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HomeMy WebLinkAbout00-03P_CONSTITUTION LANDING INDUSTRIAL RE-SUBDIVISION FOR HALE REALTY, L.L.C._NUTMEG ROAD SOUTH, CONNECTICUT AVENUE AND TALBOT LANE° "(:C)NSTITUTION LANDING" LOCATION MAP (NOT TO SCALE) APPLICANT HALE REALTY, LLC 275 NEW STATE ROAD MANCHESTER, CT 06040 TELEPHONE (860) 647-9798 INDUSTRIAL RE -SUBDIVISION IALE FOR R EA I TV' NUTMEG ROAD SOUTH, CONNECTICUT AVENUE AND TAL1301 LANE SOUTH WINDSOR, CONNECTICUT JANU A--RY, 2000 SHEET INDEX 1 -TITLE SHEET �= 2 -GENERAL LOCATION PLAN/KEY MAP A � 2A -APPROVALS T - 3 - RESUBDIVISION PLAN 4 -TOPOGRAPHIC SITE DEVELOPMENT PLAN 5 - CULS-DE-SAC PLAN & PROFILE 6 - STORMWATER DETENTION AREA AND RESTORATION '•�•-��-��-----_-,-:.. WETLANDS CONSTRUCTION 7 - EROSION AND SEDIMENT CONTROL REQUIREMENTS 8 - CONSTRUCTION DETAILS LB*l - BUFFER PLANTING L6.2 - BUFFER PLANTING L*3 - STREET TREE PLANTING PROPERTY OWNER HALE REALM, LLC, ET AL 275 NEW STATE ROAD MANCHESTER, CT 06040 � TELEPHONE (860) 647-9798 L)u � 3 COPYRIGHT ® 1999 MESSIER & ASSOlCIA ES, INC. SUAIEYORS - ENGINEERS ,'<whYc:: 4N Hf PROPERTY OF THE ENG/NEER/ ° w•7"'F.' /.✓Er J4�f yE£!v PREPARED .SPEC/FAG4 LY FOR 70Mv K /k' W171 /;*Wt C7 A THIS S//Zl AND ARE _ zt ✓Stl k6* ANY OTHER PURPOSE, LOC4770N, JWW wr HO['7 A'RPTEN CONSENT Of- THE ENGINEER/ r 1 ti+ Ui C:eARA%/ON /5 EXPRESSED OP IMPLIED UNLESS THIS SEARS WE EMBOSSED SE,4L OF THE LAND SURVEYOR J f ANDiOR PROFF5510N4[ ENGINEER WHOSE SIGNATURE # C �434 _ _ APPEARS HEREON PLANNING REVISION 'MESSIER & ASSOCIATES, Inc. SURVEYORS - ENGINEERS 288 MAIN STREET MANCHESTER, CT. (860) 646-6013 PUTNAM CT. (860) 928-1 171 SURVEY - DESIGN - CONSTRUCTION DATE ifi61 PROJ. No. 99-129 PLAN No. 99 092 NAMES AND ADDRESSES OF PROPER' OIYN£RS x11T111N 500 FEETT OF T11£ SUBJECT PROPERTY ASSrMWS AW,1 LOT A10 R42g7P7Y .55 ESQ fw�YSJ Ai4thW A+ MSS 60-11 121 LaM1MEZ7AZT 44MU 121 42WAfr7A:7/7,4M?l ,!r AFS 21 444T S1hiET E7LAIClm CT 06W 60-12 4W GYIY WWWS AftZ fWY A[SSLi,' RYM; MIMOV T. 4W 60WAY WS A,OPAWY S1X/1N #pw6m 60-1.7 4fl GMWOOS A+I WYMY ELEZ'1W ACIMt M AC CT 6W74f 441 60kDP1WS AA M,- S Im MA1425m 60-14 4flf-4Ul Gt7{iWWWS /W, iWY EZfrAV AE7htZt5' AC CT 6idt97f 4UI 6VWW 2?s A1pwr W MAI4We CT 6W74 60-15 401 6VN9W*tW5 /AZWY StA07Z7f; . tioN R .SL'! 1.W 6i 4C AWLS.4~ &OWWO,, Cr 06M? 6O-16 44609fty Maw CC~ 6" R cW ,4kZWAr 60-17 255 AWW7 hW Stx/7N At' I EC ' '1W MOO A0I9,ICSy 7N .:W197 /W CMA2*7F a9w -g49Z- 10W 6v-18 229 AC/7WO hthO St:tW 77E- ANY LEFT. 57ZW cal. ##WZ 7Q Cr MS 611 OM- SIFT ST LOW; AV 6i101 60•-19 21Y AMMY hW SUM SMW MMAENT 00 /w caepwr a9w 60 20 297 A!/W AW Sci'l77/ )W ANY Z197,r 57ZW W #0w9- w CT 6WS5 5/1 aUw S7RH7 6i0 21 J19 Af/7,i a AW S.1 M AF ANY a917 57ZW CO ST 16M AV 6J701 5/1 LZ'W SM27 60-12 L � AVAC.ST. me ANY LLP7. smw m ST MM AV 6i101 611 6k/w SAKEr LGAS At? 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BOX J00 M4NCHES7EA4; CT 0601 70 7W BEST OF A/Y /YN KE1A�+E^ "AND 8EUEF 77//S AW /S SUBSTANTIALLY GYAWOT A5 N07M HEREON AND INS SUA'NFY AND AW HU AFEN PA159A f V /N AMWLYt VE WM SE0)70AT 20-30019--1 7HRU 20-J"-20 6F 7W RFOULATA%6 0,` aWNECA007 STA7£ AGENCIES - �//N1011W STM/L74 OS oo'ZW SURP£YS AND ANDS /N ALF SWE OF C0NNECW&7-AS 1AWO SED Sr T7A£ GY.l1/AE AWT ASSt MAW 6F LAND SURYL7?WS, INC /T /S A GialU'YMMON PLAN CaVr YPA//NG TO h W_70NRL ACCURACY CLASS O SURIfY 4211129 1?055 LWTE L VENSE NUMM7 ZONING DATA ZONE IMOUSTR/AL / AA4NAfVA/ PAfea A PAS B LOT 1 LOT 2 LOT 1 LOT f LOT 5 LOT 6 LOT 7 LOT 8 Jfor 9 LOT AAL�,4 AV,,6W SSF. 1$5,&W SF. 242," SF. 56,116 SSF. 100,165 Sr J'f-TAi0 SF. 4 AW SSF. 4M857 SSF. Ag 188 SSF 60,,6W7 SSF. 4520,9W1 SF. t_4;767 SF. LOT #vlW 10I fr JZ-V 00 A ?24 65 FT 2W.W /T. 25AM FT 4CM 5W FT 15000 /r 1- 00 /T 210/T2Mb M0fT. 142.91 - LOT A P77,I 150 f7 4LrX21 Ar 545.64 /T. 25000 AT 2M00 fT. ,i4..78 'r 2M.W A7 AU.JS Fl ?ft�55 FT J;i7.4> F/ 81J 57 /T ,S6b 10 /T 6!'.1CA'AC f l7q'fT IT � 1 S7iiQY 1 slaw _ tOT G2�{2�RilGE-S7R!'�C7LIP1�3' SOX ,4iN/ ?lO.t' i ?1.T i _ LOT G 7PifQ� ,MI'ERi /5 65t• A94A& 51Z f FiP6W YA-W MANOW 62 A .t 85 /T. -t _ -VAX- WV ,Sf784cW 10 � 24 /T. f g8,17 f _ hi' W YAW SE7B4iX ?7 /T. f 40 AT. --t _ APPL/CIA/VT.• ABLE RFAZ 7Y, LL C 275 NEW STATE RaW 0 0. BOX J00 AL4NCHESTER CT 06040 TELEPHONE K860j647--9798 COPYRIGHT C 1999 MESMER W ASSOC14 , INC SURVFMRS - EWN&WS THESE DRAW/NGS ARE 7NE PROPERTY OF THE ENGINEER/ SURVEYOR AWD HAIVE BEEN PREPARED 5)9£C1F)C4tLY FOR THE OWNER FOR THIS PRUIEC7 AT THIS S1TE, AND ARE moo TO SE USED FOR ANY OTHER PURpVSE• LOG4T17N, OR OWNER WTHOUT 4R1)TEN CO6S£NT OIL 771E ENGINEER/ SURVEYOR. 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(860) 928-1171 PLANNING - SURVEY - DESIGN - CONSTRUCTION GENERAL LOCATION PLAN / KEY MAP "CONSTITIi'TION LANDING " PREPARED FOR.• HALE' REALTT; LLC NUTMEG ROX0 SOUTH, CONNECTICUT AIIENUE AND TALBOT LANE SOUTH WINOSOR, CONNECT/CUT 1 O! 09-00 AW ZaVES;• AW LW N4G£ FE47URES 2 0 i-28-00 AW ZGW/AFL a4TA BL" & Aoa XiYY�4_L PR► PEWY OMNERS MVES ONi-01-00 AMS£ CULS-A E-S4C,• AFW-TF LOT AREAS fOR Z07S Jr & 8 --_ _ _ --- 4 _ _ 12-00 CAMrF POSED Rg40 AG4AIE 5 t t-1_0-_60 Liwt£ RL'i40 KM/E /N 717ZE a" 6 02-28-01 R£Y1SED A//SC. (COvP. F/LE=99-092-50K'Gj L747F SCALE : 1 =200 /T. 1 1 i aw#,V . 1 , t ( RFN--- SHEET - 2- I pRa I£CT No 99-129 I1 PLAN A( 99-092 7. We recommend a bond in the amount of $20,000 be submitted tt1 the Planning tic Zoning Conunisnion to ensure proper creation of wetland mitigation. The bond will ibc released after two growing seasons to ctlsl.ttc proper establishment. 8. We recommend a bond in rho amount of $5,000 be submitted to the Planning & Zoning Commission to ensure proper planting establishment of riparian plantings along upland review area. The bond will be released after - two growing season* to ensure proper establishment. Very truly yours, INLAND WETLANDS AGENCY] CON ;AT11}M �[VCMN Eli Warren,��hateTxr on��f�"" EW: r cc. Chief Building official Town Engineer i Y540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN 06074 4� AREA CODE 860 1644-25 f 1 MoaOe•��N June 5, 2000 Hale Realty, LLC P.O. Box 300 Manchester, CT 06045-0300 CERTIFIED MAIL Dear Sir/Madam: Re: Appl #00-03P, Constitution Landing We arc pleased to advise you that the PIanning &'Zoning Commission voted on May 23, 2000 to approve with modifications application #00-03P, Constitution Landing Subdivision on 50 acres to create nine lots to be known as "Constitution Landing' on property located on the easterly side of Nutmeg Rd. South, southerly side of Governor's Highway, I zone as shown on plans prepared by Messier & Associates, project #99-129 and revised through 5/ I/00. This approval is subject to the following modifications: I. This approval is for 9 lots, numbered 1-9. 2. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 3. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 4. Water shall be supplied to this subdivision by public water. .5 Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the Chief of Police. Street lighting is to be coordinated with the Chief of Police (copy enclosed). 6. Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town of South Windsor. Street names and supporting posts shall be installed by the developer in conformance with the standards of the Town of South Windsor, at no expense to the Town. 7. A liability insurance policy shall be submitted to this commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of $1,000,000, S. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including bonds in the amount of $15,000, $20,000 and $5,000. 9. Prior to commencement of any site work, a preconstruction meeting must be held with Town Staff. 10. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 11. All easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 12. Footing drains are required for each house. Prior to the building of any structure on a lot, ra topographic map, drawn to a scale of 1" - 40', shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the footing drains. No building permits will be issued until the proposed contours, floor elevations and location of footing drains have been approved by the Town Engineer- 13. If, for any reason, finished grading and other individual lot site work is not completed, the Town Engineer shall determine the amount of ra rash bond to P.nwirr final arnrlina nriA aifv arnrlr This -nnh hnnrl r 11.4- I- .-1% ,;++-A .. rr. -"--_-------- a- .---.p --. •-- -.. .. ..... ... .aaav wwa a.vaa.a aaa u.avet. oa: uaauaw.a r.aiaDa au issuance of a Certificate of Occupancy. 14. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding, and all bonds shall he posted prior to filing the plans. If the developer chooses to submit a Letter of Credit for a one-year germ, in lieu of a Surety Bond, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter it is holding. 15. A drainage assessment fee in the amount of $450 shall be submitted to this Commission. 16. No building permtits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's office. 17. Engineering comments of 5/ 12/00 must be addressed to the Town Engineer's satisfaction. 18. Renaming of Connecticut Avenue (north section) to Charter Oak Way is subject to approval by the Town Council. 19. The 50' Buffer lisle must be shown along all property boundaries which abut the residential zone; and the zoning setback should be shown in addition to the buffer. 20. Street tree easement must be added to the plans. The street trees on Nutmeg Road must be intermixed with Honeylocust trees. Street trees type and spacing must be consistent with existing street trees. 21. Selective cutting and interplanting within the buffers required. The full buffer planting as designed, or an approved equivalent buf%r, must be installed when sites are developed. Trees to be cut in the buffer area must be flagged in the field and approved by staff prior to cutting. 22. A walking trail linking the two cul-de-sacs must be provided. 23. A conservation easement is required over the berm at the rear of lots 5 and 8. Black and white transparent mylars of Sheets #3 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. After mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by 9/9/00. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Walter J. Mealy, Chairman Planning and Zoning, Commission WJM/dlw Enclosure cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control. Fire Marshal Board of Education Messier 8s Associates Aldrich Construction Co., Inc. .�;� I�l, �j `{"(%i�f2 QI �'�dt��� i.t/C✓ZiLdtJ'L 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 AREA CODE :203/644.2511 June 12. 20W Roger W. Talbot, Jr. Hale Realty. IJ C P O. Box 300 Manchester. CT 06040 RE: Constitution Landing Nutmeg Road South SOUTH WINDSOR, C`F Dear.Mr. Talbot The Suuth [Windsor Water Pollution Control Authority, at its regular meeting of June 6, 2(X)0. gave approval for the extension of two existing sewer tines (one approx. 190 feet lung, and the other approx. 192 feet long) at two cul-de-sacs in an industrial subdivision at Nutmeg Road South; as more specifically shown on plans entitled 'Topographic Site Development Platt -'Constitution Landing' - prepared for: Hale Realty, I1-C - Nutmeg Road South, Connecticut Avenue and Charter Oak Way - South Windsor. Connecticut" prepared by Messier & Associates, Inc., Putnam and Manchester, CT, Project No. 99-129. Sheet No. 5 of 8 dated 01100, revised 01126100. 03109/00, 05/01/00. and 05117/00, with the understanding that if there arc any changes the applicant will need to return for WPCA approval, and subject to the following conditions: 1. Technical approval of the Town Engineering Departrwrit. ?. Final Authority approval and acceptance of the sanitary wwmgc cotuiectton will be given once the sewer line has been installed and inspected by the Town staff. and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans Previously approved by the Authority. and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction 3. This approval letter most be superimposed on the final approval plans. Very truly yours. z Z - --- - nus 1n ssJ 1. chairIIlan Water ollution Control Authority "WE cc,. Matthew Galligan, Town Manager Michael J_ Gxantici , Director of Public Works Jerry lazzctta, Towu Fngineer Marcia Banacb, Director of Planning John Coltins. Chief Building inspector Raymond Nelson, Jr.. Messier & Associates 4ow" ar' " ltwAn Cif` a/&Uf4U$ • 1640 SULLIVAN AVEMUl: • AOUTH WiNOMM. CONN. 06074 o{ ARREA 0009 OW r 6"-M11 October 10, 2000 Mr. Roger Talbot Hale Realty, LLC P.O. Box 300 Mabcheater, CT 06N5-0300 Re: Appl 00-03P, Constitution Landing Conservation Easement Dear Mr. Talbot, The Planning and Zoning Commission, at its September 19, 2000, voted to approve with conditions your request for nwdificittion to the conwvatdon casement at lot 8 for the above -referenced application. The Convnission agreed to the elimination of I60+feet of the southernmost portion of 'lbe easement on lot S. i'de new length of the casement is approximately 575 feet. Sincerely, Walter J. Mealy, Chatrmaa Plannuog and Zoning Commission WJM/dlw cc: Jim Aldrich, Aldrich ConstniWon RaymoW Nelson, Mesttie:r & Associates Nl�" )9?Z C// SOCW CIRCLE BU/LDY4V ASS/V. AIO: ASSf3YORS A41P 60 L & N& �iICE IOWE : I FRE7MC11 CIRCLE A WALK/NC TRAIL LINKING 711E PETER G & D. PE1FR ✓. TWR L. ALLAN F. E. Q�1N/EL L. PFAU .ISSN. /rldG: 7W CUL -af Sgcs L -"; BE PAML IANE : A ZO NKh' X AVZO A4 #?RYAT A,SSW0AS AW 47 ASSESS �l1PS' A4tP 60 THE ACIZl4L LOC4770,V AND AM NG OF ,W,C MoVZ SAWL � DETERMINED ASSESSORS AOR 47 ASS'E-Za?S' ML4P 47 ASS fr)SORS A41P 47 LOT 5 T 1 LOT 8 LOT 7 AT THE 77ME GIP• OY.WSM110170N AND / �7• c p�� DQF'IS6 EX LOT 8 IiO,I 799 / Rg 259 /N AOL^ORaM CE WN WF l/O/. 1.10 / Pg. 578 IVO/. 99�/ Pg. 155 lea✓. >16 / Pg. A98 1/b✓. 9.�6 � lr SGYGl11L'W � VGIi�»i�/"1t.. NC�TE� PAY£A/E7VT ACIZ64L Ti�IACY'rQ4PHY N M©N. N 65'-30' -53" W N v(iWN N: �!• IY47YLEEA/ E. WAN 711A9 M4P A�4S' PA MPAREO 70 ADW7 )RE OF 711 S s 2_;' z,'-,2 W 1 124.55' lr N/F AS:SWOAS A41P 47 O S 23'- 31'-t 2' W O S 23'- 31 -, 2' W NI,- "N P. Jr e!• 6i�iP6Z4RA LAPENTA ANURA LOT 5 f 1P7Y ?/IDS Gl�l/P1'LED f1R.'il/ L/A//TFD RLZY�41� k vxn; f7EZ0 i 22 .00' (TOTAL ?8.1't') 550.00' 353.12 A��SESS'OYQS' Alr�iP '!<7 M4lP 47 lib✓. 272 .�16 AM-S7n47XW L�LZD.S; ANPS'AND 07HER SOURCES: IT 4 /N 7hF agNOV S.00' _ _ - - -- - - 700V Cr SO(JTI�/ #fNOSCW MIWRY C"EN MYANEC LOT 7 25 R. l: 25 R Y. ASSZ350PS' A41P 47 A�SSESS6W9 A41P 47 LOT 9 / E�x7E�i P /N Y� F PUrPI�Y FC,�P 1h�E ME LOT 1,� LOT 11 / 2 ASSESSORS �L4P 60 j � � � � .3C5Z / � 174 VO/. 10?6 99 LOT 10 Ka 122 / Pg 2.i9 1'b✓. �'155 / I LO7s OwFta /rrV 70A cL.4ss' A 2 surer h 3 f /���� _� 1 ?. , AM70FE WT ,CS' A140E• 70 AMPS DV7)MM 7iUPK<,E ME RL�WMIKSKW PLAN, 10 cc o LOT 2 / E4SE1EN7 137.44'-58'-58" W n...... T 002.90j y.. S t9'-58' -58" J 00 r�l tv� `-lj N 19'-58'-58' E �/!rL/r SPACEJ N 70'-O7 =02" W _ 75 PAMWI Y CK hG R OAV ✓FMV AMfMMV 8' SON A rD P49PS hW, ^/�- � o, a h << s4o.o.G' SO&W #NZWR,, 6M MEC7007 (5•(9-J",� PALA/� MO RU.SS'O LAND Q440 Al 6W#W I I N�I �; I LOT 1 " � LOT AREA = ��� s 9 (T° A� f.. 15 84R 7P xwro Rg4q I 1 :. { "1�1 t`� T©TA1 _ 430.34 343,(�5 - BL�7ELB WNNEC7K'UT 24V-2775 .SMILE 1 -100' a4TF8-7-86 ZANE : I "� LOT AREA - " 0 2.2- 95.t Ac. ,E, _ _ - _ . r N' 65 30'-�3" W -Wff7 21ANOJ 3 a- 4 M7 A- ") ( - >00165.t S.F. `� / •- _ Iy eL CLASS A? SURf2�"Y lNLLNA/ R. 1 j r 73� - " E PALM LS. k;: } TO#W 6F S� AWN195 f [L i 1.2882.t Ac. z - _,a s f9 5B =58" N� N 65 -4B' 36" W 56,116E S.F. N 23•-31'-12" E �S 19'-58=58" W / B" �1" :.:•::.. 