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Home My WebLink About00-55P_CARLAS PASTA,_PROGRESS DRIVERELEASED: JANUARY 9, 2001 DRAWING LIST: --- COVER SHEET CML • --- CIVIL COVER SHEET * 2 of 6 KEY MAP, ZONING INFO AND APPROVALS • 3 of 6 PLOT PLAN • 4 of 6 TOPOGRAPHIC SITE DEVELOPMENT PLAN • 5 of 6 CONSTRUCTION DETAILS • 6 of 6 EROSION AND SEDIMENT CONTROL REQ. UNDWAPE 0 0 L1.0 LANSCAPE PLAN 0 ARCHITECTURAL • A1.0 FACILITY REFERENCE PLAN ALL ENLARGED PARTIAL PLAN Al2 ENLARGED PARTIAL PLAN oA13 PARTIAL SLAB PLAN A14 PARTIAL SLAB PLAN • A3.0 EXTERIOR ELEVATIONS A4.0 FACILITY ROOF PLAN A5.0 SCHEDULES c) A5.1 DOOR AND FRAME ELEVATIONS AND DETAILS d A6.1 ENLARGED PARTIAL CEILING PLAN A62 ENLARGED PARTIAL CEILING PLAN A5.0 BUILDING SECTIONS A5.1 WALL SECTIONS A9.0 STAINLESS STEEL DETAILS 3 51.1 FOUNDATION PLAN 51.2 FOUNDATION PLAN 52J ROOF FRAMING PLAN 622 ROOF FRAMING PLAN 523 COLUMN SCHEDULE and PLATFORM FRAMING 52.4 REFRIGERATION PLATFORM FRAMING PLAN 53J STRUCTURAL DETAILS 53.2 STRUCTURAL DETAILS 54.1 WALL FRAMING ELEVATIONS 542 WALL FRAMING ELEVATIONS 55.1 STRUCTURAL DETAILS 552 STRUCTURAL DETAILS 553 STRUCTURAL. DETAILS 65.4 STRUCTURAL DETAILS 56.1 TYPICAL DETAILS and GENERAL NOTES 662 TYPICAL DETAILS ELECTRICAL E1.12 ELECTRICAL 51TE PLAN 2 75A PROGRESS DRIVE MANCHESTER, CT 06040 THE D...L-.TIMS GROUP, LLC I'LAIVIVIIVG A EIVGIAT-EERI1VG A COIV,STR UCTIOIV ILIAIV i GC- MHJVT 1391 MAIN STREET SPRINGFIELD, MASSACHUSETTS 01103 413.787.1785 . FAX 413.787.1786 136 SOUTH MAIN STREET SALT LAKE CITY, UTAH 84101 801.531.8585 . FAX 801.531.8586 0 lz NFAI(WIll M/E im DESIGN TEAM ARCHITECT TEEM DENi\susGROUP, LLC PLANNING . ENGINEERING . CONSTRUCTION MANAGEMENT MECHANICAL ENGINEER THE DEIVIVIS GROUP, LLC PLANNING . ENGINEERING . CONSTRUCTION MANAGEMENT :f# m MM7,t� T_lI51�►I�ztl`IM THE DENNIS GROUP, LLC PLANNING . ENGINEERING . CONSTRUCTION MANACEML•NT STRUCTURAL ENGINEER CONSULTNG ENGINEERS 200 FISHER DRIVE AVON PARK NORTH AVON, CT 06001 PHONE 860.677.4570 THEDENNIS GROUP, LLC PLANNING . ENGINEERING . CONSTRUCTION MANAGEMENT PLANNING . ENGINEERING . CONSTRUCTION MANAGEMENT THE DENNIS GROUP, LLC PLANNING . ENGINEERING . CONSTR 4 V CML ENGINEER BAN 9 200r C.? ,-4, SURVEYORS - ENGINEERS 288 MAIN STREET MANCHESTER, CT 06040 PHONE 860.646.6013 0 = DENOTES DRAWINGS INCLUDED WITH RELEASED PACKAGE LOCATION MAP (NOT TO SCALE) APPLICANT: SURI REALTY, LLC 192 KNOLLWOOD ROAD MANCHESTER, CT 06040 0 FOR CARLA I S -PASTA LOT 3 CONSTITUTION. LANDING TALB U^�r LIAINE:I SOUTH WINDSOR, CONINECTICUT PROPERTY OWNER: HALE REALTY, LLC 275 NEW STATE ROAD MANCHESTER, CT 06040 NOVEMBER, 2()00 SHEET INDEX 1 - TITLE SHEET 2 - KEY MAP, ZONING INFORMATION & APPROVALS 3 - PLOT PLAN 4 - TOPOGRAPHIC SITE DEVELOPMENT PLAN 5 - CONSTRUCTION DETAILS 6 - EROSION & SEDIMENT CONTROL REQUIREMENTS L1.0 - LANDSCAPE PLAN F I N A ,a 7 �� AAi; 0= ., `:`'ice` . x 4 Au Ilia=. i Ci; .e..�.. � to � .: SOUTH WINDSOR PIS=,NMING DEPT. MESSIER RAYMOND F. NELSON, JR t056 P.E. f 09434 COPYRIGHT © 2000 MESS/ER & ASSOCIATES, /NC SURVEYORS - ENGINEERS THESE L1 OW4 S ARE 7HE AWPER7Y OF 7HE ENG✓NEERz SURVEYOR AW HAVE BEEN PREPARED SPECY70UL Y FAR THE OWNER FOR THIS PROI£CT AT THIS SITE, AND ARE NOT TO BE USED IVR ANY OTHER PURPOSE, L OCATAAV, OR OWNER W777AQUT WIrIFN CONSENT AF 7HE ENGINEER,% SURVEYOR. hb DECLAR4MOV IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE EAI90SSED SEAL OF THE LINO SURVEYOR AND/OR PRO- YaWL ENGINEER WHOSE SIG'MMW APPEARS HEREOW PLANNING - REVISION RECEIVED JUN 1 2 2009 SOUTH WINDSOR PLANNING DEPT. MESSIER & ASSOCIATES, Inc. SURVEYORS - ENGINEERS 288 MAIN STREET MANCHESTER, CT. (860) 646-6013 PUTNAM CT. (860) 928-1171 SURVEY -- DESIGN - CONSTRUCTION DATE PROJ. No. 00-158 PLAN No. MM00-088 (COMP. RLE- = AIM-088MDWG) o 3 3 tmne- 200 M rD rn Z � AZT 3�;0 Npp0 1;0> ADC gmin t-�n I (n Z Z m g v �z�� T `vm iale sovm `Nl nd,� t 15,40 SLLLNAN Av`? -E . SOIU-H wIN`JSO.1 Cl U6U 14 . ,co"} TE:.F,'HOtiF (86t), o44-251.1 relimary 16, 2001 Carla's Pasta 27 A Progms Dove Manchester, cr owc Ann: Sergln Squamw RE: Larli s Pasta- Contw-1-1 Avarra (ra:bot tine)- Approval to Coenect Dear hit Syunoitn: The South Windsor water Possum Contra! Audwrily, at a regular 1wetng of February a, 2001, gave approval for the ecrnectxU of ttaaraercu] building to One Towns sewerage system'seated al Conncatretit Avenue (to be tsrtwedTObot l atte4"more speetLeaoy showy, on plans tanllkd -Site Development Plan". prrpatN try M eswcr & Assoclaim Eric-. Manchester, (M. Prol -cl No. On.158. Dared 11t00; with "vistuoa dated I I.1.1;00, 11; 27100, 1113D;00, :2r12f00, 12.1-1,00, Drawing No S Dated (t'00. wuh revisions dated t 1.2 hot , I ! r30)00, t2112f00, V.' 1 t W, and subject o, a connecuoc cbarge and 1, Applovcl from the State of Connecticut I7eputrnetst of Etsvironn,ental Pmseetum fora discharge Perrmat. 2. Hontosing of discharge to eteteerame the sufthaige to be assessed if BOD exceeds the Imut set by the AuthAnty. 3. The system will contain an 8" line ino the grease separator wnh an 8" Weral from the grease mparrmr to the 10, =in Ine. 4. A connection charge of S 14.325 based on 5.71 acres be paid at the tune ouc permit is 1st acvl <, fah,..., - h. "hoar -.I .,,,rim.: of the Town of Rrn3th W!nds.)r Cngnleerine Depaitlnent fi Final Authority apptuval and acceptance of!he tannery sewersgo connection will be given once the sewer line has born installed and inspected by the Town staff, ad hued upon. the wrimn vsriGeauots of iae Town stafrlhat aid sanitary sewer line wns instated in sahaanual conformance with the dettgu plans previously approved by the Authony, and nnceting all Town regulations and appropriate techoi al sptrlfieattont relating to sanitary sewer constructlom. -1 dais approval letter must be supernnposed nn the foul approval plans. Very truiy yours, T irlas I ""dsdn, Chalmnn _- waser Pollution Cornol Authority 't i I•dd lL' Matthew Valligan, 1 Own 'ranaga Mx:hae. J. Gant•.ct. Director of Public Wtrks Jetty larzotta. Town Fstg.neer Marco Banaeb, Direetutof Planing John Collins. Chief Building Inspector ,iW GULUVAM AVENUE . GWYN WHDaOh. C OINN. 06074 AMA 00011440 1 e{4-Z51t January 11.2001 CRKIM ISD MAU stud Batty, ire Ida Set& Squatrito 192 Koollwood Rd. Manobester, CT 06040 Dear Mr. SquatriDo: R&' App100-55Y, CmrWa Psgta Site Plan arid subdivision ` We am pleased to advise you that the Pir®y & lomiag Car®issian voted on 1/9NIJl to approve witit mGdl11calotla Ilse above referatced application &r a Sine Plan of Development Thu approval is hbr the couWntcitim of a 46,000 sq. 0, moufteitariisS building on property ltr=m sr the sontbody end cifTab- I- (lb-crly Camecdcat Ave.), I ]Tone erg dowA on plain prepared by Mama & Assoc., Job No. 00-15-8. dated 121150) as revised. Thin approval is sobj= to the 11611owing modif3caGons: I. Pans to co®nwAssi og of any aito wodr, a tts-tinfif nsust ba held with Theron Staff, 2. No building ptmmt will be isanial until the final atyIars bave been Mad In dw Town C1er t oboe. 3- This sppliadon is subject to the col didana of Wpmval ofdas Inland WalaodsArn*113azassimition Commission, imclatding at bond in the amOtmt of $10.OW to mama a m= of dw mingation area and water quality unease (13.000 to baradaand x&er stioceadW asethbAnUM of the male, and 17,000 to be held for three years to enaore satabliahmont of the r oplim mar and a bond In dt weam of S5.Wo ttoaure omwhsaee with the erosion amd saffmicritatim control Immures. 4. An erg -bruit plan is requited prior to iannsee of a Cwfili 4os of Dccopow pair 5oction 9.1.10 of tba Zaniag ReSwEd- 5. Foouogdo aremlidrtdiftheboUntLasabaseneaL 6. A htadscsare bottdin the traoimt of Ss,Ooo is sagttitsd sad tmrt be ra6mittedpria io f5lins of myum 7. AL plaoa treed in do Said by the devalopxamrst bear the stnanp and alaho8z+ed sign.eue of die Town of Solath Windsor. ' 8. WPCA rpproval is r.quasd. 9. If a State 7b0tt Cbstsunam eeatifiars is rtequirtod, ro bu0 iuQpcn=ft oral be isned until the certificate bs beatisaw d (pwCOS 414-311). 10. the butdding street nttmbr mast be mcis dad m rho final pim 11. Qmnft isewi altos must be submdmed tis f m Town 1?agimeer(on enclosed fir®) for the purpose of del ' ' i subdivision bond. All bands shall cant ma to the enclosed bond policy and than be posted prior to i� tba &W plans in Ibis Town Ciedc's of m If: developers chooses to sabtan aUtier of Credit for a one year t36 said L40w of Coedit mast be reeaewad asi a yearly bt tm smti! ooarptaran oftfte dewioprnaut If a nett/ I.tater of Credit has not be= sawed witfain 30 days befertr the "WrObOn date, the Commission tray, at its optiM call rile Letter it is holding. (Policy enncloaed) 12. Town Engineer's review- co=ew date! January 4, 2001 trirst be addressed to the Town Ertgirra:'r satisfarsion. 3- Size o£pat:khig spaces must be identified on the plms. 14. Incrust size ofimore trliwsbrubs to fiont ofthe bui1din4 Black and wbite traosparmt enylafs of Sheet M3 for the sits plan anti Sheet #1 for the rmbdivitoon with tie above modifications, t*gcd er with three bhteprint copies of the entire sex of plans must be submitted to this Corrrmiscion williin 30 days lobe stamped col signed The Icum of approval of this Commission as well as the Inland Wexlands Agency/Coam-nation t^1,®mission must be mptoducad on the rnylars. After 1310 mylan have ban signed by the CommissicA they w1u be returned to you for filing in the office of the Town Cleric After filing these Plans, a oopy of the receipt must be submitted to dais Plamirig Depautnent very truly yo—, ZLr� 0, yl2 cr,� ,F./L Waiter J. M04 y, Chairman Planning and Zoning Cominissuin WZVdtf e Town Engineer Cbi0fBW3ding of5cial Assam - Superintendent ofPollmumi Control Fire Marsbai Messier & Associates :txhostlns sir / 40 / /'-74 416 I/ A A 11 N/F _*nRT FRENCH SOC/AL CIRCLE I GENERAL NOTES .1 � � 8lJ1WINO ASSN. INC. �+ ASSESSORS MAP 60 fiV S AMP WS PREPARED A MW MCC&NO RESEARCH, 07WER M4PS L/M/1E0 FIELD ^{ \ LOT 7 A/EASUOR-MIW1S ",0 OTHER SGYIRCES; FOR THE PURFt28E e- ShVMW PROPOSW v /Mf'A7/YfA/tK/S /!/ GO_ GTiperAUGYtU UN /HIS f%f(/YCK/T. /'Vi • i vi. i vv i a'. �. vv REXIWACZ- IS AWL- TO AMPS EN77TLED.• 7— S1AhVA X W aAV PREPARED FOP,• IdWE REALTY, LLC, NUTMEG RaW SOZIM LYWNE XV7 AbfNUE A'rl/O 7ALS07- LANE .SIX/ltr 353.12' ... /NNOSOR, CO WNECrXff,, A4)T A9/99, SO,&E,• 1' = 100 FT., SHEET 3 0, 4" 9, RE . �Tf/r4bliCHJ 02 28-Of, 4&3N)09` & ASSYVW-E5 1AV SZIMI i.3P-E GWEERS, AMA1rHES7F7P, 50' BUFFER ZONE N CT., PUMA( CT., hURCRT R. ME-1Z)OP L.S., ' AND ill-SUSall-91W RL", RES'U6611f-9 �V �---� RES/DENT74L . ZONE . A / OF LOTS 2 ct J 'LY.WS'T/TW76W LAN01AV: PR6 PFR7Y A4r BILE RE&7Y, LLC, TAL6iOT LANE (Ft71WEa r CONNEz7K'UT M/l9V110, SM7H lNNOSOR CO3VNECTiCUT, D47F 12/00 SC4LE. Q?,—r-P 25 R Y. > - _ >r� F/; SHEET 1 GI' 6, REK Ji IFl7GYiHJ >5 21-0>, kf-W,-R & AZVa41FSy /A4^ TOl�YN OF SOUTH !rY/NOSOR SMRWWRS-FN6YNEFRS, AtNAhWES7FR, CT„ R6gA ,, Or, ROMTT R. A/ESS/ER,, L.S. ' /YH/CH p N TIT TION ... ti. ........... � ASSE P 47 AMPS ARE .AZEO /N THE cf/BGC LAND RECORDS AT Thf' OFFICE OF 7HE SOUTH #NOWK` CO S UV+ APPRW(1M4TE LOCATION OF LO SS rOJOV CLERK, AND 70 REFERE7l4;E AM- BE AMGl- �ND/N(� p / PROf�SE29 #A ffING rh'A/L . -! , L OT 13 B ATAVS ARE BkSEO GW THE CONNOCTIO&T CGY.l4L:YNATF GRID SYSTEM - - - �c. �- _ - _ �.( 4 !t //C%L 1 9 N THIS PfiWZ- P7Y /S SUBJECT /0 ANY AND ALL S!i(^H EASEME7VTS; t?7l/£N4N73; RES77P/C7JfOWS, N F �, S' .�. ./ . - - - - - - T _ ` - r '.~to AND/OR R✓Gh75 AS OF RL�Ll9iP0 Tf1EY AMY APPEAR ry 1. . . OPEN SPACE) . . — � . . Z HALE REALTY, LLC 6� N - �.i. o.�= 179•-5s'-o8". �. .. _\. THIS PROREWY /S LOC47LO OUT51 AF OF THE 1N19-YEAR fZOk'J0 H4ZAAV AREA A5' SHOfYN /� /�/� /�� /� / ` \ rlro / / R = 72.00' � W F W.F. nu c,t>rw uwonu n cno rase nun, nc trn,mv urvncnv .vruuiuu7v ow,vci e/iuroco _ 1///�_ //.Y� / /"�!f_ / /.7 c7 / y _ A SFiI FNT �.3- 1 •' • riffs r„Twr nw-"1ry vcv me ,only ter .aririm iwlrr�,� o r.rmsnswai,r �ivsc.r. r.riiwut_n • - WF- w.�. � �. . . . . . . . . . . . i . L0 = ZL6. I I' - . .-. Jam-1A 090OJ46 "7 B, FA7F01W a4rF AMY 1, 1980. . ,� � .. , � , . , ` J.. . . . . . � � . t . . . . . . . J-29 Lc = 144.00' . . ... .... .. .. . STAKED GEO7FXT/LE S/LT 1JVE AC7ZML LO A7"N ANO ROLWA019 OF )W MWAZAV 7R4/L SHALL bF OE7FRM/NEO AT THE , / C h rd. Brag. _ FENCE B4RR/ER FOR HY \ W F. . . i . S 66' - 2 6 - 52" E . . . . . . . . . EROS/ON AND SED/d/ENT PROPOSED -)7 77ME OF GbNSTRUCTifON AND /N At L'i7RLi4A�'E !I'177ir ACTiML , . WETLANDS CRON . . • J-28 ! .. . . . . . . . . . . . .CONTROL AND HE 4VOS . . . . . . . . ....... LOT .J /S SUBJECT 70 A 45COUR4PON OF EASEMEA?S AND COWA 4NTs BY HALE REALTY, PROPOSED ... �' �.