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HomeMy WebLinkAbout00-28P_WHEELER ESTATES_WHEELER ROAD & SMITH STREET0 w.t2ee.ter zstates Sll �lCV1S1012 Wheeler .states Sensor prepared by: esign rofessionals, inc. Civil Engineers -Planners- Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 ■ Montana Associates Architects 35 Alpine Drive South Windsor, CT 06074 (860) 644-9916 Robert C. Schechinger, Jr. ASLA Landscape Arc tect The Turbine House 10 Front Street a P.O. Box 246 Collinsville, CT 06022-0246 Tel. 860-693-1025 Fax. 860-693-4832 PLANNING • ENGINEERING • DESIGN 270 Amity Road Woodbridge, CT 06525 I� (203) 397-3600 FAX (203) 397-3642 L_ - - — I� Residence Development 1R F.qi TF;inivvqinN • qLPFC1 A I F_YC'F_PT1C11V C%1 3 �F ��� 1 ®. Jiffi.af v vk� iW .0wtv' A. • A. v A. . A. A*W v i .& i J" A.W. A. v' i./ i A. i V 1 \ LJ i A. 1U 1 L/ L 11 OWNER/APPLICANT K.F. PROPERTIES L.L.C. 176 SMITH STREET SOUTH WINDSOR, CT 06074 TEL. (860) 644-5124 FAX. (860) 644-2577 THESE DRAWING ARE THE PROPERTY OF DES16N PRGFES6j0R l 5 ING, AND HAVE 6Ft PREPARED SPF_crIcALLY FOR THE OATER/APPLICANT FOR THIS PRO.EGT THEY ARE NOT TO 13E IT'D FOR ANY OTTER PLRP05E OR 15Y ANY OTHER PERSON OR P' Rea6 WIT'HC. r' THE EVRESS WRITTEN PERMISSION OF DE516N PR6!`ES6IONALS. INC THiS PLAN 15 INVALID LASS IT DEARS n-1E OR161NA- 5I6NATLRF. MID IMPRE55101N SEA - Of THE PROFE5516NN_ EN61NEER OR SURVEYOR. ARRO Cif} (Pvt) ELLINGTON AD CMROAD , 30 ROAD 4 ��nr w \ oR _v (�or 1 _ ,� - `lam '� N �°u A AwrSIR �qY0 GRANDNFW KEWbOD 0. \ TERRACE o y Fw E SITE a � • �(f � 1 l�gj,�r�,,NJf � � siREET �Q u cry �r DESIGN PROFESSIONALS, INC LOCATION PLAN THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SGRVEI" MnY DISCLO�;e. TO yF EiES 1CMDGI`_AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P MART}L � LIC. No. KEY MAP 1 "=200' r_, Ila S(C)13 "--" WHND001"" 2:5- 30-100 W wler Estates Sukh&bn - Zmft Data Bock ZONE: RESIDENTIAL A-20 - Conventional Subdivision ITEM REQUIRED/ALLOWED PROVIDED Lot Area 20,000 sq. ft. min.1 20,364 sq. ft. Lot Width I 100 ft. min. 105.7 FT Lot Depth 150 ft. min. 187 ft, Lot Coverage I 15% max. 15% max Impervious Coverage N/A N/A Building Height 30 ft. max. < 3C, ft, Front Yard 40 ft. 40 ft min Rear Yard 40 ft. 40 ft. min Side Yard 10 ft. 10 ft. min Wheeler Estates SRD — Zmft Data Swk ZONE: SENIOR RESIDENCE DEVELOPMENT (SRD) r— ITEM REQUIRED/ALLOWED PROVIDED Total Parcel Area no minimum I 7.60 cc. (PAhCEL A) Net Buildable Acreage * note below 5.88 ac. Number of Units 25 units 25 units Parcel Density 10 units/nba 4.25 units/nba Lot Frontage 200 ft. min. 522 ft. Buffer 25 ft. 25 ft./35 ft.** Front Yard 50 ft. 51.0 ft. Rear Yard 10 ft. 27.6 ft. Side Yard 10 ft. 25 ft. Impervious Coverage 60% max. 31.5% Off -Street Parking 1.5 spaces/unit 2.68 spaces/unit*** or 37.5 * The Net Buildable Acreage is the total parcel area (7.60 ac.) minus; wetlands and regulated watercourses (0.71 ac.), slopes over 15% (0.24 ac.), utility easemerts (0.77 ac.), and flood plain zone area (0.00 ac.) **35 FOOT BUFFER OBSERVED IN MOST INSTANCES. BUFFER COTERMINOUS WITH YARDS. MINIMUM BUFFER IS 25 FEET. ***PARKING CALCULATIONS: 25 GARAGE SPACES, 19 DRIVLWAY SPACES, AND 23 PARKING LOT SPACES = 67 TOTAL PROVIDED PARKING SPACES. car V"Ir -4 L4 cuI;I;T ikinry COVER SHEET/KEY MAP (SITE PLAN) KEY MAP (SUBDIVISION) APPROVAL LETTERS PLOT ,PLAN TOPOGRAPHIC PLAN PLAN AND PROFILE SEDIMENT &EROSION CONTROL PLAN DETAILS PROFILES REV LANDSCAPE PLANS �v 8 i°oo ARCHITECTURAL PLANS RLv 7-z4-061 PATE- 6-9-06) SFEET 1 t y MAP LOT N/F ABUTTER LIST 17 3 198 SMITH ST. FRENCH, MARGARET R. 4 216 SMITH ST. ANTOSIK, SCOTT & BEVERL Y A. 5 236 SMITH ST. JOHNSON, AARON L. & KAREN 6 7671 SMITH ST. MAROUIS, MARJORIE A. 17 REAL ESTATE TAX DEPT. DOWN£AST ASSOCIATES LTD PARTNERSHIP P.O. BOX 6120 INDIANOPOLIS, IN 46209 21 WHEELER RD. PLEASANT HILLS CONDOMINIUM 25 30 658 ELLINGTON RD. ✓ACOUES, JEAN MARC 30-0 REDFIELD OPEN SPACE REDFIELD HOMEOWNERS ASSOCIATION 30-1 2 DIGGINS COURT BLACKSTONE, PAUL 30-2 4 DIGGINS COURT GOSLIN, DAVID & RONNA L. 30-3 6 DIGGINS COURT ROSAL CONRADO G & MARIA D PEREZ 30-4 8 DIGGINS COURT S£RIGNESE, JILLMARIE 30-5 10 DIGGINS COURT CHURCHILL, DENNIS J. & DONNA M. 30-6 12 DIGGINS COURT DALAL, DIVY£SH J. & HEEN41 30-7 14 DIGGINS COURT PIAZZA, ✓O—ANNE 30-8 16 DIGGINS COURT DAVIT, DEBRA M. 30-9 18 DIGGINS COURT WILSON, ROBERT K. & LORI S. 3" I 21 D/vvI,:'S VVURT ::;/LSO,".; VOL/RT£NAY 30-11 19 DIGGINS COURT MANGIAFICO, £NRICO P. & JOSEPHINE 30-12 17 DIGGINS COURT VANDENEYND£, DAVID R. & DAWN M. 30-13 15 DIGGINS COURT SANTOS, KEVIN M. & VALERIE I. 30-14 11 DIGGINS COURT LAZINSK, ERIC M. & LORI 30-15 9 DIGGINS COURT L OK, DA VID T. & JOAN M. 30-16 1 DIGGINS COS,/PT —11,---1 -.1 R .F A//Nd N 30—17 111 AUSTIN CIRCLE TRINKS, LINDA 30-18 109 AUSTIN CIRCLE INKEL, ✓OHN L. & GRACE L. 30-19 2 DRAKE COURT L YON, ANDREW H. & TONYA L. 30-20 6 DRAKE CIRCLE CLARK REALTY INC. 30-21 8 DRAKE CIRCLE PEREIRA, CARRIE—ANN & PEREIRA 30-22 10 DRAKE CIRCLE REID, LENNOX D. & SHANNON M. 30-23 12 DRAKE CIRCLE KELLY, DANIEL P. & KELLEY J. 30-24 14 DRAKE COURT MACHOWSKI, JAMES S. & ADRIENNE L. 30-25 16 DRAKE CIRCLE DILEONE, VINCENT & CHRISTINE R. 30-26 17 DRAKE CIRCLE TELLANo JENNIFER E. 30-27 15 DRAKE CIRCLE ARSENEAULT, DALE A.& KAREN P. 30-28 11 DRAKE CIRCLE EDGECOMB, DAVID R. & LAURA R. 30-29 9 DRAKE CIRCLE SOBIESKI, PETER 30-30 7 DRAKE CIRCLE WILKINSON, KEVIN L. & JANINE C. 30-31 5 DRAKE CIRCLE HILL, MICHAEL T. 30-100 11 WOLCOTT GREEN CLARK, BRIAIV J. & JENNIFER H. 30-101 7 WOLCOTT GREEN DEL LARIPPA, HENRY P. & DEBORAH A. 30-102 112 AUSTIN CIRCLE PHILLIPS, RONNEY J. & ROSSMAN 30-103 120 AUSTIN CIRCLE CHRISTENSEN, CARMON J. & LENA M. -7 15 BUCKLAND ROAD CATHOLIC CEMETERIES ASSOCIATION 1 + 1 Fy J y� a e '. �# 4 qk2efet• , fit. "� ���"��,5*��y'y�.�•" f��4 � ' �,j- � ,� M,rd 1 Pi��e sn0�1 t 1 y.a i1"'fw+}M `+r �°�+ .•^ , • Ye`` ti. 44 W T .� �/. Yr�� F4? d'•i 1, s • "�. f 1 j 0..k ' S 'n . ft�. •;y +� , r } v l' K-. ~ y i i., t y ;,�,t � L Ir �.�f t -.� �I�n C r'el � �.. a �tp� Y`6fK+ .� F 7 t'iY y ` Mt P f.ws `?s .A. S FY'Ss !w ♦{{�a ft-+ fix r 6 N Gi 14 e ; I ¢ Lie A 41 fr } t t+er r:i t , S ,.r� INE6 p �• NOTES` a„ -a THIS DRAWW 15 Tl-E PROPERTY OF PESK�N PROFES5109ALS, W. AND MAS PEEN PREPARED SPECIFICALLY FOR THE OWNER/APFUGANT FOR THIS PROXI T. IT i5 NOT TO PE USEP FOR ANY On -ER PLRP06E OR.15Y ANY OTHER PERSON OR PERSONS WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PRGFESSIONALS, INC THIS PLAN 15 INVALID UN -!E, IT PEARS T11E ORIGINAL 604ATtFE ANP NPRESSIGN SEAL LT TYE PROD F_6610NAL ENGINEER OR SURVEYOR MAP REFERENCE: 1, PROPERTY LINES ARE TAKEN FROM MAPS ENTITLED "CADASTRAL MAP, TOWN OF SOUTH WINDSOR, HARTFORD COUNTY, CONNECTICUT". SCALE 1"=100', DATED MAR. 30, 1988. SHEETS 88 AND 89. PREPARED BY QUINN ASSOCIATES, HORSHAM, PENN. o x ? UNLESS OTHERIMSE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20- 300B- 1 THRU 20- 3008- 20 OF THE urn LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF to (A INFORMATION. ALL EXISTING UTILITIES SHOULD CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED 0)00 BE FIELD VERIFIED PRIOR TO CONSTRUCTION FROM OTHER MAPS . RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIFID SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE vio 0o 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD FIELD SURVEY MAY DISCLOSE. u BY A LICENSED LAND SURVEYOR PRIOR TO 2 10 20 OO PER TOWN COMMENTS CBS CONSTRUCTION. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 1 7124100 PER TOWN COMMENTS 1AZ 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 IMPRESSION SEAL AND ORIGINAL SIGNATUREOF THE PROFESSIONAL ENGINEER/SURVEYOR. RICE ARD P. MARTEL C No. NO. DATE DESCRIPTION BY GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. _Ijesign �Trofessionals, (860) 291 - 8755 inc. c enrl ­ eer- r ners • surveyors South satellite road. A ndsor, connecticut 06074 COMPILATION PLAN PREPARED FOP MEY HAP QWWO N28-00ND WHEELER ESTATES SUBDIVISION rI L=lvvvvR WT!`1T LS OLL�'L L�LDIGSLV�L �I G OG ►�GLOrL)l Gl rTL DESIGN MA/PD DRAWN• MHA CHECKED: GS/RM Wheeler Road Smith Street JOB NO.: 95- 595 DA TE.- ✓UNE 9, 2000 DRAWING NO.. C 1A✓OB 15951595krn. dwo SOUTH WINDSOR CONNECTICUT SHEET 9 11 17 ie rr�� i % ooe South `11)&u ,9,t 154n SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 ,a AREA CODE 560 1 644-2511 November 15, 2000 CERTIFIFD MAIL K.F. Properties, LLC 176 Smith Street South Windsor, CT 06074 Dear SiuMadam: Re. Appi 00-28P, Wheeler Estates Resudonsion We are pleased to advise you that the Planning & Zoning Commission voted on October 31, 20W, to approve with modifications application #00-28P, Resubdivision on 7.6 acres to create 7 lots to be known as Whe'der Estates on property located on Smith St, A-20 zone as shown on plans prepared by Design Professionals, Inc, project #95-845 and dated 1012(M. as revised. This approval is subject to the following modifications: 1. This approval is for 7 lots, numbered 1-6, and Parcel A for the Senior Residence Development. 2. Concrete sidewalks, built to Town specifications, shall be intstallod on both sides of all new sa=ts. 3. Drainage and construction for this subdivision as subject to the approval of the Town Engineer. 4 Al! lots shill be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 5 Water shall be supplied to this subdivision by public water. 6 Street lighting shall be installed on strects, at intersections, and on cul-de-sacs in accordance with the policy established by the Chief of Police. Street hghtmg is to be coordinated with the Chief of police (copy enclosed). 7, Street names and locatuins of fire hydrants arc 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 8. A liability insurance policy shall be submitted to this Commission minting the Town of South Windsor as an insured, with a combined single limit for brldily Injury and'or property damage to the amtitmt of S 1,000,000 9 This application is subject to the conditions ofapproval ofthe Inland Wetlands Agency'Conservalion Commission including a bond in the amount of $5,000 for erosion and sediment control, and S5,000 for detention basin plantings. 10. Prior to commencement of any site work, a meeting must be held with lown Staff 11. All plans used in the field by die developer must bear the stamp and authorized signature of the i own of South Windsor. las- 1540 SULOVAN AVENUE • tSOU1-1 WINDSOR, CONN 06074 -.Y� AREA CODE SM 1 64.1-2511 Octulxr 18. 2000 ('rrt!fied of1'4()24el8131 Design Protrs%:orrals, In Attu: Pcter DeMallte lti5 5oulh Satellite Road SoLIUn Wundsot, CT 06074 RE Appl. #00-28P, K.F. Properties Dear Mr. DcMulhe s s V� t At fhc October 4, 2000 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application N00 28P - K.F. ti ) `h F'ruprrues - Inland Wetland /Conservation Commission application for the con�rruction of a six -lot reside•ntud subdi%imon, a l5 umt senior residence •v;t development, dssociaied sturruwatcr stivctc.rca, and infrastructure '►`�; improvements on property kocatcd northerly of Smith Street and Wheeler Road (Assessor's map #17, parcris 8I A 21 A-20 residential zone This r,' approval is subject to the following condition,. i. One hlurprint ropy of the enure set of pldns and this Irttt•r iepmduced ' �•a. .""