5750 AL t96' :.. O I / 47I69' // :.. S f4'-5R=�. /5' {TA776W 560.15' 23685' /�SSE35�ORS' A41P 47 1'5MEVUEA-•3 70 THEGRQ'AR MM 6F OOPOFAMS 5Va4hF BELLES i 35' f Y 100.00' S 16•-24 -_u E / r....,,.:. 75' Pl4q°bS r °a I LOT 4 1 J4513' s 19-sB'-5B"W 34254' f1Ral/ 3NEyT 34.E UA/, GNPYl4Ab -------------------- s 2� _�� _�z_w===----- -- / 25 R Y , �,,,,� _ ry n s 7O•-Of =O2" E w W. �o sm� saw LX W PA99MED FM PAUL & 1W NU7a/EC 84 / Po mnuQs�v rr -�-T 1 /r74iR'X�f^f17 .� � •� ..� A -MON h �- 481. J9' ----- ----- \�,, \S 24•-.52=42"W E4 tW ' U 25.ov' 50' BUFFDF FRt'al/ ° 86-142, a47F OI;'T., 1Si8$ �ANOJ 10/10/88, .Sy J - - �30.00' /.�%L%i/T�iL zLiNE z 200.00' 251 32' i O o = 259'-54'-23" / " AV, 11M aLI 7GW Rl�40 (R7Z: .i0% S W #WMW,, CT, OW7f AND --- N 23' 31' 12" E r R = 72.00' / 75.13' O EASE�1lENT� N 66•--28'-48" w J8.95' 7 T= 85.95' / i 0 •i O N 64.00' s 23'-31 =12" {Y La = 326.61' 7PETUi/ AA1P PYAIN I°14�}�A/P�c17 fL7�P f7PE7Y Sairi1L CIyPCLE RMRT 0.. & ✓UDY ANN H/LL 9 l55g Lc = 1 10.39' , z bV&ZYM; A.5-r 47KW AM, 6Vi27Plti " h%;'1M14Y, SYX M /1x AMW EX. 8 P�40PoSED N 244630'44"E CMINEOTK� .ZaT 2, Y, "hp 9.- 714, a47L' 2-1B-.OK .Sr4LE 1 Chrd. Brng. _ /�, �,4/Nq�-i4/ti/D A NALK/Ms 7R4/L LINKING THE ASSESS•GYQS' A41P 47 N 26•-3,'-37" w LOT 1 ZOWE : A 20 /MO'Y : 100 FT., LLF.�(^IA1 S, AV, .SZx/W I%NLt M �I CONNECT/CUT A l/ENUE 1 � SMALF - Ass 717/E AC7Z4W LOC471M AND Frl7Y/17AV _ AL4/M271G4M:E EASEME7VT 7N?� CUL DE -SAES Sfi�4LL BE P�4ONL�"D. 712 - - - - - -- - - - - - --- I�bI/. "-9 / Pb 68 - I f ('PRESENT NAMES / ` , LOT 5 O 0 - - - - RIM07S 6F nA' rOANV aF SnYM #MZW A4V 70 fifMA Y // /N FA�GW OF LOT 5 OF THE IRM SOV4LL BE bf7ERMINED ���� ��� �� �� A� �� '� >� ��� t OW7D LOT AT Tf/E ME OF Gl�YVS7RL/C71faN AND ANY AF ANGL': 1r T.4L_ SOT LA/I/E 1 LOT AREA = /N AMORLWOF N77H 77YE N 24•-17'-44" E b� ' ARE BSSED GW ME Rj9rD&-AC D '�'741P aC ME /PEW9MIIX-9 M c 4, ; ('PROPOSED N4AlE) R...�861% Ac. AC MSEAI�� N 65 -07 = JB ` PYAN PREPARED BY PALA/6�RG' et RY/SW LAND S!/RLOMS ct 25' STREET TREE N 5 2-3-31'-12" W �� LOT o TOTAL = 86.42' 0"MSER.S 15 Mf&R c WD Rl�40 d�GiG�I/r&W EASEMENT TO BE 4.50' 408, 857t S.F. EASEAIEN O3 99 ' ` , ZANE : I GYWNEZ7KY/1"' AND REM? >n 1NE GL'WNEC7%CUT LOYK47F !ir4Y0 S75'7FA/ OR4NMO TO THE iYATHLEEN T. RYAN 0 = 79'-54'-23" \ TOWN OF SOUTH A,�' OA!F M4P R = 25.00' LOT AREA = z A = 04'-45'-47" V WNOSOR LOT 12 La=20.94' 7.2061E AC. � S 6608.99 1B" E _ 25 cn / � R = 1000 � N� LYKi'PL�G1i4%�3" ARE B4.SED aM A/G�' a47UA/. Vo,/. 4�12 / P� ?29 rn Lc = 32.11' .�13,90(0�' S.F. i �' �' ` LOT 8 �� = 2�" GLWNECT)r-11T APfW/Ar ASS1A^-AdTE5 LLC THIS P1f�ERIY /S sU c oRT0 � RED � BUT � v IWONlIMENT & PI�OPERr�- CORN£/- POIINT COOr/i D/NA7Z-5 POINT NORTHING E�4517N6 1 I736M.. 07 189796. 68 2 17264�5 00 189296.19 .T 173559. 7• 7 188090.21 4 I73679.16 18850.T 16 5 774U52 82 1889t 42 5 174692.. 47 190246.89 7 I7426J90 189787. 66 8 174 Jtf2 57 189738.36 9 174J75 91 189767. 09 173125.2,Y 188749.91 17T015 02 1887 T-T 75 I7 O20 99 188702.25 Chrd. Brng. = r. I Lc = 2.08" 6i/E T 7i7 M1!'AND ALL FASEA/E71/1$ L2�LE7WNT3; 65'-07'-18' E / f o? 63'--28' 23" E 69406 / O L = 259'-53'-24" Chrd. Brng. _ ASSESSOAS AW 47 AM3'7%P1E'7/ A6 AMD/GYP R1GrWY AS 6F AFr RD MEY AN)'APRMR AV016 ' F' ASSESSORS MR 50 � S 6 LOT AREA = T = 85.97' S 61 -33 =15" W � LOT 2 AT T��� /�� � � �� ��' � �- ASSESSORS MR 60 (-BO!/NW,- ZY7W,-N LOT .! P �; 9. 6634.t Ac La = 32s.s�' � � j w "4 / �• 129 uND � N m / n r ifn ASSESSORS LOTS 60-9 % �� �9n O d 1 nL C /r i - i l n dn' d i - L. V/ / C/ & 60-10 - FOKLOWS / \ \N 65'-u" - la `r * p T� V, ✓ T , i v., . -c - , • .- -- a � 1 � _ , � - 1 i ' - 4 " �/� �/j� /Qi�%�„ A/VO 121 C(aNNECTJLYIT \ / N 65'-07 - /8' W s g = \ THE > /,S; GLWL:YIIE'MCS, E.�SEA/ AGS A/ AVENUE AS,SAC�4TE,15• �} OF FORA/ER NElf�ERRY --- -- 60377' sr �+ Chrd. Brn . R = 25.00' • D) r`• ss663' ^//F �' /y moo, S 08'-25'-14" W (. �- - z T = 20.68' /PE3'7RVMVT A1R^LLvhw LiEWICKKIlENT Rm5Yi?5, AS' SE% FU' IN /N THE / hG4LE REALTY, LLC 2WaYARA7A W ac 6k9ko �.s soa4RE 64 skw-ss GENiDP • z La = 34.55' � ZoIr GyPS1MIIl4P 60 ° hG4LE STY, LLC s� Lc = 31.87' cLwLU:il//NrUA/» IZIAVDP 7JYE PROW-96 MS a- )NE aWAM A+TEMST l?7L. 1094 P'G: ?>5 s 5B -28 =32" Chrd. Brng. = ass` 47 AW 7AMVWN 47 2.9.E As A,�E MD. a4nv �.9 218 / 176.00' N 81' -13' -51 " W G�1N7i/ERSH/P ACT, / COL. 1094 / /°Ys: ?15 LdRA//1l4GE L71/TOH T4��' P/' 1 Gi'ZEa/6�7P 9,1.9M KXUA/E 5f6/pAGE 1, AS' A�f/ AMV BY INC "Mr 25' R. Y. / 191,57' CUL GL� S4C AND MIMAM0WCE s 65-O7'-!B" EO N 24' -52'-42" E � � o = 00•-41'-45" AA/ENG71�lENT Tl� T7� Dl�6LARA7XW, L341ZD L6WLHRY 11, 1989, I�G7CLA1/E L- 397.G9' E/45EA�E/i/T - /' " R = 396.00' S�9/P/�GE '� 115..50' Sg• Ta I�eFdjrrZ B 0 = 00'-45'--05"S 3J•-31-28" E ? T = 2,40' 25, STREET TREE N 23'-i t'-04" E S 65'-07' 18" E- pp' N 58'-28'-32" E\ R = 396.00'10' GYMS Q -= � -- _- ao 5.. 00' �8 \ La = 4.81 ' T = 2.60' EASEA/ENT TO 8E • AN F MMr /N FAPOW OF 7NE LLWNECACUr MWff .WD RJR CO. IOWE : I EA ` `7yT fi 108-56' " S 14'-59'-52" W S 31'-3J -2B" E �2 100.00' r�}� Lc = 4.81' I - 1 ' GRANTED TO I F F6W Riff MAC; C.4S AW 1� S RMe /NS7AUAMW ANO 25 Y S 24'-S =42 W - _ 300D' / ` g = c = 5.19' MV#MN4 K4 a47 D MKII 26,19TO KZZIAIE 1J6�AC£ 222,- /� 517 N 66 _-48'-56' W ' S 14'-59' .52" W 28039'� F / Chrd. Brng. `a 5 9 TOWN OF SOUTH fMG� 1666 A� 20.00" 354B1 i5985' ` �5`- S 58'-49'-30" W W/NOSOR ' N 23' 1 t' 04" E S 2.4'-52'-42" W N 58'-2B =32" E - I / I Chrd. Brng. = EASEA/ENT IMlfif2SL7P (,y{p - r- �35 F. Y. - - ► J7600' tiE I N 58'-os'-o5" E • A SE7iZ�R Ei1SEA/ENT AV FAi'taP a�" IhE 7?7wN aF SYaUA'/ M7MDS�P, /FlcCY.K3�SJ 100.00'i 28.35 - y _ -_ _ N 65•-07 =1B' W �i 8. >� �� L347F0 L�EZ^EM6�'7P 1B 1970 l�X UA/E l.3f/PAGE �87 '�"s z s oi ( \/ N 3i'-31'-38" W P.4Rl^EL %4 °�2 S7Jq(/C7URE \ \` ��\�. 64.00' N Exrsn) ,O O Q ; N 31.07 a /�� i N 17 8664 6 (NO D/SK% • /1�7Y E'Wd"V 7 ZZ?%O E 4XWPAW,, a47FD ✓LINE 8, 1981, YG 6W 00 S E/�SE 1VT _ N 24'--52 -42 E O �- E t 88664.6E A REAL ESTA7F Gi�7�f 6FWlNT' EiISE� &W IN r,4kC P ate' IW SYX/1?�L�741'V OSOAFY ASS'OL''NT£S c!' � (mv- pmj ` 25 R. Y. Y '` o GRADING AND DR411W4 F; ■ 11M�lI'Y)' / �4R1Y cn S 2. 1-52'-42" W - - EASEMENT AND UNRESIR/CTED ygyL %/CUT 299/RA(E �50,' - I / , \ 25 R. y. � a R1^/fT TO L7R4/N AND A[4/NTA/N G' - r m a� �roi vrFn m n muav / �_ _ 26 23' . , , r" • A /mac /�Yrc,7A�w�nvw ci ct�vs�/r /.v-irno nc ruc nr� uxrn�irr i vsrr _ O/I�NE JOG. DO • - ,VI• ../l.J�(.I.If./II - I-V/ l 1 I//L- VV, I/�LV//VV/ LJV/// P 6O m / I 120.02' -- N 24-51'-47" LV/ V l a OF St2L/7JY WIN OR V �� �`�`�� Q 1 A86, 1?X LAI/E �C59 , --- �� s 24-52'-42" W Q / A �� NU� AND RFR CO., L34TF0 G�71A9ER 9, /PAGE 11 LOT SZ41 Th/� Lit U , 30.00' EASEMENr Y. b w 4 = �� ao ¢ " LOT AREA = / 5 i I 2O' cLer FASEA/E7VT Q e o • A VAR 4WI FW ZK7-fZa0A6VE" LOT AREA C60W7AMW 6 4AWED BY lam. 596 / PG. 59.E 1O ' S. LOT 4 1.9786.t Ac �`Q �c- R 30 00' EX VON. 136.56, - I Ln T = 6 39' p14RY' L (EF. l�L. 5>7 I� >�3 PAYFA/ENT ENO D/SKJ THE 11?N7V G!F SG�U1hr N7NGZs6iP IGW/Mi dgb40 a{ APPEALS, a47FD l�i1C. 712/PG. 51 Q ,6 _25'-12 E ' '; ""LOT AREA - "^I j0 ar La = 125.49' 86,188.t S.F.�s 6516&161B"Ei '� LAND RECGi4QS�� / N 'G=15'-3i'-32" r�4AU,�UPY9, 1St87, {ZXUAIE f65/PAGE >09, ` �iFER N: TAL6�T .Sr. N �i Sri i o I Lc = 124.80' 25' S> T �� 96' S , R=62 71 • ,yV EZECIRIC LalS7RIBU7XW EASgyQyT AV FAl?iYP OF 7fIE GYWNEZ7ICUT >014 / PG. 2.�8 P.4F�C,�L 1 ' N 0.93E Ac. n " Chrd Brn . F/ENT m �. p0 ( ,gyp T- 62.71 9 = N 24•-5 42" E 406963t S.F. `° "Q"'�D > 5' -,� ti 65-��-1B"W . A Z s 26'-32 -39 " W f ,H 3o oO La = 1 24.65 LA�'YT AND R9NER 6� MIED OF AMW ,3 1987, ;IVV & E 509 AGE LOT AREA s N/F � 10 ti 00 28027' LOT 9?5tz4 T//i4V616'H N L 1 h4U/A1ERl1/ILL PAPER CO.`� � S4N�Y SE20' S 1 1 " S !6'-25'-J2" W ' F Y �gSE,4/ENT � LOT � "' / :'b✓. 69.E / P� 1.�5 � t 24.27 f77, AND GOVflS�"L7�t^ � L347ID 1�WLGIRY 21. 1Q99, KXUA/E 65,6�i6 f S.F. W 6 2s 2 W 11350' 35 ; , / chrd. Bmg. .��%?.! Ac. ASSESSORS M 400 60 � E0.SEXWENT - lOOc�0 � �� -- � � M Dt + / � N 50' 42'-49" .. LOT 16 ' >- I c� t EMENTQ �/- "�- �����. LOT AREA = �' / LOT AREA s • M1 ELEMRr L 7h*V 1AW EASLVA91T /N FAY R at- THE GL'iMNEC716'UT -- - P ✓" lam- rr- - - - r..�+ Q `��w 1. J7945 Ac \J ip s 65 -07' 1B" E T 242, .3' S.F. i� ` L1= %6'-29'- ld " LMHT AND AMER CWRAM, a47ID 4 OadS R .% 1987, PIMIME �EAs�i N 35' F. Y --'� '�- 50 oa' O M N- - 60, 067� S.F. Ij 265B7 - 5..57541 i AC. ?1 \ � � ter- 81� 517 AGE 166; FAILiP Gi'r 150.00' Q C/� CLc�P �� L©= J39.S6 )w R)ww L •77'r t 6' - T/„ (% 5 N 02'-36' --03" W Lc=139.08 • A G4S La(S'1R/B!'ITX.iM E.CSEi/ENT /N FAl�GY4 Gr THE 6LWNECIK'UT L�fGJS/T S?;Y/7f/ w11CiSt�P /TT , % % N - CL&P ^/v - (,j TT 300.00 / v 100.18' % Chrr1 Bmg. = MID ROM2R OL'1f/P/WY, a4)ZV LCCE bff J,, 1987, KXUA/E 517 AGE 12" E E'� 4 ti ham' !l�'T,Ll� ��•. i I Exrsnn� /' S SO -13 "-59 " :f _ 1� 16' 25 - / o ►, \ I { C1 BY/fL0/�14^ Th4S PyPYii°�7PIY /S LA^.r4TFD GY/13 6r 1NE 1Gi7-YEAR FLGI�i fA4L4/40 '!1 I /Y f r,_: 5 11'_E \ o = 16'-06'-31 ' �� WAl ArAVY liLit%PAi�Y 15' Mc am0 100.00' R = 330.00' 1 ti � " Q-42'-1L. _ s 24•-52'-42' A4� 47 AREA AS S)',1�li9V G1V f/W �fZGGYT AkS'URM4;E R47F ANPJ FM THE 70 W G4S FAS VT T = 46.70' 20.00' 12000' - I LOT 1 OF •�%ly N,' RAV& 7 OF 9, OL'lI�/1WZW9Y--PANEL NUMArR 0900JS ( " KX 136 /1l1 '' N 1 s'-25'-12" E La = 92.78' �5 /o - ./" 3v' - 25' /4' Y. I A'i %7 4 EFFFCnW af)F' ANY 1, /",- U.S• MPARAVEW a- fit' MMi Lc = 92 47' W 423 / Pa. Im y-rr 1 3 1,N R = 25, 00' o L z o = 208' Lc = 208' i 0 = 00'--45'--05" R = 396.00' T = 2.60' La =- 5.19' Lc = 5.i9' Chrd. Brng. - CL&P N 58' --06' -05" E FbLE (�} stir Ii \ R = 396.00' 1 T = 2.40' La 4.81' ,.c 4 81' Chrd. Brng. S 58'-49'-30" q. "TAll "B " MOT 70 MALE l SOUTH jYINDSOR LAND RECORDS Ii'ECE%l��D FOR 1rR20RD%/VG:• TOKN CLERK DATE 71&z- 40/0 No. APPROPED BY THE SOUTH WINOSOR PLANNING AND ZONING COA/hVISS/ON.• CHAIRMAN DATE M The!' M37 ac A/Y A?oV#ZZnZ- AW AEZAg• )W ANP dS• SZ967AN7J' U r 6*M67 AS WW /,EJW W AM 7;W •SZ*%EY AAD M4F 1AU a99V )9fl' %%V N ACC M11N .A''O'lh A S 1 7fiW s'!?-.3 ' -1!7 Or ME Ar6W7X'iW ac 621K!'"CIAWT STATEAG 3' - 2~W Sr44fWWcW Y#%E]� S AW Af4PS N AC STATE a'' 6l;ifWc7A%lrAs EWX'#?. D 8Y;W 0*VvWTA%lrASS"&W ac MW •QW%fXM AV /T GCS' A AMMM W RAN BCC aV A AS9MVA VT k £Y GL'IrNLZMA V M 1A2WV T& ACCU' 4CY LY. " A-?. (sue AVW AENzW) SIGWULI� 12 LA,'E &r A@MV? /� Tfi7£ M�4Y AEPi4/PIX/ENT Chrd. Brng. _ �P S 24'-52'-42" ry AND wrzaW 4ori -Lur /E7VT, FFGL'7PAL /IICS!/RAhL'EACE71�'Y. N/r .S%F CO. N/F N 2.4'-28'-27" E ' 459.2?' O Tf>/E A41Y L�17°ARTA/ENT .��ti�5'ORS' M41P 60 SN?�C /NI2r5TM/ENT CO. � -�- �.� � = f. IO S. Y. 1 (5v ; IOWE . I s� LOT 10 ASSE�sOt�PS' MlgP eiO ; 'V 779 ` - - ASSESSORS AW 60 � PoS5/BLE OOA/NEC710V CHl4RGE OR 07MR MDiVETAIPY C/i4Ar,E �A�i'S AMP 60 LOT 19 / O , .' �s o2 - 36 G �., L07.9 I /S &C IV THE YE7JPPY/TAN DISTRICT /N AN A&WNT LOT 21 z lorAL t 20 5-i' 84MV MOM PRI�YAILINL^ R47£S /N CT AT THE 77ME LOT 9 OF /SS'L64NOE OF 7NE HOUSE CONN, 16W PERPM/T. ZONE : I NUTA/E6 6B 9 �' r =00 ACOU/ST�ON CO1� ,c o � � E,r � 1 � w LOT ARLr4 IQI ASSSORS M%4P 60 MON. .�.SJ.30f Ac N 25-16'-58" W o t -5 42'-16�`,Y , 154f 767i S.F. 69.11' c = 45 -- R = sz.s�' LOT 17 �l ; ;<ovo _ �� oa»ocory n1A ell c. weep 4�•w.�r._ ■ r - ✓✓✓. uu / I /' V T J5026' Lc = 277.12' % O aeamED 20, ASSESSORS AdAP 60 L Lc 2776 za 5' Chrd. Brng. _ / / �^ �,y� hV s J4 -2! - W LOT 10 '` f�I�LE REAL IY LLC• OSPREY ASSOICL4TE5• R 7Y // k , /iW C R15.4L , LLC chrd Bing. = N 57 - 21 - , 9" E . , FAQ? OF THE 60.00 3, .6B' GE• R004 R W. TALBOT, SR. 275 MW STATE RaW 70#2V OF SCV/7H E � =�4' 2 , 70 275 NEW STATE /4' 4L7 P.O. sox J00 CLAP 7v 77,L'- 79ww or P. 0. BOX . A"WhIlESTER, Cr 06040 �'' AUST/N ✓. ct A l! STACA' R = 330.00' 3 :'' t 3 ! A44i1/CHESTFR, CT 06040 T = 30-13' ,, ti , >;�; 316.92' La = 60.09' / %O S N t4•-33•-21" �G1�S A41P 4t6 TELEPHONE �860� 6f7-9798 Lc = 60.01' M&W 6F Ar,Y LOT 18 TIA/OTHY FOiG4RTY FONT IN W. 109,E / P9 149 310-C10 NUT�Ec Rrr�o S01/7W ZONE . • I Chrd. Brng. = p 2 SOUTH NlNOSOR CT 06074 N 87•-23'-54" E N/F I A FAQ E tWl' A64)' AfPAoPTA/ENT w �t SOUTH #7#aS64 1 Ste -CO. �`� EASa.ENT(Z) COPYRIGHT ®1999 T = 330.00' LOT 18(UPMESS/ER & ASSOC14=,, INC. p = 19•-29'--2J" La=375.38' �r STORAl ATER /yam GRAPHIC SCALE SURWMRS - ENGINEERS 4 = 350.00' 7 A / T = 60 !!' Lc = 75.22' DETENTION AREA AAM-LAY //tiL': THESE DR4W/NGS ARE THE PROPERTY OF THE ENG/NEERI Lo = ! J9 06' Chrd. Brng. _ , / Or A��,I _ �L M�1'IP �6 C 200 • 00 SURVDVR AND HAVE BEEN PREPARED SPEC/FKALLY FOR L /Y/fE THE O# VER FOR THIS PRLUECT AT THIS SJTE, AND ARE L c = 118 48 ' S 80' -50' -- 28" E % 1.9505E Ac. LOT 17 MOT TO BE USED FR ANY OTHER PURPOSE, LOCAT/ON• Chrd dmg. _ o Z OR OWNER WITHOUT WRITfEN CONSENT OF THE ENGINEER/ 84 96,�f S.F. � l/a/ "7 / � 17,E ,� .30�0 NO p CLAR4T/ON /S EXPRESSED OR IMPLIED UNLESS THIS N/` / / o N I (FEET) PLAN SEARS THE EM50SS6D AND/OR PPROFESS/ON41 EENCINE R WHOSE SION4TUR RVEYOR LOT 5 LOT 6 0 = 3s•-53'--J4- » » / � �i LOT I S !6'-25 12' W " PROPOSED M' �T = 11 T. f4 ' A_LYNJ OE CORK PAR�'EL C �, � N APPEARS HEREON •S lti 25'-12 " W j 14.24 SANITARY SEWER L o = 2J9.22 " - - - - - - - S 16-25'-12" W . 1 EASEA1ENT M:4P 59 O / 25 : ^ ' - ' " MESSIER & ASSOCIATES , Inc. 1 01-26-00 ADO 54SC400493,- REVISE LOT 9 & DETEAMN 2297-� _ • Lc = 215.66' SURVEYORS - ENGINEERS EASEA/ENT@j Chrd. Bmg = LOT /R - 200.Ot'' / AREA' ADD N07 ADD GYXJRDIIYATES - / % S 53-51 ' -12 " W 7-= 45 88 ' ' 2 a3-2B-A'! Gi7iPRECT 6k�UNLYWY L/NE Q4TA L075' 8 c4. 9,• AOD EO �Lq = 902 "Lc,= 8944 �` OWNERS AN4MES ADD EXISTING STRUC7URES at d-• �i6-25 chrd Bm MANCHESTER, CT. (860) 646-6013 9• _ FASEMEiV73 S 731-34-_48E A'/ J/721 R = 200.00' N 87-13=05" bY" i 3 05-01-G17 RZWSE CUES -DE -SAC,' REVISE & ADD E.4SEA/EN7S- UTti1E / / i PUTNAM, CT. (860) 928-1 171 20 04 l T = 200.68' // 1/1/� REfiISE LEGEND, REVISE CGYJRGY/K4TES TABLE N 16' 25' I2"E( / S 71'--47=49"W La = 314.84' - ---- /1////�1/ // 1/.-` DI AN�K111W - cl ID�/w - ncclr-nl nnnlcT�l I(NTlnnl 05-17-00 ADD/A/OD/fYNOTESAND EASEA/ENTS !n = 16•-06'-3J" • Lc = 283.32' / / I L-niviviivv JVI\V L I - VLJIVIV - VVIVJ I f\Vl� I IVIV L- E Gf NI) 2000' J��� ) r /� 66 58' /J S 06-12-00 AOD A/OOVY EASEX/EN73' & SE784CKS PER P,&Z.0 l2 " E - C f 4 = 49'-39'-13� 9 0 \ ' / / �. � EX AMR-90 AL 6)2%ZV7A%,.S• " At =- O MAar D h'~340 ?sA4 �fE R = 33000' Chrd. Brn . 100.00' T = 4670' R = 33000' O N 60'-36'-20" E /� MON. • E:XISTINu IRON PIN Lc = 9247 to = 285.98' •y,.,� CLcCrP Chrd! Bmg = Lc = 277.12' O PRNEVIrr CORNERS & IRON PINS TD BE SET N 24'-28'-27" E�1 Chrd Bmg. = O N 57-<'1'-19"E _7t'-47'-49_ W25-41 - ■ EXISTING .MONUMENT iLLwAr R = 330.00' sPXr MONUMENT TO BE SET S.st1YITAIVY Sh'��R �f1S���1VT T = '� 42 N 15•-42 -1O' E N Lo = 2683' %0#lV ac SO&M WNVSaf $ UTILITY POLE 'T.IIL 21 " LC = 25..82' 37.72' ' » ..,_ Chrd f�mn SLr4LE' 1 =1(X/ N B4'-30 =39" E� 84SIN /1J 12 MONUMENT NUMBER ASSE5'S'OA57 AW 46,1 LOT 16 1-10-00 AArKiFY OMWW EASEA/ENT 6)11A4,'L!' /FL'J40 N00F AV TAZE MOLX 447F . OB 99 SCALE : 1 =100 )CT HALF REALTY, LLC - LWOW : - ,a4S - ,�I� CHECK : Rev NUTYEG ROAD SOUT11CONNZCT/CIJT AI/ENUE �,� L S) Va7 J 4F 8 - AMO 7-ALBOT ZANZ- N PRWECr Alb 99-129 SOUTH f'Y/NOSOR, CONNECT/CUT PLM/ A(a 99-092 TLY.NIP fxE _ .99-092-1.ONC) -- RE SUBDIVISION PLAN tf "CON,S'TITUTION LANDING " PREPARED FOR • J � E.YES77Nc EZx'E O' - N ArRE7N;' SYICNL C/ArW BYALGl1AV A4,SYvV /A or AS•:=ORS AMP 60 LOT 8 ;W 799 / Pg 259 EX/STING EDGE OF P.4liEMENT (FORMER NEWL9ERRY ROAD) zl ■ ON 2T-5�- 12" h 77 J u \ 259 S7RE2�T I � I . I o `�� LOT ► LOT A4h'EA = \ MSFA/V77 \\\ •� cRI V LIDcTiFF CN L OT AREA - jN1H 22995A.BE \ 70M)/ 2882.t Ac. /. U 100,1651 S. F \ , 16Lo f z o O ! 