� . PROTEC770N DURING .. L/M/T OF \ \ LLC, L347F0 AMRCH 8, 2G1�1, FOR GZ�A/SIJPlrL^770N, AM/NTE11l4NCE AND USE OF A /YALK/A4; WETLANDS �40 REGULATED AREA XMA9 ac7ER&1NE-0 ..... ... CNrvsrRVC77oN WF G,p� DE N 1 g� �b8' - 58'r 'E ..137.4 ' TR4/L ON LOT 3 AND OTHER LOTS /N THE 'LONS777T/TiION LANGYARG /NOUSTRG4L REMO{�AL W / W.F_ �.� D�/ WETL.4NOS. W/ . .... wE7uNos (rip) W f;. K!F, WF. • _ /PESUBDMS16W" AS' SET FORI-H AND 0ESCRISEO IN PMI/ME 1192 AT PAGE 2J7 or THE 3-15 W.. F.. K!.F, 3-8. STRIP. _ 3-2 • J J 3-14 � � J-12 �J� 10 ;3-9 • 87.28 1 SOU11V /NNOSOR LAND RECORDS, AND TO A AFOURAMON OF WkENWIS AMO J-10 • J-• 11 . • — • J-7 1 • • RfS7R/CT7ONS BY /MLE REALTY, LLC, Ll4TE0 A0AW 27, 2001 FOR A PRO-R U SIMRE OF W F —��—�' W F W F TVEAM/NTEAMCEOFSr0R*WX)ZROETENT/ONFAC/L/77f5 INCOMAIW #PH THEOWADFS J-27 / y VVYVvv YYYYYYY vYYYYY'YYYYYYVYYVYVYYYYVYV YY) OF OTHER LOTS /N THE "CDNST/TU770N LANDYA4; /NOL/S71PlAL RETUBDYJN; .4S SET W.F. 2 y J-6 -,.,._... ...,. ,.,.,..-,.,,.�,. , , ,- .,,.,,. , � -...,- „�.. ...., „•. , ,.". ,.,..,.., , ,..,, A /� A /� A � A /� /� A /� A /\ /� A A A Jl Jt J\ /� ^ A /� n /� n /� A A � A /� /� /� A /� A /� ^ n A A A A /� A /� n < /•UK//y AN// AEYCR EV /N Y(/Ll A 1204 A/ PACE 25 OF %/IE JUUI-7 ArIN/F6W L04NO J- / RECOROS \ W. F. W F >8' WIDE," ?2. - — J-26 J_ 1g GRAkFL ?B STRIP 19¢ 589 "W-4,— 7 > 145. 1J' % F: -20 / k. LIGHT DUTY / > < p J g0/TUM/NDUS CONCR E > < h 0Ak-FYSNT > W. V > < I -2 v > W. F W. F. sr �, EMPLOYE A D/OR E7/TUM/NOUS / > w F w 7 \ Z '� � ,.f-« - �-ar-- 1• - r-ivrnew o,tir l„r./ 'U I -' 1-66 r v, W.F. J-22 k751TOR PARK/NG jgWacy CONCRETE > I W F fib 77 J-2J y2 t2 �2 6 �2 \ CUR > �GIv-65 1. _ 88.04 " �oGRAMW 727 �• WF N 19 58T8E LOT 3 a5�- t.Y/3tiCS'TRlR^ K517OR 6 PARKiA� % ° > 1-64 N 66'-28'-48" W 64.00' TALBOT LANE CONNECT/CUT AOSNUE, ELCE OF CL&P tip E45. MENT N/F 121 CONNECW117' A110 NL/E ASSOCIATES ASSESSORS MAP 60 LOT 11 1/oI. 829 / Pg. 218 PROPERTY CORNER & MONUMENT POIA 17 COORPIN47ES POINT NORTHINO E4SITNG 0 17.Y6S ..07 189796.68 QZ 174(Y81.04 1e99768.89 © 17429.i47 1e997.30.78 0 17402.E 70 18b{S.i6.65 © 17-KWEE -A9 18.A827.57 1 •,: iTl L =Iyp I • EXISTING IRON PIN O O IRON PIN TO BE SET EI PROPOSED MONUMENT W. F. 22 • WETL ANTI FLAG �� • LIMIT OF FIELD DETERMINED WETLANDS TEST BORING LOCATION GR4PHIC SCALE 0 80 160 410 120 ( FEET ) BY OTf/E1P5J ENTRANCE > < / • WF OS'CAPE� OSr~4P > /SG4N0 B7 > S.T PREMW% /BLAND PHASE //\ 1 SAS > < 1-63 1-69 • 80' REGULATED AREA //Maw I A90 > < FROM WATERCOURSE TRUCK CONSTRUCT/ONJ > < 9 EN7R4 CE \ /410 P90 > < W F S 23--31'-12`' f?\ \ 1rn'P% > < W.F. • 1-70 y \\ > < 20> W. EA.S�i/E7VT 94 > < • 1-61 v 35 F. Y. PROPOS�I! INIIllS'F"Wr� � I I 2W F LOT 5 BllILIJING 02 • '3O G�POaS.S /'LOOK > AP > < CONST/TUT/ON LANOSCAP/N �• BOLLARD > LAND/NG' \ W F. S/0 XZA' > < . F. 00 50> •1 60 0 RAO/US > < 00 0I FLOUR > < in •I 1 S/LDS Z • W.F. B7 f > < • W F 204 8' R�/NFp Ep W > < > -59 N/7- BULK FLOUR •G'DNCRETEG4B� LOT 3 B2 �� o > HALE REALTY, LLC TRUCA UNL�D/NG LOT AREA > < 1/OL. 1094 / PG. 215 sraciNc 7.239�3f AC. > � ° > < W25F. • ACO OR4/N® � • ' •• � ' f 315,126E S.F. � FG 200 7RE1i/CH ORA/N OR\ EOU,4L O HEAVY DUIY BITUM/NDUS CDNCRETE PAkFOENT filln4WF® AV aW A 67AU47AW 970 EM N 23'-11'-04" E EXISTING PASH \ > 4CTORS \ P/A4SE // Q > < �FG/TURE\ W > " N/F CDNS7,/lUCT/ON% > EASEAti1ENTO.• SH/PP/NG/' HALE REAL TY, LLC `' ; < AWN46E- AW AWA9Z2WAE E4-q9& RECEMNG. > < • W. F. Fa? .SlY"l-ACCLYS IN FAWN` AK' otacK • - 1�OL. 109� / PG 215 < . 206 LOT 5 OAgV LOT J W. O > 694.06, > < 1-57 O 8" REINFORCED > < ' CONCRETE SLAB > < > < > < W. F. _ I11,/JvLG > 1-5 L/M/T OF RVINEV .O/L/GR/T B5 < • 207 WETLANOS,E(TYR.) SEPARATOR • a > < W. F 1-55 APPL/C4NT SUBSURFACE \ \ > < S11RI REALTY LLC INFILT?4T/ON j (6WNa4RY 6tE7il2rEN > < / SYSTEM FOR ASvQt 5 LOTS 60-9 > 192 iWOLLWOOD RaW /�F c!? 60-10 - FOLLO#5 > 80 REGULATED AREA A,6W01 E37ER CT 06040 ORA/N4GE If 0,- FORMER N R > FROM WATERCOURSE / (/rPic4l) PHASE // \� > TELEPHONE �860%647-9>52 /'U77/R CONSTRU6770NJ > • EXISTING DRAINAGE D/TCH > W. F. / W. F. X W/DE GRAYEL `5� 1B' INME > -54 208 PEST STRIP B8 B� .� PROPERTY OIYNER.• srRiP HALE REALTY, LLC I 275 NEW STATE ROAD 14' F/RE LANE W/GRASS 00kER 1 397.09' N 23'-11'-04" E PARCEL A " N/F OSPREY ASSOCIATES & TIA�10TIlty F0G4R1vY ASSESSORS MAP 60 LOT 9A1 PIR011617tO4 IDOL. 596 / ,06 ,591 00Z. 712 / PC.. 61 VOL. 1014 / PG. 238 %urz oz>� sni±cth �%rr2d��t Y 1540 SULUVAN AVENUE • S UUTH w.NnSnR, CONN. OW74 �>• d� AREA CODE 8fi0 1 r,a4.2S11 December 22, 2000 Certified #P46249814;i sun Realty, LLC ' o� ltnollwood Road Manchester, CT 0604t1 RE: Appl. N00 55P, Carla's Pasta, southerly of Governor's Highway and easterly of Nutmeg Road South, 1 zone. To Whom It Mery Concern: At the December 20, 2000 regular meeting, the inlaad.Wetlands Agency! Conservation Commission approved application #00-55P - Carlta's Pasui, Talbot Lane - inland Wedand/Conservation Corrunission application for it site p11u1 to constrict a 68,000 sq. R. industrial building, parking lot, diainage structures an associated improvements on a 3.1 acre parcel located southerly of Governor's Highway and easterly of Nutmeg Road South (Assessor's map #59, paucel #38) 1 zone. This approval is subject to the- [ollow.ng conditions: One blueprint copy of the entire set of play:s and this letter reproduced thereon, must be submitted to this Commission. This must Gr completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met thhis requirement. 2. The application dial indemnifi• and hold harmless the Town of 8ouLh Windsor against any liability, which might result from the proposed operation or use. 3. :he permit is valid for five years and shall expire on December 20, 2005, It is the landowners; f applican t(a responsi. :o track expiration dates and notify the Commission of a renewal requ<st at least 65 days prior to expiration. 4. All approvais required must be obtained and submitted prior to any activity on the site. Carla's Pasta - December 22. 2000 Page 2 5. A contact person shall be identified on the plans. 6. We recommend a bond in the amount o! $1U,t)00 be submitted to the Planning & Zoning Commissior to ensure success of the in tigsaion area and weer quality swale; $3,000 to be released after successful establishment of the sivale; and $7,000 to be held for three ,years to ensure establishment of the mitigation area. 7. We recommend a bond in the amount of $:i,000 be submitted to the Plannitiv & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. A. The proposed planting plan for We riiitigatior area must be supplemented «:ch live wetland plants. The species and arnorims to be determined 1?y the uunsulting biologist and Town Stair. 9. We require that a three-year inspection and maintenance plan be adopted and i-nplemeiitcd on the mitigation area. Inspections must be. done by the consulting soil scientist) biologist to determine the success of the proposed plantings and to detect the presence of invasive pants. Deficiencies in the proposed planting plan must he corrected and invasive plants must be removed by hated. 10. The walking trail to be complete prior to the issuance of a certificate of occupancy. Trail location to be determined with staff input and approval. 1. Final approved set of plans to contain detail -,of the proposed bay saver. 12. The corrected seeding plan for the water quality Swale must be shown on the final approved plans. Very buiy yours, INLAND Wii-TLANDS AGENCY; . CONSEi2VATION COMMISSION t fL(-7 alllLtF-,k(r. Elizaarren, Chairpersor. EW:ar cc: Chief Building Of icial Town Engineer d�lANCHE:S'TER, CT 06040 WF TELEPHONE (860�647--9798 O 209 ZONE I MESSIER & ASSOCIATES, Inc. SURVEYORS — ENGINEERS MANCHESTER, CT. (860) 646-6013 PUTNAM, CT. (860) 928-1171 PLANNING — SURVEY — DESIGN — CONSTRUCTION COPYRIGHT ®2000 PLOT PLAN MESSIER & AS50 aIAW,, INC. SVA1W) t7RS - ENGINEERS THESE DM)ONGS ARE THE PROPER7Y OF 7HE EM4INEER/ SURVEYt7R AND hNVE 8EEN PREPARED SPECIFM.ALLY FOR THE OWNER FOR 7H/S PRUIECT AT THIS S17F AND ARE NOT 70 8E USED FOR ANY OTHER PURPOSE, LOC47200V, OR OWNER WITHOUT WRI77EN CONSENT OF THE ENGM/EER/ SURVEYOR. NO DECLARA77ON /S EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE EMLi11SSED SEAL OF THE LAND SURVEYOR AND/OR PROFESWN4L ENGINEER WHOSE SION47ZIRE APPEARS HEREON. A 90ROMD 15" OY4 6ULWRT W.F. 1-5J W.F. 1-52 PREPARED FOR. - CARLA 'S" PASTA LOT 3 "CONSTITUTION AN, TALSOT LANE SOUTH HIMOSOR , CONNECT/CUT o RO E T R. MESSIER 1 RAYMOND F. NELSON, 7 = - p4TF: 11 Sr".. 1 "--40 FT. : cos a9A/I,V : OAS "07-tL pi 6 PAumoT Ah. 00-158 pL4V A14rp AIM--088 N/F FRENCH SOC-AZ CIRCLE Eo O 1 1 O O 1 0 O 35'-�-- 60, Jo, 1 '60, 35 .5' .3.5' 22' PARK/NC SPACE TYP/CAL 10AR306NO STOP SPACING N. rS ROOOF OR41N4GE /NFIL7JPATION SYSTEM SIZE REWIREMENIS FOR 1 /NCH OF RAINFALL FROM ROOF SURFACES•% SYS'TEI/ M2 CUeSbE 7 FEET L. r SIORM a" 67/pr f-= Lc' S76mi2F P14i?NL; D ,r 889 99C PFI7R INLET P/Pf CONNEC77GWJ TR4 H - _ l FG 200 COMPACTORS' '�'i4�-'w� \ P1R D LAWr 1BfWH L42v7' 76 10 PHASE // Q t Ma4LLY INSPECT 7NE CN77RE LENGTH OF THE STRIP F6W a4ALAGE, DE7FRAW-47UN,, ,F paO fzrlw OR4/N OR (rYt?j �FG�TURE\ , tk, CLGGG/NO OR 077YER UNOES/R ME CGW0/770N, i{'FI/CH MIGHT /NTFRfERIC KrH 7XE PROPER TRIPLE U7FR41 40MPOLO 375 f• NIL- ONSTiri'UCTION•% �x EASEMENTQ) OPERA7VV OF 7W STRIP. REPA/R/RL"PUCE ANY LWMAGE OR THE UNSU/TABLE OaV"MV (IYPX.4L A6W 2 47MA0'S) 4.6 / 75 65 74 56 SH/PP/NG� ' HALE RL�4L TY, LLC L�'P.�!/WCE- AND AN/NTE7iK4Ot E EASEA/ENT AS NM'S54RY, DUE A0 EXCESSN£ BUILD-UP OF SEDIMENT OR 07HER DEBRIS hV 7777E RECEMNG r W. F. FOR SWAlr-,46rt3 S fN FA{� 6K TOP UY£R OF THE STONE /N THE STRIP, REi/ `kF AND REPLACE N97H CLEAN SAME. ,� ..LO(Li^K I . I/OL. >094 / PG. 215 RDL -a7'{ " E < • 206 LOT 5 GW1t7 LOT .T• PARTiL'YE SE7°ARA7t.34 90• BEND (TYPICAL FOR 74. 4j ® r • 9(594' J FITTINGS) ® H 4kY DUTY ' �- - ` `� j O.0 cn B/TUM/NDUS CONCRE7E Af ROL `� 694 0Ey PAhEMENT ' , ' D'Gilt A09SP O S-0,010 ` �� `� �� P WOar.4LLYAS' GVAVITil:" REWHE ate' V 8" RE/NFO�?CEO M AW E,40V ��\ `� � r , 15" Pit FiI�P OF sl-RV6)vr 90' BEND (IYPA5AZ FOR } CONCRETE {SLAB " M W 70 RLZ:V' � `� A4fAA5t�E O S�a�i AfGW/TOR 711E DEGREE OF BUILD-UP OF ANY SEDIMENT OR OTHER VEER/S. SEAS04AZ ,IC& FOR 5 RUNS •7 FTTITNVS) I� Ei4iS4{�1P®A A@41WCFAil�X1RA SYS1F,Ii(sj \ T.F.=T2. d } AW=71211 INSPE077ONS ARE ACOO4IMENDEO DUR/NG 7Nf F7RST YEAR OF OPER4TION #77N A0ORE 1K .51P;1rP.47AP L '' �` �` % /' L/M/T OF FREQUENT INSPECA W DUR/NG 7HE MA12ER AION7NS *HEN S4NGYNG GAF" 7h(F SUAW011MD/NG U' I ROOF DRAIN LEADER ` Ao4kf0 AREAS A44Y OCCUR AFTER 7HE FIRST YEAR THE /NSF'EC7JDW Sr;HEDULE SMOULO Gi &Z- LA7ZrR4L MANIFOLD a? RUNYJFF aw A 5TAUA)7tW FIELO DETERMINED (1YP/CAL FOR 4 F777TNGS) m D/R£CnON 7 75 • '• ,. K 1,,40LJ (TYP/C4L) 75. 10 \ rr / W F WETLANDS, m'P.j BE REWTEWEO AND MODIFIED AGL'L' 011W 70 EXPERIENCE. A WRITTEN COL^ OF THE • 2O7 INSPE077ONS SHOULD BE KEPT GW--SITE (?4 w �� i%�% ` .7 63 C C 7f /4 75.7 �P) 74.55 I r 7¢ 47 /// /// 4. For10 J / ,' Q r < 68 78 ,// N7 XCEL77S 12 INCHES /N THE PR/NARY S7X'UCTURE C4L ® P �/" I / RDL RDL r 1 5 lYHEN THE &PTV CF- SELF £ E SMOZE U7ER4L M44N/fi?LD 18D - - - - - - - {` EXISTING DRAINAGE DITCH R6MOkE ALL OF THE SEDIMENT AND DEBRIS F7POM IT, AS FOLLOKS if'/77I 24" X 9" REDUCER D �' (1) 7H£ A44/N7F'AXWF ShYJULO BE PERFORMED L/S/NG A (VACUUM TRUCK OR /"FOR INLET PIPE CONNEOWNJ Q` 1� 7=Y © �il/NLWRY L TN2rE7V A S 5T'S57.WS L07S' 60-9 SIMILAR EOU/PMENT 55.94' _ I r gs�0,Q2s �t 60-10 - FOLLOIf'S r 55 1 ' (2) GbIPLEFLY EMPTY AND CLEAN HE STG24GE 4NGYE 8EA O.O Cr foRAIER (3) USE 7NE KAIFR F)FIW TIIE PR/A4WRY MANHOLE TO RECHARGE 77IE ST6R46E S,V PHASE // 1 �� ) , W. F. F7'YJM WATERCOURSE A44NfrOLE, AND REAIOYF THE SEDIMENTS FROM 7HE PRIMARY STRI/L'TURE. FUTURE CONSTRUCTION 73.6 72.25 • (TYPK4Z FOR 74 10 �� sYSTFM F?7iP ,7' wTt l �. . 208 GRAPHIC SCr4LE Awa&LY.- 90' BEND ROOF 6MtfZ CAL FOR 5 RUNS 3 FITTINGS) �� OR. MC-E PEST S7R/P � (IYPA^AL) 7HOROMOMYAND GbMPLETELY /ASPECT 7HE INIYRN44 ANO E;'7FR1V4L AS ROSS/BLE DOUBLE LATERAL AL4N/FOLD 7,- 80 r 7 0 �% 160 SY57F.i/ © p (TYPICAL 1-E 4 F7T7TNGS) CANO/77ON OF THE SEPAR47XGW SYSIZrM AND AL4KE ANY REPA/RS/1TEPUCEMENIs (?4" U4 APE & FT777Ai;ZV N J. 6.7 C c ® 75 85 P%x '4.74 SIA ZZ- U7FR4L A49N/ft?LO W/T/Y 24 " X 8" REDUCER /FOR INLET PIPE CONNECnOMJ 75.94' I 100.00' O.D) asitoR' 7w /7456eD sm O N 23• -1 1 ' -04" E Q4047F A SLICE 7a Cif Err ,S7A41'WY RY. 42W AV A ,&6W 7W aW UAF SUR/ REW TY, LLC 192 A'AULL l!? W AtW AL4 WIIESTFR, CT 050-00 70 7Wa!3r Or MY AAVWEMW AW 6EU9r 7AW AW Ls SZASM�if r CMW r TELEPH[7NE (86 )547--9152 AS Al97ID /4CBMW AW 7AW 57#ftrY AW AW 1AS a0V )9PJ9MRFD AV .4Wa% 1AtY M177142'7A% a9-%Z09-1 7AW R9-%V49-fin Ar MC AFMOUI 31W a` COWWWVMlr SWE A 3 - 2*M WAIL 5WOMW AM Sr.