING MONUMENT ° - - r, n N F H.J.M. REALTY CO. 6So�78`�, �� /� I \ \ ♦ -'- :,� ; �t i _= _=== EXISTING CATCH BASIN AND PIPE Q to Q 6 OF CT D.O.T. 2 STONE TO BE yv ton PLACED OVER FILTER FASR{C �� J ` \ _ i TEMPORARY CROSSING � ,r-- s - - EXISTING SANITARY MANHOLE AND PIPE '� \ - b�ri�--1, , �} - CL MATERIAL , �p \ t \ ` e ` )8" RCP S4VA1�E oP � F �p,__E'�+-,`/,f ,l \ IV MIN.M)N. 2.0 COVER ��; NN EXISTING WATER MAIN AND HYDRANT o �� , \ \ ` a _r R _ _ _ _ SEE SEDIMENT AND EROStON `/o'S/ fk/snN s \ a_. . , x 287.3 EXISTING SPOT GRADE °°� SHEET FOR PAVEMENT WIDTHSOL I ` D c i -- r. NF OF P � J# \ i ,* -t - -70- -- EXISTING CONTOUR AND ELEVATION I AND ELEVATION I ` T I r� 1 7o PROPOSED CONTOUR -1.r�_ �--_ 1 u�< ,r' EXISTING UTILITY POLE �'"" EDGE OF PAVEMENT �, t �. ;�� `•,; ..•' G op ,fr� \ i so 9p'e )p RL £`t 1f�Yp * EXISTING LIGHT THRU STREET 6 / 1 �raearaetl'�r - LIMITS OF INLAND WETLANDS 1mt»tf� SILT FENCE � � r i=mm SILT FENCE ANTI-TRACKING APRON DETAIL DRAWING TITLE SHEET NOT TO SCALE (203) 291-8755 PROJECT TITLE GRAPHIC SCALE - GO SEDIMENTATION -AND 'ill2fl '° s° JK EROSION CONTROL PLAN D EXESTENG UTILITY REVISIONS N '° ran 1. UNLE OTHERWISE NOTE . TN iS PLAN IS FOR SEDI MENTAT[0 - �:ra, LOCATIONS AS SHOWN ARE BASED ON BEST I 11-l4-g9 REVISED PER TOWN COMMENTS OF 10-27-89 CSS . is N AVAILABLE INFORMATION. ALL EXISTING UTILITIES -,�,J r E FIELD VERIFIER PRIOR To CONSTRUCTION. 2 05-10-90 ADD BERM, CONTOUR 64 a CONST.SEOUEN E JD AND EROSION CONTROL ONLY , AND > rIff h essioi i ' 1 C.. QVARE DRAWN BY. JAL JOB NO.: 86"i42 P.� SHOULD B LI TI E S ] inch = 40 it g7 TI cc CHECKED BY.• RJA DATE: OCTOBER 23, 1989 �0 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD I S NOT TO 8 E USED FOR U V S M1i BY A LICENSED LAND SURVEYOR PRIOR TO • surveyors CONSTRUCTION. CONSTRUCTION. `� civil engineers planners Y SOUTH WINDSOR (203) 289-3374 DRAWING NO.: 1170 ellington road (route 30), south windsor, connecticut 06074 CApUANO DEVELOPERS, ' 3. THIS PLAN IS INVALID UNLESS 1T BEARS THE 8Y IMPRESSION SEAL AND ORIGINAL SIGNATURE DESCRIPTION . OF THE PROFESSIONAL ENG}NEER/SURVEYOR. NO. DATE . - -- _ --- - -- - -.--- - _----_- -- - ------- ---- - --- -- ------ - - - ----- ----- ----------- - -- -- - _ - --- - _- � ° ...<...<„<....................-`� GOVERNORS ' HIGHWAY ---._. a , i wl, > ---- ---- •��.• ram.��r �.. ,`'1 r�N' // �_-^+...r�^` �� V//,��{ ..�_//..^^_--•••__/_�r.� _ 1,� <••.••�.��.�..�.rr w,wnr�,_<wwr ter. I 1; ' �- ,I/Vp ,�' /- � � � _'__-_-�- -^ I^_\ ``'\ (� { r ! - ."_a --"^•. EXIST. BLDG. rr I AREA TO BE FILLED AND GRADED FOR BUILDINGS ! Y / -S' -�`-''� \• i `E,F,G a H ' , 1 LDG. EXIST. EXIST. B BLDG. EXIST. BLDG. u I ---�t J l �` lit --'-- - - - _ --_ _ --- _ _ _ \J 'lit --- - ------ TOPsalt --------------------------------------- STOCKPILE \ '- If jl ;�;i r OR AND ' ( -' /�' -- - 't 11 1 FOR TWO 24rce Aggreoatc G" beep " RCP PIPES F �`j A1rV ' - -- TEMP. f !/Z Uiamelrr~ '-� forth f it) Eovclyd by ' ' t t - ` of Pipe or 17". - large Angrtlar nn[1 1 �` i CROSSING 1 !;E� i ,✓'"--- �� 1�` �r khlcl,evrr is Greater �;..:rear• ?::s ; i' � 1 ,I , 1 /_\._�� � • 1 f / ,.•J `••i f �I IE1tIIILfIIII-, l�^ _ ( IIll ijl!' III F I1 If$ _ fillIf I� lit f1I_ fiJ-i"lif 1►r= U �� •� , - _' ' -- Elevation - ^ If I • No. 1 (9" max.) 1 Aaron nnmrl.i, , i i ' j i I 'iiE'" 'I 1� ! t t \ a•� Cnarse Aggrrgate -- nncl; {Ivor Earlb till N1,,. ,1 /•♦ ` l'a, \ ?-r--j-�`r tr'."`':Gi ar-[";�^M'•< nr _e. ro. i. • •.rr C:'"_-,ri-r�•':"1:":..c _ ; i ! i i ' . i i 1 i i i " - a ,rn.x;a d��:t?QY�1��a�n�'•'en»,^..Q:.y'rjij n^,�e.;�%�1.u�teir••c'rC�"C='�.��"' i' � i I ; / ; 1 li�i'i !� 1 i � r•, p..W 0 Q' s�Et b: �J.'•C::��a f1�� '��"•�� r , I a " ' l ,C �1�• %i'C:1n on ri''•�.o�?;.�� FO d.'• !"`"Wn%'.n�:'.V•u♦�•.