7 It N 23-3''-12\ " E -- too.00' - 78 -------481. 19 - ■NON.----------- \\ S 2.7•-Jl- -11 " W ------------------------r--- 200.00' N 23'-31:--12" E Q 251.32' N 23'-31 --12 E / S /XT S f SIN/TARY SEM7P'8 38. O xv 19 AVP y6 ■ o = 90•-00'-00.. I sTR�ET �� E� R = 25:00: ,% 2 CONNECT/CUT Al/ENUE La = 39.27' i (PRESENT /VAME) 'r 1 7 Lc = 35.36' % Chrd. Brng. _ /ALBOT LANZ- N 68' -31 --22" E (PROPOSED NAAIE) S 23' -31' 12" W N/l 4.50' 1107VE" T. RYAN ASSESSORS AM4P 60 �xfsTIrVc LOT 12 ;BUILIJING`; vo/. 412/pg. 229 i iao N 121 6WNEC7A'G'LIT AkENUE AS5'OCl47ES A4SSE3SORS AAP 60 LOT 11 W. 829 / Pg 218 CPA "7 A N141- GSgWY AZOMMS & 7A/ 7W FLiarMY _ N /AVOL'/7I SVOW OAVLE 9!//LLVAV A &W. /W ASSE-5S61RS' AAP 60 LOT 7 Yol. W / Ag 259 ZONE.- T 5F0 u � FATHER N141, A WALK11W^ TR4/L LINKING Tf/E �7P 0 V. PETER ✓. L. ALLAN 11WCF E. L34N/EL Z. A"I MV CUL-GLF-S4CS SHALL AF PROWED. NOVIIAWAS A ZZO Ai4AP%r.4T ASSESS/'Ol{PS' AW 47 M1E AC7ZNZ L"716W AND Rt�/1 T7AVG ASSESSORS AW 47 A.S`iF-'WORS A"F 47 ASSES500I A41P 47 LOT 6 OF 1791E TRAIL SHALL SE DE7Z"R IMP ZOWE : A 20 LOT >? LOT 10 LOT .R tlb/ 9.T6 � AT 771E 77A/E OF 6GWS7R110770N AND A/ r-y- N/F IN ACE 1N7H 17IE Y011• 110 / P9. 578 PW. 991 / ACtr 155 va✓. 116 / Pg. 6W S•O/OA0W 8• EDIY4RY1 AI. AC7ZG4L 70AUVRAAW 65' 3 ' Nl N �YWN WI'I. & THLEE"N E. OAt5' M4P 47 j' , 2., "' "NP. ✓r: e�' 8 LAPENTA I7 LOT 5 N A4lRY E4LE7V t*gVogNEC .4 ZZ3YWY AW 47 ;W 272 / P7 J16 lNNQSOR A5YP-;SO�?S' AWI 47 LOT 7 AZZ3 SORS AOR 47 LOT 11 LOT 9 kw.. f026 / Ag. 99 LOT 1.3 va✓. 4 / A� W. .3C5? / Pg. 174 L, x1t'. N 19'-58'-58" E\\\� W. .! \ VQ/. 1?? / Pg. ?.�9 \ N 70•-O7'-G2" W 19'W .00- 137.44' \ /840.00_��S 65'-30=53"E \� / S 19'--58' _ ,_ •-S�• „500 s (TOTAL = 430.34') - --------------------- -- �� I _ „ 1 t-_- 25 / s • � / / / `_„`____ TO AL w-ee--- 2.i7.46'----- - - - " • \ I `- - 76 / N~19'- B'-58" - _ � Je �\ d7 /PiL'L!'II7Z°D f� 1 ; \\ OU91 P A7i>CIf/ A6. I - �--� I , 34254 .i W4 7FW lJIL \ \ 1 I ' AWA INN i d'/ �Z.� _P/PO)g95ED GLa�VSE7?lrATII:W, - - - . #EZL44W go EASE,i/ENr I ;,'f . • » I ► . EX/SMAVG I + q/,�• )w 7.4 1 STAKED GEOT£Xr/LE l ` 2 259'-54'-23" j I �L3PA//u4GE '9�� n i S/LT FENCE 9ARRfER j I� OR4//1G4 ' ` R= 72.00' 1 I I " I wF I T = 85.95' l ' 1 H d7' 7,Y.f.47F17 _ --' r-8!• 'D .-9, I FOR ER05/ON AN l LYT�H I i lili La = 326.61 ' I ti f „ z SEDIMENT CONTROL i i I I I i I i i i I f AW 11 RING' L OT REGR,4D/NG I Lc = 1 10.39' h �b6�Z8�48 W I Chrd. Brng. _ / I I tit •zoi \ I wF. I -91 j (TYP.l I I LOT I IIv 11 1 i /1 / I Vl. ! -es•' / I + I I I I 1 / N 26'-31'-37" W t , \ DAZ4/KAGEAND { I j LOT AREA = I i IiI lip I tl ' l 1 •" U41N7,FAMM,Wi EASEA/ENT / i wr / I i r, I t I. I I I ' I FOR SWAL \ SEE SfIEFT 5 OF 8 17y .r2 fN F 40 ONT[ \ F v F6W CUL DE -SAC MS16W L1 = 79'-54'-23., \\ �\ I \\ fr, •zwo`i R = 25.00' \ \\\ /�� Iz T = 20.94' \ \t I La = 34.87' \ ,76��/ \ t I I (/� / Chrd. Brng. _ N 63'-28'-23" E \ A!' + ""i \\\ A t`1 LOT \\ L/M/l OF I I �\ \� �� OETfRtI/NED� j • I ��8'F/ELO �\ \• �\ K'Erf,INos (TYP.j, � \ � -99 LOT AREA = I \�A�oNiroR�i � 7.2061E Ac. ��� ' I / 4,061 c ,` 31,, 900.E S. F. + ELL l W".+• I W 1 AND K NA ;• / \_>6'� 'l �- I 1w,Fog i ARE( ST'E i I-�i I i ,-' l /' / LOT Si41 Tf,14q/AC,�'1 L) N NIF U ► .. 1014 / ?.w LOT A4REA1 � AY�4A/A/E�PA/ILL PAPER CO. w -x�3f A4a / SOIRS• A41P 60 w 16si�3r6.t SF. LOT 16 �- 20' LMM" p- UPLAND PUCE PLANT CA URI S s 5'--5' O/C fB0 ee REPEAT PLAN7TAL^ PATTERNS EY£RY NOTES. PLAN 50 z=,, trA *W THE NZIAII Or PLANTS IN ,540N REPEI77AC 6AWR 7HE A07Zi L F7EL0 Z004772ACS OF THE RIPARNN ZONE PL44I 6W THE SITE . 60U BE IN AREAS MZE07E0 BY THE amEbEwr TOIHV air 56M w/NPS6W wEM4MOS AGENT AAO 7HE APPLrXNT'S GVW1-7fD #E71AND SCIEAT/ST OP SOIL ZYZW77Sr LLWSULTANT. EACH PLANT IN ANY uPLA, ALA�R Nt7OD fNLiMG1WL [SUP O'' PLAN17M2S SAWLL �' Gi<" THE .54.(YE SPL�C/E� AND Ckt�UPS .9Y4LL BE PLANTED /N A IrARY/AI; PATTERN O'" .sPEc/Es AND G�NN/77/ES GE PLIAOS PLANT GROWS SAL4LL BE -WALED 5-5 PLANT SPECIES (BARE ROOT STOCK. - NOT ON Ciac-'U IN PlANA7Y IE lNYL ItrffE B£ /ifCLC"7F HIGff &I -QV BLUEBERRY NA6rhW11A/ Lt?RYa/6t WV) 7AE E S771W - 77URE /S A WC-67 E6'/SAAI; l6WO#7?V DITCH E6WEDSHEZ7 L£CETA7/YW AS SILKY bV6*Z;W a-?AAW& S' AIIIIIIA/ HIM' BUSH BERRY AFRWA% 7R/LO9UA/ % AGJ4EE7l BY THE 7OIHVS lid 7ZA4(0N, AGENT BLACK ALLOW (S&hr N� AA/D TH£ APPL.i"ANTS Ll?AC57lLTANT THE UrA SPECKLED AL ER (ALNLCS SERRfl 4M) RIIA .tSE � THE RIPARHN ZONE W,44W1WS SECT/ON 1S 70 ALAG1/EW LIIS77/ V #WUJfF A991747 AND c?,W S70AW AWL17ER OU41/7Y EAiFAt4I Z7VT. ,.I, I.9/I • I 7/1• IP- J-I & • ITI� I/1 0•. %,# IP-A I A VT 719 -QD&E SOUTH WINDSOR LAND RECORDS RECE/liEO FOR RECORD/NG.• TOGYN CLE14'K DATE T/ME MAP No. APPA�4'OI/ED BY THE SOUTH GYINDSOR IOZ 4NNING AND ZONING' COMMISSION.• CHAIRMAN LATE 70 THE BEST Cr AIY AW KETit;E ",0 &VIEF MIS AMAP 15 SV9Sr")WLLY 6MffiCT AS• AMED 1119W W ",0 r1WS SURVEY ",0 & P HAS• A9aW )ORDWED IN AC:YAYQA4A{L^E WM SEMONS 20--T"--1 711RU 20-.3GL'18-20 OF THE AMIUMONS CIF' CYWNEZ'MOT STATE AGENCIES' - i/INWIM SMat-PQ5' AVOW SUII'IA£YS MO AMPS IN THE STATE 6IF' CONNMX'ZfT AS 1AMWSED BY 71C CYWEZ7K'UT ASSYICL4Tl('AYV CE LAND SVJRI�7�I'WS, INC A? IS A /MPRY9Y£, Mr Z0C4TK.W-PJ�SZD SUMEY BASED CW A ZEx:XNLLc7VT RZFSUR�£Y CaVIV MIAV 70 HOPIZOAoI .4001IR4CY CLASS•,42 ANO PDRM AZ ACWR40Y T--2. _•� 99 12056 a47F LAZ-*-'E NUM6ER EAS?mENT AV ` FAkW 6F rn 7wrow or Wcw MAICt nft , -T'"YI7//i � 222J N THE M 4,y GfPAR7NFN7' STORE Co. ASSE;SSOW5' A41P 60 LOT 21 GIC CN (CAI /V THE A00W 6F SOWN #fAV-'ZW N/Ar 1WE M W GIEPARTAIENT SrOAF CO. ASSESSORS A44P 60 LOT 20 285.98' I / At//L' ' ■ ��'>, LC == 27/:!2 \ 20' r4'- 54" / Chrd._ Brng. _ \ / NUTMEG / F f? = J5500' N 5T-21'-19" E � � j WISj�%76W 6V .. 1 GENERAL % .r ' 6� �9' i4SSESSORS• AAP 60 NERAL NOTES ,o = f2546" 'L _- '0'_.25'-58" LOT 17 R = 330.00' f5" /Pp° Chrd Bmq. = T = 30.13' L = 13•-05'-17" CLcEP THE EX!Sl!/�t; 7AAL'6WAAHY AS' I69V7ZD 11EIPELW /5 BASED 6W A fIEW SURWY v 26 - i2 39" E La = 60.09' R = 330.00' 7 I99DcVA%oI BY A&c3S'IER at ASSYaWT2A /A1rL': Lc = 60.01' T = 37.86' Chrd. Brng. = La = 75.38' ELEYA716K(F ARE- BASED 6W AMID 29. N 81'--23'-54" E _-I = 75.22' f5' RLp 1 L LOTS AV 7A14Y RE37I6�iN�!WV S U � SZc7nf6ZD BY 711E r010V Or SWAH 1iN W Chrd. Brng. .AL _ \ , SANITARY SZF#ER S.1III AND ARE- S!/6iIE67 70 THEAPPROOV OF THE AI ITFR AcIXLL/TAYW o = 45•-52-56" S 80'-50'-28" E % 5DV)9 U' C AUTfif'i417Y. R = J55.00' ) / Zll` ,awC AV' S44fWY T = 150..267' .S XfW R16W 6F AWJy 71,1E GlEMGi0MW 6F E:40V LOT IN 711iCS RE3UL53a9N.9PV #U REWIA LF A994VW 6F 4 Za = 284.29' `! � EAA5W9W ,*V FWW ac- Lc = 276.75' �� Ian► o s vr/' SAT aFTaLED .97E aFr�za�Nr PLAN BY )W .stwrH �NNasO;W /Ny.4ND #f7r44D AND t. PY.4N/1/AM^ AND ZGW/MG LLiWG// /N AWORLM445E /NTH API"LAL%46EF R7W9V Z6 WA49 Chrd. Bmg. _ ? ANO "ANO #EM 4410S REGUG47A%a THE &9T L1f7220FJI4%T PLAN faV EACH LOT SJSNLL ALSO /M'XUD F 4 L4NLZSY.4PE A'!'M/ AND PR0kZX 6' AW )9W- 7?{ )"V 6F DrZ97;W I7IE MMIY ZWPAR) WlW7 kEM7WA N IN 4CW4B4VaF MM1 -gV76W C.2 OF 6)A4P7D? 4 OF 7W rOANV 6F SW711 S7 AAr CO. #NM W SVhWfZ W RLFGULA7k%& 7w LM/LiSY,rbayYC PA77vw117 /E swL 6E /N L E !; � i✓1� ASSESSORS• AW 60 LY.YK�z' !N7f,1 EX/S7AbG' LM/L�.SOiIf'161+Y,' GW THE f9'?EMal,(SLY GiEYFLG3°ED LOT AV 7X/S' --- _ -- LOT 18 SY qV. A4ZIYNbU& .999E LaE7�ZCV*EW PUA129 A/US'T,&M AI�GVAF6�847F 6 C71l'1115' 70 AY/6iZ9IC /WI7Z7 AND -gFNVF 44I446 • EXISTING IRON PIN AEr A5 A41QE" 70 71iE AMOWA4l'• A4WPS AND A"ACS:• 0 PROPERTY CORNER & IRON PIN TO BE SET 734R1lZLFNTI?1r A'lAN d PACE SiA 9•J6ln 18tG1� STA f0 iJ 18 1 , ,41KDJ 267-0, PRD IY 6rA/. SWN, A5W776WD JETS/ IMFM71CW t S4NN MOMO?S, AV., SOx/7J59 ■ EXISTING M0IVUMEIIT 74 � lNNQS2i14, LL'i14VE"C7.L'YJT (.549-.11�j, PWA499 G & RY.1559� LMD SYA?14<MWS �t a MONUMENT TO BE SET N fs"hL^o v l D"NEFRS; 15 84AELW PJ;i'KO AtW,, 6iY6i'il/FXW,, CaVMEZ'W07,, Sr".- W F AGi� 1S1)l6W CORP > -40' htWZ., 1-4' LZ71r., D47F' 2--5-84 -9&77 1 I WD• j ? G1� .� A6b 6Z ?' ?2 • WETI-ANTI FLAG A,SSiE�SOWS• A44P 59 � 734R11'CE7VTR SO&W MWLW, CT., S4MW AKM /hr-, NEINAW^7LW, Cr., AS-bt'/ILr, S40V • L (MIT OF FIEL B DETERMWE INED TL ANDS LOT 4 /8" S4N/7.%IRY a%4; STA O•!•Gl7 70 STA 8*M5dj PALMAMW & R ZO,, LMV ,SZ4?{�£Yt U ct SEWA )9FCaFZ39CY1lAL 0AA09M 522 GY77TAliE Q4l7YE Aft'740, M00l/lZD, CG3ti41AECTiCUT, SCALF " "=4, ----70---- EXISTING CONTOU = 90' t l'- 39 hR 1 4-16 1 W. ='40, kER.. L747t -,81, SM97 1 6K 1, Mo. 81Q27,• AW R = 200 00' 7T" ANO P14�'•XE P1R�SED 6�WEC7XZoT AYENUB STA 1 *Gib - 6f 01..E SYX/Th1 __ - t 70 }- PROPOSED CONTOUR T = 2314.8' fj Lc = }- -_ /NNZMW, CY.WEC;XW,, A34LM� d hUZV LAND SC/APWXWS & SANITARY SEWETc' MANHOLE 283.32' 2= \ 24"ArP OP A�ZW 15 B4RBER ROW A�1a4 , ba'"fAW, 6YWAMAZT, SZA"ALE II 1'=40; Chrd. Brng. k41 =4; -V&'ZT 1 6F 1, A(a 85157 Da WATER A N 60'-36'-20" E.-) wv G TE 70 7W EXTE7VT f a -I 17,t" -9c Fa/7V S 9T aF.S W FLIP E40V LOT AV 7hK9 HYDRANT VjWL hW12092e47F S7Li4A/W70? A414iIlI4r RM077aS #AOVV A1a" OV S7F SGMtW4aF &KMFS4L OF A?rA9 )rr fA W 7W fiWKS 6F 7W BCDLGYAIMS 70 0 6E C6MGS'17PYACIZD 6W THE LOTS AAV SJ9nT AZ0W FM W )WW PARK/AC AREAS ANO CA TCH BASIN afl7EM14YS G3fRZFC7ID 7t9N14Y4Y! THE EXA WA019 LW.40M&F WZY ES AND AaA61'7VT #E7ZM/DS 6W THE AA�6KV4/NOW47FR LEM D47A F6W 71C AVi.1YWV & L07S #ILL Ar � UTILITY POLE REGIfA6 M SY ThE' 70M1V F6W AREAS #AEW CW--97F hWZ7R47KW AS P1fl2q2SED. - I✓S WATER SE!'VICE 7Aff- SZAfZ7 7MU ALOW AYlJ7WW ARi4D SW/W M41-L Ar /N7DPAl AW W71 hVKEYZCL'YAST 71 US SIREFT TREES n FE AND .9W6VW AIC9S'r B'" COiW ZWr WN -- G GAS SERVICE L1057MV S7AKET 7)FA2 £ 6YM#MN AW Z67M4' •S c W Fi NT AWAS AW a9W7W ON -9W7 J ac- � -- SS SANI TATc'Y SEWER L A TERAL N IAM-LAY /W ++ ASSESSOAtF A41P 46 LOT 17 o vol. "7,1 Pg. 17J wv Y5" Ate S . - f2" 097F,9 MVN CL&P N Tt7M9V GiF' SOUTH /NNLtSOR " SIN/TARr stw "1ST17 W AW7£R &7Fn/T/' W B4.SYN /1J ASSES•SOYPS• A41P 46 / LOT 1 A X"IAOG TR4/L L/NK/N ` 1-W MV CUL -LF -S4CS S)WL dE RROkf aED. 171E A076W L06' I-16N AND A VO)WG 6F 771E TRAIL SHALL hr LilE1 MWINhV AT 771E 77W OF 6O(97RUC770W AND /N ,4C6VRa4NCE 119M 171E A07Z64L T01U6,R4RhlY 70M9V 6F SO 7 H ONOSOIR ASSESSORS AAA 47 LOT 4 W. 84 / P,. JKY ------------------------- I -------------------------- ZGWE :.420 z N A RT Al. & ✓l/DY ANN 11V ASSESSORS AW 47 LOT 3 W 4.92 / Pg. 58 6WS7)?Wr L4MOSO4PE BUFFER IN 7111S AREA AS GOWED CW SHEETS' LB.1 & LB.2 OF 7Hf5F PLANS. SEZECTN£ 01I MNG OF AND /A?ERPLANT/NG lNTH LMSMNG ESURLISHED kFGETAMCIW WHIN THE BUFFER WL SE" REWIRED. THE FULL BUMMER PLANTING AS &-S/GNM,, CW AN A4PPROIA£17 fWMALENT BUFFER, MUST BE INSTALLED WIEN THE INOML71 & S17EN ARE LaEW OPED. Zr1S)71W TREES 70 LSE CUT IN 171E BUFFER ARF4 MUST BE FLAGGED IN THE FLEW AND APPf OkM SY 171E 7009V C'rF SOWN AMOSOR STAFF PAYOR TO CUTTING. \N 24'-17'-44" E ZONE : r L 86.42' N CYWNECMZ17* AWNZ14F A5SOCl4TE"S'• LLC ASSESSORS' AW 47 LOT 2 Kv 824 / Py I" / 4I""A q n ='9' 25 / T .00' Nlr71AAl2S = 20.68' La = 34.55' Lc 31.87' Chrd. Brng. N 81'-13'-51" A = 00-41'-45" TR = 40.' 00' -A = 00'-45'-05" = 2.40 R = 396.00' La = 4.81' T = Lc = 4.8 1' 2.60' Chrd. Brng. = La = 5.19' Lc = 5.19' S 58'-49'-30" W Chrd. Brng. _ Po�E 10"MN/TARY _N 58'-06'- 05" E: ISEWR N 31'-31'--38" W 24 64.00' EX. N. ' f?" AiI AWV ENO D/SKJ T/CUT ..� T'AL � 1 EGt^E OF f5" RcP EX. NON. • _l RAkFAENT (NO D/S/(� _ 26:2_+ ' .f "a \ \ R = 460,00' 1 = 62.71' • Lo _ 124.65' `• Lc -= 124.27' Chrd. Brng. _ .� Qa N 50'-42'-49" E • /R N: rAcrASUM, o R= 485 00 ' S AW W T=70.26 � Lo=139.5E LOT 9-?" A#704 V N Lc=13908 w IJ5 Bmg = - (Or A4V - S 50'- I-T =59 " W 55164f Ac. WA?" SF. N14- MAX CODE lokmv01G0902 CONSnTU77ON LAND1NO SOUTH WMOSOR IVSSI" CMNEM6W CIiMM- 6W OMER 401TARY OMRYE IS OW /O M/E ME7RVA9Z/TAN ZYS7117ifG7J /N AN AMOUNT BASED UPbW PREVAILING R47ES IN D9W r AT )W 17W OF /S.SG 4Wl' OF 171E hV&SE 6MNEC77ON PERMIT. A VAI REAL 1Y COMPANY PROPERTY OMMS•- AS:SE3S6{PS• AAP 47 LOT 1 AYALE REW TY, LLC,• OSPREY ASSOC647ES; Vol 42.E / Pg. 298 Jf AMCR W TALBOT SR R/GA'/I 7V GWi4%N 70 8E GRANTED 70 M1E 70#)v OF SOU771 �-- M7W5W AUSTIN ✓. & AN/TA v STAix .ASSESSORS AAP 46 LOT 18 vd 109.T / Pg. 149 275 NEW STAKE A4LJ40 P.O. BOX " m"CHES'TER, CT 05040 TlM077/Y I-Oa4R7Y 310-C10 NII)WO ~ SOUTH s»iiTx/ WLNOSOR /I 17sn7,4 APPL/CANT. M ZE REA4L7Y, LLC 275 NEW STATE RL'J40 P.O. 60X J00 A6wo11 VIER, CT 06040 TELEPHONE (850j 647-9798 ZONE: I GRAPHIC SO4LE O 200 400 100 •300 (F22T) MAW B467N FOR THE LOCARONS OF THE EXISTING UNDERGROUND UTILIT/ES SHOWA, cJ-V s^ O/SO564AS15 Xf' DUMNI9 THIS PLAN ARE BASED ON PHY51CAL EVIDENCE OB,WNED IN 7Hf- 41FLO LNACMNMES, AND AND AVAILABLE MAPPING BY OTHERS. ALL SUCH LOCATIONS ARr WO REMW ED 70 APPROXIMATE ONL Y AND THE INFORMATION .SHOWN MAY BE- ING'OF'r+I ,;T O/ SMA1019 SURAV1/ND/NG INCOMPLETE. ALI_ EXISTING CONDITIONS SHALL BE CONFIRMf Z) H HL SURFACE A4F7ER M1E EXCAVATOR IN THE FIELD PRIOR TO BEGINNING ANY WORk: hf 4S/N AND RES7M4716W EXCAVATOR SHALL NOTIFY THE CONNECTICUT "GALL BEFOREE OS 6VNS71PIit;'710W /S PROGRAM AT 1-800-922-4455 AT LEAST 48 HRSS, PRIOR TO Ht %i-VN/Nv 77- SEE DETAILED ANY EXCAVATION FOR ,VARK-OUT OF THE L OCATION OF ALL EX, ' '-:r✓G' W 'MO PL" ON UTILITIES BY THE RESPECTIVE UTILITY COMPANIES. 6977OF8 MESSIER & ASSOCIATES, Inc. SURVEYORS - ENGINEERS MANCHESTER, CT. (860) 646-6013 -- - PUTNAM, CT. (860) 928-1171 5 PLANNING - SURVEY - DESIGN - CONSTRUCTION 6 TOPOGRAPHIC SITE D.E'YELOPMENT PLAN 8 "COIT �-SYTITUTION LANDING " PREPARED FOR.- HATE' RFAI.TY NUTMEG ROAD SOUTH, CONNECT/CUT A!/ENUE AND TALBOT LANE SOUTH l9IMOSOR, CONNECT/CUT COPYRIGHT ® 1999 MESSIER & ASSOCWES, INC. SURWYORS - ENGINDWS THESE ORAWIA49S ARE THE PROPERTY OF THE ENGINEER/ SURVEYOR ANO HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER FOR 7HIS PRWECT AT THIS SITE AND ARE NOT TO SE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF THE 61111 ER/ SURVEYOR. NO DECLARATION IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE EMB05SF0 SEAL OF THE LAN? SURVEYOR AND/OR PROFESSION4: ENGINEER WHOSE SIGNATURE APPEARS HEREON hVFO4AlI7X W AQ7 A7YPARYAN ZCKC At4N itG'.S• A012 & A&IWY AI9T£'S�• REY,CSE 80' RE6M4)W ARL54 C6 RECT BN/NLiVPY L.1 U a4TA LOTS 9 at 9; A010 O►NERS M&ESA049 E.17S'7^G STR/.CTURES' & EtZ2N7S RELICS- COLS-LIII ACY7/RLNSE E45MEA17.2 AW AIIII A107ES at AM - - AWZ3; ETC -,-R AAe APF MOV CGWaTX,W AAWfY C,YAVSERW'XM_ EA.S WW,, Of4M"E" RLiIO MW IN TITLE MOC Rfk)WD AII GLRI/P. fur , a47F . SO4LE : 1 =100 17 r. 4 rK36N•-OAS _ GWAM'1V CCK : RFN "&7 4 CIF• - B _ PA'al- T Mo. 99-12.4 PLOW Na 99-092 I PROPOSED S7REET al TREE E4SEME2VT ro 0 70 BE 6)eVo(MV � o 70 7W 70#A( N OF SOUTH XNOSOR io z SANITARY MANHOLE o 7..F= 7820 ry INK=56. 61 251.32' G47C77 B4S/N N 77 - 31 -1 T.F.