•".. Y e•. thrrrir st molie submitted to ibis Commission. This must be 1'- compIrtrd wiIlnm t35 days of approvai prior to ally construction actnity' on the site. Plans submitted w Planning &. Zoning Commission shull be considered having met this requirement. at�x -• e 2. The application shall Indemnify and hold harmless the Tow-Ti of South Windsor against any liability, which might result from the proposed J's Igxrrition or Uge g r 3. The pernut s valid for fete year%and %hall expire on tlt•tobt'r 4, 2005. It is the landownertsii appficant(s) responsibility to track expiration 1 f ,v3= dates and notify the Commission of it renewal request at least 65 days4. "t r `'�•i.t-' pr,nr tr, cxpirativn. ti v fir:, v ,t i� ,, 4 FN it '/ 7 f -4 k ? h? � y a+is�ie 4. "."i1. �- •• i. t-« 9�v ..><" t(et U „ A 1. UNLESS OTHLRWISL NOiLi, LXISWNG UTILITY a o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 66 00 INFORMATION. ALL EXISTING UTILITIES SHOULD 00 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 1, THIS PLAN IS INVALID UNLESS IT BEARS THE \ IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DA TE KtVIJIVIVJ DESCRiP RON 12. All easements for conservation purposes, drauuge or utilla that maybe required in cowecnon with the approval of this subdlv#swn, must ix submitted on sUndard Town easement form where apnroprlate, to this Commission pnor to filing the mvlars and Issuance of bulEdmg its. All deeds for open space, public Improvernews and roadways mist he 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 13. Footing drains are required for each house. Poor to the building of any structure on a lot, a IOPOgmphic map, drawn to a scale of 1" - 40'. shall he 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 14 iC for any reason, finished grading and other individual lot site work is not completed, the Town Engineer shall detemuuc the amount ofa cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance ofa Catrficatc of OaupwIcy. 15. (Nantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding. All bonds shall conform to the enclosed bond policy and shall he posted prior to filing the final plans in the Town Clerk's office. if the developer chooses to submit a Letter of Credit for a one year term, 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 tray, al Ina option call the Letter it is holding. 16. A drainage assessment fee In the amount of S300 W shall be submitted to this Commission 17. No building permits will be issued until all modifications have been complied with, and the final plans have been filed In the Town Clerk's office. 18. Engineering comments dated 10t25/20M must be addressed to the Town Engineer's satisfaction. 19. Sight l:nc clearing is required along Smith Street in accordance with the recommendations in the traffic report prepared by Bubans Traffic Associates. Black and white transparent myiats 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 hems of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the inv Ian. After mylars have been signed by the COMMISSlon they will be returned to you for filing in the Office of the Town Clerk by 2J[7101. After filing these plans, a copy of the receipt must be submitted to the Planning Department - Sincerely. Walter J. Mealy, Chaimnan Planning and Zoning Commission Enclosures cc: Town Engineer Chief Building Official Assessor K F. Properties October 18. 2000 PaKt• 2 4 All approvals required must be obtained unit submitted prior to any activity on the site. 5. A contact person shall be identiftad on the pans. b We recommend a bond in the amount of $5.000 be submitted to the Plannu g & 'Zoning Commission tri ensure compliance with the L••rosion and Sedimrntauon Control Measures 7. We recommend a bond in the nmount of $5,000 be submitted to the Planning de -honing G,mmtssu-n in- the cxrablishmcnt of :he detenuon hasm. The bond will be relcesed after one growing season after ensuring prtijx•r estahtishu,ent of plants 8. The debris pile otntraninF wooden pallets must be retnuved 9. The walling paths are to have a wmxichip surface 10. An easement to preserve the northeast corner of the ptopert from further development its to be placed on the property. Town staff and the applicant will draft the easement which will allow wildlife management and will be subject to approval by the iWA/CC 1 : Approval contingent upon all items in the September 27. 2000 memo from .Jeff Folgcr be nut, (Attached) �r.,t• trUh .,,,tier birth Warren. C•hairprrson INLAND WETLANDS AGENCY/ CONSERVATION COMMI`.,SION EW dr rhief, R1111dinQ Official Town Engineer KI'. Prolw*firs 1JA (`71540 SULLIVAN AVENUE • SOUTHWINDSOR, CONN 06074 AREA CODE 860 1 6," 251, CERTIFIED MAIL November 15, 2000 K.F Properties, LLC 176 Smith Street South Windsor, CT 06074 Dear SwNladam. Re: Appl #00-281 , Wheeler afates SRD Special Exception and Site Plan We are pleased to advise you that the Planning & Zoning Commission voted on ()tober 11, 20et11, to approve with Modifications the above referenced application for a Special Exception to Section 4.1.12and Site Plan nit Development This approval is for the construction ofa 25 unit senior residence development on property located 176 and 188 Smith Street, A-20 one as shown on plans prepared by Design Professionals, Inc, Job No 95-845, dated 10'20100, as revised. This approval is subject to the following modific,wons 1. Poor to commencement of any site work, a meeting into be held with Town Staff. 2 No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. 'Chas application is subject to the conditions of approval of the Ireland Wetlands Agerxyironsemation Commission, Including a bond in the ammo t of S5,000 for erosion and sediment control and $5,000 for detention basin plantings. 4 Art its -built plan is required prior to issuance of a Certificate of Occupancy per Section S. 10 of the Zoning Regulations 5. Footing drains are required if the buildings have basement -- A landscape bond in the amount of S 10.000 is required and must be submitted prior to filing of mylars All plans used In the field by the developer must bear the stamp and authorized signature of the Town of South Windsor 8. WPCA approval is required. 9. The building street numbers must be included on the final plan. 10. The sidewalks must be concrete, must be separated from the street, and must extend to buildings 11. Engineering comments dated 10.;25,vo must be addressed to the Town Engineer's sansfactior, !2. Topographic plain must show the proposed tree line, which must be in agreement with the landscaping plan. Black and white transparent mylars of C}:eet ; 3 with the above modifications, together with three blueprint copies of the entire set of plants must he submitted to this Commission within 30 days to be suunpcd and signed. MEMORANDUM To: South Windsor Inland Welbuid'Cmtservation Conutitssiou. From: JetTrry ll. Ftitgcr knvinatunrntal PlalmeY.t'onserviuion UlGter Date: September 27. 2(0) Re Review of the proposer! Ak%cL a Estaics sidodivtston Plans dated 9: 25r00 1 Details have been wkkA to tire plan depicting the tomp wary outfail protection for the detenum balm. and plantings for the &-lemon hasin. Both ate acceptable 2. [be outlet Inxn the &1cntion shoutd he relocated to avoid the removal ofa copwn tat large oaks. The area hctween wetland flag numbers It, mid i I would avoid the trees and ptovidc a stable area for the outlet pipc anti energy dixctpaicr. 3 Tux approptuic 30-fwA upland rcviovt area has hen shown 0n five plan, 4. 11w prop.trcd ctxnmunity tenter location us shown accurately in relation to the existing tree line Appmxnaiatch 8 tracs would have• to be reeiovctl in order to accommodate the aeuvuy center i do❑ feel thal file remo%al of These Cues would convitute a significant impact to the wetland Area tit to It_ intcgnl% of the candor given the amount of plantings propoud 1 would recoinmc- d the addition o: et'ergrcens such its upright ;unipas in the undersairy edge to add an additional laver to the hahliat If the ptuposed garv:ho and trails are arproved w% shown, any clearing to accommodate them should he inimmaf and be allowed ,0 namtalue after installation A wood chip surface sfxiuld h.' considered -would .-.A. 2k..-A f4umi'v, 1.�-Ii-..1, .-Ila ,A tit• 5 1 tMyY1Y t(�l.Vlltiill lY 111 1-1u ,,.sa-.n •.vv a•c ,n—�.. w iiun� u a,n,.. ltA, I .u•,a• it a7 n�w..rne • erosion conlrok and A band of S5000 00 for the contra Lion and planting of the detention basin The fatter to be field for one growing season attcr planting. 1111111111 GRAPHIC SCALE ( IN FEET ) 1 inch = ft. The letters of approval of this Commission as well as the inland Wetlands Agencv'Conservauon Commission must be reproduced on the mylars Alter the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk After filing these plans, a txpy of the receipt must be submn:ed in the Planning Department. The attached Special Lxcepuon form must be completed and filed in the Town Clerk's office The special exception will take effect upon filing Very truly yours, Walter 1 Mealy, Chalrmar. Planning and Zoning Commission W7!vt/dlf Enclosures a: Town Engineer Chief Building Ofiiclal Assessor Supenntandent of Pollution Control Fire Marshal "0•M aver C 1540 SULLIVAN AVENUE • SOUTH WINDSOR, C1 06074 TELEPHONE (860) 644-2511 Novern6ar 20, 2000 Mr. Pater DeMallie Design Profe iIsonah, Inc. 165 South Satei5w Rd. South Windsor, CT OW74 RE: Approval to omfilm — Wheelw Estates— Sesuor Rmdcace Development Deaf Mr. fleMailie: The South xVmdsor We r Ponetina Control Aoaboary, at its reg-1 err rneeti lg of Nov®ber & 2000. pave a;rpr'otrai fair the cm irxft n to the Town'S =w'CaF system ofa msadeatal, sttatior feaderac I devdopmant iocatcd an Wheeler road and Smith Surf M as MW a spO ficadY LhOwu Dn plant cnu&d "Whodar Fslaaes and Wirt -ter Exafts SRW poepatetf by Datget ProiesruotfalL ?saga No. 595, Dn wmg N04 595 dated o-9-2000 vnth revisions 7-24-M 8-24-00, 9-25-00, 10-9-00. 10-20.OD and subject to tha fiolbwing coudinow: 1. Technical approval of the Town F� row i epwiltnemi- 2. Fiml Audwrrq approval and acceptance of the sawrary sewersae cow cur o8 Ell— ti�rx the sewer line hu been iastiIIcd and mispectcd by the Town scats and baud upon the written vur5ntiott of the Town staff that said sanittary sewer line was uubBed in sdbstmud emiac)[019111u with the de sitp plania prt—dy appitlinied by The AudMW, and meeting all Town regtrlsh= sad appropriate tecbnicai apociftataoas rt lanng to ssaitaty sewer comauctum 3. Cooditiond approval was given and final approvai urin be granted when a legal gMmon Bross the Town Anorney, regandmg a Public sewer' drsiamg MW a pMate lire is obbinc& d A Aevnsrrv-w is nn.vided m the WPCA to probed the Town in the cunt a blockILP of Ste Bite were to occoxr, on the soction ofthc sewer Tice t rnxch rs pnvateh' omitted. 