•. I ' , ! ; t`• {l I I ..'~.,i;C [�:s ib �l7r t? c.. .• t .li}? .,�.• ?•_•• ram, �.•..:�': , i '+ i l i11i� ii (a .c 'a'y0 •U�c •r:• - --- -•- _ '_' '�- J•-^-"^..-.'_-----_.-_-- - � t r 1 . � � ` r ,I, Et I lI 1 NOTES: , iI� t� 1 . This plan is intended as a guide to overall site --------------------------- -- -- p of ' '3 ;! ��; i sedimentation dcontrol . • _-- ., t� ;; ;; organization zzat on and e me a ion an erosion In,+ nr nar,lr •-- .^-"-------------- --- ------_-_` _-----'--------- _-____ - EI „ ;; ' t� r 2 . �au]_n2:aadl surface sto�beptative gravel. sDustcontr__-__ ln, nr nar,l Stream ehannnt t ' f i i ^ '-- , IEI 11 11 Ili ; � ' - - - - - •- - - - - - _ ^_`^-`__^� - - '1 measures,. such as water or calcium chloride to be Plan ------ J „I „ used as needed. 3 . See sheet 7 of 11 for detailed site E & S information. 4 . All stockpiles to be surrounded by sediment barrier. r , � 5 . All erosion control measures are to be maintained or TEMPORARY STREAM CROSSING DETAIL replaced during construction as needed. tN.T. s.) 6 . Contractor is r_esponsib for implementation of all sedimentation and erosion control measures shown on these plans. This responsibility includes implementation as well as maintainence. All proposed changes to this A- \ ` I tt I plan must be approved by the engineer and/or the proper SOUTH local authority. `"' ROAD ,t ►► i� Ii 7 . Additional erosion control measures shall be installed NUTMEG i ,' during construction if deemed necessary or ordered by � .....-.'•`-_-- `/'-" , i I ,. „ i t' the project engineer or the Director of Public Works . f, i / % -==_ ccz-- _1 _ , `.-, { '' i,i i t is t{ -_ .<,,. •;, v ' _�✓� � ._._,_,_.^._'_/i// '/� r=- =-=c--- ---1C.�_" �- ^-_ _ �tj / [ `a it '1 �� II •�, _,,t-.Pryt1 A�4kstp4l s. - __ _ ;. >� �.-_ _ �'��� `� - - - - --_ -- _ --- _- - - \�- ----- ----- - ---- - - TEMP --------- •aa t E 11 ; r„ � _ _ _-- -- - ---------------_-- - --_ ------ __ - _ _ ` SS#NG S`i••• \ — 1 ..._... __- r' �� r,�rt i' ,� \\ is - ------------- -- - -- ----^_-` _• -_.,.-_..._-_------ \} ' 1 �` % ~`- - _ •�-"7 i ! • _ -_�"_ \'\ ' - ------ - ------_--------- `! ' '1, '1 , ; 0. 1. 1 i ` + GOVERm NORS GRAPHIC SCALE DE1� Vto PROP too o so 100 zo oFILLSWALESQ.UARJEJ SEE SEQUENCE OF CONSTRUCTION EXISTING BUILDING l k BUSINESS CENTER IN FE'~fi ) CAPUANO DEVELOPERS, SOUTH WINDSOR (203) 289-3374 u� J \ ? .� 1 ! ! r i 1 itch = 100 ft. `` �'TE TEL �EMp �����E�� SED ATION & EROSION CONTROL CL '.� 00 \:=:�. /i CROSSING surveyors Q M- to `:: \ J/ / i- Zp' Q�L - • civil engineers planners 3) 291-8 55 OVERALL PLAN :f �op �� ; esign DATE REVISED PER TOWN COMMENTS OF t -__�p 1 `:\ i �' ` _ EEARS THE r o f e s s o n a I s i n c • �II� Ia�v D �N R� \\ SEAL AND ORIGiNAI. - OF THE PROFESSIONAL ENGINEER/SURVEYOR. ---'—==_ -" `w - - :' •,` ; ; 1170 ellington rd. (rte 30), south windsor, ct. 06074 -- ----- =- ----------��` DRAW 9)� !^a ------ � JD/SRC DA7E lo'23"89 / 24 WIDE ---HAUL ROUTE __.�..J�".,� "`-'.--------:,,_r, r i ..�.�. C /EGYCED BY " ~„-------..r ' � R J A DRAWING NO.:86142—A NOL 86•-142 MEAT 8 of ��y1 M'' �A / DC COORDINATES CpNG PNO \ �� / POINT No. NORTHING EASTING 1 172994.25 188568.48 nNG �G 0 0 2 173072.93 188664.66 _______ _ 3 173018.39 188698.13 OP p "'-- i 4 173015.51 188693.52 moo. \ I'F,�jF� �,� 5 172989.01 188750.65 6 1731 .98 1 188742.99 0 9� 25' RIGHT TO DRAIN AND MAIN ENFNCE EASEMENT G PRQ i IN OR OF THE TOWN OF S TH WINDSOR. �+ ti PROPOSED FLARED E FL= 67.38 LEGEND 0 IRON PIN TO BE SET • EXISTING IRON PIN / Pfa 1 ( ® EXISTING MONUMENT El MONUMENT TO BE SET A r�TF=73.Op X 70.3 FL=68.07 18"IN SE _==122Y== EXISTING CATCH BASIN AND PIPE .57 24 'W sw = -= PROPOSED CATCH BASIN AND PIPE � " OVE 12" " REQU6C-f�AND " UT NW ♦ - PROPOSED SANITARY MANHOLE AND PIPE o� \ TO EXIS _ G 12 WA CO, NT 0 71 - - -G- EXISTING SANITARY MANHOLE � � ♦ 3 � „�.