=77.72 INY=75.52 W. F. \ �� W.F. �' �,, _ • --- __ -__ _____ ---� O RAVROSED 7YPE "C" ' • �� � F, ,II \�'-'78- '-� ¢ AREAGFROMD II C470h' B4SIN \ 0 3-20 1 I T.F. 80.50 W.F. � � WETLANDS I INK 76.4V 3-25 �� �� Rfmokr fURA01OR Rw /Z USII TF/OROUGHL Y, ` ` R4{E fW AND B45E AL4TERW 70 ; THEN REMOTE EXIST/NC B" x 4" REDUCER AM J5, F. Y. - �� i. • s PIEEXTENT NECES�4RY 70PERfDRA/// 4 ` BLOWOFF Tf/E PROROSE0 OONST W77ON / it- {4! F. •� i • 5--24 I • 22..5'V..,/ BEND- � � 3-22I RESTR41N TO EXISTING '�17'4RY MANHOLE 1x MIN/MUM GATE ANO SOUTHWEST � � T.F. = 79.32 � " � I TO PROPOSEO G47F, A,11-6771 N 23' - 31 ' -12 E l GL?TER GRADE- - _ - 100.00. _ PROPOSED 80' or 15" TAZ90, LA/1/E _ RY I I CATCH B4S/N T.F. -77.70 /NY. =74.77 18 ` OUT /M!=74.89 15" /N NW 11W. =74BB 15- /N Nf /M!=7489 PRGYO52"D 15 IN SW ,'' EXIST/NG 10" OX RW S4N/TARY SEWER 1Yl GOY�1PNORS' 8IG8��lY% 1 tOO t - G - aa.O- FIRE Hr1A�ANr -- ----- - ------ =JlG17FN orw EXISTING APPROXIMATE EX/SniYU^ ELLE � PAVEMENT 78 EX. END OF 8" CLO/P EX/S71NO S4W CUT AND AU4TCH APPROXIMATE WATER MAIN NEW PAVFMENT 70 ia9er- END OF EXISTING GAS MAIN EX/STING WATER MAIN UNDERGROUND S 2X-31 ELECTRIC ct PAVROSED 222' Ole TELEPHONE 4.50' 15" 014. RCP (CL. O S=0.005 P14VMSED 7YPE V *w ,6 C47L"H B4S'IN T.F. 79 Jo V) IM! 76. A7 Co 1 aD 00 m m 1t00 PROFILE SCALE.• > =40' HORZ. 1 =4' VFRT. " PROi�SED ELSE 6V- I 2t 11.7 ~`'�^ �` PAi2�/EJVT/B/TUA//NOUS 2to0 ` LIP CURRING -- - P -P1551 192' OF 10" tX4 Ply' SANITARY SEWER 60 - - _ - - -1 HIGH POINT Ar S = 0." p , ; �� TOP OF CURB ELE1!=82.08 'PRt7fomp r�,JS I GUTTER ELE7%=81.58 j p = 259'-54'-23" R = 72.00' -•.: 4/!.. �. - I T = 85.95' j� Lo = 326.61' p �• \\,G I Lc = 110.39_ Chrd. Brng. N 26'-3l'-37" W NOTES.• +► PROPOSED $ Sr INSTALL GAP ON INSTALL 9,14 " x I" CORPORA71ON o 12" CLOP WATER �s ENO OF S4NIURY FOR SIFR/L/ZAT/ON % MAIN EXIFNS/ON, SE#FR EXTENSION o �+ %• 7FS'T/AIR IiALYE EDUCER ��� REA/iV{E ANY L rISMNG z. `� RaW LOC4720V /N AREA OF PROPOSED WORK ti 0 = 79'-54'-23" 3 \` R = 25.00' \ T = 20.94' Lo = 34.87' PROPOSED GEOTEXT/LE \ �� v Chrd. Brng. 1 = SILT FENCE FOR EROSION Chrd. A/VO SED/MENT CONTROL OURING 14 63'-28'-23" E INSTALL 8" G4TE OALW (MV)(OPEN LEfT) -nNSTRi// TIrIN /IYP I '(IomLL 8" x -f " " RE27UCE1r ✓.) AND 4 FLOW-OFF - RES7R4/N 840K 70 G47F VALYF PES)R4/N f2 V& G41-F 11AL NE NORTHEAST 70 22.5'9,-NO .D TYPE "C" H 84SIN 80.60 21-00 2-A76.71 CONS7RUC770N OIF RAVIVSED SANITARY SEWER AND STORM LWi!/N FACILITIES' S/f4LL BE- W A6rORa4NCE WITH THE 7O W OF SOUTH !f%N,056W PUBLIC IWRAV"EW SPEURC 701W,, AS AMfAIVED. CONS7MMO 70N OF THE PRIOROSED W47ER A4UN EXTE2VS/0NS AND A8041R7DV 44oI6ZY S/A4LL BE /N AL:L WLkWE lf9' H AIfE7RYYYX/TAN D/STRICT ST(AZWOS AND SPEC/R7C4MONS. THE RAOFOSED SW17ARY SEER- ANO S70AW OR4/N FACUMES Shl4LL BE INSTALLED PJ 16W 70 INSTALL4MON OF 771E WATER A41IN EX7DWONS N VENE7ER FOSS/BLE, THE S4N/TAR)- SDfE2P SWI BE INSTALLED A MINIMUM OP- 10 FEET HORIZONTALL Y FORM ANY E VISi7NO 6W R V4USED W47ER MAIN. RO-S S/ETLE OONNEOWN CfAWF OR OTNER MONETARY CHi1RGE /S OUE /70 THE M�TAN D/S7R1057 /N AN AA OMAIT BASED UPON PAfYM1AV R42E3' /N Ef,MCT AT M,C AME OF ISSUANCE OF 7NE HOUSE OONNEOMW PZWIT. WATER MAIN INSTALLATION NOTES L/M/T OF FIELD 72 7( 7R FLAGGED I I WETLANDS /TYP.) -- • W `- �II � INSTALL .j/4 " x 1 " CORPORA7XJN FOR STERILIZATION TEST/AIR IVAL YE I I I • / INSTALL 12" G4IF YAZW (A/.r/1. (OPEN LEf7) INSTALL 12" x - 4 (" REDUCE7P rX) AND 4" BLOW --OAF - RES'TR4/N 846)or 70 G47f- 11AL {E \ RE57R4(N FR6W 64)7- NEST 70 22..5°BEND 4p p = 259'-53'-24 R = 72.00' T = 85,97' La = 326.59' Lc = 1 10.40' AKSTALL 12' X/ 6" TEF (A/J.f Chrd. Brng. _ 45" G4)7- {WAL1W iM✓.) (Gi°EJV L&7) S o8'-25'- 14 " w AMO HYAe4NT, 2 9ZWV CURR R010 i 6W RESTRAIN ALL 1777At S 640'r 70 7FF / 191.57' N 24'-52 -42 E �!V1 EXISTING DRAINAGE �. W F. 2-15 • � ` �w... INSTALL STAKED 10nWE CHECK aWS IN EX/S27AV / I DRAINAGE SWALE AT .iO--j� ' IA17LWALS PAY6W 70 STi AWA4'' LANO D/S7Z1RB4NCE /ZW, THE CUL -A-SW ANO U771/7Y CQ"7RU077aV 4 CONSTRUCTION r'n'P%...,.. -• s� ��'' ?'• EX/S77NG �•. \`r' F` B M!= 2" WATER W. /� 22.5°AIJ. BENO- SERY/CE N/' RESTRAIN TO EX/STING\ ROQXR- W TALBOT -9- G4TE ANO EAST EXISTNG ASSESSORS AL40 50 PROPoSEO G47-F TO I 1 a" WAT£.a LOT 9 25m 11�1/4"/t'W N _ � I SERY/CE R�AroIF Excsnn� NOT. G.9J / ' g IJ5 PROPOSED .4' TOTAL CULWRT END AND Gig- JO- RCP (CL. V O S-0005, /HST Srn�ruREA� 4 WN CUL IERT END AND R/PR4P 9VfWr O/SS/PWOR/ f PLUNGE POOL AT OUTLET 1 / La'/STING GRADING AND aWNAGE BUILDING EASEMENT AMO UNRES)RK'TFD RIGHT 70 ORA/N AND A44/NTA/N > -140 70 BE GRWIED 70 THE 717NW OF 501/77Y XND,SOR 1 EX/SIIM� 'j a45 LIME ASSMWS Ai1P 60 C • • LOT 9 PLAN .,� •-� ` SCALE. 0 1 = 40' HORZ. D PALIP C4fffiM i£,i/£JVT n, = 79'-11'-34" R = 25.00' T = 20.68' La = 34.55' Lc = 31.87' N Chrd. Brng. _ /' N 81'-13'-51" W C MNEC770&7 AM£IWJE ASSACN;T5LLC ASSE ORS AOR 47 /*f7MP&&'AV56'V=Q%W LOT 2 VQ/. �. i� AND Z0Z/IY RUE - / REZA 47F RUE p = 00'-4l'-45" R = 396.00' T = 2.40' TOTAL CURVE La = 4.81' p = 02'-48'-35" Lc = 4.81' R = 396.00' Chrd. Brng. = T = 9.71' S 58'-49'-30" W La = 19.42' p = 00'-45'-05" Lc = 19A2' R = 396.00' Chrd. Brng. _ T = 2.60' N 59'-07'-49" E La = 5.19' Y/S77NG EDGE Lc = 5.19' PAVEMENT - Chrd. Brng. _ CUT AND AL47L'V1 4VEMENT TO E�E N 58'-06'-05" E !x1s,77, RUSH THEN ?fWkF EX/SPNG 12" x 4" CATCH B72 REDUCER ",0 4" M00'-Olff OW WATER M*N n /NY r69. f01N SE AND OYiWNECT NEW N07TR AWN P/PING /NY=6e97 24 OUT NWT 7o EX/S27NG 12" mm? AwN EX/STING 11 12' CLO/P !1 1 r=- ATER MAIN � fV ,S'DOTB SAN/TARP AXCZOA"ZTd' R49!! MANHOLE -00. T.F. = 7J O9 'PROROSED STREET TREF EASEMENT 70 BE GRANTED 70 THE 7?7NW OF SOUTH !Y/NOSOR N/F hUA/ REAL IY "RA V) ASSESSORS M4P 47 LOT 1 j VoV 42J / Pg 298 1 7FSr PRi�SSURE sFL4LL BE 14i Psi 4, Z V ' '� N 4 ALi/UST A4WHOLE 1, ( Z /NY. = M... W (.30" /N S. W Q 9 '"� °� � TOP 70 AM7MY O � /NY. = 99.52 (15" /N N.E.) `O '� _, '� fRlOROSED GRADE W '`� /N{! = 68.3� .30" OUT 2. G47F OPER47h-WS FOR 7H/S PRWECT Sg4U BE •7.REN LEFT" Ll J V II II .� II IIL14 , ( ) J Ath WMGNW AfPn/ ar COVER OIFR RhVRaSED NY4r£R AWN SHALL BE 45 FFE7. O W Q _ �W k Qo S Q o 4. ALL fnnn4 g UNLESS OT71ERNZ5E SPECIF7E0, SHALL hFA/EC iW%;4L .ANT ^ h "it -41 Lw 5. ALL A/ECIL4N%-4Z "Aff r&LON£R GLANDS FLR GCS£ NfTH ALL MEC/i444r L JOINT � v ^ W74V-S SH&Z BE REPCKR LACED N4TH AN .40 RM7F SYZE RETAINER G/AND. NOTLr A4 4MUM S/GF ,� `Z Q � Z SLOfE ShG4LL BE 2H 1V i PRlOR25ED . cow � � _ � 11 �+ � . � 76 6. MECANWAr L ✓DINT RETAINER GLANDS, lHlERE UPL/ZED. SVNLL BE MEL &6V SE76 RIES 2� 1100 BY £BB4 /RGWNt7RKS FAS7ZAW 7X, OR APPROW0 EGYNL. ALONG SHOULDE2P ONliRALrTE OF CUL -AE SAC �_ THE NORTH S/DE OF AW GR4aC 1.29X '� EX/SnNG 7. !THERE RESTRAINING /S XaVA7ED. APPYOkM R£TA/NER GLANDS OR N151"W' AL4Y BE THE CUL DE=SAC 4, sl4TCH EX/SnNG CE7V1 L/NE GRAGlE G97L/ZED. I 22 1/� BEND CE/VTERL/NE GRADE AT OF COWNEC72CUT AIENUE WHERE' RU /S 70 BE EXIS27NG cur-a4CK Eoc . . ._ _ ' _ _ _ _ _ 8 WA1YW "N LINE A55A;NMENT LS CENER4LL Y TAKEN 70 4WFIPE FEET O9'F 771E PLACED /N NE 7"AOS CEA0 Z) L/NE n OF EX/SAA64S PAVEMENT -1j P14�5ED OR EX/S7V CURMINE (STREET 51AF) UNLESS O7XERW/SE AV7ED. _ _ G/P4L PROROSEO J4' TOTAL OF - _ _ - _ - -------------------- (:/A.�SYRCP AT S=O.Cx75,-------- - - .9. TEST P/7S SAWZ SE GY1G NEZL /N AOVAA�'E 6F P/PE LAYING OPZR471ONS ID 1 �� ZF - CULVERT ENO - EX/ST7NG CUL ITT . n 72 Af7ZWMINE POSSVBLE OR SE7.S UNDER OTHER UAL/77a S777UC77/RES OR OBSTACLES ¢ " BL OIYOFF 72 _ _ _ T - "� I I GWO Rom! `� I I EX/S. 10. ALL 647F YALVES AIR VALVES AND &0#V'FS S)WZ BE INSTALLED 6 WPLETE N7177 24" RCP C47F BOXES UNLESS 0771ERN75E NOTED. 18" AM/N. LENGTH � STORM 01WN 11. HYbW4N7 LOC4710 T ARE SULUECT 70 THE APRIFOV4Z G£ 771E 70OW F7RE BETWEEN REDUCER ' A" SIXZ. AND 9L0A/ OFF 12. #HZRE ROCt' .CS EMWAf72-RED aUWIA ' 7HE AtilS CM7KW i3c 7HE /M`15 ,O WA47FR WA7FR A41/N "NS/ S1Li5PM/ uaiN 77/F .oPpCn xn t/I/N -SY_G/I aF iem iav i rnu C)nn Mp � Aj a,R _fr_n INSTALL C4P ON �I r --- I - - Al47FR4tL 7H47 /S COMPACIFD PRA2R 70 7HE /NSTALLAMON OF 771E P/PE. - IN10 OF S41V9TARr PRO*SED 180' OF 10"Ply' ;�---/Nl!=/Nt!=-------------------x ------------_ 68.49 13. N?IERE BULL/NG' OR L7EFLECnr11; PIPE /S /NOA^A7F0 SUCH G1EFL£C7XW SY u[L BE SEWER E.l'TEN,S/tON 68 45 - - - - - - - - ENGTH LXWE /N ACO77iPL1.4NCE N77,Y THE RECOMWMENa47XJNS OF THE Lh'PR4 fA�NL?BrXhf /NV�_ - - -. - - --- - 0C 7R 14. THE COlNTRA4C7OR SHALL FURNISH 70 771E EWIAEER A M47FRNLS L/ST, FOR 6707 / r 7P ' OFF APPROVA4 PRIOR TO 771E /NSTALL47)DV OF n/E A9P70MD WA7FR MVN. " I A�(/N APPROXIMATE PRt�OSED ,� 71OTAL OF ,�O I /NV L OCAT/ON OF 15. WATER ASUN 70 BE INSTALLED /N AG>;2 % 410E N77H THE AWLS' /AWE7TiVR0L/TAN O67RC7 AS10' M/N. CLASS �/P!^P AT 5=0. LI'J5, j 66.35 12" CLO/P WATER MAIN LL�IFLOPERS ANNU4L Fa4P WA7FR AN/N 6Est AND m6rALLA17 sr"avLiS BETK'EEN GATE OW tE 64 N77H' GYJL IERT E7'�D AND REDUCER RAWOW EXISTING O'1JLtERT 64 WATER MAIN APPROVAL L CAP ON 1ISOYtNTRACILW 70 INSTALL PiPIXt7SEU 8 /NCH WATER AWN CGI4WPLE7FLY. END AND INSTALL 7YPZ--Y EXTENSION 17 CO or SAN/TARY 15' MIN. BETWEEN PSS* -SEA 116 15 SED/MENTATION S7RUC7URE MRAC7P SK4 L4LL ASSIST THE A/E7hYa47Y/TAN LASyJPA"T /N 771E f7LL/NG FLG�S/i/i4U^ G,4TF kAQL kE' CL.A�SS �' RCP AT S=O.O!?5 ANO 7ES77NO OF 77/E WATER AWN. ANO BLO#VFF . DEVELOPER DATE 18 AF7FR RL,401 O APPRi2X/A147ELY 700 FEET OF B40r,%L AUTFRNL OWR THE PIPE I 1W01 USED 51 ' O3F 15" _ THE 6VNM070R SMU INSTALL A SIX /MCH #YAF SMP OF LX/RABLE COLC 4 I CLASS Y RCP AT S=O.005 CODED (BLUE FOR WA4)FRj UN0010ROZINO LWZ17Y DE7FC710N TAPE IMPR/N= 1H71Y DATUM ELEV 'O THE APPRb'iWA)F WARNIPW /NOA:AnA6 THE PRE3Y714^E GV' A BUR/EO UTILITY -- - -- - - - - - TOWN ENGINEER DATE Crm� 60.00 I RFSTRA/N 19. ALL WA7FR A6VArS SINLL BE ANSI/A#WA C151/A21.51-81 aW77LE lRaV PYPE OE-NTR/nC. LLY C457 IN OFTAL AAZOS OR S4N0 LINED 401"S R7R WATER OR ^ "� FIRE HYDRANT LOCATION APPROVAL OTHER LAC7U/Ds (ALL P/PF 7O SE CL 40.w 5v 20. Rk 5 SIOU BE RLLED 70 AT LEAST PfinAOSED SU6GRAGE BEFORE /NSRUAMON NA47ER �A PUBLIC PRIVATE 21. ANY LY/iYFZ.CT 9E7N'FEN 771E FROM5ED W47ER AN/N AND EY S77A4; UnL/T7ES AND 2-1-00 /t00 aSVAIS N7LL SE RESOLYFD AT THE EA'PENSF Or THE DEIFLOKMR LEGEND PROFILE - - 22. ALL F7MIA 59 SIl4LL B6 hV9TALL£D N7n/ RETAINER CLANOS IN EACH O/REC7XW FIRE MARSHALL DATE SCALE.• 1J 840Kf7U IN )??ZWHES• /N 7R4PEZ cO NAY, UNDER AREAS rO YF RAIA£V, OR ZINLcR EXISTING IRON PIN " MLIrY SHALL &F BANK RUN GR.4VF4 S4NO OR A4LL'EPTA�E N477Y£ S614Z 1 =40' HORZ. MDC CODE: DVW0000902 S4IZSFACIORY 70 THE 70)M OF 5060W #YNOSOR O PROPERTY CORNER IRON PIN TO BE SET 1 =4' IiERT. CONSTITUTION LANDING, So. WINDSOR 14 7FAlADiXRY AND PERA"VRIIT PAkfAV REPAIRS JIVAU BE M40C /N A4OL^ORLNNCF ■ EXISTING MONUMENT 0J771 ,0 S7RrCT, 70AM ",0,16R sr47F .99E-011XA VAT As AARZIC49LE MESSIER & ASSOCIATES, Inc Rf V DA7E DESORIP170N O MONUMENT BE SET 1 01/26/W TYPE- '� W 7D SaWWWR X V STRi/�^RW ?5. EZEYA7XWS ARE B1.SED ON NCYD ?9 LJ47UM 26 Ea'7,C GORE MUST BE EXE7i1'YSED BY )W CG� MC70R TO PAVWT -% TARY - - 4�- - EXISTING COZ7 NTOUR SURVEYORS - ENGINEERS 2 Gi7/o9X00 ALA CBS' AT C(/YS-L•E-SAC & REYE 1,4G1M -VIf£R LA7F7PALS LXIR/NC CG4167XIrG'7X.N! 400 PRL7POSEII CONTOUR W.F MANCHESTER, CT. (860) 646-6013 J 05/01100 REXY CUL aE S4C, VaW aWW9 AW �o 27. APPRF�VAL FA4 THE WRIER (S FOR THE AWN L/NE ONLY. P2 • WETLAND FLAG 28. GL'14WES77C AND FIRE SERAhCES ARE rO BE APPROkM BY 771E OYSrRCTS UALPY - • - L IMIT OF FIEL D DETERMINED wETL ANDS P UTNAM, CT. (860) 928 -1 171 SANITARY SF#ZW SERNCES bI5RAR7VFNT. 7$80 4 QS/1711M kWFXX7"S RD? 717iiW E71WAEVF:9 RENEW 29 WHERE WATER U41N /S IATI&LED BELOW GRAN P/PE, UVNTA/N M/N/MUM OF 18 0 EXISTING SPOT 6RADE PLANNING - SURVEY - DESIGN - CONSTRUCTION 5 oI6~00 AW STREET 7R&- DEFa 7#5 s' 71V= QV"Q- INCHES BFIN£EN 8077W OF SrO W ae4W AND 76P 6F WATER AN/N. -6 HYDRANT P�S�D .57R�T /�4ANiE Jo FROWA/N A A r SfM GYS7VE F OF 10 FFE7 IAeRlzoNrAc AND 18 /n4 r/Es tE7Q7104L CUL DL'--SAC PLAN & PROFILE' flitiV SANITARY SERER N7YE7PE R?SS/BLE: 6 ii 1O Q% Aaryi mw Avarnmw PAR Aw an-fw COPYRIGHT C 1999 CWo F7LE = 99-092PPDNc 31. AGREEMENT BE7#FFIV E ARR ,0 ��RA&-7 1� SrMVr �",0 .5MU MESSIER & ASSOCA7FS, INC. "C. ON��'TITIITION LANDING " DATE : O1 - SUR{2�Yt7RS - ENGINEERS - � SSE ; AS NOTED PREPARED FOR.- MSCV; La45 BE BL//Lr BY A LACEANIT PL//MbET UNDER PERMIT BY AND UNDER THE THESE DRAWINGS ARE THE PROPERTY OF TH£ ENGINEER/ il`' SUPERVI M 6K 771E AWE7> 1TAN LYS7R/CTS LVREC76W 6r EAU'YNEFR//w" AND PYANN11K SURVEYOR AND H4 vE BEEN PREPARED SPECIF/G4LL Y FOR " L�Pi 4MlV : OAS THE OWNER FOR 7HIS PRCUECT AT THIS S17F AND ARE HALE' REALTY LL C /1 '' J2 GILL 6EF6RE yw G1G" - 7HE LOWTR40I6W /S HEREBY REM/HOED 7mr 717LE 16 NOT TO HE USED FOR ANY 07HER PURPOSE, LOCA77ON / i CHECK : RFN CH4PIER "-T OF MF 6YWNEC7x5UT GENERAL STATU7 y REQUIRES' AVMInCh-W OF OR OWNER WITHOUT WRI77£N CONSENT OF THE ENC/NE£R/ 5 B CONNECT/CUT AVENUE sHEEr of-- 771E G77L/IY L76W SAW of PL�N-W E922-445 AT OP NENP P//6YEC A)OW r SURVEYOR. NUTi , ROAD SOUTH, IHE C IAV ?hF 5/1.4LL GALL 1-8OY7-922-4455 AT LEAST 48 HOURS PRYOI P rO - CLARA - - S D - - _- 1 BEOYNN/r�f"s 171EEXGIlfI7XlrV NO OECLAR4T/ON /S EXPRESSED OR IMPLIED UNLESS THIS .4A1n TA1 OnT / Aw1c I /� PAW,-r-7- /orb- 99-12.5 \ Rr� r 6,91 00000 CTICv C01010 `N FIR, HYDRANT L1 = 49•-39'-13' R = 330.00' T = 152.67' La = 285.98' Lc = 277.12' Chrd. Brng. N 57'-21'-19" E- A = 10'-25'-58' R = 330,00' T = 30.13' La — 6v 09 Lc = 60.01' Chrd. Brng. _ N 87'-23'-54" E 1 \ 66"5v'l •LOT 7 73 6541 65.4/N 12-' � EXISTING AU6FR N: �TALBI�T, Sr BUIIIIING c, L `250 NUTA/EO ROW SOU71'1) I-25a4 I A AeIG4P e9 LOT925Q'4 7i>1/e�Y7Kii;H 925GWdo 4/ / I L� TARN / • t y . / 1 1RAw1�Y_i19�n A/ m_7;/Pi4 f!Ao • • __ J/ LY.YK57Rl )7aV ©V7J69A4,^E r6W HYDRANT ( 1 Ih RLS'7%W)76W N2r71.0 VS' ct EXISTING • 1 , 1 /1�SWL M � B4-W GY.A57RW7A W EDGE OF , 0&7MT PROIECTXW PAWA/ENT ' S 7.4'-52'-42" W SAN/TAR L/pYT \ .1 I I I--------------------=----------------------------------------- ' A64NfiOLE� �'E /' ;�JJ 1 -----------72�_--4' ,6------------------------------- 40-t T.F.= 6.51 / ,_J— /- • -------------------------------. 71 /j —___ ------ . 7 --- ___ I+ice 2 i . -- ----- -__ i pJ/12p i�i ��_r__"•",�--J - -- -71- _=_-{1!F--_---------_ ----- -- / _ - --- �I%U 77 no- S 15-, ' I P�PO,SEO 20' SWITAR1' SEWER ���' EX. RIGHT OF WAY EASEX/EAT MO . /N cAkVR OF 77NE TOWN 76 y 11k1 OF S'X/TH WMOSOR t \ P 17 N N F / 1\; ; AND STORM WZ-F DETENTION AREA \p �� \ The operafon and malntenonce of the stormwafer detention area shall commence as 1 °1 soon as its COTS V060n is COmpleted. A471nAen0nce of the existing drainage sW1a/ets on o = 13'-0517„ the property shall commence as sewn as de►aslopment starts o/7 any one of the new R = 330.00' 11 lots //7 this resubd/vrs/on. the dem4oper of this resubd/vis/on and/or the subsequent T = 37.86' � 1k1 ti owners of the lots to be created Aril/ be responsible for the implementation and La = 75.38' .1 � 111 w I 0017&rlrrmg c»m,0A717ce with this Operation and M.9117M area& Pion. Lc = 75.22' 0 11 Chid. Bing. \I The ma/rltenonce of the drainage swo%s and defent/on area sho// incruae the for%wing S 80-s0'-28" E \�\ measures of the stated fiesquelilcies; in addition to the weeific twitimnWis Air the _ S 15'-42"-10" W y restonw1an wet/onds area as described elsewhere on this sheet. 