512=9 the fesP0=1RUy of &i world be on the devrknw. This approval letter imrst be superimposed on tbt fifrst approvai plans. Very randy yona, ti i1 Thomas Hiodsofy (lairrmm Water• Pollatioa t .Dristrol Awboray THAd CC: Matthew Galiigan, Town Manger I!I&Lhad L Gsati Duccror of Public Works Jerr.r fazze tts Town Eapam +Arcis Baoach. Divctnr of Phrfmg John C ullirts. Chief Budding Inspector IC F. Prnpetuea L.ILC. WP('A Goeert Ltagli, Plant Supervisor esign rofessionals, inc. • Civil Engineers • Planners • Surveyors • GIS td7 ,,,t: sc ' to ad South windsur c:ur,necticut 06C'4 t r __ JHtt I A D D OVQL ���'� WHEELER ESTATES SUBDI VISION [r-s1 WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT3 a DESIGN.' GSS DRAWN.' HWH CHECKED: GEIS Wheekir Road Smith Street ✓OB NO.: 595 DA TE.' 11/20100 1 1 DRA WING NO., 595— Jco f8. D WG SOUTH WINDSOR CO�TRTECTICLTT / c/qT/oN P 20' STREET TREE EASEMENT IN FAVOR TOWN OF S. WINDSO i h�. _,!14 00 0if if \ PROPOSEIJ MONUIv1E1141 C04RflINATES MONUMENT NORTHING EASTING M1 N 355596.4077 E _ 649893.5496 M2 N 355566.3997 E 650027.4309 I AA 7� v nl !V ir,r,Fn1 Qir- r, JJJVV I..V 1 V>_.J t- L tir,nnng� 1 -z�s VJVVVV. I JLJ M4 N 355620.9111 E 649959.8789 M5 N 355789.9606 E 650037.72'17 M6 N 355769.0476 E 650083.1381 M7 N 355820.3133 E 65.0049.1261 M8 N 355806.1454 E 650097.,0768 M9 N 356037.4575 E 650113.2854 M10 N 356023.2896 E 650161.2,361 M 11 I N 356088.3204 E 650110.2664 AA1'� IV I I M13 1 , KI v �; 7�AnAA _ AA _J_; I, 1_!11 T._I- - 355570.8236 r- 1- E rn1G1 Al 7,7 -1 1 J I .T 1 - (549949.11 1- UNIT # IL, UN i T 4# KE _ LANE _J I # WH"LL'- F? f�llAJ STREET 4 STREET 4 `STREEI } 1 101 18 6075 L 102 1Q 6V4 3 103 2C 701 4 104 21 702 3 195 4 194 5 201 22 703 5 188 6 2U2 ?3 704 6 178 7 203 24 705 8 204 25 706 9 301 10 302 30 3 12 304 l., / 2o364q /� \ �` OFB� �V/,r Corlrnun i ty Hall 400 /o �ft q R /F /I i / \ � � OBE,Q 13 501 SITE NOTE, 1. ALL UTILITIES TO BE UNDERGROUND (ELEC, TELE, CATV) LOCATION TO BE DETERMINED BY UTILITY COMPANIES `�rOg 00 2. RIGHT TO DRAIN TO PRIVATE DRAINAGE SYSTEM TO BE �\ GRANTED TO TOWN OF SOUTH WINDSOR 3. RIGHT TO DISCHARGE SANITARY SEWER TO A PRIVATE SANITARY SEWER TO BE GRANTED TO TOWN OF SOUTH WINDSOR. , . r, t ��.� ,.� , .-r , w- art -a:•.': �q�T T K &LOFT'/ S 14 502 / Zo REq l �� \ \�zSON 15 503CA �- --- 110.0 / FF• 1120 / v \ JBg/ F� N1'ADp1Gl TOW 11�.0 ;IQ/ 2S, g�FF\ �� �(rr>>�o, l SG A ,'CJf(� / ES ;Z JAM m�CH & Kc /^ ti�Fpry c o��F S GRAVEL ACCESS DRIVES T 4" TOPSOIL G 7 \ /'Fq �FR� F S / 6" PROCESSED RAVEL S / D l ��� q!/NF S o a�� 1 3, 61' M 9 39 42/F Y 75. o' s \ �, \ .� 4p 2 61� LIMIT OF UPPLAND O/o 4+�° __.=_ 7 11-,__�\\.. ,rye¢, 3[� W. y'``.� �\ R IEW AREA `N sib v ak Rf MO �� 309 49, D 1 ° �/ A l F dO1 O / �\ M �• ' M 10 O STORM DRA EASEMENT off! 1+00 1 , 2 �/ / ` ---• \ ` F 36s 02S \\ IN FAVOR THE *00 + WINto o�' F A � L= w TOWN OF S UTH WINDSOR r. (( r oe/ r � R=soo 20 D � KEBALO l To�99 l LANE fPVT / cr, VE) I D D,_ 7, F� / P gRoec �09 S o+ 2�00 '� B,asiv'' FgsT X J A/ 1j ` ARCS( 21 M 12 / OP JA ~ pa !'s , / s E 3 �'O� D M / 'l 0 M oo `fl. / �xO�o°oo F ® 14 13 12 11 8 _6 �O �' 8 7 � � a' � 10 15 ft. / / 16 940w O cb Epp+ -% M �/ L // / J L-103.90 r 17 (Z / O 20 19 18 /22 o' a 60 O 0j PARCEL A 28 23 7 O 330,844 sq. ft. 29 26 r,O 56 "> +�.�•s � '.,,3- •, .f `` � � � 7.60 acres 24 _ A avt 1 t 4 at iJ 55 iq 1� g ik1l' > LEGEND k> �Cq� � \ \ ��•! - 33 32 25 J4 IRON PIN TO BE SETA. F� \ �� / / 34 31 30 • EXISTING IRON PIN .¢ r135 U MONUMENT TO BE SET NOTES: ■ EXISTING MONUMENT 1. PARCEL AREA: (1)= 408,817 sq. ft. (9.39 ac) (2)= 108,260 sq. ft. (2.49 cc) -e- EXISTINGD UTILITY" POLE PROPOSED UTILITY POLE 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. EXISTING CATCH BASIN AND PIPE 3. PARCEL OWNERSHIP: N/F PAUL KEBALO, HELEN KEBALO, WALTER KEBALO AND PROPOSED CATCH BASIN AND PIPE ADRIAN S. KEBALO. PROPOSED STORM MANHOLE 4. COORDINATES BASED ON C.G.S. DATUM. _ = EXISTING SANITARY MANHOLE AND PIPE 5. TOPOGRAPHY IS FIELD VERIFIED AND BASED ON C.G.S. DATUM. PROPOSED SANITARY MANHOLE AND PIPE 6. ALL CONSTRUCTION OF UTILITIES IS TO CONFORM TO THE "TOWN OF SOUTH .. WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS". BYO t PROPOSED WATER MAIN AND HYDRANT «¢ "c . 7. EXISTING SANITARY SEWER LATERAL INFORMATION TAKEN FROM AS -BUILT PLAN "SMITH STREET -WHEELER ROAD SANITARY SEWER IMPROVEMENTS", PREPARED BY THE TOWN OF MANCHESTER DEPARTMENT OF PUBLIC WORKS, REVISED TO 12/3/91. R.L. ROOF LEADER .`4��f #1' i x 8, THE SOUTH WINDSOR ZONING BOARD OF APPEALS APPROVED ON 4/7/94, A 5 SANITARY LATERAL �k,f'� '_ ' FOOT VARIANCE TO SEC. 10.2 OF THE ZONING REGULATIONS TO CONSTRUCT A HOUSE WITH A 35 FOOT FRONT YARD AT 176 SMITH STREET. - w - WATER LATERAL' r , '' ~u S CONTOUR' -390- EXISTING --[- PROPOSED CONTOUR ' it.;' .. ^' MAP REFERENCES: r,a z_ onno 1Q n conT r_pAn� '�'' 1. PROPERTY OF CHARLES 0. LAVOIE TO BE CONVEYED TO ROBERT V. WILLIAMS, "'T SOUTH WINDSOR, CT. SCALE 1"=100'; DATED NOV. 12, 1960. PREPARED BY SURFACE DRAINAGE FLOW DIRECTION 'ii+� cECIL W. BROOKS. r LIMIT OF UPLAND REVIEW AREA ` 2. ZONE CHANGE MAP-REDFIELD, SMITH STREET, SOUTH WINDSOR, CONNECTICUT. SCALE 1"=40'; DATED AUG. 8, 1991. PREPARED BY DESIGN PROFESSIONALS, INC. •-- INLAND WETLANDS L! 3 PROPERTY OF CATHOLIC CEMETERIES OF THE ARCHDIOSESE OF HARTFORD, INC., © GARAGE 7" �t`b '� �` };Y;BUCKLAND �i. � '�i ' 10, �.ri 14.H n.4 a �'" Qz,; ROAD, SMITH STREET, AND DEMING STREET, SOUTH WINDSOR, CONN. SCALE 1"=100'; DATED MARCH 1967. PREPARED BY HAROLD R. SANDERSON C.E. O PARKING SPACE NUMBERS, .'t AND L.S. (MAP NOT ON FILE). ew- '-_.... . ? t .�%E1 '`?' �"•' 4. PROPERTY MAPPED FOR JEAN MARC JACQUES, SOUTH WINDSOR, CONNECTICUT. SCALE 1"=100% DATED SEPT. 10, 1986; MAP No. 191-85-1A. PREPARED BY RIENO E. HYYPPA AND ASSOCIATES. 8 12/'S/00 PER TOWN COMMENTS G8S 7 11/9/00 PER TOWN COMMENTS HWH 9 12/12/00 ADDED MONUMENT 13 GBS 6 10/31/00 PER TOWN COMMENTS HWH if V �A INSTALL STOP BAR AND SIGN s�r8/ I \ \ \� 39 38 /�7 52 © INSTALL NO OUTLET SIGN / N�sso ��� \ 37 \�,,;y� 51 1 F � 40 © INSTALL 15 MPH SPEED LIMIT SIGN ss0,.� '?Osj �\�\ � � n P-KI n R I T PI I P R �20' SANITARY SEINER EASEMENT' � �` 41 , �O 1_ I . v v I I . v v I I v IIN FAVOR OF KEBALO. \ wf 42 EO MOUNTABLE CURB WITHIN LIMITS / So �C OF ACCESS DRIVE \ \ 43 > O 0 4' CONC. WALK ` 45 49 46 �H RAMP (TYP.) � IO 4' WIDE PEDESTRIAN ZONE. (INSTALL 4" WHITE PAVEMENT STRIPE) C, T (1 "nn KInT CKITE-Q" CI('nl �!� qTz J UV IVIJI I- Iv ILI JIVIv �/� •�7 -�` �\ \ "ONE WAY" SIGN TXle U��C o q F F © HANDICAP PARKING SPACE y%cam F'4'��s ` \if �\ I(� 4' WIDE STRIPED PEDESTRIAN XING. s� o/4__ �x o it II 1- UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20--300b-1 THRU 20-300b-20 o , LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN - INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IC " ER TOWN COMMEN' , o v BE FIELD VERIFIED PRIOR TO CONSTRUCTION. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD REv BUEFTP GB BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ,,,m-en t.; a t. CONSTRUCTION. ^'R,a1,1"- a 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. - - I RICHARD P MARTEL. LIC No. NO. DATE DESCRIPTION BY 860 291'875`: PROPERTY SURVEY RESURVEY PREPARED FOR SHEET GRAPHIC SCALE PLOT PLAN WHEELER ESTATES SUBDIVISION 4-0 ° 20 40 esign SUBDIVISION PLAN WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT ( IN FEET , &rof e s s i o n a I s, inc. DESIGN: GBS DRA WN.' JAZ CHECKED: GBS wheeIle» Road S>llmn>rh St>pee>r � 1►L 1 inch = 40 ft. JOB NO.: 595 DATE. 619100 0. Civil Engineers • Planners • Surveyors • CIS 165 south satellite -oad south windsor connecticut 06o74 DRAWING NO.: C.-AAJ0BS\5951595SITE.DWG SOUTH WINDSOR CONNECTICUT � 1 �� r / / r / I I TEST PIT DATA / x Z� r Y/ "/oe/ /L. + , MAP REFERENCES: , , , LEGEND I. PROPERTY OF CHARLES V. LAVOIE TO BE OONVEYED TO ROBERT V. WILLIAMS, SOUTH WINDSOR, CT. SCALE 1"=100'; DATED NOV. 12, 1960. PREPARED BY SANITARY SEWER LATERALS I IRON PIN TO BE SET CECIL W. BROOKS. �BLDG # INV. AT BLDG INV. AT PIPE LENGTH T SLOPE EXISTING IRON PIN 2. ZONE CHANGE MAP-REDFIELD, SMITH STREET, SOUTH WINDSOR, CONNECTICUT. - a MONUMENT TO BE SET SCALE 1"=40'; DATED AUG. B. 1991. PREPARED er DESIGN PROFESSIONALS, INC. 1 I 98.ID I 96.42 33' I I 4.8% � 3. PROPERTY OF CATHOLIC CEMETERIES OF THE ARCNDIOCESE OF HARTFORD, INC., 2 98.10 9630 32' 5.3% ■ EXISTING MONUMENT r 3 9810 9564 42' 5 6% \ ' ` BUCKLAND ROAD, SMITH STREET, AND DEMING STREE , SOUTH WINDSOR, CONN. SCALE 1"=100'; DATED MARCH 1967. PREPARED BY HAROLD R. SANDERSON C.E. I I I 4 I 96.5 I I 95.43 I I 22' 1 I 4.8% e EYICTiKI(_ IIITILITY POI 17' AND L.S. (MAP NOT ON FILE). ` 5 94.5 93.23 47' 2.7% I PROPOSED UTILITY POLE rr I 4. PROPERTY MAPPED FOR JEAN MARC JACOUES, SOUTH \MNDSOR, CONNECTICUT. I 6 I 94.5 92.:5 I 92.94 91.85 I 53' 30' I 2.9% 2.1% _ _ - EXISTING CATCH BASIN AND PIPE t kCALE 1"=100'; DATED SEPT. 10, 1986; MAP No. 191-85-`IA. PREPARED BY R E. HYYPPA AND ASSOCIATES. ` 7 8 92.15 91.65 17 5.0% I PROPOSED CATCH BASIN AND PIPE / / €NO 9 I 89.5 I 88.71 I 32 I 2.5% �-)s PROPOSED STORM MANHOLE / 1 lU I 0 .:) I 88.45 I 50 I 2.0% I - = EXISTING SANITARY MANHOLE AND PIPE 88.5 87.0 86.5 85.7 78' 57' 2.6% 2.3% -'{�}"- PROPOSED SANITARY MANHOLE AND PIPE ARE / , 3L63 / spp. �� \� \�` 12 I 13 I I 94.0 I 91.86 I I 53' I I 4.0% I I ,t,Yo PROPOSED WATER MAIN AND HYDRANT ` 15 94.7 93.211 73' 2.0% I I \ 16 95,l5 a3 an 55' 2.a% / 1 _ / ,' / 17 96.0 94.03 70' 2.8% (� ROOF LEADER ' ` %' -/-� \ ' ` � + I 18 I 96.0 I 94.90 I 42' I 2.6% 'M1 r \ _\ ,' / >>j + 19 96.0 95.25 28' 2.7% ---S-- SANITARY LATERAL �, �\ ` `+ I 20 I 99.0 I 98.3 I 15' I 4.7% - W - WATER LATERAL Q A- r2L + 100.0 98.85 34' 3.4% L=78.54' , r ++ ' , 22 101.0 99.20 64 2.8% I -�- EXISTING CONTOUR I R=50.00AREq 23 101.0 99.57 58' 2.4% PROPOSED CONTOUR I --•89� " / ` / � � � I 24 I 101.0 I 100.17 I 42' I 2.0% _ f ca/O ft. , \ �\�\ 25 101..40 100.17 60' 2.0% 156.3+ PROPOSED SPOT GRADE I iG or `� \[Y7 CH 85.0 84.24 38' 2.0% SURFACE DRAINAGE FLOW DIRECTIdN A \, \5 q \ ALL SANITARY LATERALS TO BE 6" PVC - SDR-35 ,\ LIMIT OF UPLAND REVIEW AREA(80' FROM WETLANDS) 112. `15 �C,\ \ --- INLAND WETLANDSTP Ko�D PAVE '\ o� Gq 3 q1 `36 APPROX. LIMITS OF CLEARINGING A E�I l AIL � o, \ !���\\K' 696-F/� o Q 1 / WETLANDS FLAG REMOVE - � , TOW.- 111 & / 25 6 �\ ���>>? C/o CLEAN OUT 1 00 SHED ° lQ © C1FFE� O �f I � I M 3r t r / •� , 4 \ Cp\�O 104.1 10, �� I 82\% \ , - o / / ; \ / \' o -- 1 , / GRAVEL ACCESS DRIVES ?7 ` '� /. R< .� 4" TOPSOIL OVER �W #3 r \ ,' _ ` ty~ 6" PROCESSED GRAVEL 116125 D �12 1 0 © ' 1/ ' ' DW #4 _ Io \ _ G� / �'.