�..--• LE AND PIPE 0000 , - EXISTING WATER MAIN AND HYDRANT -----. t- ,--� / \ _ _ PROPOSED WATER MAIN AND HYDRANT 69.5 - ® - �� X 80.2 EXISTING SPOT GRADE 1 2k0O ,2 culls - _80--- EXISTING CONTOUR AND ELEVATION PR�OSED µ $� EXISTING PROPOSED TI CONTOUR TY POLE AND ELEVATION i METER vA'dLT A� INSTALL 12% TEE .,1.}- 6=- -- - J� - LIMITS OF INLAND WETLANDS REM VE 3d'RCP `r - GATE VALVE } PEN LEFT) _ _ \ '•�'�'°" SILT FENCE ' REPL cE WIT 05 LF- � � x 71.; '' ,� _ s _ -"� , � AND ANT 2 IND CURB 24"Rc c s Vat O.s°/ - 1/l 6 END EX. FLARED END jjS ro ROD OR RESTRAIN A L FITTINGS 73 -- UPLAND TO BE REMOVED w < BAC TO TEE. (gyp r1D i �PP- O FL=67.90 `s`' _ 10 p 8'�p INSTAL 12" GATE VA VE f ESMH j35 LF. A I ARy--- R {M.J.} (OPEN LEFT) \ EC 71.80 TF=72.98 VC SDR 35 ® 0.49; ®� v INSTALL 12 x4 REDU ER (M..J.) AND 4" BLOW-OFF. RESTRAIN`QACK TO G L X 73.6 =68.10 24" PeT NE �ti a4 EX. METAL BEAM GUIDE RAIL TO BE REMOVED 0o FL=68.10 15' N SW FL=68.10 " IN SE 0�0<`�� CL&P 2 X 72.5 CAPPED END \ \ 7 Y - © = 15"31'34" s A FL=66.40 \ 4 \ `A �Rb R = 460.00' i, \ a�o� f R OCATE UTILITY POLE. / \ "`�"`£ 6` \\ �o LO ATION TO BE DETERMINED BY X 72.7 STRAW amzDEEP AM } 1 z Puce"'m�r'°c�S'w`" S 6 �7, 99 i L = 124.65 / //'' / / ���y� UTILITY COMPANY. / \ \ 1 I I 1 B wo�,+c aA S e f P�� PROPOSED EDGE OF PAVEMENT 0 X 71 i �* PROPOSED fi BCLC STAKE Us 0a am 4 ♦� R = 396.00' / X 73, ULKHEAD - - u PACKED STRAW L = 5.43' FL=69.22 \ "" 74 73 e ECB ,, 3.5 - PLAN VIEW CO3PACLED BACLfEBL \ 1 WEDGE LOOSE STRAW �E�Tv TEa SO AND LAAS Cr TF=71.70 /�/ iS4 ` ,� '• BETWEEN BALES TT)GAEATE i ! } SHOW ON THE UPHILL SIDE 57. ,� FL=68.20 IN �E 3y. gyp• x00 A OONTSNUOLiS BARRIER. V 7tiE BARRIER TO PRE-- N/F 1 �r FL=68.204" T NW '37 A ,,/'`' �' 1' \ X 78.5 ! I 'I ( �+T+r PIPaa H.J.M. REALTY CO. ' a / s now"0ON 00600000 � ..i.rr:a�..r ` 0 WARD MFG. CO. 0 o 60' R W A( 6S.0 \ � tl l irl� 1 rt�Clr� I�t t� �I�r� ttf��t rtrt Irf �h/, ' '��� \ 18•. GJi \ Il�ri��Il1�11 �r�C��1t11r�► �•5 BOTTOM or �, \ 401 0 BRANIAGE WAY PLAN VIEW • Ate,o \ X 74.1. lI l9�/ B �111 A XooELEVATION AT POW A SHOULD eNly \ /�/ l/ rl 1(9,1� II Irf I �Ii t l g HOTS POW fk ` CROSS SECTION \ EXISTING TREE LINE BALED HAY OR STRAW INSTALLATION � not to scale N/F v MALLARD -CROSSING ASSO. 0 I. Set poste and Z Staple the W[re excavate a 6'xf3' mesh fencing to Angle posts upalope from posts. the end of the post. 5' upslope POST Wre for stability Fencing and self- EXISTING EDGE OF PAVEMENT cleaning. 95 12" Min. - I - 3. Attach filter fabric to the Wire fencing and extend 4.'Baekfill the trench It Into the trench. and compact the excavated &all. Fit Fabric Compacted Backfill CONSTRUCTION OF SYNTHETIC FILTER BAR& ' ro <x .w ER�p••, '� Pg L G� f rS► 1QNAL£� y��•nsanuiop o B p RWISE NOTED, EXISTING UT]LiIY REVISIONS _ -��� LOCATIONS AS SHOWN ARE BASED ON BEST GRAPHIC SCALP, 1 HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT THIS MAP ,,,, (203) 291 -8755 DRAWING Nm AVAELABLE INFORMATION. ALL EXISTING UTILITIES I 02-90 REVISE CUL-DE-SAC JAL/JD AND SURVEY WERE 'PREPARED IN ACCORDANCE WITH THE STANDARDS OF A 20 o f0 20 40 ® TITLE 'SHEET Vt, SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2 03 12 90 REVISED PER TOWN COMMENT JD CLASS A=2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR N� 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND GOVERNORS m."ACj ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON t IN F'YEP } lesign BY A LICENSER LAND SURVEYOR PRIOR TO ■ -W%k SITE PLAN 9 �I CONSTRUCTION. SEPTE ER 13; 19 4, AND EFFECTI JANUARY 1, 1987. 