20. oo' DURING A077VE 416BROPA/ENT STAGES:• Monitor the delgrene of s*ld1meat build-up and the function/ng of Inlet and out/et CL&P\\\ structures at least wed** and dann_a anal after every major storm event. Removes any ems_ s/gn/f/cant sediment deposits as they occur, and/or /f they /nteordm with proper 118_' RC_P drainage flow /n the SMOAMS or defent/on orison u Sad/meet mmovesd from thmw storm drainage foc/I/tles shall a/ther he Incorporated Into 11 the e+arthwonf• bye/rag performed on the site at the time or d/spared of off the site. IEX/ST/NGIII S4N/TARYIq DUR/NO THE UFE OF NE FAC/L/77E�: ` EWER ORA/NAOE ALES:• PERIOOl7C4UY AS 6W,0976W5 REOU/RE j lie u Examine the channels for .sediment build up and s1ft6on. Removes any sediment �. il� n deposits to insure property drainage flow in the swa/es 1 \I Removes debris, dead fines, snags, etc. which may block or Interfere with the flow I11 through fhe channels I II n ReseedImplant any arenas /n or along the swa/es where ►yetotives covesr is soame 11 20 SWTARY SEWER 11 or vrscont. RIGHT OF WAY EASEA/E7VT II IN FXkVR OF THE 7I�N9V it ANNa&LY.• OF SOUTH N7NOSOR11 rsuo//y Inspect the ent/m lengths of o// channels for eras/on, depressions, rodWt holes, /iiYer or other evident undesirable clOnditions Repair any on damage, �// depmss/ons and hoes, anal removes any /itte� As necessary, rep/ant bare existing or net V,71 anW7V MAMZ71 9 a// infiu !&W *arxh efoefo6on within Abe smalors down f0 ground reveal. S7? R&)YA7FR DE7ZW6W AREA• A/OA'MZ I' OR MORE FREOUENTZY.' Perform a vysual Inspection of the cond/t/on of Me detention area, /nclud/ng the Inlet and out/et featums and the deyreae of ony sediment bu//d-up. Take any C01700 ives oct/ons necessary to a//m/note or a/locate any cond/t/ons which ore detimenta/ to the prr�oer funct/on/ng or /ntegrity of the stormwater detent/on alVa A vysuol inspect/on of the detention foci/ities shall o/s�O be moots during and fo//0wing an major or exilm,elnary storm event. Take immediate correctivew action to repair any spoiled or cracked concmte at the out/et structure by mplovement with hngh strength, non shrink non-meta///c dement balled grout. PET?/lJD/rrUL Y AS 4yWZ /T/G1NS REC.IU/RE Mow honks and cut bras-T ahoven the wetted area, /ne/ud/n9 removal of o// woody vengetat/on within 15 feet of the out/et strucuurea Remove debris, dead Ames, snags, etc. which may block or restrict flow through the detention oreaa and/or may Interfere with or block the functioning of the inlets and outlet during a storm &M01. Fi// ony rodent holes, eroded arenas, and depressions /n the embankments, and mp/ant/msse+d the oleo nciiiorc / cr wwii w'teiiciaii diva, ANNUALLY.• /respect trees, shrubs anal other plantings p/aced during the C01751ruct/0n of the st017nwoter detention foci//ties, and prune, rep/ace or supplement as necessary. Remoras any /ntrus/ves woody vegetation w/th/n the detenf/on area, down to ground /e►�er/. Removes any sign/licant occumu/ot/on of seal/meat. k sua//y chuck for any ems'/on or su&lement around the Inlet and outlet structures, and any auras necessary with growl or crushed stone, as oppropnote Asua//y inspegct nprap and bedo'ing for disp/ocerd, ds/odged or deteriorating moten'o/s R ar ai'g:':'e:�Tt as ndewer wV,4 flip m,"Im Ar r of r/�imh/w mafwiin/c THE L OCATIO/VS OF THE EX/STING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON PHYSICAL El//DENCE OBTAINED /N THE FIELD AND A VAIL449L E MAPPING BY OTHERS. ALL SUCH LOCATIONS ARE APPROXIMATE ONL Y AND THE INFORMATION SHOWN MAY BE INCORRECT OR /NCOMPL ETC. ALL EXISTING CONDITIONS SHALL BE CONFIRMED BY THE - EXCAVATOR /N THE FIELD PR/OR TO BEGINNING ANY WORK. THE EXCAVATOR SHALL NOTIFY THE CONNECTICUT 'CALL BEFORE_- YOU -DIG " PROGRAM AT 1-800-922-4455 AT LEAST 48 HRS. PRIOR TO BEGINNING ANY EXCAVATION FOR MARK-OUI OF THE LOCATION OF ALL EXISTING UTILITIES BY THE RESPECTIVE UTILITY COYPAIVIES FIR, HYDRANT 751111 �\ I ,11 / =11 JN \ 1 11 CD / 11 0 11 j n m u u � ,I 11 I u 1 It It i I' u' 1 C8 P 11 1 SANITARY MANHOLE T F. = 7 T 90 1 1 � V \ R-20o-00 T=4,5B8 Lo=90.21 1 �— �•\ Lc=89. 44 Chrd- Brng. _ N 87'- /j, 05" W EX/STI SAN/TA SEWS _72--- 4-68 TO------------------ 4->15715 4-5 EX/527AV DRYDRAINAGE DITCH TO BE USED AS AN /Nf7L7R4770N/ ,SEMA1DVTA774W B4S/N F7R WATER ReMOWD' )9?04/,6M4 A770N NORKAREAS, ANO FILLEP AND REGRADED _717 ,{L4TCH THE SURRIOUNa/NG ICON' `-- �'�' rf 'RES'Tt7RATlLYV'i IiiGROUND SURFACE AFTL�R li/E,CONS7MI10MON OF T/1EDET?FAWq JN.4-60 # 71ANOS AREA4--50 \ + 1 + I + I B4SW AND TIME RESTORATIONI#Z7ZANOS /S L:W,"EE7F -SEE D&-WZV NARR-4MF DES'CR/P77ON avSHE2rT 7 OF 8 W6W 10 aWN 70 aF /74 i iW,G' •i i i J' AF SON N7NOSOR 1 10 -' LOTr,i ,� rrLOT AREA .J55JOi• Ac.;I 1 I 154, 767f S.F.. 'I ;,IInI, / 70 / I, EX/S77NG�r�I i'rI F1EL0 DETERMINED/ yp)1111 II 1 II IV&106)ri rr i � + i KIptI\+r10' N7ac' EAR7HEW f i_'� 0111BE7?M - TOP 1 `� --�' IIEA7JON = 67.52 6" Iii + ' i II I r I I + ' r-33 2i Orr 1r r �419.1 „�72 J1 70 6y6811 r rr I r I AWW I I (i1�1, 1!�jrel T A r I `. Jr r 11 rl 20' #091C Rl~ LOW r r if r 1 11711 W F 11 KOW 0H4VNEZ THROOW ri it + 0 i�4-15 - 90770M I r r ram_--------- =66.5 I rr ii�ri � Iii r r II II� Sri I 1 '..J I ,I ,I 1 i ( r 'i 11 1 i IF � I r 4 r 4' 1 err l l rI� Wf: 7 3 ++ i 4-20 / ++ i �r ' r " �' �POSE77 li, R/P--R4P LOW FLOW P/LOT OWWA r Ih ry i l r I - SEE OETA/L OW Sf1EET 8 OF 8 I 11 I I+ III I � IIIIi I Iii h 7.3 It I it b n l 1 11 WO 1 1 11 EX 11 67 1 O. W F. i \� I I I I 4-35 III i v 57�.7'P11/1�G47FR 1� I III L oAWA ,,� 1\11C� I O � I1'III 11 II1 � SF I I 11� I III 1 1 11 1 '111 1 � 1111� 1 111 III NO RY II I III W F.INSTALL \ I �4-25 Rip �� I I rs����`\� 7fNPORARY R1P RAP BERM 717P OF BERM n = qo R = 200.00•-11'-39 EZEYA7� � 6�0 \, La = 314.84' -- — - ° Lc = 283.32' Chrd. Brng. _ N 60'-36'-20" E \ \ \ \ INSTALL 2' HIGH F\ \ RIP -RAP SERA/ ✓UST 1 URSTI?EAM OF OUTLET SIM107ZIRE ZOC47IO1N EXIST/NG STORM GRAIN /� 6' x 48' ✓UNCTION CHAMBER finp FL=65.8.t FL=64.8Y / FL = 65.2t EXISTING 12 ' ffAZER AWN I ,I SANITARY -� MANHOLE S _ - 7 SEE SHEET 7 OF 8 FOR DESCR1R7VN OF L7JE7iATERI fG AND CONS71?IC710N PROL'EPURfS r6W 7HE3'E AREAS Nor FR/TO—LAY /MC. ASSESSORS' A41P 446 LOT 17 � I � III 31 92 \ 7. -- 12 " BEVEL of 45' ALL S/DES —� TI 5/8 -0 ROUND HEAD GAL V STEEL BOL T, NUT d- WASHER. - C011NTE/RSINK 8 ;r8 " ROUGH SAWN POST SPACED at 8'-0" O.C. (Tl'P.) N i MIMI? 717 RE PR_F._S.SUrPE -t TREATED .60 CCA 7RrA7ZO N S. Y.P. INSTALL PARALLEL D AND PL UMB /c/N/SHED GRADE METAL 9E4M RAIL CONFORM/NG TO SEC. Af 10. 02 OF DOT FORM 814. INSTALL SMOOTH AND CONTINUOUS. 4' MIN. OR 1' 0" BEHIND SIDEWALK 1 6" B/T. CONC- L/P CURB FINISHED ROAD - SURFACE TYPICAL GU/DE !'AIL SECT/ON SEE DETAION SHEFI' 6 F 8 FOR OUTLET S1RlJfG'7URE CMS7RU0770N E :r' --- MOIL' SANITARY MANHOLE T. F- = 72.2J TO TO#W OF SOUTH /lf MOSOR OET£NAON B4S�N1 MAIN - - TER _ cz&/a SP/LLArAr 25-4> R4/L NOT TO SCALE ONNER et A RVOW AWE REAL7Y, LLC 275 NIV STA7F i43'�40 Ae6U1�'HESlL?P CT. OWWO COPYRIGHT C 1999 MESSIER & ASSO1C TS, INC. SUR'VE)VRS - 291lWNEZRS rWSE ORAWJNCS ARE THE PROPERTY OF THE EWWft-ER, SORPEMR AND H4YF BEEN PREPARED SP£CIFACALLY FOR 1H£ OWNER FAR 7H6 PAWFCT AT THIS SITE, AND ARE MOT TO BE USED FOR ANY OTHER POW054 LGi 7XW,, OR OWNER Wi7HDUT *WrIEN COWSENT OF TH£ FAGMER,' SURI£Y{'AR hW OfCLARATXAV IS EXfR4ES5E9 OR IMPLIED UNLEs NIS PeAN 6"175 THE EM8e7517_rD SEAL OF NC LAND SURv"OIR AWOIR PRA'E.SSAOAW FACNNEER WFAOSF 5AVA44 r1hW APP64RS HEREON N/F AXIA/ REALTY 615WRANY A5SE.5 ORS AMID 47 LOT 1 N/r AZIS77N J. dt AN/TA Y STACK ASSESSORS MAP 46 LOT 18 SPECKLED ALDER AND SILKY D060OW rT FO#Z Ae6WN4 GRASS • �, 7USSOl:K SEL:YE �. SOFT RUS)5; SPIKE RUSH oFO 0.O°c y o-a-o-o-o a�o�o�o�o �ArrA" � wF s-ro SEED M/X - Ol/ER EA07RE AREA 1flHJ Lip" FJEZO QEIFRA//NE27 wETLAVOs m�J 149' 0112F F f MEW el�iW - W REV - sus RESTORAbW N,_TL4NL7 AR' A PL4N)7AV SCfeHFMTC (N. T.S.) PLANTING SCHEDULE FOR RESTORATION `YETIANO P/onf Nome Functions Benefits jof P/ant Location of 2lonting /Sa�� Indicator SYotus Catto// (lypho Obligate Porrutant removal, Boris mot Throughout marsh Iatt/fo1/a) Ord/i3�e food Soft Rush Ob/ryote Quick to estab//sh, Bore mot A/arsh edge (4ftJ (✓uncus effsus) w/rd//fe cover, eras/on COMM, Spike rush 016/rgote EMMIbiI7 control, w//dl/fe Bore mot Marsh and pond (E/eochoris food and caress edge (oft) pa/ustris) Fowl Manna Ob//gate B/rd COvesr and food Bore mot A/orsh one pand Gross (G.0PCV/ra edge (oft) conadensis) Tussock sedge Ob/lgafe B/rd nest/ng, WIMIlfe Bom mot Marsh and pond (Coresx stricto) food sourr:e edge (oft) SIP 1909wooe Foraftt/ve #Ad//fe food source, 18- High Edge of marsh (Comus ammomum) Wet/and aesthetics (6ff) Speckled older Facu/tativer So// stab///zot/on, 18 H/gh Edge of marsh and (AIMS ru9050 Wet/and(f) dense w//d//fe COVOr Pond ()? Red maple (Acer FocurtWIM A/dr/fe comr 18High Edge of marsh and rubrum) Wet/and existing shrub wet/and (6ft) Block/edge Rivewr Vanes 07OU1, Y cove r, ------ Throughout site at Nurseries• erosion control prescribed rote Wet/and seed mix P/antina and Resforamw Notes N7Wrevesr Poss/b/e, native wet/and plants AWNomd during the 6wrav7tion w/r/ be transplanted and 1na/nto/rve on -site for re p/ant/mg /11 the ms601V61017 site. The mstomt/on wet/and w17/ be motitore+d for o m/n/mum of throe years after construcf/on of the pond. It is recommended that offer planting, the wet/and be moniforesd on a quarterly basis, and monitoring rew,00rfs be fled with the Tawn wet/ands agent. Mon/tonn9 reports shoo/d include on site obserwtion of plant success, hydrology, and w//d/fe use, and 117c/ude photographs of the wetland from thles estab//shed stotIons Pont success should be mv/ewed with the Town wetland o>Rcer quarterly to determine /f odIIW017011p/ont/n9s ore requ/red. /Y it is deemed rlecessory by the Town, odditiona/ monitoring veil/ occur for up to two more years h*vnd the /n/t/al threw .,kwr period. Construction superrislon and monitoring of the restoration wetland Aril/ be Performed by a quo%Y1ed wet/and or so// sclent/st. S/.r to tweelves Inches of organ/c // motes% not supporting /rave's/►as spec/es, w//1 be placed in the marsh amo error to p/ant/ng. Z_ IL 5Dvf O PROPERTY CORNERS ■ EXISTING MON(iME NT EXISTING STONE- WALL' W- F. 22 • WETL ANTI FLAG • L IMIT OF FIEL D DETERMINED WETL ANDS - - - -70- - - - EXISTING CONTOUR 70 PROPOSED CONTOUR aL1J7 ►QTJ P e• d CCnrJ TFC'� Tnr- SURVEYORS - ENGINEERS MANCHESTER, CT. (860) 646-6013 PUTNAM, CT. (860) 928-1171 PLANNING - SURVEY - DESIGN - CONSTRUCTION STORAMTER DETENTION AREA AND "C0AT,5~TITUTION LAYNTING " PREPARED FOR.• HALL' REALTI; LLC NU7Y 6 ROAD SOUTH CONNECT/CUT AI/ENUE AND TALBOT DINE 50l171 / 911NOSOR, CONNECT/CUT GRAPHIC SCALE 0 80 150 40 120 (F&7� 1 01/24/2l W A619 FMV);9W SL^fAW47ii.;• REMM- Plf %%MY LOW 2 OU109/26W AM LOW ROW LY~& et AVW 3 O1=1.2YXb " 6U40W RAGS 4 W01,10XV " RhDq9SW S4M'W r S170f ?P E49%/ENT,• AOWFY GR AIU! Rf;Mr 6U4,99 R 1L LG AM,, EM 5 06/1096W O W44W iRytO AMC ,dV 771LE mctx 5 07,/281"l AFKW A4= - `CIJdIL' F/LE = 99-0920B.DGl�Gj �- Q41-F : SCALE : 1 =40 FT. L�3YGN DAS D24WN ; 0,4S CHECK SHEET 6 OF 8 PRaleCT No 99-129 PLAN At, 99-092 INSTALLAT/ON SEQUENCE & CHECKLIST CONTD OfWATER/NG PROCEDURE MARRA71 F a- z 0 Z z �ZZ Al w a L ��� 'i'�w :L U. _ VJZJW�72 H� PROJECT PHASING & 6ROS/ON AND SEDIMENT CONTROL PROCEDURES FOR PUBLIC IMPROVEY- ZcWT CONSTRUCTION AND OTHER PROPOSED SITE IMPROI�EMENTS 1. The proposed work on this property w/// include construction of two (2) permanent cu/s-oe-sac of the existing temporary ends of plvwous/y constructed roads; construction of stormweter management focilitres, /nc/ud/ng a stormwrter detention basin and restoration wetlands area; construction of o corridor for an access dvoway and utilities onsta//orlon ocross on existing drainage ditch, including insto/%tion of o box cu/v�stt at the ditch crossing, on prrJpased lot 5, and placement of r//which wo/l be excavated for the detention basin and wet/onds rrrstomtoon constriction, on proposed lots 4f, 5, 6 and 7. The work Is proposed on conjunction with the 1VSUhdiris/on of th/s pmpe/ty into nine (9) industrio%zoned lots for sale and future afftVIOoment. The propasa+d site work for the constriction of the public improvements and other won* proposed at this time woo/ Include remove/, 5/Iing and tegtad/ng Of soil on the subject property. 2. Construction of the pmposed 1mp1vmwne17ts on this site /s expected to commence on the Spring of 2000 and be completed by the Fall of 2000. .i The sequence of cansttuebon for each of the locabons on the property whole work /s to occur shall be as follows.- A Rsrfonm constriction surety lo,mat for the proposed //npromments B. Identify the extent of /and clearing necessary for r&gmdong for the work which Is to be performea! C. Instal/ ems/on and sad/meet control measurers as /nd/cated or described /n the narratives and/or on the dramngs, befom any actual disturbance of the land OCcurs MOi%7tM17 and/or replace as mquimd throughout the construction period: D. Remove ex/st/ng vegetation w/th/n work alas Chip small brush and trd+eS; stone ehAA00d maMnia/ on -site for use rn later de►&1Open&nt stages Remove any cordwood and timber from the s/te. Stumps rermovad from work alws shall be termoved from the site and disposed of /n a proper and legal manner and/or buried on -site on locations as tesyu/ated and/or applvm9dby the Town of South MndSOr and the Connecticut LWPart/nent of 07vironment0/ Pmtectlon. E. Strip any ex/sting topsoo/ from the work areas Store on slid on su/tob/e nearby locations for use /n /eestomt/on of disturbed areas /n later development stages S,de slopes of stockpiles should not exceed o two (1J holmonta/ to one (V verruca/ slope. SYoblIme so// stockp!