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Home My WebLink About00-55P_RE-SUBDIVISION OF LOTS 2 & 3 CONSTITUTION LANDING PROPERTY OF HALE REALTY, LLC_TALBOT LANE (FORMERLY CONNECTICUT AVENUE);i i�.w;. olia.11 v+i 1' i4vE'1'4 E S1�l�j' •:.17i/NIiS�i:i, Cll b.fir. tilSi,7.: AREA Ct)DiT. WO 4444011 Jampry 1:, 200; CEBTI.Mrb l'Af. $Ud Realty, Inc. Mr. S agio SRuotr .92 Katrllxrood l4S wkc4t4f. f-T' 06040 Dear Mr. Syustr3.rrr: iis' :4.gplt Out-SSp, {"pria'r aqt„ $ire P'1s1 a .d'�43�+f�"n!QiD"' We We pdar mad to advisa ytm Mat the P10mutig A Zorming Cc ®arena vowd on i/W01 to eve with modiacaaamr the above rokireaccd my6cidon for a Site !'lair of Devwopmen-L This VPWYZ iw 8rr tlae yooadtiction of a 46,000 aq. R anmtrf ritrg bcaldfng cm {avpwty located. at tTtr sixlbarty tad -Of Ta1i- TAM OWDWIV COI— beau Ave.). I xodo w ttbMn ou plane pr wed by Mom= At j> sa= , ,SOD No. Oi 15-k dated 121ZSM a revised. This xWeval is subjcat to the WAow ing ugAffi stims, 1. Prw to womaducamwo of my site vour [, a 1Saandng m tt be held wilb Tosses Sias 2 No WANnS past WW biw toadtattil f ftnnt mAin rave been Sled in t w Town Clays off x, 3. This appficam is subject 1n.40 C004 0M od'Appwai of toe Istaau Wedlads ASmoyXoaae;estios i C.caw,4 m. la' Al ullus a bow is dlearnaamt of sl Qsmto Carom sueaacr- of the nati gation area rear wrwtta quality -We IS3,00 w ho mWasedithw suocmdw awbliairosan of ilia swaw rrrsd 37.000 tso be laid ftq Wires y►-am to =am Istabfi tbmac t of fte tmtigazoe aural and a bond in the meant of $5,ow anw+n coeogiilmce with its: awairm and w&meuutu= eonuvl careers 4. An w-bmih p1w is rwpwed pnotr to inuxle-e of a C=WLa to of 0=vq=cv per Sear= S.1.10 of the Zo mg i.P4064 dnriw arc -q1i nd if d- t ties a bmemrawt 4. !k lltl is tt IrMd is t m tlt MUM of SS 1 W # to rain and anal be nbm nrd prior w 5fing ofmylm. 7. 3 t7i(id11y the devo3oger• most bear the aI -sad staban=d stpatwe of lira Town of I. WPCA *Pn ual is mcl-red. 9. If a Shoe Trafc Cbmmtscim catifieate is required no Nawiag permits will be iasuod uaaw the cetti a=ie rear u Rwl. i Lyw VLJJ �Ii'*-3I 11. 10. Thu building sava mrmh r nwin ba bwIn Eed on the final plan. 11. Quantity mnamer, un be sub®ttod to the Town Engtuaw (ore amcloaed form) for du. pvrprAo of dc=-i—g sutx rAs= bond. All bonds sbali coatiorat to the enaltwed bond policy and ¢laic be posted prom to CAMS the anal Puna is the Town Curie's offtm. ' f the RevWOP r chooses to sabeut a Latter of Credit for a oar year tan, said Latter of Chain must be mmwal on a yoady bans wurl c*mpiuion ofthe dereiopmcn. If a crew Lacier of Cratit has mt bra i rocerved wathin Stl days before the exFiratica dare. the Comrnisuion may, at its option, cats rae Law it is hnieing. (Policy enclosed' 12 7own UStrieer's rmiew• cosrmren's data! January 4.2001 must he addmsscd to the Town Engineer's � sallc;w<tjOR. :'. Size of par" rq►r,.es must be tde=f1ed on the plans. ! s. Lrnroase suss of mcue trees;`slirubs in room o± the btuldwg. ilhrl, and white ttam7 a=,, rnylats of Sheet 93 fur the site plan and Sheet r1 for the tesubdivision with the above rrodificatioat, togetfrer wtth three blueprint oopM of the entire act of plans neat he submitted to tf•,ts Commission wtdiin 30 days to be stamped red signed. The le:a= of approval of this COa U3iS5i0tr as Art! as the Inland Wetlands Agency/Conservation Commissioa must be reproduced on the my[ as After the invi an have been signed by the Com:3:dwQ . they will be retizued to you for filing in the Of me of the Tovm ClerL Afar [roux thaw puns, a oopy of the rw mpt must be subr teed to the Punning T1e{ssornt=t Very tarry ymits, Walter r. Mealy, chaumm Planning sad Zoning Cotmnresam wihvdit x Tows E.ngbwLr Chief Building Official Asxessor Supeturk= ant of Pollution Control Tire Mar" Messer & .Associates EXISTING IRON PIN PROPERTY CORNERS & IRON PINS TO BE SET EXISTING MONUMENT MONUMENT TO BE SET UTILITY POL E SOUTH 0INDSOR LAND RECORDS RECE/VEO FOR RECORD/NG.• TOWN CLERK DATE T/ME AL4P No. AP10190 kEO SY THE SOUTH MMOSOI? PLANNING AW ZONING COMMISSION.- CHAIRMAN GATE 70 775E &rST ar' A/Y A%V#ZM2F Mfg 6EWr AV ARP LS 5MR5•TAMAUY L CT AS' AVW filr7?&W AW AIT .5Z4MYAAV ARP MU a99V 1140A1 FM AV A6r6K0 V2-r /MY _'Z 7A%W A9-.. s�-1 7A#W seVL _a9BL-A!9 Or' 7W RLr6M47A% S' ar 6DW 7xY/T STATE A6M&3 - Ar/ SiAA04%U F6W 5ZOM7S Mfg ARPS AV AF STATE ar- 6laWWV7)a11• AS' E J9a?_ rD BY 7AE* Ca'lfWr)9Cff A552x MV a- LAMS SUPi2XW4 AC /T GCS' A A Z3UX"OCW RMV A t2V GW A Z19PD41 %W RLrS7RWY 6)ati4rVANOM; 70 hV*& WTAL AGL7A?ACY OY 4A-2. t3ZT AVW Ai'RL'7a ) .57A4►2rr1.7PS JXM a47E L1419KW A4,N/ WF Al Eth P,IL N A tV A4 6WOW C ^ ZOWE :.7 0 \V O V 25' SMET nil EALSEM%T 70 L+ir )9?&-AL^// S=W ClArLF &1&01AV ASSN. INL: ASSESSORS M4P 50 LOT 8 Va/. ;Y9 / ,09 259 /?&-A/CH SOM C/R.;YE 8U/L.LUAO' ASSN. 11W. ZOW : I ASSESSORS M4P 60 LOT 7 Vol 799 / P4 259 O a 5 23'-31'-12" W 550.00 "CONSTITUTION ASSESSORS Al(AP 60 A = 79'-58'-15" / LAND/N49 LOT 10 R = 72.00' "La OV(5117Z1) W UNAWG Lc La = t 2 53' �' I LOT 1 Chrd. Brng. 0 79'-54'-23" \ �N 16'-24'-03" W LOT AREA = }?1-6 R = 25.00' 1.2882E Ac. i `i Ln �� /SEO Lo = 34.87' 56,116E S. A_ LOT AREA = C lyd. B �g.. NEW 0 CtJiSS'77 .V7' A MP AZV MU A M 7M- Af4L1et Vi CM -AF-SAC 70 7W Pl9L7ei1M7Y LAC Muff LOT cavnww 77Rr Amur R9 ME t:1r4�V1M,^21G&TAiMCC LLC-nW-,SAC LOC47M 7D 2Yrlr' SOLOW Ar• MW 9%%9_cWY. 72A.r' AC77W LOi: MV AW JFGYJ7, W ar 7W 7Ti31AL M4U Lr A67BOMMW AT 77,f<' 7AW Or G*II WX7XW AW AV ZONE: A 20 ACCDaX4Ve,W7N 7iC AC2i' V 7099ae 1'!Y S 2 3- .31 - 12 ' W `J 35112 ! V A5.' E OW9 MAP 47 0 WALA'INO )RAIL E4_S'EA/EJ1/T50' Bl/farE7P FhY»A/ 1iol. 1192 2J,7 C Lnto Y` yL MNL ZGtNE 19*_Vr 2.2779.E Ac. N 16'-25'-59" W ,O LIAF $ 47 6 ' 99,227Y S. A ' . A = 179'--56'-08" f?:1R11/ER -__� __- s T9 3a` =sa' w Li4s�.i/ENT _-S 2i'-3! =>2 iY' 1F5 J9' R = 72..00' f 4 T 1 �FB7. 19' j� P/��%PTi� Lo = 226.1 1' 30 J1 2r7M411 or Saw NA171LEZW 7 RYAN A53MOWS M4P 50 LOT 12 Vo% 412 / Pg. 229 "I NNAL P1 TOVIN, OF ti mes:'fir i_D SiLJiVI�i rrjv` DATE: Y r., .'Iv..i �ti•u., �7itlV"OK �T��"r'� a.W W�F'.�1'�iFV:J�,FY.. _. Y ivi N 66'--28'-48" W N/F 121 CMNEC7K'U7 Ak£NUE ASYODWE3 ASSESSORS A41P 60 LOT 11 Va✓. 829 / Pg 218 .law : I PROPERLY CORNER & 4IONIIAlfN- T POINT 000R,011WES POINT NORTHINO AFAS17NO O1 IZMW..07 189796.68 ?0 17,1J81.04 1897M..69 © 17429J 47 189730.78 Q 174U24.70 189836.65 n 174U55. 49 189827.57 © 174759 JT2 1. IV07.68 © 17�f78?.27 19Ya440.5B O 17,feb'92. 47 1902�6: B8 ,X Lc = 144.00' Chrd. Brng. = / (.. S 66'-26'-52" E 9 1Y LAC "CONS? V170N AP L ,01N1; -3 V-12" REYTSED LOT AREA = EASEA�fOVT eZWA4WY &7)12l'EN 01 �• \ A55fSVRS L07S 60-9 & 60-10 - FaZONS I ASSESSORS M4P 60 ,€ l CRY LOT 10 r*, N� 94 ins -- MZF REALTY, LLC ka. 1094 / Pa: 215 N 2T 11' 04" E N 66'-48'-56" W 20.00' N 23'-11'-04" E 100.00 �- N/1" QSP14E'Y ASSOCNIFS & R*VII/Y AVrw4R7Y A63E3SOl1PS' M4P 60 LOT a41 7YAFM!PH GW kw 596 / Pg 5.9.E Vol 712/Pg 61 Va✓. 1014 / )C�?. 2.w PROPE/TTY OdYNC!'S.- HALE 7TLA_ Z TY, LLC,• OSPREY ASSOC/ATCS,- & RODE--R W. TALBOT, Sr. 275 NEW STATE ROAD P. 0. BOX 300 MANCHESTEf, CT. 06040 71-M0771Y F004R7Y 910—CIO NUT/lM-G R0140 SOUTH SOUTH WINOSOR, CT 06074 APPL/CA/I�T O ! z 137 44' 1 O - 1 75' CGWSERVA7XAW ' EA4SEA/ow ! ---- ----- L..----"--- --- L344 MQrG AW MVN7E2W 1G1 E4SL/fNTf IN FA4WW a-- LOT 5 OWTO LOT J "OP ONSIM117ON LANDING" LOT 5 LOT AREA = 9.3861E Ac. 408,857Y S.F. 666.G3`-- ASSESSOF'S M4P 60 LOT 9 N IiWE REALTY, LLC 1+t2L" 1094 / PG: 215 HALE I? 4L TY LL C 275 NEW STALE" ROAD /? 0. Sox 300 MANCHCSTCf? 07- 06040 TELEPHONE (860) 647-9798 TOTAL AREA OF RESUB91 S/ON rZOTS 2 & 3 AND CUL-DE-S40j = 43,, 363E S. F. 9.948E Ac. ZONE: I COPYRIGHT © 2000 MESSIER & ASSOCA&S, INC. SUA YVRS - ENGINEERS THESE ORAWINGS ARE THE PROPERTY OF TH£ ENGINEER/ SURVEYOR AND HAVE BEEN PREPARED SPEC/F/CALLY FOR THE OWNER FOR TN/S PRaIECT AT TN/S SITE, AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, L0Q47I0N, OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER/ SURVEYOR. NO DECLARATION IS EXPRESSED OR /AIPLIED UNLESS 7HIS PLAN BEARS THE EMBOSSED SEAL OF THE LAND SURVEYOR AND/OR PROFESSIONAL ENGINEER WHOSE SIGNATURE ASPEARS HEREON. GENERAL NOTES ,WI.S M4P MgS PREPAo%W TO L1VW7 fail£ RJE3UWN09fA'YV OF THIS 1Wa&XW7r IT *IS COA# LM FTr3A'if/ LA IW A CI'AWD AF_Wi f0/,, fXaP INY£57Mr AON, ag= A44PS ",0 OM ER SO RafS. Ar LS, AV THE a V ac THE SUAWM?,, A AFS&SW. IV® a" - AVY ! 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COYlN444 ., R137) 7"WS AM9/OW RKYU AS Or REZ'Y W 7CY ANY AfREW MV/GW As VL9X7Z27 HEREM AI24UW 7H£ fUZOlM W A LIECLA/Pi AW OF E452 0EN75 AW 60WV4475 BY hNLE R"IY, LLC, a47Z77 A9#QV 4 2001, A4(0 RLeO D AV KX bW 1192 AT PAGE' ?J7 Ore" AF St.'V+ 7H NfWSOR LAWD REI:LWDS A AEGI/AR47X7W Or COWWN7S• A417 Ar 7R1 7A9A6 8Y 1AZC REW7Y, LLC, a47FD h9 K 27, "1, AND fifM9940 IN GCXUAAr' 1206 AT PA6F ?59 OF AF SAUTE/ N9W475YW LAND RECWVS A0 5' PA09997Y IS` LOC J7W 64rl SW Ole Tfielt'" 10 -YEAR AZO09 irti4ZAR0 AaA AS' .9WW OW FZ6W AVSC11?M X R47F AW % FOW 77IE TOWN Or SCOW MOWSA4, PANEL 7 Cie" 9, CCilAKW = /&AIS rR OWaV a:074 L77FOZW D47E ANY 1, 19W,, U.S AS0AR7J4%7 OF hMMA49 AND M& W AEYEZORA4 NT, )9ZOW /MS'UR4hl;£ A2h4r'Y. POSSOU- C0V&V7XW Qrl4RL2F OW 07Af9? Ar WWTARY 6)AeFE' ✓SS aW 1?72 TAE' AtQr7Rlaa/TAW 4W71W1:7 AV AN A44MW BASED U°LW PREYA/UYVI,^ RQ447E�S/ hV E 7TV AT ME' TilW 6F /55'U4/1V'E Or- THE "-qr COWNECIXAW it/ r� . LVf "trriiC .it"„f"tLc O 200 400 1 7M , w / I aw MESSIER & ASSOCIATES, Inc. SURVEYORS — ENGINEERS MANCHESTER, CT. (860) 646-6013 PUTNAM, CT. (860) 928-1171 PLANNING — SURVEY — DESIGN — CONSTRUCTION RE -SUBDIVISION PLAN RESU8,01141510N OF LOTS 2 & 3 "CONSTITUTION LANDING' " PROPERTY OF HALE REALTY, LLC TAL9OT LANE F%/TMC7TL Y L,O%V/VC(�//UUT AYCNUCf SOUTH W/NOSOR, CONNECT/CUT Sr".. 