1 azach = 20 &rof e s s i® a s,, ■ c, 3. THIS PLAN IS INVALID UNLESS IT BEARS THE �+hd-� 12882 ® l DRAWN BY. JD JOB No.: gfi-142 OFPTHESPROFESSIONALL ENGINEER/SURVEYOR. NO. DA TE DESCRIP77ON B?. SGUARE SURVEYOR'S SIGNATURE DATE LIC. NO. ® �s / 7�+I �J civil engineers Planners • surveyors BUSINESS CENTER CHECKED BY.• RJA DATE: 1 1170 ellington road (route 30), south Windsor, connecticut 06074 CAPUANO DEVELOPERS SOUTH WINDSOR 203 289-3374 DRAWING NO.: PPRO6POSEED FLARED END LEGEND FL=- �r�gy� • EXISTING IRON PIN38 IRON PIN TO BE INSTALL 12"x6" TEE M.J.) ® EXISTING MONUMENT i ry 6- GATE VALVE (M.J.) (OPEN LEFT) I� MONUMENT TO BE SET AND HYDRANT 2' BEHIND CURB. d' $ ROD OR RESTRAIN ALL FITTINGS ==== ==== EXISTING CATCH BASIN AND PIPE BACK TO TEE. �- PROPOSED CATCH BASIN AND PIPE PROPOSED SANITARY MANHOLE AND PIPE - - G - - EXISTING SANITARY MANHOLE AND PIPE EX. FLARED END EXISTING WATER MAIN AND HYDRANT Gy TO BE REMOVED .� � 19� EX.PIPE TO E 1k9 �00 REMOVED PCB 1 `� " w, INSTALL 12' GATE VALVE M.J. (OPEN LEFT) PROPOSED WATER MAIN AND HYDRANT PROP• 12 ClDIP INSTALL 12 x4 REDUCER (M.J.) AND 4 BLOW OFF. RESTAIN BACK TO GATE VALVE, x 79.3 EXISTING SPOT GRADE EX. METER VAULT � i �' 1/16 BEND cA 0� ---73---- EXISTING CONTOUR AND ELEVATION PROI? N. SE 80 PROPOSED CONTOUR AND ELEVATION ' ESMH E LI _ EXISTING U1IUTY POLE ECB 2,-** 1 p4 "� 2 TO BE REMo� GUIDE RAIL of O.4°o 5D 35 CAPPED END e e e LIMITS OF INLAND WETLANDS �---RELOCATE U1ILITY POLE FL=66.40 PROPOSED EDGE OF PAVEfrSENT t PROPOSED 6' BCLC BULKHEAD H.J.M. REALTY CO. FL=69.22 C/O WARD MFG. CO. O, �• '' EX. END OF PAVEMENT p / SAW CUT AND MATCH WITH PROPOSED PAVEMENT N/F MALLARD CROSSING ASSO. ox SCALE: 1 inch -- 40 feet P E- N Q7 O1 t t t(7 to ti Q 80 a ly j I p_ —......� } }- U , I - - -- 1 O-- -_._ - - - J - - -- I..{ cv ; rn PROPOSED-GRADE 00 co -- - _; cc 3:1 MAX t/i U 1. i 70 {' - - - - _ - = , _ - I I- - EXISTING GRADE I - _ _ _ { f -TING-- EXISTfNG:! ! SEE • - . 1- - . .15 RCP 3{ 30"RCP 1 ECB 1; _-_ FL=68.20 IN-SE;__._. { FL=67 95 PROPOCED FLARED END FL=6$.20 24" OUT NW I ` J ECB 1 ESMH ' PCB I _I<L-68.E 0 24r'-DUT NE - ---- -- _..- --- FL=fi5 98-- - -.FL=68.07 18"-IN-PIS--- - -- - --- - FL=60.10 24" W SE I FL=67.57 24" IN ;SW FL=68:14-15"IN-SW -- - FL=67.57 36-* OUT-Nw--- - - -j - -- - - -- ----EGB 1s TO E68 2 - --' _.._..---.___ .__.. ___._. , _ _ ---. BULKH- TO PCB! I 64' RIGHT OF WAY 24" RiCP NOTE: 115 L.F• - I8"RCP at 1.0 REMOVE EXISTING FLARED END SAND XISTING 3�0"-RCP - -_..._..---_-_-._ -_- __. i 30' PAVEMENT $0 ECB2 TO PCB 1 AND REPLACE WITH 105 LF-24 RCP LASS V at! 0.5% j E05 LE-24"RCP ;GLASS V at 0.5 A M �.... - - SLOpF 6" BITUMINOUS CONCRE CURB s» R-2" _ 1/4-PER FOOT -- --- -� 6" MIN. PROCESSED GRAVEL SUBASE OVER PREPARED SUBGRADE (COMPACTED) 4 roPsoa a SEE __ .__. __;. ..._ . ...._ B PROCESSED STONE TRAPROCK BASE (COMPACTED) , I" BIT. cakc. ;2" BITUMINOUS CONCRETE CLASS 1 BINDER COURSE (COMPACTED) 1 BITUMINOUS CONCRETE CLASS II SURFACE COURSE (COMPACTED) BITUMINOUS CURB DATUM ELEY 50.00 30' WIDE PAVEMENT CROSS SECTION Q p �, �; ta ,o N �, � �, r N nat to scale r- F- r n ^ o n w (Ol) Eo r 0) _ 0+00 1+00 2+00 3+00 - SCALE: 1 inch = 40 feet Horiz. * 1 inch = 4 feet Vertical _ 1� ���IIIMI�r�r� o u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS -��m LOCATIONS AS SHOWN ARE BASED ON BEST (203) 291-8755 DRAWING TITLE SHEET AVAILABLE INFORMATION. ALL EXISTING UTILITIES 1 02-06-90 REVISED PER TOWN COMMENT JD ® ���� ������ w� SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2 03-12-90 REVISED PER TOWN COMMENT JD ��� �®�� w� 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD QS�� ® NEC ! CUT A����� M ECUL-DE- '� BY A LICENSED LAND SURVEYOR PRIOR TO &rofess�oas c� SAC TERMINUS to 3. THISUCTIDN. AR® DRA wN B y- JAL Joe NO.: 86--142 IS PLAN IS INVALID UNLESS IT BEARS THE OF THEIMPRESSION SEAL AND