#%f'rs AW AMPS PRUPERTY O11�1/ER.• AV 7fA.'r SWE ar 6ai1WV7�f.7/T"AS LWX2?aW BY 71 C 6L7'i11Lr7A5ffAZVa4IXW Or LMV sMArciQ.s; AC Ir Ls A Arm L6C471aV PYiW B(2V aV A AWE REALTY, LL C ACa rr � 70 htlWMVM r A 275 NEW STATE RU4L7 A64NCHESMR,, CT 06040 1Al" TELEPHONE (960)647-9798 IAM*AW nAw- 7F Lam' AAtMV? CONSTRUCT A WALK/NG TRAIL FiPta{/ THE BUILDING' .4SSN. /NC. +Q D �01 ` PROPOOSEO CUL-OE-S4C TO THE PROPERTY ASSESSORS MAP 60 L/THE L iONNECTICUT Al2�"� E`CUL TL7E-SAC VOL 799 T P 259 f�v \ TRAIL CON77NU/NG /WV 7XAT POINT TO / 9 y ��G' l U L OCATEO AO RTE SO4gH OF THIS PROPERTY. S 2 3' - 31 ' -12 " W 7i'/E AC7U& LO'�4PON AND ROUT%NC OF Ih/E O 7R4/L SIOZZ BE OETERA//NEO AT THE T/A/E 353.12' _ L OT 2 OF CONS71PUC770N ANO /N ACCORQ4NCE - WITH THE A071OZ TOPOGRAPHY. _ RZ- BUFTE'R FROM/ - _ RESIDENnAL ZONE "CONST/TUT/ON ' ~ - 2.s' F LAND/NO " APPA10KIWATE ZOC-4170N OF ' �6 3 N / PRo,POSEO WALKING rRA/L TOWN OF SOUP/ NNOSOR - SEE LANDSCAPE PL4N - - FOR DETAIL �`� ` ASSESSORS MAP 47 N/F ______=-------_-N1 LOT >3 HALE REAL 7Y, LLC ,, 122 / Pg. 239 IDOL. 1094/PC.. 215 ,tik �� -____— _- 1� 1� /� 0 179-ss'-os" -- — WF Z 1OPEN SPAC4C 'L / / R 72:0.1 L� ��_ / �f / V / / La = 226.1 1' \ �� 3-1 • • W.F. \ `� 3- IA Lc 144.00' / _ _ _ - - -• ' _ - _ SrAi(ED GEOTEX77LE S/LT � \ r ,� / / EhrCl. BrOg. _ " FENCE 84RR/ER fOR PROPOSED , ' 1 ` i �, ~ S . 66' - 26' - 52 " E EROSION AND SED/4/ENT PROPOSED NEW RE OVAL .'� -----------=� S 19'-58 " !f' cOPNROOIMC V Du os r �f'£rLANOS CREA770N `\ \ 47j 69 18 lY/DE 58' E 137.44' 75, 00 r LI,1Ir OF. coNs7AucnoN N 19' - F 40' REGULATED AREA REV aRFRMINEO GRAYFL 58 - -76 F. .m AlAtiC ,4 s !Y F W. F. . _ 3-15 �'F )CAVV ff�E7ZANDS 'J STRIP 7�26 WF 87.28' f % 3 14 t-13 • W. F. W. F • W. F. 3-9• 1_ 3- W.F. ___ ' 3- • . _ - - - • Q57J 613 ` 3-27 -/- - �[ Y V Y Y'v� Y Y V V V �G'V`Y Y *r1rY v v y v v u _ W T -17 _ �D J , 3-5 © 1Gt�(i 1115 \ 3-1 . \8p nn�^-- xw-Kxw-K A kA n nnR 2 -� ` W i I w.F 1B' iHQE zr lYP - _ 1 ' �7 �t=_=-�-82 OPER4T/ON AND MNNTE/IG9NCE PLAN 0 1.�34 14�95 ` -2 kfz . �s' ---� i - Z- , 19'-58 =58" K' - _ - S 16'-24 =32 " E 1P - - J _ 76 15 > < 4 30. 11 ' 0 — --L — "�' r > < , FOR WATER QUALITY FACILITIES AND AWWCES' 145. - _ 2 \ -20 7 LIGHT OUIY 1 - -78 / i S 2,3•-31 - 12 " W W ZS �� /77/M/NOUS CDNCR Ic - - _ _ _ _ _ 6< - i W h h 111E OPER4T ON AND AWN7FWNCE OF THE 1Y.47FR t9a&17Y FAC/L/T7ES AND DE7�1E^ES ON THIS 15. 58 PAkE&ZNT , > < PROPERLY SMU GW4&M^E AS SOON AS THEIR 06W5 RUC770N /S GYWRU7F /l/E > �O I 0#NER116RfR4MR OF PVIS PM-IWY SMU BE RESPIONS/BLE -ZW THE /J/PLEM-AoUT/LW AND EXISTING 78' \� > - _ - - � _ ¢ 6MWZ1/NG G1OA aA4, F INTH THIS OPER47iW AND AMINTFS41VOE a 4N. 10, CLctP AR MtOSE7YER // A'092SEV W < W.F. I THE A41/NTEK4NCE Gig" THE MWER o9U&17Y FAC/L/77ES AND MWCES SKILL INCL UOE THE FOLLOWAIO CUL-L� .SIC �O /� .�i B/lUM/NODS r > �yF FASE.i/ENT T.F.=79.2f h //� AF �1-AWM r 3-2 FwflrA►G sTGw (riPJ , '" l45YTaQ PARK/hG ,AoJ�rr CON�'RETE r/ > 1-67 REL�A/A/ENDED A/EASURES AT THE STATED FREOUEMCIES.• WtF EMPLOYE L EGENIJ /N1!=s7.7.3 '� BY OTi56<1PS _� � CUR r 1-66 yf7L4NQS E�4SEMElVT • EXISTING IRGYV PIN ` (OS/IOR IZ 1 6 12 X4n4ata4P r > < 5 �-- 88� T` �._ mac- G'�/%Zc-D 70 DURING ACTNE ,0fWZOPA/ENT STAGES:' NTRANCE \ r 76.95 >• < O. �� / 19'-58 -58 E LOT .3 // CG1NSTiPLACT _. I3bP1YfNG ) r 76 06 � 0 IRON PIN TO BE SET M / 6W EXISTING SANITARY AIE"R - - - -� - > < 1 W F ALL FAGYL/TIE�' lF f 1PlY LAZE SEWFR a! REAIONF • 07 O PROPOSED MONUMENT EXISTING P/PE BEY�W SERl9CE ROPYJSED 78. 40 1- 68 AOMM W TH£ DEGREE OF ANY SFaA/ENT BUILD-UP AMD THE FUNCTIONING Gi- TH£ FACILITY Gw s9 00 N 66' - 28' - 48" W / %� 7mr aW�S 78 90 (fYP.J 78. Fo 77. 50 77. 30 r > DEYICE, AT LEAST WEFKL Y ANO DURING AND AFTER El'ERY AIKVR STORM fWNT. REA�iWF ® EXISTING SPOT GRADE VER M II NG` TF. =79 68 S lOCE` r r J SrZV1 J'CoW7 SEDIMENT DEFIOS/TS OR OTHER MREIGN OE9?,6 AS THEY OCCUR ",O/OR IF THEY TALBOT LANE wATFR A4UN 64.00' X�'n /;w.=6a. / O r , 7-F 47 PROPOSED SPOT GRADE _ _ EX/STING / 10 p' /r� h r > < /MFRfERE N'/TH THE PROOPER OIAERATXJN OF, OR fZOI�' TH/PIOUGh,' Th�E FAC/L?Y OR DEY1l^E. (F/K/A CONNECT/CUT AW -HUE- Ir.4RY SEJi2�R / NARY r / - - - - r , > < W F SE"D!'MENT REMOI�FO SFb4LL ETTHER BE /NCORI'bRATFO INTO INE EAR7t/l�t?RK B£/NG PERFORMED ON - - 400 - - - EXISTING CONTOUR SEN2rR i , 1- 69 • R! _ _ _ �- �� PHASE //� r r > < 80' RE6Y,QA7E0 AREA THE SITE AT THE PA0 OR aSFOSEO OF GAFF THE SITE. 400 PROPOSED CONTOUR 15 ��'� Anon �FU7URE r ; < FROM WATERCOURSE DUR/NG Tl/E L/FL' OF THE FAC/CITIES:• W.F - - - E 11?UCKE �G CONS7TlUC1\V rr r 1 > < W F �-T pp • WETLAND FLAG = _ _ r - - • - L IMIT OF FIELD DETERMINED WETL ANDS 2 ' - t - /r \ > • 1- PRtOPOSED EX/S77AV APPROXIU F END EX 0. 90 O 69 50 GAS AMIN /. P. a&P 00. UNDERGROUND OF EX/SPNO KA7FR AL4/N O O D i EXTENS/ON ELECTRIC �t - - - - R,40/U�`�ENT /� rl j < • W. F. PfR�gAfG4LL Y AS GI:W0T' REtaU/R�° TELEPHONE r 7-1 AG OAM5F I 7B. 1 r r >< 2O1 N/F SEPA2470R �yp, f n > < EXAMINE THE aWNNEL )W SELVM£NT BUILD-UP ANO S/L U TOM CAREFULL Y REMOW I r EMRME \ may INLET-71.10 /�� > < ANY SEDIMENT A006 S/7S' TO INSURE PROPER 0RUN46F IN THE D/7M #N/LE NOT >2> CONNECT/CUT 35 UNDERGR U O F' OUIZET=70.90 '1! 1 w F REVOMV OR a4ANGING ANY Or THE t�£GETATN£ GRbI�'7T/ /N 77IE DYTCN. ROOF ,ORAIMOF INFIL TROT/ON SYSTEY LAYOUT SCH0WA7/CS 7? 8" PROPOSdIl INIIU�STRl.IL ; 202 • LOT 5 AI FNI1E .4SSOC/ATES 76 ELEC7N/C /M!=71. 30 , _ �D a1/ 111E GISE- A� f3�lFFLWATID AGtS N-12®GL�41Pt'X'�471�7 i REM012r L7EBR/S, DEAD 1k70DY 12rGETAT/O,A; SNAGS ETC. iYf/iL''H AL4Y BLO:K OR /NTERFFRE hOW La�VSl7r P!'X n��!nEHE P1P1�3' ANO FITTInr� ors E1N.NL ASSESSORS MAP 60 78 PUILIIING 75. 9 < 'v . /NTH TINE FLOW 7HYRl000H THE DITCH. 15 CROS'.S' ILOOR �lRtf�! _ �G;.? 4. 'vCONST/TUT/ON ALL LW ' aMN'oOW'�l�J LOT 11 D _ ��14'.' 'exer - %B.B' •2� I-) AF RESEED/REPLANT ANYAREAS /N 6W ALONG THE SWALES WERE LFGETATNF OMER IS 1/OL 829 P 218 LANOSCAP/NG qrE � ) \\`� 77. 15 h �` 7 60 I • W. F LAND/NO SPARSE OR VAGiNT. / g Aw.=>rzevs �\ L ` < .. 00 20,3 ANNUALLY 90' B ( /CAL FOR FOR 4 RUNS RAD/US �� 1 < 1 0 I i� I MISCALLY INSPECT THE ENTIRE LENGTH OF THE QY70'H FOR EROSION, DEPRESSIONS, + ROMN7 MODS, LITTER 6W OTHER ENDENT UNarS/R ME CONDAIANS. REPAIR ANr OUR76 • os P-z\\`� L NO > '' < or EROSION MM40E, F/LL LEPRE.55YONS AND htxES, AND RE110W ANY L177FR AS 1 DOUBLE LATERAL AONIF O -� 1 \ < NECES54Rr REPLANT 94RE EX/S77NG' OR NEW SOIL AREAS. REMOYLF ALL 1ATAWME S•Y5•>F,i/ A (l C4L FOR 2 R777NG5) O �� \ / S 65'-Oy'- 8" E Z • W F. #WVr• 12rGETA170N W17HIN INC DITCH DOWN 70 GROUND LEYFL. t124 bX PIPE et FIMW^V C 204 .£6J C 760 ® �\ �� 16940" . \ • 6 .O N F C4L ELY�E L L�lP L b 74 95 DL / GyP4{�Z S7R1P ALA1Ob PARJI7M; AREA SINGLE LA72rR4L AIAN/POLO Li+� BULK FL C " R o LOT 3 % - �I `, o , HALE RLa4L 7Y, LLC R� r.�LLY AS 6VAV1l %T �uil� fY/7H 24 X B" REOL/cER I/ Z040/NG 7 .80 1 I VOL. 1099� PG. 215 ,fFOR INLET PIPE CONNEC7XJNJ 74 6j TRUCK L OT AREA = �� / MONITOR THE DEGREE OF ANY SEDIMENT 9111W-UP AM 7Nf FUNOMWING OF THZ r 7500 ' _ STAG/NG ¢ 47 7.23�3f An1 GRAYFL STRIP. REVOKE ANY NS/BLE S£DYMIN7 DEPOSITS WV/CH INIFRF£R£ #77H 7HE 0PER47A-W OF THE STRIP, AND RE41okE ANY FOREA^N DEBRIS OR LITTER FROM THE STRIP. SINGLE LAMR4L MAN/FOLD '¢ 315,126E S. F. V ,� 3 Ur4LY I • 205 ANN L P, #77H 24" A' 8" REDUCER ACO OR4/N® I .RDL ' W • \ 1 SYSTEM/ Q t124" ak PYPI<" ct f7771l1(:SJ 0 G4L FOR 5 RUNS /G4L PAID AAVAXE i r.F• =7JR..f• AW. -71.95 •o N 66'-48'-56" W 20.00' -EXISTING STRUCTURES r i NE2E3RSr4RY. r 1B" i 1 14' F/RE LANE W/GRASS CD12rR 73.60 `�\ , GR41Io 40 120 SIR/P N 23'-11'-04" E �� i • Rfv D47F OES'CRIP170N F. MESSIER & ASSOCIATES, Inc. 11- - ac o 0 270' Ar E m LF / ' 2d� SURVEYORS — ENGINEERS 2 11 27-L1� RENSE aMW, Ace OAER � PARCEL i4 At15 � AN! 6v r.F =7.� 15" Gw F,a�'P 1, F , 3 11-.T0•-00 Acn Px1 Fes/ aW s�Aie4 • A�,�o � MANCHESTER, CT. (860) 646-6013 Or NIF • 4f 12-12-G�'l ALk%97aW & AoL 9h9r.4 iYWS OSPREY ASSOC,G4TES & PUTNAM, CT. (8so) s28-11 1 5 o1-as-o1 Ano aQAaE's AMrvY--Lwn- PA�EMIi�M AW o/79R Ac%?A9" & Aom)"Ti w PD? ro#w T/&0THY FOa4WY PLANNING — SURVEY — DESIGN — CONSTRUCTION Rf" ASSESSORS MAIO 60 6 0$-01-01 D U 5 VZ-A qS LOT RA THROUGH 04 COPYRIGHT © 2000 OPO67WHIC SITE DEVELOPMENT PLA P R = _ D4TF MESS/ER & A.SSO�G' W,, INC.saw- ; 1 =40 Fr I�OL. 596 / PG: 59,3 SURW�s - �NEFRS PREPARED FOR.- L ms 00Z. 712 / PG. 61 7HE5E OR AAA ARE THfrE PROPERTY 7Y � 0 5XUY )cW SURti'Yt�R AND hNIF BEEN PREPARE7) SPEC/F,'CALLY FOR f LjQA/y�y ' Q4S '/ ,/ /� 7HE OWNER fO4 TENS PRWECT AT IHLS S77E; AND ARE CARLA S PASTA �� • RFN Y OL . 1017 / 0 . 2J8 NOT R7 BE USED FOR ANY OTHER PURPME, LOC.47XJM �t tZ[ � 4 a' s ,OOR W?VO#WER WITHOUT JYR/77EN LY1AfS£M OF THE ENC/YIFEER/ R. LOT .3 "CONSTITUTION LANDING " NO OECLARA776W /S EXPRESSED O4 IMPLIED UNLESS rhn P14gIECT A(OC 00- 158 PLAN BARS lA#' EAWSSE0 SEAL OF THE LAND ARWY R TALBOT LANE AAn/OR PROFF� ENGINEER WA -)SF SIGM7UR£ ROBERT R. MESSIER RAYMOND F. NELSON, JR. �1 APPEARS HEREON. SOUTH 011MOSOR, CONNECT/CUT L.S. #12056 P.E. #Os� '�"' '�'� EX1S77A10 S4W CL/T AND SEAL ✓GYNT PAk A/ENT #77H TACK a14T M 04.01 ----- -------- 1" (a-,W-AC7FOJ CLASS 2 B17UANAfi1GlS�- •° •• i .' --- 7" (G>;N4/PAC7FOJ GY.1M^BETE SURRFFACE- LOIA+P.SE (GiP AW7LX/ P -� 7R4Af r•K EX/S77A49 /F 6REA7FRJ Al 04 84 SE - A/.05.01 6-(CYJ A40)M ."ES5'ED 6R4kfZ S164SE OLER 6Y.II/PA0F0 SUBCRADE (7MWhl 84CK /Zo A/.O? - ORACLE B (1GYP RAVCESSED 7R40RO0,V A�7ES• 1. ALL S4W CUT A/VO SEALED 7REA/GH Ar/D715� APPROkFO B4CA'F/LL PUCM VARIES AND GY.U/PACTEO ILV 12" DYERS ✓GYMS 7D BE E/777ER PARALLEZ tIOR I I #VN,, GYP PERPENaVVLAR rO, 771E CEN)ERL/NE OF 7H�E- PIPE. ,SSE TYPICAL NO STGWE LARGER 7A(41V -T 7RE7VCH SEC77niV 2. ALL A&IERXS ARE TO MEET FORD/ 9144 AS AMENDED ,rfM- PORARY PAWAAENT REPAIR DETAIL (AVr rO sCaLE) > " CLASS // B/7UM/AVaS ONORE7F /i "/NG COURSE ER CT D.O.T. F0?M 81444, EC716W M.04.OJ 1/2" CLASS / B/7UM1M7US OAVRf7E AVADER CWRSE ER CT D.O.T. FORM 814K EC776W A104.05 " INWZ3SE17 A00,W :4TE a4SE ER 0,r.0. O. T. FORM 6144, E0776W M.05.41 2" S118B4SE -WRAC)ZrO APPRn4£D 511615'R40E STAAOM0 PAI/EA,IENT SECT/ON (ter IV saw -I) NOTES.• K'HE/PE INC PAkF&ZNT GRADES ARE K'/TH/N 2 /FZ7 OF THE #A' IWR TABLE, A 10 LAYER OF J/B" STONE SHALL 9E PLACED BENEATH THE PAIkEMENT SECTION (M7T TO MVE) PLANT #7711 ffZb 70 ER M/X 14' PROPoS£D P RN/SHEO I --I • 1 / 4" M/AyAt/UM 6rIUP4C7F0 LIEP7H OF R1nSOIL LCbiM, FERRZIZE, SEED & MLKCH 8 °ee a >O M/N/A�UM CGI/PACIED 8 �� °° '�"�r a� OfP7JOF BANK RUN GRAl2�Z .. yr C0A/PAC7E0 SUB -BASE" GRAVEL FIRE LANE CROSS SECT/ON (Nor 70 SC&E) ExrsnNG S4W CUT AW SEAL "NT PAVEMENTS TACK LYt4T M 04O> - - 1 " 6W 1 1/1 " (COWSACIL�U) « . '• ` 2" OR 1 1/2" (GY.iI/PAC7FOJ 1,1 CUSS 2 B/TUA//NOl/S 6VACRE7F SURFACE GYX/RSE (OR Al47ZY�' CLASS 1 2 B/7UM/M'IL.CS EXLSAAh,; /F GREATER) CONCRETE BVAD61- P 6WAU 9E (OR A1476W EX/SnA49, /F GREATER) 0..04 o 6" (6WRAC7FOJ PRYx'E35'E0 7RAA9XA' 84SE - 0..05. 01 120 12 6" (C6WSA07F0J PRInESSED GRAVEL 7REA10I A17D7N A497FS• SLIR 4SE OV£/P 6WPA0T£O SUBCRADE (TRENCH 84CKFILL) W O2-OR4a4WN B VAR/ES 1. ALL SAN' 007 AND SEALED (OR Pfin^-, SSZV TRAPRtxKJ ✓OIN75 70 AW E/7NER PARALLEL I SEE nYPIL^AL lNTH, GYP PERPENaVL1LAR TO, 7)?0NCH SEC 7HE CEN7E/PLAVE OF 7HYE P/PE. I2. ALL AL47FRWS ARE 70 MEET FORM 81.4K AS AMENDED PERtWNENT PA WA -NT REPAIR DETAIL (MST rO SOVF,) 1/2" PREFORMED 15'-0" BITUMINOUS EXPANSION JOINT MATERIAL 5'-0- -•-� 5'-0- 5'-0" TOOLED JOINT (DEPTH = PLAN 1/4 OF SIDEWALK DEPTH) 3" (TYPICAL) 4'-0' _ CLASS "A" CONCRETE 1 BROOM 1/4'/FT SLOPE TO FINISH DRIVEWAY OR PARKING AREA y O .�•O . 12" COMPACTED .�,p. •o . RAVEL BASE b': t/ a•' 40, 4'-6" TI N NOTES: 1. RECONSTRUCT PRIVATE WALKS TO THEIR EXISTING WIDTHS. 2. AT THE END OF THE DAILY POUR OF CONCRETE, METAL DOWELS ARE TO BE INSERTED IN THE LAST SLAB FOR THE EXTENSION OF THE SIDEWALK. 6W"776W REOU/REMEA?S FOR PAVEMENT SUBB4S'E S/EYE SIZE PER00V7' PASS/Ai9 loo 50-100 No. 4 25-100 71YE 42UC770N PASS/AV /7/F No. 4 S/EW SHALL 10kF LESS 7H14N 10X PA5S/A1' 77�E No. " S/EVE TYPICAL CONCRETE SIAOZVALK (AM 70 . ) TOPSOIL FZ4 GRADE IFR77LIZE, AND SEED R40/US ,W'0H/NE-FA4ME0 B/TUM/NOL/S' CONCRETE 4 lk • eT •I. • a • • .. B/NUM/NY�US CONCRETE`' SURFACE CGY/RSEa :: A 84SE B/1WA,1/NOUS CURB/NG SECT/ON BLUE B40KGR SYMBOL A/ LETTER/N[ f7N/SHED GR40E 840rRZL (MwT TO .Si^w G4LYAN/ZCP OR GREEN S4AZV EN4MEL 12 C4 EEL S7ANa4RO U-CHANNEL POST OR EOUANALENT 00A2'RE7E " e B4SE (02" So,) 11AND/C4PPE0 PARKING SIGN (Avr 717 .SALE) RESIDENCE 17ME IN SAALE = 1? MINUTES M/N/MUM FLOW IELOI^/TY = 1.5 FT./SEC. AIsLY/MUM \ AoRTH AMER/CAN oRaA10 auo PERM4NENT 7URF REINFORCEMENT 12" ANN/MUM LfP7N OF cr �� PREPARED 7ORSGYL SEEDBED JOX OF V47L LIME AMENDED W/72V AN ORWWIL^ C12MP0N0AT SUBSOIL GRASS SHALE CROSS SECTION DETAIL Am 7D SALE) PAVEMENT 18" GRASS 000o O°O°O •. 