1 =100 ,cT. LWAN0y : DAS CHECK : A' SiYEET I OF 6 170- f7P ,q q�{7 ,• 99-092ZZA rye.' � / V took NAPES AND ADDRESSES OF PROPERTY OWNERS `11TH/N 500 FEET OF THE SUBJECT PROPERTY PROPS A/ONUMhw fPoYN7' NG �! 17. Q 17 © 17, 0 17 © 17, 17 © 17, © 17 I V Q O OT 2 O O FO MAZY COMM-CM4,7 , J� 60---12----� bC ZME Z � oT ZONING DATA ZONE INDUSTRIAL NE/ REQU/REO AtININON LOT 2 LOT 9 LOT Ahil 20,6W SF- 99,227 SF. .71 ,125 SF. LOT M707N 100/7 379 IT. 691 fT. LOT LOWN 150 A7 250 fT. 341 FT. b&YLLVM; fA 76;97 2 Aft N, � fT UV — LOT Gbf�1P�1Q� S71PYA;7Lb4E3' 50.Y A"AOW — LOT Gib -A 4RWMR/S 64r AN*W& — o9%iW YARD -V7MOr r� =71 'A*W&fW — 'wr YARl7 M7SIQY 10 AM7 Blov — REAR YARD SE7B4a5' Iff Mr rN/ — �l ,?OAF,4M ,ORIVE• 7RAC7- BOUNWY (yYP.) A ZMCWs A4tP/ LOr AO. PAVOIlWY AOMrSS AMCEWY c*ie?s) 144wrs) 144&IAV AAa ESS 60-11 121 Ca4Af )9tW/r AIVNGlr 121 C6WWrr7%W .4H9lW 21 LAKE SMEET AZ"W EIL.Iti 7M CT 06MY 60-12 4W 6VM90 WS h0tP I r RYMr A47f, my T. 45 60m9wotws /*WMY .Sam MA{Cme CT 6W74 60-1,9 4f1 6Mi7Pb NS /dq'1MAY ELEC7R!'1 S' AV 4f1 6VM9 JW; S f,OG3Wr SMW MAIL W Cr 0607f 60-14 411-4U1 6V"W5WS NNW Y EZE07,VO AM7hVff ANC. 9(71 6VH9 W2fS ff PiW.JY S6 9 W MAk.?S W CT 050, 74 f 60-15 401 6M2DW5WS /ApMY sf;f '7FR .l4WS If IJM QLC MARLS AlMlr MOWWO, CT OMW 60-15 JCV AMOEY !rW Sty' N f KUOWLYL PARR? 6" IOWAR ,4;1%W MA0° W,fK 1N JW197 60-19 21-3 AM" ikW SVOW Svw AffNnA%7 co /X GY.iPp6miF aiflw weme Cr 6WR5 60-20 287 Atl)MV hOW 6W N 71C ANY LVPT. Syl W CO 611 GYRE- Sir ST. La4 W OV101 A9 21 .i19 AK/ WW AW SOMM 7w /HY A97r Slow m 611 &4 r S7XfF7 S7. MW AV 69101 60I-M ,GCS AMUT htM SMW Sal.^ M4Es7Afw 6r. /W 6*092 IT a9w awsat CT 0"s 47--11 152 z7a9MfW LWM MAW; .*W P. R. et 152 akZV" Li W A W,y R-LE7V smw mrdzw, CT 6w7f 47--12 14f IMCXi:!'J LW N&Yk%49 P029? 0 & &7TY O 14f SK MVW Li4 E 50o / #W-, W Cr OW74 47-- IJ 16 zvacm" Liow mw ar SW1N MA RZw 1.54V AAELAdW A MC MW % mvsm CT 0507f 47--14 124f 4SA2F W G3OW AkeO#£ P" R & CAC A 124f ZViWMb' V Ltf)W SUM MAIL M? CT 6W74 4f7-15 1 /6 EASY:M" LRW EPS LW, LNbm S & AURR',YI S 116 AVaFM7a9 a9W -W" mV5m CT 6W74 47--58 11.3 ELt7wVW afflw Aowwx Auv ✓. & 7R vv A/- Ili Eagan" a0w 506M MOM CT OA974f 4/-99 7Ll tL-OZO&W Ll m IMNAW LYi 4W ✓ ct LAW A 771 EL ,WMVW aVW "IN #MW CT Gm7f 47--60 /-W E7.L^E#VW L ffw AF OS, 49 P & a4.9?5 Au E7.kq7w Li4/W .SY.! m MA14 "5 Cr 6W74 47--61 15-r M600" aew Mlg?aR-SPAS AW Rai zvacnw L f)w -zv/w MAivsm Cr 6WSi974f 6i9-4 L012 6009MMS AIG rW y maw, aw A 99f FAi81#wmv A fAw Mf37 /lWffaw, Cr 6KI07 60-7 68 6VM9BRWS ANY fhE/ SOM LAp'YE ff )WFAW hW bUtMV ASY.2 &W, AC EAST A9P71?W Cr Gl612,f--11f2 60-8 4(75 6VM9DWS /iOPMY 117DIOV St.'cm avac ff )YFAW hOW bt;!faW .tMM",, AV M3T 1Af#W, CT 06128--11f2 60-9 .710 At/lMY AW SM N O99ffrA Si;l7f3' P.O. "" MWIS 60-9-41 MOM14 Y/ AMCh"W?, Cr 0"2 60--9--69 ct 60-9-611 T1AF3�'�Y 6t7'-9 P� 60-9 910 htgAlfr Sn9m 1W)W for*UP7Y J10-010 AY INY htWO .Q%W MWIS 60-9-610 swm AW-W Cr 6W74 PROPERTY Ol�YNERS.• LOTS 1-6 8 "CONSMUTION LANDINO" c� CULS—OE--SAC.• BALE AMZ 7Y, LLC 275 NEW STATE Ra4,0 P. O. BOX 300 M4NO11ZS- TEIP CT 06040 • � • a a C fr�'r,,{f3 • - - y°. F 3s�.fsi E.rsMla zzrw- of Z Z 0 0 EX. FRfW11 SACAL CIRCLE bVILaW ASSN. /M AW 50 LOT 8 VaV 79,9 / Pg. 259 FRENCH SAM CIRCLE bt1M91/1ot;' ASS/V" AVID: ZGWE : 1 A P 60 LOT 7 Ya/. 799 / Pg. 259 O ASSESSORS A4ti4P 60 �`\ � •�� LOT 10 \ W-''��CS'1J771TIYW LAA�YibG' \\ \\ � � R = 25.00' \ REVISED \ � LOT A'1/TG/'� — Lc = 32.1 1 ' , � I '� 2.2779.f' Ac. Nh 6' Brng.25-59" W L N 23'-31 -12 E / 4M74fY SDWR 78 7B N 661-28'-48" W X. N� 64.00' I. P. 121 7 AY£NUE AS'SOL^,F ES ASSESSORS A44P 60 a&p cb - LOT 11 PW.. 829 / Pg. 218 "corvsnTunoN LAND/NO" i �' .ter 7XLF GJBWIF7J 7t7 17 7t7MfJV G'' .SW/7ff G� 10 LzdP - -F-' -- 2 64, 'sl�v N lof6f) MEN T. RYAN FORS AAP 60 LOT 12 W 412/� 229 PROPERTY CORNER & MONNoZ-NT POINT COORDINATES POINT NORTHING 5459NO U 17J'65d OZ ia9iyo. 00 �2 174M/ of MY7M6Y © I7429-T 47 1897JO 78 U 174J24<70 1898.T6.65 O5 17AX55" 'j"",7, 57 © 174769.-T? AWM7. 68 © 17-e782.27 19004V..-V ® 174692..07 1902•V6:8B A = 79'-58'-15". R = 72.00' Lo = 100.49' Lc = 92.53' c. I Chrd Brng. _ N 16'-2A-003 /�11L CM57XYVr A AMA'AN' 1R4C f7FW 77,E" RAWLISW at! -Zr-SV 70 7W 9P7r LAW Mt7fiJ LOT , 70 AW M117/ )W L*E' )W 77E- GL'KML2'7xYT A►970W aA -&c-SAC LM47M R7 77,E 501 M Lar 7I,15 i94i WY. 7h r 7A" swu ACE" A7IEJPJf,N" AT 77iL- 7AW Or G1!AV57WWAN AW AV A AMV )W AaU IV 7MMU WY 5 23'-31'-12" w 353.12 ti t j��0 WALK/NG TRAIL 661 DVr lea✓ 1192 / Pg. ?J,7 -� 3011 137.44 t ,ra-• S I91, 58 =58 - - 6I � = 179'-56'-08" Lo = 226.11' 4r0'AEVW7M Lc = 144.00' AWA MWl' Chrd. Brng. = ARTY S 66'-26'-52" Eif h � ; "CDNSnTUT/ON I ' LAND/NAG' 3 - 2" � La- a tP Co. -*-EiLSE7/E7VT se50 LOT J i REVISED LOT AREA ' `\ 7.2.�43f Ac. �\ \ chu�L�-L >26Y S.F.\\, FOR c OfWN AND PRORMW &PAGVAdG \ S 65'-01'-18" E \ ASSESSORS U4R 60 �!6- \ 694 06 1 - A Zen✓ `� '�� ' LOT 10 N F i"LIMIT OF \\ ��, 1$'F1EL0 .?ETERM/NEON � HALE REALTY, LLC \ \\ ,\ i WETLANDS (r7p) J (2011NLM4RY BETWEEN A�oNrroRlNc ; ASSESSORS LOIs 60-9 & 60-10 - FOLLOMY i MIELL ¢ OF FORMER NEIYBERRY i �! vs ZME : A?O 70MV OF SOYM lNNOSA4 ASSESSORS A44P 47 ill 50'8LFFFR fRY.31/�RESIACAra& Z6WE - - - - 75' CONSERYAAON TiF`�--i- �! PIED MM44M T AO7X, TAW AWA 70 61' 6 AIM AV 6VA( r1N:7tW j EX/STAG' #M/ )7,6' A1>!�zaa�VT �.LRVN46r 6F LOr .J y OR4IMa-F AND I "1O UVA17F7 MIX F,ASEA ZW xl IN F,4M? OF LOT 5 ►u ONTO LOT 3 ARIBA Or Ail HOW o R PYMW29 - .Sim LEM 00 AAV 5t7AWUE La'V lhl(5' SYA�FT "CONSMUnON LANDING" ' � ASSESSORS AG4R 60 LOT 9 "A 65'-07'-19' W � F. 566 63' N/F 77 H4LE REALTY, LLC PM 1094 / PG: 2, 25 '- 39 7.09' \ j N 23'-11'-04" E \ \� O N 66'-48'-56" W 20.00' N 23'-11'-04" E 100.00 crr i zr DING AAAef7 2 I Li A-';S"T �. Amo;w roa4RTY ASSI S506S AMP 60 LOT A41 THRIXiO/ 04 Vo% 596 / PV 5.9.Y Va✓. 712 / Fv. 61 Va✓. 1014 / Pg. 2m L EGEJVP • EXISTING, IRON PIN cD PROPERTY CORNER & IRON PIN TO BE SET ■ EXISTING MONUMENT n MONUMENT TO BE SET UTILITY POLE wT .205 WETLAND FLAG ---• — LIMIT L7F FIELD DETERMINED WETLANDS - - - - EXISTING CONTOUR --1iB PROPOSED CONTOUR O SANITARY SEWER MANHOL F THE LOCATIONS OF 7HL EXISTING UNDERGROUND (/TIL/TI£S SHOWN ON GRAPHIC SCr4LE BAN— SANITARY SEWER THIS PLAN ARE B45ED ON PHYSICAL EVIDENCE OBTAINED /N THE REL0 AND AVAILABLE MAPPING BY" OTHERS ALL SUCH LOCATIONS AR£ 0 2010 400 —W— WATER MAIN APPROXIMATE ONL Y AND THE INFOf MOTION SHOWN MAY BE INCORRECT OR wv INCOMPLETE. ALL EX1577NG COND177ONS SHALL BE CONFIRMED SY THE WATER GATE EXCAVATOR /N THE f7ELO PRIOR TO BEGINNING ANY WORK. THE EXCAVATOR SHALL NOTIFY THE CONNE077CUT GALL 9EFORE-Y0U-D1G' --G -- GAS MAIN PROCR M AT 1-BOO-922- 4455 AT LEAST 48 HRS. PRIOR TO BEGINNING 1 oo Jw ANY EXCAVATION fMR AMPA OUT OF THE LOCA770N OF ALL EXISTING / c-T) ric fME HYDRANT UTILITIES BY THE RESPECTIVE U771ITY COMPANIES - 01 OATH BA SIN 11 11 GENERAL NOTES 11 R17ZWA - IS A 4&r MA P%W EAMID 70g"?ALaf>'1C 507F LaET2'LAWlW PYM; tV(s=0XW L440W' P f6W 1A VE REWY, LLC, M"Er ~ ,SWIM GL'YM12 Mff AW1414 AJ►!9 TALbOr L44C S M NW-'qM GY.i1mrfxY/T, a47F A9/y9, sr.&- - 1 -too frl SYA FT 4 ac 4 Affy �lXi4aliMrLJ 11-10-W, A 7P & A,S�H1FS Ile-, S %EX-VS-DV0Vn21PSy AF4A�Cfr� , Or., PC 77",, Or., hV&Wr R. AEMWQ L. 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W L07S #XL &F Ri'Qt'hFM BY 7W 7010V MR MMS' #W E 6W--.A7F AWL7R MV IS P)fPcM 'R *Po--Z F L }WAEC7X V GN"%W- Lao OM ER MCW TARY 0M,' F S DYE /70 771E A/fMa0X?A0V La(S7RWF /N 771E AWM07 B45ED UfGW P14EYAUW A31 ES AV EF)Wr Ar 17,1E 7AW Lam L'S E 6F 7HE f t 6&r CMMrG'1X.W RDWff, V I 7YPIC4L 50' SE6'I70N I v ,SCAT AXA471W M77ZNW iWW NOTES PLAN ,5°�r,,V7S AV 60cr, ,�, 6*01P RAW~ 2DW PLANIA 429 OV /h' -9W S U A' AV ARFAS - LECW BY Ads » O, 36tgH MMw2w NEMAim — AMW AW nW APPYA:4WIS OLWAFD MEM4W SMARST AP •M S XW7157 z c1UPLANDWUTANT. FALY� RANTAV ANY9WU &I PYAN7ID AV A A~PNMMNOr S?crMS A4V Oa4 77MY A'- PYAMS PLANT 6WOLPS _Qwu Aw 991Q''D 5-sPLANT SPEC/ES(BARE ROOT STOCV-PEF7OYQ=.. 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PIED EL� �'- G7LY/ i0VT.F. =75 ANY!=75.94_ PLAN SCALE- 1 = 40' HORZ. 3-2 6W.F. 3-22 . �; = or. w ZC = 8a50 = dF�Ts = A'Li 25 6" a 47F Yr'% i .a 1 KOC27V Lsry AA/O fi�ZK Wl. 2 )= MAW czm Aw GAP FA7A W B4C 70 7ZE PRE'YXX4 Y APPr4OkM CUL -Gig'-SAC LOC4)70N f6W THE tV"7/7L1776W LAWGYi6G'' RirS'UBD!✓V1S�N IV6F OF CZ&P 00 EASEMENT Z W� Q is h V ^ � tn�� Ll c� fX S)74V U4TCH EXIST/NG L:ENl£RL/NE GRAG�E Cr-nirt-,vi uit- �,oen� - i 8 OF TALBOT LANE AT CUT-84CK EDGE OF 7AZ907 ZANE --------,---------- r-- '15" UG4 CLAISS ---------- - --- ___PROPOSED �_---- RY.P AT. S=0M5�,. . INl!= 74.8Y PROPOSED 212' OF 13" D/A• 'CL455 41 RCP ® •5=0. 005• I � 7477 7488 ----------------------------- t----- 7.d7 � I --------- ----- DATUM i 77 8' CLD/P at T.C. = 81.75 6&77 ? � C. = 8125 PAkDVENT AND BASE A147FRX 70 THE E.U'MW NECE-RWY 70 PEJPMAW T.0 = er.50 THE PfiVR0SED C0NS7RYxT/GW aC - MOO -- 16 �Q = 179'-56'-08" R = 72.00' La = 226.11' Lc = 144.00' Chrd. Brng. = T.0 -'91.25 S 66'-26'-52" E A16TiVL 8G47F 16UW OW..✓.) jla- 7 Oli' M37R.W B4iX lV C.47F YW kE & FRt,W Cr17F 0V W AV*AMY IV "..5- a9D P16SED 1iRr G7M B4.SAV Tr: 55 ANY!�76.56 AICSTALL .i 4 - .Y I- 00ffctW4776WFW \ � i SST/A4AP Y41LYF" i Z \°` CLdtP Gib GENERA. NOTES CYAYS71PUC71aV GY<' SANITARY SEWER AND S70WA/ aWN FACILITIES ;6 SMa BE IN ACCY.Wa4,WE H77H 711E MW ar SaZW KNOS'GW � ✓ /°!%6�/4.