ORIGINAL SIGNATURE SPROFESSIONAL ENG!EER/SURVEYOR. NO. DATE DESCRIPTION BY civil engineers • planners • surveyors BUSINESS CHECKED BY RJA DATE: 02-05-9 1 CENTER 0 _3 1170 eilington road (mute 30), south Windsor, connecticut 0607- CAPUANO DEVELOPERS SOUTH WINDSOR 203 289-3374 DRAWNG NO.: D; I 142CAPP a - A 8 5/16" 10 13/1 s" j FINISHED GRADE 5" 1'-8 3/8" 5" 04 ri 4 13/16" 3'-1 3/4" 4 13/16" NOTES: 3" MIN 1. END OF PIPE SHALL BE CUT FLUSH X _ _ X , � WITH INSIDE WALL OF CATCH BASIN I I _ AND ALL PIPES SHALL EXTEND TO _... Rx t� CONCRETE UNITCAST 1 I 2. RED BRICK IS NOT TO 'BE USED. I -m�I I �! m INSIDE WALLS OF CATCH BASIN. >i ! o `rj 3. WHERE CONCRETE UNITS ARE TO BE 2'-8 3 4" n c O 1 -B 3/8 .-z_ I o USED CORBELLING WILL BE ALLOWED I,J Z 12 12 -1 12 sm More s 2 _ DETAIL 'A' - - z o m Ov I AT A MAXIMUM OF 1" PER BLOCK ON SECTION Y-Y E Hi I LAST 3 COURSE, TURN TOP COURSE 3> _ �, - FRONT AND SIDE ONLY. PLAN VIEW o 7 5/8" z w 7 13/1 s" I - 4. LADDER RUNGS SHALL BE PROVIDED m 1'Oi IN CATCH BASIN WHEN TOTAL DEPTH A OF STRUCTURE EXCEEDS 8 FEET. MORTAR z _...� In . D DETAIL 'A' � _" �� �. OR PRECAST UNIT CONCRETE 4'-4" . C BARREL B nt9 DETAIL 'A' FOR USE WITH COR- PLAN VIEW RUGATED METAL PIPE 54 OR SLOPE LINE-* 1" MIN. LARGER. I:C�51 8" 4'-0n8 3'-0"5'-4" 4'-4" nn , nn , ,1 sn-CLASS C' CONCRETE 1'-7 3/8� 1 - $ 1 -15/8 4-8 3/4 I � OR PRECAST UNIT ( C i ¢ SECTION A-A SECTION B-8 tn� . WALL (SEE NOTE 2) J P ° d m 2'5 a o �' REBAR w t 1' '-1 3/8 1' 2'-8 3/4- 1' NOTE U-i o � 3-5/8" 3-5/$' 1 TOE WALL TO BE 5' IN WIDTH • w<a Co Wdt 14 FOR 30 FLARED END. I i SECTION X-X END VIEW m NOTES: o cn o `" ? 1. ALL EXTERIOR WALLS OF CATCH T _ 5 m FLARE BASIN WILL BE FACED, PAINTED w z �} DIMENSIONS FOR REINFORCED CONCRETE CULVERT END REINFORCEMENT AND GROUTED WITH CEMENT. 21 U Q W 0 ONE LAYER ot+lr w sutra OF w,ttL _ 2. LADDER RUNGS SHALL BE PRO- MIN AREA of MIN AREA or - VIDED IN CATCH BASIN WHERE N i v DIA. A B C D E F R R IONcsluotrtAls TIWiSlERSE sTEB A - - A HEIGHT OF STRUCTURE EXCEEDS -'z , s z Foor sout.PIER rooT I ( 8 FEET. z 3 CLASS C CONC. n c1 w OR PRECAST CONC. 3'-10' s'-t' s•-o• 2'-5' t'-s 1/2' t'-0• a.oso 0.060 3. IN SANDY SOILS APPLY DAMP-- BLOCK t5' 6' 2'-3• Y-to• W-1• 2'-6' 2'-5/16• V-1/2' tt" 0.054 o.os4 a I m I PROOFING ON ALL FOUR WALLS. - �^It f._0" 4' 5.(�_71/1 61_E+�f' '-o" '-►" I'-6'!z' s`-3" o•08'I- 1.0.0b- 4. RED BRICK NOT TO BE USED. i'� 5. WHERE PRECAST CONCRETE UNIT 8" 3'-0" . 1 - - - - IS USED FOR SUMP THE TOP OF 4'-4" CLASS C CONC. 5 -4 FLARED END THE UNIT SHALL BE AT LEAST 5. 4" 0 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH SECTION B-B SECTION A-A n t s m BASIN. 6. WHERE MASONARY CONCRETE UNITS PLAN VIEW ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". > > NO PROJECTION SMALL EXTEND IN- TYPE C CATCH BASIN SIDE OF LIMITS. not to scale 0 TYPE 'C- L' CATCH BASIN' 23-J,4. J not to scale 61'BITUMINOUS CURB 3/4 --� �2-s/¢• a a plpE 11/16" 7-3/4• Q Q DIA. ��Existing 76' x 48' RCP 20•-t/2" 0 � Q I COVER SECTION A-A ao 00 q9 0 RIP-RAP BASE COURSE 8"COMPACTED GRAVEL I 0 LF - 76' x 48" RCP MIN THICKNESS TO BE o DAD 1.5 TIMES THE MAXIMUM BINDER COURSE• 2"BITUMINOUS CONCRETE NOTE: IN FILL AREAS•SUBBASE 12"MIN I STONE DIAMETER BUT NOT SURFACE CO0URSE- I"BITUMINOUS CONCRETE COMPACTED SAND AND GRAVEL ►N 3/4" � z4" 3/4' 0 po O O LESS THAN 6" COMPACTED SUBBASE (SEE NOTE) 6" LIFTS. 3.5' HIGH METAL HANDRAfLING. 11/4 t• !r FILTER FABRIC I0.75' '�� GRAVEL BEDDING PARKING LOT PAVEMENT CROSS SECTION ' N.T.S. 22• PLAN VIEW CROSS SECTION - I 5'°°' I - I L,/, COVER PLAN VIEW OUTLET PROTECTION DETAIL r075. FRAME SECTION NOT TO SCALE a.75` { 14.00 0.75' PRO D #5 REINFORCING 76' x 46• RCP, Il. - 64.4 MANHOLE COVER 8R'.j1, LI.EGTION.O.S' ABOVE WEIR FO 16" DIA. HOLE, FL > 64.4 EXTEND REINFORCING BARS r,� TO TRASH COLLECTION BAR(typ.) I i- tl.7a' • I TOP OF HEADWALL a 69.7 not to scale TOP OF WEIR 69.0 ;LZ NOTE: Y-Q-! I t CONCRETE OR s-3t rk+yrvvrrv.eru,r -++.ye rrwr��.