0000 v 000 00° N;°o°o° i LAYER OF GE07EMLE o o o 0 NO. 4 STONE PER 0 0-0-0 0°00000000 000000000 1' CONNEC77CUT D.O.T. 00 FORM 814A M..01.01 00°0°0°0°0 GE07FAT1LE LINING 00°0°0°0°0 ON SIDES d E7077'OM 0000000000 OF TRENCH 000000 0000 -"-- NATURAL S4NDY SOIL GRGfZ STRIP DETAIL (AVr 70 sr&E) "I/Sr 70 GRADE N1771 COURSES OF CMV BRJCK OR CroW GRWMAV R/A42S' (SEE AVIY 1,) AL4NIKX E S7FP (SEE STAVD4RD M7A/LJ 1;2:J, 6W 4' RLSER p SE077ai/ AS' REOWIREO FOR LIETA/L.S SEE * �' EZASr0A&l?RIC L:Y RZ1AoG ANO FLEX/ME AL4N1rE7LE SLEEP£ J14 La SEE 6xsr IRM Akwol E F9UAAF & COkER LIETA& VAR/ES 6" TO 12" .Sff ✓42W LLc7A/L (BELOW) B/77/A" S71V a' uw L34MP PROO17AK CLASS it " 06WCRE7F OR hWVA' ? a nav i AWSCWRY SELF-CLEAN/AV /ANEPT - OLASS A " GOACRETE . h i - 3/4' L#rY.M'EN mIH4t or ELL'VAT/ON 2 DEGREES MAX, COLD APPLIED BITUMINOUS NOTES, ROUND RUBBER SEALER 1. TOP STEP TO BE A MAXIMUM OF 12' GASKET JOINT BELOW TOP OF MANHOLE FRAME & SPIG & REW/R4 F41F. COVER ELEVATION. ✓DINT 2. IF TOTAL DEPTH I;S TEN FEET OR GREATER, GASKET CERTIFICATION OF HS-20 LOAD BEARING ✓DINT CAPACITY SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL PRI❑R TO INSTALLATION. 3. SEE MISCELLANE❑US MANHOLE DETAILS SHEET, SE`YER MANHOLE DETAIL (MST 71� ,SALE) LAVN / STREETS / CROSS-CQDiTRY PAVED ARE TOPSOIL L SOD OR SEED 7 4� •tjJ APPROVED (WtAN1LAR ION- ORGMUC BACITILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (11) CKW LIFTS. WARNING TAPE PER CIM GENERAL STATUTE SECTD7i 16-345, AS MENDED, PLACED 0 ONIw TO 24' INAXJ ABOVE TOP OF PIPE. -SAND XLANO T PIPE, AS SPECIFIED -3/4' BROKEN TRAPROCK 112 1 A PIPE ; FILTER FABRIC: 6'LMIL O.D. P SECTION L SEE STANDARD DETAIL FOR CLAY STOPS VHERE NECESSARY PCs VI-46 2. FILTER FABRIC SlKL X NONWOVEN CLASS 2, VITH PERMITTIVITY OF 05 TO 01 SECI AND AOS EF 0.43 mn TO CA-2m AND SHALL MEET AASKM M288-% PIPE - IN G ROIJ ND VATER SE;YER TRENCH DETAIL (Nor TO sr,.q-E) PRECAST CONCRE7F GREASE INTERCEPTOR X�CAS nGHT M44NHOYE FRAME AND COIER DCSIGNED FOR H-20 TRAFFIC LOADING 20' MIN/MUM OAMETER CLFANOUT WIL HCL anp INLET L s'-7 112' — PLAN VIEW • .A a . •• p�ll��Ij ill,, _ _ _I,I�,i_ii•® s' MET LINK -SEAL AT PIPE PENETR4TIONS STO 401, c4PAC/7Y GREASE 67J GALLOWS SLUDGE JCi7 C.4LLOWS PRECAST ANIIOLE SEC770NS OR EQUAL LINK -.SEAL AT P/PE JoENEmnpYS PRE -CA ST GREASE /NTEJPOEIra? UNIT h GR4W4^L BED °o°o°e•o°o o°o o°o o°o a°o o°o o e o°o o°o o°o o°o°e e e o e o e o o e °o°o°o e e •,e o o —84SE MATE RY4C COMPACTED 4o°owe°o°o°oYo4oee2eEo�oge$o�o�o�e°iso�o:o:e�o�o�e:ono:eeese��:'o:�:esu:a�e.00_ve:o�gsesesaeuve:� TO 98X A44r DRY DENSITY asr ow aLr W/. CY�/T a WATER '` LEVEL s 04ST IRON W/CLE4 OUT PLUG 6- CONCRETE PIPE WALL SUPPORTOINDING PIPE h SUPPORT 8" SLEEVE OR fORMED BLOCKOUT j SECTION VIEW GENERAL NOTES 1. 1H£ 1NTERe-proR cmAom-R SKILL BE PRECAST. THE A"vil ACTURER SHALL FURNISH mTAYL£D STAMPED DESIGN DRAWINGS SHOWING 711E R£7NFb OXV S7FEL, CGWCREW 90DUN, SMCR RAL MEMBERS, AND MWHOLE ASSEMBLIES THE INTERCEPTOR SHALL BE RATED FOR H-20 L04DYNO 2. 771E PREGIST WERCEP7OIR SHAU 8E WA7FRTIGHT ALL FEWM77 NS SKILL BE AS MWUFACRIR£O SY LINK SELL, OR EOLAIL. 3. OREASE IRAPS SKILL BE ACCESSIBLE FOR INSP£CnQN AND ALUN/FNANCE NO STRUCTURES SKILL BE CONSIRYK'IFD LYRMY UPON CR ABOVE 7HE CREASE INTERCEPTOR ACCESS LOCAnONS 4. B4CKRLL AROUND THE GREASE TRIP SHALL BE PLACED 11V SUCH A A64NN£R AS TO PREWNT 04A1440£ TO THE TANK. GREASE SEPARATOR DETAIL (NOr 7b S"X) 1 M2 Nam' L171a a• QWMY:V Ablim (1) Commte strength f'c 4,OW PSI O 28 days DensiYy 150 POF, (2) Cemen4 Podlond Type / or NI per A57M C150-81. (J) Admirt"A air & plasticizers per A57AI C2-3-82- (4) Air entroinmerat 5X - 7X. 1D" RERO4�RS -T -0" (AHN.) LOA 19 /5 RE84R a%fw FLUSH #r171 rop OF CURB AND INTO 7ALF PAVFA&AT at UNZFRZ YM SOIL SEC7A9N X OR J5' rO ALWCEN7 CL/RB 1.9EE SHEET 4 � JT14 % a7W/V HGYES FOR AV \ RE,94R 6 lew CURB LAYiyi/T AND SX'ACIAV I I I I I I I I I I I I I I I I I I I I I I I i t I i 1 1 I I I I i I I I i i i t I I 1 I 11 I► I I I I 1 1 I I I 1_ MIN. PLAN NEW 6= " /5 REt?4iP SLOPED SIDE EZEYA7XIN 6' STANDARD S/NGLE S/DE PARKNG CURB DETAIL (Awr 70 sr-&4) EXPANS/ON 7 5/8" i 101NT • n• ° • . . , .a• ,a. ° FLOOR • , • • SLAB a • 7S 8" °• •4 a a 00 / • ° i ' 14 . a ° 4 a a CONCRETE CHANNEL CASING I F ACO F6200 OETAIL (Wr 70 SCALE) U 915 EA FILTER F 1 A11N. 2'-11.67" N-120 FAMIC4TE0 90" ANGLE �14N/FOLD (Abr 70 srw_o 3'-7.54"� N-120 FABRICATED S/NGLE MAN/FOLD (wr 7i7 sr".) N-12 ® FABR/C4TE0 DOUBLE MAN/FOLD (AVT rO Sr",) PERFORATED 91761A/1NOUS CONCRETE HOPED, ADS PAVEMENT AND 94SE N-12 OR FA9RI54TE0 TRIPLE MANIFOLD (M7T 70 sr�ILE) �— 4 /NCH A011NIM11M DEPTH CLASS -T OR II M4TEi 4Z PER ASTM 02321, OF CLASS -T OR I7 COMPACTED 1N U4,111/MUM 8 INCH L DOSE AIATERL4L BEDDING L11TS TO 95X M/N/MUM OF M44/MUM SRO- P/PE NOMINAL INSTALL COMPLETEL Y AROUND AND BE7WEEN Z2m&Z TZ-R M/N/MUM X S PIPES TO THE LIMITS /ND/C4TE0 12 0, 69 1,10 15 068 A 07 18 0.74 A 19 24 0.84 1.57 Jo 1.50 2.23 J5 1.50 2.09 A RrtoW, SLAY REALTY, LLC 19? /Y/b(PLLNq�D kL740 AM/ 11tS)ZW, Cr O 41V TELA't7°1�y(GWE �BNso)647 91M I mOcrMy OWDR.• fiWLE REALTY, LLC 275 NEW STALE AO1WII STER, CT 01604�0 TELAE?�i+L�YI/E �860J6•f7-97.5t8 17YPIC4L INFIL TRAT/ON SYSTEM CROSS SECT/ON /NSTALLAT/ON DETAIL (MST ro sr",) BAYSAVER MAINTENANCE BAYSAVER SYSTEMS MUST BE INSPECTED AND MAINTAINED PERIODICALLY, INSPECTION IS MADE BY CHECKING THE DEPTH OF SEDIMENT IN EACH MANHOLE WITH A GRADE STICK OR SIMILAR DEVICE. MAINTENANCE IS REQUIRED WHEN THE SEDIMENT DEPTH IN EITHER MANHOLE EXCEEDS 2 FEET. MINIMUM INSPECTION IS REQUIRED TWICE A YEAR TO MAINTAIN OPERATION AND FUNCTION OF BAYSAVER, MAINTENANCE CONSISTS OF THE FOLLOWING, A. CONTAMINANT STORAGE MANHOLE 1. REMOVE THE ENTIRE VOLUME OF THE CONTAMINATED WATER BY VACUUM TRUCK. 2, CLEAN. THE MANHOLE WALLS AND FLUSH OUT THE MANHOLE USING A HIGH PRESSURE HOSE AND REMOVE FLUSHING WATER BY VACUUM TRUCK. MAKE CERTAIN MANHOLE IS CLEAN, B. PRIMARY SEPARATION MANHOLE 1. USING A SUBMERSIBLE PUMP, PUMP THE CLEAN WATER FROM THE CENTER OF THE MANHOLE DIRECTLY INTO THE EMPTY STORAGE MANHOLE UNTIL THE WATER LEVEL FALLS TO 1 FOOT ABOVE THE SEDIMENT LAYER, 2. REMOVE THE SETTLED SEDIMENT AND REMAINING WATER BY VACUUM TRUCK. 3, CLEAN THE MANHOLE WALLS AND FLUSH OUT THE MANHOLE USING A HIGH PRESSURE HOSE AND REMOVE FLUSHING WATER BY VACUUM TRUCK. MAKE CERTAIN MANHOLE IS CLEAN. 4. CONTAMINATED MATERIAL REMOVED FROM THE MANHOLES MUST BE DISPOSED OF RESPONSIBLY AND LEGALLY BY THE OPERATOR OF THE VACUUM TRUCK, 3/4' MINUS S FLOWABLE FILL SEPARAT PRIMARY MANHOLE STORAGE MANHOLE B4K5;4kZR ®, INC. SEPA)e4AON SYSTEA,1 SECT/ON A4 0 30' HEAVY DUTY MANHOLE FRAME AND VENTED COVER ANCHORED SECURELY IN PLACE -OUTLET PIPE AA HDPE REDUCER/ADAPTER (SEE DETAIL THIS SHEET) -BAYSAVER SEPARATOR UNIT FERNCO COUPLER WITH SHEAR RING SEE DETAIL THIS SHEET BAYSAVER INSTALLATION INSTRUCTIONS 1. CALL UTILITY LOCATOR TO MAKE CERTAIN IT IS SAFE TO EXCAVATE. 2. STAKE OUT THE LOCATION OF THE PRIMARY AND STORAGE STRUCTURES AND EXCAVATE THE HOLE. SLOPES MYST BE LAID BACK OR SHORED AS REQUIRED. EXCAVATION MUST PROVIDE ru r- u TE Nrv.r_ f U LIL VL41 1 Lm-r- T AND LUU I LE 1 PI1'LS T u SEPARATOR MANHOLE AND THE BAYSAVER UNIT. INSTALL STRUCTURES ON SOLID SUBGRADE AS DIRECTED BY A GEOTECHNICAL ENGINEER. a VERIFY THE SUBGRADE ELEVATION AGAINST THE MANHOLE DIMENSIONS AND CONNECTING STORM DRAIN INVERTS. ADJUST BASE AGGREGATE IF NECESSARY 4. INSTALL PRIMARY AND STORAGE MANHOLES. MAKE SURE THE BASES ARE LEVEL AND THE STORAGE MANHOLE OPENINGS ARE ALIGNED WITH THE SEPARATOR UNIT. INSTALL RUBBER GASKETS ON BASE UNITS AND COAT WITH LUBRICATING GREASE. INSTALL ADD111❑NAL MANHOLE SECTIONS AS REQUIRED. 5. SEAL ALL LIFT HOLES ACCORDING TO APPLICABLE REGULATIONS. 6. BACKFILL BASE SECTIONS 13F MANHOLES TO INVERT OF STORAGE MANHOLE CONNECTING PIPES. USING APPROVED BACKFILL MATERIAL, BACKFILL AND COMPACT IN LIFTS WHICH ALLOW FOR ACCEPTABLE COMPACTION. BACKFILL AND COMPACTION SHOULD BE SUPERVISED BY A GEOTECHNICAL ENGINEER, AND IS CRITICAL TO PREVENT FAILURE OF THE SYSTEM. 7. INSTALL BAYSAVER SEPARATOR UNIT AND CCTING PIPES. SEAL ALL CONNECTING JOINTS AND INSTALL REDUCER OR REDUCER/ADAPTER. PROVIDE TEMPORARY SUPPORTS AND HOLD-DOWNS AS NECESSARY TO STABILIZE UNIT DURING REMAINING BACKFILL OPERATION. 8. BACKFILL SEPARATOR UNIT AND MANHOLES. AREAS NOT ACCESSIBLE TO COMPACTION EQUIPMENT MUST BE BACKFILLED WITH 3/4' MINUS STONE OR FLOWABLE FILL. CONCRETE BACKFILL IS NOT ACCEPTABLE. STONE BACKFILL MYST BE PLACED CAREFULLY TO PROVIDE SUITABLE BEDDING FOR THE BASAVER UNIT AND CONNECTION PIPES. BACKFILL COMPACTION SHOULD BE SUPERVISED BY A GEOTECHNICAL ENGINEER. ELEVATION U 9. INSTALL AND SET MANHOLE COVER GRADE ADJUSTMENTS AS NECESSARY. 10. INSTALL AND SET MANHOLE FRAME AND COVER UNITS. 11. FILL STRUCTURES WITH WATER. 12. THE SEPARATION MANHOLE AND THE STORAGE MANHOLE SHALL BE CLEANED WHEN SEDIMENT CONTROL MEASURES ARE REMOVED AND THE SITE IS PERMANENTLY STABILIZED. SEDIMENT AND DEBRIS MUST BE DISPOSED OF PROPERLY. CONTAMINANT STORAGE MANHOLE PRECAST CONCRETE STRUCTURE WITH WATERTIGHT JOINTS TO THE TOP OF THE MANHOLE E PRIMARY SEPARATION MANHOLE _PRECAST CONCRETE STRUCTURE WITH WATERTIGHT JOINTS TO THE TOP OF THE MANHOLE PIPE X 94Y57,4kER ®, INC. SEPARATION SK51rf& PLAN OlfW A NON -SHRINK I INVERT AT Y 30' HEAVY DUTY MANHOLE RAME AND VENTED COVER ANCHORED SECURELY IN PLACE TERTIGHT CONNECTION MEET ASTM C-923 PRIMARY MANHOLE 84Y54110R ®, INC. SEPARATION S)'5TEA1 SECT/ON BB BAYSAVER SYSTEM DIMENSIONS DESCRIPTION 1K SYSTEM 3K SYSTEM 5K SYSTEM SEPARATOR MANHOLE DIMENSIONS A PRIMARY MANHOLE DIAMETER 48' 60' 1 72' n D I &A AK.. Inl r TrnTl } nr} ni n} tT} rT 11M11HOLL DEPTH H BELOW OUTLET LE I • Sf - U- . • 8' - U- n/ n• 0 - v C MINIMUM FLUID DEPTH 8' - 3' 8' - 4 1/2' 8' - 6' STANDARD SEPARATOR UNIT DIMENSIONS D SEPARATOR UNIT ID 24' 36' 48' E SEPARATOR UNIT LENGTH 60' 79' 76' F BYPASS PLATE LENGTH 34' 40.5" 44' G WEIR/BYPASS PLATE THICKNESS 1/2' 3/4" 3/4' H ELBOW AND CONNECTING PIPE ❑D 7.125' 10.75' 12.75' I ELBOW LENGTH 48' 48' 48' J WEIR HEIGHT ABOVE INVERT 3' 4' 6' K BYPASS PLATE HEIGHT ABOVE INVERT 12' 18, 24' L WIDTH OF WEIR AT BASE 3' 4 1/2' 6' M OUTLET PIPE DIAMETER M M M N ELBOW INVERT HEIGHT ABOVE UNIT INVERT 4 1/2' 7 1/2' 11' 0 ELBOW PIPE OVERHANG 12' 18' 24' STORAGE MANHOLE DIMENSIONS P STORAGE MANHOLE DIAMETER 48' 60' 72' Q MANHOLE DEPTH BELOW INLET/OUTLET 48' 48' 48' R FLUID DEPTH 8' - 0' 8' - 0' 8' - 0' S TOTAL STORAGE VOLUME 200 CF 300 CF 450 CF SYSTEM DIMENSIONS AND ELEVATIONS T SEPARATOR MANHOLE COVER ELEVATION T T T U STORAGE MANHOLE COVER ELEVATION U U U V SEPARATOR MANHOLE FLOOR ELEVATION V V V W STORAGE MANHOLE FLOOR ELEVATION W W W X INLET PIPE ID AND MATERIAL X1 X2 X1 X2 X1 X2 Y INLET PIPE INVERT Y1 Y2 Y1 Y2 Y1 Y2 Z SEPARATOR UNIT INVERT Z Z Z AA OUTLET PIPE ID AND MATERIAL AA AA AA AB AC ELBOW INVERT ELEVATION CONNECTING PIPE INVERT ELEVATION AB AC AB AC AB AC AD CONNECTION PIPE SPACING 20' 24' 24' AE STORAGE MANHOLE SIDE OFFSET 72 f 6' 72 t 6' 72 t 6' AF STORAGE MANHOLE DOWNSTREAM OFFSET 23' 31' 25' E REDUCER/ADAPTER SYSTEM PIPE DETAIL THIS SHEET) Baysaver Baysaver Maximum Maximum Impervious Separator Manhole Sizes Treatment. Treatment Area Unit (prim. x stor.) (cfs)*1 (gpm)*1 (acres) 1 K Baysaver 48x48 2.4 1076 1.2 Separator 48x50 2.4 1076 1.4 48x72 2.4 1076 1.6 60x6O 2.4 1076. 1.5 FABRICATION NOTES, 1. SEPARATOR UNIT SHALL BE CONSTRUCTED ENTIRELY OF HIGH DENSITY POLYETHYLENE. HWC MAT ERIAL SHALL BE CARBON -BLACKED TO PROVIDE UV RESISTANCE, 2. ALL JOINTS SHALL BE WELDED BY EXTRUSION WELDING OR BUTT -FUSION WELDING. BUTT -FUSED JOINTS SHALL BE REINFORCED BY AN EXTRUDED BEAD AROUND THE FUSION AREA. 3. SOLID WALL HDPE PIPE SHALL BE SDR-26. 4. HDPE PLATE SHALL BE 1/2' THICKNESS, 3/4' HD PLA OUTLET PIPE 24' CORRUGA' HDPE P GASKETED COLLA (FROM HDPE MANUFACTURER) 6.577' ID END SECTION SILT -TIGHT COLLAR SHELL PIPE SECTION AA HDPE-HDPE REDUCER DETAIL FOR USE WITH HDPE OUTLET PIPES NOT TO SCALE A09 /.- SURl ArX lY, UC 192 ffAMMVW ~ AlMOW37M,, CT 06040 AhWEWI OiI/fG!