^ /Mf'1ft�Y�£A/ENT .5f'EC/F�':4TiY�VS, AS A4/ENLaED. CnVS'TRUCTX)N OF MF )9%MSED WATER U&N EX Z VS✓aV AND APIVRTD1l4NL'ES SAIL BE" /N ACV0RD4NL"E" H7M ME7AVAMffW VS7AWr STAWLY4RDS AND SPED M. 4TlUN,S: SANITARY SEWER AND SrOR& ORA/N FAC/L/7TE3' SH&Z BE INSTALLED P1P/W 70 1",rV-LA77aV ar THE WATER MVN ZWZWS1aV. W1/E1VEL£R ft!I.S;S/BLE; SAN?RY-;Z*ZRS SHALL BE /NSTA4LLED A M/N/MUM OF 10 FEET IA W/ZGNTALL Y FA16W ANY 6111STING OR PROPOSED WATER AN/N. POSSIBLE CONNEC77ON CHARl^E OW 07MR- MOWET.4RY 6) WA OF IS UJE /O )W A(f7fia0affAV,01S7AVCV IN 711E AL4WNr BASED 41PM PREYAIUMG R47E'S IN EFFECT AT 7hF AME OF ISS414VOE GYr 711E hV41SE 619NNE0776W PERMIT. 1 PRl7)°OSED 6fN7 RUNE 6R40 r CK- CU-UE-S4C AYG. 9R FOE 1. 07.'aZ' 80 -1 ---------- LMSMV CENTFRUNE- GR oe ----------- - 21.5' bi-ND f34kN�.SED 124-01�a,�-rwEE,v vei vL- APPROX/M4TE REDUCER, & BLOK'OFfI I I 1RCR 4 S V AND REDUCER ') 18" M/N/MUM LENGT// L OCAT/ON OF EXISTING' }?EMOI� REDUCER & I 15 M/N UM BE7WCN REDUCER 8' CLD/P l•YATER MAIN 9Z0#'0f7- FOR Mi1N BETWEEN C4T£ AND &00' OFF j I EXTENSION I I ANO Bt O OFF CAPPED END II I _ SDR .35 .SAN/TARP SEI�!'ER____ SA � ____ i � 1ST/NC 192' OF 10 " Pt�C. SEN2r%P AlA/N AT SLOPE = 0. 004 s8 59. = 68.50 /NV = I 67.7J G47F NAL W 70 MOW i �f00 -- ---- 2479JO PROFILE SCALE.' 1 "=40' HORZ. 1 =4' kE7R7. WATER MAIN APPROVAL DEVELOPER DATE TOWN ENGINEER DATE FIRE HYDRANT LOCATION APPROVAL PUBLIC PRIVATE FIRE MARSHALL DATE MDC CODE: DVW0000902 CONSTITUTION LANDING, So. WINDSOR WATER MAIN INSTALLATION NOTES 1. TEST PRE55'URE SMa BE 14U PSI 1. 647F" Gi MMONS FLAP 7H/S PAIMCCT SHALL BE 'O' Pf V LErr J M 14111M DEPTH OF OML9P MET PROROMD WATER MIN JV AU BE 4 5 FFFT. ALL 1777/MGS, UNLESS' 07HE/PNx5E SPEC/f7E0, SHALL BE MEZ'hIA r-& ANT. 5. ALL ME0AVIC L JOINT FOYLOWE7P CLANOS FL'W USE H77H ALL 01M4VK& "AT F7MAW &WU BE REPLACED H77H AW APfial' L47F 67ZE ALMMR GLAND. 6. A/ECf,GW%-.& "AIT RETAINER GLANDS NHER£ L?IUZED, -VjWZ Lam• A/Er.&44 SMES 1100, BY EBB4 /RaWOOPKS EASRMO TX, GYP AP)WkW I-06W. 7. )OVERE RE3 )WN/NC IS /ND/C4TE0, .4PPROkED RETAINER GUMM GYP Rt?LDAV AAK BE UTILIZED. 8 WA)ZW A64IN LINE A -1WIMME7VT /S ODVER41-L Y WEN 70 BE 6W fE"F!• OFF 7HE Pfi a'15LW OW EXIS'7RG CURRUNE (STREET 570£% UNLESS' 07MAW755£ NOTED. 9. 7£S'T RMS SHALL 6E Ux HELL IN A004WE OF PYRE L M49 OY°ERPAMNS 70 Z167FRMINE A155WBLE 0,9r5ET5 UNDER OMERP 107MMEN, S7RUC7URE3' OR OJ6i; MCLES 10. ALL C47E" 0& kES, AIR 144E kfY AND 9L0H07S SHALL BE INSTALLED 6WRM7F H7711 G47F MWES 41NU3S 01751E/PH7SE AIO)M. 11. HYDRANT LGC477ANS ARE SUBJECT 70 THE APPROYAL OF THE 70W FIRE M*?-S ALG 12. WHER?E RY.I ff IS L7VCY MDFAEO AVRIA4 THE INSTALLATiY✓1V Ole THE f'��SED WA7DP A91N, 7H£ PROPOSED M41N SHALL BE" LAID 6W.4 6WPA07ZV LSD 6F AiOPAMFD AL47F EW IMF'/S' COMPACTED AWR 70 7HE /NSTAUA7XW Or THE .A PE IJ #HEAP 'PULLING" GYP LLFfZEMM; PYRE IS /NM,-4TED, SZ45)V M27O71 W SV4U Lam' "E /N ,4CM?a4NCE H77H 771E )ffi l/MENa4770NS Of" THE LYPRA h lilb"o 14 7HE aWTR.4MW Sfl4LL FURNISH AO THE ENG/NED? A ANMMMS LIST, r6W APP4Y 044 PAYM AO THE /NSTALG47XAM1/ 6F THE /°RGYR ZV WATER AAW 15. MAIM? A64IN 77 B£ INSTALLED IN ,4MOR74NCE N77rt/ 171E A(bV IME7F61Ma./TA/V LYST)WV GVYEZPEJPS UWa4L FOW WAID? AWN DES/aN AND /NSULLATXW ST IVMfR5: 16 CGWTR 076W 70 INSTALL AMMSETD 8 MW 114.'47D? AL4/N 6)5W)PYE7FLY. 17. CMMCr6W SHALL ASSIST THE ME'TIVIAIXITA41DYS7hWT AV 711E RUIM^, AZ&"IIW^ AND 7ESPAV 6 r 771E WATER AG4IN. 18. AF7£R PLAC/NFJ'' A0PAVAAd4TEZY 7#0 FEET OF B4MIZZ 444)Z?W L OkER THE 1YR 711E C AM076W SHALL INSTALL A SIX /NCH #ZLc STRIP OF PMRA61'E Ca6W 6WED jIBLUE FOR OAI )ZV UNAFAW 1 M UT7LIlY DE7F-CTIGW TAPE /A/PR/NTED N77H 7HE 4PPROPRI417- MOVIAV INL V4R7A49 711E PRESEftY OF A BORED ZIM17Y G*VUUIT. 19. ALL WA7ER AWNS SlWa BE ANSI/Alf7iA C15VA21.51-81 AWME 1AM PIPE 0hA9)?11Z4 LL Y C,457 IN METAL AI M5' OR SAND LINED A000S FOR N'ATDP OR 07HERP bt.V, Lis' ('ALL PIPE 70 BE OL 45Y 5V 20. At3wS SHALL aFFILLED TD AT LEAST PnwoSED subw4ar AvvhE I/VSTALLA770W OF WATER AMAIS: 21. AWY CLWIW r 6E71fEEN 711E lKI5'V-ljlD HA7Z9? AWN AND E.#'/SR7/W LWLI77&-S AND DRAINS HILL BE RE3'OL km AT 711E EXPENSE or THE DEY£LCWER 22. ALL 1R777M',S .SHALL BE INSTALLED H777/ RETA/NERP 6Y"PS IN EACH GYRECMV. 23. B46)VAU /N 7RENCA/ES IN TR4YFZED WAY, UNDER AREAS 70 BE PAYED, OR UNDER WALKS SHWL BE B4NK RUN iW0Z , SAND, GYP ACX'EPTA&l- N474F SAIL S477SFX070RY TO THE TOWN OF SOIUTH MMOSOR. 2-f TFM!'EgWARY AND PERA&#DVT PAYING REPAIRS SAMU LW AM&FIN ,46Y, 'E H7711DISTRICT, TOWN AND/OR STATE .SAEC/f7C47X>NS, AS'ARPM-46C£. 25. L7. 047XNS ARE MS£D OW AVW 29 L47UM. 25 EXTRENE C•4RE MUST BE EXERCISED BY 711E 6YIA9?UC70R 70 PROTECT S4N/TARY SEMCR L4IER4LS DURIAV COM7AW170N. 27. APPR041, L F6W THE WATER IS F64 711E A(4W LINE GWL Y. 28. 000&-S770 AND FIRE S'ERY41G'ES ARE 70 BE ,4199W4£D BY 711E DISIRPICI S L/T7UTY SER MYS L FR4RTA/E?W.. 29. H VEW WATER AN/N IS INSTALLED MZOW La?A/N RIP4 ANINTAUN M/N/MUM OF 18 INCHES BE7ff£EN bl9770& OF STORM DRAIN AND TOYS OF WATER 46VN JO AL4INTA//V A M/N/MUM GUST AtY ac' 10 iVZT fXiYPiZGWTAL AWD 18 INCHES Y£RMC FRYR14/ S41V/TARY SEWER? &WME RO-M&Z. .71. THE WATER UVIV SH4LL BE CYWS7RWW UNDEER A La WOPERS' PERMIT Aa?EEM W L 7WFEN THE AfMOPER AND )7/,E AlhThV°q fA/V DI97R/L''T, AWO SHALL a L�'//LT SY A L)rh VM V PLUMBER IINAERP PERMIT BY AWD UNDER 7HE' SUPERWS 6W 6F 711E ME7R0170U7AN 01S7 WI-S 01REMW ar 0VOINfERIA1 AND PLANN/MG. .32 FALL BEFORE YYJU DIE,^" - 7HE 6MMCR7/P /S 11MEBY REMINDED Mr 777ZE 16, 010P7ERP 293, 6F THE C6WNECTK'UT 6ENER4L 5TA77/TE3' REIX//RLS AVM704710W 6K' THE 6WL17Y iZWPAW/ES 01F R",01A;' LM411AMV AT OR NEAR P08LEC U71 MS THE CONM070R Sli&Z C U 1-hW-922-4455.47 1EA,9'r t8 .A,t!.►!APq A"W TO BEGINNING R7/E E11C4VAMON. L EGE-ND • EXISTING IRON PIN O PROPERTY CORNER/I1PON PIN TO BE SET El MONUMENT TO BE SET - - - 400 - - - EXISTING CONTOUR 400 PROPOSED CONTOUR W.F. 22 • WCTL AND FL AC �� • �� LIMIT OF FIELD DE TE RMINE"D VCTL ANDS 7e.eo EXISTING SPOT GRADE HYDRANT ( SANITARY SEWER MANHOL E T. C. PROPOSED TOP Of CURB CL C VA TION B. C. PROPOSED BOTTOM OF CURB (GUTTER,) EL F VA TION 1r': I INSTALLATION SEOI/ENCC ePc C/irEECAr COlVTO 1. The PA*wsed won* on ih/s p1gpert* w171 /1rc6t* constrw11b17 of o permanent ctrf-de-soic at the existing A wnvo vary end of opfr"o&50, covIS&W4 d road (,*/hot Lane, form known as the north end of Cotmee:t/cut Avenue% and constrr 6bW of exlensbn of exrst/ng uf!!!ty mains into &V 0111-0e-50e, lneh aGhg storm drains, #VMrg0s, erfeectric and telepr/rovre Me weor* is proPwsOd in COnjunct/on WYh the resubdiki;Ybn of Lots 2 and ,i of the ,orevrously appivM ,d "Cor/sfitution Lnrnding " /ndysfiio/ Re Subdivis/on The pnn2po"d site work for the aonstlwbaa of the public omprovewneats and ocher mark proposed at this time wry/ /ne/ude AWWVal, t/`ll/ng and mgradong of sal on th subject properf*. 2. t bnstractron of the proposed /m,047HO nents on this site IS expected to cormmence In the Winter of 2000 and be compfetdd /n the Spring of 2001. ,T The sequence of construcbon whew work /s to occur an the property shall be as follows* A Perform const w6bn survey /vyeoat for the per osdd 11npmmw77ents 8. Id*1fiythe extent of fond cleating neesessvry for the work which /s to be performed. C. piste/! erosion and sediment control measVms as /nd/cated or da�tininari /Ti rile rwiiailrcS- aridjar F/r� (r/C oiaii/i/gS; u`le/`or'c dry octaa/ disturbance of tyre /and occurs Maonta/n and/or tapOace as tesqu/red throughout the canstrrrctiaa period D. Remora er/sting vergetation w/th/n work otws. Chip small Awsh and trues; state chopped n7otdnal on site for use /tr later oevvroprrranr ridges. /rarrrorr ar/y coranaoa and nmo� warn me site. Stumps rmmwd frtam work areas shall be lvmovrd from the site and dosposed of in a proper and 1 gal tnatrnei and/or buried on site /n locations as regulated and/or aparoml the Town of South Xrdsor and the Connect/cut Aspartment of En►dmnmento! )01o1eC6b17. E. Strip any existing topsoil from the work alas Stores on -site on suitable nearby locations fa- use h7 resstOMbbn of disturbed auras /n later dWV/opment stages Sod& slows of stockpiles should not exceed a two (?.) horizaraio/ to one (lj ml slope SYobvlizes so// slockpi/es by estab!lsh/ng vemgetot/vr cover or ob*r approved measurers, and surround stockpiles with staked haybole or sill fence barriers F. Rough grade wlftn the wovk arva as ondrevted on the plans and/or p&r deto/led cut and f/// stokong by the Surmyear rdmporor/* or permanent* stabllizr s/de slopes by 5"00?g and/or mulching. Temporaary seed mixtures shall be Pemnn/a! Rjvglvw hoWing a minimum purify of .98 ,odm l and o tn/nomum _qwm/noticed of .90 peTwt. Seed shall be applied at a tote of 2 /bs/1000 squatr feet. Almting dates &6a// be Match 15 to ✓one 15 and August 1 to October 1. Temporary mulch shall be weed-frese sftw or hay, or o/r-dried wood chips fare of coarse molter; t1voted wrYh 12 /bs nitrogen per Mti Applaatoon rote of tyre mulch shall be 70-A9 0sX1000 squaw feet for s&vw or hay, and 185-275 /bs/ 1000 squaw fee/ for wood chops Upon compkstian of rough grod/ng, Instal1 odditlbWl erosion and sediment C017bV1 measurers inc/ua'rirg, but not ne+cessany !/initeed to, sdY fencing and chuck dams along M&s of competed slopes and In tTmportary and/or pee-monent dra/nog& stroles, as ne "Wy or rerquiresd by svte condiLarrs, or as otdererd by the Town of South e�ndsor-'s designated ogernt(sJ G. Constauct tyre /mp1vmwn&74s /n the work ores. H. Instal/ any additional prot&ct/ves eteas/on and eminent contra! measurers as ziw* prraarwcvwv gs ne ssyYated by .siM t»nditions and/gin os nt"krmd by tyre Town of South Wndsors designated agenl(s) /. P/oce hgytw/e or silt fevrce barriers at new co&h bosons as the rood base rs bn ght up to goop, and maintain and/or r&PIOCe os necessary throughout the constry bbo perroo' unto/ o/l dsturbed arenas surround/ng tYie new rtaadwoy o/:s permanent* stab!