/es by Mfi7b//shA17g vegetative cover or other approved measures, and surround stockAoles woth staked hoybo% or silt fence borroers F. Rough grade within the won* ores as Ind/e vted on the plans and/or per detoo/&d cut and f/// staking by the Surver�ror Tempomniy of permonesnt/y stobo//ze side s/Ooes by seeding and/or mu/ch/ng. Temporary seed moxture shall be Perennial /�ergrass having o minimum purity of 98 p&rc+ent and a m/n/mum ger7771Wb0n of 90 pennant. Seed Shall be opp/led of a rote of 2 /6s/1000 squarer filet. Planting dates shall he March 15 to ✓use 15 and August 1 to atober 1. Temporary mulch shall be weed-ltw straw or hay, or aor=dried wood chips free of coarse matte,; treated with 12 /bs nitrogen per ton. goplocotoon rote of the mulch shall be 70-90 Os/10100 squarer filet far straw or hay, and 185--275 /bs/ 1000 squarer feat for wood chops. Upon comp/ebon of rough grad/ng, Instal/ odd OIR71 &fusion and sued/meet control measurers inc/udong, but not n&cassarW /imotad to, soft fencing and check dams a/Ong toes of completed s/OR&s and /n tem/oolary and/or permanent drainage swafes, as necessary or mquimd by sate conollbons, or os ordered by the Town of South Mrndsors designated ogent(s). G. Construct the /mpmvements //i the won* arw H. Instal/ any add/t/ono/ pro1eCM0V erosion and .sad/mdnt control measures as wbr* progresses, as nec&ssotated by site condiYIons and/or as oroemd by the Town of South Mindsors des noted agent(s) /. P/oca haybole or soot fence barriers at new catch bosons as the rood base IS brought up to grad&, and ma/ntaM and/or IVOIOce as necessary throughout the construct/on period unto/ a// disturbed alws surmiindong the new roadway ale permanently stab///zed. ✓. /nsp&ct and Mpalr as necessary all ptevrously paced ems/on and sedotnent contra/ mdosu/es ,0V COmp/ete permanent staWAVOtbon Of cu/--de-sac shoo/dens and soda s/Opes and starmweter detention and restoration wet/oMds auras by placement of the required depth of tops% Rae gmdong, /om/ng, fedlfting, seadong and mu/ch/ng. Limestone Shall be opp/red at o rote of IJ5 /bs/1000 square feet, and 10- /0-10 or 10-20-,20 ferto//zer Shall be opp/led at a late of 10 /bs/1oo0 squares feet or as otherw/se established by loboratOry testing of camp/&s of the actual tgXSW/ placed and spread on the areas to be planted Lome and ferAlmdr sho// be won*ed into the topsbol un/formiy to a depth of 4 Inches by hoed work or with suotab/e equopment follow/ng the (nosh contours The genera/ seed moxhire and opplcotion rote for o// Rnished permanent gross a/vas shall be as follows - Proportion Mon/murri A/homum dy Weighf Purify Germination (POunds) (Percanv (Percent) Chewings Fescue .35 9/ Gil Maid Fescue JO 96 85 Co%noo/ Bentglass 5 95 90 Hrdsfoot Trefo/I 10 96 90 Perennoa/ Ryegmss 20 98 90 Only "ce Ao%Fd seed" vsanetoes shall be used, as lasted M A -belt M.1J.04 of Connecticut OOT loan 8144 " as amended. The 5l/ed and myludeod areas on proposed lots 4, 5, 6 & 7, and the side slopes of the proposed cu/s-de-soc, sho// be seeded woth the Northeast Up/ond NatiiVINatum//zed ellMOMer MIX" aMilable from Southern Tier Consulting, Inc., West C/orksWIle, N. Y., or on equivealent seed max produce; as approved by the Town of South Mndsor Seddong sho// be performed only durng the periods of 40/7/ 15 to June 15 and August 15 to September 15. /mmddiatd/y fO//owong se&dong, the surface shall be mulched woth straw or hay five from weeds and coarse matter at a rate of 11/2 2 tons/acre or 70- 90 /bs/10Yb squarer feet. Mulch shall be onchor d immediately after spreodong by opp//cabbw of a //quid mulch f under or mulch nett/ng opp//&d /n occoMonce wiYh the manufacturer's m+commendabOns Mlien not seasonably passible to perform permanent seeding, the areas shoji 0& tempOlV17y seeded onojor mulched followong the procedures described aboYd L. Perform any ma/ntenonce and r&pa/r of Rae gmd&d oil bcant disturbed omas and other permanently stob/hzed arenas 4 During the period of construct/on, a// disturbed amvs of the construction activity that hove not been pdrmandnt/y staMMOd, structural contra/ measures, /ocotoons where veh/e%s enter or exit the slid, and o// erosion and sediment control measures shall be Inspected at least immediatel after each rainstorm woth a ra/nfa// total of one-half Inch or greater, and at least doily during a major storm event or during o parood of pronged ra/nfo/i ACClimliiateo deposits or seoimenr aZ/0 It shall be penodoca//y Aw7oved from the apstemm sode of the ems/on and sedomdnt control chucks, and upon dstob//shment of permanent seed/ng and mulch/ng. Such materials removed shall be oncorpomted onto the ongoing earth won* and/or mmoved fmm the wRo/k site. Hoyba/es, silt fencing and other erosion and sediment control measurers sha// be replaced as necessary during the period of constrict/on /n order to manta* compete and Integra/ erosion and sad/meat COW&MI pmtectoon. Al/ erosion and 5Vd1M nt contra/ fa+c///ties and measures ores to remaon /n place and in proper functioning condi"tibn, and b& coni/nuousiy mainioined unto/ a// disturbed areas upgmd/ent of Salo foci//toes ore pennanentty stabo/ozud. F011OW17g such permanent s476111206017, the foci//ties sho// be dismantled, removed and disposed of /n on approved manner 5. Mlienr de-waterong operations ore necessary /n order to perform the requ/md work though ecrologica//y sensltlT v arras, water pumped frnm the exea►7f/oa and other poor/y drained arras shall be fare from silt and shall be discharged to t&mporary sedimen�/st//ling basins prior to MIMS& to watercourses, drainage ditches or wetlands arms As a minimum, discharge water shall be directed MWards securely insto/%d hoybo% erosion and seelmentatran check dams or other acceptable sediment trapping muosuress, prior to entering any watercourses, drainage ditch, or wetlands atm. Spec/fic dewotering pirac &/Vs and methods ore descabed e/sewhem on this sheet. 6. Hale Realty, LLC, 275 New State Rood, Manchester CT 06040,, T&/&phone (860� 647-.9798, or Its des/grated ogener shall be POISOna//y respons/b/e for the implementofion of this erosion and sediment c»ntm/ pion and enforcing the prescrib&d erosion and sediment contra/ safdguaros during Me consttuctran period. 7h/s respons/b///ty Includes the /nS1a11a /On and ma/ntenonce of cvntro/ meosurVS throughout the construction period, informing a// parties alwaged on the construction site of the r&quirzrments and ob OOMYOs of the plan, n0ti*h7q the prnoer Town ogdncoes and offfcio/s of any transfer of this IVSPOns/b///ty, and conM .9 a coo. of the &eras/on and sad/event contra/ pion /f the title to the land /s tronsfelmd EROSION AND SEDIA,IENT CONTROL SEQUENCE & INSPECTION CHECKLIST FOR LOT DEl/EL OPMENT PRUIECT NAME CbnstitUtion Land/ng PAUVECT LOC4T/ON.• East of Nutmeg Road South and south of Govemors Highway, South Xndsor, Connect/cut PRCi/ECT DESCR/PIIAN Nine (9� lot Indust W Resubd/vys/on, with constrrrct/on of two (2) permanent cu/s-de-sac on &xost/ng madwoys, constriction of storm water conveyance and detention foci//ties, constriction of a rMMIUt/on wetland orVa, and placarn&nt of R// on four (4) of the proposed lots 70M RAIWECT ARM- 40.2 f Acres ESMAIATED STARLING a47E. Spring, 2000 ES77%M7FD GYa1/PLE770YV a4TE.• _ f'a//, 2" RESPONSIBLE DV777Y M71& Realty, LLC 275 New Slate Road Manchester CT 060WO BY Messier & Associates, Inc. 288 Moon Street Manchester, CT 06040 Raymond F Nelson, ✓r., P.E. Telephone (860,,�6f6-6O13 INSTALLATION SEOUENCE & CHECKLIST iFQW L92S/ON �!• SEGYME7VT CZOWW2 MEASURES 1a4ILr MEASURES INSTALLED 1drlI & _pf /Nsrai/F7Q MEASURES 1N1274LS OF P br �� INSTALL SEGYMENT 10OM MMOE OF QARRID FS /W AREAS V SE F'14fX osw OVAW AREAS O1S7Z1hMV FOR )FOWWAY, 0 7L177ES ST WM GWA/N40E FACIUMES & 01WE7? CONSI-AVOWN INSTALL AN77-TR4OA'1AG BEMNN/MG ar- PAO 6VNS7RUC77 )V TEM)99K 4RY ACCESS EAMNCE RY.140 FOR O MAWON FACILITIES 6MS7)?tif 76W INSPECT AND AiWA(M(N APMERE REQU/RED AS NECESS•AIPY ALL fAIMON d• SEDIMENT COAgROL MEASURES; REMOW ACCUMULATED SMAoffW )7FW BEH/NO Mn74LE AND S/LT FDVCE MRR/ERS CONS7RUCT NECE.i54RY NVERE RED IMP 7FMMR4RY O1VEA5771aV BERMS AND SNALOS FOR ORAIM4GE CONTROL OMAN ' AVUG// GRAGYNG ORM4TIONS STRIP AND STOMP/LE ROWWAr, WZ17Y ropsO/L A?FLW AND OE7 AMV Rp40WAY, 6177L/TY AND FAOIL177, S #tW LF7ENI7ON FAOIL/T7ES AREAS #MW AREAS; PLACE SEGYMENT BARRIERS AROUND S71a AMES et STAB/L/ZE PILES INSTALL SEDIMENT AS Sh *V ON PLANS BARRIERS AT B F O!F" SLOPES FOR PROPOSED IWLS & AT GYJTIFR "IM AT E v1 Cv� TEMPORARILY STAB//ZE Rg40WA1; UTIL/7Y, OS77IRSEO AREAS MMA012W FAC/L/77ES AF7FR ROUGH G)PAOYIW ANO OPIER WORK AREAS INSTALL AGI VIM 1W #HERE REWIRED ERIOSKON & SELYME/VT C2OMML MEASURES AS REQU/RED INSPECT AMP A6MAIN WHERE REQU/RED AS NECESSARY ALL ffimlO/V & SEDIMENT CONTRIOL MEASURES,• REdi W ACMIMIAMMV SEDIMENT F7?W BEHIND /0YBALE & S/LT FENCE QWRMW INSTALL SEGYMENT EACH NEW C M11 B4S/N E74RR/ER AT EACH NEW C47CH B4S/N AS /T IS CIOMPL= P9FMWEA09ZY STABILIZE MIERE MCMIRED M0111Roru AREAS INSPECT AND MVA07o /N M9VERE RMWIRED AS NECESSARY ALL OAMW et SEMMENT CtOYVTROL MEASURES;• REAL kF A6i;'UMUL47FD SEDIMENT /7F6W BEHIND f>;4yau- & S/LT fFNCE -- MOW DESCR/PlK.iN EAVSUV & , 'O/,yam CONTRYX MEASURES 100 Adis MEASURES /NSTA//FO 1MLIb1LS Ay INSTALLER - MEASURES' BE�2(�Q INITIALS 6F $� / REA�tDNNG RE-ESTABLISH SEDIMENT EACH Nf#1 CATCH BARRIER AT EACH NEW M4S/N C47CII BASIN AFTER B/NOER COURSE PA"fNT /S PLACED PLACE 727PSOIL ANO ~WAY AM OTHER EsuguSFI PERMANENT O/S77IRBED AND 1/EGETAM- OMER fOR SURROUND/NO AREAS ALL COT AND FILL SLOPESFOR MWWAY AND F6W ALL OIHOR D/S771RBED AREAS INSPECT ANO 4WNTA/N MEW REOU/R V AS NECESSARY ALL EAVS/ON et SEDIMENT CONTROL MEASURES,• RENOW AMIA(1- 47ED SMIMENT A?FL / BEHINO MY84LE AND SILT FENCE M4RR/ERS A44/NTA/N AM REPAIR IYNERE REOU/RED ALL AFSMSILIZED AREAS UN77L PERMANENT kFGETA7IYF OOkVF /S CYWPLEM IV ESTABLISHED AND SELF-SUSTAINING REMOW AND O1SPOSE ENTIRE S117F OF 7FMPlODPARY SMMENT Ci AO OL 84RRIMS' AM bYSPO.SE OF AM-IMULATED SEO/MENT CHECKLIST FOR MAINTENANCE OF YZA- SURFS LOr.0477GW AL4/NT�%YANCE OESCRYP710N L747F G1F AL4/NIE7{IWCE /NhMS OF RESPoNS/BLE PERSON ANTI-IR40M/NG REMOW ACCUM1647ED PAO SEDIMENT AND MVIV74IN S70ME SEVIVENT INSPECT REGYILAR[ r ANO BgRR/ERS bUAYNG ANO Af7FR RAW STORMS REPAIR OR REPLACE A5' REQU/RED REMOYE AND LU.SPOSE OF AMMMMUM7 SEDIMENT ",0 OEDR/S C47011 84SIS REPAIR AND RER40E AS PA FOMN REQUIRED RE MOW AND D/SMSE OF ACrl1At 47FD SE, OW W ANO DEBRIS EAWRE S17F MVIVTA/N 7EMPOM Y k;FOETATAF AND 0771f)? MEASURES' AS REDU/RED AeW/NTA/N ALL P9AWWENIZ Y STABILIZED AREAS UNTIL SECURE Al?n /F/'T n.4 TFS' Them ore two constr.+ctron operations proposed os port of the work to be performed on this p1Vjac4 which may mquonr dewaater/nq opelatrons to maintain a dry work ama. To minimize the need for aewate/ing and possible impact on the wet/onds and surroundnq natum/ /rrsoillres, the work in these areas shall be scheduled and performed /n the warm weather summer months during 0 period when dry weather Is onticipoted, and when the groundwater table and surface water flows can be expected to be at their seasonal minimums R dewotering is nonethe/sass Wuired, the fa//owing ar? the recommended dewoterrng and ossxioted construction pnXVdurVs, which should be followed for each of the subject won* arenas (>� Box Culvert Instal/at/on /n Orr/nag& O/tch for Orr►arwoy and Ut///ty Corridor to Lot 5.- Instal/ a sandbag dam ocrraSs the drainage dutch upstream and downstrwIn of the eu/vert /nsta/latron Aociat/ion, and provide temporary bypass pumping, around the won* area, of any water flowing on the drninoy& dlYch. The pump discharge should be ditected Info the ditch b&/ow the downstream sandbag dam. Instal/ a temporary stone hlter check dam across the ditch 20 feet downstnwm of the point of the bypass pump discharge. Fo/low/ng the /nstollat/on of the bar culvart and associated Bl//ng and restolabon of the disturbed area, the temporary sandbag and stone check dams shall be rermove d (2% Restoration Metlands and Letention Basin No. 2 Construction. These featu/es shall be constructed in a two phos& operation.• 5rst, the stonmwnter detention area shall be constructed, then the restoration wetlands shall be constructed. There is an exost/ng, previously excavated, dry ditch on proposed Lot 9, southwest of the proposed mstorotron wetlands area 7h/s ditch, and on adjacent berm located just south of 14 which was apparently cleated by the material excavated from the dutch, runs in a northwest -southwest oiect/on across most of the width of the proposed Lot 9. This dttch shall be used as an in5/Y1VbOn/s&dimentotion basin for settling and d/sposa/ of water removVd from exco+rotion work artras The procadur:r for construction of the stonwwater detention and /eWOMYon wetlands arenas, and dewot&ring pmeadure /n this area, shall be as follows The first step to be undertaken for the construction of the stOrmwater detention basin shall be the /n/t/a/ excovat/on at the w&stem end of the basin, and construction of the outlet structcire and the first port/on of the low 19ow rrpmp channel. Sp&c/f/c steps to b& taken shall Include the follow/ng. 1. Prepare the ex/sting ditch to race/vr dewatering d/scharge from the work alms by rrsmowng any occumu/oted myetat/on and debris from the bottom of the ditch, shop/ng the bottom of the ditch to a uniform wioYh and leeland constructing a berm of equal height to the ex/st/ny helm around the remo/nder of the ditch. A nprap stone check dam with o hoybale corer shall be /nsta/led /n the berm of the eostem end of the ditch, to wive as an orerf/ow from the ditch. The crest of the check dam shall be 12 Inches below the top of the berm. 2 Cm+ate o Swale from the omrfbw check dam at the end of the ditch to the ex/st/ng Swale located along the pavement edge to the east of the ditch. Instal/ on add/tIona/ stone check dam on the ex/sting Swale just south of wetland flag /w.f. 4-1. 9 Place a 2-foot high temporary ripmp berm across the ex/sting dra/rage ditch, just apsheam of the proposed outlet structum /ocabon, as shown on the drawing. 4 Instal/ anti-track/ng pod, where /nd/cated on the draw/ng, for construction access to the work area: 5. Instal/ o sandbag dam across the ex/sting dmonage dttch upstream of the work aura, and &stab//sh bypass pump/ng of any water flowing /n the drrnbage ditch to a coomment nearby catch basin /n Nutmeg Road South. 6. Instal/ a su/tab/e plug or dam, as oppmved by the Town of South Mndsor, In the junct/on chamber /n Nutmeg Road South, at the outlet end of the ex/st/ng cilAv t from the detention basin arm. 7. Clear and grub the won* ate+o, and rrrmove and stockpile any topso/% The stockpile shall be located east of and owVy from the won* area B. Perform excavot/on and other construction act1wYYes /n the won* areao Any water nsmova/ from the work area shall be pumped to the preroarad /nfi/tmtion/svd/mentation dttch described above. The excavated soul shall be transported to proposed Lots 4, 5, 6 and 7, whdm it w/// be placed and graded on the exosbng ground surface. After the /n/t/a/ section of the stOrmwoter detention area IS completed, /nc/ud/ng trrstabil/zat/on of s/de slopes and other areas a sturbed by the won(; o second tempomry rrpmp berm — _ A. ,--- � t----�. -, A-.�... A.-- A&- .4--A.— .in i nanvt v/Ot vn of flew sha// be constructed across the w/din of me detest/on has/n, UpS1rVOM Or Cne p%8Y70!%sy p/oGdr/ Cal//,(/r/ M.", %/p%(/p �///h as s,/vPri/ W1 C"/ v, v—,y, v„v of the detest/on basin shall occur This shall Include construction of the dal -them berm, wh/eh w/// separate the detention boson from the mstotabon wetlands area. The work shall follow the same ,orracediire as described for the 171bal phase of the won* Any necessary dewotering shall be performed on the same manner as described above= The sandbag dam across the exostong swa/e shall be movesd to a convenient point upstream of the new work area, and the bypass pu/npong nrdorected to another neorby ex/stony catch boson on Nutmeg Rood South. Water removed from the octave work area shall continue to b& pumped to the onfi/tmt/on/sadomentotlon dutch. Folow/ng the eo/np/ebon of the stormwoter detention boson, the mstomtion wet/ands area shall be constructed, generally fo/%wo q the prracedums described above for the detention basin construction, w/th the exception that sandhog dams sho// be p/aced acrrass the &,resting dil�ches just downstresom of the existing twos 42-Inch RCP's and the Swale entering the work omb filar the south, and the bypass pump/ng dscho/ge shall be ol'Imted to the low flow channel in the completed detention boson, after Rest INMOW17g the previously placed downstm+am sandbag dams and the plug on the junction chomber on Nutmeg Road South. 