>i.' 1AIC gun; uC 275 Ni'lli' SPIF ~ AIMO S)TR, Cr 06040 rz2� �aso�sr� R/w Jp COLLAR URER) ra' HDPE STORM WATER PIPE TO STORAGE MANHOLE BAYSAVERO , INC. iK SEPARATOR UNIT 6.577' ID LONGITUDINAL SECTION HDPE CONNECTION PIPES FOR CONNECTION TO STORAGE MANHOLE NOT TO SCALE 24' CORRUGA HDPE P GASKETEI (FROM HDPE MANUFACTURER) QAY,54PER ®, INC. 1I( SEPARATOR UNIT NOTES & DETAILS (Avr m sr,V49 HDPE VATE RON MM 1JTLET PIPE r FERNCO FITTING DETAIL (NOT TO SCALE) FERNCO PART M 1055-66 SHEAR RING PART M SR-27 RCP OUTLE PIP HDPE SHELL 3/4' P MICK AND MORTAR JOIMT RCP OU r x� SECTION AA REDUCER/ADAPTER DETAIL FOR USE WITH OUTLET PIPES OTHER THAN HDPE NOT TO SCALE IDPE CLEAN LATER PIPE UTLET PIPE IM STORAGE MANHOLE 'E STORM TER PIPE STORAGE IANHOLE GENERAL CONSTRUCTION NOTES 1. ALL WORK MUST BE DONE WITH REGARD FOR THE SAFETY OF THE CONSTRUCTION CREW" 2. ALL WORK AND MATERIALS MUST COMPLY WITH APPLICABLE STATE AND LOCAL REGULATIONS. 3. KNOW THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES BEFORE EXCAVATION BEGINS. NOTE:' BAYSAVERS ARE TO BE INSTALLED WITH THE STORM DRAIN SYSTEM AND WILL FUNCTION AS SECONDARY SEDIMENT CONTROL DEVICES. UPON COMPLETION OF SITE STABILIZATION, EACH BAYSAVER SYSTEM SHALL BE FLUSHED CLEAN & THE MANHOLES CLEANED OUT AND REFILLED WITH CLEAN WATER. (Anr 70 Sq"' (hnr Tn .sratE� 1 . --- 7 i rtl J _ 3 \. r � i'7. l - t 5. .,• o r..: ... .. .. .. ."�5.. �^`'F. _lk. 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(-r'i4...• '1 .7 i; 3#� s+sla.•aoi ti.'".�pPiS*4i ; MIA,.."Y`�--•Mter ACRUS/ON AND SED/MENT CONTiQOL SEQUENCE & INSPECT/ON CHECf(L/ST FOR LOT DEYEL OPM -NT P WECT AWME' Carla's Pasha PAUIrrCT L6r4776W- Lot .i V&7sU1,v6on Land/ng, Talbot Lane, South Ninoswn CT P WECT AFSCR%P77OW.• ConstruC&O of a -Of6,-W square foot h7d11Sb?&/ building and associated NY$ dew/opines 1 ine/udhg RM*ing, storm drr�inoge focrlit/es, ut IMS installation and /ondscvping So// nWMWl, MAN and/or qlVdlV will be perfumed /r1 association wiYh the propasbd dew/opment. 1?7TAL PARCEz AREA• E3'71A07ED SUR17 V a47E ES'17ANIED 6WRE MW a47F.- ERt25'rM AND SD7/MOVT 6VAq)FaC PLAN PREPARED e>:4 7.2if acres Mid �/une, 2001 To Be Dbtaym/ned Ser37/o Squatr/to 2754 Pmgrws DYiw A001Mhetster, CT 05040 Te,�epharle (860J 54 5--2770 Aless/irr et A %wCAates, Inc. 288 Main SYrest A/alWhOSte,, CT OAD40 Rayrraond F. Nelson, ✓r, P.E. TeAtA0aw (860J646--601.3 I►/./hi/. WIt♦1. / /I. a4< "*-2, A I WA / r . r 414SA 'r , NONE "r+r JI : r- -r r / •Ji -r J/ I ' J" r r / -.-. 71,K fig;- r - r P W 4M +-/ LCC4 D1E3G'R%P77(GW L?47E 61F ,�(d?DWA4;'E IN17MS 6F RESPoNS/BLE PE>PSON SE7YMDVT BORERS /ASPECT RE'6Y/LARL Y ",0 DURIA49 AND A17ER RAIN STOWS REPAIR OW RD°UCE A5' RZ-a11RL0 REAII W ACL^UMUUTEO SaYME7VT ANO AfZWS DV77RE" S/TF AN/NTA/N 7EMP~Y kFO-67A77YF ",0 0171ER MEASURES AS REOU/RED AN/NTA/N ALL PERA4WEWZY SUML1_7ED AREAS UNT7Z SECURE" PROvECT DATES Al&r -ffzq L F D747E" OF 6341aUW19W KN0 F6W P4WE67 M7F AF" 7F&Pr.WARY STi46 UZW7AN LN7F 61F' f7AWL SUM17A770N EROSION ANO SED/MENT CONMOL PLAN AND CONSTRUCT/ON SEQUENCE 1. THE PhOMSEO GiF)ROPME7VT ON THIS RAVRERTY WZ /AMI-laC 6YWS7AW7%IN Or A NEW /NblUS)R& BU/LOW9 AND A551KL47EO S/7F LiW 6WWAT, INCLULWA4; PAYED PARKIIW AAO TRUCK 6)99UTXYV AREAS, S76WM a2W1441;E FAC/L/IIES; ZIPLI17EN /NSULLATi6W, AND LANVM4PYAV THE #VWK MU /ANgCW REA*VVA4 bE7VS/17ON ANO RE"6yPita W OF SOW OW 771E .97E 2. OUA%A16 THE fWALF PERIU9 OF #VW OW THE -97E, WNICUUR ACCESS ",0 EGRESS 70 THE #VAW AREA .SljWLL 6E BY THE PAVP0SED D14YYEWMv LOk;4770WS EN)77P1/VG 771E S/IF FMW rALW r LANE. ,3. PRGW AO ANY CANS7RIifG"77OW A071WY CMAIEWING ON 771E S/TF, A STAKED 6EOMIMF SYLT )rDW2F SIM01 V7' B*WER SKWLL 6E INSTALLED 6ONWV- 6)?4bYDVT OFANO .S7.IP14Fx/ OIN19 THE lfVW ARE4 ANO AN M/17-77Q CMIAG RAO coNS7Rw77LW EN7RAM^E SfNLL 6E INSTALLED AT THE P1410ROSED ORNEN'4r L0C4WAo5' 1NW TALWr LANE; AS SfI W OW 771E bM#YA4; 4 IN GENERA4 AOW-cv N AND SMAIDW CY.W7)Fa MEASURES AND C2aNS17PtV770N PPACMiN SYNLL 6E AS AF3 AMW HEREIN ANO/OW ShVMV OW 771E /.3� 4 A4r5; AND AS fUR7WDP DIETAILED IN 171E NEC77E &T GUIMINES F6W FAV-9OW AND MUMEW 6nV7;?a.; RENSED 1984 AND AMENOMDWS, AS PUBL/SHD7 SY 711E 6WNE07XX1r COUNCIL OW SGYL AND WATER CM50FVAMV 5. AF7ER THE /NIZW DWS16W AN, SEZYMDVT CVAq)?OZ MEASURES AS D1E3'CR/BED MOW ARE /N PLACE; 7,IE 60"77 M7OW SKWLL P4WZW IN THE FOLLOWN19 REOWAofENbW-gM1EA45'E A CYEAR AND GRUB AREAS OIL PRa4V-QED #VW, 1AM1, YNG ANY NEC'E.5SWr AYWIIAL 61F El'ISM49 S/TF fE477/AES: DYSAOSE" Oc- U47EAMS RE1vV;fD Off --S/IF. B. SMIP AND S70MRI.F ANY E r.677W 7OPSGYL 12?6 4/ #f9RK AREAS: RING S70MRIMS #77)V A PROMMW 84RAYDU 6V- STAKED M-07EMLE SILT fDVeE SETJYMDVT 8*WDP. C. EXC4Y,47E fCW BUILDYAIG fOZlNQ477OW RE�iI W Ea'MY SU6601Z fMW SITE ANO/OW S7?xWPILE AN -SITE AS AF50R/BEO f6W 70PSOW S7?.'4;yt RUY O• 6VNS77PlriCr BU/LaW FOUNa47A'2N .4NO B4CKFILL E. 6DNS)7FW r S76WAI GWWMac- F,4CIL/) WS F. INSTALL NEW WWRY 6WNW0776WS flYW AWNS 70 BU/LOW; G. SM4YA)F AND AMW 6S94&1- .A W PARKAVG' Air" AM7 aOMS H. C15WAIZWE G1aN'S'17Pt'i(^176W OF BVIUM G SUPERS7AWI7/RE /. 7EV900W,4OINY STAB/L/ZED 01VURM0 AREAS. ✓. PLACE AND GRADE B41SE FOR PARKING AREAS ANO ORMS A: PA PARK/AV AREAS AND bKnf5 AND INSTALL CURB/NG L 84CKf7LL, SPREAD 70PS01Z AND RN/S11 6R4&r' bYS77/RhW AREAS. A/. COMPLETE SIRW77JRE CYWS77F1V7)W N. AVF4,0 NEA7ZY AES'TA &OF ALL RES70AYD bW771RhfV AiF" AND PDKO" LANOSCA-01W 6. ALL AREAS AVT 07HERWISE 7RE47M Sfi &Z 6E RES70RED BY RMCEMEWT OF 70P5'OW AND ESUBUSI MENT OF GRASS 00WR /N AC6rWQ4WF WM THE FXLOWAV P4l 6XWRE A APPLY LIMESTONE AT A RA7E OF IJ5 LbY11000 SIJaWC FFET. 8. ARR Y 10-10-10 OR 102020 fFRTIUZDP AT A RA7F OF 10 L9S1 1000 SO(.NRE AF£T OW AS 077IDPNZ5£ ES'TA U"ED 8Y LA6Y.Wi1ZWY 7ES77NG OF SAMPLES OF PI£ A07U41 70PSM PLACED ",0 SPREAD OW THE AREAS 70 6E PUNTED. C. #VWK LIME AOVO )WR R/ZDP WO THE MRS'OW UN/FaW Y TO A LfP771 OF .f /tVL VES BY NW0 OR #NTH SVIUME COV11 f/EM, FOU0#74V THE f7NI.S11 6YW7WR5 O. S"7H AND FIRM 711E PPEPARLP 70PSM AND /PE;iKW ALL S76WES 2 /AMEN 6W L 4WD? AV ANY LEA/ENS M ANO ALL OMER EXTRAN,COUS G1EM6 AND SOW CZ IMPS A??6 / 171E SURFACE. MO7E ALL 794-?W SYNLL 6E PREY MED )9FCW ENTERING 711E AREAS WME 771E SEELI4E0 MS 6EDV PREPARED AND IS READY fOR SA6MA019 E. -90RO O GRASS SEZD OW 771E PREPARED? 71.PSM SURFACE 8Y HiWO GYP MEMWOV MEANS AND LAW)ZY RAKE IN BY 10MO 70 08.WN A ANX/MUM OF 1,14 INCH SQL OMER OkER 771E SEM 171E SEED M/A7ZffY ANO APPUC4)XW RA7EN fOR 771E AREAS OYV INIS A4taoEWY # )VXW ARE 70 BE SEEDED ARE" 6MW ON 771E LA1VOS'C4PE RL" (L�W4WAV MJ L 1.0) SEZZOW SMa 6F P00ra WED OWL Y alAYMG 771E 1E7S'iW S OAF' A-9WZ 15 70 ✓LANE 15 OW AUGUST 15 70 SERMW6ER 15 F. /MMEDN7FLY fOLLON9AV SEEDIAV OF 771E AREAS JOWCH ARE 70 6E f7NISHEI L,4WV, UNIFZ ZY MULCH 771E SURFACE Sr RW ,0 OW AN0111W WW S77PAW OW MY fAFF fR6W NEMS' AND CM?SE 4d477TR AT A RA7F OF 70-9!0 LBS/1000 S1XWF FFET. AMCHGW MULCH /MMEZW7RYAF7FR SPAF"- Ai9 BY,4P)W"7AW OF"A L/a4%0 AKILCH 8INDLeR 6W MULCH NETTING APPY/ED /N ACLY.W X7 WE N77W 771E A4WUFAC7UArRP F 1?E06 /ME7VL24710NS. 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GRACYVL TAKING PUCE AS 771E S/7F NOWK P?la AFSM5 SAWL 6E GONE /N A A4WNER 70 ALLOW bWA/AWCE TOWARD ON£RSJi✓W DYTC'HES AND EAVS16W ANO SEMIE7VT 6VAq a 840 WERS. SILT fDVL'E AND/OR 10nW.E ERl25J N ANO SE7.YA/ENT Cb1N77RX Cl/EMY -W4U ALWAYS BE PLACED IMMEMIZZ Y ,4 7 A CUT .5ZORE ENS BEEN GRAGIED AND 6MWE A RU 5Z6 E INS BEEN A410 CYWCDV77PA17D RUMaFFF SMU MOT 6E PERM/TTFO IO OWFROW NEIKY G,RAGIO AREAS, SEZYME7VT B40?A%9U CW 07AER E7RZVaV AND SMAIDW CWRa MEASURES SIX SrOCAP/LES S)WL BE" PLACED IN L6C4)76WS AWAY FRlW MnAft OW CRE4W WAIERWAI'S AND M4#V46E a7OiIES, AND R%N01V N7711 A PR07FC77Yf' S/LT FF7VL'E OW loyhwE SE%3w'NT a4mwm 10. ALL a[5'TUR6ED AWRS, REGMME" OF MDR LOI:47AW OW 7W SITE, SH&Z 8E f7NE ORA" ANO SUBUZED AS SOON AS PRACTICABLE F0U0 NNG SMS'TANW CWPLE776W 6F SURRIOUNLYMG OYWS1i7triG'7XW. N VEW SEASOAMM Y POSSIBLE AND N91DPE ONWIA49 CVAT77PW)76 N 4071PMEN PERMIT, 711E GYS771R&W AREAS SAWL 6E PDPANNDV71 Y STA6VUZEO AS Lk5'L:3P/6ED A60YF. MVDV A! 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OACY IN PLACEr ALL ZWSla'V ",0 SZaMENT CWMa FAaZM S AMO MEASURES ARE A0 REMVN IN PLACE ",0 IN P VYWF cVAV716W1MG CONGY AW, ANO &F CaNTINUOUSLY AN/NTA/NEO, 11AWL ALL &S7UR5ZD AREAS UPGRAaMr Or SAIO F,46V IES ARE POFMWENRY SUMIZED, 6W 77IE794 CYAM1.4ED 65F IS M7 LG% -IW A9�W f- F6W 7W ON6191AV MkROAVENT oCMOAWAV SIVII PEAWMEAT SUMIZ4TXW, 111E FAC/L/MS SAMU BE AVSU07ZED, RfWkED ANO GitSJ°l W 6F IN AN APPROY£D A4WNZ-R 1.Y SE7P6'if0 SYJU4IRPY70, 2754 A4 ZWE5.S GW/Y; ANM.'J & 7ER, CT 06940, TFZD°HGWE (860J 6:0 2770, .S WZ 6E A9P.SY.W4LL Y / W /MPLEMEA17AV 77WS FAVS16W AND -qg1S1/EAT MVMa PLAN AND ENft /NC THE PR S'CR16W ER O.SJt.'W AND SEU41DVTA776W 6VN7R a SS4FF6I,l4RM OU/P/A49 171E PERA 19 6F O1AER4MONS OW MIS 677F: 771IS AF-WO S/6%LI7Y hWV1DLFS NE /NSTAZL 4)76W MO A144V7Z ONCE of GY.YVAPtX MEASURES T11R'LkiGdi40l/T 171E lit'.WK PERt�>, INF"hW ALL ~)7ES DVC46ED OW 771E SIiF OF 771E REWNEI/EMS AW 0161A C'74fN 6F 1TIE P!'AA; MO711WAV 771E A'UPER 7010V A6EM^/E5 ANO ORFJe'NLS 6F ANY 7RAWFF7P 6F 7)VS RfSPWS/6%L/7Y ANO CONYE'YIAV A CVP)' OF 7HE IM570N AND SE MEW 6 WAX PLAN /F 771E 717W 70 711E LAND /S 7R4NSFDFR£D. Posts--- Fi/ter 1. j Set posts and Fabric excavate a 6"x6" 2. Attach filter trench, set post fabric to post Angle 10' g downslope. dr extend into upslope for trench. stability and self cleaning. 100' ! �1=M 12 " min. -! �T::�� Compacted Backfill -\ 2W wooden stokes driven min. of 12" into the ground / f7/ter fabric tucked 6-12'� into grade Flow J..) Backfil/ the trench and compact the excavated soil. STANDARD 51L T FENCE _ NOT TO SCALE / wooden lateral r� cross braces as needed Flow Catch Bosin SYLT FDVCE /N57ALL 4176W AT cmw B4S7NS CATCH BASIN GRATE RL TER FABRIC, 'RL TER FABRIC CATCH BASIN Storm Sewer Structure AL AL AL FLOW FLOW Anchor with two 2 V '50 ' stakes each bole AL - AL NO/T.- REMOVE CATCH B45/N GRATE AND PLACE FIL TER FABRIC. REPLACE GRIT£ TAKING CARE NOT M D4U4G£ f& TER FABRIC. ANCHOR WITH STONE OR EARTH PILE AS SHOWN. f7L7ER FABRIC /NSTALLA77AN G47CH 84SIN 6R47F TYP/C4L SED/�t/ENTAT/ON 00WROL AT Cr4MII 84SIN Nor TO SCALE hWY 541E /N57AUA770N AT c4im B4sws LARTY OR STONE ANCHOR PILE SUBGR40E APR/CANT SUR/ REAL Ty LL C 192 AWOLL W0040 ROAD YANCHESTEf; CT 06040 TELEPHONE (860) 647-9152 PROPERTY O`YNER.- HALE REALTY, LL C 275 M-W STATE ROA40 MANCAIZ-5M i, CT 06040 TELEPHONE K860) 647-9798 4 ya x nM,� JR SLANTING NOTES:` , v Y ALL M-ANTMG MATO AL TO DIE N,MdEW GfkXN STOCK SU15JECT TO AAK STANDARDS THE CiON1RAGTOR 6WALL 6U04ML.Y ALL PLANTS IN QUANTITIES 6UFFIC ENT TO C 71'IPLETE THE WORK M40M ON THE 0RAW456 AND LISTED N THE PLANT LiST. IN THE r 1' EVDNT OF A DWVREPANCY 151074EEv fz+aMME6 6WOUN N TIBR PLANT L16T AND THOSE REQU RED 15Y THE DRAW 436, THE LARGER IA M M !!{BALL APPLY. FIREGISE LOCATION OF 11t31"1b NOT OLMDMIGNED ON TEE PLAN APIE TO IDE WELD STAKED BY TEE CONTRACTOR F'OR APPROVAL 15Y T•EE OUTER ALL ONF415 M4660436 AND TRJ'9F PITS 6E4ALL BE MULCa-W TO A 09PTH Cr- 3' WnVI ONREDOW PiNE BARK MULCH TM CONTRACTOR 16 POSPON611110LE ROR ANY DAMAdED vowTATION AND SHALL 14EM-ACE OR REPAIR ANY OAM1AGeD MATENAL, AT 14I6 OWN 0)(F%NW_ TM CONTRACTOR 6NAL.L COWAGT '"CALL DLLIFOFE YOU DIG" AT i-8100-921-44pl8 PIaIOR TO CONSTRUCTION ALL IEWAM AND PL.AHTMtiI APIW* SHALL HAVE CONTMUGt* DED6 OF TOPSOIL 12- DEEP. ALL HAF;EROOT AND HYDRoWED AREA6 &WALL HAVE A MNIMLM TOP601L am OF V. TEE CONTRACTOR 16 1IIESPCMRN_E FOR LOCATING ALL UTILITIES N THE FIELD. U4EPRE PLANT MATERIAL MAY WITH UTILITIES, THE CONTRACTOR 6HALL y NOTIFY TEE OW ER TO. GOORDNAIIN Ti•EI1R WA.LATIOK FOR PL.ANTNG SOiL MX, SEE 6PECPICATION6 OR PLANTING MAILS. AL.L NPOSTM RILL, GULLY OR Ci4ANNEL 04061014 SMALL BE MI I WITH APPROPRIATE BACIQgLL M4TMAL_, FINE RAILED, 8GARIFIED AND STABILInD WITH APPROPRIATE V%d&TATIVli MATERIAL. AND / OR APPROPRiATE SEOPEWATION AND FRO61ON CONTROL- MEA6URE6. ADJU67M IRM N TEE LOCATION OF TEE PROP06M PLANT MATQlIAL AS A RE6ULT OF EXIST04S VEGETATION TO REMAIN 614AL.L BE AM'1ROVED BY TEE OWNER K,r 1' • , PRIOR TO INSTAL -CATION• TEE CONTRAI C* I6 RE& O"IBLE RiOR ALL MAWMNANCE MR -AN AND REMACEMEW OF PLANT MATERIAL-, A6 IREQUIRED, fOR THE DURATION OF Ti•IE PROJECT - AND &4,ID6I5QMT ULARRANTY PERIOD 11 YlAR MINIMUM). ft*4tHW METALLED IN TEE DRY 6U!' I R MONTH& AND / OR LAUJN 6MEDED OUT OF &PRMcs OR FALL PL�RtoDa , RN ALLOUJED 15Y ot1A\ER WILL t�QUNRE -' AGOMURW MWMATION PAOGFtA1-* AT THE CONTRACTOR'S NXMR 6E, UNLESS OTWMWA&E DIRECTED BY TEE OWNER• Z • UPON COhI!