\ CB `� 6j� 3 '42 - - - , - SS p �S #2 ' O I / ` � LIMIT OF UPPLAND I) T co / / \ "[�S - ` 4�00 r'` 51.9 , - - g 8 �y�f ( (� 11 ' �� �\ / 2.5 ?' � RFVIFW ARFA GAR: SMH 6 STRUCTURE SEE DETAIL) OUTLET + 1W 116.0 / \`� 7\ ter. _ © , / r / t1 (INV. OUT 83.0) / ` STORM D IN EASEMENT OR F THE 0 ,' ' i+00/ STOCKP + ( / 98.6- 'OUTH WINDSOR 0 , I / coo + / /CB 1 ARE 9 ' r�'` ° ''s?9• IGgR. ohm _ ��' O�LA E (P�T,bR ,I- /-- - - - - � / Q 111.0 f ` \ �,�jOe�S C 6 �0 ' �E O l I I _ O-Y I , 9 / 0 /. / X91. I \ 1 / '\ / I E ST / ' TP B 11 - - � #6 / l to � pF OCk\�` / C � / , SMH- ' 'q----_l �� + l T 112.0 I 5� f- // -' / .� , , / SOIL STOCKPI'E AREA -4- B 9 , m BSMT• 1 L - _ . - - r ' - - - , 84.25 1 , , ^ , I _ /8 6 , o�. / _ _ - _S, \ I �`r- �x yMUN/ r I 1 8' V 1 TING S P ,.(/� 4g�- \ AN D LE CHIN V ft NOTES. 1. PARCEL AREA; (1)= 408,817 sq. ft. (2)= 108,260 sq. ft. 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 3. PARCEL OWNERSHIP: N/F PAUL KEBALO, HELEN KEBALO, WALTER KEBALO AND ADRIAN S. KEBALO. 4. COORDINATES BASED ON C.G.S. DATUM. 5. TOPOGRAPHY IS FIELD VERIFIED AND BASED ON C.G.S. DATUM. 6. ALL CONSTRUCTION OF UTILITIES IS TO CONFORM TO THE "TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS". 7. EXISTING SANITARY SEWER LATERAL INFORMATION TAKEN FROM AS -BUILT PLAN "SMITH STREET -WHEELER ROAD SANITARY SEWER IMPROVEMENTS", PREPARED BY THE TOWN OF MANCHESTER DEPARTMENT OF PUBLIC WORKS, REVISED TO 12/3/91. 8. THE SOUTH WINDSOR ZONING BOARD OF APPEALS APPROVED ON 4/7/94, A 5 FOOT VARIANCE TO SEC. 10.2 OF THE ZONING REGULATIONS TO CONSTRUCT A HOUSE WITH A 35 FOOT FRONT YARD AT 176 SMITH STREET. 9. INLAND WETLANDS FIELD DELINEATED BY HIGHLAND SOILS, AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 10. ALL STUMPS SHALL BE DISPOSED OF OFFSITE. DRYWELL STRUCTURE SCHEDULE STRUCTURE # TF BOTTOM OF DRYWELL INVERT 0 PIPE DW 1 103.5 99.0 102.5 Dw 2 DW 3 101:0 95.5 Q6.5 91.0 100 94.5 DW 4 95.5 91.0 94.5 DW 5 105.5 101.0 104.5 1 \ ��'AIIANDONED/ / V fj� / ' O re`S w + I dY.ps N + - _ _ _ : ` ` Jr i ✓ �r -I \, I - % ! _ - _ _ _ _ �_ 161?AAP LUNGE POOL'� Y / ✓ , , , ' / ' SEE DETAIL) Z", TP #1 0-10" TOP SOIL 10"-69" RED BROWN FINE SANDY LOAM WATER AT 50" MOTTLING AT 37" TP #2 0-12" TOP SOIL / 12"-22" LT BROWN FINE SAND 22"-80" RED SAND 80"-90" RED SILTY LOAM NO WATER NO MOTTLING TP #3 0-14" LT BROWN FINE SANDY LOAM 14"-36" RED BROWN FINE SANDY LOAM 36"-40" COARSE BROWN GRAVEL 40"-94" RED SILTY LOAM WATER AT 88" MOTTLING, AT 40" TP #4 0-18" TOP SOIL 18"-40" LT BROWN FINE SANDY LOAM 40"-65" RED BROWN FINE SANDY LOAM 65"-90" RED SILTY LOAM NO WATER MOTTLING AT 65" TP #5 0-21" TOP SOIL 21"-42" LT BROWN FINE SANDY LOAM 42"-50" RED BROWN LT FINE SAND 50"-54" COARSE BROWN GRAVEL 54"-70" RED BROWN LT FINE SILTY SAND 70"-100" RED SILTY LOAM NO WATER MOTTLING AT 52" \ //! �• tom- R ' #4 I t�� r ©--__- TIE ALL ROOF LEADERS INTO FOOTING / D , DRAIN OUTLET LINES FOR ALL ROOF O\y00 \ r `` %' © / / , / �+� SMH 8 - "'-7 I' , f .' p• LEADERS NOT DISCHARGING INTO `,�- L . - 4 �1 ' ' 1`:- `� �' - ' \ ,t 1 / / �a�5' / ,' - r �'\� _�/ / , ► / " 60 DRYWELLS (UNITS 12-22) \ Y� 4 �\ �/ ���� v / (� i / ` 1. - ' I / Dy r ' ' '27 '- /21 r^ ' r ' " , r USE 8" PVC PIPE e� , ' © / O / � � ,\ ''� � � ' � \ r � �' , r ` ` ,` ' ! /_ ' -•`�' 9 © 23/ 7 ALL FOOTING DRAINS DISCHARGING TO STORM SEWERS SHALL HAVE ` \ G '' '' 6 l r I ' ' BACKWATER VALVES ACCESSIBLE FROM THE SURFACE, SHALL BE IN \� \ ` I /- - _ ` N . ' 1 g �� L rr 0 / , ''' _', -' / 24 1 - - - - -' 56 ACCORDANCE WITH LOCAL BUILDING CODES, AND SHALL NOT BE !` / I ALLOWED IN CATCH BASINS. `,_ \ rV _ _ Cb ctf r X 92.0 / - - . ,' I r - .' I ' S5 / 8 \� \� -9g v/�" '/''3/- 32 ' ,� '/ 54 r, UPSTREAM STORM STRUCTURE STORM DRAINAGE PIPE INFORMATION DOWNSTREAM STORM STRUCTURE CB #1 108 LF 15" ADS 0 5.28% CB #2 CB #3 20 LF 15" ADS 0 1.0% CS #2 CB #2 115 LF 15" ADS 0 0.87% CB #4 YD #15 175 LF N 15" ADS 0 0.57% CB #5 CB #5 20 LF 15" ADS 0 1.0% CS #4 YD #14 2 F - 15" ® 2.357 CB #4 CS #4 125 LF - 15" ADS 0 1. CB #6 CB #7 65 LF - 15" ADS 0 0.5% CB #18 CB #6 98 LF - 18" ADS 0-.4.6% CB #8 CB #8 122 LF - 18" ADS 0 0.9% CB #17 CB #9 112 LF - 18" ADS Q 1.607 CB #13 CB #10 22 LF - 15" ADS Q 0.5% CB #11 CS #11 90 LF - 15" ADS 0 1.33% CB #9 CB #13 90 LF - 24" ADS 0 4.55% OUT CB #16 65 LF - 15" ADS 0 1.0% CB #13 CB #18 80 LF - 15" ADS 0 0.5% CB #6 CB #17 128 LF - 18" ADS 0 1.77 CB #9 NOTE: ALL STORM SEWER PIPE TO BE ADS RATED N-12 - - 8 -- 12/5/00 PER TOWN COMMENTS GBS 7 11/9/00 PER TOWN COMMENTS HWH SRD UNIT ELEVATION INFORMATION UNIT # TF FF GARAGE 1 105.0 106.28 104.3 . 2 105.0 106.28 104.3 3 105.0 106.28 104.3 4 105.0 106.28 104.3 5 103.0 104.28 102.3 6 103.0 104.28 102. 7 103.0 104.28 102.3 8 103.0 104.28 102.3 9 99.3 100.58 98.6 10 99.3 100.58 98.6 11 99.3 100.58 98•6 12 99.3 100.58 98.6 13 101.0 ,,,:,_a 102.28 100.3 14 101.0 , 102.28 100, 3 15 101,0 102.28 100.3 16 101.0 ��i',; 102.28 100.3 17 101.0 = N- 102.28 100.3 18 101.0 102.28 100.3 19 101.0 �. 102.28 100.3 20 108.0 :f;`.' 109.28 107.3 21 108.0 ' 109.28 107.3 22 108.0 109.28 107.3 23 108.0 109.28 107.3 24 108.0 109.28 107.3 25 108.0 'y+► •109.28 107.3 CH 92.97 `.`< 94.25 1 SANITARY SEWER STRUCTURE SCHEDULE' 7S3 �' \\ / SMH T.F. INV. . 2 82.71 a0 8 84 16 �^ 40 3 94.5 85.0 20' SANITARY SEWER EASEMENT \ \ \\ - - - _4; �42 I r �0 �v ` \ ' / ' ' ' / / / STORM DRAINAGE STRUCTURE SCHEDULE IN FAVOR OF KEBALO. �- 4 96.5 90.15 "\ _ , \ , o r 5 103.15 96.05 / ` �\ \ �\�W +4, JJ /'1 50/ '.,' CB TYPE T.F. INV. 6 106.8 98.0 90 �� , , _ _ , 3 / 1 C 109.9 106.0 7 110.8 100.6 x \` , ' 2 C ' 108.2 100.30 8 100.2 93.9 . - 44 / "/ 3 C 108.2 100.5 9 108.2 100.0 1VOTE: LIMITS OF CLEARING' ' 46 - 45- / 4 C 106.6 .99.30 COINCIDENT WITH 25' BUFFER hIN UPSTREAM SEWER STRUCTURE SANITARY SEWER PIPE INFORMATION DOWNSTREAM SEWER STRUCTURE SMH #7 250 LF N 8" PVC 0 1,04% SMH #6 SMH #6 135 LF 8" PVC 0 1.449, SMH #5 SMH #5 300 LF 8" PVC 0 1.97% SMH #4 SMH #9 244 LF 8" PVC 0 2.5% SMH #8 SMH #8 162 LF 8" PVC 0 2.31% SMH #4 SMH #4 120 LF 8" PVC 0 4.307 SMH #3 SMH #3 65 LF - 8" PVC O 1.30% SMH #2 SMH #2 R5 IF - R" PVC 0 1 R79_' SMH #1 v It 11 000 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b- 20 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN 00 INFORMATION. ALL EXISTING UTILITIES SHOULD 5 10/20/00 PER TOWN COMMENTS GBS THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 10/9/DO PER TOWN COMMENTS GBS AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 9/25/00 REV. BUFFER GBS BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. CONSTRUCTION. 2 8/24/00 PER TOWN COMMENTS JAZ 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 7/24/00 PER TOWN COMMENTS GBS IMPRESSION SEAL AND ORIGINAL SIGNATURE nF THE PROFFS410NA1 FNGINFFR,,/SURVEYOR NO. DATE DESCRIPTION BY RICHARD P. MARTEL 12882 LIC. No 71 i 860 291-8755 GRAPHIC SCALE 40 0 20 esign ( �, , , rof esslonals, Inc. 1 inch = 40 ft � ! Civil Engineers • Planners • Surveyors " CIS 165 south satellite road south Windsor connect cut 06074 PROPERTY SIJRVf; Y 70� o APM PLAN SUBDIVISION PLAN DESIGN.' GBS DRAWN' ✓AZ CHECKED: GBS �D8 NO.: 595 DA TE.' 619100 RESURVEY PREPARED FOR WHEELER ESTATES SUBDIVISION WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT Wheeler Road & Smith Street DRAW/NG NO.. 5951595GRADING. DWG 1 SOUTH WIIotH1SOR CONNECTICUT SHEET I I 4k 1 u Ak � r ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 V -7 INSTALL HAY BA S OR 0 WRAP CATCH B IN (TYP) TRVC � � / l � SOT #2 � / / \�� 15 , I 1 OSED PAVED / \ `\ `OT #3 p KIN AR&A p' 1 \ ` 1 \ REMO SHED \\\� ` / \ 2s' B(/FF \ \\ \ { ` I ER \ ! • 1 _ ' h+V ' yrs� \ /' \_�. / O. _ fin \� ¢IVi , . ��ol — R ,, 4. GRAVEL ACCESS DRIVES Irk �.' \ \ 4" TOPSOIL OVER DW 3 6" PROCESSED GRAVEL I / _ (C) R LIMIT/OFARE CB 4 a STRUCTURE (SEE DETAIL) (INV. OUT 83.0) STORM D IN EASEMENT/- ' IN FAVOR THE , STO 5 K, TOWN OF OUTH WINDSOR �� I , ''CB 1PI ARE / IPRAi� r , + / / CB 6 CB � r c � / •, � / , , , /SOIL STOCKP�'E AREAOD � .,,•, •+, � , / , _ _ - 2 CATCHBASIN WRAP , { , ' " "'■ ! I (SEED ... � ,� � •._- 5- - + P. (,SEE DETAILS) _4 L AttC 'Wv / \ \ \\ Jt 4 LEGEND 0 IRON PIN TO BE SET � • EXISTING IRON PIN n nKill\AP-MT TO RE CET u vvmu• ■ EXISTING MONUMENT SILT FENCE EXISTINGD UTILITY POLE PROPOSED UTILITY POLE =_- EXISTING CATCH BASIN AND PIPE IAA INSTALL DOUBLE ROW OF EITHER HAYBALES PROPOSED CATCH BASIN AND PIPE OR SILT FENCE _0— PROPOSED STORM MANHOLE GRADE TO DRAIN TO DETENTION � EXISTING SANITARY MANHOLE AND PIPE ® BASIN SQ— PROPOSED SANITARY MANHOLE AND PIPE I) ADD RERM AND RISER DURING PROPOSED WATER MAIN AND HYDRANT I CONSTRUCTION (SEE DETAIL SHEET 8 OF 8). —R.L.— ROOF LEADER SANITARY LATERAL — w — WATER LATERAL —9aQ---- EXISTING CONTOUR --Elib — PROPOSED CONTOUR 156.3+ PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION ---- LIMIT OF UPLAND REVIEW AREA • --1-- INLAND WETLANDS APPROX. LIMITS OF CLEARING 17 WETLANDS FLAG i i 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE $ $ INFORMATION. ALL EXISTING UTILITIES SHOULD $ $ BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 7 12/5/00 PER TOWN COMMENTS CBS 8 11/9Inc) PER TOWN COMMENTS HWH REVISIONS PER TOMCOMMENTS GBS REV, BUFFER GBS TOWN L'-IMMENTS rE S PER TnWTv i OMMEN T , NO. DATE DESCRIPTION BY 9 BSA1T.• ,` '' ice„`,---- _ O A ' 1,4_ Y- / -12_� 1.� ' / , _ 6 ^ ' top Tj O/ ?fir.. _ i✓;.s.ot ,Nµ ez 2,� , , � - _ ' 1,5• , - , i / ' _ � ' , 6,- �j--- ' 'Al AP LUNGE POOL 9EE DETAIL) Air A %00--- `�- ' �'�`���NC � ' ��'� ,,, •� �\ �` i ' •,,.�' 5-9- 23/ /-- ` v y / \ ,' ' ,` _ % / ♦ / 24, - - - - -' S6 _1 ' '// 55 / 58 25 54 B I'll SILT ENC -37 40 LV SANITARY SEWER EASEMENT IIN FAVOR OF KEBALO. —\ ` 42 -44 - I - 45 - -- -- 49/ NOTE: LIMITS OF CLEARING' ,-46 - COINCIDENT WITH 25' BUFFER 41NE v 860 •291 • 8755 ����AVJS�i V l� A�1V TM 7010 n17®�T COMPILATION PLAN PREPARED FOR SHEET THIS PLAN IS F 0 R SEDIMENTATION AND GRAPHIC SCALE ■ 1cf 1j 1.1 Jl l� 1G JJ111111 A� WHEELER ESTATES SUBDIVISION EROSION CONTROL ONLY, AND I S NOT TO ° 20 40 80&rof esign �'®�T'II'I�®IL l��.t1�I� WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT 6 ( EN Fes) e s si on a I s� inc. DES/GN.• GBS ORAWIV JAZ CHECKED: GBS �����e$ ®�� �ffi�g� §g�,��g BE USED FOR UTILITIES CONSTRUCTION. ■1 >, inch = 4o ft~ ! Civil Engineers •Planners •Surveyors CIS ✓oe NO.: 595 oA rF:• 6/9/00 165 south satellite road • south windso- • connecticut 06074 DRAW/NG NO.: C.• 1AAJOBS15951595SE2 �UTH WIAIID�OR COrJATECTICU'p' � SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1.000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SO. FT. PERMANENT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% ' APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SO. FT. OR 10-20 TONS PER ACRE. ;Ro TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% ;d APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE .�; 1- 4•� : @: M ; A!"' a",�i � r tip, zi +" � 'r.-a+ .: � � �' •" a T�� -t ,�,0..��y'AYY Y V �y 1 ,t 1.yRt�S CONSTRUCTION NOTES 1. ALL EROSION CONTROL MEASURES WALL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 7. FROZEN MATERIAL SHALL NOT TO BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND ° 8. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. ��� 11's7�t� ♦G .,�.:1i1L"���Y X Y�" � + � r,'� `71�.�-°.I.eif��r�ti CONSTRUCTION SEQUENCE 1. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AS DEPICTED ON THE PLAN. 2. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD. "rkn.. tv a� 3. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON Jk t"`" * THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING ::,':tt;' SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. NO STORMWATER SHALL BE DISCHARGED +y3 7 c �3 ;;ia .r TO THE BASIN UNTIL THE BASIN IS STABILIZED. 4. CONSTRUCT AND STABILIZE DETENTION BASIN PRIOR TO CONTRUCTION OF STORM DRAINAGE SYSTEM. •`�'4" NO STORMWATER SHALL BE DISCHARGED TO THE BASIN UNTIL THE BASIN IS STABILIZED WITH LOAM AND SEED, OR EROSION CONTROL MATTING. 4+43i , 5 GRADING AND FILLING OF SITE, AND INSTALLATION OF STORM DRAINAGE CAN BEGIN. .t� "^•4:r°!, +' " 1`4" .. . ✓ `;'` 6. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS FOR r t .* "„ LOAMING AND SEEDING. 7,PLACE PAVEMENT, CURBING AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SCHEDULE. 8. AFTER ALL SITE WORK IS COMPLETED INCLUDING SPREADING OF TOPSOIL AND SEEDING, THE CONTRACTOR ' SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. PIPES SHALL BE CLEANED BY �r WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS SHALL BE CLEANED BY MANUAL EXTRACTION t' OR SUCTION LINES AS NEEDED. 9. NOTE: CONSTRUCTION OF BUILDINGS TO COMMENCE ONCE GRADING OPERATONS IN AREAS OF T.* FOUNDATIONS ARE COMPLETE. CONSTRUCTION OF FOUNDATIONS TO BE COMPLETED AS PART OF OVERALL }, SITE WORK. COMPLETION OF BUILDINGS TO BE DONE IN PHASES AS ECONOMIC CONDITIONS DICTATE. I+ ESTIMATED START DATE FOR CONSTRUCTION - FALL 2000 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2001 r jj1 y GENERAL NOTES: r 1 kw r�tCt < r ik�;1,� e" 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) STANDARDS AND SPECIFICATIONS. Xty' 2. ALL PROPOSED CA ARE TO HAVE 2 FT. SUMPS. �.., 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON SMITH STREET AND WHEELER ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE .; DESIGN ENGINEER. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 4,T.,I 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. .Y 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE yl CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT D.O.T. "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814 , OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. S} 9. MAXIMUM SLOPE OF FILL TO BE 3: 1. EXCEPT IN DETENTION BASIN WHICH SHALL BE 2:1. "CLEAN ;' • _ ALL FILL MATERIAL TO BE CLEAN MATERIAL. FILL" MEANS < T' UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, ' ` y 4 PRESENT OR FUTURE , OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL 1 r' 1N, TYPICALLY" EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, RUBBISH REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI- 34J­`,41 COMBUSTIBLE OR NON-COMBUSTIBLE: AND BULKY OR SOLIDS OR LIQUIDS. 10 ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED . 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1--800-922-4455. i , 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD " BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ilD 0 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 6 11 /9/00 PER TOWN COMMENTS REVISIONS 5 10/31 /00 PER TOWN COMMENTS 4 10 20 0 PER TOWN COMMENTS 3 10 9 00 PER TOWN COMMENTS 2 8 24 00 PER TOWN COMMENTS 1 7/24/001 PER TOWN COMMENTS NO. DATE DESCRIPTION H WH GBS GBS GBS JAZ BY Maintenance and Operation: The following maintenance operations will be required to ensure the proper and efficient operation of the Storm Water Detention Basin System. The following maintenance schedule is intended to be a minimum guide, and additional inspections and maintenance measures may be required following large storm events that could cause the deposition of excess debris in the system. Pipe Outlet Locations: The pipe outlets and associated riprap shall be inspected annually and cleaned of silt and or debris. The riprap shall be reshaped and replenished as required, Catch Basins. The catch Basins shall be inspected annually. The sumps shall be cleaned when the depth of material within the sumps reaches 1'. Pavement Sweeping:The parking lots within the senior residence facility shall be swept at a minimum of twice per year, Once in the spring shortly after the end of the snow season, and once in the fall after the leaves have fallen. Outlet Structure The detention basin outlet structure shall be inspected twice annually, and all debris and silt shall be removed. The discharge point from the outlet system shall be inspected also, and all silt and debris shall be removed. The riprap at the discharge shall be rearranged and additional stone added as needed. All silt and debris shall be disposed of at a suitable location. iQ�Wlllllllllf� B FRONT ELEVATION NOT TO SCALE LAJ I UJM.X ADJUST FRAME ELEVA NTH CONC. BLOCKS I BRICKS. V TO 12' ALL JOINT'S 70 BE -PONIED FLUSH t FULL PRE CAST CONCRETE OR IbNCRETE MASONRY UNIT, PRE CAST SUMP OR SLAB (OR EOUAL) 350 Ir OF 3/4' CRUSHE NOTES: 1. MIN" COVER OVER Iur ur rrc SHALL BE 2'-T. 2 WSUFFICI�ENTNTO SHALL 20 LOADING. SIDE ELEVATION 3, WALL THC1K ESS FOR STRUCTURES OVER IO HIGH IS W FOR CONCRETE BLOCK VATS. INSIDE DIMENSIONS ROMAN THE SAME. 4 AL PIPES SHALL BE CUT FLUSH WITH NSIDI; WAILS 5. AL BRICKS SHALL BE CONCRETE AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS 1. SET POSTS AND ANGLE POSTS EXCAVATE A 6"x6" TRENCH 5' UPSLOPE POUT UPSLOPE FROM POSTS. SILT FOR STABILITY FENCING AND SELF- CLEANING 2. STAPLE THE SILT FENCING TO THE END OF THE POST 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC �, IT INTO THE TRENCH THE EXCAVATED SOIL. \ COMPACTED BACKFILL 1 - 1 I - CONSTRUCTION OF SYNTHETIC FILTER BARRIER FLOW SECTION A- A STANDARD M.H. FRAME AND COVER �- ADJUST TO GRADE WITH MAX. OF FOUR COURSES OF CONC. BRICK 3'-0"D \ o w - Z t o 16 "ffTYP ED w 5 , ALUM. STEP U, SEE DETAIL Gi w ABOVE Ey, a > Q A 4'-0" DIA_ O I m 4 z_ � 11 _1 PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE REINFORCED CONCRETE MANHOLE SECTIONS WITH "0 RING" JOINTS 5" A - REINFORCED CONCRETE MANHOLE BASE FLOW -17' CONCRETE OR BRICK MORTAR INVERT NOTES: ADJUST FRAME ELEVATION WITH BRICKS 6" 3%4" CRUSHED STONE FOUNDATION 1/2' SMOOTH STEEL BARS 4'X8' OPENINGS SPOT WELD 2 EACH JOINT 6" TO 12" PROVIDE 6" OF 3/4' TRAPROCK UNDER EACH STRUCTURE AT BASE. SECTION B-B I` 36' I TOP 14"X10" FORGED ALUMINUM SAFETY RUNG MANHOLE STEPS 16"O.C. TOP STEP TO BE 4" BELOW FRAME REINFORCED PRECAST CONCRETE MANHOLE not to scale Type "C-L" Top with Type "A" grate LAWN / CROSS-COUNTRY 1 4" Mi . �\ IO - 12" 0 0 0 0 O 0 0 7,i' l'-fi' 7 2'-t I I 1 ♦-' I•H J -T FRONT ELEVATION NOT TO SCALE 2-10 TOP OF I ARE CAST CONCRETE UNIT / ADJUST FRAME ELEVATION NTH CONC, BLOCKS OR BRICKS, 6" TO 12" 3 5/8" AL JOINTS TO BE POINTED FLUSH t FUL PRE CAST CONCRETE OR -'"CONCRETE MASONRY UNITS POURED CONCRETE OR PRE CAST SUMP OR SUE ,-(OR EQUAL) 3500 PSI 6" OF 3/4" CRUSHED \� STONE NOTES 1, MINIMUM COVER OVER TOP SHALL BE 2'-0' Z WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL T"NESS FOR STRUCTURES OVER 10' HIGH IS 12' FOR CONCRETE BLOCK UNITS. INS IE DIMENSIONS RO" THE SAME 4 AL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE STREETS/ STREETS/ PAVED AREAS PAVED AREAS SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL Approved granular non -organic backfill Qmaterial placed and compacted in one foot (max.) lifts. ID % 0 0 12" 1/2 O.D. j PIPES s" 1/2 O.D. PIPE 4Q 4 4 4a 4 4 4 6" Min. dd4 44 4a dQ4 T \ 12" - 0 C 12" TYPICAL SANITARY SEWER TRENCH SECTION NOT TO SCALE Warning tape per Conn. General Statute - section 16-345, as amended, placed 12" (min.) to 24" (max.) above the top of the pipe. Bank Run Gravel fill - Sand Blanket placed and compacted in 6" layers. No stone larger than 1 1/2".- Material shall meet Pipe, as specified -� D.O.T. M.02.05 3/4" Broken Traprock 3/4" Crushed stone bedding material - in rock excavation or as directed by the engineer. The material shall meet D.O.T. M.01.01.21 for 3/4" stone. ockfill to centerline o pipe when using Polyethylene or A.B.S. pipe. SIDE ELEVATION LAWN / CROSS-COUNTRY 0 O O 0 � O 0 0 4 Min. Xr- j ;;112" 12" 1/2 O.D. PIPE 1/2 O.D. PIPE tea, Q a <I 44 4a 4 6" Min. 12" 12" TYPICAL STORM DRAIN TRENCH SECTION NOT TO SCALE STREET LINE R.D.W. F6, I J PRZES l1/4';1, i2':]' 3'1 MAX: r RESIDENTIA, 4' TOPSOIL & SEED MATCH EXSfSTTfVG 4' TOPSOIL & SEED GROUND*.' 8' PROCESSED OR BANK RUN GRAVEL' MEET GRADATION OF 9..06 GRADING B DR M5.01.1. 5' CONC. SIDEWALK <8' CONC. AT DRIVES I fTH TYPICAL SIDEWALK DETAIL NOT .;TO SCALE , 860.291 • 8755 COMPILATION PLAN PREPARED FOR _- SHEET D�`�lr,1tA� C� WHEELER ESTATES SUBDIVISION eslgn & WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT ifrl of es sionals, inc. DESIGN: GBS DRAWN' ✓AZ CHECKED: GBS Wheekr Road & CrMith StTeet 11 ✓0B NO.. 595 DA TE.- 619100 Civil Engineers ' Planners • SuVveyors • CIS _ _ SOUTH WINDSOR COla NEIVTICUT / 65 south sotel;rte road e, 06074 DRAWING NO.. r;. 1 ✓OB 159515950ETAlLS NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. 10. TOP GRATE SHALL BE SECURED TO FRAME. NOT TO SCALE MEET TOP OF CURB, OR EDGE OF PAVEMENT IF NO CURB EXISTS BIT. CURB VARIES - 4' 6- T = r NOTE 1. The lower surface of the cover and the corresponding upper surface of the frame shall be machine finished to provide a smooth flat contact of fit, without any tendency for the cover to rock or rattle. „A" 0 nNisr+ GRADE STORM MANHOLE AL TERN A TT. no(3noonoo °000�� 23,875" Dia. 1" 1.25" 1.25" 0.38" f � 1.2� � 1.12 1 0.75" 1 { r 0.875 { 1 1.56" _ 1.12 I-- 0.56' 0.56" 3.6875" 1.50" 1.94' 17" Dia. SECTION A -A CAST IRON COVER 2 1,5" Dia. Handlina Holes 8" 150 SECTION B-B CAST IRON FRAME ^$laI TANOMD 1LN_ %--ADJ15T TO GRADE MTII CONCRETE MANHOLE BLOCK a n ® ® ® ® ®❑ O fig Boa p VARIES V ®0 M V:q ® o U U L-a IBI ISj Ill irl Li U Q i 8e ® � ®ems ® a❑ ®®®®®❑a °",V e® vjrl 8'-0” DIA. 2' w��•. 8'-0' DIA. '----- _-- All Z.ri 'A r. DRYINELL INSTALLATION DETAIL NOTE: DRYWELL TO BE ROTONDO 8 FOOT DIAMETER PRECAST - HEAVY DUTY OR APPROVED EQUAL 2' BROKEN STONE ACTUAL DEPTHS & MATERIALS SHOULD BE BASED ON A PAVEMENT DESIGN FOR EACH ROAD, DESIGN TO BE SUBMITTED TO AND APPROVED BY TOWN ENGINEER. ALL MATERIALS ARE TO MEET 60' - 0' RIGHT OF WAY - MAJOR COLLECTOR CONN. D.D T. SPECIFICATIONS 50' - 0' RIGHT OF WAY - MINOR COLLECTOR FORM 814A AS AMENDED 50' - 0' RIGHT ❑F WAY - LOCAL 30' MAJOR 30' MAJOR COLLECTOR COLLECTOR Uj z 25' MIN❑R 25' MINOR z COLLECTOR COLLECTOR 1- 25' LOCAL 25' LOCAL W OC LLJ ix 13' MAJOR COLL. 17' MAJOR COLL. ti 10' MIN❑R COLL. 15' MIN❑R C❑LL, 17' MAJOR COLL. 13' MAJOR C❑LL, 12, LOCAL 13' LOCAL 1' COLL. 10' MIN❑R COLL. 133' LOCAL 12' LOCAL I' 4' CONE 4' N StOpe SIDEWALK . 