/!zed. ✓. Inspect and mpoir as accessory a// pmvious* placed erosion and sedoment coats/ measures A Complete permanent stbb!/ialion of cul-de-sac shoulders and side SIOP&s by pkxement of the re quoted depth of topso!!, Iine gtadiirg, 11=17q, furl/!/zing, seed/ng and mulching. Limestone shall be applied at o rote of IJ5 !bs/1000 square feat and 10-10-10 or 10 20 M fert!llzer shall be applied at o rote of 10 Ibis/1000 sguarn feet or as othenni re estab//shed by lvborotibry testIRg of svinpleS of the acted/ topsoil ,o/aced and spresad on the alas to be planted. Lima and frdAzeer shall be wailed into the fopsoi/ unftrm* to a depth of 4 inches by hand woark or wrYh su/tab/e equipment followflg the finish contouls Unless otherwise specif/ed, the genera/ seed mixtures and opp/rcobbn rote for all //noshed pevmonerat greasy afros sha// be as follows• Prtaoort/on M/nimum Alb/mum Weight Purity Germor/atron (Pounds) (Pelee 7V (PWrW7V Chewings Fescue J5 97 80 hfvtd Fescue JO 95 85 Co%noo! 8errtg1273s 5 95 90 Birdsfoot Tmfool 10 96 90 Pem»n/o! Rjro+9mss 20 98 90 Ohl* "certified seed" vnrietres shall he used, as !!sled on Article 41 IJ0f of Cuaneclkvt DOT 7bi lm 8144 , as amended Me sole slopes of the prepared cal-de-soc, shall be seeded r1th the Northeast Upload N0t/ve1 laturolored Xkai%wrr MIX" avevlab/& from Southern Tier ConSVXI;ng, /ne., W&st CYaf*Svr!!e, N.Y., ar on equiMAW?t sued m/.r product, as appm d by the Town of South Xndsor Seed/ng shall be performed on* during the periods of 4007/ 15 to ✓une 15 and August 15 to Septembe- 15. /mrrrediot Sy fallowong seed/ng, the surf" ssball be mulched w/th strtaw or hay fmw fmm #reds and coarse matter at a rote of 11/2-2 tans/osier or 70- 02n /A- IfIrm .... E i /� ./../. ../...// a- ..../., —,,/ .......� 4..s A, /VVV so /VVt. /TIa"W1 .7//V// Low a//4//VIQV I/////IOV/V[GJ ofierr spreading by ap�a//cot/aro of o hqu/d mulch bind&r or multi nett/ng a,01100' /n accordance w/th the manulbctIWWr P 1a+e0mt»e7d7bWS eefhera not .s00506974 v poss/b/e to 0WfVAW pevtnanent seeding, the auras shall be tempotatr7y 5* ded and/or mulched fo/%w/ng tb& proc&dums dewcr/b&d obovta L Perform any maintenance and copal of fine graded odJocent dsturbed oresas otrd other permanent#1 stabi/&ed arras 4: Avnl7g the period of caast1vc6he; -all d/sturbed arenas of the ca7st1vct/aa activriy that hove not been pevmanenlfj* stabo/ozrd, stYucturo/ carrtyta/ measures, locafia7s whew vts6leles eater or ex/Y the s%te, and a!! o vsron and sedment wattle/ measums shall be onspWidd of least weekly, /mmedlate/y after eexh rainstorm with a rainfall rota/ of one-half inch or ofesaievni or oJu- _nrg _ ogreyerono y-ounr/gaonnr srarn PWVd of ,orVbnged m/rrfo!/. Accumulated aepasits of swJinent and soot shall be pern'ookvlly mmoml fY:,m the upsttrom sloe of the emma,7 and sed/meat contral checks, and upon estob/oshment of permanent s edIng and mulch/ng. Such maAw7a/s lvlmAed shall be /ncarpornted Into the aagoong earth work and/or trmomW foam the ourk satee hhybales, s//t fencing and other ere 5kw and sedrmeeat co7bW measums shall be replonvd as necessary during the period of coastt eb+o►a on order to 1"O*ta/n complete and ontegro/ OMS,aa and sediment control p1Vt0C6b17. A!f &A2wn and sedient control lbr.Al /es and measvms arcs to mmaon /n p✓ace and /n pre7oer fanct/oning cond/t/on, and be cant/nuously ma/nto/n&d until all d/9411240d orOOS upgrtadlertt of Salo facer INNS ore permaner 0 stnbo//zed. Following such permanent stob/lozat/on, the 127CY11b s scroll be d/smant/er/, rrmovrd and d/spored of /rr an approved manner. 5. lN)wv de-wat&7hg opelaboas aver Imicessary in order to ,owoblm the rssg4,~ wo,* tyroagh eaabgic vl4e sevrsrbiv arenas, weor*- pumped fmm the exaavtab+on and other poor* drorned areas shall be free from 5W and shall be doschaiged/ to t4rmportary sedrm&ntfst/1!/ng basins prior to MAYO e to waAwroarses, droina9e ditches or wrtivnds alms. As a mvnamum, doschargee wale- scroll be dlrected towtardis secardo, Installed hayboks evtas/aa and sedomeataliarr check ohms ar other dVCVtvdr(s sediment lte?ao/ng measures; prior to enter/nO any watevesoursee. drainage ditch, or wetlands grew. Spe�fic dewsotevrhg proceduros and m1&#Vds om aescnbe+d efsewhem on th/s sheet. 6. Pr/or to commenc/ng ony dzlssturbance of the land her the proposed work to be performed for th/s project, a ond/vidual shall be d&s/gnoted by the and/or de►a tpdr to be persona//* 1V5p0v75vb0 fa/• !lie rinole,meratal/on of th/s eros/on and seeo/rinent contY-o1 plan and &n16vc/ng the pmso1725ed eros/on and sediment control safeguards during the constrVC&I17 ,o&tiod. MIS 1espon5ih171ty includes the /nsto//at/on and maintenance of con&W measures throughout the cionstrwbba period, )7form/ng o// patties mygoyed on the construction site of the mgv11wn sets and ohjbchLrs of the plan, notifying the prqoer Town agencies and ofi/cio/s of an transfer of this rdsponsibiyiYy, and c»nhsyrng o boy of the erosion and strd/ment 001Mro1 p/an ff the title to the /and IS tronsfernra! EROSION AND SEDIMENT CONTROL SEOOENCE & INSPECT/ON CHECKLIST FOR L OT OEYEL OPMENT RMIEZT NAME Resubdikisron of Lots 2 and .7 UwsMilt/on Londhg" PRa1ECr L"7KYV. Talbot Lane South elndsor, Connxt/cut PRWICCT GlES'CRYPIKYV.• Tiro (2J lot /ndustr/o/ Resubd/yision, with construct/on of a permanent cu/-de-sac on on existing toodtrny and cdrastructYavr of uti/Yy moon extetrsions 70.rAL PRGi/ECT AREA- R. ~.t Acros ES'71A&7FD STARAAd9 447LF ES'77A647FD 06MPLE770N MM..- EAMA9V AND SEDIMENT GVAgROC PYAN PREPARED BY Spring, 2001 Summer, 2001 Ho% Ra+a/ty, LLC 275 New SW& Rood Ar(arrchester, CT 060410 Messier & Assoclot&s, /nc. 288 A/a/n Strtset A&TI chester, CT OV5'W Roymand F. Nelson, ✓r, P.E. 7&Aploaw (860)~-6013 N47RK M SM & .sa-hWeVT �^ jam/ -qg MEASURES' /iw ( AF -qg liyo 4LS OF L? UM& AEkSUEFS INSTALLED INSTALLER AMe'A<D INSTALL SMAIENT b0#?1,SL6Kf` OF aMIERS FOR AREA 70 BE A%POSED #VAW AREA GYS771RBED AW AWWAY AND t/77L/T/ES cays)1ww77GW AA(SPECT ANO AWNTA/N fN DW- RFOYMP AS NECESSARY ALL EAV S/YW & SEZ &Pff Gil MaC MEASURES; RIWW 46MUM47ED S9WA49W )91a5W MVINO fi nwr AND SILT FFACE' MAWIDU CV"71Pt r NZrZ3ZWY IOVf PE RE7W IRW TFMfl;Y4ARY L�{ERSfG�1r BERAoT AND SYALES• FM Gi4AlN46F t:OAV7 OL DURYAV Rta6H GRAD/A-V STRIP AND SMCMAILE RMOMY AND 1177LITY /rA" (AL r/rrlw Ilr/rrA A/fL19J RtaWWAY AND L/77L/7Y #WA' ARE:4S,• PLACE SEWfNr MRAYMS ARWNO S7OL1(RZES & STAbr/L/ZE PILES INSTALL S2 A&W AS .5hV 9V ON PUNS MA%YERS AT BASE OF SzOPEN )CW AMPOSED f7LLS at AT 6vr1 R LINE AT BASE OF 06/75 IFA/Plq AR& Y STAM12F ~WAY AND 077LI7Y 10/S/7iR6E0 AREAS #VAW ARF.A5' Af7FR AVICH 6RAGYA019 INSTALL AD10Y7IOML WVfW RfW1RED ZAVSAON et SELYMEAOT CVN7Ra M0457/RE5 AS RE"11A "D INSOECT AND AillII I WVDPE AflWIRED AS NECESSARY ALL E7R2AYW & SEDIMENT 6VA0XV 41EA571AF3;- /l� V%t� A�UAIU(J77F0 SEZYMEN7' FAtW 6VVINO 1,G41B4LE & SILT FF7VCE 84RRIDU /NSTALL SE7 WNT EACH NEW C47CH B4S/N B44MAW AT EACH NEW C47CH BASIN AS IT IS 6VAIPLE7F0 PERAL4/VE7071)' STAB/L/ZE WHERE REOUlRED D/SIUR8E0 AREAS lACSPECr ANO AWNTAIN #HERE REQU/RED AS NECESSARY ALL EROUDDW & SE7 AIMT 6ON77FaC MEASURES;• A541OW ACOMAI L/47ED SEDMENT f7FYW 8EHIN0 10M&E & SILT FENCE B4RAMRS A'QW /il..!M .L .lLlLr/.��'f�.�t L��[/i- &2s QH2SnV d .%2Vg/r/ /Ala- �+ 420 _d4 �JLrnY rCh(fliiLi( lJ lJ�fl6[Y . Ii�OfY��L�C .ILLrG(L]ii.�lJ Rf ESTA&.45W �� EACH i12rN' G4TCH B4W&R AT EACH AFW B4SlN C47CH B4S'W AF7FR 6VAft7ER 6 WR5E P14"DVT /S PYACED E5TA6bSV PE70MWEW a67VA1W AND kEMTA77W OMER Fli4 S14WOUNINNC AREAS ALL CUT AND FILL szolof ' F6W Rta4O1MY ANO FM AU 0,WDF GYS7 AMP AREAS' /MSPECT MO AWNTA/N 1 1W RElNISEV AS NEtafS54RY ALL E7PY. I M & SELYA/E7Vr COAq laL MEASURES;• REA/OY£ AMIMULA7FD SMA/EM MOW dEH/ND l nw-E AND SL r IWW1- B4RRIZA5S UMMIN AND MPVR N fRe RE'OUIRIO ALL Rl/L/ZED ,e„�ec byvni PEAWNDW WaFTA77W OMER /S COWPYEMY E3TAhEITMED Mo SELF-SZ1STA/N/AV AFW;C AND aS°OSE EAWRE S?F tag- TEMPLIwr ,SEMAIDVT GLW7RYlC B4RWVFS AND D5099SE OF ACCUMUL/47FD SELYMENr CHECKLIST FOR MAINTENANCE OF MEASURES MS- CRYP7J Y D41F Jf gws tam SED/ME7VT INSPECT REtS URLY AND 84RRIEW OURYAV AND AFTEF RAIN S70AWS REPAIR OR RER'ACE AS REIN MV REa/9W MO GYSg9SE 6F AMIAIII M7 SEDIMENT AND D£6b4'/S C41-CII BASIN REPAIR AND RETUCE AS PRl�7FClidY1/ RE4l�//RED REX/OW ANO MMSE a1r ACM1111,L47FD SEI7YMENr ANO DEMIS EAWKE' 51,W AWNTA/N 7F/iW-GWARY kF6G AAYF" AND OMER MEASURES AS REWIRED AlW/A?A/N ALL PERUWENn Y SUMIZE?7 AREAS UNTIL SECURE R&AMUM&AFUMM j96-SnR/P77AM 1d41F 447F Of' GROUNO8 i4K/MS FOR PfiWEV7 447E tar' 7FMP~,v STAW104MN 447F OF RIW STAcfL/ZA77OW Posts--- 1.j Set posts and Filter excavate a 6"X6" Fabric Ann/e »' trench, set post 7 ` do wnslope. upslope vfor stability and self cleaning. 11-� 100- 12 " min. depth J..,) BGCkfill the trench and compact the exco voted soil. Compacted Sockfi/l --\ STANDARD S/L T FENCE NOT TO SCALE 2.) Attach b1ter fabric to ,Dose rx ext e%/d %rota trench. 