7h& /nr/tmtron/sedomentatoon ditch shall be monitored resgWarly throughout its use, and any sediment buolodup shall be pen'odoca//y removed when of affects the proper operation of the settlong and inR/t1vMw7 cgoo&1oty of the dutch. Fo/%wing the comp/etoon of the Ivsiomtion wet/ands area, the ihM1v Ion/sedum&ntatoon ditch and surrounding berm shall be regraded to match the surrounding existing ground, the antitracking pad construct/on entrance shall be mmoved, and the temporary riprap berms shall be removed from the detention boson. These areas shall then be pmporerd and vsved&d woth the iliortheost Up/and Notove/Notum//zed" seed max specofied elsewhere on thus sheet. Prior to commencing wo/k on either of the arenas described above, the sate c oatroctor shall suWnot to The Town of South endsar Engonear, for rervrew and concurrence, a dWa//ed descroot/on of the &xact construction and dewoter/nq procedures that air proposed to accomplish thus won*, one/ual'hg expected time schedules and a contingency p/an for dea/ong woth unexpected monstorms or other sogIvAcant m/nfa// events whoch may occur whole the work os undenmy. I I I I I i A J r h 32.5' 65'-0' RIGHT OF WAY c31 VAPjfS 1/4'il' 4' TOPSOIL & J SEED 6' PROCESSED TRAPROCK BASE (COMPACTED) MEET GRADATION MMOI-1- 6' MIN. BAN( RUN GRAVEL SUBBASE OVER PREPARED SUBGRNDE (COMPACTED) MEET GRADATION OF M2.06 GRADING B 32,5' 15' 17.5' Eaj6,rhW SUW CUT AND SEAL "AT AN1H moo OY,Nr A/ 04.Of R0EA&W F 2(C:W84C7ED aASS 2 81TUA061AV /S 7' GYalA�i1C1F0 PRq^ESSED CGi4(^RE7E SUiP1�ACE GL'Yii4SE (f71P ANTCN EA'/S7744 ; /F 6REA7FR-) V 04 H o K B -V - 005.01 6' (6'6WRAC7F0) PROff_ SMD GRAVEL SZ1B4SE OFR OYA4/PAC7ED SUBISR 0i_ 12" 12" (TAPEACH B46 47LL) A/.02 - C uac B �)�. (ORPfir% s'ED 1R4PRYX,K) D� OF 1�- PLICATIIIN _� 7REACN W,07H V 1. ALL S4W CUT AND SEALED XXA7S• 70 � E17HZW PAR4UEL W7H OR PEJPPENDKY/LAR GRADE 3/8' 1' s>T• �° 1/4' 1' C IPi°YFbVEO B4CKf7LL PLACED I AND 6WRAC7ED /N 12" LIYFRS 71g Tt/f CENTERL/NE OF IHE P/P!� — / 2,l 14S SOIL & k-,�y SEF 7YPM.AL (p5' AS OTHE7?1�7SE APPFOt�FJ v0VSEC7,IGYy AV STONE LARGER 7X4N J 2. ALL A[4TERGILS ARE T17 A/EET f7�YPA/ B14A AS AA/ENDED s' 1-1/2' BITUMINOUS CONCRETE CLASS 2 GRASS STRIP v SURFACE COURSE (COMPACTED) AND 1-1/2' BITUMINOUS CONCRETE CLASS 1 RESERVED FOR HYDRANTS, ry�Q,�p )ZW9 )Wy PAVEMENT REPAIR DETAIL 4' I -BEAM C9.5 LBS./FT> BINDER COURSE (COMPACTED) POLES, ETC, FOR LOCAL ROADS IF PAVING IS DONE AST T17 ,.LE AFTER OCT 15 OR BEFORE APRIL 15 2. OF BINDER COURSE SHALL BE PLACED. Ar DIMENSIONS DIA. A B C D E F R-1 R-2 12, 4' 2'-0' 6'-0 3/8 6'-0 3/8 2'-0' F-7 15/16' 1'-0 1/4' 9' 15' 6' 2'-3' T-10' 6'-1' 2'-6' 2'-0 5/16' 1'-0 112' 11' 18, 9' 2'-3' 3'-10, 6'-1' T-0' 2'-5' 1'-3 1/2' 1'-0' 24' 9 112' T-7 112' 2'-6' 6'-1 112' 4'-0' 2'-9 3/16' 1'-4 13/16 F-2' 30' 1'-0' 4'-6' 1 1'-7 3/4' 6'-1 3/4' 5'-0' 3'-1' 1'-6 112' F-T 36' 1'-3` 5'-3' 2'-10 3/4 8'-1 3/4' 6'-0' T-11 13/16' 2'-0 5/16 1'-8' 42' 1'-9'1 5'-3' 1 2'-11' 1 8'-2' 1 6'-6' 1 4'-5 7/8' 2'-3 1/2' 11-10, 48' 2'-0' 1 6'-0' 1 2'-2' 8'-2' 1 7'-0' 1 4'-8 112' 2'- 4 1/2' 1'-10' V - I T PLAN D i C i B fyg�i11�„;Nl F SECTION Y—Y A STD. M.H. FRAME & COVER El/STINf; S4W 007 AND SEAL ✓DINT PAVEMENT 077i/ TACK CO2AT M 04.01 1' OR 1 1/2" 11-wp4CTED) - - ,'• 111 ?Z 2' OR 1 1/?" (LCtI/PAC7ED) - CLASS' 2 BL7UA/1NOUS 06WfEiT SURFACE COI'/RSE- A o OyASS 1 2 B7UMA 7ER .04 E7f'LSnNG /F GREA1Fh A/04 a COACR17F BMAVER Oi7YJRSE (OR ANIz'H ExrsnNt,; /F t;yPFATER) M04 6' (G1:NA�ACIE7J) RfiVa-SSEO TR4ArftxW BASE - MLZ5.01 12 ` 12 HEA;HT L7F BAFFZE EYFN O97H CENIER OF O'/11ET P/PE 6" (COMPACTED) PROCESSED CR4VEL NOTES S1154SE OkER C0A1P,4C7F0 SL/brRALOE 7AYA'CII WD7H (TRENCH S4CKF7LL) A/.02-GR4a4777W B VAR/ES 1. ALL SAW CUT AND SEN-0 (OR PROCESS£O 7R,4PRO ff) ( I .A:1N7S TO BE E11HER PARALLEL SEE 7YAC& O77H OR PERPENDICULAR rO N SEL7161'I IHE CENIFRIlVE OF 7HE P/PE. 2- PAMO AS REOU/RED BY THE TOiYN/C/TY/STATE B�--� STD. M,H, FRAME / & COVER 2. ALL A0)FAWS ARE TO MEET FOORV 814.E AS AMENLE'D 8" e' 1 9' AY-ANOMENT PAVEMENT REPAIR DETAIL SECTION A - A AM iD Sr" 15' V/N/MUM G47F VAL k,- (OPEN AS PER MOC S7AA%XAV cn9 TOWN) 2-J/4" IHRE40£O htgLZS I A/✓. ENDS, /Y7Th' APPRtgIuED I #Y/W EY£6YJL I'S & NU7S G47E BOW COM/PLE7E CAR RETA/N_AW GLANDS CL/T PIECE OF CUT G4,5'KETER T 50 WA #ILL 6RWN FROW 4,101 I. PIPE STANDPIPE TO SURFACE SET SrREW D. /. P/PE CLA55 54 ROVE 70 �(10' A//N. LENGTH) 70 FT. L6t5' 4l4.Y. DIA. + 1' GVRA/N PYICKET 42' POURED CONCRETE CUTOFF WALL M N. l8' OR PRE CAST SLAB, A/7N. LEAG'7H ANCHORED TO CULVERT END A 6F CUT PIPE M../I+'ETAAVN GLANDS �84.4 /ktgN INC" SER/ES 1200 OUCnLE RlIRCW 12OR 8' X 4' REDUCER ON ALL ., � OS SECTION X — X END VIEW '-g0-1/4 ✓. BEND NOIF THLS M0#'_0F7 M SE NOTES, USED WH£NEkER IT /S POSSIBLE 7X47- AKIN A&r BE JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIGOT EXTENDED IN THE 1717URZ, AS REQUIRED TO CONFORM TO PIPE, Ar TY1OMW — O.L BLOW- Orr WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS, MEN FULL MVN SIZE GAAF M 8F STRUCTURE SHALL BE PLACED ON EXISTING SUITABLE COMPACTED AVr 70 5V4LE MATERIAL ❑R 12' GRAVEL BASE. /+/��//►p�� /gyTO CONFORM TO G�V/w(iITG /G CUL a• R W 4L4NUFA07URER S Aar 70 SULE SPEC/f7CAT/ONS BREAK AWAY FLANGE TO 9E 2't ! f ABOVE APPRO0 HYDRANT- 17NISH£D GRADE TO BE x/OELLER CENTURION" OR EQUAL NOZZLE CAP CHAIN BREAK AWAY cZ4NOE 694aF 70 PAVROSEO C.WAF 70 PiVP0VMV CURB CaVTOURS S.HOIhV ON At" CO7AgV60P5' SAVW OY I'mRQ40 SURFACE \ GROUND UNE CONCREIZ" COLLAR �` 6 _0" 12 " TYPE vAL V£ BOX \ - O 7 f ASPHALT /MPRECN47E0 6 /7L 7ER FABRIC fFL T ORAPPINC OR £OVAL AROUND STONE' FOR 19EPIH OF BURY SEE i M � P/AN ,G SPFr/f7(.lT/I.LVS 18" 6' RE51L/ENT Ofwi- 647F l'AL VE I FABRIC AROUND 1/17FR 4 x J/4 CRUSHED STONE, HONE, >77777=11 J-- WAY PEE ' � � � � 6' ABOVE ORA/N A0n 12' DOrW.A7fD R/PRAP P77l O CONNECT10 N O " HYDRANT ORA/N OPEN/NC WATER MAIN � � LOW ROW F&07' QV44ftZ 18" ZFP7H 6F 6WRAC71D GRAVEZ 47LZ (A�✓) ; ; - UNO/STURBEO EARTROW AMgr M Sr"6 LEVFZED AND COMPACW I647ZIR4L EARTH " OL/C77LE /ROW -- PROVIDE J/4 /NCH CRUSHED PIPE, MIN. 18- LONG STONE DRAIN POCKET (12 CU. FT VINIVUM) J fT 6 " 0.L RE74140NC CIANOS ON ALL N O/A. P/PE, CUT TO M✓ f7777NCS LENGTH REOU/REO FIRE HYDRANT /NSTALLAT/ON DETAIL /— I T A00' /V MAZE _ _/ EXLSPA4; Af Y 48 AVP CONCRETE BASE AND BL OCAW67 MATER/AL SHALL NOT BLOCK OR OBSTRUCT HYORANT ORA/N. 10 LF - 76' x 4B' RCP ALL �YATER MAIN AND HYDRANT GATES ARE TO OPEN LEFT /F 1%AL t/E BOX /S NOT /N PAVED AREA PROVOZ_ CONCRETE, is H/GH METAL 1r;WaWZ/N19 HYDRANT TEc- COLLAR SHALL 8E RESTRAINED BY` MEGAL UG GLANDS. I �0.75, --� 1-075, �-0.75' 114.Og' 76 X 48' ArR fZ - 64.4 PR}gV1G1E 15 RE/NF09aAG EXTEND RE'1*16K W6 B4RS BAR 0.5' AbOW W7R fmP /8 GY4 f10LE, FL = 64.4 TO 7R451/ 6VZLIV7701V 34R (7)"P-) 7RASH CIXZEC776W 2"MIN 70P OF HEAOAVAU - 69.7 —0.70' cokrR O 12 70P iV Aif7R = 69.0 f/GWLZONTAL 94RS - /J O.0..- - VfRW.V 94RS - /J O 18" O.C. 4.80' MIN. LAP OF kERT. 8445 - 12" l IJ B0t9 O 12' O.0 - 0.75' IJ B4RS O 18' O. C. fJ 84RS O 18' O.C. .%5' .Y 1.0' FGYJN17d DETENTION BASIN OUTLET STRUCTURE DETAIL NOT 70 SCALE LAYER OF - GEOTE.YT/LE tIGI WSMEW PMV CONSTRUCTION JOINT -SEALED WITH 1' DIA. BUTYL RUBBER OR EQUIVALENT ADJUST TO GRADE WITH MAX. OF TWO r COURSES CONC. BRICK /� r1 a a •tom s COMPACTED ROAD BASE PER 70K/N/CM1S7ATE REOU/REMENTS COMPACTED SUB BASE PER TOWN/C/TY/STATE REQU/REMENTS AP101?0 ,0 BACKF/LL — MATERIAL COMPACTED PER 70011V/C/7Y/STATE REQU/REMENTS UT/L/7Y /DENT/F/CAT/ON TAPE L�1 W RAWA&WT •S L44fLRSYAP/AC C /.D. f 2' J' A//N/A/ZIV t) IYARNIAC TA 7t7 AAX. 24' � Q AAD L:Lit/PAL; (OR AS O7HL 2 A49 S76WE 1 ., -.1. S4N0 BEZU Y C WPAC7E0 $�`b ��2-0. �o 0�5 �� �bo �0 4�0 � APPR0t7E0 BANK RUN GRAVEL - COMPACTED /N 6 INCH L/FTS TO 2 FEET ABOtof- TOP OF PIPE 6ZZal.V oN SOrA&E 44MIF MVERUL OR J/4" LW tFHED S7GWE aFWh C 144M??YV /N RGe)Y EXCAYA717W OR /N UNSL//TABLE" A[47ER[4L AS A441�C7fD BY THE E7VG/NEcTR A07ER64L SHALL A/EEr o.0..7. 0..O2o1.1 M/N. MIN. 1 FLAP J/4" STDW. INS/DE B4CKf71L 70 CEi (7ERLINE CI'" P1,C)" 1ATIOVT OWN ZNW A Z *77lnZAT Lao TYPIC�4L #4)Z�R AWN TRIWII XTAIL CPP PIPE Mgr 70 MALE ATYPICAL STORAII ORRIN T65 TRENCH DETAIL NOT 70 Sr" B" 7' 2 0' 6" 4' TOPSOIL & SEED SECTION B-B FINISH BIT. BIT. CONC. B----ROAD BASE TYPE 'K2' BIT CURB o oa NOTES, NOTFSi I 44e Ab 1, BAFFLE CONSTRUCTION TO BE OF CAST MATERIAL WITH THRU HOLES AT OUTLET 1. TACK COAT TO BE APPLIED Bagom 41� FLOWLINE, OR MORTARED CEMENT BLOCKS WITH WEEP HOLES AT OUTLET FLOW PRIOR TO CURB PLACEMENT AS ogLINE. REQUIRED BY TOWN. COATING TO BE APPLIED PER CT M7"? = f2.SEE STANDARD DETAIL FOR TYPE 'C'CATCH BASIN FRAME & COVER, CAST IRON M 04.01.1d4, FORM 814 A LJ4Yd'SJ" &? 1VV MANHOLE FRAME & COVER, MISCELLANEOUS MANHOLE DETAILS, AND TYPICAL TRENCH s7zw LA4 QP ka SECTION. bVfl �IHWJ < 177Fi1'%i!'E Tit MUff 3. FIBERGLASS OR PLASTIC STEPS SHALL BE INSTALLED AT 12' VERTICAL INTERVALS FROM 12' LP caw SEClAGW � FCX'Mn47XW (MAX.) BELOW TOP OF FRAME ELEVATION TO 12' (MAX.) ABOVE INSIDE BOTTOM AVr 70 5V" ELEVATION AT EACH ACCESS POINT. (SEE STEP DETAIL, IN MISCELLANOUS MANHOLE DETAILS) ANTI-TRAOMING PAD LAWN STREETS 4, STRUCTURE SHALL MEET HS-20 LOADING CRITERIA. CONSTRUCIO EMP"CE / / CROSS-COUNTRY PAVED AREAS NOT TO .SCALE 5. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. TOPSOIL L SOD OR SEED A SEDIMENTATION STRUCTURE — TYPE 2 7 VT 70 Sr"4 � APPROVED GRANULAR ND4 ORGANIC BACKFILL MATERIAL A. .. • PLACED AND COMPACTED IN 1, ,. . ONE FOOT (I') (MAX.) LIFTS. VARN1iMG TAPE PER COW GENERAL STATUTE SECTION�< 16-345, AS AMENDED, PLACED 12' QQNJ TO 24' (MAX.) ABOVE • TOP OF PIPE, OL - )iANKET 12'�MIK _ K SPECIFIED 112 A PIPE 3/4' BROKEN TRAPROCI( 1/2 D. PIPE FILTER FABRIC 2 r2 r8 =0" TREATED WOOD SUPPORT STAKE -FOR 6'+MIK (SEE NOTE) IREES LESS THAN J- CAL/PER, USE 2 STAKES ON DOUBLE STRAND OF No. 12 OPPOSITE SIDES OF TREE. FOR TREES 9" /N CAUCE NEO' GAL 04NIZE0, p D, CALJPE-R AND GREATER, USE .T STAKES, PLACED AT ANNEALED WIRE; L PIPE 120 AN7ETT'i/ALS AROUND TREE IWIS7E0 TO TIGHTEN 12' SAND Mgry REINFORCED SECTION RUBBER HOSE T NOTES • CREPE PAPER TREE WRAP ` 1. SEE STANDARD DETAIL FOR CLAY STOPS VHERE 6' MIN. NECESSARY PG. VI-46 REMOkE BURLAP & TIES 2. FILTER FABRIC SHALL DE NONVOVEN FROM TOP 1/3 OF ROOT BALL CLASS 2, VITH PERMITTIVITY OF 1' 2'-6' 1' OS TO 0.1 SEC' AND AOS OF SET TREE O/TH TOP OF 0,43 m TO 022m AND SHALL PIPE - IN GROUND VATER ROOT BALL SL/6H7Z1' MEET AASHTD MM-% FINISHEO GRADE 4 " VIN/MIA/ SE7TLE0 DEPTH OFF SHREDDED BARK MULCH ABODE TYPICAL SANITARY SAC/7LR \ TRA'rMG'H SECTI�OYV AVr R9 .SY,,4LE" FIN/SHED GRADr FORAM 6" H/CH EARTH .3 " MAX/MUM (JCL//G#V V/Cff/ 6 — 1� STONE O/ IAIWAGE S`YALE CHECK DAM DETAIL N. T.S. lBERM AROUND PERIMETER OF PLANTING HOLE Pasts--- 1.) Sposts and Fabnet fblH7 c • UNO/STURBEO SUBGRADE excowte o 6 :r6' 2. ) AHoch Filler set past fabric PREPARED PLANTING MIXTURE- 'n /e f0' upslope for downs/o extend �o trench. --10' M/N/MUM BEYOND EACH S/DE stobili(v and OF ROOT BALL dr 4 " MINIMUM self cleaning. �+ BELOW ROOT BALL 1O0 CIRCULAR 12''m in. � I I- - EXC.4YATION I _ - IW� O TIMES DIAMETER OF ROOT 84ZL trench and compact the excavated soil. STIPEET TREE PLANTING DETAIL compacted NOT TO SCALE Backe// INSTALL AWH 6VZ PEWT 80770M 6" V1N/MUM BELOW B19770A/ OF fXIS77AV LM WA4IGE A CH FILL AU7E"RAL Ph�OotgSEO AS fZ7W1RED- f7NT11E0 M/N/MUM 1 FOOT GRALk� � OYIA/PAC7FD DE"PIH 16"I 8•-0" 161 STANQARD SIL T FENCE NOT 70 SCALE H'S�EGAST LY.WCREIE bm' CULVERT SE076W M/N/MUA/ LbACRETE STRENGTH 504V PS/ O 28 L34YS R£/AF0Arh C PER AS7M A515 GRAD' 60 DE.'5/6W LQ401AV PER A57M 076.916d50 AASHTO NS20 7/ 8' CrWPAC7FO N47) £ 54N9 OR SWDY SOIL, OR 6' VIN/Mt/M C 0io0'ACW7 DEP7H CK 8EW1A10 AN)FRAL 001Vf iW1AV 70 SECAON A10801-21 OF CONNEC77C&T ,007 fV" 8144 BOX CUL PERT CROSS SECTION A('JT 70 SCALE T RE410W BURLAP FRO& &4- 1/J OF BOLL f7NLSHEO GR4L7E- J" #L' W VULCH G�OM/PAC7F0 TOPSOIL AND SU6i;Ri4DE 464NURE ,Sf>44�8 �arn/ir%1ia�: aET/�a Mgr 70 Sr.&C !L7AW OR ;SEE PLANS) aE-PLACE ANN. 12" ABOVE 7%ie A� PIPE 34CKf7LL PYACED fD /N 12' LAYERS "IS-- AT99W�q) P 71iIW Afirr J U' ALACED AND /N 6' LAYERS LAFrYnW 7AOW WRW -Vi&Z 9.7 VZ 05 2x4 wooden stokes driven min. of 12' into the ground Fitter Fabric tucked 6-12' 't d RECYJ/RED OPEN/NGS' ^ WATER ❑ ❑ RN/S•HED GRADE \ APPROVFD DIYYFR G47E bVA' 70P S£C7kw G47E kAIL DUCALE IRO WA)ER A(4/N (cLASs ) rn o gro e +f}1 wooden lateral cross braces as needed f _ Flow flow +* +tb 1b r _ Catch Basin see Fi<AVC'E hurrAuAmw AT rAmy A34sw stoke straw ba/e 1.) Excavate o binding 2.) Place and stoke WIDTH OF trench 4' wire or straw bo%s two BOLE deep the twine stokes per balewidth of o straw bale. TRENCH J) wedge /Dose 4) Sockfill and compact straw between the excavated soil as ba/es to create compoctod shown on the uphill a continuous bocRf/ side of the banner barrier. to prevent piping. PZAN Packed straw JAI P4 - PLAN r- - ' NEW B07TOM OF DRAINAGE WAY — A A —B Elevation: Points A should be higher than Points R... STAKED MY BOLES NOT TO SCALE CATCH 8457N f7LTER FABRIC. `f7L TER FABRIC CATCH 845IN APPROVED OwYER G47C Bl2Y 907T O SEC77gN --,,L_MECN4V9C& ✓O/NT ENLL5' O77H RETAINER ER f " kfwl)m M)F IOU W IN G41F 6nX Mgr 70 AP4LE Storm Sewer Structure AIM` Ally AL AL now now �- Anchor with two 2"x2:rJ' stakes each bole Ak AL ANY BOLE h5CMUA7AW AT cant' B4.gw EAR77/ CW STONE ANCHOR PILE / SU6lSiPAIA'- T\ / NO REAKJVE [:A7CH BASIN GRA7F AND PLACE f7L7FR FABRIC. REPLACE GRATE TAK/NG CARE NOT TO L74A(4GE RL TER FWRI: ANC:f10R *rrH STONE OR EARTH AVE AS 5h40WA ( fX72W FA60W A67ALL477CW 04MY B45YN CR/UF 7)P1'E',AL SEDIMENTATVN CONT?a AT Ci47CN BASIN AV7 10 SL^ALE PIPE SIZE A B C D E F G H WT RIP -RAP IN TONS 15, 10, 7' 1 112' 1' 1' 4 112' 1112, 3' 6 18' 12, 8' 2' 1' 1' 5' 2' 4' 8 21' 13, 9' 2 112, 1 112, 1' 7' 2112, 4 112' 12 24' 17' 10, 2 112' 1 112' 1' 8' 2112' 5 112' 15 30' 20' 13' 3' 2' 2' 9' 3' 6' 22 36' 22' 1 16' 3 1/?' 2' 2' 9 112' 1 3 112' 7' 33 •p. 1 4F?�I EXISTING GRADE GRADE SLWACE SECTION A -A FILT NOTES Tll TEA �ANN: SHALL )!E NIMrt1VEN T•NIS IS A MINIMUM SIZING CLASS ? WTTH PERMITTIVITY OF RIP RAP AND SHALL BE IN ACCORDANCE WITH DOT OR NOT TO SCALE 0 TO L TC-' " AM OF FMCS METHOD &43 m T➢ D22m AND SHALL MEET MSKT. K MD-96 RIPMP ENERGY DISSIPATOR/ NOT 70 SG4LE ei a IW E . ¢, '.. a _ p�•F u C a. a r '�a , ' � i,_ i .�, ;If A x.- .' ;,uY � t; �'^ .L. _ b♦ r+ll'�+' C1,'<.Lt (a1 '':� �-N'• q, i•. i V � . 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T 1�' 3 4 O 4/V OF S'd TN W/NOSUfi' i ?', -� -- t --3-- � 5 _ 3 5_ 1 2 3 2 3 PA; IN"pi _ / ASSES SOf►�S MA/�' �7 - _ ' i PS C RM CC AWi RM RCA CFC MP RM PS VD 1 , f ,. ..�• p _. LOI Ilk I 1.3 , .. - ,..,: I CK Goi 122 % Fy. 239 :- 5 4 - 1 T1 _ I -_ M Y' I6 . 4, . ` �-.. }" ax IV CM CK PA PA MP a'.i g . .L; ► a -'. - 50' LANOSG:APE f . �>, h , ; .17. s4 BUFITR FROM I, 11 5 ' " i t? :. .,. 2 2 3 2 1 1_ -2 NE EM/.4L _ s A Off' i , ; ,- " + ,,: t - . PS ,'_ CK AC I CC PA I PS I 1O - IV �,I,., -� :' '"1� I I _ U " �i 5 CFC - , I ,3 1 1' 'W' `'I ��} 1 +4 ri.. CC w i I. AC CCF ) CA . �, t5 s:x vw c� - r Cj _ M - ,'� �r �� - _�__ - , - - -a 'M, a. W (D T � NII-l+_ j:.1 3 RM ✓ t.y ) 41. , � ";. --� 4-a60 - - - =Ii. RCA "r. 11� • _ I _I k �' 1 CK . - fir: `r 4 . I ��� CK -- 3 ,. 0 :. I 5� �� -- (D -_---- BUFFER LINE 4 1 2 1 3 6 CC-101 -y�,` -- - . (3 -p - - ---,- ,,,a _.--.--1-------* --t r --i _ t" ^ 1 PS f�i X ..� A WI r-----I , , . • � -V4 .-'-----'--- .�L-. , r - � , - ,1 � - LHIV � IV AC VPM / v VD �t'_",. tee' I-..- L -, (a, , i _ - -_ PA AC PS CM + 3 olaj�l k., ro,3 `P3 _,7 ( i - - - -- CK 4 5 5 5 1- - PA PBB 3 1 S SE .Cl,,, '' �♦, �/ :' ; . -- . I .