12'— SIDEWALK Vq SEE DETAIL POINT OF SEE DETAIL 31 Af RIeS 1/4':1' 1/2'11' 3/e. 1• I APPLICATION ___-� OF GRADE 3/E• 1 BIT CURB I/ '; ' 1/4' R£SID�NM(/M TIgE / 3, qR/f 4' T❑PS❑IL & Jr i Z-4' T❑PS❑IL & ReSdFNM(/M SEED SEED Tjq� 1-1/2' BITUMINOUS CONCRETE CLASS 2 GRASS STRIP 6' PROCESSED TRAPROCK BASE W SURFACE COURSE (COMPACTED) AND RESERVED FOR (COMPACTED) MEET GRADATION MO5.01-1 U 1-1/2' BITUMINOUS CONCRETE CLASS 1 HYDRANTS, 6' MIN BANK RUN GRAVEL SUBBASE BINDER COURSE (COMPACTED) POLES, ETC. .'RAhC rnuoACTED, DOER PRLPARED JUBURNLL (LL19rML1LL/J FnR I nCAI PnAn', IF PAVING IS DONE gF7ER DCT 15 DR BEFORE APRIL 15 MEET GRADATION OF M206 GRADING B 2. OF BINDER COURSE SHALL BE PLACED. 2' BITUMINOUS CONCRETE CLASS 2 zb SURFACE COURSE (COMPACTED) AND 2' BITUMINOUS CONCRETE CLASS I HINDER COURSE (COMPACTED) FUK IULLECTOUR ROADS TYPICAL ROADWAY SECTION NOT TO SCALE 0.75" N T S- ALL MATERIALS ARE TO MEET CONK. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED J! qP ti ;A, � R.O.W. 4 SIDEWALK GRA 4'. LACK6OE CURBING I\__EXPANSION JOINT AT BACK OF CURB IDTH VARIES AND AT SIDEWALK LINE (T�EXPANSION JOINT AT BACK OF CURB AND AT SIDEWALK LINE j SLOPE NOT TO EXCEED 1,12 GRASS 3' MIN BITUMINOUS CURB LINE 3'-4' MAX f--WNX1TNC CONCRETE CURLING &O.W—. a c\.. T. TUMINOUS CURB TYP FINISHED PAVEMENT LEVEL DTH SIDES) SURFACE SHALL BE TEXTURED AND NON -SLIP. NOTE) DRAINAGE DESIGN IN THE VICINITY OF RAMPS SHALL BE AN INTEGRAL PART OF THE RAMP DESIGN. NO DRAINAGE STRUCTURE SHALL BE PLACED WITHIN THE LIMITS OF THE RAMP. LAWN / STREETS i CROSS-COUNTRY PAVED ARE TOPSOIL do SOD OR SEED MIN. N.T.S. _ 24.50" Dia. 0.75" 50" 21. 5" Dia. I J I 36" Dia. - 48" Dio. °. ---3'--- SECTION WATER MAIN TRENCH SECTION NOT TO SCALE BASE AND PAVEMENT PER PAVEMENT DETAIL APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. SAND (CT DOT M.03.02-2 FINE AGGREGATE) 8• DUCTILE IRON PIPE TYPE 'K,2' BIT, CURB NOTES 1. TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN, COATING TO BE APPLIED PER M 04.01.1d4 FORM 614 A BITUMINOUS CONCRETE UP CURB SECTION / ❑❑❑ ❑❑ ❑❑❑❑❑`�ij ❑ ❑ ❑ P ❑ ❑ a^ /`T n n T o" cTnKic Tn oc of Arcn V V V.V. p. L J p Vp�L V VL 0000 ❑ ❑ OVER FILTER FABRIC MATERIAL ❑❑❑❑❑❑ O ❑ ❑ ❑ ❑ ❑ 01313 ❑ ❑ ❑❑❑ ❑❑ j ooa�" " ok oo FDGE OF PAVEMENT ANTI —TRACKING APRON N T S y OPSOI1 & SFFD ----- �, X _iR, I DETAIL 'A' r }�� SECTION Y—Y '> 0I A K I \AC-1AI { r I— /-\ I V V 1 1 V Y '•y � +�`llf �•yyiy� , �..\ `i` "�'}U..• �t } l Sty[.. 4� y,�F.��Aµ-�.' .. �, ���W'.{r j-,� %��•}p ���,t�� ~`• n .t-dYii''.+.FT p}i 1.: NM TM NTS. DETAIL 'A' FOR USE WITH COR- C (BARREL) f B RUGATED METAL PIPE 54" OR SLOPE LINE---- �I I� 1" MIN. LARGER. a - N v SECTION X—X _ END VIEW POURED CONCRETE CUTOFF WALL OR PRECAST CATCH BASIN SUMP, ANCHORED TO CULVERT END FLARED END M N.T S. c �N.�\ ) R T� ��M� a r �'r�'n}�'♦ •pt. )..yea ,��,�� 1'y 1� ' !'. it N 10' SINGLE RIPRAP PAD N T S. 6' RIC DN O.A.E.) PIPE DIAM. A B C D E F G H WT RIP -RAP IN TONS 15" 10' 7 1-1/2' 1' 1' 4-1/2' 1-1/2' 3' 6 18" 12' 8' 2' 1, 1 ' 5' 2' 4' 8 21" 13' 9' 2-1/2' 1-1/2' 1' 7' 2-1/2' 4-1/2' 12 24" 17' 10' 2-1/2' 1-1/2' 1' 8' 2-1/2' 5-1/2' 15 30" 20' 13' 3' 2' 2' 9' 3' 6' 22 36 1 22' 1 16 3-1 /2' 2' 1 2' 9-1 /2' 3-1 /2' 7' 33 ENERGY DISSIPAT R nETAII GRADE AREAS TO ELEV. 82.5. PLANT WITH CATTAILS, FOX SEDGE, SOFT RUSH, GIANT BUR —RUSH, AND WOOLSEDGE. INSTALL PLANTS IN RANDOM FASHION AT APPROX. 4' ON CENTER. INSTALL LOW FLOW CHANNEL BASE TO BE ELEV. 82.0 5' WIDE X 0.5' DEEP CONSTRUCT WITH 12" OF MOD. RIPRAP. I 1 r—PLANT WETLAND MEADOW MIX GRASS SEED MIX IN / -_ AREAS GRADED TO ELEVATION 83.0 �"�' DETENTION BASIN OUTLET = ,I STRUCTAE (SEE DETAIL) /Aj��� OL = ��E' _'� 1� 1 (INV. OUT\N83.0) / 79.IF , 1 /j/`\ Y f 1PR P' ERM B ' - �1 8- , i _- f i I / Lam/ ,M Z. : ✓ i I-o -r 100,' 90' / {4. (SEE D IL / 5 \ - " Ca 'T� -C 44 P f I ` \85, RQ/A1 ; 1-ERAINASt- 1), �A�I tARY_ Oj 'f 1 1/2" BITUMINOUS CONCRETE CLASS II SURFACE COURSE PER CT DOT Iv1.04 25 N EASE7vtENT _FN F IF TOWN OF SOCJ�H, 2O 1 1 /2" BITUMINOUS CONCRETE CLASS I BINDER COURSE PER CT DOT M.04 IF PAVING IS DONE AFTER OCT. 15 OR BEFORE APRIL 15 2" OF BINDER COURSE `}, �� ) ' -� ` \ �\ �l� - • / It man ","raw 1 T - �I t f 1 1(' SHALL BE PLACED. 6. 0 V —,` l i , / - /` �■' " L 1 I �I� �! 0 6" PROCESSED AGGREGATE BASE PER CT DOT M.05 '��0 Go��`�./�� _ ��1/ - Lt�� ��f �/; 80/�Q \ / ;i1007 U 6" PROCESSED GRAVEL SUBBASE PER CT DOT M.02.02 �' �' �� M ,to ° � V - ' P4 PP A P) I IN] r,r P (1(ll / BITUMINOUS CURB AND PRIVATE PAVEMENT CROSS—SECTION INSTALL .MI.N: 12 OF TOPSOIL n t c,- AMENDED WITH FULLY COM•POS-� DETENTION BASIN DETAIL- TED VEGETA'TIVE,�'MATTER TO PRIVATE ROADWAY TO CONFORM TO PUBLIC PAVEMENT0, C.OM-P`11SE. 307, OF `TH,E''•' CROSS-SECTION FOR CROSS SLOPE TOTAL ... VOLU M E 7 11/9/00 PER TOWN COMMENTS HWH 6 10 31 00 PER TOWN COMMENTS I+WI {x 1 UNLESS OTHERWSE NOTED, EXISTING UTILITY REVISIONS i 860-291 • 8755 COMPILATION PLAN PREPARED FOR SHEET LOCATIONS T r N 1 hoc LOCATIONS AS SHOWN, ARE BASED ON AVAILABLEINF5 102O 0 PER TOWN COMMENTS GBS y— BE FIELD VERIFIED PRIOR NTOUCONSTR CONSTRUCTION. & D��'Q� ��� WHEELER 'ESTA TES SUBDIVISION 4 10 9 00 PER TOWN COMMENTS GBS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 9/25/00 PER TOWN COMMENTS GBS WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT BY A LICENSED LAND SURVEYOR PRIOR TO g 24 OO PER TOWN COMMENTS GBS ,pessign ofessionals inc CONSTRUCTION. ■ DESIGN: GBS DRAWN ✓Az CHECKED GBS Wheeler Road Smith Street 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 7/24/00 PER TOWN COMMENTS JAZ IMPRESSION SEAL AND ORIGINAL SIGNATURE 2Civil Engineers •Planners •Surveyors • CIS /vB No.: 595 DATE 6/9/00 1 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY165 south satellite ,:1n south Windsor Connecticut 06074 DRAWING NO.: SOUTH WINDSOR CONNEC'IUC TIC' 595/595detai/s2.OWG i i ' '�c! 4%Si e. � ' .� ����;-, NMWW4044;� �m zrl I'MIM Ahk 1 hail M IV MR 43* �pvs77it A3�;leZ., �U401V1�GNf -,.. �k/,S77IJ(5i 77AVF ,� !J/�/Gi•Si�dY 7t3G5FT�,G7'c�`-,U�t/.O �a✓�IL�Y%F� Bye �f�'�l��i�-,2 77N c7-icyv AGT t/�7YC��' - A • C C S. >� A�W�5T/rcic� O�E�v - /�,. Site Landscape General Notes: L �J • . • _ L •_ Din— -na lx/��r1� il....l, TL.� . 1 7 J t. AC.L P . v ,vacu .. vvucn aicLn: , III- •'t V U3VU woVucrt uccn vu Lill; k,Vlrllnunity Center shall be designed and configured to preserve and / or Q4'�/�Yl� Gam/-�5?E��A�`Tirl�T�/�, F t'.�p�� �577A.4* �r'ti/7-. �% ' , _ - ' incorporate existing specimen trees and plant material. ,44jatd _W/7/y STZIA-��T Tb '� � 7h'���T�C�L�>`5��'l1✓/V' CTYP � Community Garden Area. The Community Garden Layout is Schematic and will be adjusted in the field to preserve and l.�t/ ' • accommodate existing mature specimen plant material where possible. v vir� -. /\ \ / PPtiPctrinn Pnthwnv• PPdPctrran Pnthivnv ( Ccv ChP,�t i 7 i nnrlcno.,n npfq , l A-11 I— 1., - 7 . a a F to t, a t — w — . .- i _-._�......... ..... .. r . .......... ..... . .,..,. vvv vaa.,..a ........ LuIIV o\.0 �. Ll.lat/J . �r •��, 1, 311,111 V1_ )ayeu VUL aL LJ'raLI an 11 U �Laneu Lu avoid 7�c/U7}7TE bit//l.0 (''7n Zxis'ting the removal of any significant Plant Material. This Layout shall be reviewed and approved by the appropriate Town Stafi'prior to the ,S/��45-rAV<26-- O1commencement of construction activity 7;C?IA•tl �U��t/ Vegetative Buffer, To Be Preserved, ( Typ ` _' '"� Planting : For Applicable Planting General Notes, Landscape Construction Sequencing Narrative, Various Lawn / Wild -Meadow / _ Detention Basin Seed Mixes and Appropriate Site Improvement Details. ( See Sheet L2. Landscane' Details 1 For Tvnical Residential C,li`•STr� //� L✓FO(' �GFt / � _ � - - \ •�ztr h. - - � - rr+ l • H�✓• r r-r �����` 4 - Foundation and Screening Plantin s and respective Plant List, See Sheet LA, Typical Residential Landscape Plan All significant i'���5 7a/•5�.2 r P�nP��I� ,2�y .`� � o � \� a[� �� � � � g g P ( YP P ) � g Proposed Wildflower Meadow Area, ( See specimen Trees and Plant Material shall be protected, preserved and / or transplanted wherever possible, as noted, ( See Sheets L.1, • 8/7�Ly,ST{,c��- / ; - _ • �vQ a Typical Seed Mix on Site Detail Sheet, L.2) L.2, & L.3 ). ` r Lighting General Notes: All proposed exterior lighting standards and fixtures shall be in a size, style and scale compatible with the o , community's residential architecture and landscape features. Fixtures will be specified to provide the optimum amount of illumination •- - 11 � Proposed Lawn Area (Sec "Typical Seed - _ � % '�`',3 � • ,1y i Mix on Site Detail Sheet, L.2) CJ for their design purpose, while avoiding excessive glare and designed to prevent any back -lighting or illumination onto adjacent 1 t - 3 • r properties, ( See Proposed Typical Residential Private Road Light Pole and Fixture Detail on Landscape Detail Sheet, # L . 2 ). ? Proposed 13 Watt Flourescent Architectural Wall Mounted Lighting depicted on this Plan are schematic and should be confirmed by reference to the applicable Architectural Plans and Details. Cross Sections: Refer to Site Details Sheet, L . 3, for Landscape Buffer Cross Sections, A - A', B - B' & C - C'. + Ft 4 v1,4'1)SED PAVED + • 1y t?Y • j,//,A`\ ' I�ARF INI, AREA • 4 •, � / . • T ,}• `% '• , �' �/b `\ , / � / \ /� i _ . � /�//•+\ t HtM -3'4�1 04, + #3 r + ° 3 Ant , Pro 41 ncrete P `yFf r • .. Pro posed Wildflower Meadow Area S / 46l'c Sid,, =�_ r 1 , ( See f ( J �i• watk _ 7 Typical Seed Mix on Site Detail Sheet, 13) -M• - - Proposed Detention Basin, ( See Typical 1 • + / • \ '` ... ,\ r �� �► .� 1C�JI ` ' SPPd N4iv nn Ci*n np.„ :i QL___� r •s - � � .1 � - -- - %� T \- `\ / .. � `_ _ . � -_ , , � -• — •. � -- -_ ....,. vaay11.G 1lClllll '( L' 1 Proposed Detention Basin Channel Plantings, See A ro riate Plant List This Sheet a F- 7b EB A , + P (P .c",, + � �\ �• -� � -�• �' � �>'ti��,\� •'�� err Co pity k' \ , .� '{- T,e�I /, � // � ,• ` ` .trdeos mil/ � •� � � - r 0 V r . General Site Plant T .i ct • , ,' 1 Gazebo Key Quantity Botanical Name Common Na1ne Size Comments 13 Trees: Q ♦ Ee # 75 Existing Site Plant Material, Pine, Fir, Spruce & Arborvitae 4' - 1 S' 1It 'Transplant Ed 423 Existing Site Plant Material, Maple, Oak & Birch 10' - 20' lit Transplant #7 ;arde 03 ench s Ar # 10 Acer rubrurn "Autumn Flame" Autumn Flame Maple 3" - 3 12" Cal. B & B � � . � -� �- �•• ' ♦ �i • ` '� Qr # 12 Quercus rabid Northern Red Oak 3" - 3 1/2" Cal. B & B 3 - •' '� � � � Fp # 9 Fraxinus lancelolata Patmore Patmore Ash _� - � I/2 Cal. B & B " - % " ro osed Pc�iestrian Pathway Pc # 4 Pyrus calleryana "Bradford Bradford Pear 2 2 - 1/2 Cal. B & B #6 i ' V - ^ Ov # 3 Ostrya virginiana American Hophornbeam 2" - 2 - 1/2" Cal. B & B .,r • . 1 I - Ps # 3 Prunus sargentii Sargent Cherry 2" - 2 - 1/2" Cal. B & B ' t3 Mh # 3 Malus hupehensis Tea Crabapple 2" - 2 - 1/2" Cal. B & B l�o� Ac # 8 Abies concolor White Fir 5' - 6' Ht. B & B Pg # 5 Picea glauca White Spruce 5'- 6' lit. B & Bdin 13ene es Pn # 9 Pinus nigra Austrian Pine 5'- 6' Ht. B & B � • , �I _ � • ' ' f ��• _ ,' - To # 21 Thu'a occidentalis "Nigra" Dark American Arborvitae 8' - 10' Ht B & B ,� - •' Shrubs: MC H .'-v Rhododendron catawbiense Catawba Rhododendron 24" - 30" Ht , 6' O.0 B & B �' , / t , ' t _ / � � �� � ��7- \`� - _ ,•� .I Vt # 29 Viburnum triloburn American Cranberrybush 24" - 30" Ht., 5' O.0 Container ~ _ Ili Iv 1120 Ilex verticillata \\'inter berry 1 lolly 24" - 30" 1 it., G' O.C' B & B V /, , , 1 t J ` . Cs 426 Corpus sericea }tedosier Dogwood 24" - 30" Ht., S' O.C. B & B ; `a� Proposed Lawn Area, ( See Typical Seed �� %/� l -,�►' - Tm # 50 Taxus x media "Densiformis" Spreading Yew 18" - 24" Ht- 5' O.0 B & B Mix on Site Detail Sheet. L.2) Kl # 16 Kalmia latifolia Mountain Laurel 18" - 24" Ht., 5' O.0 Container Ig 829 Ilex glabra "Shamrock" Inkberry Holly 24" - 30" Ht., 6' O.C. B & B 'e '• r_ Existing Forest, To Be Preserved, (Typ - t Vd # 31 Viburnum dentatum Arrowwood Viburnum 24" - 30" lit., 6' O.0 B & B S / - Rp 927 Rhododendron'PJM' PJM Rhododendron 24" - 30" Ht., 5' O.C. B & B l�cc ,t � � n,wuvuenuron carountanutn Carouna ihododendron 24" - 30" Ht., 6` O.C. B & B Pm 427 Pinus mugo'Mughus' Mugo Pine 24" - 30" Ht., 5' O.0 B & B Detention Basin Channel Plant Lists- ;'� ,- S Jcs 437 Juniperus chinensis'Sea Green' Sea Green Juniper 2" - 2 - 1/2" Cal., 6' O.C. B & B _ `, • -,• � _ Jcp 936 Juniperus c. Pfrtzerana Glauca' Blue Pfitzer's Juniper 2" - 2 - 1/2" Cal., 6' O.C. B & B Key Qtianl;;% Botanical Name Common \amL Size ► •'• ti�5 Ground Cover: — - 3 -�✓ Pv tr 20 Peltandra viriginica Arrow Arun1 2" Peat Pot, 2' O.C. 3 P T/vi 3 1b # 10 Juniperus horizont "Bar Harbor" Bar Harbor Juniper 18" , 24" Spd , 5' O.C. Container � Sa a 20 Sparbanrum americanurn Burreed 2" Peat Pot, 2' O.C. �• Ec # 330 Euonymous fortunei 'Colorata' Purple -Leaf Winter Creeper 2 Yr. Root, 18" O.C. Flats pc rr 20 Pontadcna cordata PtckerelvIl:rd '" Peat Pot, 2' O C 3 Hs. # 140 Hemerocallis speciosa Daylilly 12" Ht , 18" O.C. Container i - SI it �U Sagittaria latifolia Norther) •�� head 2" Peat Pot, 2 O.C. REvISIIrNS F �a - — T - O ...• .V1. HF MFi. rl, tv ntit GRAPHIC SCALE p e e WP- � ELER ESTA TES Sr �°r'CPI-of 'ID�C�Q ° (° t Q[�1 r oI — Robert C. Schechinger, Jr. ASLA �'�!e d�% c':. .,, C, zo 40 8 �gn10 Front St:eet, The Turbine House Landscape Architect ! �l:>. s : Lc— rtttt.t - __ WHEELER ESTA TES SENIOK REc...,: �'p �Toess�onals inc P O.Box 236, Collinsville, CT 06022 Master Planning �;.' i IN FEET 1 ! �L;N GBS RA►r.' ,�AZ cHECKEL� —_ Tele 'M I.0 s ; --�--- — - Why..,. Roadl &L S, , ; r... Street p 860) 693 - 102� Urban Design oe*% +0 sarJ 8{ 1 inch = 40 ft. ■ � ,o 5a5 —�—,A rE ' Civil Engineers Planners Surveyors CI_ - E�� g Y —1 — 4 fE �rE SC KIPT1ON -- — � t Facsimihe (36ti) 693 - 4832 _ Construction Admin�atratlon y'r,;••••E � Q � vC NC a - -- SOUTH WINDSO)F. ^';c 1i ? '7" i- J'r • CAPr b.`, 5C ..tr sateii re : �c Si w r :,r,ne t r ,. 7 , < 11111111 ,vow, � �xrs�rvc� ov �� c�y�c.,�c.�✓�e}s ,�YF2.3� Lrf�-'N!�'Gv/F.1✓Q� i�,/� S �11G71/24L QI,GQLI TY. So�,.ni�.r✓ f�2�C.L F�tT/O/k��iL-.�C1/,i�kY ��/rV� . C',AsT-C.cwc�� rEt�.c//T.�vE.rzs; PiTc� Tb,�l Co` e. o Cx 1 t✓ ' tG } h ' c�D�Qe- �i�� ��� ��%rABGE B60r11S). /op�i'y/r�i ,�G���1{G�7�E�,o 2' G- G C!G= 6 c �.vl IlF� I5ac5 .E1 l`� Dr_y-Laid Pre -Cast Concrete Sidewalk and Patio Pavers; Scale = NTS 00P I IPG ..�. �.. _ I � a � a rvomcrvl✓ MVla/ I I L4MI1-5 OF eLIrARING -,ND �?�AC�ING, 5L.i320LN"% ENT m GWOLP OF T121:E5 Of? ; k E , 5eF,- MIN. 5' Tree Protection; Scale = NTS /,Y." 4 4 0 4 � v v v c v a �i>�U,e� Tb BEA 'e,?1C�fM�/O °�s7Y� �5�19�tuF�7U�D �AMTE,QN,_Z�/C �X7VZE 70 7nP,4VO `9 � nrTLa �/rJ/rtlt�i/ZE `S L,Be fl /7,5_, t77 i✓67_15 �/J.�/��.0 ESL• . ` �' ; fi1G2/G[STi54% c5/OE 57'16� �1�T � �6 li2E0 /V 7f� 'f ,r O.O. VCCr1# JZ_aM1AV, r-/ DOGE Y F fxTcfe�s7-0 4KWA17� E'�,�-ZIA//7-5 Lr�iI-/1•, � 4 /k7 2 55 To 4! /3 AIA77 /_i,'7Zi(- / /DLv el c/C� CGr/F� �I�TE cvza�vo lam, <57-�¢�S/ �1V� �4'M/rVGI'1t5 C��'lr�E7"� C'1/R� �f-6' 7f�/1�,�t/•{7'j9��TiYJi7E1�.9-7i�r�_"CfE�.S, ,�Yc�hi-vro T��ZE TGM4KE Trr�. �C,vcrEcTiQcri4TTs��i�lo f1fz�; EkT�O 7 Ccwtl c�V T cSf'�Cr�iC/fTiGWS . , 5 �uF�t�7Lce�;s 77CIV Residential Lloht ,Standards and Fixtures Detail, Scale = NTS �- WOOD .AND w�xJc�r-t-T- Z�ON �DE�► A\�— �lnlr�r-t �� 5�C.H,.6-.5 K44,kiuFAC�iLT t7 MY LiErZKEL.EY. ,c,NGHOrz C-vAZG1F_=J\t511ENV1 Fb �E Orz- �P1�J2r;7✓✓ � c Pt :P_ MAnrUFAG� � JE2J;"C'S SPEC11=1CA-t101� Garden Benches: Scale = NTS " `Y Z IF l ic- -t Z'x Z' SQ _5u�E PIS c rzOL1ND- r t� Ir�71=D t 75 WATT (.rtFsal, t 4 �l JGE gicr J a01- LiGiWi; o,'ITH SEL,,Ir- Sf-0t1D5 � JN VI-50Q1 t-,1z' 1,' Q F't CAP_VLC WC :0 C 1h ILJNIn LXCIP4 -- - Community EntrySion, Plan View; Scale = NTS - - -rvz_rclat�_ rc_murr<_ CC��1r C t AS GF lib V r '� ?Ciz:a 'ram , fcv ,sue AID ,r�•c�- MAT�k'.J-�1.. Groundcover Planting; Scale = NTS coM-T 8s rvl�rc c.�f P�TNk/�y r 11),' - _ _ �I:'I:'t' -_ �► �---- ill,,. ,�•,•,.E•-.Itll,,!�� tt�i I,-i��-�� J,1 Tr - _ 1j?1 TbSTI� Stone Dust Pedestrian Pathwav; Scale = NTS RE10 _,i' - ---- --- Robert ('. Schechinger, •lr. ASI,.. 10 Front Street, The I tlrhirle House Landscape lChitect I t -_- - --___— _-_ - _- P O Boy 240, Collinsville, ( "1' 00022 %%aster Planning, Telephone (800) 61)3 - IO-' than t)esign Facsiniihc (860) 693 - 4832 Construction Administration 13 PZL1JINC.1 IN f- WIT)-i ; y f' �� 1•J:)7Ch5. 1 WI-JffZE� rat 1 1T iNC, rl 1�,G,i_E LA -I WITH /V_r_ZJ�D ►-jC�'rrCULJUIZA,t•_ 5,9N ID \ \ �+! JUL= 1r , DEvIC�$,LF� 1Jr-7AiJr C�1-s�X11�JC7 Cl� p ,j CZCC- Z TO Pam`. - viL THE hroi �U 1-t IZG0.40,JGo OF PiT fiJJ�-J ACC- S _-j!� ENE 5C AZ f 5PE,GF_iG I=LaMr. =F L, J�Lr1 11=D Pam_ . ra r~'�n1T11.JCa. Ar-fl?_pi�l V-ML �t.iDAPP��D 5Y �/`� 2.G +CuOt �� Ot= 3"C�J .O� t,ESS.N iD 7-T {- LmiPSAl2c, H1179:T. CIF 5OUumH 'Ta 0r4C 7r-ti2D Or_ Thtf OCOO � LC 5 • > Mw. Z Fes'':_ -I (Zf- TH is gtzr- MAY 13E r3Y51Et_EGTrvE� r.vC7� 7)IINNING _110 8°J-Ah1C+; ZOO-r DuQJNG T1ZtJ-LSPr JJ I I1�rC, .1.J�vE[� ,a, Q �r`�'. G:'r=r.-J'l 7_12EE S Sr-tAr_t... i2E Gam. YE.D,; MIrJ. 3 PCB -TH1,5 C,t--r-- rz-A CIE, 44 'GL YS A. WNt J ZE 51 ice- FV-0HIr!IT5 GUYiI, FnZ5Tc .� 5T - ti_ ' � " � �-Q � , 1� e. 'l-rZEf✓� vi'Z�C�1�, �•iJiALF ` PCQ.-r�-t�G FCY�ITnN A OvF- : e-1y v/ j I1�OV7✓2 OF� ff CrtE_S OF.. ~"i> Uf,-, -- - �S >� Y."` 5. DE7AJL MP1>nlTr;�C Jse=4_^ :- L'}W.tv1��Li= OF T>` FI�cAJ1CF� OIFE�Z TH E. 51 tou-r r Gvatt,, 1� Cy�a L1C3E Gi�LJ-V. V.1P_L'_, f �. GL7) [LJiti'IAP/Z5,N ','•/iF;F_ E'�•� i-'fAL =)'0M-TiC �'� �---• � /�-7'r-tItZ.D Of- K'..�7T %LL ; %�U�t�?�/t� ALL ��''I_rT7i�r1C r`AF-n,;Coa_�.�rIn _111r1 ur�� t:J.1T1", ,EL_T'FT_'1`,tit _ - - �-� '\ r�1• I37';1-r f� ALL-. ^-r}1 N�'T�'L'�.L��E,,l.a].•L�._'J`•.�1 _'�11-,�-t` I' i \ , -- - - �-� C (, . 'J r•'�! D �t� ,:' nl,��'. ','.'li�_'L`_,`I1.:'L•`iTL�� -x f r-Ic�t-L" i�1JG' C;_'. _^ vt_J'r�< . • p - - - _ - .. _. j \ .1 r i 1 . V -i I K L 1I i —� �II /--- ��l j•_t:X7T!<ri•L._,'•-.,_.�..t_1G'-fT1�r•�,�':� i r ,�l_rrs��i�-------- .-. (illt(l�� t11►�`llll�' �f � �;��- ;� .rt,.;�� _` p_.r. . , ; ,, �.•., : p-.. �_t.•r <_,�;.�;• ,,�•�. eI F ; P��1TIJ�L'7 r (C ►�lt Lt_L7 /� ; ��11�J, l+Ertl • - I- i.,,, i Wr-rH _I} OF1CL7 P�.'�fT"IJ_1C III I�I� I i i�kii. �-1�� IlTrl�i �a,� --� ,'�}.l�_ 1 t r i'�.t�' r�•'•1r1_l13•^..',;'P F"c IMG T 1' - III III pII� G, r CCU IL-15 TWiCL rA1.1- rAMEyr--0- � Tree Planting; Scale = NTS WITH API CJ' � rrtiSt_71CLX_TUZA�_ E�kLlU2AL- F=bZN1 CI' _5 E JFIC PL.'tiJ-T- I�A.P>�OPLJA.TE aND AP�''►�D lJY Tl-1 E l�J� �F�E A.JZGE-i r Tt:GT Or�1 L I�uearl-1 -1-0 ONE✓ �'H<2C) OF T-rl `L-' 1v�-t-�wNwc -ro �l�.Ncc �.00r � LOSS Du>`Il-JG T�?.SSF�L�.t�tl1NC•i.— � ,J ,I x 3'.�i`'�`�.�=p t Y tip l�'.J--I• .�`y.Z n-r. A;ZL: [ t)L4 W[TH �G[�zt1.tG t�v►cr"�,r�.�JL.n'p.r.Ir�L..A7Ji.ICz O2' 1-u,P_ Cf`Nlt� C� PiT _ IZF3�CE5 _-HAi..t_ f✓k: f ' F-le.D FP,JQP- 70 PION T1N� Z CUT C'_t.•AP FiZOM 7aP THIZQ CF ZWr fALt Fop- ALL E Ar.JD t:L- ZLAPPED 1. - �L_%,�. �J�.�J�v1G/E ALL SYE-rrF-tET1C W �s , KC�S AtJD-TWir�1E.5 e1J-r'T1zJ✓LY 1--�I✓t �}-+E lz�ocrr aa.[._1_ c2 ram., r. 3 _LETQ.IL Mt=1�t.fr AS E)J�AL l�JvtPL..E . Or- l��rZ PLANTIF' KL>`T E['i-tCD 1M'tE2� � DEfA1L. AEJI� 5F-��Ct IONS �IPFE2rr 1 THE L.4TT -p- st-ta.1-L �/A1L. - rl� 1' �., .ter\ _ '� �r...� /II -----• I-C� 1.L:�1. G�tr1tN. 'I WITr- �a �: _-:-> i?L_ �-rrv.x_t I _ �— ---c ' �t,1r=::.•�s- •�Jlt_ r.tilx r�t�r�:: I_C�r"�.t_t._. Wit- Mt;•;. — ---- f=C;I Y�L3 l hrCL' E'r�l� . f�l�t�l1�lL`[± I �aJ ,O r�l-rCr 1 i���Y 7t)r ': f� I r-L- Jiv1�IL-r HT. Shrub Planting; Scale = NTS I 24w �': SG?t.►.o,�-� �z..aW�.t�7ar.� I (S-,FZDLJ JCS - MLZ)ut F- 1-f5 WA-r`r ME_irAL Fi�_JDE_ 51Gi✓J 5F�r" LJCGH-r Wi'1"1--1 5►DE _SHJELD ThP Vrs02. -i F7t�fl5F-fE.f� C-�2�>L7E, (SEA l..s>��C�PE i FJ__AN Ft F1N15H NW-r7 L5�. - 17 ­n F t' r�i,2_v�1� u��^p rl�E,nl.:t i urpT�r �,I.l. s+Gr.f ,�,>i;FA v of t� -rb 1� ' 15oKl t ETTE�s � G IC sr'NI>�Oc.s FLu5H � T GNNEI�, At.Jp �Y -T IE GC mml ss► 1 r� eG�PIZfATE -T�` YN ST�.1= F Community Entry Sian, Elevation; Scale = NTS Project Lawn /'Meadow / Detention tsamn Seed Specifications: Grass Lawn Areas: Seeding Rate; 5 Ib /1000 S F Kind of Seed * Percent of Wei Jlit Magic Perennial Ryegrass 250 Fiesta lI �;o Yorktown Perennial Ryegrass Touchdown Kentucky Bluegrass 0 Merit Ke-- --: ky Bluegrass o 0 (* Or A ved Equal ) Wildflower Meadow Areas: Seeding Rate, + / - 8 Lb. / Acre, ( 100 Seed / Sq Ft ), a- recommended by the manufacturer, shall be the "605 - Northeast MIx[ure" as manufactured by Applewood Seed Company, Inc., 5380 Vivian Street, Avada, CO 80002, Telephone (303) 431 - 7333, or approved equal. Detention Basin Areas: Seeding Rate, I IbJ 3,000 S.F.; shall be the " 2000 Welland Seed Mix ", as manufactured by Blackledgc River Nursery; 155 Jetty Daniels Road, Marlborough, CT, 06447, Telephone (800) 295 - 1022, or approved equal General Notes: Weed Seed; maximum of 0.50° o, no noxious weed seed Purity; minimum 97% pure. Crop, maximum 0.50%. Germination Rate, minimum 80%, (or as generally required by the manufact urer's recommendations and specifications). Refer to Sheet L.1, Landscape Plan's Planting General Notes for additional conditions, as required GENERAL. LANDSCAPE CONSTRUCTION SEOUENCING NARRATIVE 1. Stake Limits of Disturbance, and install all perimeter sedimentation and erosion controls, as specified and detailed on the Drawings. 2. Clear, grub and strip topsoil, as specified, and stock pile in designated areas with appropriate mechanical and / or organic sedimentation and erosion controls 3. Complete Surveyor's staking of proposed Landscape Plantings, Paving, Lighting and or'ler detailed Site Improvements, in conjunction with Site Utilities and Building(s) L�IIvout 4. Complete excavation for proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, and prepare bedding and footing materials as specified and detailed on the Drawings, in coordination with Site Utilities and Building(s) construction schedule 5 Install all internal sedimentation and erosion control measures for proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on the Drawings. 6. Install all proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on the Drawings 7. Carefully back till and /or install appropriate materials around all proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on the Drawings, until subgrade is reached below topsoil Course in lawn and planting areas, and subbase course is reached under paved and structural areas 8. Complete installation of all specified finish Surface materials, as specified and detailed on the Drawings. 9. Stabilize all finish grades with the appropriate materials, to the lines and grades as specified and detailed on the Drawings 10. Maintain and/or augment sedimentation and erosp ,ontro, measures throughout the duration of the construction activity, as directed by the O , ci and / or appropriate To�cn Staff 1 1. Apply aggressive soils' stabilization techniques on site, particularly along Wetlands and Water Course edges and storm water detention and / or retention basin areas 12. Upon complete stabilization of disturbed areas, carefully remove all sedimentation a,,.. erosion control measures, and stabilize anv remaining distulke-4 -+teas as specified GENERAL PL:�N'fING NOTES: 1 All plant material to be nursery grown stock subjeI, applicable A •� \ standards 2 The Contractor shall supply all plants in quantities, flicient to complete the work ` on the drawings and listed in the plant list. In the event of .�iepancy hetween quantit c' in the plant lists and those required by the drawings, the I, Illher shall apple 3 All plants shall be inspected by the Landscape \n� plant material dial is deemed unsatisfactory shall be immediately removed front Ind replaced with accept.wi,_ s ecim �r s t th C t ' on ractor s expense 4 Prior to installation, plant material shall he located on sit. I\ the Contractor fir appro%,i. by the Landscape Architect Antiinstallations which were not approved by the 1. A . and whit-, are requested to be moved, will be done so at the Contractors ctnerlse Precise location ot'itent� not dimensioned on the plan to be scaled off the plan and field staked by the Contractor ti,l - - - -- - --- --- - approval, as per note 4 3 above C5 All shrub massings and tree pits shall be mulched to a niin depth of"," with shredded pint C N �% // '' y t %� bark or hardwood mulch, as detailed l V �/ SL VS 6 ► 1„ ��� All d• I �h•IIb• .. . GRAPHIC SCALE sF o sF sF SF =_ a rN FEET ) inch = DSF ft �. Ices un t,r . ca rp%rI s a e staked All irees ) caliper and .treater shall be - 7 The Contractor is responsible for any damaged vegetation and .halt replace or repay iIN damage at his own expense Unless otherw Ise specified, all plant material shall he under guarantee for a minimum of one year for tiJrnial acceptance by the Owner 8 The Contractor should contact "('all BefOre You Dig" at 1-?tu(l_922.445 , prior to construction All shrub and groundcover planting areas ,hall have min continuous hods ol' t, )tisoil deep All bareroot areas shall have a minimum t ,psoil bed of 12", unless ,I(herwise spccltic._i 10 The Contractor is responsible for locating all utilities in the field Whcrc plant niatcri'll" may interfere with utilities, the Contractor shall notifi- the Owner and Landscape Architect to coordinate their relocation prior to the installation of that material I I For planting soil rnix, see specifications or planting details 12 All exis ting rill, gulley and or channel erosion shall be tilled with ails-)rlate backfill material, tine raked, scarified and stabilized with appropriate vegetative ,a �° ;al and , of appropriate sedimentation and erosion control pleasures, e ured Retc o appropriate Sedimentation and Irosion Control Plans, Details and spec . itions fix final requirements 13 Adjust ments-in the location of proposed plant niateiial as a result of cNistinr; .e:•etatI0P remain, shall be approved by the Landscape Archu�. prior to installation 14 Bare roc`t and sonu plantinu area" Shall he ftltit I1.(IIIN"c•e•(led .kIIII .n,•, Iti,•,I i..Ik 1i pill; immediate stabilization VOien planting sprigs within this ll%dlosecd area. clear a I' dianietef around each sprig 15 Additional Planting material mid or increased ,eeJ111_ p,pt, .��TT;,�'he Ie(lilplc' h� the I t,wn Staff as site conditions dictate 6 Ixisting specinren tree• �" I,ahher or -I cam, �� 111, ' HI.I\ nlci It pi c�ct. ,jilt hall he brought to the attent ionol'the Iinds"'lpe '1t�,lutt,�t .I 1hIT ` t unnrnccnicn! c!1':, ,t..'c,ilniL. for evaluation and potential inclusiirn ul this proposefrla;:. . ".} lily ._• 1APILATiON PLAN esign WHEEL.,R ESTA TES SL ;. �.�. �PGN7 • . t L 2 • inc. WHEELER &STA TF�' SEND R"WE: ,GP DEVELOPMENT • rofessionals, . Dt/�N GBS 'DRAWN JAZ C7IECKED GB5 1--•��'JI�.. .o. sa,r !,'f.Yr�1F�.....`,7'* ` 1. , • Civil Engineers • Planners • Surveyors CIS ti,- I South Soto-11-1 ' rCln'l 4nuth windsnr (-nnrPl �, '4 ram/^ w". ' ) _. -� ,:, 5OU'I H WIt D.0#0'. �`7�f141iEr"g'Ir`U'I' . 1 Proposed Mixed FA -_. (:en butler Pla l xlsting Mixed Evergreen and I )CCI&OLIS Buffer Plant. --- I xlstme Redfield Residence o V, I I c I 'b I I Buffer Cross Section A - A'. AT 5 Years , \L, Proposed Mined Evergreen Buffer Plantln-, I'Alsting Mixed Everi,,reen and �� •�rfr v tip• f•� ,1��r; i !�1651IL41— n'to'.I Nei I.O:CiI Proposed Attached Active Adult Residences Proposed Residential Driveway Courtyard - Proposed Landscaped Island ` Existing Redfield Residence t { C n-,_._....-..,1 A- ....L...A A c+..... A .1,.14 Ti nciiinn�nc I ' � r-10PUSCU t LlacileU --% l-Ive tlUurl •��.�rU..r w�.o S Buffer Cross Section A - A', AT Maturity Proposed Residential Driveway Courtyard - to Proposed Landscaped Island Scale: V = 20' m O a o > s c 1 Years y Buffer Cross Section B - B' AT 5 _ - W c o t b N V7 L. Buffer Cross Section B - B' AT Maturity Scale: 1" = 20' :y W r W,.; rl'' PE\ASILiN`_) 'f.AT1Qn1 A'. 1M�' A'+ rE DF_ r -Rif z w.w.•?e..ro- r 31 -- Robert C. S, hechinger, Jr. ASLA - — 10 Front .street, The Turbine House - P.O. Box 246, Collinsville, CT 06022 -- Telephone (960) 693 - 1025 -- Facsimilie (860) 693 - 4832 9 AT:_..A I:..c,.-,.r. ni fir Plnntintr Buffer Cross Section C - C' AT 5 Years Proposed Pri,,ate Roadway N Sly' Scale: 1 20 Site Liahtina Installation Schedule: Kev I uminaire, Mounting & Finish Specifications 0 9 4 -150 Watt Metal I falide, Pole -Mounted, Public Street Luminaire; ( Fixture Mounted on a 4 " Square Steel Pole 4 18' Ht., Approx. L-1 200 L.F. O.C., Black Paint Finish ) i -r r I I Iatt ' A _ _l i Ia! 1, Pole A (.. ..Melt 17riv+ " R earl IO - I vpe I i 1 Watt 1vICli 11 II ILL , I"VIG- IVIULLIM.U, I .wuu Luminaire; ( Fixture Mounted on a 4 " Square Steel Pole (a 15' 1It., I -? Approx. 7G 1-F- O.C., Black Paint Finish ) P 4 - Tv.pe- 175 Watt Metal f lalide, Pole -Mounted, Private Road Luminaire; ( fixture Mounted on a 4 " Square Steel Pole "a) 15' 1It., T- Approx. 75 L.F. O.C., Black Paint Finish ) A r: 1 - Ground -Mounted 175 Watt Metal Halide Luminaire; (Spot Light Fixture Mounted on 4 2 - 3,A " Dia. RGS Conduit Stubs-. S-1 with Side Shields & Top Visor, Black Paint finish ) I ahtina General ;Votes: All proposed exterior lighting standards and fixtures shall be in a sire, style and scale compatible with the community's residential architecture and landscape features. Fixtures Will be specified to provide the optimum amount of illumination for their design purpose, while avoiding excessive glare and designed to prevent any hack -lighting ��r illumination onto adjacent properties, ( See Proposed I-ypical Residential Private Road Light Pole and Fixture Detail on Landscape Detail Sheet, # L, . 2 ). Proposed 11 Watt Flourescent Architectural Wall Mounted Lighting depicted on this Plan are schematic and should be confirmed by reference to the applicable Architectural Plans and Details. Landscape Architect Master Planning Urban Design Construction Administration GRAPHIC SCALE 9F 0 9F 9F 9F c M FM I inch = DSF ft. -75 A AT7, A' Z, - OF�GtSE� 175 W 7T"�'/�T�! �1 ,�5 7__ MET L �f�=/l�E /1ATE ST, TL�g�T��Y�� /M17 5 -- ':Y E�'EUT oZ� �-7 77 /V()T�- L /�h`77r�C� �EN7 �/JO 7�r/Z�%,C:L L-OC-7"IO1,I- cc.s�77'01V L�.O Ge/T 115 X G Z- L/. Site Lighting Plan: Scale = V = 100' 8607418'S5 6)esign rofessionals, inc. ■ S Civil Engineers • Planners • Surveyors • CIS 165 south satell;te road south windsor • connecticut 06074 L • SC:�' �-D� i • IL5 DESIGN GBS I DRAWN JAL I CHECKED. GBS ✓oF NO: 59 nA IF 6/9/00 DRA WING NO. 595 . JHEE ! WHEELER-BYTATES SUBDIVISION 'P & L:3 WHEELER ESTAM.'�.9,M&it-RESMENi'E,DEYELOFtf�'NT/ Wheeleir, 0a 't MI.go-' ..,: � ../L.4 SOUTH WINDSOR • JrtNEC"1C ICUT R -,Bonn► s � 0 I i a El �s��, �5�� S✓T� �,c�lzSC�� �G�v7 I. Residential Foundation Plaift List Key Quantity 3otanical Name Common Name Size Comments Tm # 38 iaxus x media "Densiformis" Spreading Ye« 15", 18" Ht., 4' O.0 Container Rc # 38 Zhodo lendron carolinianum Carolina Rhododendron 24", 30" Ht., 5' O.C. Container Cdl # 75 'otoneaster dammeri "Lo�kfast" Bearberry Cotoneaster 15", 18" Spd., Y O.C. Container Rp # 38 Rhododendron 'PJM' PJM Rhododendron 24", 30" Ht., 5' O.C. Container Ig # 40 Ilex glabra "Shamrock" Inkberry Holly 24" - 30" Ht., 6' O.0 B & B Pm 442 Pinus mugo 'Mughus' Mugo Pine 24" - 30" Ht., 5' O C B & B JCS 940 Juniperus chinensis'Sea Green' Sea Green Juniper 2" - 2 - 1/2" Cal., 6O.C. B & B Jcp 442 Juniperus c Pfitzerana Glauca' Blue Pfitzer's Juniper 2" - 2 - 1/2" Cal., 60 C. B & B Cdc H 75 Cotoneaster dammeri 'Coral Beauty' Coral Bueaty Cotoneaster 18" - 24" Spd., TO C Containe- Bt # 75 Berberis thunbergii 'Nana' Crimson Pygmy Barberry 18" , 24" Fit., 3' 0 C. Container Hh :. 500 ledra helix 'Baltica" English Ivy 2 Yr. Root, 12" 0 C. Flats nt rt AA(\ +vr� ;i__L_._ _a- t: racnysanula rerminaus r c.. Japanese Spurge 1 V. 1 O—* ]I" C) I- . r. 1% VL, � .�.� . Flom .u� Hs Soo Hemerocallis speciosa Daylilly 12" Ht., 18" O.0 Container a"ac UNLESS OTHF_RWISE NOTED, EXISTING UTILITY .� i.0CATIONS AS SF'OWN, ARE BASED ON AVAILABLE INFORMATION. AL. EXISTING UTILITIFS SHOULf) " I 8F FIELD VERI{ = 0 PRIOR TO CONSTRUCTION ALL UTIUTIF - ARE TO BE STAKED IN THE FIELD BY A LICENSED _AND SURVEYOR PRIOR TO r� coNSTRuc-noN THIS PLAN15 INVALID UNt, S, IT BEAR$ THE 4 .,.NP ')W[Nk+. SIGNAPLIRE 'SURVEYOR N �L DA TE REVISIONS — r�r-S('RIPTION Robert C. Schechinger, Jr. ASLA 10 Front Street, The Turbine House Landscape Architect - P.O Box 246, Collinsville, CT 06022 Master Planning - Telenhnne- (R601 AQ3 - 1 Q2S I Irhan hesion RY _ Facsmilie: (860) 693 - 4832 Construction Administration J G 11 0 v v 0 G /' o GRAPHIC SCALE 10' 0 5' 10' 20' �_-- - - - - ( IN FEET ) I inch 10 ft., I COMPILATION PLAN PREPARED FOR TYPICAL RESIDENTIAL LAN"SCAPE PLAN WHEELER ESTATES SUBDIVISION WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT DES/GIv -''AW KF� WheelLelr Road P-a Smith Stl:Ireer //G A//) J n ORA wrti, SOUTH ` WDSO t CONN EIMC[TR' SHEET F ) ,r II a 11