2x4 wooden stakes driven min. of 12 "/into tthhe ground Fi/ter Fabric tucked 6- 17 "� into grade F/ow wooden /otercl cross braces 1- as needed Flo w qi '--------- �-- Catch Basin SILT FENCE /NSMUAMON AT corm BASINS CATCH BASIN GRATE. F/L TER FABRIC. �F/t TER FABRIC CATCH BASIN TOP Storm Sewer Structure II IL L ,,, AL - FL OW FL OW AL Anchor with two 2 "x2 r3 stokes each bale A✓< rE. \ \ IOVE CATCH BASIN 1 TE AND PLACE F/L TER URIC. REPL4CE GRATE 7NG CARE NOT TO DAMAGE rER FABRIC. ANCHOR WITH ENE OR EARTH P/LE AS SHOWN. FILTER FABRIC INSTALLATION CATCH 84 SIN GRATE MY BOLE /NSTALLAn W AT corm B4S/NS EARTH OR STONE ANCHOR P/L E TY-1C_4LSE,01&Z-NTAT/ON C_O_NMOL-__ AT CATCH 845/N NOT TO SCALE SUSGRADE stoke straw bale 1.) Excavate a binding 2.) Place and stake trench 4 wire or - straw bales, two WIDTH OF deep & the twine BALE width o/ a stokes per bale, -- straw bole. �- TRENCH J..) Wedge loose 4.) Bockfil/ and compact straw between the excavated so/7 as bo%s to create compacted shown on the uphill a cone%nuous bockfi//� side of the barrier barrier to prevent piping. j o PLA/V BOTTOM OF PLAN DRAINAGE WAY B —A A' -B STAKED HAY BALES NOT TO SCALE ti straw E VIEW Elevation.• Points A should be higher than Points B.. Al w r r r ,WON ik'%Nt�1%IIlk, WE\��/� / • wr - / / . r r • / r r •:r:r A r w w r r• : r r r, / w + r w r / r- ✓ r r r s. wI r A ♦ r • wr w w wr ° , r • w �� R•�A��• • wr r • •rA ♦• r � : a ,. .rw ♦•ter ••rw • / r . , r ar w wai r / r wr ar 1Zri1/f�Y' WY PAl2WDW AFP/bYr' ArTA & A4r v .SiJICE FRONT ELEVATION 2-#4X,e TOP OF FR CONCRETE UNIT FRAME ELEVATION 3C. BLOCKS OR 6' TO 12' ALL JOINTS TO BE POINTED FLUSH & FULL ST CONCRETE OR TE MASONRY UNITS 'ED CONCRETE OR CAST SLUMP OR SLAB EQUAL) 3500 PSI 6' OF 3/4' CRUSHED STONE NOTES: 1. MINIMUM COVER OVER TOP C SHALL BE 2'-0'. 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12' FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. SPF('lA/FA/ DUALITY DEC/DUDUS IRE£ WW A/IN/A&W HEIGHT OF - 10 FEET AND A/INWIV 4W OF J /N6'17oZ3' RZ7NFORCEO RU98E HOSE 2 X2 : ,9 -0" rRZA7E0 wow SUPPORT STAKE TWO PER TREE; INSTALLED ON OPPOSITE" OF TREE PREPARED TOPSOIL & PEAT FINISH 6R4DE, TYF'F V " 047M 84.';W Avr R7 -Q:4CE "SZE 5)T*4Nu OF Mo. 12 C4UGE NEW CAZ 0AN/ZZV ANNEALED TYRE, T)YSTED TO TIGHTEN CREPE PAPER TREE WRAP REA/OYE BURLAP & 17ES fROA/ rOP 1/J OF 84ZZ - 4 #00D CH/P A/ULCH SAUCER B PE-o 4k TREE BALL W,CIAICULAR E,YG4VAr/ON ?x ROO7SPRE40 FOR R0073PR60 G 2' /POOr,S'PRFA0 -A 2' FOR AWI-SPREAD 2' L 4' 1 1/2x ROOTSPREAO FOR ROOTSPRFAD 5 4' STREET IWAff PLANT//1 V OETA/L NOT 7-0 SCALE SIDE ELEVATION 13/16' LIF R2' 4' TOPSOIL i SEED FINISH BIT. COW- _ BIT. CONC, BINDER - OAD BASE NOTES, TYPE 'K2' BIT. CURB 1. TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN. COATING TO BE APPLIED PER M 04.01.id4. FORM 814 A a z4&*wff LAB Czw AGr 117 ,5041C TO C1WFOAV 70 4aNUFACTUR£R 3' SPEC1f,r,47AWS 6A4'E4/f AWAY f7.Wac 70 w 1 f A80W APIWYED HYLi4iWT- RNZHED azw 7D 6E '1XX-LLER CEN7WIOV' LW £DUAL AVZZLE CAP CAWN AMr fZAAki£ cuRe RC740 SURFACE CRA'/ND LAVE �GYatA RY7F CGYLAR ALl/USTABLE SLA2' - TYPE iC4C 4£ 6!>X - ! t ASf1<NLT .EfA9?L'CAGITED � FiY/FR FilbfOl^- fE'LT INPAf�9NIC GiP E(XNL R ARVUND S7LWE f7AS' �7°lh' Gi'" SPY SEF E 6' RES/L/ENT /ffl'Y,'E F!_AN eF SFt�GO�K'AllI;YVS a4lF YAL I£ f& IFR FAbiW AR00W SLOW 1/4 x J14 09LONfD SrW,, .i-Nd4Y 7EF 6" (Bt712 LWiUN i CLWNECT lO ' Hn3ew ZKXW A4"N/NC c NAA7FR AWN 64RW 11" A/lAWUV 5'LYi MEIA10V ,.•..,....,, 'wotfLl' S/! A1CH CRUSTS/ RIPE, ANN. 1B' LCWC STL11E GQII/N fi KET J fT (12 Cu fT. AlA1AS".) 5" D./. RETAWIN^ 6Y4,V49S ON ALL 5' LYA Af-r CUT R7 A/✓ 17r/1NCS LLWIH RFOARED FIRE HYDRANT /NS•T.4LLAT/0N DETAIL /Ibr 70 sr" CONCRETE BASE- AND BLOCK/N6' A/,41FRZ4L SHAll NOT BLOCK OR OBSTRUCT HYDRANir OR4/N. ALL WATER M,4/N AND HYDR.4Ni' GATES ARE TO OPEN LEFT. /F !1AL VE BOX /S NOT /N 10,412S0 AREA, PROIWDE CONCRETE, HYDRANT TEE COLLAR SHALL Z?E RESTRAINED BY MEC4L UG GLANDS. R40NG AS REOU/RED BY THE TOK'N/CITY/STi'4TE ' • - COMPACTED ROAD .• BASE PER • • . TOWN/CITY/STATE REQU/REMENTS COMPACTED SUB BASE PER TOtf'N/CITY/SLATE �, REQU/REMEN73' O 2 OCOA4'PACTED MArERA'AL PER TOiYN/CITY/STATE � I j REQU/REMENT.�' (/7 Z/TY /DENT/F/G417ON TAPE k. h AOOFO-ED B4NK RUN 0,e4krZ COMPACTED /N 5 INCH LIFTS TO 2 FEET ABOIiE TOP OF P/PE P/PE OL4. M/N. ~ M/N. ~ ' 3iA, 32,5' 32.5' t- N 15' 17.3' �QDF V ( - pT lit• _ AGE ��E �~ At S i/4'Q' �. � p � OF 3/ � f[r, � 1/4' � I 4' TOPSOIL L J - L4' TOPSM /. y SEED SEED 6' PROCESSED TRAPROCK SASE iC�tiQiC � [t' : bt'C�`aV nRrrio CCOIPACTEDI MEET GRADAT2I)1 MO301-f- f I DINDEmoci f�CLA�it 1 HYtANTl� ' ~- 6' MIN BANK RUN GRAVEL SUBBASE J L D) POLES, EYC. OVER PREPARED SUBGRADE <CDI4PACTED) PPA L S �A MEET GRADATION OF M2A6 GRADING B p• 1IN� G47F W MF al:fW AS RE,? A&V .S7 &W 76WW hUM I 1�✓. I M� 07W .w)W0$ O - carry m ,vim �G)9 a47F ",, COAO°YE7F h'ETA,N(E7P Cl.NS2S' CUr LXW7 .SO AYW& P CL/T PYECE CJ� AfaCL Gi940V f7FL'iV /" Q/. fli°E srAnraao� � �. SfT SrPIW CL.tS.S 34 � /(1D' my LEAC77/J / '; ET Las ANX. CVr PA2� I L� 23M AFiW / �� 12' GiP B' X 4' RETXX.i�7P MAWS I" awME 6W &I )977ANR9 AWS&E I MT ANAV ANY 6IE- NEW FULL AAW SxIE a4)T Al/V {2�" Ater 70 .SMILE LAVN / CROSS-CDJNTRY PAVED TOPSOIL L SOD OR SEED � I STREETS / AREAS 1L � r,r tr4��v �-- ;.•4 . 3C t 1/2 PDrE 4,• Y V2 PIPE 6' O.D. 1' POPE 1' SECTION NOTE, 1. SEE STANDARD DETAIL FOR CLAY STOPS WERE NECESSARY PG. VI-46 2 FILTER FABRIC SHALL BE NONVOVEN CLASS 2, VITH PERMITTIVITY OF 0.5 TO 0.1 SEC4 AND A[ OF 0.43 nn TO 0.22Mn AND SWILL PIPE - IN GROUND VATER MEET AASHTO MM-% MgIVY •SECTJCW hVr m Jr" APPROVED GRAN&AR NON - ORGANIC BAGffIIl MATERIAL PLACED AND COPACTED IN ONE FOOT (1') UNAIUJ LIFTS. VARNDNG TAPE PER CON. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12' OW O TO 24' (MA)) ABOVE T1 P OF PIPE. -SAND BLAN ET PIPE, AS SPECIFIED -3/4' BROKEN TRAPR<xIC FILTER FABRIC Omar ANaav A147FR AiW AELfF1ti9G4C ,,W7 '� .�./ ciR.aa ,nrn .rr.A,nrir o i � O , Z oo53b6b o000 oP$+ $ 'O u�•'' �� 8m_� o �o �0ZS4zo db NiiElaLiMC d%V 5UrANr AN7JM£ AN7£JPIfIL 414' O> D 57VW �LiL'11W AMIZA L AV AL'Or E.lY:4MWlXW GIP AV 465VV" AN7£W AY Lar01<WW BY 7�fL'- EA JZ AN)ZWK .SHILL AdTr LR 92 r AtOt 01. 1 'gor 4-4' S1ZNE awov XL to arA7v -^r or PUV pITH�S?ZW NW9V G6 W RM 6W 090 PACE TYJ°/CAL STORA/ OR.4/N TRENCH DETAIL Wr � sr.�cE PMOfAd%7-QW)AAV 64 LAAt2fY:/Alw^ (.SFE' fll4w) '`AilRllfW W -aofac ARV. 1?' AAMaMFOW AFL aAaW AW CxNIA< )W AV 1?'.DYERS (A4 AS olAff"JSE AtH°�f)UJ AV S7L71Lr Z4Rt P )7" -T PYAt3_'D AIMD 1 !/p A07DOWL -vv4u ZiT LRQT. Ad?05 ,�- e January ►' 2001 CKRTiFiED MAIM. %last ollc sv"tA VuuyAot 1540 9ULUVAN AVVf!NUH • 80UrN WINDSOR. CUNN 06074 AREA COOP 860 ! 644251 1 Sufi Realty, Inc Mr. Sergio Squatiiw 192 Knollwood Rd. miuw%etter, (7r 06o4io Dear Mr. Squatnto: Re: Appi 00.55P, CwIA'a Pasta Site Plan and resubdivis a We are pleased to advise you that the Placating & Zoai u:. nurniasiorn voted on 119101 to approve with modiAcations the above mferencod application for a S' :..'ian of Devoloprncnt This appruval is fur the oonsttuction of ► 46,000 aq. fL manuiicttuing building on property located at the southerly end of Talbert Lane (formerly Coenccticut Ave.j, I zone as shown on pierts prepared by Messier & Assoc., Job No. 00-15-1, dated 12/15/00 as revised. This approval is subject to the following modifications: l .. Prior to oamm noeme tt of any site work, a meeting must be held with Town Stara: 2. No but, .lag permit will be issued until the final mylars have boon ruled In the Town Cleric's office. 3. This application is subject to the condWons of approval of the Irdwid Wetlands AAgeenoylConservatiem Commission, including a bond in the amount of S1.0.000 to ansnre success of the mitigation area and water quality,wale ($3,000 to be released of r soccouN establishment of the swale; stet $7,000 to be held for throe years to ensare establishment of the mitigation area); and a bond in the amount of S3,000 con" oomph mce with the crodat and sedi aentation control measures. 4. An ere -built plan it required prior to iastrsooe of a CatiQcate of Occupancy per Section 8. 1.10 of the Zoning 5. Footing drains am required if the bai Wingg has a basement. 6. A Lndscape bid in the amount of $5.000 is iequued amd mast be submitted prior to filing of mylart. 7. All plan used in the field by the developer must bear the stamp and authorized signature of the Town of Soutin wmdsor. 8. WPC.' approval is required 9. If a Sum Tnr!!io Comntisdon oerdficate is requited. no building pewits will be issued until the certificate bay been issued (pw C03114-311). 10. The building street mmrber mug be irtcan the final place. 11. Qwui ity eaimio= must be atbmitted to the Town Engineer (out enclosed form) for the purpose of determining subdivision bond. All bands shall conform to the enclosed bond policy and shall be posted prior to filing the anal plans in the Town Chic's office. Ifthe developer chooses to submit a Utter of C radit for a one year tern, said Letter of Credit must be renewed on a yearly basis until compledon of ttyo develops wiL If a new Lotter of Credit has not been received within 30 days before the expiration date, the Commission stay, at its option, call due Letter it is holding. (Policy erwlosed) 12. Town Engineer's review cotnntetts dated January 4, 2001 must he addteased to the Town Fngrncer's satisfaction. 13. Size of parking spaces must be identified on the paws. 14. Incrwe size of more trees/sb ubs in front of the building. Black and white transparent mylars of Sheet $3 for the site plan and Sheet #1 for the rtsubdivision with the above modifications, together with three blueprint copies of the entice set of plans must be submitted to this Commission within 30 days to be stamped and signed- Tice lette n of approval of this Commission as well as the Inland Wedands Agency/Canwmtion Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be fattened to you for filing in the Office of the Town Clerk. After filing these pions, a copy of the receipt must he submitted to the Plartnicrg Departatett. Very truly yours, Walter 1. Mealy, Chairman Planning and Zoning Cornmimion WJM/dlf r• Town Chief Building Official Assessor Superi•.'endent of Pollution Control Fire Marshal Messier & Associates ;nciosures • EXISTING IRON PIN O PROPERTY CORNERS & IRON PINS TO BE SET ■ EXISTING MONUMENT O MONUMENT TO BE SET $ UTILITY POLE k 7 t' EX/S1iAV EA;E OF PAVEVOW N/F ZOWE : I O \V 0 '7 '7 IF Af EX "ON. FRENCH 506W CNUE bV1ZZL�JYN�+O AS'SN. 1AV.