�ser:w.e�) HORIZ BARS - f3 Q 12" O.C. I I I I RIPRAP DIMENSION -♦r+ i>�aos ry K,.tir� Ns �ti y1 PERT. BARS -- #' O 18. O.C. •4.80' 10 lF - 76' x 48" RCP Flared End Flaw -�-� SIZE 'A' ��`� .�'��V •var MIN. LAP OF 4ERT. BARS = 12" - 10.75' I r I BRICK INVERT cwr cr.,rr..o•r .so[.[,ar�T MODIFIED 15" r Pipe bedding - „ Rlpr°p p j - INTERMEDIATE 24" ©s.,.,',v cam, 13 BARS o IS- o.C. I B 5 t " c. ; I I Existing 76' x 48' RCP-/ 14"X10" FORGED ALUMINUM STANDARD 36" �i0''wiY c'�wsr"� t�ru wrwy s 1 3I I I SAFETY RUNG MANHOLE � c r rp s 1 �' I I -- FLOW D1, STEPS 16"0.C. TOP STEP • 1 z.s' x 1.a' r TO BE 4" BELOW FRAME Filter Fabric 4 ces d BARS o 18" O.C. 4'OUNDAT1oN WALL Processed grave! � �J RIPRAP .INSTALLATION DETAIL l ..." DETENTION BASIN SPILLWAY DETAIL NOT TO SCALE •" `'- " NOT TD SCALE ,ems-���d.o�o SECTION A-A �.._. 1# ?•a t.a .,,••.rt�"tx S t. ^�'.bav ,'.Ky..i •NC - 4 1 .:1 - �•+GT.j-y'Ii04 L1iYT11I-/.ipN �` STANDARD M.H. •- .vp Tl: 'f7Viy JCp/t/-O.s'.""- >o AS /!••6-Get//h-�cC -,�/V07"CN FRAME AND COVER L/.1'�.C�.L .v v ♦ /A "� WATER - xrs•.vr�.s'v.w''T��-.✓•r- era. � y� ♦✓OTE.' //.OLYE.s G4N�3� O D RtL M�7C NYORrhv;"� C4r /Ty�� � ,- Q�'��<f" ADJUST TO GRADE NTH 471--5 nr ir�tL. �•'pucr`i�� � t!4LYEC-C .�4�G MAX. OF FOUR COURSES TYPICAL-4" D.I. 13L.OW-OFF //�•vF'i�',cof<.+a.�ac �' d /!4L1'E, .vo "v�� ,• -r-�wxi� a c_�rc� .�^ •[s era X - ' OF CONC. BRICK WITH FULL MAIN SIZE GATE VALVE J ""°.°- .?NGG.�'-/�"ON> 2-9/•P•• VIC/!"iE�i�L Y - _-_.s j-/Nj4r�'i4L7G•'"L7 �O.©S Q //♦GZ//�"..S'; ty / F�FPI'-4Y,E'p e5!GG�'e".o .<svc'.� T•ca �It1 � s•11 T 3'-0'D �1 2- '!-'� 7-i+,/f'E,.'a.cl� dC> L� Q Tom .cC;♦an/ c�1rf o.r,r s.o.FGovcr p z �` 8047".EL7 �•[;sC.Y T� .c/t7it/cS. `�� V U '`� h RtY.Lr`F:wS+r�-.o C.reC.r- 1 0 �tln/OAT/ON {vi Z-L_ �h� ,`yt -i PRECAST REINFORCED v y ' ^� y,��,..�,,. 16 TYP ECCENTRIC CONE � iG k CONCRETE MANHOLE t.. 1 t "L.G7.vGc -•- 1 - _ J �Y F*•G'�'o.S!/�.rA�'c• t C fL.G:Y.o.G:V4� - W LW..I 5„ v..•.tvE 5. ALUM. I CLOSED BY/Lft7C f!! ¢ 4 1 _ a STEP REINFORCED CONCRETE 'rc.vc.�:.x III cta o �., 1�' MANHOLE SECTIONS NTH " "0 RING JOINTS vriL I s Q ---- -�- _ (^ ( ! A Q• litI, W �! r•�r•..-� �Y C,a�Y�c�x ' ' c � Y,c:t�. ¢ a a 1ldeT ae h2 a�r-cu.�c __ .- �+ .� 5" m - REINFORCED CONCRETE L� � _ -f► A .. a ___ c-^� 3-rr:7y TC I NlN. - Z 4'-0" DIA MANHOLE BASE �ernsric sv"e.0 - -_-_-•. - }-1 1k C AOT713hI s�e7/l1.v I.• I _ - :r• Z �"- FLOW C �J 400:lp -O.r ICI!N,y •.- J. �s --�-� _- c-ur c"o,x ©/�� - _..17 CONCRETE OR BRICK MORTAR INVERT 29 .,-eO.c Q j G G?.Z f?rT.�♦All C41 �"4.5. av �1s;e/CT ♦ G�,gVQ-• c.v 7,4 a �EQ���-,�� 6" 3/4" CRUSHED STONE FOUNDATION _ o. 11963 Pe�c�srr ,v,T vw•�t� � c v g� Ei:f.�� C��F 44- �' o � BY-F?���'�'//OC/L.O .B.E'S.�:t->E Si2E".�'S .�...6•�;c-/,'. 8"r0�sE'U.Sd'.t7 FZtT��G%':�- - _ Yrd t!E`f?.CIO S•tfi^�L ET�cp e t 3� M-�7 G.'7:F_ Y L V� .S>S♦�LL /✓EVE /-T/h/G �'7"F_it•»•. ( ' F'lt GU��7TJ 6El,�S'F-!J 4 a� 'V� NAt_�E�0r���,`•+•k TYPICAL METER INSTALLATION WITH BYPASS i HYDRANT DETAIL SECTION B-B - - REQUIRED 12" V LARGER R TYPICAL METER INSTALLATION EQ IRED ON I / SER ICES & L GE TYPICAL RETAINING GLAND WITH BY- PASS FOR Ili2"812"METERS WITHIN BUILDINGS STANDARD GATE BOX INSTALLATION REINFORCED PRECAST CONCRETE MANHOLE •t.y. ,t•S. DWYER TYPE ht.S not to scale R-tom, t. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS _ one (203) 291-8755 DRAWING TITLE -tdo LOCATIONS AS SHOWN ARE BASED ON BEST ■ GOVERNORS SHEET 0o I ,7L'06-bJO Rev FC✓ kx>Jn�mmer�t JD w 0 o AVAILABLE INFORMATION. ALL EXISTING UTILITIES 0 o SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2 03-12 -90 REVISED PER TOWN COMMENTS JD a sign DETAIL SHEET 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD n r BY A LICENSED LAND SURVEYOR PRIOR TO 6jr0f L( CONSTRUCTION. ® DRAWAI BY JD 1JOB NO.