*1 ET►OW OF PLANTN% 11REM10VE F1i01M BITE ALL EXCESS SOIL , MULCH, AND MATERIAL6 AND DEISM6 RESULTING FROM WORK OPERATIONS. CL.EM UP y 0601 L„O BE COMPLETED AT THE END OF EACH WOWGN2 DAY. RERIGI 6TORE TO ONAL. =NDITION6 ALL Da-LoNeED PAve-m T6, PLANTING AREAS, STRUCTLIRE6 AND LAM ARP.A6 RE& LTM RWM L.AND6CtAPHO OPERATIONS. - CONTRACTOR &WALL &AV SY LOCATE ALL TREf=B WITHIN THE DEVOLOPMENT ENVELOPE FOR REVIEW DY OILNER PRIOR TO CLEARING OPERATIONS. F':'k• 'PLANTING LEGEND DRAINAGE SWALE SEED MIX L, r r - - - - __ -- r "� �i%�Z;/ /� D ' iNACsE SWALE SEED MIX I. . , • '� . ` � dtRD'S-FOOT TREFOIL W1940C ILANT r81.S8/10008F CROM VETCH EXIST. THEE To t?EMAM Ul/MOC11t_ANt tAL58/1000SF ! CHEWING FESCUE 1 EXISTING EDGE U100D8 ----- TO ME REMOVED 4.0L88/101s�08F ' • Y ,� :;'; P190POSM EDGE WOODS .00 Tv 14CMMAIN ' T PROP. sttREt TREE LAWN AREA MIXTURE: ® PROF? FLOWI=RING TREE P}RIOP. TIME RATE: 5L88Ji x OF WEfc-w V9XW. KiND CF SEED =" ' 00 SHRUB PLANTING 25% MAGIC PERENNIAL RYEGRASS PLANT QUANTITY 25% FIESTA It 30% CREEPING FESCUE = t um YORKT'OWN PERENNIAL. RYEGRASS _ 1(DX C-C M'lRON KENTUC.KY 5LUEGI PLANT LIST 1"1, nAM HEIGHT/ SYR"SOL COR" M" ION NAME C4211CN NAM QTY Arm 1111Y• ru l- r.++.�.+.�' VILE,. WI✓ 1TT 1 • ,, a GH GLEDITSIA TRIACANT1406 HALKA THORNLESS 13 2-25"CAL. 60'X50' HONEYLOCUST JV JUNiPERUS VIRGINiANA RED CEDAR 8 5'-6' HT. 401X20' PC PYRUS CALLERYANA EIRADFORD PEAR 6 2-2B" CAL. 30x15' PP PICEA PL1JG'ENS BLUE SPRUCE 4 5'-6' HT. 505<20' PP1 PICEA PI143ENS OLLIE SPRUCE 6 'i'-8' HT. 50'X20' RA ROSA 'THE FAiRY' MEIDILAND ROSE 15 12"-18"SP. I V25 4' 'THE FAIRY' RM RHODOVINPRON MUC- CORNELL PIRG 23 24"-30" HT. 6-8' RONULATLM" i RHODODENDRON HB 14115180JS SYM 40 'DIANA' ROSE OF SHARON 8 3-4'HT. SIX&' PF POTE14TILL.A FM 1 IC06A 61•RUMY CINGaUEFOIL 15 iS"-2408P. i 1/2'X3' j •�,., .. 7 h •. ., ` 'TA1JSERlidE' TANGERINE y TM TAXLIS X MEDIA ANGLOJAP YEW 1 24"-30"SP. 4'X4' NOTE: MATURE PLANT SIZES WiLL VARY GREATLY EASED ON LOCATION AbID CARE , 4 , ��r---'yir�s7rr---s•:�•ailf-�r•.�I�^�irla7�s-7rrwrcrra��c�,a�.^�r. � � � �' ��I•l[�vc�;, ,•.....:rrs•- '�':�:�el�+�► - - •�-�*��a.: �n'•.aa1M�i -�"• jp��O'. �vT L 0/ ARZA �=' �7%g � Ac• ------------------------------------Tc� \`\ r f, ( i 'A - TAL50T LANE WETLAND REMEDIATION MIX a , TO BE "BLACKLEPW RIVER NURSERY 20M �• : : WETLAND SEED MIX" OR ECLIAL r� - CO CORNLIS AMf7NIlN"R SILKY OOC41JOOD 32 3'-4'HT. 8'X8' . �s CA CL.ETHRA ALNII=OL.IA &XIMERNIEET 36 31-4114T. 61X5' ' - iV ILEX VERTICiLATA WINTERBERRlF'�' 53 3'-41HT. 16'X10' Tl VA VACCINIUM 14riHBUSH BLUEBERRY 43 2 1/2' -3'Ht. 7' ' fiOR REMEDIATION AREA PROVIDE 16"-6" OF TOPSOIL AMENDED WITH N�� ,< ��tt��1) vI�YIq NIC, MATTER. 7..:. 2) ALL REMEDIATION PLANTINGS TO BE SUPERVISED 15Y WETLAND SCIENTIST. 3) REMEPIATION AREA TO BE MONITORED FOR A PERIOD OF THREE YEARS, +7,•a., r 1:• 1 4 * ..y h •rt ' . �. V a Lt �f.. �f-n Y . r Set ,+a- LeOOT �*., , DAU yr - r t� - SSof'&N%A~ LEAD AT `I 1 / • / (REF. 00Z 517 - - - - - - - M.*#M AW AVP Mom•■. _ �ALIE s r , � T'f3 <. ♦ +.�' �►�♦ 6TN1G1t1�Y. OOilePii 1" �'r, ♦ ♦� ° rllwe v1/1.11 Y PII M ONLY DRAG) AND �� ♦ '� DAMAGED OM44C HM AFM :, - .ay, 'Y r �' ♦ ♦ ��► DIACIftL YIN PL.14NT1" trEVEN falY Lh"% AIW a. CE1I tot. LEADER •' ;�D' A M1+ R1DioR 1'Ml Ml1i IN BALKER mm.) �� ♦ AOC3vl�CIeADE."-1' wr }IBR 3' 11149 iND TO NOT ,. ♦Z • s p ,q�,� _ a. ' • ' • � � y q #�GM'IJIOAT'IQi � TO"11EE MAW • ♦ � ��T�iH�TIG. M14T4QlALLRLLY } Af"!'1ROtilD tOP601L Mft" 1400T SALL « kp 4 { 4' MOM M TO QWfE MOM11f�'IONIL 11E♦: a am STAR ANY SY1i1EE11G N M MAl"w L- Calf A14AY mb AC7 M a ^ O01lAGi &0� 1'1QC 'RW OF Dt1 LAP, IMP AMY Y T ; , • `-• .t y ttt7FR pp MR TEm OF me W", JUL MiS ROOM P }q..1IWTLi�k3 UIA: a � , .: ##A'qW iD F4d= PRIOR TO }'l./4tlfllde3 P1LS NIRJOR TO *L ING=' " ' L 1!►ALl. Aro rn+ca a ai , MAY 1101L4V P1�41+rNb Mr TIC R91! Tll1p TIO VI1�r1�'ETyr1e or 9"MEb MM CPPWt 004 - TAIM 9° . �+; °Y � � _ �..t` '�,,,, +y ' M •• x` ,, ,�s: �, YL �' a3 L s � 1 >+ • a e 1101,1E y , '1. T. l l B DETAIL � TREE DETAIL U 1.. a _-F-.-_-+...- ,.{-w> _ .- _-. .-.J.. :._ -.-P ___ _ ♦ ,._t -.. 1,- •.';. is y� :M* 4 S 'aG •F' r fY^ i - I - r - - •r 1 4 ii d ' T , • s1� _ • T I { { [ d , r' Y I� � �� ._•,,. ?`1111 .:_ L.! `tr`,n � 4 '. �� w��• RAF i `ib A « 1 tx� 1r A, y k C i , _ e . 3 ryy • 1 ullwi.l �■ V W I &.IM 1 tlM� MULCH PATH •t. 't PROPOSED 3' UIDE K LCH NATURE TRAIL THROUG14 EXISTING WOODS TO REMAIN - TO BE LAiD OUT IN FIELD WITH TOM STAFF. (tYP) •,'��. BUFFER $- -- ,. 81 TIAL ZONE ABUTTiNG RQE DEid _ ` TO BE SATISFIED DY EXIST'�?:'j U-NDIS'rUINOED VEGETATION . r MITIGATION i rj 'AREA (TYPl � ' r f :INLANDmAmwas DRAfiIORT i 132 YAJ-- - --- ::. r4 516\r-. (TYP) Ato, lTYP7� � • - r. ' 1 •. , PLAi+i�'INCa6. �tIX: S ��.: 9-CA VAV, "OVA +P Y.,,,� � c� (TYP). MIX awnum WATERCCIPIMSE AND &AAL.E. *.7 4 �•$ ` I r . i c� I `/ . Al' p r f // r v y Y ,�•r \ f //� 4 f I > 71 I r ,1 I I r 1 f I s f SITE LANDSCAPE PLAN 1 "=40' �4 LANDSCAPE DATAyL aF Td DODD CEDAR DIAW MI.CEI s S, % TOTAL P� LOT AREA NA 330*81" -. 4 AREA tax •1692SF. 1.2% •24328F FERRERO tA,MIE011t PARKING LOT TREES 1 TRREWW SPACES -i ■ 6 TRREE8 h% HIXON .WA E /AS NOTED y{ By. .. CAM IFM- 1:/"I/Dur*c VII./8'iLf M �NO. , A ASSOCIATES' -PRAWINC � yIL ti. G �j1 4 .x K^i •t # tr, 11 � �r rt� ti. ,i • ;q _ f i S+ AC' At e LLC TOTAL P� LOT AREA t NA 14,41DOEiF �' , LANDSCAPE ARCHITECTS & PLAMIERS 3 ,i. '�' ,�Y�� ■ , ■ , �0�L140 . 5x � Ho EA�o ST. ;� 62 900SF � P.O. Box 425 736 PM W AREA � . B i Wt ^ " I BURY C C•TICUT 06070 x. S MS ONNE S 1 SP _ .- ACES' A TI4LE 4 L.At P RQ�CING TfREE/10 TREES ,• NIIJMBEIR r - - � . y r yr r 1- s. 'r f - I• •r ' f ' IY }}'� 11 V r• "H' 1 - r. 4, o r r 4`M x. w i din •� q Cd in. •iiWy , �,.�...__ _..---�___•._....__"f:F"_"'_L•.Chi:-'i*'^'_^..^.9SSL�_"""''.""^.^'�.^"H.'L•_-:"A+rZse� ., uc _... .a... .'_'�.£'.'.'T _^^ST: �..._.. .. .. - "�xS.� ..�: — _.. L. __ _,__i '. _'. ..__�_.. ,`SCCu.,, .,.1..'. .L':".L?..^Si.-y^Z_.. _a... ." _.. .- -. --__ _.. -.--_ �, e.-._ .... .1.,... SITE DEVELOPMENT PLAN i nr, A Ti nni M n P 1 1 VI r 1 IP-%l (NOT TO SCALE) APPLICANT: SURI REALTY, LLC 192 KNOLLWOOD ROAD MANCHESTER, CT 06040 FOR rAPI A aq, PASTA LOT 3 CONSTITUTION LANDING TALBOT LANE SOUTH WINDSOR-, C01NNECTICUT ppnPFRTY OWNER - I HALE REALTY, LLC 275 NEW STATE ROAD MANCHESTER, CT 06040 NOVEMBER, 2000 SHEET INDEX 1 - TITLE SHEET 2 - KEY MAP, ZONING INFORMATION & APPROVALS 3 - PLOT PLAN 4 -TOPOGRAPHIC SITE DEVELOPMENT PLAN 5 -CONSTRUCTION DETAILS 6 -EROSION & SEDIMENT CONTROL REQUIREMENTS L1.0 - LANDSCAPE PLAN 11 MESSIER & ASSOCIATES, Inc. V-1 TL-q SURVEYORS -- ENGINEERS 288 MAIN STREET MANCHESTER, CT. (860) 646-6013 COPYRIGHT © 2000 PUTNAM CT. (860) 928-1171 MESS/ER & ASSOCIATES, INC. SURVEYORS — ENGINEERS PLANNING - SURVEY - DESIGN - CONSTRUCTION 7HESE DRAWINGS ARE 7HE PROPERTY OF 7HE ENGINEER/ SURVEYOR AND HAVE BEEN PREPARED SPEC/f7CALLY FOR REVISION DATE 7HE OWNER FOR THIS PRO✓ECT AT THIS SITE, AND ARE NOT TO BE USED FOR ANY OTHER PURPOS& LOC.A7TON, OR OWNER W/TFIOUT WRITTEN CONSENT OF THE ENGINEER/ 2 11 27-W SURc�YOR PROJ. No. 00-158 NO DECLARATION IS EXPRESSED OR IMPLIED IINLESF THIS 3 '� � PLAN h6IRS THE EM9055£D SEAL OF 7HF LAND SURVEYOR 4 12 12-W ROBERT R. MESSIER RAYMOND F. NELSON, JR. AND/OR PROFESSIONAL ENGINEER WHOSE SIGNATURE 5 12 f5-Ob PLAN No. MM00-088 L.S. #12056 P.E. #09434 APPEARS HEREON. mon�(COMP. -7 = MM—L�88TSDWG, NAMES AND ADDRESSES OF PROPERTY O`YNERS WITHIN 500 FEET OF THE SUBJECT PROPERTY oit /rr r; f r o' r14V AgM%%W r; / 5ULMV AHWAr wit /rr r ; ; r oit rrr r ; S/ /a•/ ' Cr /.'/ r ; v W A n•r C7 &V74 r ; v W #W-q/ ' Cr r: r .77t //r r ; . r wit rrr r ; ro ro t rim AWWWW r ; 5MW #XW5M CT / : / IM A9767MM AWW ,/ tr ai r' r ;� •ram �'� r r r it ff r; r it r, / r •/ r +/ r r/ / AWN V AW JqXff 'r r 1' r.'/ / 21 Uff 57AMT r tr �; r • r 'r /n4Wl tr Mr • IjNNWv 4VI tr a' r' t AM 1WW.4R9W �r 'r o - rr rr ;'/ ' r ; + / r . AV r LaW AV / • / 70 THE BEST ax" MY MV#Z&WE AND 6WEF THIS MP s SY/6i5'TA mum ca-m-ACT AS MOTED 11DW W AND MIS WRWYAND AW 10S a0V AWPARED IN .4cr I?awx MW SE01-10M 20 J"--1 THRV 20-XW-20 a" ME REOYJLAMM OF C0NNEG710Z1r STATE' AG%VYES - ZONW11V STANQ44M ,9W SIIAWE S AND AWS IN nV,F STATE OF 6 WNEV71aff 0 "Ely!/a?ShV RY THE CMNhr7;VeIr ASSWAIMOW OF LAND 5UR{2XWS INC. ITS A CWRL4716W RAN 6 Wi 0AWW9 TO f16WONTAL .46WRACY CLASSD SUR12Y. 11m 1=56 SvR12?v4S SIGr16 mW a4TE LRCEN52" NZINER a 3 60-4 ZGiN�'I ZONING' OATA ZONE.• INDUSTRIAL /TEA/ /4L�(�!//AED1W1N1�(bW EX/SThW1 r D EY/S'11Ati^/�3 LOTA4FA 'm6w SF. J14126 SF. J1412S SF. LOT #WRY fm fT. 6W f .. 6W Ff. LOT asw 150 f .. -W fT. -W FT. 6YALG3W Ae76W FlS a9ZYZ� 1 57URY f 57OW LOT JaV L 0 14CAr 2aar LOT LaVO4QF-1kPA9KAW 6LlW A"AiG41/ .3F.2r mar ffiaw YAW SF7afor zEr AVA&bN/ m ff.iv fT. SYLF YA09-9-cmGW 1O� 14W ZT. 14W fT. AW YAW &78 W 2A6 of fErtf M5 /W TALBOT LANE fao. 60 23 60 21 F SlKf WA19 21%m I PARKING REQUIREMENTS I PARKING REWIRED /W? SECMV AY-f ar ME T17W OF .SO&W /f9NQM? .7aV1M; REMMTi'f W = 1 SPACE PER XV %1L F FEET ac- 6W-lW AZ" AREA t1OFAJ IMSE-TOM = 00M S.F. P"MG SPACES R&WIRAD = 69 PARK/MG &MacT 1 VcffZV 93 /MSEI & II ",WNW 6FA = 74 XV SF. AW11 G SPACESRYWIRED = 112 PARK/NO SPACE'S' POSED = 112 (MIN/AR/M% 60-19 47-6.Y 0 fl 47--62 OT 8 V0NS7nZ070N LAND/NG' APPL/CANT.• SURI REALTY LLC 192 ffNOLLN000 ROAD 04=11,ESTER CT 05040 TELEPHONE (860) 647--9152 PROPERTY O`YNER.- HALE REALTY, LLC 275 NfW STATE ROAD MAN011fSTEfr; CT 06040 TELEPHONE (860.) 647--97.98 MESSIER & ASSOCIATES Inc. --�- " 1 11 27 W RENSE ZOWING a4TA r%M4 ETO: SURVEYORS - ENGINEERS 2 12-12 W A0010 PARr W9 a4rA MANCHESTER, CT. (860) 646-6013 3 12-15-6V RSFA5ED F6W AWS PUTNAM, CT. (860) 928-1171 1 PLANNING - SURVEY - DESIGN - CONSTRUCTION COPYRIGHT ®2000 1YEY AW, ZONING BWORAC42ION AND APPROYALwS' 1100MP. F/L W-09eZWK MESSIER & ASSOCL41E.5; INC. a47F AS NOTED SURVEMRS - ENGINEERS PREPARED FOR. - •S'I& THESE ORAW/NGS ARE THE PROPERTY OF THE E71/G/NEE74/ CARLA 'S PASTA �� D • AS AS SURVEYOR AND HAVE BEEN PREPARED SPEC/fTCA/_LY FOR ORii%fN THE OWNER FOR THIS PRLUEOT AT THIS SITE, AND ARE CyE-� : RFN NOT TO BE USEO FOR ANY OTHER PURPOSE, L004770N, OR OWNER WRHOUT WRITTEN CONSENT OF THE ENGINEER/ LOT 3 "CONSTITUTION LANOINO" Sys- 2 OF 6 SURVEYOR. NO DECLARATION S "PRESSM OR IMPLIED UNLESS THIS TALBOT LANE PM&rr No. 00-1.5 PLAN BEARS THE EMBO.£SM SEAL OF THE LAND SURVEYOR ANO/OR PROFESSIONAL ENGINEER WHOSE SION47URE �/ R0BE9r R. MESSIER APPEARS f1FREON. S0111 WINOSOR, CONNECTICUT LS. #92056 PLAN No. AW ON coaffi 600r N 6 T,4LBOT LANE (F111foe1A CONNECT/CUT AYENUEj 6 �� .7 / /.f N/F 121 CONNECT/CUT AVENUE ASSOCIATES ASSESSORS A 017 60 LOT 11 YoI. 829 / Pg. 218 PROPERTY CORNER POINT COORDINATES POINT NOR7h�ING EAST/NG Q1 F7.WM..V7 16YI-YSM 02 174,WI O4 AW76W" • EXISTING IRON PIN O PROPERTY CORNER El PROPOSED MONUMENT W F. 22 ° WETLAND FLAG ° � LIMIT OF FIELD DETERMINED WETLANDS O LOT 2 LANDING AF HALE REALTY, LLC YOL. 1094 / PG. 215 c )z• z9' 1e,)" 1A/ N 23'-11'-04" E O EX/STING N 66'-48'-56" W 20.00' N/F FRENCIL SOCIAL CIRCLE BUILDING ASSN. INC. ASSESSORS MAP 60 LOT 7 Yo% 799 / Pg. 259 O S 23'-31'-12" W 353.12' I "' 50' BUFFER FROM ncc1ncn1"A1 7-A/C 1°'ROPOSEO NATURE MIL ti lu G 1/ �n � Lo 14 Co A = 179'-56'-08" 1 — — _ ` l J z / / La = 226.1 1 ' I / Lc = 144.00' STAKEO GEOTE.YTILE siLr �� I 3-1A Chrd. Brng. FENCE R4RR1-Cl9 FOR _ i I �S 66'-26'-52" E EROSION ANO SEGMENT f'/`6U1'USEIJ %t%EW \ 1 -171/rA7171 .4A117 U14=AAine Mr7M/UIJ5' CRFA71f-l/1/ I AF P,4I?/_'F/ �4 . ... .r/ i NsF OSPREY ASSOCIATES �Pc TIA10711Y FOGARTY ASSESSORS MAP 60 L OT 9A1 THROUGH 04 YOL. 595 / PG. 5.93 VOL. 712,1 PO. 51 YOL. 1014 / PG. 238 N/F TON IN OF SOUTH 00MOSOR ASSESSORS &,*0 47 LOT 13 Yo% 122 / Pg. 239 /OPEN SPACE) 5-� E 137.4 "r O 48-- 7.28 1 WF 3--2° 3-3 W.F. WF. W F. 3-5 3-4 3-6 I 1 h JJi I� 88.04' N 19'-58 58" E R17' 9AKI/1 A77-n d P,-d f7 O,W iWATERCOURSE ° 1-70 • W F. 201 W F. �n o • G VL W. 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DW A%IPEMY /S' S7/BJECT 7V ANY",0 ALL SUCH E4"DVIS, GlW;MWN, RE5'7Rk'7jV= ANO/LW Rmylu AS O!F REGaW THEY A44YAPPEAR. TN/S P R7Y IS -16CWm 007SAW 01F THE 1619 )'FAR ROM IiWAW AREA /4S S4V#W O�,��/NV�/ yfl�A�cJI//ALMVW9W�FI�JI�R/+7MZ- 7�f?�9U�i9V OFVSO!(lfH�plf9NPSOR, W&A/UN/TY PANEZ NZI&" APPLICANT SURI REALTY, LLC 192 KNOL W00,D ROAD MANCIIESTER CT 06040 TELEPHONE (860)647--9152 PROPERTY OWNER - HALE REALTY, LLC 275 NEW STATE ROAD %1AN011Z-STER CT 06040 TELEPHONE K860)647--9798 GRAPH/C SC ZE 0 80 160 f '�- O <> ZONE. • Jr MESSIER & ASSOCIATES, Inc. [t2 M7F oEs'c 1127-U7 AM SURVEYORS — ENGINEERS 11--W-av AtMYWI,M TR� �ro;;r ,c,"c�ivAmv � Now, MANCHESTER, CT. (860) 646-6013 3 12--12-cn R' Str fBWF/W PUTNAM, CT. 