� /7,SYE-I OA5 � A LOT 8 Ya 799 / Pg 259 C FRENCH Soex CIRCLE ZANE : 1 AM SSOWS AL4P 60 LOT 7 1' W 799 / Pg 259 S 23c-31^^ 12" W -O "CONSTITUTION ASSESSORS M4P 60 5 R Y, o = 79•-58'-15" LANDING" LOT 10 R = 72.00' GG r Lo = 100.49' Li GOYVST77U71GYV LANGY/IQ;' Lc = 92.53' �0 Za e� / LOT 1 Chrd. Brng. LOT 2 p = 79' S4'-23" \ N 16-24'-03" W LOT AREA = o o R = 25.00' /�O 1.2882E Ac. 1 " o REYISEQ FA _ Lc o 32.8, 56,1LOT AM Chrd. Brng. _ �. 17 1777VII1. A- �.�i arc. N i ti -" J 25 -59 .99,227i S.F. 10' Chou' Co. � ' F. Y. EASEa/E7VT _ S 23"-31 '-12 " iY --- - -------------------------- -- h •FB1 19 " 251.32' N 23'-31 - 12 E Mho%77' 1AW"' N 667748" W N/F K47NLEEN T. RYAN ASSESSORS A9P 60 LOT 12 YeV 412/Pg. 229 ZONE : I NIF 121 OOWNECAMT AWN4VE A S iCGi aTFS .ASSESSORS AW 50 LOT 11 Yo% 829/Pg 218 PROPERTY CORNER ed3' 410NIMENT POINT 000ROIN47ES POINT NORTHING F4S17NO Q1 17JS59 07 189796. 68 O2 174M104 18976989 © 1742.9-T 47 1997JO 78 O 17,C-W 70 189&Y.6 55 O5 >7 5. 4.9 18982 ..57 174769 M 191GiA27. 68 17�782.27 /_4W4V.518 © r 17jW92.47 19021W.88 N/F h64LE REAL 7Y, LLC ILL. 1094 / PG. 215 i '7N 6•-48'-56" W n . 20.00' I 11 N 23'-1 V-04" E 100.00 REYiSEO LOT AREA = 7.2343E Ac. 315,126E S. F. PROPERTY OWNERS.• 6*W7)WT A AANLA'A1C 7AW fRiw 7m HAD 6M Ar 70 )w A9510 9?7Y LOW X171 LOT 1, 70 ,�faiV M177V )w LAI'F 7AW caviAM1ww flrw 7N4T �T 79 7W CLYW* 7)MT A►tDk F G%C -A�"- ►4!' 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BOX 300 MANCIIESTE-R, CT. 06040 APPL/CAN'T ZONE: A 20 JIOINV 6F S0117H /1;)NL7.5'OR A SMORS U4P 47 , \tW-1, 51 —50' B!/F1FR fRcw RE37D,�'7VW ZONE 37.44' i O COWSEPiiAMN I EASf�i/ENT 1 L-------- ----- ORAAIMCE AND "VNTE/WNCE 64 SEa/E7VT 1W SWYALE - ACLE" _ rN FAPVW OF LOT 5 ONTO LOT ,i "CONSTITUTION LANDING" LOT 5 L Or AREA = 9. 3661i Ac. 408, 857t S. F. N 65'-07=1B` K ASSESSORS U4P 60 LOT 9 N/F 10ZF REW 7Y, LLC koz. 1094 / / Go 215 HALE REAL TY,' LL C 275 NEW STATE ROAD f? 0. BOX ' 00 MANCHESTER, Cif 06040 TELEPHONE (860) 647-9798 GENERAL NOTES AW MV W 5' )%Y? b W 77 ar-WT AV Rf544%% 0V Gig" Th;T PRt207WTY. IT NAS GOiI/A60 12?6W UAA'7F0 R1_''Ca%i R0 AfiM,, AAW /M2r'Slh^ AM,, Df = AMPS AND O7hE/P SVUW S /T 4 N ALE- 6V YAOV ar THE S!/9KE)-tW,, A PLAN - LaE1°Lr WZAT SURD' RW )W EXTER1W PAiFM "A64RY AW AN 6KNMW S!/J y FCYP 71tr )99a°l2SED LOTS 6L'W1GY±9Ll+fW 70 A 6USS A-2 S4#?WY. AUFAElKE IS ANLZ' 70 A M P EV7TTLED NC S1496141SiYW RL", tVhC5'77R/!XW L44 W O A PA9LO fi;YP.' 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LAND RECORDS A MaA&MV Or CO'i+l<J MMY AND R1�5.7Ri A WS BY 1AZE RF-LTY, LLC, a4)W APR& 27, 2001, AND R AV KY44 E 12Y�16' AT PAGE" 259 GY<" 7W SOWN #1WL25L'YP LAhfD RECORDS 7N/S 4R 7Y T Z0C47ZD OYlJ31fW ar Date• 100-YEAR ROW /A?AW AREA AS SJSVW 6W IZAX! AiCSUPAM Y R41F AW (F-D ,) FGW 7HE AaW OF SOVIN NAMM, RAW 7 OAF• 9, CGIW/AR'1A7r--PANEZ NUAk5DF 09i i23B "7B. LJFfM)W MIE• ANY 1, IAW IIS LVPAo1?7AA VT Or hVtWW AND URSW L 1;fZAAMEW, FFLi9W AVSMiRMCE ACEl4f.^Y. PoS�E G CIXW Cfl W GYP 0)7&R A0Wc7ARY CENl4Y,E /S 4WZ- /70 THE Aff7Mgx1TAN LirS7RCTJ AV AN AAXiGWT a4-' W U tW PREYAIL�WfG RA7ES' AV 1?9WT AT THE 7&T 6V' A`MAVeZ • 6V- THE Ma'1SE COWNECTXW Pl<MOV7 GRAPHIC S041-f O 200 400 100 J00 (FEET) Tl"19TIVY FOO.4l17Y 910-CIO 11/UTMEG ROAD SOUTH SOUTH WINOSO, CT 06074 NAYES AND ADDRESSES OF PROPERTY OMINERS H11THIN 500 FEET OF THE SUA5VEC7- PROPERTY 3 Z O O Phi &MI'A/ENT A907- Nc Q7 17. 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PRIOR TO BEGINNING 1 oo G GAS MAIN ANY EXCAVATION FOR MARK -OUT OF THE IOC47701V OF ALL EXISTING (�� FIRE HYDRANT UTIUT7E_S BY THE RES'PEC77VE U77LITY COMPANIES ® CATH BASIN GENERAL NOTES REFE7FDVa" /S Ml�4AF M A PLAN EN1IllED 7D9900 °1'AC MY L�''1�Za'9 W PLAN, uw7nzoq w L1NL%i1 , x W MOLE' ArN7}, LLC, A!' WW ~ SYX/M OIMWEVWVr A6£A fC AW rA Wr LAAC' SWIM #VWO-r.W cL'iM1WEz)xvr, a7E' osl3w,, SG4LE.• 1 '=1A9 A7 Sm'T 4 ar 4 Rit iwx. >/ 11-10-A2 Aff3SAR & ASSY.r )Z-4 hW.., 57RPr£YGyPS-E7�4�N�F1`RS AN , Cr., RMNW,, Cr., fiV&�WRr R AA X, L. S ' INE EY1S•lA1�G• Mq%R YirY AS' 0EAV7E?7 hf2ff .i'1/ LS MMV l%V A )WW S7�bPf�fY PLhFORA/ED 8Y AdFSS& P & A S Sal At-S, AV. 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RIPARl�W ZONE PLANTING' SOMM47 C AWN .s Ur PROPERTY OWNERS. - HALE REALTY, LLC,• OSPREY ASSOC,14=,- & ROGER W TALBOT, Sr. 275 NEIW STATF ROAD P.O. BOX 300 AMNCHE57FR, CT. 09040 TIMOTHY FOC4RTY J10-010 NUTMEG ROAD SOUTH SOUTH WINOSOR, CT 06074 APPL/C4NT.• DALE REALTY, LLC 275 NEW STATE Ra40 P.O. BOX J00 AIANCHESMR,, CT. 06040 TELEPHONE (850� 647-9798 WATER MAIN INSTALLATION NOTES -m 3 1 I INVIVSE0 S71?EZ7 �; TREE EASEMENT 0 /-0 &F 6WA417M 00o Ti7THErow N GW SOUTH #7NOS6W 10' CLctP Z EASE,I/E7VT SAN/TARP MAN110LE - -- - - --- - - - - - - I T. 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ALL f7777ACS SH4U BE INSTALLED 1f7771 RETAINER CYiWOS IN C401,0/REC7)OM 2J B46 W27- U /N 7REMCNE'S' IN 7R/4WLEO WAY, CINUISR AREAS TO 8£ PAYED, OR UNPfR WALKS SljWZ BE 84NK RUN GRAYEL, S41NO, 6W AC:M9RTAG4'E S474-F SOW 24 TFMRg4ARY AND Pf?W WENT R,01A49 REPAIRS Sli4U 6F' ANLC IN AC:L^OMa4MLE #nN DISTRC7, TOWN ANO/CAR STA7F SPEC/fl04TKW.S,, AS APPLE. 25. hZEVOACWS ARE M SED ON /VGND 29 Li477/M 26. EXTREYF GIBE MUST BE' EXERPL'YSED BY 771E C'ONTR.4C70R rO PROTECT SW17ARY .SEWER LATERALS AIRAV C WS7RlV7A W. 27. A/�l°f4OO& F6W 7AC 447ER A9 f7W 171E" 40/N LINE ONL Y 28. OC24/E371C AND 47 C SERV7 fS ARE 70 BE APPROPED BY 771E ,0/ST)WrS 077U7Y SERPYIn S &'PA R) W/£1VT. 29. #HERE WATER AWN IS A 67AUED MZOW GW4W P1PE, A41N7AW MIN/MUM OF 18 INC/1ES BE7KZN- W77W Cam'• STORM GWA/N ANO / R OF #45 4 RQ MAIN. JV AO WTAW A A1Ni0fM!'& a6rAA42F Of - 10 fFZT hVhVZCNTAL AND 18 /AILHES L2RPTIOV fRk'il/ S4WTARY .SE#£P Nl,L'rjW R UZW-E. J1. THE WATER MAIN .SKILL BE" 00111STAA/iL''7FD UNVICR A AEWIN'ER3S P£RM/T A0MZWEN7- a 7M£E7V THE &-kRORtR AND WE METRqc1?AN ,0S'7RrC'T, ANO Sli4U BE &X 7 SY A LICENSED PY UAo0LW UNAER )q-9W/T BY AND LANAER THE SZ1l£Rb1SGW Cam• 711E At-7WOAtT/TAW A 7AW.7-S GYREC76W OF EWNEFRY9W ANO PLWNIA49 J2. r .Vl BEFORE Yt7U Ar0V" - THE GMM076W /S HERESY REMINGIED 7Mr N7ZE 16, 6)W7FR 29J OF THE C*NNE07K'U7 GENERAL STWIZOZ'Sa hrW//RES MV77fn47X.W OF 1XE IML17Y C:WRAN/ES CV- PENA/AU' EXC: 404r719V AT CXr AIW R'/BL£C 07U77EN THE CiMTRACTOW SMU GILL 1-"6--922-4455 AT LEAST 48 ArWRS PRIOR 70 BEGINNING THE EXGIYA770N • FXIS1lIN6 IRON PIN 0 PRIIPfPT Y C59NERXIRO1V PIN TO BE SET E) MONUMENT T O BE SET - - 40(9- - - EXISTING CONTOUR PRDPDSEII CONTOUR F • f✓< TL AND FLAG L rAi r ly r'n-1 n nrrL-f)"rA1[-n 4. 1 I If- r/ AAln( ,B eo ® EXISTING SPOT GRADE L/ KORANT SANITARY SEWER MANHOLE T. C: PROPOSED TOP OF CURB EL E-VA TIJN 9 C. PROPOSED BOTTOM OF CURB <GUT TER> EL E-VA TION 3to� � '� 'S• ;� ,V � r�, itd �. � s c, »;fit � ��. &'' >.' + I I, " r r ; e e S .A, .J 't .f t t i al n. v ! w r • y, � +1� r :a a 4 t 1 JP •1 ' I r i `.r I`r ^.•.. 1 � M ti - •�YS •/l• A • � :ihafYt. �. ee,3✓b�✓�:FL,Y�1mA.�....:.awS. .. ..-_. 3�`.�Ut� �t•�k::_ . .m r�__ •i.�.'�4'..'.:K' _ ua♦R .... �_.-.. .,., _. .__I L ��: '... .. _r f.... ... I:. ..._ r3..,� .tk-.rt�... �`."�'ia�:...... .: ��'_�._>`. _..:din"S �L6r�31IV.w�t!':.`�Y4i�S Ott«__a..11a.:.a ` .:.ra�:'tr-- 's"�e+ie4; ,:tr.�S:::,:...i _,a: - `.. ' s•x? ` . ' .. t 1 � /NSTALLAT/ON SEQUENCE & CHECKLIST COAT D 1. The pr100sed won* on this property wry/ %nc/ude canstruc&W of o permanent cu/-de-sac at the existing MmparWry end of o pm►aous/y cvnJ i/.,n. fed read ( /Wiwi Laiie, fvrir/eiy kr/oim as ! %e noli%/ end of Connecticut 4PWMO) and constiUC6017 of extension of existing t/ti/•ty mains into the eu/-ode-sec, inched%ng storm drains, water, gas, erteectric and to%phone. The won* is prOposb+d /n conjunction W?h the resubd/Yis1017 of Lots 2 and 3 of the prirrious/y opAwo►rod "C'or/stitut/on Londitg " industrial Re -Subdivision ltM pmpasdd sort war W ["ne c,or/strrrctron of the puol/c improt�tmenrs and other won* pr000sed of this time will include mmoyal,, Idling and mgrod%ng Of sal on th subject Avoperty. 2. Construction of the proposed /mpro►arments on this site /s expected to cammencO in the Mnter of 26W and be completed /n the ,Spring of "i. J The sequence of construction wl/err won* %s to occur on the proper y shall be as fo/%ws• A ibrfovm canstrrsction survey /aynut for the propOS&d improvements B. /0(antiYy the extent of land clearing necessary for the won* which is to be pen wmeed. C. Install emsron and sediment COntfOl measures as %nd/cated or described /n the normt/ws and/or on the draw/ngs, befa✓V any octU01 disturbance Of Ahe /and occurs Ma/nta/n and/or reja/000 os required throughout the constlueban pentad D. fiWMve &VS11ng ►mgetot/an within won* oleos Chip small brusf/ and &ws; storm ch/,aped mat&WI an -site for use /n later o(vM(0W »t shames AWMvv any cordwood and timber from the &YO. Stamps removed from wain* Ones• shall be MMoMvd from the site and dAW05ed of in o proper and legal manner and/or buried on S&O in /(ace 6o07s as ragc//ated and/or oppio►rod by the Town of South #F/M& r and the Cortnechcut OePaItment of Ertviranmento/ Hrotecha`r. E. S)'W dry ex/st/ng tORS07 1AWn the war* omOs StOM on-siM /n 5VIr&hdr ~-by /hcritiioru for use in retstorvt/on of disturbed areas %n Altar a(r�k�avr�/ _srnnt�s- iir�Lr .c.Fi/Lac of cfivfn6(�o chn//N rent o,..,�.f a two (?