} : �1 �� 1 3 2 1 2 s ` PS RM KLC VT CCF CC 1 --3 CM 4' JF I "", ... ir, fi x w" ?. .0 '�: �. .' '• "; PS CFC CC AC CC HV 1 RCA I 1 �,,. . IF ''..-, II'k. 6rkrs CK r f A {.. 4 '�,� ,r NIs { I ,, 2 CFC 2 t='r: d ,+; 'I , - I . .- .. ! 1 + 1 2 1 1. - , . .. '' I RM RM �,.. ' . 41 h ., Al _..,b, ..L 4t 1 4 a.}'}l Y% Fa.1� �4 _ 1 j'4 -. ' `' -' f 0 „ Al. . IV 1 ,IrA .' �j 1 w wr,, .Vt . OO �' L A I tP1h . . -a j RCA L i '11 �`',e� t � d 1 . - 4 Ir rr,'r'f' HV RM v/ r ,� . '# i • ,Jf ''`�• - I .J•rr'�^' .• •� ,�•A r m _-_ __ i 93`l 1 • �/ r'T ! /Y/. t.� ,. /� �•_ / t, �; D Lr. �I��v',. a .'•t 1�1, I „ - . - / ,,. ' /1 -I ' , C-` C r �' ,7f . - Ir Ya?h , i D , , $. ., *r t � �%.i . b'1 - I I j i 3+ 'L_�f;' c¢ �, ,. , '' L ._ 3 AC G CCF <� �SE,� :UFi'S f1:i,- /. ,, + %- - ,,�. 15. J, ., }� r r.. - 11 � 4 f aw t •:; 'e�.,. �' _ - i(�r �/' r) f . TOT 2 ¢9� r�q. 09 i + �= 1 vet,' h, 1. ♦ .r. 0 t ' ., ,/ `' ;' r . 5C' BUFFS LINE 2 ,� r Ip• .1 . d ,l ,. R h - 1 r I 1, sa r ti _ w i + 11 - o O MP ► ; 'iq' 'tr- - ..I.- r< - FI T'X I \ ) L r %- s ". I -,. , '. ) kl; " .1. � t .,/ - , . . . "' I.1. ,sty 0 I ', - w Ti I L x a+ * . „'''"r' r��'Jrq.:idt L *' `,.s `°' - I a 'ya _ r ,, ,4; ►y�r` I ,a�' p" ;- t r• ' A" .9,",S" "- - .3 + ' 1' ' ,�' • \ \ ., t . ` J TM ''p' �; rf� 1t''� .t P1'ic:* _ q r F w . ;-� • / \ .'1ft _ �+r `,t �R11 t Fy to 1." '� Ftr.'�, y: oq,,. - - +'- .' s . I- y. * 'ter • . ! °' \\\ ;�j...'I 4. . I . I I I I , ;- "I I - I 1. / 1� �� , 3 y� / I., �f't+�•' s yt, I'll. . % .'i, ;L ,1, {{��,, ''" . T` .. . , . - iyr' wx i I' a'I . % ^R tf a tr f ��, 2�> a*. ",- A �. ,.,, r ;.4 t �' etlr ,.. _ � Si?{ It -rF �' / r `L , r ii .r, fi7.rt! ' a' r§k S' ' a' . I, y , I" • ' c L ± .n b l r ; '1 ?�'i i' .: j 1 '� 1' r 1. e fir,, !_, i s. �. � _. , r:Gp i'i i4 - i I iM i� y �r 1 r X. X a u 5 .,.'k r' q. PL1�NT LIST s L ..� � - ; w ,i y S.11 --- -- _ -----_--_-. - ^%. SYM. - - - - -- ---------------- -- ---- - - -- QTY. TECHNICAL NAME COMMON NAME SIZE CUND. 'P.t� c s F owERNNc TREES - ---- _ - --- - - a DECIDUOUS L f �. , < NOTES: ` �; ��• , 41 ♦, � " CREPE PAPER TREE WRAP TO r 'd - a � � , r if ' �r ♦ " : AG Ib AMELANGHIER GANADEN515 R : ^ :: 5HADBLOW b'-7 HT. MIN. Bd B i ;�--- , i,,'s ,� . � ;1' r I. SELECTIVE GUTTING OF AND INTERPLANTING WITH EXISTING E5TABL15HE0 / 5EGOND BRANCHING ° ` . t r:7 4^°}�"}I GG II GERGIS GANADEN515 gv, EASTERN REDBUD 6'-�' HT. MIN. Bd B k VEGETATION WITHIN THE BUFFER WILL BE REQUIRED. THE FULL BUFFEfZ I -- : t *i f A `�: GGF 4 GERG15 GANADENalS 'FOREST PANSY' " #'`'. "''FOREST PANSY REDBUD 5'-b' HT. MIN. BdB . ' PLANTING A5 DE5tGNED, OR AN APPROVED EOUIVALENT BUFFER, MU5T �---- REMOVE BURLAP, WIRE BASKET _� "? ^,' } tip, ,r•I �� , - •, 'Al JIV.,°.' CFC, 1-1 C,(R � FLORIDA 'CH9RD E DRAVE' GHEROKEE BRAVE FLOWERING DOGWOOD 7'-8' HT. MIN. B45 L�,�, BE INSTALLED WHEN THE INDIVIDUAL 51TE5 ARE DEVELOPED. EXISTING s/ ✓ % AND TIES FROM TOP AND SIDES f ',.), , r Wv, ,lss f.K 10 GORNUS KOUSA H. '� 7'-b' HT. MIN. Bs B , . !' `,,1. r•, "o y KA pQGWOOD TREES TO BE GUT IN THE BUFFER AREA MUST BE FLAGGED IN THE FiEI�D OF BALLS FOR BOTH TREES rr.. , I', r' ��'. ' `_ EVERGREEN TRI E5 ' ' F *,I'll «"''� �� sa ;I iN ,a?' } a ,r' ' AND APPROVED 15Y THE TOWN OF SOUTH WINtOG R STAFF PRIOR TO CUTTING. AND SHRUBS s x t ;-'1 ", `� I. '. s:: '` xi, kaN. -@' HT. MIN, BdB r h . !V* ,r rR �! 4 N, ,p PA Ib PICEA ABIES ',,� R ,.: NQRWAY SPRUCE 7' %a�a ,, r �y y R,�- r � y-� , , _ I I/2 MULCH DEPTH . P 05 55 PINU5 5TR0 '� ' "''v a�' � '�►t r Whi1TE PINE �'-b' HT. MIN. Bt B RUB BED , 05 � I r, �` N � 'y11 �a .�, TREE d 5H c' , - `W :4 1, ,� gr I� ' _ , 2. THE STREET TREES ALONG NUTMEG ROAD ` TH SMALL BE INTERMIXIED /"�- r «�pfi , r , , 2 '. DECIDUOUS SHRUBS *Md WITH HONEYLOGUST TREES. STREET TREES TYPE AND SPACING MU5T 13E (TAPER TO I/2" •TRUNK) r I F ^�F 7- ' - h I A A EA VISGOSUM 'WESTON INNOGENGI~' WESTON'S INNOCENCE AZALEA 5 GAL. CONT. GON9I5TENT WITH EXISTING STREET TREES. - - t;' v, f * r� •!r, �°� ,, °' r : i�. Awl 2 z L % CAE '1 `;� ALBA ' Tf aIMl "`' VARIEGATED DOGWOOD 3'-4' HT. MIN. B4 B PLANTING MIX (TYP) , ' r + , $ h �� .. 0ro' MAS rx "' .1, j v < GORNELIAN CHERRY DOGWOOD 3' 4' - -- - -- - -- -- --- --- -- ;" R' �� „, „wx.' '. r c,''"a }` . GM 17 GORNUS - HT MIN B d B ------ .- . _ _ L .. `- - -- - _ �_, ` � 5UMMERSPeET11�r d, I THRA ALNlFOL1J4�'' `'a'' ''``,'. 5 GAL1.. , GONT. : V �«;'•_ �� , r 't , '' `<-.1ws;. �.' ..,� 4a#,_,� . GA ! GLE �, ... , .:, I. I . r; �.:: 1..•.*x' ,"" , . ' I! . ..ra .: "' �' We" EG 5 ENKIANTHUS GAMPANULATUS 1.".. REDVEIN ENI�.lANTHUS 24"-30' H T . Merv. o s ., �' - �. +' . as { _ ,� :^ p$S ,„ ;•_ M r i „k ,k , •; .: * v, ,, '• # T. MIN. ; B ----- --- --_--- - -- -._- ---- ' . _ -- ---..- ---- - -- - -- -- -- - --- x,, - s . '',• , :� y r e ., �-, ° k,'. , . ,;,.. NV 5 HAMAMELIS VERNAL15 �. � , VERNAL WITCHHAZEL 4 5 H B --- - ------ - -r. < K. . , a x. : t <, �.' . I MULCH DEPTH M1 - - rE .; • ♦as ,t N, - '�: x RTIGILLATA a' `" t : WINTERBERRY 18 -�4 HT. MIN. Bd B (1jERAL NOTES PLANTWNC: i» 4 a r t / p IV I6 ILEX VE �� Q' '; ,f. :;I "< , „ �; --- - ___- _ - - -- a e';:i t 't ; a , c , -''r i AYBERRY 30 -3b HT. MIN. 11 Bd B �.'', , . t `, � : I A P YLVANIGA r B „' y, GROUND COVER /PERENNIAL BEDS r 'rr a� ,a MP 5 MYR G EN5 :4- t; 1 ; , I ` , . , 't ,:t d ',. _. �.�1 -;, A D VIBURNUM 4-5 HT. MIN BiEi "� •3' <t! VD 5 VIBURNUM DENTATUM �' FpROWY'f00 >:' ° .ly ! �' `,.�' 1. IN ALL SHRUB OE05 TO REGErVE MA55 PLANTING, PROVIDE PINE BARK: MULCH pt5 (t�EEP MULCH OFF CROWNS) _ ` ir; a;,, * , ' a , , 1. y °"'" VPM 3 VIBURNUM TOMENTO�.J^UM 'MART��GGII' ;" = MARIE511 DOUBLEFILE VIBURNUM 5'-6 HT. MIN -., BtB,- ,� `+° DETAILED. ESTABLISH A NEAT, SMOOTH EDGE BCTWEEN MULCH AND LAWN. Bret/ ,„� +A •+, : - +� ,,� :i' t '� �� , ..� - '' s+='s,. .•,l.- :� PLANTING MIX (TYPE I VT 5 YIBVFZNUM TRlLO➢UM ' `�'�" . °�'&:1 , t��r, `r,�, AMERIGAN CRANBERRYQUSH VIBURNUM 4'-5 HT. MIN. BdB al, „ �,�5 ; E ,; 2, AD,JUSTMENT5 IN THE LOCATIONS OF PLANT MATERIALS MAY BE NECESSARY DUE .., i'"i' Rom', '�j;il+`i we I : ,-. .. ._i 'k' :1y�� .r� _p `• .. •k `: .t,��, - '' .. r s . r �a,.> k t,- :, „, _ ,r, . .; , . a , N A B APPROVED BY THE OWNER 5 ;: i�►' ,, , ,,� .a • ii' • : . �. , , . : A s- w` .r,L ,, '�`^� :. r. _ TO LOCATIONS OF UTILITIES. ADJUSTME T5 SN LL E ' I �«_ •-- » - - S -f.:� ,,„ ...,.,r Via, :; .1- }'.I ';. I' �• r`� StJBGRADE 1 k - EVERGREEN SHRUB: F*',, ,s;r� ,.;..�,v, REPRESENTAT►VE. b 1 .:�' v,;-a # MOUNTAIN LAUREL 5 GAL. GONT. t s` ' r KLG 5 KALMIA LATIFOLIA 'CAROUSE '.E,; CAROUSEL f 5 AND SHRUBS SHALL BE ' r r.; I ~- i y s.: tick 1L s-'r TREE H ,i , '.. •�", , * > . 1, A A PANTS iIWN ON THE PLANTING PLAN DIRAWINGS; - ; " ;.�-. ;' ,,; '~ ::` : A ,- NOTE: I a , „.�"y:.«'+•- 24"-30 HT. MIN. GONT. �. -.. , 3. PROVIDE AND INST LL LL L -' PBB a PI ER15 BROUWER 5 BEAUTY i3ROUWERS BEAUTY ANDROMEDA •d.: m "' r 3, ). . : t. ` : - RCA 15 RHODODENDRON GAwTAWBIENSE ALBUM GATAWBIEN5E ALBUM RHODODENDRON 5 GAL• GONT,• r� ,Z I THE OUANTITIE5 IN THE PLANT L15T ARE PROVIDED FOR THE CONTRACTOR'S "-''I e D a 9ry .: , x §:; �y til t:. ,, I 50LE 2" TO 3" ABOVE STING ' 1 I CONVENIENCE ONLY. IF D15GREPANGIES OGGUR, Tt+E DRAWINb PREVAILS OVER THE �- } ,;1. RM 2'7 RHODODENDRON MAXIMUM R05Et�AY RHODODENDRON 3 -4 HT. MIN. i3t B ' ; y,. �'� .a PLANT LIST. AA► I* r '` �� GRADE TO ALLQW FOR SETTLEMENT TOT @ THU.IA OGGIDENTALI5 'TEGHNY' M15510N PLIK=0RVI IP= 5'-b' HT. MIN• BRB � � *�� t I', , ;,':1.L A, W'117-r -----'_--- -- ------ + - t;.W 1-1 THE TENT OF THIS PLAN TO SELECTIVELY PLANT NEW TREES AND SHRUBS TO - _,r , ftvlli NOTE: ITS Nv MAXIMUM NRNG EFFECT WITHOUT CLEARING, CUTTWNC OR DISTURMC Planting D Detail { T �/ . ASSURE A MA SCRIEE EXI*TNNG VEGETATION. PLANT LOCATIONS ON THIS PLAN MAY NEED TO BE AD#ATED Not to Scale PER L FIELD CONDITIONS AND EXISTING VEGETATION. THE ENTIRE PLAN SHALL BE t FIELD STAKED AND !DENTW*D FQK REVIEW BY THE LAiWWw:Ar RCHIE"T rK19.M% '" Ax � c, r�c� 1 v PLANTNNC. a , ROOF � „ 9,t� ' . f G . !_ �, #' ,, yt , E'r:4 � 04, Fyyy ` 1 1 441 r'. _ , x.04 . .F+.u.. I'X+` q i r s }f e4 1 �' , r0r ;T-, .�4 4 0 04 . P. Emw4 E� :z), Q P--4 4 OD r-) w E•-4 U 0 . -<� EOW4 10--� , 0� po I1�!= r V J ',: • I; !mow!, I4 , w 4 } = �T� T ;X4 0 ►4 ""I • ►•md .) 0 N4TE'S► L Thb i Ik M an IF #0 pvpw ly t g u to bS tom! irw ob «r * � h Im ar s�s�I �wws vw ompuli" >tr• -w vow i SHEET NO, I I i'""; • i BUFFER PLANTING 11 ", . ^5 0 "t- )ATE i .q A. 7/ on m Ivor 2000024.00 u q,- t 4 7m 41, , Ax 04 x 0 & 9177 TVsr. 4- OR 4.1 �4 PIT f,,? vii 41 1�1 I ." a. a A-55 .5OR5 1,14,0 41 0�r g I-ev _1 Ji A 2 2 Ps CK CC -A 14 II CFC I PS F A. NOTES: I. 5ELECTIVE GUTTING OF AND INTERPLANTIN6z, WITH EXISTING E5TA5L15HE1:;> VEGETATION WI HI L-1 THE Z?vr-r-t--K WILL BE REQUIRED, THE FULL BUFFER PLANTING A5 DESIGNED, OR AN APPROVED EQUIVALENT BUFFER, MUST BE INSTALLED WHEN THE INDIVIDUAL 51TE5 ARE DEVELOPED. EX15TINO TREES TO BE OUT IN THE BUFFER AREA MUST BE FLAC76,E1;) IN THE FIELD AND APPROVED BY THE TOWN OF SOUTH NIND50R STAFF PRIOR TO GUTTING. 1. :2. THE STREET TREF-5 ALONG NUTMEG ROAD 5OUTH SHALL BE INTERMIXED WITH HONEYLOCU5T TREES. STREET TREES TYPE AND 5FACINcs, MUST BE CON515TENT WITH EX15TINC7 STREET TREES. 71, to" �4. 4 1 t CANOPY TREES. eL 14. EXISTING UNPER5TOR.Y GROWTH. "if PROPOSED EVER6RE!* FLANTIN65/5ELECTIVE INTERFLANTIN& THROUGHOUT EXISTIN67 VEGETATION. F" EXISTING VEGETATION 15 NOT TO BE Dle)TUR5ED PLANTS TO BE LOCATED IN THE FIELD. Ilk PROP05E1P DEG Ij;)IJOU5 TREC5. 7 XV T. 4(0 r" Ai*is pp ,r v J. 4 1 W.. 4, t.. s S '4 17 fE Ak 501 BUFFER O'SIDE YARD 0' rr A 11::Zto Typical inter lanted Buf f er Section A--A1 1"=Ifl' CZ I Val Dl--&tus-- 0 1 two g- log I 115 'mr r 50, 1111�BUFFER LINE / 1 i L&C-i r/ i � I ti Plan View Scale: 1"=40' EX15TIN6 CANOPY TREE5. EXISTINC5, 5ECONDARY GROWTH. 41 lox, EXISTING VEGETATION 15 NOT TO BE C)15TURBED. Lm R 91 -ell T! 4� tt :t . rj 41 IR 4. % #t�1111 `e -, . OF y. I Vj, 4 "� `C' wr ti PROF'05EP UNDER5TORY 4,6r,4.TREES-DECIPUOU5 . uw- v M Tv, :k T, * 141 - �.kt! N 4 1 4il; Z !"IfAl, A 'A IHIS MAP PRODUCED oy OO ()HIG"iWAL INK DRAWING ON POLY FILM Of? LINEN CR3. LLP `-A b,'l HOPMEADOW STREET 414 Cr ubo/o £, - Typical Alternative Buffer Section B--B1 I miff 14 A&M-Iifit Scale: 1"=10' — 5 Yparq Affor Planfina m x4mum _7 i. S. -Amok .... . . .... in D"sw sys )CS CNWm syt C z E-4 4 z 0: z ll *.14 NOM T* 40:= Uift 00 wo"lly of Cn UP I LB,v2 TM.9 BUFFER PLANTING $CAM AS SHOWN 03/17/00 pant No-- 4 000024.00 Ah I �TS 1 I T�. C-Or - L OT ARIA — L OT ARZ;4 � ; w 2.2_995� Ac.-_— I 56 116.t .5. �" � � — - - -- --- �3 • R r -� �I 100, 165z 5.1- 4AJ�.11fiIY I r � .xs' ter. I I #.` ASC � ,�,,rt.�.t�... ,.;tjM.�, w,r.�.,. -_.. . _ _....,�.,p, �.,r _..�,,�"rwr.�ayp�� e-- ep�,v---•y..•-�.,,,,uq�yY.'i!�'j,• _... CONNEC CUT AVENUE I T � '•;• A I I n j''' @ r N .tr !`. p " -CHARTER OAK WAY �1 'TWA . CD) 4r..�� sf/ ' 46'y.yr A.. I r_ f 1 `� i �` Y '+• }„ r r - . yr -� Y'�f f f�` YS ...�.._.._ Z5' R% f I 6 4 i l fl `,�9 !f'• Orr. Ilk r---- p % - I �, „w's+��C,t _ttt Fp_ �! •f��y. tl fVj` - fl.. �!. .{,—�'.Ta1','C•, r „aid. 1 .. �rr�•++��'� �, - �r,� � I '! ..-J. eY 1.. :,acR t �:� !�•} ,r .. �-.'..?.i.., r � �./,� `rj, �;/--1k"'y � j/.�+, /f i� r'. ,@ Ipr tr *�� q. I, .4 - ram/ % F / i /r.'•�y�'. • � �.. Y' S .•Y ' -fir .:r ' ,. ,�'} � `,�� f ,�,,/ �. ,/� / Nit A CL Zi il` b4 •¢ re'i ry� �.• .. '�• Iprf�,..• .�4. �• ry,( - . L—_�i J� _/,�`�• I L\ i �;j"14`"� + I UT ARC A tl f Y •,. ' r.��'.i. ` �� .. �: !' �'v •.sof��-'r`.: � �a SYF'F+.,.• ��alf , ', F ., M�.z. `�I�,,. flj • ,."� .y`�{/, F. � %�A�1 i.,/EL — • �J .,' ..; .e .•�� ,,,r C�,' � ti. -� � �*4e�° f f �:: - Z• ! . , ^ �+Ry 'a _ , Y. S t •{' ,' `.{ 1 i t f 1! 4 y ( I Q 'i titd�g ._•? , rs i 1. YTfV7P tirJ •%:c Y:� 5 t r L rl' tl CT6 = / • r r •, . _ ,y� R. `�r{-r;� •yam ,�p�p�[ .. _ TIrr . .4 sr. r i '� {•.. '�• t t!'i Z+' -Ael" V rw !i ��? 5- ,�• ri%;'�;r(r+� y y ` •:u•-'�+a Rr�14 .>. c,: q;� >>' �d`f��l?' %Yif.i' �"— r ��� �• 7S AR �� '•'� may ,�,tr�,•l� y� .•f'r. - � � ./ '��., [. ,� �...;cr•�p - . 4. a jr f c j { , ��rr.r M ' FRICTION "ARP- REINFORCED RUi31R y •P� :' ��' a.` i 6' HOSE- h' 0 MY) - M-A" AT FIRST!.' PAPLIR TfRF WRY TO , rr ;, • i >� �; , f . f y ,.: 7 asi 1 .:fie ., -,•. ' /� ... �y�//'��/^� �p � � �,j t k:' _ . a� r '4 ,� sis. '1. j k a�� % %) 1r a� •. dip ' /�i,'9i �' , � �j, Fix A ! •'�8 Y ii.��x �'S i t .. .n�►�/v.z✓ iIWAN�IHI1' ' 5 &VY 1619ft, a 12 NRE NEW 6AL.VANIZED ANNALED 5FACAP 120• " • t''i`{`" yy P �,' 1 i' 5 r. x FLAG - FUJOR CENT QK REFLECTIVE 2"X2'YJY TREATED 5TAKE5 SPACED 120' V-O" lEXMOW-D �— REMOVE BURLAP, WIRE 8A9IV:T AND ANOTE: 71 We 6 AMLA 'r^W AI /fly ►Le9 Aif-= LI I i. THE STREET TREES ALONG NUTMEG ROAD 50UTH SHALL BE 2" -3" MULCH DEPTH •TREE -TERMINATE r �4, INTERMIXED WITH HONEYLOG45T TREES. STREET TREES TYPE AND MULCH It" FRCiM TiR4RJK ., - SPAGINSr MUST BE CON515T'ENT WITH EXISTING STREET TREE5. ' • ' PLANTING, MIX (TYPJ t • ur rAL, f t r t r c!' :t rl �- f '� 'y, y •'iF� Y`5J�" C'c r/1 `4 .� �• ♦-„ -i :a f ��i-th y4j •�` IF} �!"; +. ,1.. �� r�p����� w� m�,,�et F, .t-i� y.',� r w: ®r i'-"� rey •,,Y'ut ._�.- �.y `.� � '��• % s jf~' .7�lWIYWI� 5 '"� •r y4' ' +• --n i" XF:`� :'+{ • mZ �i { $ r 2 "}"pL' rA''.. • i .:� / :,1 Y 14E. '4{ ,• ?.,..: . ,. -•� !� r.: �^- �'.'•�' ��: � L^�c. l 3 a�'"' �P �" ->i�. '4� ''�.�.=4�iu-;a93a .+ ilL' i - ii"', 'k •��� - ,tT• � '!'�,' '� -� ., :��1:-. N`rit ,(�,.'�"'r k��k'�'�9 -`�7 i Y , i 's� '�I�"'Cd°' � ty}tl tab �'-°t�ls .. -i; - R � � •:•'s �+ n a. c, r"' . . ` ac : - �1, r, ak', a _ ).' NOTE: TREES SHALL DE PLANTED WITH THE DAW OF THE BOLE Z" TO 5 A50VI! EXIST'IN6r GF4AZ14 TO A".on E PLANT LIST �� �• FOR WTMC'*M S -ft I r #�_ s ue* SYM. QTY. TECHWA! NAME NAME _ C01�. TREES l� COMMON SIZE AR 8 AGER RIJBRlJM 'RED SUNSET' RED SUNSET MAPLE 2"-$" GAL. Bt 8 A, A56, 10 AGER 5ACCHARUM '&KEEN MOUNTAIN' GREEN MOUNTAIN 5WAR MAPi-E 2itt"-5m GAL. 545 &T5 11 & EDIT5IA TRIAGANTHO'' INERM15 5HADEMA5TER HONEYLOC45T _ I Planting Detail — 1 Not to Stale y ", i, 9% TO SHApEMASTER NOTE: LOCATION OF 50ME STREET TREES WILL NEED TO BE A0JJSTED TO AGGOMMODATE AGGE83 �` TO INDIVIDUAL LOTS. NOTE. I GON5TRUGT LANDSCAPE BUFFER IN THI5 AREA A5 DEPICTED ON 5HEET5 LB.1 AND L13.2 OF THESE PLANS. SELECTIVE GUTTING OF AND INTERPLANTING WITH EXISTING E5TA5L15HED VEGETATION NITHIN THE BUFFER WILL BE REQUIRED, THE FULL BUFFER PLANTING, I AS DESIGNED, OR AN APPROVED EQUIVALENT BUFFER, MU5T ISE INSTALLED WHEN THE INDIVIDUAL 51TE5 ARE DEVELOPED. EX15TIN& TREES TO BE GUT IN THE BUFFER AREA MU5T BE FLA66ED IN THE I FIELD AND APPROVED BY THE TOWN OF SOUTH 0NIND50R STAFF l j ^PRIOR TO GUTTING. ---_---'- -- -- --- � I F I I .I I It ,.10. 7� /I I jo "j I ),I ;Jtl•'r S,f I Ia i L ►. :l,:f G 12'TS TSNUI I AR CT \ AR r/ I 4 ' Ley/, . `'• � •1, I O � i 1 f, , :; • 7hl:; M,4F NF?UptJ�CE g uk1GINAL 11',K DRewING F'CpCrr+t;r1 vft LINEN qq LLA 571 ►f()PN! ',U(1W �y.�kY afrlLE aT W r :1M T 4. r• ° � "`� ';> . .� o�:,: i i, = +� ,a�ti'r .LL :�'i• i �:' St3U C ( U607Q . , r j I d 0 I . 1 -•tip' •z r0• a I^"'f V Q t lVQTES This drawkut b details on it, � - as an lnstrtxnpnt of serViee, Is the property of C�23• LLf' to be used far this "fk project and " not be War" copied, ar rpppprr4dulced I withW.tt contcet►t of C�t3 IrLP I irm U. STREET TREE PLANTING SCAM -5/09/00 2000024.00 o �u=gpf ft BATE ...�,`.