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NO DECLAR4770N IS MRETSED OR IMPLIED UNLESS MIS PLAN BEARS 771E EMBOSSED SEAL OF 771E LAND SURVEYOR AND/OR PROFES510AW ENGINEER "SE SION47ZIRE APPEARS HERtEON. #Z7Z"a5' Fi95Ei (ZW rO SE aeWM TO LOT 3 CONSTITUTION LANDINO Jv HALE REALTY LLC 110L. 1094 / PG. 215 vv-qD 12, ar "/X4 A&WO O .Jai%GKi LhW17' OF F/EL0 OEiERM/NED `YETIANOS, (7YR� 80' REGULATED AREA FROM lW7FR00l1RSE EX/STING 0R 1N4GF O/TCH APPLICANT.• SURI REALTY, LLC 192 KN01-ZW00D ROAD ,WN011fS- TER; CT 06040 TELEPHONE (860A647--9152 PROPERTY 0jWNER..- HALE REALTY, LLC 275 NA-W STATE ROAD &4NCHESTEi? CT 06040 TELEPHONE (860�647--9798 GRAPHIC SCALE 0 80 160 40 120 ( FEET) MESSIER & ASSOCIATES, Inc. SURVEYORS — ENGINEERS MANCHESTER, CT. (860) 646-6013 PUTNAM, CT. (860) 928-1171 i PLANNING — `.)URVEY — DESIGN — CONSTRUCTION 1 !YIC SITU REV LOPMLNT P. PREPARED FOR: CARLA S PASTA LOT 3 "CONST/TUT/ON I-4MOING TALBOT LANE SOUTH `YIMOSO/, CO/I N007/CUT R°B°zr R. M0ssi°z ru�t�+oF. 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BUTT -FUSED JOINTS SHALL BE VANHOLE DETAIL SElYER TRENCH DETAIL REINFORCED BY AN EXTRUDED BEAD AROUND 12 THE FUSION AREA. 3. SOLID WALL HDPE PIPE SHALL BE --------- (MOT 7t7 SCALE) (MOT 7l7 SCALE] SDR-26. 1 . " >" OR 1 1/2" ('0MP46'7FV " : .1 ' •' r 2" OR 1 1/2" (COA/PACT£Oj 4. HDPE PLATE SHALL BE 1/2' THICKNESS. CLASS 2 B/TUA!/NOUS LONCRETE - TOPSOIL -7L�, SURFACE COURSE (OR MATCH CLs1SS > OR 2 BITUMINOUS GCE- Deli= bwa Genera/ Nofes EX/STING, IFGR,54)0? A/.G� CDNCRErF 91NDEJ? C01IRSE (OR �/,+T/L/Z� AL4TCH EX/SIJNG, /F GREATER] A/O4 A/y0 SEED (f) Concrete strength % 4,000 PS/ ® 28 days Density 150 PCF. 3/4' HDPE (2) Cement, Portland Type / or 8 per ASTM 0150-81. PLATE 6" (COMPACTED.) PROCESSED (3) Admixtures, air & plasticizers per ASTM C233--82. TRAPi4YJfGK BASE - Al050> 12" 12" rt7R472, (4) Air entrainment 5% - 7X 6" (COMPACTED%PROCESSED GRAl2�L Np;. :7.10' ID SUBASE OPER COYS4CT£D SUBGRADE 7RENCH WID7,V 10 (/BENCH B4CKF/LL) M.02-GRA/.3477GW B 1IARlES >. 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(860) 646-6013 4 12-15-M RQEASE /W BIOS PA1/E-MENT SUBBASE LAYER OF GE07EX/7LE o o o o MW REALTY LLC PUTNAM CT. (860) 928-1171 4'-6" 0 0 0 0 �+ GENERAL NOTES • • S/EYE S/ZE PERCENT PA55/NG NO. 4 STONE PER °°O°o°o°o° �: 275 NM STATE /4i�40 ° ° ° O s� AW AMMESTEP CT 080�0 PLANNING — SURVEY — DESIGN — CONSTRUCTION SECTION CONNEC77C!/T D.O.T. 000000000 \ 3 1/2" 1D0 FORM 814r4 A/.0401 0000000000 = AgAW&F Ac x THE NY/�PTW SIAU BE RATED fW /f-M LOOM. ' " ° ° ° ° ° TELE1pIyONE (8so�s4� 979a CONSTRUCTION DET14ILS NOTES-. 3/4 50-f00 GE07FXI7LE L/N/NG °o°o°o°o°o e 2. ENE ' /Nta4 s�wt[ �' ra4TERnr,�' AU nPA�cs sr�uL �As ,wtiwA�Acn/REv BY 1. RECONSTRUCT PRIVATE WALKS TO THEIR EXISTING WIDTHS. No. 4 25-100 ON SIDES do BOTTOM o0°0°00000 //Nx sue, ON Et uc 11COYP. FILE = MAI-0880S.OWG% OF TRENCH :°0°0°0°0°0 COPYRIGHT ® 2000 0 0 0 0 0 . 3 CAEASE TRAPS S)WU aF ACOFSMILE � /AS c*rn V AAA /(MYIBMWE A� MRGL^71MSE S WU MES:S/EJ? c4' AS;SOC/AlFS, /MC. LZ47F : 11 00 2. 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SURVEMRS - ENGINEERS THESE DR4K71V0S ARE THE PROPERTY OF THE ENGINEER/ SURVEYOR AND ILMVE BEEN PREPARED SPECIMALLY FOR THE OWER FOR 771/5 AWMECT AT THIS SITE AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, LOC4770,V OR OWNER WRHOUT W flTEN CONSENT OF THE ENGINEER/ SURVEYOR. NO DECLARATION /S EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS 771E EM80SSED SEAL OF 771E LAND SURVEYOR AND/OR PROFESSIONAL tWG/NEER WHOSE S/GNA7URE APPMRS HEREON. Posts 1) Set posts and Flter excavate a 63(6" Fabric Angle 10' trench, set post ups/ope for downslope. stability and self cleaning. 1_91° min depth Compacted BackR/l -\ 2W wooden stakes driven min. of 12" into the ground Filter fbbtic tucked 6-12". into grade .3) R17^ltfi// ih,o trench and compact the excavated soi/. STANDARD SILT - FENCE NOT TO SCALE ?-I-"—wooden /oterol cross braces as needed Flow Flow SYLT FF1 r hmALLAnw CATCH 845/9V FILTER FABRIC. /.'nth Rncin `FILTER FABRIC CATCH BASIN 2.) Attach rIi/ter fabric to post & extend into trench. Stone Sewer Structure Ac— AL AL Ptt7t tYc AL FLOW FLOW Anchor with two 2 X21J' stakes each bale AL .dr. NOTE.• 1 \ REMOVE CATCH BASIN GRATE ND PLACE FILTER FABRIC. REPLACE GRATE TAKING 04RE NOT 70 a4WGE FILTER FABRIC. ANCHOR WITH STONE OR EARTH PILE AS SHOWN. fX7FR FABRIC /NSyALLA770N WV-1 BASIN 6MX 7YRI 9L SED1WNTA77ON CONMOL AT C4TCH MS/N NOT TO SCALE MY tt4LE /NSTAUAMV AT CAmv B4ANs EARTH OR STONE ANCHOR PILE MESSIER & ASSOCIATES, Inc. OA SURVEYORS -- ENGINEERS 1 12-1. 2 12-1, MANCHESTER, CT. (860) 646-6013 PUTNAM, CT. (860) 928-1171 I PLANNING — SURVEY — DESIGN — CONSTRUCTION I EROSION & SEDIMENT CONTROL PREPARED FOR. - CARLA 'S' PASTA LOT 3 "CONST/TUT/ON MMOI " TALBOT LANE SOUTH Ki/NOSOR, CONNECT/CUT APPL/C4NT- SUR/ REALTY LLC 192 AMOLL `MOOD ROAD &AN011EST,CR CT 06040 TELEPHONE 1860) 647-9152 PROPERTY OHINOR.- HALE REW /v Y, LL C 275 NEW STATE ROAD It1ANCHESTER, OT 06040 TELEPHONE (850) 647-97.98 &00/fY FOR B/OS RAYMOND F. NELSON, JR. P.E. #09434 F/LE = &Y-098EC'0010 �� o0 Sr".. AS NOTED 01FS149N : DAS bMj0V ; DAS CVEGW . RFN S1MT 6 AF- 6 PRA/ECT No. 00-151 PG4N No. A�AA� 088 ® L J i u `... z'// ff EXIT EMTS LEGEND 2W 0- INDICATES TRAVEL DISTANCE TO EXIT EMPLOYEE OCCUPYING A WORKSTATION O1 DENOTES ACTUAL NUMBER OF OCCUPANTS FOR WORK AREA BUILDING CODS SUMMARY CLIENT: CARLA'S PASTA PROJECT LOCATION: 1000 TALBOT LANE SOUTH WINDSOR, CT CLIENT CONTACT: SER310 SQUATRITO 215A PROGRESS DRIVE MANC14ESTER, CT 06040 (860) 649-2110 N I. CODE REQUIREMENT5 BOCA 113% e 2000 STATE OF CONNECTICUT AMMENDMENTS e NATIONAL ELECTRICAL CODE (NEC)1999 ® AMERICAN WITH DISABILITIES ACT _a 2. CONFRUCTION CLA551FICAS'ION Q (CHAPTER (o) r TYPE 2C THROUGHOUT MINIMUM FIRE RESISTANCE RATING OF EXTERIOR WALLS = 0 HRS FOR UNPROTECTED 2 STORY MAX, WITH 50' OR GREATER FIRE 0 SEPARATION DISTANCE PER TABLE 5012 I U5E OR OCCUPANCY CHAPTER 3 SECTION 313.0 MIXED USE GROUPS • (5-1) MODERATE HAZARD STORAGE • (F-1) FACTORY/INDUSTRIAL • (B) BUSINESS SECTION 313.1.1 NON SEPERATED USE GROUPS 4. GENERAL 5UILDING LIMITATION5 BUILDING AREA (CLASSIFICATION) AREA (SF) 6-1 (STORAGE) 8,130 F-1 (FACTORY) 33,190 B (BUSINESS) 5,530 TOTAL = 48050 • AREA LIMITATIONS - UNLIMITED PER SECTION 501-0 FACILITY REFERENCE PLAN and CODE COMPLIANCE PLAN sGALe 1116 _ V-m 5. EGRE55 (CHAPTER 10) TRAVEL DISTANCES MAXIMUM LENGTH OF EXIT ACCESS TRAVEL - TABLE 1006.5 1 (6-1)- 250' (FULLY SPRINKLED) I (F-1) - 250' (FULLY SPRINKLED) I (B) - 250' (FULLY SPRINKLED) I • MAXIMUM LENGTH OF DEAD END CORRIDOR 20-0" PER -10112 • OCCUPANCY LOAD PER AREA WITH SPRINKLER SYSTEM (INCHES / PERSON) 02"-STAIRWAY6, 0.1511-R4MP5/ CORRIDORS. TABLE 10092 • MINIMUM NUMBER AND SIZE OF EXIT COMPONENTS WITH SPRINKLER SYSTEM (INCHES / PERSON( 02"-STAIRWAY5, 0.15"-DOOR/RAMPS/CORRIDORS NUMBER WIDTH OF WIDTH OF WIDTH OF OCCUPANTS OF EXITS DOOR CORRIDOR STAIR OFFICE 23 2 EXITS 36" 44" 44" • RAMPS MAXIMUM SLOPE - 1:12 MAX RISE 30" OR 30OF LENGTH MAXIMUM RISE - 30" MINIMUM LANDING - 60" HANDRAILS - 34"-38" AFF. SURFACE - NON -SLIP • STAIRS MINIMUM HEAD ROOM - 6'-8" AFF. RISER - 1" MAX, 4" MIN MINIMUM TREAD - il" MAXIMUM RISE BETWEEN LANDINGS - 12'-0" HANDRAIL OPENINGS - LESS THAN 4" CLEAR HANDRAIL HEIGHT - 34"-38" HANDRAIL EXTENSIONS - 12" BEYOND RISER AT TOP AND BOTTOM OF LANDING • EXTERIOR STAIRS DO NOT REQUIRE FIRE RESCUE ASSISTANCE AREA FOR A FULLY SPRINKLERED BUILDING • GUARDRAILS PRODUCTION 20 9 EXITS 36" 84" 44" MINIMUM HEIGHT - 42" " WAREHOUSE 6 3 EXITS 36" 84" 44° MAXIMUM OPENING BETWEEN RAILS - 21MINIMUM DROP DISTANCE BETWEEN EQUIPMENT PLATFORM / RETAINING WALLS - 36" • EXIT THROUGH ADJOINING SPACES: PERMITTED PER SECTION 10062.1 (EXITS FROM A ROOM OR SPACE MAY PASS THROUGH AN ACCESSORY INTERVENING ROOM IF NOT HIGH -HAZARD. ONE MAY PASS THROUGH A KITCHEN, STOREROOM, RESTROOM OR CLOSET IF NOT THE ONLY EXIT". PACKAGING PLATFORM SGALE: 1/16" = 1'-0" I 1 1 5 1 1 1 1 1 1 1 /1 1 1 1 1 i / 1 ISEE 1 / 1 1 1 1 1 1 1 _i ■ 1 1 LI 1 - 1 1 1 � f PART5 5TORAGE PLATFORM SCALE. 1/16" = 1'-0" (o. OCCUPANT LOAD5 PHASE 1 PHASE 2 SF CALL. ACTUAL AREA SF SF OCCUPANT OCC. LOAD Oa. LOAD (5-1) STORAGE 8,130 T.B.D. 300 29 6 (F-1) FACTORY 33,1W T.B.D. 100 338 10 (B) BUSINESS 5,530 T.B.D. 100 55 23 1. ENTIRE 5UILDING 15 ADA COMPLIANT (AMERICANS WITH DISABILITIES ACT) S. PLUMBING FIXTURE5 TYPE OF OCCUPANCY WATER CLOSETS URINALS LAVATORIES DRINKING MAINS SERVICE SINK W. OR LESS 5-1 STORAGE 1 PER 100 OCC. OF R� its 1 rzR 100 OCC, 1 PER 1000 OCC. 1 SERVICE SINK F-1 FACTORY 1 PER 100 OCC. W% OR LESS OF woulfi ED 1 FER 100 OCC. 1 PER 100 OCC. 1 SERVICE SINK WATER CLOSETS W% OR LESS B-BUSINESS i PER 25 OCC. OF REau1RED 1 PER 40 OCC. 1 PER 100 OCC. 1 SERVICE SINK WATER CLOSETS TOTAL REQUIRED 3 NONE REQUIRED 3 3 3 PER ACTUAL OCC. TOTAL PROVIDED a 3 8 2 2 TOTAL PROVIDED 6 ---- 6 2 H.G. ACCESSIBLE } p �o z p p A- U Q m _ Q Q QO U v a a SCALE: A5 NOTED DRAWN SY: MRP CARD FILE: I:/16810116/A/8140 I OL n �- L L" U0 11 LLI toil wv f-- UU co 110 00 ��o 00 U00 x V) 00 O M ) 00 W O oho �o00 �W r � U cn�w 00 00 Q� a� 00 M a DRAWING NO. A10 -n.. 1 tro in a AMMI ELEV = 133'-2" j:k TOP OF MASONRY IV ELEV=1921-AN TOP OF WALL _ ELEV - 114'-S" FINISH 1:1009 _ — ELEV = 100'-0" TOP OF PANEL ELEV - 140'-0" EDGE OF Rog ELEV = 138'4" t EDGE OF ROOF ELEV = 130'-S' i - - FINISH FLOOR _ ELEV = I00'-0" TOP 01 PANNEL_ (bww-_ ELEV - 140'-0" TOP OF PANEL ELEV - 133'-2" TOP OF WALL _ ELEV = 114'-8' FIN1SH FLOOR ELEV = 100'-0" 10 13.1 93 )NOR TH ELEVATION SCALE: 1/16" = I'-0" A AB 5 5.4 BEYOND 1 g:;k _D�OCK ELEVATION _ Y ELEV = W-O' 2A n QQ �1EA5? ELEVATION imW J SCALE: 1/16" = 1'-0" �.16oUiN ELEVATION `# J SCALE: 1/16" = 1'-0" j.N�WE57 ELEVATION W J SCALE: 1/16" = 1'-oll _ rmlan r vvm OIL ELEV = 100'-0" TOP OF MASONRY ELEV = 122-8"Y�- FINISH FLOOR ELEV = 100'-0" TOP OF PA1mgL ELEV = 14m�'-0�°T TOP OF MASONRY /L ELEV = FINISH FLOOR ELEV = w00'-0" --, DOC? ELEV = w-0" TOP OF WALL 66 ELEV = 114'-80 FINISH FLOOR I w _ ELEV = 1W00'-o� ELEVATION KEY: L INSULATED METAL SANDWICH PANEL (SANDSTONE) 2A. SKIT FACED MASONRY WALL (SEE COLOR CHART) 25. SCORED / SPLIT RIB MASONRY WALL (SEE COLOR CHART) 3. EXTERIOR DRrAT / STUCCO WALL MATERIAL (COLOR-1) 4 EXTERIOR DRYVIT / STUCCO WALL MATERIAL (COLOR-2) 5. DRYVIT / STUCCO FORMED WINDOW SILLS (COLOR-2) 6. ALUMMUM STOREFRONT WINDOWS AND DOORS (WINDOW t DOOR FRAMES - DARK BRONZE / DOORS - DARK BRONZE) 1. NOT USED 8. ALUMMUM SCUPPER AND D004SPOZ (DARK BRONZE) 9. ALUMINUM GUTTER AND DOWNSPOUT (DARK BRONZE) 10. HOLLOW METAL DOORS AND FRAMES (DARK BRONZE) 1L INSULATED VERTICAL LIFT DOCK DOOR (WHITE) 12, GALVANIZED STAIR (DARK BRONZE) 13. GALVANIZED METAL GUARDRAIL (DARK BRONZE) 14. RETAINING WALL 15. ROOF ACCESS LADDER (DARK BRONZE) 16. EVAPORATOR CONDENSER AND PLATFORM (SEE PICTURES) M. CONCRETE FOUNDATION WALL I8 COMPANY LOGO/SIGN 1% MOTORIZED DAMPER LOUVER WITH INSECT SCREEN (DARK BRONZE) 20. EXTRUDED ALUMINIiM COPING CAP (DARK BRONZE) 21. FLOUR SILO 22. STANDING SEAM METAL ROOF / CANOPY (DARK BRONZE) >lu m ' o _ on :5 w n n 1 n W n w � n w ' n W w n ur WI-1 O 11- Q p"XI,IP TH �1 0 LL W n U In < O ti V �o � Z O ear V � ny 00 v' CF F , 00 v� �o 0 U00 ® h 00 00 H MU)00 O V W o 0000 Ic) ti ono m _M W 00 W 00 N SCALE: AS NOTED DRAIN BY: MRP CARD PILE: I:/1681/OWCx/A/87A3 0 DRAWING NO. F-lbal a PLANTING NOTES: ALL erltiNirK MATERIAL to ag i iRSERY emea �i stocK SUBJECT TO AAN STANDARDS THE CONTRACTOR S!-CALL SUPPLY ALL PLANTS iN QUANTITIES SUFFICIENT TO COMMETE THE WORK SHOWN ON THE: DRAWINGS AND LISTED iN THE PLANT LiST. IN THE: EVENT OF A DISCREPANCY BETWEEN QUANTITIES SHOWN iN THE PLANT LIST AND THOSE REQUIRED BY THEE DRAWINGS, THE LARGER NUMBER SHALL APPLY. PRECISE LOCATION OF ITEMS NOT DIMENSIONED ON THE PLAN ARE TO BE FIELD STAKED BY THE CONTRACTOR FOR APPROVAL BY THE OWNER ALL WF40 MASSINGS AND TREE PITS SHALL BE MULCHED TO A DEPTH OF 3" WITH SHREDDED PINE BARK MULCI-I. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGED VEGETATION AND SHALL REPLACE OR REPAIR ANY DAMAGED MATERIAL, AT HIS OWN EXPENSE. THE CONTRACTOR SHALL CONTACT "CALL BEFORE: YOU DIG" AT 1-WO-922-4455 PRIOR TO CONSTRUCTiM ALL SHRUB AND GROUNDCOVER PLANTING AREAS SHALL HAVE CONTINUOUS BEDS OF TOPSOIL 12" DEEP. ALL BAREERDOT AND HYDRO8EED AREAS SHALL HAVE A MINIMUM TOPSOIL BED OF V" THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES IN THE FIELD. WHERE PLANT MATERIAL MAY INTERFERE WITH UTILITIES, THE CONTRACTOR SHALL NOTIFY THE OWNER TO COORDINATE THEIR INSTALLATION. FOR PLANTING SOIL MIX, SEE SPECIFICATIONS OR PLANTiNG DETAILS. ALL EXISTING RILL, GULLY OR CHANNEL EROSION SHALL BE FILLED WITH APPROPRIATE BACKFILL_ MATERIAL, FiNE RAKED, SCARIFIED AND STABILIZED WITH APPROPRIATE VEGETATIVE MATERIAL AND / OR APPROPRIATE SEDIMENTATION AND EROSION CONTROL MEASURES. ADJUSTMENTS IN THE LOCATION OF THE PROPOSED PLANT MATERIAL AS A RESULT OF EXISTING VE0ETATION TO REMAIN SHALL BE APPROVED BY THE OWNER PRIOR TO INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL MAINTENANCE REPAIR AND REPLACEMENT OF PLANT ij'iATERIAL, AS REQUIRED, FOR THE DURATION OF THE PROJECT AND SUBSEQUENT WARRANTY PERIOD (i YEAR MINIMUM). PLANTNGS NSTALLED IN THE DRY 8UMMER MONTHS AND / OR LAWN SEEDED OUT OF SPRING OR F LL PERIODS, iF ALLOWED BY OWNER, WILL REQUIRE AGGRESSIVEE IRRIGATION PROGRAMS AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE DIRECTED BY THE OWNER UPON COMPLETION OF PLANTING, REMOVE FROi'4 SITE ALL EXCESS SOiL , MULCH, AND MATERIALS A 0 DEBRIS RESULTING FROM WORK OPERATIONS. CLEAN UP SHOULD BE COMPLETED AT THE END OF EACH WORKNG DAY. RESTORE TO ORIGINAL CONDITIONS ALL DAMAGED PAVEMENTS, PLANTING AREAS, STRUCTURES AND LAWN AREAS RESULTING FROM LANDSCAPING OPERATIONS. CONTRACTOR SHALL SURVEY LOCATE ALL TREES WITHIN THE DEVELOPMENT ENVELOPE FOR REVIEW BY OWNER PRIOR TO CLEARING OPERATIONS. PLANTING LEGEND DRAiNAce SWALE SEED Mix ( 1 EXIST. TREE TO REMAIN EXISTING EDGE WOODS TO BE REMOVED PROpOSED EDGE WOODS TO REMAIN PROP. STREET TREE O 00 PLANT LIST PROP. FLOWERING ti�EE PROP. EVERGREEN TREE SHRUB PLANTING PLANT QUANTITY TREES GH -L ==N NAM GLEDITSIA TRIACANTHOS COMMON NAME HALKA THORNLESS 'HALKA' HONEYLOCUST JV JUNiPERUS VIRSINiANA RED CEDAR PC PYRUS CALLERYANA BRADFORD PEAR PP PICEA PLNKxENS BLUE SPRUCE PPPI��QPiCEA PUWsENS BLUE SPRUCE Su��didL RA ROSA 'THE FAIRY' MEIDILAND ROSE 'THE FAIRY' RM RHODODENDRON MUC- COWELL PiNK RONULATUM RHODODENDRON HB W1518CUS SYRiACUS 'DiANA' ROSE OF SHARON PF POTENTILLA FRUTICOSA SHRUBBY CINQUEFOIL 'TANGERINE' TANGERINE TM TAXUS X MEDIA ANGLOJAP YEW NOTE: MATURE PLANT SiZES WiLL VARY GREATLY BASED ON LOCATION AND CARE WETLAND REMEDIATION MIX TO BE "BLACKLEDGE RIVER NURSERY 2000 WETLAND SEED MIX" OR EQUAL DRAINAGE SWALE SEED MIX RATE: 4D 1b/I,roW of BIRD'S -FOOT TREFOIL W/INOCULANT CROUN VETCH W/INOCULANT CHEWING FESCUE LAWN AREA MIXTURE: /I /oo /A RATE.- 5115SA0003F. % OF WEIGHT KiND OF SEED 259. MAGIC PERENNIAL RYES 2596 FIESTA 11 3M CREEPING FESCUE 10% YORKTOWN PERENNIAL RYEGRASS 10% COMMON KENTUCKY BLUEGRASS 13 24Si'CAL. 605"' 8 5'-6' HT. 405<20' 6 2 -2.5" CAL. 30'XI5' 4 5'-6' HT. 505<20' 6 i'-8' HT. 50500' 15 12 " -18"S P. 1 1 / 2' X4' 23 24"-30" HT. 6-S' 8 3-4'14T. 81X6' 15 18"-24"SP. 1 1/2'X3' 'i 24"-3011SP. 4'X4' CO CRNUS AMONUM SILKY DOGWOOD 32 3'-4'HT. O 8'X8' CA CLETHRA ALNiFOLiA SUMMERSMET 36 3'-41HT. 6'X5' iV ILEX VERTICiLATA WINTERBERRY 53 3'-4114T: 6'X10' VA VACCINIUM C 7Kg1"iBOSUM HIGHBUSH BLUEBERRY 43 2 1/2' -3'HT. 1'X10' NOTE: 1) FOR REMEDIATION AREA PROVIDE 6"-S" OF TOPSOIL AMENDED WiTH ORGANIC MATTER. 2) ALL REMEDiATiON PLANTINGS TO BE SUPERVISED BY WETLAND SCIENTIST. 3) REM PIATION AREA TO BE MONITORED FOR A PERIOD OF THREE YEARS. eEt OFIROOT v s v ♦ ,C140MCE T� �yUVNirHt6wAs LE�4M OR 14 ME STOP S&L I* N- i" ®♦ ♦ p0. 8000 VAR1r 1 EADW AT AAOVE FNtBH ♦ ♦ ♦ ♦v FLM InWat ANY AMMONAL Rum♦ aas!► ♦ t PRHM FOR BPECM ♦ ♦ a v C RF=TI Ef �� V��V7/I �ppl�l ■C41IE 4, 41 ABM ONLY WI . EFZlALLY ♦ 4 . 464 pAyOM.1. W'17 nYCFi0R:1�IXA AM COMPACT TO SPOT AROIt ROOT MN s t _ MAiVAC111iM TTO"1FEE a" 1>iECOhI'EThAti01=l 4' MOM TO aAt R lum GTAITS, ANY 8YN1I#itC Malt- fI L Alt MAY TOP COI'PACt SOL Mpc THUD OF NKAP, my AYIAY TOP THIRD OF ww I?mv. L&m AfWUtV Room WCAI&Y All FLoW FM BALL AND FITCH WM OF PRIOR TO FLAMM A MY T01116M MWRM PiT TO W 1W TO TM WOTH OF ROOT ISALL - TAFM TREE DETAIL P � ��_GND ��&Y DEAD A DA ACAEP 0IR4NCW8 ,4FTEi� v P�LA�t�r�rn�A� .�� C AVEER�R ca C1901%4L LZAI;/M 4 �d♦r s MN. 3" APPROVED MULCH IN SOIL SAUCER (TYPE ♦♦ Z �TO FLAM7 FM — .-•- r ._—...-- �- ..-"�_.� _ _i�r. i._..._. _. -. ,.. _3!= .. �","i Y�^�.' "'-�� "� �.".^ :"PIR+v^ 78 78 E3U�FER PROPC?81=D 3' WIDE MULCH NATUREAMMING IRESIDENTIAL ZONE \ TRAiL THROUGH EXISTING WOODS TO REMAIN - TO BE LAiD OUT IN FIELD TO BE SATISFIED BY EXIST WITH TOWN STAFF (TYP) _ UNDISTURBED VEGETATION I L OT A/ Z_A = ` ..2ii9 - Ac. ` 99, 227Y S. F. �s ----------------------------------T TAL 50T LANE N11F 121 CoNN'1-c11-cu1- AVENUE ASSOCIATE..'-,� ASSE-SSO/?S IVAP 60 LOT 11 I/o% S29 / Pq. z ..� s� 10' CL&P � EASEMENT (/4?fF._ !/OL 5>7 I �va ♦ GET Roat AT la ADOVE FIIN1914 GRADE.M-I" REMOVE ALL CONTAt OR FVWM MOOT BY ALL ENTIREL �1 /I ACT SOI MIX AMY Amu e � f1� I-FP'Ms 111R7 SHRUB DETAIL MULCH PATH APPROXIMATE MITIGATION AREA (rrp) WETLAND DIA'ri ( , PLANTINGS MIX: 4-00, 25-CA, (__ _ -IV, 32-VA) ON. 5'®j�. (TYP) U L i I I WA WE AND REMEDIATION j% PLANT\ING3. IX- y, 9-CA,1:�-IV, HOVA ) (TYP). MIX WTUEEN WATERCOURSE WATE AND SWALE. ` / / o � ;r . • j I 1 /' F ol 1\ u/ I / I % I I 1 I 1 � 1 1 1 1 I SITE LANDSCAPE. PLAN 1 "=40' LANDSCAPE DATA vw cwM I%w n 9-w REQUIRED PROPOSED TOTAL PARKING LOT AREA NA 33,856SF LANDSCAPE AREA 5% •16928F. 1.2% ■24328F NUMBER PARKING LOT TREES 1 TREE/10 SPACES I TREES • 6 TREES IN AFMA OF: AE PHASE 2 REQUIRED TOTAL PARKING LOT AREA NA 14,4003F LANDSCAPE AREA 5% N,1208F 6.2% =9003F NUMBER PARKING LOT TREES 1 TREEAV SPACES 4 TREES 3 TREES FERRERO HIXON _ ASSOCIATES LLC LANDSCAPE ARCHITECTS & PLANNERS P.O. Box 425 736 HOPMEADow ST. SIMSBURY, CONNECTICUT 06070 (860) 658-0456 ' a h V U � � H —A W IL n � 111 v IL < CIO Si h � 00 O M d-kn woo kn O U00 ® � 00 V O�lrm M �00 7 O W O 0oo, 00 ~ W�W QIFM r W � � w 00_ A� 00 d- a SCALE: A5 NOTED DRA N BY: CF CARD FILE: I:/I(o81/i)1Z/CIVIL/87L10 DRAWING NO. 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P7 .01 .02 .04 .09 .19 .31 .55 4 5 .90 .8 .84 .99 1.00 .86 .78 .68 .74 .91 1.04 1.04 1.47 .62 3.00 4.17 3.85 1.77 .60 .31 -'� + + + + + + + + T .�. .i. .�- -r• 'i' T T T .01 .02 .03 .06 .1 .25 .30 .39 .41 .49 .75 1 1 1.23 2.74 3.51 2.57 1.23 .51 .25 LANE J T AVENUE) + + + + + + + + + + + + + + + + + + 01 .01 .01 .02 .18 .47 .10 .11 1.01 1.39 1.55 1k76 1.49 .63 .36 .16 0 .01 .01 .01 .G2 .0 13 .38 93 .03 . + 0 .97 1:31 1.40 .78 .49 .31 .15 + + + +_ +_ +_ {� "�� , XL 4 1 + .$9 129 1.48 1.73 1.48 .63 .36 .16 .01 .0.1 .01 .02 2 U3 U3 3 .10 UZI c.qu .j i + + + + + + + + + + +- + + + + + + + + + + 01 .01 .01 .02 .03 .05 .06 .07 .07 7 .13 .56 2. < 0 7 1 35 .63 .97 2.60 -+44 2.54 1.22 .50 .25 WA + + + + + + + + + + + + + + + + + + + + + + + + .01 .01 .02 .04 .06 .10 .16 .19 7 .14 3 .19 .75 3.5 2 0 3 28 1.25 2.79 4.11 3.83 1.77 .60 .31 P11- �.. + + + + + + + + + + + + + + + + + + + + + + + 01 .02 .04 .09 .14 .22 .39 .35 0 28 9 + .89 2.2 4 .1 25 1.21 2.41 4.50 4.21 1.84 .68 .33 + + + + + + + + + + + + + + + + + + + + + .01 .03 .07 .13 .25 .40 .76 .63 1 .55 9 .26 .82 3.0 0 27 .66 1.04 3.03 22 3.17 2.10 .55 .25 .01 .03 .09 .20 .42 1.12 1.23 1.15 0 .65 6 .20 .64 2.3 0 30 E7` 1.11 1.47 2.13 1.55 .67 35 .15 WA ��. + + + + + + + + + + + + + + + + + + + + + + + + .03 .05 .14 .30 .79 2.29 3.42 3.42 1.57 .45 .27 .24 .7 3.26 0 1 33 ,5 .65 .79 .81 .53 .30 .19 .09 .03 .07 .19 .50 1.09 2.98 4.57 .11 1.45 .69 .55 .6 2 0 23 .28 .31 .48 .37 .22 .1.6 .09 .04 + + + + + + + + + + + + + + + + + + q, + + + + 03 .09 .26 .6 .2 4.45 5.29 3.55 1.23 .84 .67 .50 .52 .84 3 0 .11 -__.1y .09 .11 j 9 .09 .07 .04 .02 WB __ _ + + + + * * * �k �k �k * �k * * + .06 .13 .25 9 1.16 2.66 4.73 3.48 1.81 .65 .62 .63 .74 1.04 2.8 + 3 04 _ .02 .03 02 .02 .02 .02 .01 U) + + + + * * * * * * * * * * + + + + - -- + + U)- + + + 11 .21 .37 2 1.13 1.65 2.82 2.29 1.13 .55 .42 .75 1.27 1.65 2.85 1 02 .D1 .01 .01 �01 .01 .01 .01 .20 .36 .69 1.16 1.28 1.45 1.58 1.30 1.33 .83 .47 .57 1 01 WC + + + + * * * * * * * * * * * W .30 .71 1.56 .93 2.29 1.42 1.16 .76 .63 .47 .38 .56 1.67 2.50 6. j---- z .45 1.10 3.21 .81 3.41 1.69 1.19 .64 .41 .32 .35 .59 1.61 3.48 6.11 {� I W + + + P1 .56 1.76 3.78 3.51 1.23 1.21 .56 .34 .29 .35 .63 1.11 2.11 4.09 LL + + + + * * * * * * * * * * d- .49 1.18 3.52 .85 3.31 1.70 1.25 .74 .48 .39 .47 .76 1.10 1.33 1.54 l-- + + + + * * * * * * * *�S H I P� I1/ .36. .86 1.78. .24 2.71 1.52 1.14 1.02. .87 .74 .81 9 8 .84 RECEIVING DOCK -� I .34 .59 1.11 1.72 1-.84 1.63 1.48 1.40 1.23 .91 1.28 1.19 .79 1.01 .50 + + + + .35 .66 1.42 .50 2.10 1.68 1.51 1.47 1.64 2.56 1.79 2.12 1.92 1.10 .58 I - + + + + * * * * * * * P1 * .37 1.04 2.43 .05 3.33 1.83 1.34 1.43 2.33 3.97 4.05 3.87 3.02 1.35 .80 .51 1.38 3.32 .77 3.42 1.52 1.32 1.06 2.23 8 5.05 4.07 2.94 1.55 .43 .1 2 P1 .50 1.36 3.30 .75 3.39 1.47 1.23 .74 1 8 2.68 3.13 2.52 1.74 .64 .29 1 .34 .95 2.31 .90 3.13.. 1.61 .79 .58 .59 .99 1.20 .82 .73 .34 .18 0 0 .25 .48 1.13 1.98 1.44 1.16 .79' .55 .35 4 .42 .37 .25 .16 .09 4 0 1 + + + + + + + + + + + + + +. + + + .14 .24 .40 .32 0 .21 14' FIRE LANE W/GRASS COVER + + + + + + + + + + + + + + + + .06 .12 .18 .25 .45 .30 .26 .26 .17 .11 .08 01 + + + + + + + + + + + + + + + + %.03 .05 .07 .08 .09 .08 .10 .10 .08 .05 .04 .03 .02 .01 .01 .01 -� --W .02 .02 .02 .02 .02 .02 .04 .03 .03 .02 .02 .01 .01 PROPOSED SITE LIGHTING LAYOUT SCALE: 1 " = 30'-0" CARLA'S PASTA - PROJECT #156-9113 LABEL QUANTITY OPTICAL HT. CATALOG DESCRIPTION P1 8 24.5' GARDCO G18 1 4XL 400 SUPER MH P2 1 24.5' GARDCO G18 1 3XL 400 SUPER MH WC 1 20' GARDCO G18 W 4XL 400 SUPER MH WA 2 20' mcPHILBEN 107 Wr 175MH WB 1 10' mcPHILBEN .107 MT 42TRF 40OW SUPER METAL HALIDE RATED 39,000 LUMENS INITIWHORIZONTAL) 1 7sW MFTAI HALIDE RATED 12.800 LUMENS INITIAL(HORIZONTAL) 42W TRF FLUORESCENT RATED 3,200 LUMENS INITIAL SCALE: 1 INCH = 30.0 FEET MAINTENANCE FACTOR: 0.72 ALL VALUES SHOWN ARE MAINTAINED HORIZONTAL FOOTCANDLES AT GRADE PHOTOMETRIC DATA USED AS INPUT FOR THESE CALCULATIONS IS BASED ON ESTABLISHED IES- PROCEDURES AND PUBLISHED LAMP RATINGS. FIELD PERFORMANCE WILL DEPEND ON ACTUAL LAMP, . BALLAST, ELECTRICAL, AND SITE CHARACTERISTICS. GRAPHICAL OUTPUT BY LUMENCAD (C) 1994. SOr iWARE TOUCH PHOTOMETRY NOT PRINTED DESIGN ANALYSIS FOR. THE DENNIS GROUP; MICHAEL TOTO REPORT FOR P.D.I.; MOE BLANCHETTE BY : GARDCO\EMCO\mcPHILBEN LIGHTING; RICHARD JOHNSTONE VERSION 2.0 LUMEN -POINT (C) 1984. 1987 LIGHTING TECHNOLOGIES 2540 FRONTIER AVENUE, SUITE 107, BOULDER, CO 803D1 INPUT FILE 1569113R.LPI DATE : 11.21.00 L U M I N A I R E S C H E D U L E Luminaire : Luminaire File GW4X4M.IES • -•--.___ .,..mb-__ wminaire ��urnver , � Label : P1 Description 97-6289 GARDCO LIGHTING GW4X4M.IES 6/2/97 Light Loss Factor .72 From Photometry Candela Multiplier 1.00 Ballast Factor : 1.00 Lamp : Rated Lumens/Lamp 39000. Description CLEAR 40OW SUPER MH Luminaire : Luminaire File GW3X4M.IES Luminaire Number 1 Label : P2 Description 97-6090 GARDCO LIGHTING GW3X4M.IES 1/24/97 Light Loss Factor : .72 From Photometry Candela Multiplier : 1.00 Ballast Factor : 1.00 Lamp : Rated Lumens/Lamp : 39000. Description CLEAR 40OW SUPER MH Luminaire : Luminaire File GW4X4M.IES Luminaire Number 1 Label : WC Description : 97-6289 GARDCO LIGHTING GW4X4M.IES 6/2/97 Light Loss Factor : .72 From Photometry Candela Multiplier 1.00 Ballast Factor 1.00 Lamp : Rated Lumens/Lamp 39000. Description CLEAR 40OW SUPER MH Luminaire : Luminaire File M1 M42F.IES Luminaire Number : t Label : WB Description : 97-6384 mcPHILBEN LIGHTING M1M42F.IES 9/24/97 Light Loss Factor : .72 From Photometry Candela Multiplier : 1.00 Ballast Factor : 1.00 Lamp : Rated Lumens/Lamp 3200. Description 42W TRF FLUORESCENT Luminaire : Luminaire File M1W17M..IES Luminaire Number 1 Label : WA Description : 94-5023 mcPHILBEN LIGHTING M1W17M.IES 01/17/94 Light Loss Factor .72 From Photometry : Candela Multiplier : 1.00 Ballast Factor : 1.00 Lamp : Rated Lumens/Lamp 12800. Description : CLEAR 175W MH SUMMARY OF STATISTICAL AREAS STATISTICAL AREA # 2 - TYPICAL PORTION OF PAVED PARKING AREA Analysis grid statistics for those points within the area bounded by. PT 1 PT 2 PT 3 PT 4 X 233.0 473.3 471.3 239.3 Y 545.3 548.8 465.3 464.3 Grid Number 1 - Quantity Calculated: HORIZONTAL ILLUMINANCE Average : 2.21 Maximum / Minimum 8.57 Maximum 5.41 Maximum / Average 2.44 Minimum .63 Average / Minimurn 3.51 Mean Deviation 1.05 Number of Points 92 STATISTICAL AREA # 3 - TYPICAL PORTION OF SHIPPING/RECEMNG Analysis grid statistics for those points within the area bounded by: PT 1 PT 2 PT 3 PT 4 PT 5 PT 6 X 224.5 227.0 148.5 125.3 69.5 64.3 Y 278.3 114.0 106.3 58.5 58.0 275.5 Grid Number 1 - Quantity Calculated: HORIZONTAL ILLUMINANCE Average : 1.57 Maximum / Minimum 22.7 Maximum 6.53 Maximum / Average 4.15 Minimum .29 Average / Minimum 5.47 Mean Deviation .84 Number of Points 1.37 z Uo z o 4. Z 0 Q U m w Q o Z 0 H tl ti N F' M �0 WO 00 F''-4 IV �O 00 M W d� � U M C 00 00 M d' a, V1 SCALE:.. AS NOTED - DRAWN BY. CADD RLF- I:\DWG\E\MISC\87 GARDCO 2.DWG DMING N0. E1.12 F- 1 687