� harx>a/t!o/ to are (1) vresr *vl spa SEabvliM sa/ stoe�o/7es by estOMl 09 rtrywla ikr coo► &- or other approved measums, and 5ui7ou/7d stOCIO &S with staked haybale or silt fence barriers F. /FoUgh P-M* wWb*O the war* areb as 1,7600ted an the props and/or per afrM/ibd cut and MY stb,*/ang by the Survtrytar. Temporvrry or ,oeeryWroneOt.Y st &Av W s/{o(a &OPOes by seeding and/or muAching Temporary smesd rear rl r a ►N be /°irrertn/ay S having o m/n/mum purity of .98 pw/vwnt and a nw-irmum ,germ%nohan of 90 po/vw7t. Seed shall be qPRkWd of a rote of 2 Iks/1000 Sq*WW feat Ptonfag darts slid// be AtYt:h 15 to ✓une 15 and August 1 to Goober 1. Temporary m4,*-h steal/ be wired-f1W strew dv hay, ar a/r=dned wood chips frees of coal" &Wted wWYh 12 lbs riiYrogan per ton. A,cpli Obm rate of hoe MUAkh sha/l/ he 76--50 Aks/16W squaw feat for straw or hay, and 185 275 10 s/ 10010 squaw rest for wood Upon cornpfat/an of mt/gh grading, install oovylanol eras/on drtd sbrtbn Wt contra/ maVsums %ndad%ng, but not neecessari/y IIMIYed t4 SWAY drrd Cheek OUMS atVV hoes of covnpI&Md slopes and in tbeqoorvry orrd/or pemraneant &W,70g* sw+aldM as neczrssbry or repaired by srfb corWdit/er/s; or as cva6red by the Town of South N"/rrd OIS' OkWg1o4ed dgant(s). G. Cans&W,( the i1np1oMvr/7&71s %n the won* area H. /l7st4v/✓ Duty oddit%onal protffl`C& r erOsy+'ort and sod/went contra/ mOOsums as work progmsses, ass neaassrYoted by s/M dared/hens and/or as orafsrVd by the Town of South #kAdWrs dbesYgnoted oger/t(s% /. difaalr ha,YhOO ar ShY fence barriers of new catch basins as the road bme is brtxrg►rtt up to p vve, and ma/ntloat and/or nvlacv as 1Aft-*scary throughout the clanstrtrc * W PW,-,bd until o// disturbed Oros st/rrourto% g the new rraao*Zv am pevmanerttiy st"Ized. ✓. /raped artd mpa/r as necvMary o11 pM►s U y RIM9+d a V&Wn and svd/rrter/t co✓xra/ meeasures W. CO/rP494 permanent s42WIzatrrvt of cw/-da-sac shoulders and side slopes by pbVOment of the required depth of tbj 1, fine grod%ng, /lining, ferMCVr , saeding and mtrohh7g. Lirrmstone sho// be oppArd at a raM of IJ5 Ads/1AW square firer; and 10-10-10 or 10 20 20 la,*Y/zer shall be app✓/ad of a rate of 10 !ds/1000 square fast ar as other isa estob//s/ie+d' by laboratory test/ng of samples of the ac&w/ topsoil pooced and spreeod on the ariras ib be planted. Lime and fertrT%zer shall be #W*ed into the tgom7 urh'b1mly to 0 okpth of •f Inches by hond wan* or wWYh surYobr(e epu%pment fol/owyrtg hhe finish contours Un/ass ot//erw/sa VdCil, ed, the generv/ seed mixture and opp✓/catior/ rate for a// An/~ permo/M,nt gross ornos shall be as follows ric�j[/arr/vr/ /wiiiimuin nnnimum Mbrght Alwty C:erminofion (F3aunosj (Pertbnt) (Percent] Chew%ngs Feseths JU 97 80 Hord Fescrnr .30 96 85 001OM / 6kerttgrass 5 95 90 Brosfoot TmfoiY 10 96 90 PbYWn/o/ fi)tVvss 20 98 .90 Ci* "cert%/ied seed" vearie A s shall be used, as Asted %n Article A/.1..04 of Cortnectnctrt bOr lean 8144 ; as amended. The side slopes of the proposed cur-de-soc, shall be seeded with the 71 lMeast Uplond /Iotiw/%Votura//zad INOW/ower Mr" ora/lab/e from Sout,twn Tier' Consv/hng, Ina, West Ciorksvt%le, Mr, or on equipalent seed mix product; os approved by the Town of South Mrndsor. Sedd/ng shall be perfOMWd only during the periods of .aori/ 15 to ✓une 15 and August 15 to Se4otambar 15. 1mmdd1bA* following seeed#W, the surface My// be marched with s&vw or hay free from WOads and coarse moftr of a rate of 11/2--2 tons/ocrs or 70- 90 lbs./1000 squaw feet. A/u/fch shall he anchored /inmedioM/v after spreadri/g by opp/vollan of a l/quld mulch b%ndar or mulch netting ap011dd %n accordance with the manufocturr's lWornrnendot%ons M7tert not s vosawb✓y posmue to perform parmaner/t seeding, the alas shall be tempovyiyseceded and/or mulched fo/Iowirtg the pracedums described above. L Perform any ma/ntisriance and repair of fine grao&d odjacent disturbed alWS and other permonentYy SMAO/zed auras 4 Avring the pentad of can &vction, a// disturbed areas of the ca7struct/on activity that hares not been /aermanenb), staM7lard, st1w1alvl control /nw✓tcv me .ti=Ah7s, #hWv Mkines, rsfir n- mwl if e anal sediment Control measums shall be %nsP OCted at /east wae/*1y, %mmed/eaM/y after each rainstorm with a rninfoll total of one-ha/Y inch or gIM&Y,, and of least da//>' during o major storm evMnt or during o penad of pm/tonged rta%nfall AccumuloMd dgoo&ts of sad%meat and s/7t shall be periodlco//y lvmoved from the upstmam svo(a of the erosion and sediment coral/ checks, and upon estobGshment of permanent seOitg and mulch/ng. Swh motSrwls rrmo► W shall be /ncorporvted into the ongoing earth won* and/or rrmorwd from the wan* sitehhytoles, silt fencing and other errasrbrt and sadhrmnt c ,76W mauwAr es shall be mploced as /teecesvary during the period of conshuctian %n order to maintb%n COMA Mete and %ntegl& &-OJ bW and sediment centric✓ protection. /// --4— —/ f.. /rJL%� p✓oce anal in proper functioning conditran, and be clantinuous/y moInto/reed until all dIStuibwd orsos upgA7d1e117t of sold faciyY/+es am permanently stab%/%zed. Following such permanent stabMIzat%on, the fociy%ties shall be dismantled, mmoved and disposed of %n an approved manner: 5. #hw v de -watering opervt/ans am Imcessary in order to perform the requ%red won* though mvlog/ca/Iy senslYiye arvas, ureter pumped from the excr/rvtror/ Ond 011/er poaeo, dIzzIned areas shall he fmv from s%/t and shall be discharged to Mmpoly y sed/rr/ert#/st%lling basins prior to ruse to wvtarcotirsas, drainage ditches or ortlonds areas As a m/n%mum, discharge voter 00// be d/rrcted townies secum/y insta/led hoybole em-,;Aw and sed/ment7Aon check dams or other occeptab✓e sediment tr2PP,7q rmeasums; prior to WMring any woMrcourses, drainage dl?ch, or wends onw. Spec%f/c dewoteriWg pracedt/ms and metttoas ores descr%beed e/sewhoev on this sheet: 6. Prior to COMMOnc%ng any disturbance of the /and for the proposed Warr* to be performed for this project, a %ndmdua/ shall be designated by the and/or a(gMtOper to be peMMWO/ - msponsrAft for the /molemWAM1ort of this er(as/on and sediment contra/ p hn and er7forZ:V1W the pmscnbed erosion and sad%went 00ntrol Sal&guardS during Me construction period. This mspons,&7ity includes the %17SMIlotion and maintenance of contra/ measures throughout the ccnsilvel/on period; %nfo✓m/ng all parf/es engaged on the construction site of the /zrquirernents or/d objxtings of the RIM, notifying the proper Town ogertc/es and offrcio/s of any transfer of this mspor/s/b///Yy, and con► *,W17g o dopy of the eMs•/on and sediment contra/ p/or/ Av the title to the fond IS trnnsferrad. EROSION AND_ SEDIMENT CONTROL SEOUENCE & INSPECT/ON CHECKLIST FOR LOT DEYEL OPMENT PAIMECT A"F Resubd/v/s/on of Lots 2 and J "ConstiYubbI7 Landing' 10AWE07 LOC4770M• Talbot Lone South ii%nd"l,, 0017176eCt%Cut RRWFCT A6MAYP77GW.• Tiro (2j /ot /ndustr%o/ ResubdlWrs rt, with constructor/ of a permanent cur -de -sac on an ex%st/ng roadwby and canstruct/or/ of utility morn exMns%ons TOTAL PRY.UECT AREA- 9.~Y Acros ES) AOW) D STARTING !d4/C ES71AL47E0 616WPLE770N L147F )?f5R6 NS/BLE ENTITY fAVS/OW ANO SED/AIDW 6VAgAYIL PLAN fREPARED BY Sprang `uvi Summer, 2001 Hale Realty, LLC 275 New SWe Road A/ortchester, CT 06040 A/ess/ei & Associates, /nc. 268 A/a/n Stl"l Arh17chhesstd, CT OW440 fiaw and F. Nelson, ✓r, P.E. Telephor/e (ao0j6t6 otii,i /NSTALLAT/ON SEQUENCE & CHECKLIST Mtn' GiESCR/P7XW L92S M d• S£LiAd%T C2 WAU A/EASURE3' ZQC4 Alzr A/EASU/PEs INSTALLED IMM -21- INSTALLER _,Q� �Q 1N/WS Gl� INSTALL SMA/ENT Do#WSLORE OF ,64RRXERS FOR ARM M BE IWOROSED M4WW AREA bYS11A15LW F6W MWMAY AND 1177LI77ES CONSIRUC7KW INSPECT AND AlMMIN #HERE REQUIRED AS M-CEMWr ALL & OS/CW & SE7.1MENT CVAq)? L MEASURES,• REAL W ,4CL'UA1Z1M7ED -QWA/ENT fRF.'it/ 6EH/NO 1jMnWLE ANO Mr FEhL'E MOVA J?S COASMoCT NEZ'ESWY IYNME REQU/RED "992PARY b419?-9M 8MA(S AND SWALES OUR/MG AtlW / 6AMOIAE; APE7P4MONS SMYR ANO S70L^WP/LE AL'i WAY ANO &WL/7Y Rg40N'AY AND UTIL/7Y Mt2PA' A/PEAS,• PLACE SELYA/E7VT 644WERS AROZIND S706WP/M S & STABILIZE P/LEN INSTALL MUMENT AS SHOWW ON PLANS B4R1 ZW AT B4SE AF szopfs F6W )USED ,xZLS d• AT 6U77FR LINE AT BASE OF 6WY FAwRnaw/Qri Y--v7AAY117,r 1.4qywnwy ,d vn iiniirY O/S7URf#77 AREAS MtaRW AREAS AF7FR ROL/ W 6AXO1AV INSTALL AOGY71&, AL 1OVEW REOU/REO DFOWM et SELYA,&-N7 6VA9??a MMSURES' AS Rf-WIRED INSPECT AND MVNTA/N #HE7PE RCW1RED AS NECESSARY ALL E1 R2SW & SE7.YAIM7 CYAMa A/EASUREs;• RE.�/DYF .4rY.YlVU/ATFO SELYA1hW )9F6 W SEH/NO longizE & S/LT FFACE B4RRovs INSTALL 6MMENT EACH MW C41-011 MS/N BOWDP AT EACH NEW C47C1/ B4S/N AS IT /S CLiI/PLE7M 1*-AW NENTLY STAB/UZE WERE REOIUKEO O/S7URZIO AREAS INSPECT AND MVNTAIN MHZW REQUIRED SSAiMcr..r AL 0FOSM & .5MA/ENT CYJAT a AIEASURES,- fifW`£ ACCIIA/UL 47ED -Q'L &DW 12?6A/ BET//NO MYR&Z- & S/LT FENCE B4RR/EiPS' Mt w ERO.S/E�V &SED/A/ENT 1064 .a4IF A/EASU/PES le ais Qf" -,QVF �EdFllBE3 /AMW S Gil �.`�FFd COr MOM A/EASURES INS jA�/F!J INSTALLER 6 j� RE�K�� A/EASURE3' /QE � /Ti•�aic./.X/ xN/iPOKIirir B41PRtE7R AT EACH NEW c`iAiL-r7 /YCff B4S/N C41C I B4S%N Af7ER AWV4 1P COURSE PAIrFA/E7VT /CS /°PACED PUCE 7OPSOW ANO ES'TAa�W PE1PAl4NE7VT AWWWY AMO OTNIR LYS'IURBED AND WGETA77W OMEN AZW SURRWK/NLYNG AREAS ALL CUT AND RU SLOBS IVR Ri?40WAY LYS>UANY-V AREAS /ASPECT AND MVNrA/N IOVfAE REOU/RED AS' NECESSARY ALL ZIMS/AN et s4DIMENT GY!''VMa A/EASURE3; REAIOY£ ACLY MM47FD SZZYA1F,VT FROA/ BEH/NO /0n94LE AND S/LT FENCE ZWRIE7PS A44/NTA/N AND REPAIR AWERF REQU/RED ALL AYS; B/UZED AREAS UAWL 1E/PAlAND7VT WNI TA77YF OMER /S CY.11/PLEM Y fSTABL/fSf/ED AND SEZf--SUSTAIN1AV REi/OYF AND 01S,00SE EWRE S 9F 6 IItIM, --- '- SEUMM7 CLW7M9z Mo`WMS ",0 a5POSE OF AM,1A/ULA7FD SMIMENT CHECi(L/ST FOR MA/N7Z-/11Ai1/CE OF MEASUIFES ALU LlESCA'/P1XJW .J�/mWS S/BLE SEOIA/ENT INSPECT RIM ARL Y AND 84AWIEW OURIAV AND Af7FR R4/N S70AWS REPAIR OR RE9-1.4CE AS REWIRED REMOW AND LYSROSE 6F AGL'UA/ IUMV SEMMENT AND Maws C47CH 84S✓IV REPAIR AND REPL40£ AS PRO FC7"N REWIRED R5WkF AND LNSPoSE OF ACCUA/ULA72M S£O/A1ENT AND OEBR/S ENTIRE S17F AN/NTA/N TEMPOMARY kFGETA7Af- ANO OMER 404SURES AS REQUUIRED AIWNTA/N ALL PfAW Wfh9Z Y STABILIZED AREAS MADE SECURE PROJECT DATES A�S'GyPPTIOW Ala- a47F Cf" 6ROUNOBREAW/NG F6W PRMEC'T a47f- OF 7EMOOR.4RY SUMIZA7/YW a47F OF F/AW STAB/UZ,47XW 2x4 wooden stokes driven min. of 12" iinto tthhe ground Fitter Fabrlc tucked 6- 12 into grade Flow ci /a�nenF- wooden lateral cross braces as needed Flow � � Catch Basin SILT FDVCE INSTALLA776W AT 047CH 84SINS CATCH BASIN CRATE, /r L T E R FABRIC. 'FIL TER FABRIC CATCH BASIN TOP Storm Sewer Structure JiL - FL OW ,LX l hI AIL1.L1 v Anchor w:"th two 2 r2 x..i stokes each bole TE O'OVE CATCH 8A51N ,\ ITE AND PLACE FIG TER WIC. REPLACE CRATf %NC CARE NOT TO DAMACF rER FABRIC. ANCHOR WITH ENE OR EARTH PILE AS SHOWN FILTER FABRIC INSTALLATION CATCH BASIN GRATE --1 YP/C4L SEO/il -N,rAT/ON COMWOL AT 04TCH 845IN NO! TD SCALE 10 r 84LE IIVSTAUA77ON AT 647m s4slNS fARllf OR .STOM ANCHOR P/t 5UY6MAL ., stoke -� --straw bole 1.) Excavate o binding -- 1 2.) P/ace anal stoke trench 4 " wire or__ W/OTH OF straw dee�o &the twine - h. a/es, two BALE width of a A _ stokes per bale. -- — straw bale. --- 71 TRENCH FL J..) Wedge /dose 4 % Backfi/l and compact straw between the excavated so// as ba/es to create compacted _ shown on the jobill Fi/ter a continuous bockfill side of the b 7r-er Posts-- 1.) Set posts and Fabric barrier. ti - o ,prevent pibloq. excavate a 6 X6 " 2) Attach filter - trench, set post fabric to ,cost [x ei-01 �c//U %ntv v ✓ upslope for trench. stability and self cleaning. 1OZAA1 100' 1 I I —III I El I i= 12 min. I I —III I I —III= pocked straw I I I=1 I -- III=_I —_ _ ---- =1 I= = i I i-1 I =III- PLAN --/EW I BOTTOM OIi'A/AGL WA Y J.) Bockfi// the french and compact B _ A the excavated soil. A Compacted BoCkfi// Elevotlon: Points A should be - Lrr higher than Points R. -� 11=1 I! t I 1=1 11= � STAKED HAY 84LES I I=1 III --I -1 I I=III I I=1 III AOT 70 SC&-, STANDARD 51Z T FENCE NOT TO SC4L E' r4 M. 00= •r � r . w• /' r / r • •rw � / 'r r r r r r / w • • w wr • . / • w �•�c;�i:i;��d!'�5U` �L•>v�t�•��il r / • _rw �+ / �•�� . �.gi •r r' r •-/ r w w / w / )ZVOOR /PY Pr4 OOEW i4F"P" GLTAIL M7r 7D .SMILE FRONT ELEVATION 2-#4X-� TOP OF FR CONCRETE UNIT FRAME ELEVATION X. BLOCKS OR 6' TO 12' ALL JOINTS TO BE POINTED FLUSH & FULL ST CONCRETE OR TE MASONRY UNITS 'ED CONCRETE OR CAST SLUMP OR SLAB EQUAL) 3500 PSI 6' OF 3/4' CRUSHED STONE NOTES L MINIMUM COVER OVER TOP O SHALL BE 2'-0'. 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING, 3, WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12' FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. SPEC/LIEN OU4L /TY DEC/DUOUS TREE WfH M/N/MUM HE76't1T OF --- !O FEET AND M1N1W11W OBM OF -T /NC/(cS REINFORCED RUBBER_ NOSE 2;r2;r8' O" TREATED WOOD SUPPORT STAKE TWO PER TREE, INSTALL[-O ON OPPOS/TE S/DES OF TREE PREPARED TOPSOIL & PEAT FINISH GRADE; TYPE" V 'w C rOV BdS/NAvr 70 Sir" DOUBLE S12:4NO OF No. 12 6411W NE7Y CAL Ii,4MZE0. ANNEALED If'/RE, TWISTED TO TIGHTEN CREPE PAPER TREE WRAP REMOIF BURLAP & 77E5 FROM TOP 1/.i OF BALL — 4 " WOOD CHIP MUL CH EARTH SAUCER BWR4PPE0 4 k TREE BALL ++ r •"r"� "�'" CIRCULAR E,rC4k1ATTON 2x /P0073PRFA0 FOR ROOlSPREAO G 1 ' AWI-SPRF40 -A 2' FOR RV rSPRLW 2' G 4' I 1,-?, ROOTSPREAD FOR ROOTSP,9E40 -�- 4' 57RIFT MfF RL"17NG DETAIL NOT TO SCA. SIDE ELEVATION 13/16' Tom. 32.5' 32.5' 60 :Rr H 17. 15' 15' 17.5 _ 4' TOPSOIL S. SEED _ POINT OF _ �S 1/4'�l' I APPLICATI?N _ FINISH BIT, CONC. _— a, k+xiA�,fy 3/8' 1• OF GRADE 3/8' , 1' •TT• arb 1/4' V SI BIT. CEW. BINDER _ ---------ROAD BASE / - � 4' TOPSOIL 6 �� 4' TOPSOIL & J SEED SEED TYPE 'K2' BIT. CURB NOTES 2' BITUMINOUS CONCRETE CLASS 2 GRASS STRIP 1. TACK COAT TO BE APPLIED (COMPACTED» MEET GRADAT 6' PROCESSED TRAPROCK Bt7(CEACTED) SURFACE COURSE (COMPACTED) AND 1-1/2' BITUNUQIS C04CRET CLASS I RESERVED FOR HYDRANTS PRIOR TO CURB PLACEMENT AS BINDER COURSE POLES, E C. REQUIRED BY TOWN. OVERNPREPARED SU�AADDEFOR LOCAL ROADS( F PAVDDJ6 IS DOW COATING TO BE APPLIED PER MEET GRADATION OF N2.06 GRADING B AFTER OCT 15 11R BEFORE APRIL 15 2• 1IF BINDER COURSE SHALL BE PLACED. M 04.01.10. FORM 814 A A 7ZAWP1VW , Lp �iL►TD� y �L� ��/�y/� /TVIBL//1V'f/ y Mgr 7V JRw? Abr 70 .S7w" TO cm/-6RA/ TU R4Nt1F46',7/RfR S' 5PEC/17C47)PVS 6KF,W 4WAY FLANGE TO ENE 2 t ABOIF AP PEV NYDRANT- AWISHED GRADE R7 br U`LLER CAFN171 /OW' OR EOU4L 1,72CAP CHA1N &W AWAY FLWGECURB RCNO SURFACE a9061NO L/NE CCWCRE7E 616ELARH2O J6.1,12j Aq/USTABLE SL/D£- 1 TYPE KALIF 8014, - 1 f ASPtNCT /f/PRECNATf1� ,c& IER FABRIC FELT IN?APPANG cw EOCdI[ Q ARoI/NO SAW, — 17XT OEP177, or buRY SEE CUT PIECE or PL1Y & SPELYA7CA7)0AlS O 4,101 Pdalr 6" R2cS/L/ENT IYEGFSE 70 SDA4FAG1c G47F ✓AL IF R7L 1f R 1,4,60WO AMWAV STOW, //4 x J/F [)PUSHED STi W£ J-WAY TEE ii✓i iiii 6'ABOlFOR4/N p CONNECT WATER A[4/N N HYA T LABA/N OPENING iV (A/ ✓. f O i i UNLYS7vRa0 E4R7H ' 12' M/AOMUM PRONLUE J/4 /NCH CRUSHED 6"GYlC77CE/RCAV— �i,�iii�iiii� P/T�r M/N. /B" LONG' STLWE L34i4/N f XAT-7 y tcf (1? CU FT M/N/MUM) 6" O. / RETA/NINO GLANDS AV ALL 6" LYA 14YA4 CVT TO LEAIG'TH fit—a#R£D PRE hl)V ANT INS IM ON DETAIL w,r ro •SY./ILE AVITS' CONCRETE L�4SE 4NO BLOCK/NG MATERIAL SHALL NOT BLOCK OR OBST,90CT HYDRANT 09AIN. ALL WATER VA11V AND HYDRANT GATES ARE TO OPEN LEFT. /F VAL VE BOX !S NOT //V PAVEL7 AREA, PROVIDE CONCRETE, HYDRANT TEE COLLAR SHAL L B4- RESTRAINED BY MEGA[ UG GLANDS. PAYING AS REQU/RED' BY THE TOWN%CITY/STATE COMPACTED R0,40 L34SE PER TOWN/CITY/STATE REQU/REMENTS \n�/i�wnr�n cvio o��z- (iVM/7Y(. /C!/ OVO GYIJC PER TOWN/C/lY/STATE REQU/REMENTS APPROVED 84CKFlZZ — MA7Z-RL4L COMPACTED PER TOWN/C/7Y/STATE REQU/REMENTS UPZ17Y /DENT/F/C4TlON TAPE _APPROVED 94NK RUN GRAk; Z L';O/►4PALl/Li% /%Y (J //YVH L//�..7 TO 2 FEET ABOVE TOP OF P/PE 15' A/!Af/MUA/ G47F MAIL W (CY'i`7V AS PER AAA^ STAND OV FGW TO#?V 7h9P£1" RWS I A/.✓. EN= #fW APPPVWD I #M £YF,512 Ts & 1417-S G47F ", C0AlRLFM- 6YP RETAAVER 6Y46OS CYlr C4AYE7 .R7 IWTER #ILL Zloow /JFaw ST.IAQiQM7°E" SET .SC/EW AAl1! LFAC7J,'j / " 0 FT. LBS Aw.. AMN. LE7HS7JY ".1 WTAA" IJAAnV or cur por � 1 - - ZrBy( A4 v /AC I I 5lrRJErS I" LaLCALE Ai6W, CW E0494 11' GY? B' X 4' AWML R AV AIL /7717At,5' (Al-1.) --* -.SIT 1/4 A&I &cW A07F. A05O DOZY-04F 70 bar USED #ACAETER /T LS PIZZZEE 7M7 AWV AHY aF Er?FAV&7 AN 7HE /cZ 7 ,E. 5 lYP1C�IL �y/�y� — 4� r 0� O�LVII-0,4Cr AW-W FULL AM VN S/IE al)T V� MVr M .SOU-c' LAVN / CROSS -COIN y TUMM & SOD OR SEED — STREETS / APPROVED GR44ULAR NON- ORGAMQC BAWILL MATERIAL •' .. PLACED AND COMPACTED IN ONE FOOT () (MAU LIFTS. J VARNING TAPE PER CONK I GENERAL STATUTE SECTIIMM 16-345, AS MENDED, PLACED .e• �i2' OCR) TO 24' (MAX.)ABOVE I mP rr pmE i SAND R ANIV 0 MIK PIPE, AS SPECIFIED 112 1 A PIPE 3/4' BROKEN TRAPROCK 1/2 C D. PIPE FILTER FABRIC 6'.MDt L I (SEE NOTE) O.D. •, . �: :,-.'. 1' PIPE 1 SECTION NOTE, 1. SEE STANDARD DETAIL FOR CLAY STOPS WERE 6' MIN. NECESSARY PG. VI-46 2. FILTER FABRIC SHALL BE NUMWVEN CLASS 2, VITH PERMITTIVITY OF I' r {,• y M TO 01 SEC'4 AND AIDS OF 0.43 mm TO 0.22n+ AND SHALL PIPE - IN GROUND VFTER MEET AASHTO Mf288-% TYP1 & S"MtlIFi' SE1wl.IP M-lrtw SECI7Y�V M7r m 5r/cE /7N/SNED �LiO1fR GRADE" \ APPlii�l£D L7W)'FR 641f Ea2r — 700 SEC776w APPROtfD OM'YFR 8O 7GiiI &CC7A9N C17F' ;W t f Nf4TFR A"w A/EC/NNrGIL .YlAVT (GYASS 54) EWS M7M RETAAVER 6Y.WOS 40 -� AAY£WN7' S7'"C7A2V GYP L4wsc4fi1M, (.S'EE P"w) AdM1MAV AA 6101o9 G' TAT PL,A62`' AAW. 11' 1 cn oo � o 0 6i!LiG111Y' aV - f?A&!r AHAY£ A071AW OR -Tw- L,4l mwn- 57pw A2zmw A01)TA N/ AV RGLM' ZM6017"V AP AV lAMffA&-r AAAlE7 W AS AWC)W BY 7Mr EAC,5MZW Ad4)7? Y4L -VAC L AtrF7 D. Cl T. A/.Q?.01. 1 FpP 414' 5roAr ANOWZL 10 GL'Nlf)4YAW OMr AW Rx LMP cPP Aw. 7YP/C4L SMW DRAIN T/ MM DETAIL wr ro sr.&E APPL/C4NT•• MESSIER & ASSOCIATES, Inc. SURVEYORS - ENGINEERS HALE DEAL 7,y, L. L. G: MANCHESTER, CT. (860) 646-6013 MANCfHESTER CT 06040 1 PUTNAM, CT. (860) 928-1171 TELEPHONE (860) 647--9798 PLANNING — SURVEY — DESIGN — CONSTRUCTION CONSTRUCTION PETA-ES COPYRIGHT © 2000 RESUBDMS/ON OF LOTS 2 & NE-TSIER & ASS"= INC. SURWMRS - iWNm4S .3 "CONSTITUTION LANDING " PROPERTY OF r 6MAM9At",S AMC 7W PIPOW£R7Y La` THE £NG/NEEV SL/RWYOR ANO M W BEEN PREPARED SPEC#?C4U r FOR THE OWNER FOR THIS PRC✓£CT AT THIS S17£, AND ARE NOT TO 8E USED FOYP ANY OTHER PURPOSE, LOC47AN HALF REALTY, LL C OR OWNER W7TNOUT NR/77EN CONSENT a- P/£ ENCWEERI SURWYOR.. TALBOT ZANZ- A00 AECLARATA�N /EXPl4ES L IMPLIED UNLESS' PHIS PLAN ,°AN 6>FARS 7HE EM46►2SSED SEAL OF 7HE LAND SURVEYOR IF01941E%�L y CONNECT/Cl/T AI1ENUE) AND/A4 PRagS. VAW £NC✓NEER WHOSE SYCA WE' APPEARS N£R£OW. SOUTH !'Y/NOSOR, CONNECT/CUT APPM%W BK.MfV A!AGED AAD CLA#WT& AV W' LAYERS 6W AS 07AFWWSE 4P9R7b£DJ AV S7614f- LAA12W 7A6W J -%W 6krMW A!AaW AND CYA#%,-IFD AV S' LAYERS M7 57p1!_r' LARL rR 7fA4V 1 %1 . U47FAW 9'A4U AoffF7 G10. T. A/1.05 1 F/ E=9,9092ZW a4/7- Sr1LE : AS NOTED - MSjr /1/ a��nv : a �.s•. CHECK : i fIy .SfiEET 6 �- 6y- • P14Ci/ECT hh. G?�- �2 pLw ,ye 99-09ILLRI '_ i