• 86--142 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE w civil engineers planners surveyors BUSS L./��P 1 R CHECKED 8Y.• RJA DATA- 10-23--89 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 1170 ellington rood (route 30), south windsor, connecticut 06074 CAPUANO DEVELOPERS SOUTH WINDSOR 203 289-3374 DRAWING NO.: E.' CAPUANO 142DS-EG MATCH LONE , . / t ;, MATCH LWE 7 KL fit I � r 1 l !� .� • V' // .� ' ' f t ' 1 11 / �/ •ems 2 HV ! , 3 r''r' ! 3 fecl i tcC= �I<G� IN rlVe1!Em tioSE fiT �.• •-� � i I I�� t '. 5 VT '�, FIt'� r taw-' I \ ` ` t '� ,! � --t2 w,r<tr r•,eW tans-vv-„2t~a VY `` - \ ♦` 21pA 4,�l �oHP Cyr -MO-%ti-+tom wrw�TO ` � � � — ` ♦ 1 - 5G � � Ida fp \ - _ - - TM rF-v ar c — _ — _ — _ / ' ' _ ... . _. r--•. R TI��ErJ ( 'fr AN 3�lCl L.• - f _ + " TuRn aocrcLAc--S u - o t'Y V '. 0 1166 FKOrfs ? WGOrJ ST1♦Ktu9 • \ � - J ` `� � I i�/ . / FWSr+ W�rri lat�n��t'Tt4`+'S Pd-• P,r-tt�tt 7-1 ) _ c y4vc�Rr�'t'. �` � `. - t • ._ -- � � ' 'r �/ / Z" 5H1�TTt�J IZ�•�K MtJ,-G{� `\ ` ``' .` ` \ 'ter ; r�''\\\!!! ♦1 IDyG tSVNAP t ``\ �, `` •- ``` .3 IoA -r-e M�W, 2 tom./ i a, '/ ' ��/,.�\ _ -' - Y^^ ".. GLy'AFf^• lc.C7 �a4.1{S�F'P.t7L" - \ \ 0- A `` `` ` — r • f/ 1 I % I �1 'il r �a�.—_'�--t--i�r �Jlt•(�{H!� SOIL- /VU7���� \ ,• Planting • IFS _ � • . — , � LEGEND EXISTING CONTOUR �• "' ' -x 70.9 EXISTING SPOT GRADE /��\ EXISTING TREE LINE � L _ INLAND WETLANDS -ask �` �'' -� .r.—• ' A �. 1 ` �Mrr �i r`'r f vX��a, Irl MG EXI`�I tJCo Pill LEI r ' �°• - •.�''i` � .�f _ , / {arLOr/'OSEt? ��fZC�-FAN 2 H v __ II►'ice fit-f'`tfr I�t5 �OUC�t-tdr.tr , ;r h�E�_•---' 3�� �. 'f� � 2� �, Ews'f i 1:.lCa V�.�'I�C3�1 � � / py-�G5w (l�I�,�25TQ�2Y 2ifv - _____ f n GUnUGIJ 5 U6'S f L ILWow , ---- _ _-- ------- ;�s ' ------- pm mmm�olwlft�s. LAI NQ Lv IS NO&CAPI _-- - -- THIS PLAm Fu _ _._ -------- _--- - _ _ DRAWING TITLE SHEET 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS GOVERNORS LOCATIONS AS SHOWN ARE BASED ON BEST GRAPHIC SCALE Berm Planting so MA' AVAILABLE INFORMATION. ALL EXISTING UTILITIES a 20 40 a o SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ........ SaUAR" 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD DR4YrN BY.' �I � JOB NO BY A LICENSED LAND SURVEYOR PRIOR TO IN FS�P } 0 - � 1 inch = 40 fr~ _ BVCFJMR CHECKED BY (�Ki't DATE D3-OBI-`rD CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE GAPUAl+rt3 DEVELOPER SOUTHwINDSt3R 2t13 28g--3374 DRAI�VING NO.: IMPRESSION SEAL AND ORIGINAL SIGNATURE BY OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP770N ' E r PLANT LIST Yh. BOTANICAL IIAMt COMMON NAME ROOT SiiE COMMENTS t / , DECIDUOUS SHADE TREES L FL Fraxinus ianceolata ' Summit ' Summit Ash B&B 2 1 /2-3" Cal . FS Fagus sylvatica European Beech B&B 2 112-3" Cal . Pt} Piatinus acerfolia Sycamore BSB 2 1J2•-3" Cal . DECIDUOUS FLOWERING TREES RC Amelanchi.er canadens; s Shadblow $6H 6-8 Ht . CF Cotnus #Lorida White Flowering Dogwood B&$ 6-8 ' Ht . HV Ham-ameLis v�.rginiana Common Witchhazel BSH 6-8' :it . MS Malus ' Snowdrift ' Snowdrift Crabapple BSB 6-8 ' Hr. . EVERGREEN TREES PS Pinus strobus White Pine ' B&B 5-8 ' HE . ' • r !` 1 / PY Pinus Sylvestris Scotch Pine BGH 6-8' Ht . TC Tsuga canadensis Canadian Hemlock BL$ 6-$' dt / DECIDUOUS SH•�_UBS CS Cornus se_icca A JI ! Red Osier Dogwood $6B 1$-2 4" Ht . (�/,...✓f' _ ....i rC�irta=�ar�c.:..ra �.u?E�i�Ho�E Ar EA �uonymus alatus cornpactus ' Winged Euonymos B6$ 26-26" Ht . ! ! IV Ilex vertici'. las_a Wlnterberty BjB ] $-:'.:." Ht. l' 72 (a^L-Vn^11'Zc� VT Viburnum tome•*osum 't•'ariesii ' Maries Double#ilc Viburnum Cont . 3 -6 ' Ht LVttcE t^I�vJ. L ' , ! ! 1 � \ r'J'iN�B� \ EVERGREEN SHF•)BS Tr f-la wry To / ' ' I ! ' / \ f �✓_GOHC7 6C�oJ tCt TI"Yy 1L Kalmia latt_'olia Mountain Laurel Cont . 18-24" RC Rhododendron cawtawbien.e Catawba Rhododendron BbB 18-24" Ht . ! �! !j' ,` \ ^ / �, T—�•� D'-O" THE LA !FP �uf \\ ,. —•-- — i-^p rc T?c=_c g L--Sh if'rN`l � Gam(..• NOTE Tvr N 8-UGYl-G-•� It is the intent of this plan to selectively p1FIFlt new trees and shrubs to � f / assure a maximum screening effect without clearing, cutting or disturbing / ,� r , E / Tor YZ or r-*S-4 •- existing vegetation. Plar:t locations on this Pi.an may need to be adjusted � �� ' ! � � � X j' / per field conditions and existing vegetation. The entire plan Shall be \ `✓ / \ ` j f, r = r,�,•�� y T cam. >� tom) field Staked and identified for review by the Landscape Architect prior. to \ �/ / ;• planting. �_'' �\ �i! Ir,F t , f ! -� g` (c✓fc r� 'S�zhP ti it .. ., , ` , '/ 1 rl i ' , `� ` \ / 1� � v .•t.�f' . /` ;:3' :'^ _ � 71e �:.'_:-. G+� !;<c.�..`r'7 Gi`•'� :�-�S J 'p ` . 4 `: .'C7� I t /„^ /j G r __ • --^- �C/t+PF"T F.=✓ 12- ! / Punting rl!l ' C�1T`r"{' - � � ` `� ' , ' /•/ r`,' I r ! .• ;' I f`�{"��f..V I'iVlt�-�t�1��I t ,� ,',' I ; ,' Hurl� � .�c�riv� , ` ` ` �� 1 %' /:�, r, 1 I rr r i Ik3T��K- l l l i�C� "TWO I-Tr o / ! / r / / •/ , / / r,Ile It At r , ! , A 1 f l I / i S ICL ®` i r ram/ r Jf n /1 !'311f 0 LEGEND ' / ,� �� • , / ` . 71�L =ter I 70------- EXISTING CONTOUR r , x 70.9 EXISTING SPOT' GRADE / � I IV / � { EXISTING TREE LINE �' / A AL A INLAND WETLANDS !` �� ' / � T , , 31Q " ►JG� � "1 ! ,"tvfA-1C - ILA-- M ,- - -, - , r !� r• r ra��:,Fr THIS PLAN IS FOR LAINDSCAPINLOG PURPOSES ONLY ----------------- o n a 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS DRAWING TITLE SHEET LOCATIONS AS SHOWN ARE BASED ON BEST c o AVAILABLE INFORMATION. ALL EXISTING UTILITIES GOVERNOR` GRAPHIC SCALE Berm Plantin 0 o SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ,Hy 0 20 � � 2 ALL UTILITIES ARE TO BE STAKED IN THE FIELD LB BY A LICENSED LAND SURVEYOR PRIOR TO iiiiiiii CONSTRUCTION. { IN FEET ) DRAWN BY.' S� JOB NO.: \ 3. THIS PLAN IS INVALID UNLESS IT SEARS THE 1 inch = 40 ft CENTER IMPRESSION SEAL AND ORIGINAL SIGNATURE BUSINESS Ci'�1� ER CHECKED BY 611Tt# DATE per- -qo OF THE PROFESSIONAL ENGINEER/SURVEYOR NO. DATE DESCRIP77ON BY CAPUANO DEVELOPERS SOUTH WINDSOR 203 2159-3374 DRAWING NO.: _ i o VIM a � 44r ;• • . { • a lob — . may, 1tlt � Ir•• li 4 j i 1 I 1 X ; 1771NC7 F-51=r1r,M j 25 YA fl� 50, #3 U F F i—=iZ - ------------._-_-- f 00 TYF'IGPIL- A1 -i�'I� NA IVF, �5UFIF--��-1`\�' SFGTloN A-A' i ,H, 40 • of >4►° r: . 40 • i✓r� .'mow_�.� !�( � . _ ft . -. �♦ � �I I r,•* ~ice r �!-' .� f 1 Y Al • •..a. y'. • ` '� •r 1 Z•a • ' Y' I { I I � i { � Y�1G� i..- I�T����'U-,�NT•� � �V��'�� �GTIoN �-� ' _,.�-.�, - 2 - 0 m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS GRAPHIC SCALE (203) 291--•-8755 DRAWING TITLE SHEET LOCATIONS AS SHOWN ARE BASED ON BEST za o 10 20 40 P AVAILABLE INFORMATION. ALL EXISTING UTIUTIES 6m i I 1 11 ®VERMORS o SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. A#" 4 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD IN = ) Lt$ esign LArd SCAPE PLAN � BY A LICENSED LAND SURVEYOR PRIOR TO i inch = 20 ft» r®f a s s l®n a s n c. s d CONSTRUCTION. ! s DRAWN BY -Jr�f-1 JOB NO.: 69038,oa 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL. AND ORIGINAL SIGNATURE civil engineers • planners • surveyors BUSINESS CENTER CHECKED BY DATE., 01•23-moo OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPPON BY 1 170 eilington road (route 30), south windsor, Connecticut 06074 CAPUANO DEVELOPERS SOUTH VAiNDSOR 203 289-3374 DRAWING NO.: