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Home My WebLink About04-06P_JOSEPH LANE ESTATES SUBDIVISION_JOSEPH LANE AND NEVERS ROADY U W U e 0 12521 9 RI VERSIDE DRI VE 4 OWNERS OF PROPERTIES WITHIN 500 FEET OF 12528 12 125 41 "JOSEPH LANE ESTATES" SUBDIVISION — Z 125 82 4 125 22 10 r NOTE.- ALL ADDRESSES REFER TO THE TOWN OF SOUTH WINDSOR, CT 06074, N 138 89 125 48 1 UNLESS OTHERWISE NOTED. Z ® PARCEL IDENTIF1CA770N OWNER MAILING ADDRESS 0 125 81 3 125 33 7 ` 113 40 BRONISLAW & TEK:_IA HANCHUK 510 NEVERS ROAD e Lu 0 125 23 11 12527 11 125 21 9 ANDREW T., JR. & SUSAN BOLASEVICH 502 GRAHAM ROAD Z o I ` 125 22 10 CARL & ELSIE A. PIACENTINI 494 GRAHAM ROAD Q �V 125 23 11 CHRISTOPHER W. & MAURA ELTRINGHAM 486 GRAHAM ROAD o 125 802 Q 125 40 125 24 12 GARY J. & KIMBERLY A. GAUER 476 GRAHAM ROAD o Q o v 125 34 6 125 25 9 KATHY L. EASTER 20 HERMAN WAY 12524 12 ` 125 26 10 BESSIE D. CLAY 30 HERMAN WAY 12525 9 o W / 125 27 11 SAMAH CHAHROUR 44 JOSEPH LANE o Q ` 125 28 12 PAULA K. PISANO 34 JOSEPH LANE W 125 26 10 (!� 'C< `® 125 33 7 ETTA J. LU & HOWARD SOBOLOV 31 JOSEPH LANE Z Q 125 79 1 125 35 5 125 34 6 JACQUELINE ARCHER 41 JOSEPH LANE z h/ 125 35 5 MARY F. HORVATH 51 JOSEPH LANE fy r� 125 36 4 JEFFREY LEWIS DEFEO 59 JOSEPH LANE o 0LLI '.' 125 37 3 DAVID C. MORISON 67 JOSEPH LANE I I I o 125 78 �� 125 60 2 , 125 38 1 RICHARD L. & EMILY E. CARTER 605 NEVERS ROAD `� N 125 36 4 125 39 L ` 125 39 DAVID A. & KATHRYN M. BEST 617 NEVERS ROAD Q� 125 40 DONALD R. SHARP 635 NEVERS ROAD apon..eee�e 125 41 THERESA GEDRIM 655 NEVERS ROAD °� F CNN •e 125 59 3 125 58 .`°+N oA�F��' 125 77 r P 125 572 0 125 48 1 CARROLL S. STEARNS 30 RIVERSIDE DRIVE �®�,�P: M 125 49 DOUGLAS JOHNSON, TRUSTEE 33 MURIELLE DRIVE ,,eo g; �o`'i 125 61 1 125 37 3 \ 125 50 11 SCOTT R. HUBBARD 39 WOOD POND ROAD * 2 3 125 51 10 MARIA G. YONIKA 29 WOOD POND ROAD 125 52 9 FRANK W. & MARY DZEN 15 WOOD POND ROAD ••� P0F ' 1 NS.. 125 76 I 125 49 125 53 JEAN K. PATRIA 565 NEVERS ROAD e'e��Fd'� �oBk..cau�i��,a� ��$$��° 125 38 1 125 54 2 WENDY J. DESPARD 548 NEVERS ROAD �`!e 1 12 OPEN SPACE 125 55 DAVID A. PATRIA 565 NEVERS ROAD co OPEN �eeee®e �pinrseee O I 125 56 2 DAVID PATRIA 565 NEVERS ROAD '.OP•� "•'M ALFo -'i s•._ 125 57 2 KATHRYN A. & JOHN C., JR. PARKINS 39 STONEHEDGE LANE BOLTON, CT 06043 125 75 4 No I 125 58 BRUCE P. & MARILYN D. PAJOT 45 LOON PLACE - LAKEWOOD .s934 4 e 125 62 O I 125 59 3 ANNA M. ZIDEK 11 HERMAN WAY O �. (': /CENSE"•' o 'fie 125 60 2 RALPH A. STARKWEATHER, JR. 458 GRAHAM ROAD ee'eo; °•s U Rv I t eeo�uuai�� 125 61 1 JOAQUIM J. PORTAL 450 GRAHAM ROAD 125 62 JOHN & EMMA A. SADONIS 432 GRAHAM ROAD TO THE BEST OF MY OPEN SPACE 125 63 RICHARD K. STRONG 394 GRAHAM ROAD KNOWLEDGE AND BELIEF O 125 64 CATHOLIC CEMETERIES ASSOCIATION 700 MIDDLETOWN AVENUE THIS MAP IS SUBSTANTIALLY OF THE ARCHDIOCESE OF NORTH HAVEN, CT 05473 CORRECT AS NOTED HEREON. 10 PORTION OF i 125 50 HARTFORD INC. I 125 55 AND 125 56 2 125 75 4 JEFFREY B. HEALD 427 GRAHAM ROAD 11 125 76 DOMINIC & SHIRLEY L. NANCI 435 GRAHAM ROAD L.S. N0. 9344 125 51 125 77 KAREN H. THORKILDSEN PO BOX 510248 10 9 125 52 9 MELBOURNE BEACH, FL 32951 125 78 NACHELLE EVERT 455 GRAHAM ROAD , � D NOT VALID WITHOUT A LIVE nOA 125 79 1 MADELEINE M. FAVREAU 461 GRAHAM ROAD SIGNATURE AND EMBOSSED SEAL 125 80 2 CHRISTOPHER J. & JOANN E. LAROCCO 469 GRAHAM ROAD D i' Jc P 0� 125 81 3 JUANITA D. BARNETT 477 GRAHAM ROAD 500 TYPICAL O O DOD I 125 82 4 KEVIN & DANIELLE JERAM 485 GRAHAM ROAD 138 89 TOWN OF SOUTH WINDSOR TOWN HALL Alford POR TION OF 125 49 I 1540 SULLIVAN AVENUE ASSOCIATES, 125 55 AND 125 56 2 OPEN SPACE SOUTH WINDSOR, CT 06074 125 637 /--- O CIVIL ENGINEERS n' J WNDWR OONNMM Ur - � I I WILSON M. ALFORD,JR.,P.E.& L.S. SHEET INDEX � 125 53 DATE: JANUARY 30, 2004 SHEET NUMBER SHEET TITLE INCLUDES: KEY MAP SCALE: 1 IN. = 100 FT. I' lA APPROVAL LETTERS H 2 EX/S71NG CONDITIONS PLAN 125 54 2 / 3 SUBDIVISION PLAN 4 TOPOGRAPHIC AND CONSERVA77ON PLAN EROSION AND SEDIMENTA77ON CONTROLS W Z oZ 125 64 5 LANDSCAPING PLAN C) O 6 PLAN /PROFILE JOSEPH LANE � O 0 7 PLAN / PROFILE STORM DRAINAGE W z FROM JOSEPH LANE TO NEVERS ROAD 8 N07ES AND DETAILS - LEGEND - LOCA77ON PLAN W O / -GENERAL N07ES r , Z ^ � lyl i---i 113 40 0 - PAVEMENT DETAILS 9 N07ES AND DETAILS - WALK DETAILS W U) t--� - EROSION & SEDIMENTA77ON CONTROL DETAILS r FINAL PLANS� / / -EROSION & SEDIMENTA77ON CONTROL NARRATIVE � Q � n m Q TOWN OF SOUTH WINDSOR ` 10 NOTES AND DETAILS - STORM DRAINAGE - SANITARY SEWER DETAILS S ILSPD o' c) I, a_ O I� I, RIZED SIGNAT URt LLJ 11 N07ES AND DETAILS - � STORM DRAINAGE DETAILS >W - ,Ls Z U - LANDSCAPING DETAILS DATE: w � -H O u'aT?�`�R O �� fi' 12 OFF -SITE DRAINAGE IMPROVEMENTS I —DLO If Ilk W Q J a_ W O _ Sheet I' C % APPLICANT & CONTACT PERSON r CIO RO / ER BUILDERS, C 1 C/0 ROBERT MANNAR/NC' 1 1169 ELLINGTON ROAD SOU7H WINDSOR, CONNE:77CUT TEL. j (860) 289-7055 FAX 1 (860) 289-7121 I P: M03101 D: W.0310*m FOLDER: MANNARINO FILE: MANNARINO S'-: , "'_Y PLANNING AND ZONING COMMISSION APPROVAL FOR SUBDIVISION - INLAND WETLANDS AGENCY/CONSER VA TION COMMISSION APPROVAL LETTER - WATER POLLUTION CONTROL A U THORI T Y APPROVAL LETTER - LA pso,,ln SSA` `fS n- `7-c►�ln. o��-o�u:th ��l.�u� x • 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 �f�OSOR w AREA CODE 8601644-2511 CERTIFIED MAIL March 29, 2004 Mr. Robert Mannarino Mannarino Builders, Inc. 1169 Ellington Road South Windsor, CT 66074 Re: 04-06P, Joseph Lane Estates Dear Mr, Mannarino: We -are pleased to advise you that the Plantling oG'GUiiiuig Cvizl>ilisziivrl voted urt iviarcti 23, 2v04, to approve with modifications application #04-06P, for a subdivision of 10+ acres to create 12 building lots to be know as Joseph Lane Estates on property located on the westerly side of Nevers Road, and the extension of the southerly end of Joseph Lane, A-20 zone as shown on plans prepared by. Alford Associates, Inc., proj ect #M03 101 Sub and dated March 4, 2004, as 'revised.. This approval is subject to the following modifications: 1: This approval is for 12 lots, numbered 1-12. 2. Concrete. sidewalks, built to Town.speciftcations, shall be installed on both sides of all new streets, including the cul-de-sac. 3. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 4. All lots shall_ be serviced by the Town of South Windsor sanitary setiver system and are subject to the approval of the Water Pollution Control Authority. 5. Water shall be supplied to this subdivision by public water company. 6. Street lighting shall'be installed on streets, at intersections, and on cut -de -sacs in accordance with the policy established by the Chief of Police. Street lighting is to be coordinated with. the Chief of Police (copy enclosed). 7. Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of t11p Tnvvn of ..`mined W4nrlcnr .S'trlSPt nnml?c anti cnnnnrtinar nnctc Cl1All hn inetalled 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 naming the Town of South TT7-.-'-_.- --. 1 t_ t__-_A-•._-1- 1SW SL.r__1.. ,7S1.. S..%- --_1 I—.....,.«,..a... Windsor as an insured, with a, combined single ImnL 1Vi budify LL1JU1y ZULU/Vi y1VFV1Ly damage in the amount of $1,000,000. 9. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including aloud in the amount of $ 5,000 for the erosion and sedimentation controls and $15,000 for storm water structures. 10. Trees within the Street Trees Easement and any other trees on land that is currently or will in the future become Town -owned land are to be planted in accordance with the enclosed Tree Planting Specifications. The applicant is required to plant (10) Acer Rubrum `Franksred' (red maples) and (10) Quercus Rubra `Borealis' (red oaks). 11. Prior to commencement of any site work, a meeting must be held with Town Staff. 12. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 13. All easements for conservation purposes, drainage or utilities, that may be required in connection with the approval- of this subdivision, must be submitted on standard Town . casement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 14. Footing drains are required for each house. Prior to the building of any structure on a lot,.a topographic map, drawn to a scale of 1 " = 40', shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the footing drains. No building permits will be issued until the proposed contours, floor elevations and location of footing drains have been approved by the Town Engineer. 15. If, for any reason, finished grading and other individual lot site work is not completed, the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 16. Quantity 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 be 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 may, at its option, call the Letter it is holding. 17. A drainage assessment fee in the amount of $750.00 shall be submitted to this Commission. 18. The Town Engineer's review comments dated 3/23/04 must be addressed to the Town Engineer's satisfaction. 19. 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. 20. The Subdivision must be modified to provide 20% of the land as open space. The open space is to be on the entire frontage of Nevers Road. Black and white transparent mylars of Sheets #3 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this Commission within 30 days to be stamped and signed. The fetters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. After mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by -July 10, 2004. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, ` L- Timothy H. Wentzell, Chairalan Planning and Zoning Commission THW/kak Enclosures cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control' Fire Marshal Board of Education Attachments: Deed/easement policy Bonding policy Quantity Estimate Lighting policy pow„ ft, rJ',. •.;�: <,��../. �///-�.r��r,,/�`f.�/j �_}�(/T} y J��IJ �/I/Jj/ � M h a t� 1540 SULLIVAN ,AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644.2511 March 17, 2004 C'eriiliv-d 70020510000081151478# Mannarino Bunglers I 1 V'� G111t14lllJl rCOtJU Sleuth Wimisor, CT 06074 RE: Appl, 004-06P - Joseph Lane Estates Subdivision -Joseph Lane, A-20 Residential ;con e Dour Mr. Mannarino: At tlic Mar411 3, 2004 regular meeting, the Inland Wetlands Agcncy/Cou5ervatian Commission approved appl-iication #04-06P -- Joseph Lane Estates Subdivision --Joseph Lane - Inland WeiI-and/Conservation Commission application for the construction of a 15-lot residential subdivision on 9.4 acres, road, stonuwater structures, and associated improvements on property 1C1Ctlit ti L1 --.ly of Nevcrs t --, «.nN vvutiieriy of Jvvepli Lific. A-,�vt r�vti�. Thfe aj,K,r.^,Ucii fq subject to the following conditions: 1. Onc blueprint copy of the entire sat of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning; & Zoning Commission sllttll be considered having Piet this requirement. '. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on March 3, 2009. It is the iandowncr(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. AlI approvals required Hurst be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plants. 6. We recommend a bond in the amount of $15,000 be submitted to the Planning & Zoning Commmission to ensure compliance with the erosion and sediment control measures. Joseph Lane Estates Subdivision March 17, 2004 Pate 2 7. We -ecominciid a bond in the amount of $5,000 be submitted to the Planning & Zoning C'OtillllisSlOn to ensure the establishment of the stonliwater structures. 8. .Any work, perfornlod on the outflow channel is to be approved by the Town Engineer o. Language e to be included in the easement should prcvcnt alteration of talc basin or deposition of debris into the basin. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION q //r17 Eli•rabcg �. Warren, Chairperson EW:dr cc: Chief Building Official Town Eng;incor Alford Associates, Inc. -�OP h 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 TELEPHONE (860) 644-2511 April 12, 2004 Mr. Robert Manarino MIannarinc, Builders, Inc. 1 169 I-Tington Rond Soutis Windsor, M 06074 Rf:: Joseph I.atie r?states Joseph i..ane South Windeor, CT Dgll Mr. Manitarino: The South Windsor Water pollution Control Authority, at its regular meeting of April 6, 2004, gave . approval for the Connection to the Town's sewerage systJ,m of a 12-lot residential subdivision, located on Joscph 1,anc. as morc specifically shown on plans entitled "Joseph Lane Fatateg -- Toposraphie and C:onscrvation Plan" and shown as Phase 2 on plans prepared by Alford Associates, Inc., Drawilig No. 4 dated 1-30-04,•revised 2-12-04, 3-4-04 and 34-004 and subject to the following conditions: t _ 'r#1ix annrnvnt rYrl,a4p.a PtzarP l (T.nt>; 13_ Id- 151 1 which h2s beetl'desi¢nated oven snece. 2. Technical approval of the Town Engineering Department. 3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the newer line has been -installed and inspected by the To Nn staff, and basW.upgn tho written . verification of the Town staff that said sanitary sewer line was installed in substantial conformance %fill the design -plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer conliuuction 11iN approval letter must be superimposed on the final approval plans. v'i;ry ti-wy ytiiiri:, ose h J. C'at' no, Chainllan C �C.�l Water Pollution Control Authority JJC::dd f,'c: Matthew Galligan, Town Manager Michael J. Gantick, Director of Public Works Jell [)oolittle, Town Engineer Marcia Banach, Director of Planning Chris Dougan, Ghicf Building Inspector Alford Associates, Inc, APPLICANT & CONTACT PERSON MANNARINO BUILDERS, INC. C/O FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT TEL. # (860) 289- 7055 FAX # (860) 289-7121 z 0 w of w Q 0 0 ►q� o o ;�. No. 9344 �� •••�'J'p�- � �CENSE� -' � •••i�SSJONAL AtP� ,n�� OF wiviy�!.. No. 9344 q. ••�.ON O , S U TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL CAVIL ENGINEERS WNDWR, OOMoECnWT WILSON M. ALFORD,JR.,P.E.& L.S. DATE: APRIL 7, 2004 SCALE: 1 IN. = — FT I— U U W Z Z O U O (0 W 0 E ~ W W 0 W � ~ 0 o - F'—' W J o LLJ Q Q °- w I O �- Z V) w r) ,. w -H M � 00 O � � o z Q Lv z Q J Sheet 10 tL W In O P. AAni1r1A n- lAW41MKIT C711 r1CP.AAAAIAIAPIAI(1 CII C. AAAK1K1A01K1r1 NOTES —SUB NEVFPS ROAD RM 7 558 \ eX\ s 96.07 V WA9 >FR MAIN f 11711 / 1b5�l�l! .8� ,� ll �26.95 5'W�0 EXIST. CB / 97 � TF=196.25 II FL=191.75 197.26 11 19 497 90 ,1 197.7VV,11 ` �s'll 19 7 ;, 1 . 0 EXIST SAN MH w to ll EXIST. SAN. MH TF=196.02 195.1 s5. 6 FL=182.42 3 /.09 EXIST. CB TF=196.09 FL. IN SW- 190.89 FL, IN W= 187.19 FL, OUT N= 187.19 .89 7.97 TF=198.69 �t sa s FL=187.19 9 198.66 N/F DAW D A. AND KATHRYN M. BEST Q; ' 198.79 1.86+ 121 N/F BRUCE P. AND MARILYN D. PAJOT N/F KA THRYN A. AND JOHN C. PARKINS X '\ 199.00 1ss. 1 p W� POLE N/F DAWD C. MORRISON Lu 19 . O+ 199.18 + 199.2 ' 00 a �� 1 1 j'fliS ig + 188.8 o o m o . N rn` EXI�a19�3 of v i + 195.4 �. 9? 9/ ___ 1 „ + 798.7 Rt EXIST. •' o o 198.9 , 1 `\` + T-. , E IRO PIN! ; �,S 89;25 43 EXIST. IRON��N O +201.9 ` `. '1 ' `t .IRON PIN' �`, 9�55 1 EXIST. » 30 --- 199'15 N 1 , 481.111 t `'\`` `. ` 200.1 IRON PIN S 8777'S7 E 199.2 199.76 �' ' 201.1 1 IRON PIN 198.9 + ' ' �` OOOE 199:1_ -t ) `t \ 193.fi� �` %` 32 18'A.23 ® 199.7�' / 1 i , `, t 17Tj7.87 ,1 199.18 1 198.92 t + 3'91.4 % `' % TIP 1 , i \ `\ 't i ' I / 1 d7.3 + 187.2 % t �199.4 + 196.6, \ } 94.3 t 1 + 198.3 l ' , , � / `, V98.9 t 1 Q+ 201j81 r / `` t , + 189`4 188.2% \ Q ` r 1 ' + 198.5 > ' , r r 1 r + 187.2 Q `\ + 199.7 + 198.7 r + 200.j ' 1 N 1 , j + 199.6 + 199.9 E3 1 1 `% ````'-'', %'rfl ' 1 r,,-, ; IR6Nq..l ` 1 / `, + 198.3 „ / / ' 1 1 r 1 1 4. , ``, 18g� 44 `Z ` -188' PIN Z 1i 1, 'r 1 `\ �-'�' i� f' ,`, -------� /' /- j/ L1 I i i 1 .O; ; 1,5 `, Z , , , , t ; `, _ _ + 197.7,/ % / + 1,44.4 1 r ' 33 ' '• ' ' 1 ' t / + 197.8 187 _'--_ + 2yV4.6 i Ltj ; i ``` + 199.6 + 199.4 j ' , , / i' / i i , i i , 186.4 1 , , / / 1 t + 198.5i,4 �18. 186.5 `t + 199.9 I(O 1 t ` ` t ---200------_ -- r 1 ' + 196.6 11 ,' / ' 1 1+ 186.8 ` / 194. + 199.7 1 / 't, + 200.5 �`w i 4517 + 202.3 + 198.4` + 199.8 39 11 + 19?!4 + 200.7 \`1 ,�'g200.04 ,`, `\ \ %� + 197.7lam` 185,8 + 204.2 i i i `', �\ + 1 2 041;14 201.8 1 + 200.9- �1 1+ 198.9 \ 1 1, 40 1 11 �+ 194.92 1 1 I 1 1 + 163.3 ; t` ` fA'03.§' I ; '; ``+ 201.6 \ + 200.4 �t �` + 198.6 \, t` i + 195.E + 188.7 + 201.8 28 I r' I�+ 202.22-------- _ + lsa.s i \`\ CXISTy ', r 1 1 ;Rby'PIN't, + 2d0.2 ' i ' 1 ; i `` ±E 202.7 '- --- t \ , 1 ` , 1 , %`\% 41 l 204.3E�m4.V1! b- + 203.6 `��- + 201.7 , , `.\ 1 1 r 1 1 I + ' + 198., ' 1+ 192.9 ```� i 1i i '\ \\+ 198.9 / i t 1ti 192.0 I ' +194.4 t I,,, I ,I,., ,�^` \� 204.2 -%t , , 12m3' i '11.9 '' +----------------^---\ `tt, , ,`` `t % i''ii + 266.4 � `, ,% r--------------------- . ` , ` , t . I , +1204.1 1 7. 1 1 4.1 , 1a t` % r r , I 1►;; /' , ``` ® ' `�+ 201.9�'t t\ ,\ '\ + 19 < i'- + 195.6 i 37194.04 b Y -------------------- ``�\ \�` `, + 208.3 \ `�` -- � ` N/F RICHARD L. AND EMILY E. CARTER GRAPHIC SCALE 40 8o ( IN FEET ) 1 inch = 40 ft. 160 + 175.2 + 17F 4)181.77 l EXIST. S AN. MH l TF=181. 7 I FL=169. 2 �l o _ a o . co o '181. fr O ' 18� lI i i rl I Il 179.53 0 l 1 ' / 8O- It� l ' / 7/02 �9ND A-1 EXIST. CI3(FULL OF SAND) I l / F�']I 176.4 TF=179.50 178.92 / FL ® 1/2 PIPE=176t l •4 cai 178.9 / / + 177.9 I l A-2 a -F/ 178.73 O� 176.4 o , EXf§T. CB TF= 178.95 1 OS 179 8 '' FL. - 17 T� ' 82: l 1 8.78 FL, E177.25 5 ' r 1 9 r l Q 83.21 1 0.18 y 177.6 I + y82.4 fi iN .2 4 188.0 i I ' ' , I l / �) e � 177.44 i EXIST. OUTLET 1 �A-3 + 186. 11 S 87'19'40" 203.89' +1187./3 186. 5 ,/ 1 .57 FL-177.07 1 176.5 I l ^ t r , '� EDGE OF WETLANDS WERE FLAGGED BY JAMES McMANUS, 177.s + �7.t + 176.3 SOIL SC/EN77ST, FROM REMA ECOLOGICAL SERVICES, LLC 83.3 o t( ON JANUARY 22, 2004 I I 1 3� 1� ,1A. 4 FLAGS WERE F7ELD LOCATED BY ALFORD ASSOCIATES, INC. 176.5 m 4-1 7.5 ' , ' A-5 1 7.41 1184.E ' ; I 1'o 001 ; /'' + 176.5+ 176.4 } 3 1 ^ 1 l� 1 rni 10 i i i i + 176.7 �1 ts(�.5 I l �I E41ST. SAN. MH A-6 16.2 `, N , I IF 180.80 176.5 \ ;' t � ' v I l : 1+ 7.4 FLI 171.30 + 187.7 rn 1 ' 1 W r^ ri 1' I ' +)186.1 1 i ^ id i I i i 1 ��1 i i i i 180"5 to °D i i ' / 1 I + 1No M i 1 + 176.E 1 1 1 - ----------------- o 176.6 186.8+ �\F 176.9 + 186.7 1, `, , ``� 11 1 + Ts5.4 1 177.4 A-8 176.3 t 176.3 ,"EXIST. 'EXIST. S/ N. t LATERALS _ . l i_ ------ + 186.9 42; ' 18]r6 , °N' � �; 1178.61, `, `H- 176.9 ,'' &+ x 518 r' + , a3 ,, FL=172t/r 00 to t N/F DOUGLAS JOHNSON, TRUSTEE (OPEN SPACE) "K F. QQ 'tEXIS7�NG `� ' '% 4. INVE CONCRETE WALK, + 187.3 ► J 1 11 + 184.6 (' t 183.4 ! 184.4 1 11 I �' i , tl l 1 ' , 1 � 1 ; ', Z t, r 'I 1+ 0.3 \ \ + 177.5 1 / , I O CD co 00 t IZ Ioo1-1 I \ \ ��\ 1 ' N . �`• + 176.8 187.x t I 1 I + 183.6 ` I r 'o `, 1 182.7 w t , / 1 t , \ Z t In t a `, `\ 1\ 1 4. 183.5 83 4 t 3. 4 MI 1 X I t,r ` 183.4 f w 87'37'17" , \� ``` ` 183.3 `\` �--- / `\` .` ` \ t ' /' 7 ^ � 89.98 `. ` ``` `\ ```, ```l ```6. 183.75 � I M FLARED END , , , , / \ , , `` `\ `, ` `` `\� ' S `, `. 184.23 + 203.74 `% `� ,�`! ` FL=178.91 , , ,r , , ' i % ; - <p , `, 184.33 I+ 207.2 27 ' I ' ` ' ` ` ' `, `, `t t 1 + 192.2 `, ' \ \ �ifl 18 6911) �178.91 i5 li i Q209.51 �, ',` �, `. ; t+� `.` 186.76'\` 183.7s / 1� I i ; `r ` `, i . `'`% 199.9%`"t �`, �` `` , i i \� O :O /` `flp � 1 1 / 786.94% ```\. 83. 5 . , `` % %`,\ 489.07` `\ O !�''1 ,', T i l I i i f ; tt ` % 11 ` `` I I '2D9.2 ' i ' t, ` % ```\ `� %, 1`ICf. i OOO� 210.) : / ` , 2 5. . ,� `` ``�`\ ` PI '---?.A0 -9.a.�__ 0 /' , 7 ,� , 204.2 203.9, ` `-�` + 197.5 t I + 1533,1 `\ ,` ', + 192.6 'I11'' 1 1 i ' I 1 i +�6V1; +20 6` `, `, ` t 208.5 , t 1 , -_ 1 , , i / , t t \ 1 1 ` 934 ` 1 3.1 _-.' i i i :� i i' i / `, \`, ``, �` ``, `` t\ ,� Vt %+ 204.1 i ' /' -'- 209.8 , ``t, ,` �`, ` `� `� t , ``'`` + 204.8 i ,t `\` ,` ,` `,` `` `, `, `\ \ + 194.3 I� 92.2' 1 t / + 210.4 1 , ) I ' t ' f 207.0 , + A10.2 i l ; i ' 207.1 , t ; i \ +`204.4 1 , 1 , , ' ' ' i ` \ 200\0 \ , `, ` ' + 2o9.f1 1 i 1 ; 1 \ , 1 N/F DAWD PATRIA I + , t 1 , , , 1 1 , , ``-- ` ' ` , 1 ' 1 ' ` % ' %1 1 ` , \ 1 , , 1 1 `%` 1 `,% ; 1 1 1 , ` ' ' i11 `t t93.5 1yJ 209.0 i ` ` i ` ,` `, ', 1 I + 104.3 i i i ► I ' ' �'' + , ' ' C \211.1 1 , ; 1 \ , r 20�.8 , , I 1 r '+ 2�9.5 1 ` 1 I I , , `t t , 20 .4 i + 2}� 6 i ``, i ' i ' `t + 204.1 i i 't % i r; r ` ' ' \ + 207.4% l + 205.5 1 ' ,`, 26 `. + 209.9 211.5\j t + 192.2 7.4 , 1+ 240.8 `, ,, `, 1 1 `, `, + 105.4i i 1 1 , i 1 1 ' , 'I 24 ' 209.5 , , , , +1` aDI.9, %. , , , , 1 , 1 , r 1 , r I �} 'F94.22 ' l 1 1 , `. t\, ..C)" t , 209.7 i ryN' ,% I j 1 i ,,\ ,`` ,,` to i iii i1 ' i i i ` `t `, `, 1 , `t` `% `I 1 204.9 .� , ....- ---- , r r \+ 210.7 209.5#i20�7.� i i - �_ 0 .S_ _ 06.6 - --_ ( i i l \ �t l r i i t + 192.4,''' f•' / 2111 / 212.1 - _ ----------- - -- _ 206.3 t 1 + Y03.3 , . ( ( I --+ 1s3 Z----- ----- -.� _ - - - _ ,4RON PIN +2Tf.8 t2 212.5- - �- -_----- r , ' 1 _ 1�.78 212.1 -yes AJ 87'36'18" W- zos.i -6S:J8r------------- \ 1 214.0 N/F CATHOLIC CEMETERIES ASSOCIA77ON OF 774E ARCHDIOCESE OF HAR7FORa INC. 213.2 + 205.2 + 203.9 + 196.8 + 194.1 + 201.42 + 207.4 + 199.75 SAN. MH - `p TF=184.13 183.92 185.43 FL=173. 70 183.38 840184.52 G m 3.6 1 183.35 WV, a: A91\1 J1 CB TF-183 32 1 R4 11 �VV183,49 a FL IN&OUT=180.72 EXIST. 8"0 SAN. SEWER - - - - - - - -- - - - 184. 7 +� 184.24 ------------- 183.62 35 I AI } WOOD POND ROAD 1( �!II CB TF=183.31 184.18 783FL=180.81 183.89 .58 184.20 184.39 184.73 184.49 I Fa --- "'-------- --------- ------------ - - - - - - EXIST. 12" GATE VALVE 183.93 --- OPEN LEFT 84143 - 184.17 - EXIST. I t84.49 MH---- 12" PLUG OR co- co _SAN_ - TF=184.24 t IID FL, IN S=175.04 ,}. FL, OUT N=172.49 FL, IN E=173.49 EXIST. 0 co I WATER METER 185143 2 I SET SET --------------- --------- + 190fMN PIN IRON PIN 18 9 SNET 2677 10 II 6 ' P 190.0 t� - 189.1 t 86.7� 186.33 187.1 187.5 189.7 19 t89.S\ I- 189:8---------- 18650 186.6 1 + 188.6 1 -��\ STONE D 187 � )X. 6 I 186.98 187.2 I '88.5 188.5 22I 188.09 1 189.1 N o} 188.55 Lo + 189.7 + 188. 0000 w 188.02 I 190.0 W N 187.4 + + 187.5 O ti Z 2 QQ W `n LU F- Q 0 ♦ ♦♦♦• OF wrv7y '•. � N0. 9344 �;Po CENSE�•`\apt'♦♦♦ ♦��//11/AII/�� No. 9344 ♦♦♦♦•III %01 % % 1♦♦♦ TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL f �iTTi CML ENGINEERS W DSOR, OONVEC KAJr WILSON M. ALFORD,JR.,P.E.B L.S. DATE: JANUARY 23, 2004 SCALE: 1 IN. = 40 FT U U W Z Z O U V1 Q wO V) W o o � L u- 1� W � O Of � O < 10- I 1 Q V ofO IL LLJ ~ z -H U� W z "' DO o z L0 Z Q W Z Q -1 Sheet 2 ^^ ^ 189.4 I P. AAW41r\1 n- AAr171r1 UM Cr)l 1lC0•&A MINI APIAIr) G11 F'• AAAKINIAPIAIr) 2 p W V) O 7 SS: EXISTING-SUD, NEVER S ROAD HF,QMgN �Yq Y BASEMENT TABLE GRANTOR GRANTEE TYPE OF EASEMENT DATED FILED VOLUME/PAGE MANNARINO BUILDERS, INC. TOWN OF SOUTH W7NDSOR STORM DRAINAGE EASEMENT SHOWN OVER LOTS 11 AND 12 MANNARINO BUILDERS, INC. TOWN OF SOUTH WINDSOR STREET TREE EASEMENT SHOWN ALONG JOSEPH LANE OVER LOTS 1 THROUGH 12 MANNARINO BUILDERS, INC. CONNEC77CUT LIGHT AND U77LITY EASEMENT POWER COMPANY SHOWN ALONG JOSEPH LANE OVER LOTS 1 THROUGH 12 * EASEMENT IS PROPOSED AND HAS NOT BEEN RECORDED IN LAND RECORDS N/F BRUCE P. AND MARILM D. PAJOT I N/F KA7HRYN A. AND JOHN C. PARKINS Z Q J EXIST. 30 IRON PIN EXIST. RONPIN S 87'17'57" E A. T 62 214.11' I 5c EXIST. IRON PIN TO BE - REPLACED NTH CONCRETE MONUMENT F i LO .. I I oll N 29 A I Z obi 22,658 SQ. FT. 0.520 ACRES m IIIZNc I o PC 0-P .29 L 832 °u L=20.61' , N 84 4856" W DBL7A=0229'10" of 220. 66' I J I O k1 N I IN - I I o oS ,& rn 4 I O-1:Y It o I 22,389 SQ. FT. 0.514 ACRES z I PT o V I 833 = I � 1 � t\ N 77= 99� tp 2 0 � I NQ IN I T ^ I �tV 0 94 W 28 122,333 SQ.FT. 0.513 ACRES EXIST. IRON PIN.L W W ^ v, N� 'O 00 I ^ Q I N 7740 37" -20.3.03' I O _ rn I PC J < O N J M 102 I II nh o o h u ❑ Q II p O o O N OI ml , vW h, IQ%t, 22,240 SQ.FT. o f o o f W n I 0.511 ACRES i 38 m PT 3 I 835 v I 83 O � jl 0 4 00 6 I OI Op N 832728" W ' 27 - 199.47' 26' 12' PA ENT 12, � O I EXISTS IRON PIN TO BE I o j 50, , p, w , iccrLn,.cu "fin CONCRETE MONUMENT of I 3 Z EXIST. OOOO�JC O I I , IRON PIN 957 I NNj I N W 00 110 of n N + o N rn I 20,897 SQ. FT. i j I I N o `�' •"� , 9,34 n eszn nrv�cc W I I I O O UI � O 501 I �� I 5 00 Z , �I j I I " I L=22.84' N 832728 W DELTA=214841" I 194.57' I DELTA=203152" I a 1 I I L=21.50' I M I 0 M W� 6 1id 211 I O 118 a 13 I O I ❑ 11 m a N m II r (dI, 5 9523 � h 21, 399 SQ.FT. W I o o I 0.491 ACRES I8M I I N \ I zt L------- !-� - S 0632'32" W 836 83 7 - - - -7 RO EXIST. 921 198.08, 7.52 50.13' o��`_-'-(EMPORARY CUL-DE-SAC ---N 8736'18" W 466. EXIST. IRON PIN TO BE REPLACED ®®®�� B07H SIDES OF TEMPORARY CUL-DE-SAC REVERTS TO ABUTTING PROPERTY OWNERS WITH CCINCRETE MONUMENT WHEN STREET IS EXTENDED. PAVEMENT REMOVAL, GRADING, SEEDING, EX7ENSION OF CONCRETE SIDEWALKS AND OTHER WORK INCIDENTAL TO REMOVING CUL-DE-SAC ARE REQUIRED UPON STREET EXTENSION LEGEND - l2 LOT NUMBER 75 S77?EET NUMBER I ® IRON PIN TO BE SET BY DEVELOPER o CONCRETE MONUMENT TO BE SET BY DEVELOPER LIGHT POLE N/F DAWD C. MORRISON ' EXIST. IRON PIN TO BE REPLACED W7774 CONCRETE MONUMENT EXIST. EXIST. IRON PIN 481.11' IRON PIN 217.00' -I 1047 , � I a o F75 I N31 N ' 33, 717 SO. FT. 0.774 ACRES �(0 to cnao Im I I mum a 841 E o-�--- - S 8536 23" E ----- 206.17' - � TA=01 V5 29 I - 1 00 orc L-ro.00 S 8536 23" E o NDELTA-01t7529205.27' o hL�10.00'�� N 8536'23" W---_-204.57�------, Cri I PROPOSED ' III a I vi STORM DRAINAGE EASEMENT p ; a TO THE TOWN OF SOUTH WINDSOR M ^ V - THERE SHALL BE NO U77LITY STRUCTURES (OTHER THAN I I m STORM DRAINAGE), DRIVEWAYS, S7RUCTURES, FENCES OR W p 7REES 1477HIN THE DRAINAGE EASEMENT ^� II �CO I7 W Qa ^ %m 37,415 SQ.FT. a �Vo A 840 I = 0.859 ACRES =1 N rn to J LI 1223 S 7740'37" E J N 205.81' o Ip 40 ' U N (z)' %m is hl91 I N o Im 21, 934 SQ.FT. 0.504 ACRES Q = I I �= n � I I � � A) i S 77 37" E 211.99, i I^ O � ' I m 22,076 SQ. FT. co F 7 01 i= 0.507 ACRES 37ca 0 Ih � I Q 843 � I I S 832728" E N , _ 212.68' - - �o O h j O h to O h �d II II II � 844 to z [107] I W Im 22, 338 SO. FT R Q 0.513 ACRES I �i Ila I CO I L=8.16' DEL7A=074T30" -' -- S 832728" E DEL TA=3433'03" I 213.82' � L=36.18' � I - I� � IN y o F5 N �r 22,545 SQ.FT. 70 (Izzllr IV 0.518 ACRES o If O p I Ui 24 / vph I O OW 1 i �25 I I I N 0632'32" E II 218.77' 845 3.90' N/F CATHOLIC CEMETERIES ASSOCIA77ON OF THE ARCHDIOCESE OF HARTFORD INC. NO TES- 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-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.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND IS INTENDED TO BE USED AS AN IMPROVEMENT LOCATION SURVEY. S 89 2543" E 99.55, S 89'12'31 " 104.05, 147.28' N 87'17'47" W A41 N/F DA 117D A. AND KA THR YN M. BEST EXIST. IRON PIN EXIST. IRON PIN TO BE - REPLACED W77H 32 0 CONCRETE MONUMENT 1046 M N/F RICHARD L. AND EMILY E. CARTER o EXIST. IRON PIN TO BE cn REPLACED WITH CONCRETE MONUMENT 1063 EXIST. S 87.19'40" E IRON PIN Q 35.80' 1221 33 1222 OPEN SPACE 82,289 SQ. FT. 1.889 ACRES OPEN SPACE TO BE DEEDED TO 77-IE TOWN OF SOUTH W/NDSOR N 8737'17" W 331.31' Q36 N/F DA WD PA 7RIA 78,607 SQ. FT• 1.805 ACRES 33518' (REFERENCE) N 87'36'18" W 203.89' 168 42 A 157 842 SNET I 2677 i I i I I 9 GRAPHIC SCALE k IN r'BE'r 1 1 inch = 40 ft. COORDINATES OF PROPOSED MONUMENTS NOTE- COORDINATES ARE BASED ON NAD83 Point Northing Eosting 157 873093.0304 1054509.3020 162 873235.8284 1053738.2209 832 873137. 5602 105394 Z 9393 833 873058.5426 1053937.5217 834 872898.0461 1053902.4600 835 872845.8131 1053893.7823 836 872582.8089 1053863.6210 837 872580.7139 1053913.7085 838 872840.1164 1053943.4567 839 872887.3749 1053951.3079 840 873047.8714 1053986.3696 841 873135.2066 105399 Z 8839 842 872791.8426 1054485.6058 843 872805.5927 1054154.5775 844 872755.8780 1054146.7439 845 872571.5719 1054132.2853 9121 872591.0864 1053665.7145 957 872779.0499 1053685.2988 1046 8732121648 1054318.3466 1047 873213:1574 1054218.7981 1063 873102.5360 1054305.6315 1221 873100.8667 1054341.3993 1222 873000.5387 1054333.5060 1223 87JOOZ 4857 1054186.3901 , A-1 EDGE OF WETLANDS WERE FLAGGED BY JAMES McMANUS, SOIL SCIEN77ST, FROM REMA ECOLOGICAL SERVICES, LLC ON JANUARY 22, 2004 FLAGS WERE F7ELD LOCATED BY ALFORD ASSOCIATES, INC. N/F DOUGLAS JOHNSON, 77?USTEE (OPEN SPACE) EXIsnNG 4' W7DE CONCRETE WALK ZONING DA TA TABLE TOTAL PARCEL AREA = 9.44 ACRES ZONE OF PARCEL: A-20 DEVELOPED AS A CONVEN77ONAL A-20 SUBDIVISON PROPOSED NUMBER OF LOTS. 12 ITEM REQUIRED PROPOSED LOT AREA 20,000 SQ. FT. MINIMUM 20,897 SO. FT. (MINIMUM) LOT WIDTH 100' MINIMUM 100.7' (MINIMUM) FRONT YARD 40' MINIMUM 42' (MINIMUM) SIDE YARD 10, MINIMUM 11' (MINIMUM) REAR YARD 40' MINIMUM 72' (MINIMUM) OPEN SPACE MINIMUM OF 20% OF TOTAL PARCEL AREA IS REQUIRED = 1.888 ACRES 1.889 ACRES WOOD POND ROAD SET IRON PIN D A APPLICANT & CONTACT PERSDN MANNARINO BUILDERS, INC. C/O FRANK MANNARINO w 1169 ELLINGTON ROAD z W a SOUTH WINDSOR, CONNECTICUT TEL. # (860) 289- 7055 ck FAX # (860) 289- 7121 P: M03101 D: M03101WS FOLDER: MANNARINO FILE: MANNARINO SS: S!' pIVISIntJ f 3 P1C`" ,,^\S ROAD Z Z Z It a EXIST SAN, MH THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE AND ALL If },�5.5,JI , --ITF=196.02 UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL Q Fmj,195.6 FL=182.42 NO CALL 1-800-922-4455 AND HAVE U7LITIES MARKED ON THE GROUND. z "�"�'9N �q y 195.6� ° 0.45 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS I 1 i 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT GRAPHIC SCALE o 5.37 co I STATE AGENCIES-- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE Z will / " 40 0 20 40 80 160 + 1 '5.2 S m STATE OF CONNECTICUT AS ENDORSED BY THE CONNECTICUT ASSOCIATION Z z ti 01s 1� 1]_96.07 3 / v OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY z �8"� M \T 19 1 1�6 O9 BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND TOPOGRAPHIC ACCURACY CLASS T-2 AND IS INTENDED TO �- EXIST..0 BE USED AS AN IMPROVEMENT LOCATION SURVEY. IN FEET) Q ° z z FL, I SW 1 1 inch = 40 ft. o a ¢ _o 195.8� ..,,, �Y' j � FL, IN SW= 190.89 FFL, OUTIN 1818719 vt U N ,,,J, l I > cy- EXIST. CB V 97. 7 TF=196.25 197. 6 II 1 3 zt 0 FL=191.75 197. 2 m a W 49790 197.89 19717 it it 197.97 1 + 17,' 0 2 U O O II 7 II �181.77 0 /I 1 0 1 41 z U (n U ` ll 1 51 EXIST. S. N. MH EXIST. SAN. MH W II I TF= 181. 7 TF= 198.69 FL=169. 2 "2 FL=187.19 1986 DURING DEVELOPMENT OF INDIVIDUAL LOTS, a t9s.ss M/RAFI FABRIC FENCE SHALL BE PLACED ALONG I S Lu 774E FRONT OF EACH LOT N/F DAWD A. AND KATHRYN M. BEST z o 0 N PROPOSED STORM DRAINAGE EASEMENT e o v v p TO THE TOWN OF SOUTH 167NDSOR a 198.79 M/RAn FABRIC FENCE SHALL BE PLACED AROUND - THERE SHALL BE NO L177LITY STRUC7URES (OTHER THAN STORM N TEMPORARY TOPSOIL STOCKPILE (TYP/CAL OF EACH PILE N/F BRUCE P. AND MARILYN D. PAJOT N/F KA7HRYN A. AND JOHN C. PARKINS 199.00 J DRAINAGE), DRIVEWAYS, STRUCTURES, FENCES OR TREES WITHIN I X LIGHT POLE 774E DRAINAGE EASEMENT' F � o d y v co 8"X6" ANCHOR TEE W w N/F DAWD C. MORRISON 6" GATE VALVE OPEN LEFT EXISTING BLOWOFF 19' . #67 JOSEPH LANE O O O O O FW-• in (HYDRANT TO BE SUPPLIED BY REMOVE AND INSTALL } 199 8 NOTE- NOTIFY "#67 JOSEPH LANE" OF WATER 1 ^ N CONNECTICUT WATER COMPANY 8 GATE VALVE OPEN LEFT SHUT DOWN PRIOR TO START OF WORK o^ I N + 199.2 I ��o CONSMUC77ON ENTRANCE PAD + 195.4 �90_ -, + 188.8 + 187.3 + 198.7 °U�m_ ® + 92.2 YD #1A YD #1B rrprnnlss o + 198.9 779.53 zoo.1 TF= 198.0 1ss.z 7F=199.0 -- + zot.s I GOOF 199°t 19 .9 + 199.76 201.1 1 3 187.,7 1 '�'40 •"SAN �®•sue. -- --- FD=192.5 ®, .7f� 0 8 01.3 t - -- -- TOOTHEED STORM DRAINAGE TOM OF SOUTH MiNDSORMENT ytI, oN apa .*14 t cv 201.0 ♦ S_ +t9s.e 4 ��/ +,a7.z N/F RICHARD L. AND EMILY E. CARTER t1 /� Bo.GoC %*,� A. o ♦♦ S=188.0 1:;14 ::: `3 31 I I 7�02 9Np No. 9344 : .9 o� of '<'c'i'`. , ,.,. O t --W-- 8. o` + 20 .8t I j 1 / �F�F 1 ��'�� C,4 ♦♦ t ..:1..:... ?!a:^.i e`' =a. + 98. I (FULL OF SAND) 1 EXIST. CB/ 9�G� ?47E.4 >e.PpFF /CENSE,�.•G�?'�� + 201.4 "� * II ♦♦ + 19 .7 :.I .: 4•N U' N;': 201.0 I TF=179.50 I 178.92 9 ; .seg10NAL E'r00 29 � o W W Il iri I I �'o ., o :: o ui p N O ♦ W p . O ^ FL ®1/2 PIPE=176t n 1 4 siriirUllr (n 200.19 ¢ ii' ♦ I : ° 1� 1_'(n . ,; ; N PROPOSED DETENTION BASIN 179.7 / + n7.9 q-2 1, rn N ¢¢ ¢ o ♦ I ;;;: o N III p,' TOP=187.2 I O +/ 175.73 � 176.4 roust, I _ 2 0 / EXIST. 8. Q �Qrr O��i Q + 198.7 201.0 ♦♦ 1 S-188.3 O W II 1 .5 $ I W ° 189 BOASBN DURING CONSTRUCTION TEMPORARYE USED AS A SILTATION 1 / iF= 178.95 t ee�� OF CONK ®sow eq O ((�� M + 187.2 1 OS 179 8 FL, W- 175.25 + 199.7 + 198.7 20 .0 ♦ F•- ---`.t'-`' ---- II'Q Qt2�. + 1 8.9 II \ I 9 1 8.78 FL, E= I ♦Q, ;a'e �C�41tih' /2 ��( ,83.2 , , 0.18- � V 10' WIDE ::;;:•:;. +) 82.a 1 A 77. 7 0 : : � � 2 * `• + 203.8 199.9 t0 II - + 197.7 CV F 188.0 1 / - I + , 99.6 ♦ rn ai ACCESS (! :•;;;:•; \ £ LU -- 200 4 V �202.0 ��FD=189.3 D /� + 186.7 1 / EXIST. OUTLET A-3 ` - I 199.5 a- - _ rn i +r187.2 tat. s 1 .52 FL-177.07 176.5 EDGE OF WETLANDS WERE FLAGGED BY JAMES McMANUS, C- N0. 9344 t O O .......................... , ^ I - M SOIL SC/EN77ST, FROM REMA ECOLOGICAL SERVICES, LLC •.� E�.� .............. Z I .::.:.::.::::::.::::.::...::.::.:::::: „ 138.1 Y Y fYY'yY'Yl y, . 4 .•• CENS•, y Q 99.4 ::................. ° I r + 177.9 + 177.1 t 176.3 ♦ " ' --'� 1 ON JANUARY 22 2004 . ro e e , . _ _ ................................................................................................. 190.0 5s? .+�y\ ri � , -r 183.3 13 ro ' ' ------- 200 I ram, ....................... Z _ _ _ _ - - - _ � _ _ _ _ 1 _A_4 FLAGS WERE FIELD LOCATED BY ALFORD ASSOC/A7FS, INC.YD #2A •.��o rro► RF=98.5 , 5 1"s2.2 FD ' 1.5q STORM MH 1 v 3 ro ro 33 l^F-� c�,, %a8.1 i /;' I 1 176.5 �aeurrl + 200.3 00 2O CV FD r +,s72OO8 ' t`''?8s.° 1 TO THE BEST OF MY S=188.7 of N "", + 2(74.6 (q + 99 I O� O) p O O .� to?>' ^` 186.4 /' I + 177.5 ' A-5 KNOWLEDGE AND BELIEF Z I +, I tl I d .. p) O ^0' O• O .:�,�_,;:. , 1 M' 1, O h ---- -- _ sa - _ 201, u ^ O ^O; ':e �'�:'.'" a 97>'r (� 0 176.5 THIS MAP IS SUBSTANTIALLY � O m -i Z 5 t O o ro •. O 9�:'�.� :; .5 186.5 184.7 ro o p + 176.4 N rn 1� ^ o''o I • �; I Io � CORRECT AS NOTED HEREON. , 2 + 199 9 h N II M ^ I= II O , : '�..UO'rj ::•:-,i t +'� ^, O -- -- - 11 Q O I CV + 196.6 ^ ::�^,hh:r.;-. • l: 1 I °" + 176.7 N O II !L O { s=188.9 O '' 180.5 . 1 1 I Q O 1 S ^ h , , + 189.7 + t 86.8 I EXIST. SAN. MH A-6 + 197. N I hj + 197 Cn 5 + 9 .( TEMPORARY 186.2 ;<' I 1 TF= 180.80 176.5 2 1 h +, s.7 y W_ _ M 11 ��' �, OUTLET PIPE Y 7.4 FL- 171.30 L.S. N0. 9344 200.5 M ^ - lv = II + 187.7 r r I 1 �,204.3 20 ,� 1 ' N W II 10' WIDE + 186.4 180.5 co l o 0 ro aaa� 1'S 0� I �.°'�1 �I Q - �2 ACCESS DRIVE' + - o + 176.6 02.3 1 Q 1 CO M 2 m A 7 1 -- ::: i 201.0 + 196.7 ,g8 + 19 :4 176.E ..................... , L....:.�:.:•::::•::•::•::•::::::::......:..::::::.�:.�:::::::.�:.�._::::.e:•::.:�:.:�.:�.�::•.:�::•::.:�::::::::::•.,.•:.�:::::::•:.::�:::::.::�.:�.:�::.�:.:�.:.:: � PROPOSED FLARED END ,f12 200 + t 95.8 y�39 I z 00 198 5 O 'S............................................................................. 5 2 .............. ' 1 FL= 177.5 3t96:8f::::::.::::::::::::::::::...°........6:................. + 176.9 �- + 19 -, � I � W17H RIP -RAP PLUNGE POOL NOT VALID WITHOUT A LIVE 3.09,• n �F 9g2 + 18 .0 + 185.8 I PROPOSED CB #6 B/OFILTER AREA= 177.0 SIGNATURE AND EMBOSSED SEAL �0 2op ° ^ D 7 2O2 0 %� YARD DRAIN ?1 + 1so.s 1 \ 7F= 180.5 LEVEL SPREADER, TOP= 177.5 + 204.2 g FO, 196.2 185.4 \ 177.4 04:4 201.8 + 200.9 2O ° _ DE7EN77ON BASIN 7F=185.5 I 1 I 201• 25 �{r3 1 _ S=1a9 R OUTLET + tsu,5 EMERGENCY SPILLWAY I \\ _ Alford cv Ds4o 1F=187.7 TOP=186.7 +� I t I Cv + 40 92 o I I 1 \\ ROAD WA 0 HALL BE UNDER s 3 A76.3 FL=182.1 198 0 EXIST. SAN. 15 0 CLASS V RCP LATERAL - " ^^� +1f3.3 t186.9 42, ta}�S' �rn a 00 \\ +175.9 N p 1z o U / t I N/F DOUGLAS JOH SO , " ^ V. It = 0�'EN SPACESPA N N TRUSTEE V. II 2 ^ + 200. =``T`�<"- I 11 �+ 185.18 + 183.3 FL=172t 00 0� \ ASSOCIATES, + 203.G' I + 0, W 41 11 `1wb o ,:: I O° + f9 .s N p �i' I +,ss.7 187.3 �� ( +n7a.s (OPEN SPACE) tt �+ 05.5 I +201. 11N1 >." .O o I O 11 +195.6 le 28 2 Zoe II Q �_ Ia v t N I Q _ OI CML ENCaINEEf1S r �+ 202.22 I 0 .1 Q ? ::a:':::i + 3 Qp Q Om }� 4:p: 1� C9m�ih too IWMSOR 130 0 �• 191.0 EXISTING COI+It�tEGi1CllT �;lV•.' I O + 192.3 If�LI ` ) + 176.7 ^ I 20 O ', OPEN SPACE TO BE DEEDED TO THE .0 4' WILE CONCRETE WALK 2d I TOWN OF+ SOUTH WINI�Sdi' I + 184.6 + t83.4 184.4 �1 WILSON M. ALFORD,JR.,P.E.& L.S. W: �:1 < N h pp 9 sq 2 3 8 188.2 41 �� NZI 204. 2 ~ ° 1 t Q+ 190.75� + 177.5 3I- � 04.1+ 06.5 + 203. �_ + o I 2015 19 .0 I 00 1 + 180.3 DATE: JANUARY 30, 2004 rq 200 0 + 1 + 194.7 I cv w 1 i 2.07. Z 00 - 201. 198.9 - J + t92.s 1- 192.0 I I' SCALE: 1 IN. - 40 FT. 200. 1 O 8 + 176.8 �1 O 191 CV +183.6 3 I C I 201.3 _ --- - 20;0 ^ 2 D + 187.7 204 V =t 5. I O 01.0 F _� ,'� + 18513 N N- 204.2 i 7% I �. 182.7 20:,. 210.9 206. 2C64fb NIII `� _ - - - Iy I D oo M N =� 0 \ (, ro U I o o I - = ` L1J O O J• W ✓� Qp�Q 4. N �38 t � ' 196.0 F 1. 1°4.1 ,t � . . 0 ( 1 ZI O + 205.2 I 6. m I �} Ol . O_ 7t + 195. 37 1` t.._'c. _ti3.3t 192.5 N 1 Z r l• U ' I Q 2)5.� 211.0 06,5 °' I O °4.0 �l + 194.04 �J J�J,� 183 I 0-' 95 �' `�\ 1`l co 183.5 I V 1 �l fi O 206, N I O I , Y. + 193.4 �� 9.4 187 5-1�- ,, ` f �1 �� 183.3 J 1 18�.4 ri o .3 + 208.2 5 N^ 4 00 1 y 193.E '- 1�: J.. A w x I 0D r, I -I 0 FIN I 20 + 192.4 183.4 I w n f-'--I _ ( °6 205.5 20 •O + N I 203,2 Q9,7 36 s' 183.31 l83. 5 FLARED END O r/ �- 20 .5 8.0q 2 1 _J a189.98 _ 183.751 1 "n FL=178.91 U 1 2 202. 7 , 184.23 ro t 18 69I P178.91 + 207.2 27 201.9 t� + 192.2 184.33 + // I( F 206"'17+ 2h _.5 + 209. ^ 0 205.0 _ 186.76 183.78 Q N 2075 I S=193.1 } -i .192.1 i9 � W D I 199.9 203.0 83.}}s r , �'1 ( - ----- O6 CV FD L_ CV �. 186.94 -- 5 s 7F �.07 I �// v J O F� I O .0 // SAN. MH Z LL. H 183.29 209.2 II I 83.75 ^// 0 TF= i 84.13 OOOOOC C2 210. N t0 of i. ti° �' ~ .� H, I 192.92 91.75 190.12 FL= i 73. 70 O 2 I // 21 .6 h N III O° 207 : ',:':? O 2 pl O 1 J .5 + 193.1 + 192.6 = 192.7 I 183.92 // v 41 W N II j I " t '20 ,3 •'..?` 4 240" II I- • 193.0 193.72 .52 1 183.3G8 184.01184.10// 184.52 �1 C < O 208.5 2? 1.2 i N C9 II Ii t I y = V%mil{LLJ [J N` 194.11 EXIST. BIT. CONC. DRIVEWAY 934 213.t �Q = �,. III 2 I 3.6 t ._..� a ., 8 I P R 9 193.64 1 183.35 WV d O I (g m O I NN s0.O`� ¢ O 194.61 83.42� CB TF=183.32 184.11 Q 0 Q+ 207.79 N O �9 O V V 183.49 d FL, IN&OUT=180.72 EXIST. 8"0 SAN. SEWER - �'>:::D (niU,;1;, 193.63 192.89-------------- 081 194.90 +� ------------------------ W : 184. 7 15 0 ,>:;ti;�:(!?.�n•c 05.0 35 tsa.24 1s3.s2 III n � H > 5 I o8.5 ; a \� I NII CB TF=183.31 WOOD POND ROAD 184.12 1f z 183.89 :...:.. t92.2 FL=180.81 184.49 It.4q 7.+ 194.3 184.39 184.73 t 2g84 _ 207.0 207.1 1 +. } 200.0 i ' ------------- ---- --------------------- -- T/� 1 183 58 184.20 w 04.6 193� 95`3 195.fi�1 5�d8 195.77 195.15 EXIST. 12" 1 RAFR f + 209.& 2 207.0 9.5%', O Y _ - - � zo8.7 7 O 6 O N 203 3 ', EXISTING GARAGEGATE VALVE 184.17 J 183.93 - - 00 I I EXISTING HOUSE I F-� OPEN LEFT 84 43 rLl + ; 20 4 I EXIST. � 18 . /� SASA�M_H � � � � 1 I N #565 NEVERS ROAD 12 PLUG co - - - - PROPOSED 207.3 YD I IN I I 203 5 2.1 % - 2p4 195.91 4 1 ro TF=184.24 o `ulO I 3_- m v 20' W/DE SANITARY SEVER EASEME 208 _ I 1 Co O 195.06 96.35 FL, IN S=175.04 Q o =2 2. ^ , Ip N V N Iz33 _ _ _ + ¢ r FL, OUT N=172.49 WITH 10' WIDE ` I II I I 93• - l o' I TEMPORARY CONS7RUC.10N EASEME W ' 209.0 9.5% h I I I I i L, IN E=173.49 Z 209.0 ' I I p o�p I l \ \ 1+ 204.3 d I + 193.5 I WATER I I I -F + I 211.1 + I I I I 2 G.4 207.E 206. ° c� 63 METER 185143 SET +2b9.5 0 209.5 �90 ^ ) -------SET ----------------- + 2 0.6 o0i I j 9 I TQ I ; + 193 7 195.76 I I IRON PIN + ,90RON FIN = ;..,' 0 I w nl 2 4.1 \ 196. 196.22 1 r ¢ I 1 �w p I , �g I 193.7 1963 96.24 11) 26 2b9.g 7. ; < + 05.LLJ 5 I` L. ooQ I I O\A < 3.4 196.12 I o �/�i i ' 78i.9 �, `� (� QO _ J�_ I'i ¢ J I N� I 1 Qi I + 192.2 + 192.9 SNET �� o 7) + 211. 1 O,NO t9 w 1 I I C \ CV ^ 2677 00 i90.0 t of N co O CV 0 ° IIII to 199 I 63 195.40 t 6.7� - 186.3 189.1 ' N II'� N S-194.1 I 95.2h S=194.0 - )7 O ^ ^ 187.1 = ,89.7 i I Z I 187.5 190.;# + 2 1.8 - - p N S 203.5 I I-----F--- _ C0 o N W 2go.s I ' _ , _ _ _ II 2 11 C0 I _ __ 24 I 1ss.s 1 I I 189.8 .-,as:8---------- - /#- 189.00 I - +_ + 4� O + 18E.6 LOW J SAN.MH 3I- W------ (�I 209.5 + 194.76 I 186. 0 20�.9 N O II --- I 7F=2�J3.8 - O W 11 ; Q+ 194.22 0 D W O �� I I 204.3 207. IN C9 Q II �' 1, 192.9 I 186.9 187.2 STONE 138.5 Q m 187. �� APPLICANT 8c CONTACT PERSON P N I I N I I 25 11 Qo �_ 209.7 N TO S IL I o y� Q 1 )'S 188.5 Sheet �] �" 1 209.5 ° S C Pl I I I ti O g I 22 I 1 , 1 1 V V L I MANNARINO BUILDERS INC. 209.5 1, I 4.9 I - % I I / 99 , - 188.09 190.0 • -- 2as.s I C/0 FRANK MANNARINO 209.5 + 2C7.t - l �` 2 6 �0 205.5 I 4 WIDE ta7.4 + ta7.5 O FL 2fo __ _ 205 20 3 20 1 3.3 I + 193.2 +,92.4 187 98 PROPOSED + o 1169 ELLINGTON ROAD - 208.5 - - 206 I CONCRETE WALK SOUTH WINDSOR CONNECTICUT 4 r" --__-- 2.i2.5 - _ _ _ _ 189.1 N I n} 188.5 Z Z O + 211.a 213 _l}?i--- t zos.3 1 N I 1 • o TEL. # (860) 289- 7055 ®c 7EMPOR.ARY CUL-dt-"SAC SAC 8"X2- Trr UG & BLOWOFF +- 189 7 + , aa. 100 °j � ~00�� 214.0 BOTH SIDES OF TEMPORARY CUL-DE-SAC REVERTS TO ABUTTING PROPER E� RS N/F CATHOLIC CEMETERIES ASSOCIATION OF THE ARCHDIOCESE OF HART,�'P'Q INC. + 192.9 + 195.7 + tsa•3 +,9s.a + 1st.s � I � � FAX # (860) 289-7121 + 193.8 213.2 WHEN STREET IS EXTENDED. PAVEMENT REMOVAL, GRADING, SEEDING, EXTENSION RETAINING WALL To BE PLACED ALONG BACK OF WALK, AS NECESSARY, + 1941 1; OF CONCRETE SIDEWALKS AND OTHER WORK INCIDENTAL TO REMOVING CUL-RE--SAC TO MAINTAIN 3:1 SLOPE TO PROPERTY I+.INE + 196.8 I I 188.F2 ARE REQUIRED UPON STREET FX7NYgION 205.2 203.9 + 199.75 201.42 -- ^ I I 189.4 P: M03101 D: M03101`NS F01_DEMMANNARINO FILE: MANNARINO c BOTANICAL NAME COMMON NAME GROWTH RATE MATURE HEIGHT/SPREAD 'TILI7IES MAY'NOT BE SHOWN PRIOR TO�CONSTRUCTION, CONTRACTOR SHAD `All AAM WA1/C' l/Tll/TIA-Q AAA9)Vr-) /)A/ TLIC f,-olv!Air ACER RUBRUM 'FRANKSRED' RED SUNSET MAPLE QUERCUS RUBRA 'BOREALIS' RED OAK PSEUDOTSUGA MENZIESII (TAXIFOLIA) DOUGLAS FIR 2 112" CAL. B&B 2 112" CAL. B&B 3' — 4' HIGH B&B MEDIUM —FAST MEDIUM —FAST MEDIUM �I I I I I I I I I I I I I I I I I I I I I I i I GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft~ 1 \ � \\ \ A-8 \\ 176.3 \ N/F DOUGLAS JOHNSON, TRUSTEE (OPEN SPACE) EXISP.NG 4' WIDE CONCRE7E WALK --------------------------------------- WnnO POND ROAD _ ;AMP\ m-"-' --- -- - -- -- -- - - ®--- -- - �J -I Y 1 , - -I -------- PROPOSED _ _ 20' WIDE SANITARY S:-WER EASEME WI7H 10' WIDE 7EMPORARY CONSMUC AON EASEME STONE PROPOSED cn 4' WIDE W CONCRE7E WALK _ co SET -- --- IRON 'IN 4PPLICANT & CONTACT PER.30N WANNARINO BUILDERS, INC. �/O FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICJT TEL. # (860) 289-7055 r-AX # (860) 289-7121 c� P: M03101 D: M03101WS FOLDER: MANNARINO FILE: MANNARINO S. P!_+ i ITS-SU3 NEVERS R()^,D R O ` V 0 0 I, N/F BRUCE P. AND MARILYN D. PAJOT / Z GARAGE= 209.5� N BASEMENT=, 02.8 o FD FL=,201.E o • 0 �rn 1 g ; // SAN, A= 200.50 I < No FF- 210.5 I o 0o GARAGE= 2085.I o I cn i 199 41% z c� m // I o o+ BASEMENT= 201.8 p� I 0p a m a Q // ,.:.. I FD FL= 200.6 H`= 208.5 I I 1 00 SAN• FL_ 199.0 < I I BAR M 20 $- I I o • � 204. I I o o // `: cn:�I �.•, (f.. • ..,'+::i: ENT- f99.8 GARAGE I I �� TEMPORARY CUL-DE-SAC �. ,.n '. J1 ,n �° SAN -� 6 I BASEMENT202.'S I I i I N $ 0 cavli�s:: 'r;. r..s.S`�i°' c� � I FL_ CA 197.0 o I FD �^ 195,8 /l 19 FF 1 I $ Q cn < SAN. ¢ 6 203.5 1 0 v r..: t ::.. 193 o GARAG BOTH SIDES OF TEMPORARY CUL-DE-SAC REVERTS TO ABUTTING PROPERTY OWNERS ,,t ;�• >05 ::;:.,. y.-�,.t, • (' O E I 1 I' 2 r :r }:N' i .: ' r+ q: p I ti < SASEMENT201.5 ff 203.0 I s WHEN STREET IS EXTENDED. PAVEMENT REMOVAL, GRADING, SEEDING, EXTENSION }• r ;,ti:.; y,,;;,. r.; N I a- zw N F KATHRYN A. AND IOHN C. PARKINS , ;. ,r:t.;::;•;..: „�,,,.; 208 I u, irrr FD 194.8 I OF CONCRETE SIDEWALKS AND OTHER WORK INCIDENTAL TO REMOVING CUL-DE-SAC '>'` !� n ' SAN _193.6 o GARAGE= 201.0 I 1 / ARE REQUIRED UPON STREET EXTENSION `�`f''S f I I I I 0 < I FD FL= T-: 1 1 11 :.,,,-. �. u, 90Z � �O o 192. o � BASEMENT 194.3 / N SAN. FL= .191.5 < 11(o m m N p I ,O II Iro 14 bo s'"••,R., ^: i::•"� ,,:.. I o I c> o / // to I� I I + o to o <'.'.i.. i;':;;:....;'r. �.' �:.. .� I D s; . z /I � �;-:;,,.• ., ,,.,-;�`.~r.:i:s��,.•C,: ,,• i � „t 1 __ `__.ram ;F: '- --1 -- J _ 33 �.4.::201 ' t.x;��;:: .,•s:� � I 1 <2m AL p2 V 1 N v: rErtlPpR R .. . y.„ •. '' I I nr- o r // ----- I OPEN LEFT c :s sS7QC > ./CE;:4'; �'SO%' t r y o I 1 i o uLi o �t �I Rl �y // GATE v • 7 O Y 20 I O KPA TO `>` r w I __ 1 'r,, ..y,.: ..:Yid:=. o I 00, {__L ----- --- r o :.z : �oZ".=: w o v� 1 �� y QF� T----+--- _ CBS _ 2.>< ..`+:� •i CB 20 I =201.2 -- ' -- _- E..r...:;' . t i;{.• _ _ - `O g 7, �21 O GASKETSD-LOOZ CB 6 O Ir - �+-___----1_ - _ �f97.4 7F-19B.� i,i o to to �* � � �m /yam 11 n _ _ 1 �__ ,� I o z X i // ----- _ =20 0 �O `� I _ -,SAN.MH 2--^i'-- _- �j�" - O - - - -�M li // / // w Z 1 d I `aZ . O D=200.D10Z i 8. WA R . 199. I Z N m /// c'y,I - - - - - - - - !� I MAIN ^ ^ O // -- I---- ------- -H o 666 I __^__^ I I p// ZE ( -� 2. ' ,. Fl;rf.t r•- LA�e - 86 T SAN.M `1 t - -- - 198.------ p , o _ _ 0 200. oo r98 I - "EPff- LAMVE :a,, ;•,fit 4.f; fir?.'' � - I ( . % u ar :TEMQORARYa,:;.:, ,'.' r - , \< �'1s=198.49 0 �g I ExIST. o // \\ r ;t>•; °Y:Y j 1 I y O cp 8 g O 9 I 4" GAS MAIN EXI \ { Y 't` :STOCKP/LE r a ro ? u co 11 wAA• 8 m\ \ zZ 204 .� ;•' ; ;,;I.^,t cb �_�� CB CB ,}1 G R MAIM\ N/F CATHOLIC CEMETERIES ASSOCIA77ON OF THE ARCHDIOCESE OF HARTFORD INC. W> }� �o °' I 203 I r„ top i J "%F 1974 r�,,..,, \ !< F o i r• 0 O I: I I O 99 I a= ,. <a:•.. 00 $ W I N 1 I I 20 j I X-1 w,.:r�.k r:�: w ., ; • 4r,.:' : c fMPORhI RY Cn I O v;a :�!:t+f` .,^S.K r.lf'..... Fr:,•,•.y, O ��5� N ?�_ i �'r��•:{STOC�PILE!•:a �i Fn FF- 207 0 I .< ,r.?!^ ti• Y k 'i'(':: ' � 't'•.' O Z Z li o - _ I GA AGE= " O rriznf z - o ti N WO BASEMENT= Jg8.3 GARAGO6 0 0 o I y k o FFa < rn FD FL= 197.1 w {yp E- 204.0 FF_- c> Q GARAGE 206 O °' SAN. FL= 1955 FD BASEMENT_- 1973 V GAR 20¢0 I I N/F DAVID C. MORRISON tO �'°'t� m" o FD BASEME1�1T �19 I �v 5:;; J ,c` 196.1 y BASFMEEi1-iT202O FF_- o I 7 JOSEPH LANE N tOv a D 11 o 198. O 9�5 FD �^ 19¢ 195.3 GAR.�G430 o O NOTE- NOTIFY "/67 JOSEPH LANE' OF WATER Z FL_ 9 3 r 0 O . SAN FLa 197.E ti ca g6\ o O SAN F[= 192.5 co BASE,�fE�yT2O1p SHUT DOWN PRIOR TO START OF WORK Z o ao cn FD f L- 193 19¢ <' `: FF= 204.0 ray° 04 1861 SAN Fz- 19L I GARAGE= 202.0 N 2 • Z �o -' L6L O O 5 FD= ( O r'BASEMENT= 195.1 m 189.4 � ; Cn m _ - ., I < , FD FL= 194.1 .. - _ _ � _ . � ' I O � •:Fa NFL 192 5 I 1 I _ O I ' ----- --- --OOZ I - I , e '4 - d v A QDI II I i i y c t� IL m O 0 'INie U p W i U � 0 � Q p 2 U � O U 2 U Q O O Z z 0 N w w ~ n a �► OF.00, M . A L Po�Q�.. ♦♦C♦��e'C�;o� No. 9344 •••y�ow.•�urr11 ►►►' ►plrnniigi of Or Nt ♦♦♦��Q�yo� No. 9344 � 011, TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL ASSOCIATES, INC. CML EAGINEERS WILSON M. ALF0 D,JR.,P.E.& L.S. ' 1 { DATE: JANUARY 30, 2004 SCALE: 1 IN. = 40 FT. _ -- -- y o + + + + o 7F=198.0- - - - lu N - - - -"� - -♦It - - - - - - - N -- - - FL,-OUT=--194.27 o Q Z Z Z e _ II Z h Q e e e to - U O o o 7 -8 Hl-Q ®3.CiX 19 1- �- `� 95 o I u a o Q _ t e Pum - o -1 - - _ �--I - e Z e I , I i_ -. �'- -- o- - --.. a v _ 7F-.199.0 Z p c� O O Q h YD ,f'4 T� S RMjUN BE to FL, IN'dt OUT= 192.17 �u �c #-- f -�-�- w No I I I 2a Z 3 Z O tooFL OUT- I9Z3 e ii QBETWEEN YD M de C! { II II 113 8 W _ ,}'5 !TOTORM UNE _ ti TF= 198.3 _ 1 ' W - - » - 'NN� o FL. OUT= -19 :46 - rn o ti - - ro ii 2 1 I o - I 2 - 10 0 Hi-Q L,I� � or F --I U) S RM UN-BETYVEE °p - - - - -- N ro - - �, Z fL, OUT=- 194. I U Z 130- 10 -�` e 1" >e H! ®2 1 Q 0 a I : - E ST1NG 182 15 / Q ®1.OX YARD DRAIN26 7F= -198.9 a0 I { FL, IN-- 191.7 .- - - -- - Wit_ �- _._._ - - - FL OV =_ �91.53 I _. 0 T YQ A92 TO CB I H �- 1 , I f I o 5D = 12">� H!- , -.t .. I _ C N7ERUNE GR DE i 1:5 �, -r-F------k--F--- I I I \� / _ { { i { z 1 Q ! I Lu ........... - --- - ' 0 _ -}- o (L bi_ 1Lli _. i I I TF= �98.4 :. I f I I I _fT...l W 1912$ I I i�__ 1 FL, IN S- 191.03 1 I I I - - I- _Lo -- - - -- ---- - ! �- '- - { -- - - - - -- _ _ FL,. OUT-�191.03 - - I I - - -f- I-- f--i -I-F-F °0 Q --- - -- � -- j------ --- ' -- - -- fL= 195I0 - -- --- - -.. - ( i---�--- --C-- . -�•--� - --- -- - - - - - ---- pROP,OSED I I Q -- -CON --�- -r ECT PROPOSED , fIi=193.2 � � WATER UNE TO EXlS71NG -- - I -- -I-- I . I . ' ' ' ' Z - - - - - - - - - - - - -�7F-202.9f --- � --- -- �- - -- - -- -- I---}-- -i-- I- - i _WA /N JOSEPH LANE I P - - - - --�--- �--I---i---F-- - r�.98.90 J {{ Q 7F 202.2 I I [L FL, IN $= 195.76 i I � � ! i � ( 1 I I I � I I i YD6 TO CBA5 _ 95 ( F[; OUT N= 1.34 ( I ' j ---� TYPE C" CB T?PE "C"I CB I � � � � j I I 123 15 0 Hl O 0.65X DOUBLE GRATE TYPE - 1--� --� -I--= -. - -- MANNAR/NO BUILDERS INC.-� TF-- 02.5 -- - - - Ell OUBLE GRATE TYPE I FL, our= 'ts5 e - - + - - - - - - II I �, I - CIO FRANK MANNARINO - CB aK4 7F= 19Z4 .-7F--l:1974 --- --- -- + 1��_ �� - _ I I I 1169 ELLINGTON ROAD 7F- 200.2 fc, rNe�out 1 z7 FL, r � ou 19.28 _ --- --- - - - - FL; IN&OUT 19 .54 - ' -- - ,- SOUTH WINDSOR CONNECTIC UT - TO 22'= '15"0' HI-0 0 2.a iT� - - I- - - - -- - " 100 - 15">►- H -Q ®-1. 5X - - - _ - _ - L. # (860) 28 - I Sheet - - - - - - - 22--15 O--HI- 0 2.0X i l _ - FAX ,� (860) 289- 1215 I - _ _ _._I __SAN.- H'2 TO SAN MH-,fl - _ _ - -S N. MH. -TO-SAN. MH ,{2 - I SAN. MH #1 TO EXIST. SA M _ - i 200 - 810 SDR-30351 PVC 01.5X 231- 8"0 SDR-•3035 PVC ® 0. 30 245 - 810 SDR-3035 .PVC ®1,OX I _ _ _ THEiLOCATION- -OF UNDERGROUND UTILITIES. ARE APPROXIMATE AND ALL.. UTILITIES ON, CONTRACTOR SHALL tZA • MAY OT BE SHOWN PRIOR TO CONSTRUC 1-800-922-4455 AND HAVE UTIL177ES MARKED ON THE 0 _.� go 7 0 6 0 I 5 0 � - 4 0 I l 89-- d+I 3 10 0 � :. 2 0 0 _: _GROUND. I P. mmini n• mn�1n11A1-q 170111FR•AAANNARINn FII F• MANNARINn SS: PLAN- PPn1�ll_E-SUB REVS %S ROAD EXIST. SAN. MH ll TF=198.69 FL=187.19 Z a I W N/F DAWD A. AND KA7HRYN M. BEST P I N/F BRUCE P. AND MARILYN D. PAJOT N/F KATHRYN A. AND JOHN C. PARKINS LIGHT POLE wl N/F DAWD C. MORRISON 8"x6" ANCHOR TEE W #67 JOSEPH LANE I 6" GATE VALVE OPEN LEFT EXISTING BLOWOFF (HYDRANT TO BE SUPPLIED BY REMOVE AND INSTALL NOTE- NOTIFY "/{67 JOSEPH LANE" OF WATER CONNECTICUT WATER COMPANY 8" GATE VALVE OPEN LEFT SHUT DOWN PRIOR TO START OF WORK I SOU 0 I I YD ;f1A YD #18 , 7F=198.0 3 7F=199.0 -- n 000 '32 200.8 201.0 TIP cv 20 0 ♦ S ^ I N/F RI CHARD L. AND EMIL Y E. CARTER IS Iz!�' ^ -- - ;--W-- - - o ate;' 2.0 I I Exlsr. CB j 1 I SFr' ` / O N ^ ♦ I N... ;�:�;`qE;e j {;': I #605 (FULL OF SAND) 9�Z, I Z \ of OO }1II Q cQn ^ 2QII II o ♦ ♦ 1 II :•:`t.Oq;:Op;; U"; °::_:_;,< I � TF=179.50 29Q Nj LI � .ICL .(O 10 FL ® 1/2 PIPE=176t Q) o o VN II PROPOSED DETEN770N BASIN a l �A -2 I =,' TOP=187.2 I o I j EXiST. CB Q O I o� N i C7 m V) ♦♦ j %5,,,'^2' "'.' O I ~ O I TO BE USED AS A TEMPORARY SILTATION :s,r,;: S=188.3 tl 12 ^ I ) I lye O / iF= 178.95 Z ♦ p 41 41 r.j BASIN DURING CONSTRUCTION FL, E= 177.25 20 .0 ♦ f - -- - - ---- N Q Lail II ' 1 W O I / FL, W= 175.25 Q ♦ O II o'' v ' ^ rFD=189.3 �' / EXIST. OUTLET - W t.o% --------- h l FL-m.07 I 199 5 a- -" - --� j EDGE OF WETLANDS WERE FLAGGED BY JAMES McMANUS, p 1 I 00 .:::::::::::::::::.::::::..:200.5.. _ r I r SOIL SC/ENAST, FROM REMA ECOLOGICAL SERVICES, LLC 199.4 I ::..::•::::•:::.::::::.::::::.:::........................ ,.:;M1; (, x Y 1' ,''YY Y't�.1 , I I I Q :.:.:ii::(ii.i::i:::{i::::::ii::iii::':::::::::::::::::: i:;....':::::::::::::::::::.a:::::::.:::::.:..:::::::::.::::::::::::::.:. :r. o ..t _,: 1 I ON JANUARY22, 2004 a - - - - - - - 20 .1 _ _ _ _ _ I """""""""' """""' `'� r I 3-4 FLAGS WERE FIELD LOCATED BY ALFORD ASSOCIATES, INC. O YD #2A 201.5 FD > IF=198.5 p o Fo te2.2 T I 200.8 STORM MH #1 I W : • ._.. 37 r ;^, r j ryo cv - S IF=195.5 A-5 � 06 hN11M� Nam' ^O qU:::> I I O I cv s=188.9 h q f f c� EXIST SAN. MH A-6 ;st TEMPORARY _' N ; 1 , TF= 180.80 No I 201.0 01.5 O m V. i� O 0� I OUTLET PIPE izC.:,-` A I 1 FL= 171.30 W 14J A-7 to 198 19 .O ,'.::,: ....::•::•::.:•.�:::::::...............................................::..:::.�:.�.�:.�:.�:::::::.�:.�.�'.�:.�.:::"""?:•:•:•::•:::•:::•::•::•:�:•::• •::•: •'"' PROPOSED FLARED END 2 391 2 8 5 0 _::::::..:....:::::............:::..:....''..:: '.:..... ............................. # 00....:...:.:...::::::::::::....:::::::..:: I FL= 177.5 =L_ ;1 - PLUNGE POOL 01 0 3. oq #6 BIOFILRTER AREA= 177.0 � ^ 202 PROPOSED CB FD, o YARD DRAIN #1 \ TF= 180.5 \ LEVEL SPREADER, TOP= 177.5 2 202.5 1988 I 1 ° - DETENTION BASIN IF=185.5 I %/{ FD #3 1 _ 1 s=18s.8 cv 40 OUTLET EMERGENCY SPILLWAY I \ PROPOSED STORM PIPE UNDER A-8 cv D- 94.0 198. 7F=18Z7 TOP=186.7 _ o I 1 \\ ROADWAY SHALL BE CID fZ=182.1 EXIST. SAN. to h "S , �� - _ O Qi 198, p LATERAL 15 1rs CLASS V RCP I J� o N U .� 42,'' = N/F DOUGLAS JOHNSON, TRUSTEE h N II `1 .� i. 1- h O FL-172t i I \ - o, :=; ;' . ; Q U = I \ OPEN SPACE I o W = OPEN SPA CE � , oI I , l � I y:r o 28 202 p CO I OPEN SPACE TO BE DEEDED TO THE( EXISTING o r 4 WILE CONCRETE WALK 13002.� 1 2 s o I I TOWN OF SOUTH WINDSOR IWI00 199. 8 2.s 00 41 rn S=19�S 200 g I I o 4 Cv 2o4 cv =1 5 4 1 I _ O 2 p O 1 0�04 , � I Ln _ 0 O W 1x I t� h J 0 p y p o 2 z U p Q; q L 0 2 U a e O � 2 ti 0 U Q o q O Z O_ Lu of 0 0 o Lu H n o h � 'i�nvnv4i C �ONry�`T�'••o 00'��!�F ;. No. 9344 ��Ulvvvvq �e�� F CONN''••,.e No. 9344 vv � $'''� ++so. v D s U TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL Alford ASSOCIATES, INC. CML ENGINEERS `Ir\!`RS R(-.`") J NO TES- 4 -M IICl C'H II-]\/r'l/ AAIM \A API IIAtl MrrA1 M-f rn Anrn IAI A fN n f% ll r% A A I f1 r 1A/I TII C'•rI1TI^A It'. I. In 3 SumvET AND MAP HAS or EN PREP"/ -RED IIV ACCORDANCE VYI II"I 3Ell1IVIVJ 20-30015-1 THROUGH 2O-300b-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.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND TOPOGRAPHIC ACCURACY CLASS T-2 AND IS INTENDED TO BE USED AS AN IMPROVEMENT LOCATION SURVEY. 2. ZONE OF SUBJECT PARCEL IS "A-20", AS SHOWN ON A PLAN ENTITLED- "1;0I1TH WINRgnR 7ONING MAP AnOPTFn RY S_(_�I_JTH WINngOR PI ANNIN(; k ZONING COMMISSION MAY 22, 2001" MINIMUM LOT REQUIREMENTS: LOT AREA = 20,000 SQ.FT. LOT WIDTH = 100 FEET FRONT YARD = 40 FEET SIDE YARD = 10 FEET REAR YARD = 40 FEET 3. HORIZONTAL DATUM IS BASED ON NAD83. 4. EXISTING TOPOGRAPHY HAS BEEN FIELD VERIFIED BY ALFORD ASSOCIATES, INC. IN OCTOBER, 2003. VERTICAL DATUM IS BASED ON NGVD29. 5. SUBJECT PARCEL WAS INSPECTED BY JAMES M. McMANUS, MS CPSS, FROM REMA ECOLOGICAL SERVICES, LLC, ON DECEMBER 3, 2003. NO WETLANDS OR WATERCOURSES WERE IDENTIFIED ON THE SUBJECT PARCEL. BOUNDARIES. 6. IT IS THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE TOWN ENGINEER PRIOR TO ANY CONSTRUCTION. 7. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL OF THE REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. 8. ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS OF THE TOWN OF SOUTH WINDSOR. 9. UNSPECIFIED CONSTRUCTION SHALL BE IN CONFORMANCE WITH "THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION", FORM 814A OR LATEST EDITION. 10. ALL PROPOSED UTILITIES SHALL BE UNDERGROUND. 11. MAXIMUM CUT OR FILL SLOPE IS 3: 1. 12. ALL UNSUITABLE MATERIAL DISCOVERED DURING CONSTRUCTION SHALL BE REMOVED IN A SUITABLE MANNER. 13. MIRAFI FABRIC FENCE SHALL BE MAINTAINED UNTIL ALL CONTRIBUTING SURFACES HAVE BEEN STABILIZED. 14. NEW PAVEMENT SHALL MAKE A SMOOTH TRANSITION WITH EXISTING PAVEMENT. 15. MAINTAIN DUST CONTROL BY USE OF CALCIUM CHLORIDE AND/OR WATER AT ALL TIMES PRIOR TO CONSTRUCTION. 16. ALL SIGNS SHALL CONFORM TO APPLICABLE ZONING REGULATIONS. 17. THE SUBJECT PARCEL IS OUTSIDE OF THE 100-YEAR FLOOD BOUNDARY AS SHOWN ON A PLAN ENTITLED - "NATIONAL FLOOD INSURANCE PROGRAM, FLOODWAY FLOOD BOUNDARY AND FLOODWAY MAP, TOWN OF SOUTH WINDSOR, CONNECTICUT, HARTFORD COUNTY, PANEL 4 OF 9, COMMUNITY -PANEL NUMBER 090036 0004 B, EFFECTIVE DATE: MAY 1, 1980, U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION". 18. THE PROPOSED USE THE SUBJECT PARCEL IS FOR A 15-LOT RESIDENTIAL SUBDIVISION. 19. ALL STUMPS SHALL BE REMOVED FROM THE SITE. 20. ALL PROPOSED CATCH BASINS ARE TYPE "C", UNLESS OTHERWISE NOTED. 21. TREES SHALL BE FLAGGED IN THE FIELD AND APPROVED BY THE TOWN STAFF PRIOR TO CLEARING. 22. FOR SANITARY SEWER HOUSE LATERALS LONGER THAN 100 FEET, CLEANOUTS SHALL BE INSTALLED. SPACING OF CLEANOUTS IS A MAXIMUM OF 100 FEET. 23. ROOF LEADERS WILL DISCHARGE ON TO SPLASH PADS ON THE GROUND. 24. UNDERGROUND STORAGE TANKS ARE NOT PERMITTED ON THE SITE. 26. CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS. ANY DISCREPANCIES SHALL BE REPORTED TO THE DESIGN ENGINEER AND TOWN ENGINEER PRIOR TO CONSTRUCTION. 27. FINAL LOCATION OF UTILITIES SERVING PROPOSED BUILDINGS SHALL BE DETERMINED BY THE UTILITY COMPANIES. 28. MATERIAL THICKNESSES SPECIFIED ARE COMPACTED THICKNESSES. 29. PROPOSED CURBING SHALL BE 6" HIGH BITUMINOUS CONCRETE BERMS, UNLESS OTHERWISE NOTED. 30. WPCA REVIEW AND APPROVAL IS REQUIRED. 31. ROUND TOPS AND TOES OF ALL PAVED AND PLANTED SLOPES. 32. ADJUSTMENTS IN THE LOCATION AND/OR NUMBER OF PROPOSED PLANTS MAY BE NECESSARY DUE TO FIELD CONDITIONS. SUCH ADJUSTMENTS SHALL BE APPROVED BY THE DESIGN ENGINEER AND THE TOWN PLANNER. 33. PROPOSED LIGHTS ARE SHOWN IN APPROXIMATE LOCATIONS AND NUMBERS. THE FINAL LOCATION AND NUMBER OF FIXTURES SHALL BE DETERMINED BY THE SPECIFIC FIXTURE CHOSEN. PRIOR TO INSTALLATION, DETAILS OF LIGHTING FIXTURES AND POLES TO BE USED SHALL BE SUBMITTED TO THE TOWN STAFF FOR THEIR APPROVAL. PROPOSED LIGHTS SHALL BE SHIELDED TO CONFINE ILLUMINATION TO THE SUBJECT SITE. 34. THE TOPSOIL IS THE PROPERTY OF THE OWNER. 35. DURING CONSTRUCTION, AREA AROUND CATCH BASIN TOPS TO BE DEPRESSED AND CATCH BASIN TOPS SHALL BE WRAPPED WITH MIRAFI FENCE. NOTES- continued 36. REFERENCE PLANS - (a) "PROPERTY OF DAVID & JEAN K. PATRIA NEVERS ROAD SOUTH WINDSOR, CONN. SCALE 1 "=40' JULY, 1989 JOHN J. CONNOLLY, JR., REG. LAND SURVEYOR" (b) MAP ON BOARD #1143A IN THE SOUTH WINDSOR TOWN CLERK'S OFFICE, PREPARED BY CECIL W. BROOKS, REGISTERED LAND SURVEYOR, RECEIVED FOR RECORD ON 9-3-65 AT 11:00 A.M. (c) "PROPERTY OF WILLIAM STRONG SOUTH WINDSOR, CONN. SCALE 1 "=100' SEPT. 1956", PREPARED BY CECIL W. BROOKS, REGISTERED LAND SURVEYOR" (d) "PLOT PLAN SUBDIVISION MAP PROPERTY OF THERESA GEDRIM SO. WINDSOR, CONN. SCALE 1"=40' DATE 10-1-74 REV. 11-18-1974 IGOR VECHESLOFF PROFESSIONAL ENGINEER & LAND SURVEYOR" (e) "PLOT PLAN PROPERTY OF LAND DEVELOPMENT CO. SO. WINDSOR, CONN. SHEET 1 OF 1 SCALE 1" = 40' MARCH, 1966 MORTON S. FINE & ASSOCIATES" (f) "PROPERTY OF JEAN K. PATRIA NEVERS ROAD SOUTH WINDSOR, CONN. SCALE 1 "= 40' NOV. 1991 JOHN J. CONNOLLY, JR. REG. LAND SURVEYOR" 37. THE SUBDIVISION IS IN COMPLIANCE WITH SECTION 10.3.7.1 OF THE ZONING REGULATIONS: EACH LOT CONTAINS A CONTIGUOUS BUILDABLE AREA ("BUILDABLE DEFINED AS EXCLUSIVE OF WETLANDS, WATERCOURSES, WATERBODIES, DETENTION AREAS, UTILITY EASEMENTS, RIGHTS OF WAY, OR AREAS WITH SLOPES AT OR IN EXCESS OF 15%) OF AT LEAST 10,000 SQUARE FEET, IN WHICH A SQUARE OF 90' BY 90' CAN BE LOCATED, AND ON WHICH THE DWELLING CAN BE LOCATED, 38. THE APPLICABLE PROVISIONS OF THE TOWN OF SOUTH WINDSOR LIGHTING REGULATION WILL BE ADHERED TO. 39. ALL FILL TO BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. PI "_Mmlh- r 4 ' owl lop, JAII mm ;:.. r �' 1 �, 4 I � ♦ � ,,, , �. ` , I i� i 1 , . Awl ♦ �v �� rr: r ' MEN '♦ � f+r 1. _� . � � � ` � � i 11 ��. f •� ,, • , L OCA TION PLAN - SCALE: 1 INCH = 800 FEET± LEGEND x 160.0 EXISTING SPOT GRADE ----�s2____--' EXISTING CONTOUR STORM DRAINAGE - -160.0 PROPOSED SPOT GRADE D STORM DRAINAGE PIPE �- 760 - PROPOSED CONTOUR CB STORM FE MH � FLARED END � GRADE TO DRAIN PROPOSED HOUSE LOCA 77ON, SIZE AND SHAPE ARE SCHEMA 77C AND REPRESENTS ITS SUITABILITY FOR EACH LOT FF= 100.0 FINISHED FLOOR ELEVA77ON GARAGE = 100.0 GARAGE FLOOR ELEVA77ON BASEMENT = 100.0 BASEMENT FLOOR ELEVA77ON WO BASEMENT = 100.0 WALKOUT BASEMENT FLOOR ELEVA77ON SAN. FL= 100.0 SANITARY SEWER LATERAL INVERT ELEVA77ON AT HOUSE FD FL= 100.0 F0077NG DRAIN INVERT ELEVA77ON AT HOUSE NO7E- USE GARAGE FLOOR ELEVA77ONS TO SET 77-IE GRADE OF THE HOUSE. ADJUST OTHER BUILDING ELEVA77ONS BASED ON VARIA77ONS IN THE ARCHITECTURAL DRAWINGS, PROPOSED MIRAFI FABRIC FENCE PROPOSED RIP -RAP PLUNGE POOL p MERESTONE TO BE SET BY DEVELOPER 0 IRON PIN TO BE SET BY DEVELOPER PROPOSED U77LI TIES• SANITARY SEWER - SANITARY SEWER LINE S J SAN. MH AND SANITARY SEWER MANHOLE S SANITARY SEWER LATERAL TO HOUSE S=360.0 FLOWLINE OF SANITARY SEWER LATERAL AT 7HE MAIN LINE NOTE- LATERALS ARE 670 AND 1.07. MINIMUM 0 CO CLEANOUT (AT GRADE) -- Fo ---- M=XXX.X WATER SERVICE - ------- W-------- ------- W--------- STORM MANHOLE CA TCH BASIN F0077NG DRAIN LINE FLOWLINE OF FOOTING DRAIN AT MAIN LINE PIPE SIZES.• - INDIVIDUAL F0077NG DRAIN LINES SHALL BE 4"0 - WHERE DRAINS ARE COMBINED W/71-1 EACH 07HER, PIPE SHALL BE 870 - DRAIN LINES 1477HIN 7HE TOWN RIGHT OF WAY SHALL BE 1070 WA TER MAIN WA7ER LA7FRAL TO HOUSE HYDRANT WATER NOTE.• FINAL DETFRMINA 77ON OF WA 7FR MAIN AND INDIVIDUAL HOUSE CONNECTIONS SHALL BE COORDINATED WIN THE FIRE MARSHAL U77LI77ES NOTE.• ELECTRIC, 7ELEPHONE, CABLE TV AND GAS SERVICES ARE PROPOSED BUT HAVE NOT BEEN SHOWN. FINAL LOCA77ON OF ALL PROPOSED UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. APPLICANT & CONTACT PERSON MANNARINO BUILDERS, INC. CIO FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT TEL. # (860) 289-7055 FAX # (860) 289- 7121 P: M03101 D: M03101WS FOLDER: MANNARINO FILE: MANNARINO SS: NOTES -SUB I,ENF- ROAD PA VEMEN T SEC TION NOT TO SCALE TYPICAL SIDEWALK DETAIL NOT TO SCALE EROSION AND SEDIMEN TA TION CONTROL NARRA TI VE 50' WIDE RIGHT OF WAY 26' WIDE PAVEMENT 13, 13' 1' 4' 5' `3 1 12' Mq 1/4'/1' 1/2'Il 3/8' 1 V 4' TOPSOIL & SEED I 4' WIDE CONCRETE WALK - (SEE DETAIL) 6' PROCESSED TRAPROCK BASE (COMPACTED) MEET GRADATION M05,01-1 6MIN. BANK RUN GRAVEL SUBBASE - OVER PREPARED STABLE SUBGRADE (COMPACTED) MEET GRADATION OF M2,06 GRADING B ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED 5' I 4' I I 1' GRADE • 3/8, , 1' BIT, CURB l 11/2'11' 1/4'/1' I , .�Mq 3•• t �a 4' T❑PSOIL & SEED 1-1/2' BITUMINOUS CONCRETE CLASS 2 4 WIDE CONCRETE WALK SURFACE COURSE (COMPACTED) AND (SEE DETAIL) 1-1/2' BITUMINOUS CONCRETE CLASS 1 BINDER COURSE (COMPACTED) FOR LOCAL ROADS IF PAVING IS DONE AFTER OCT 15 OR BEFORE APRIL 15 2' OF BINDER COURSE SHALL BE PLACED, ACTUAL DEPTHS & MATERIALS SHOULD BE BASED ON A PAVEMENT DESIGN FOR EACH ROAD. DESIGN TO BE SUBMITTED TO AND APPROVED BY TOWN ENGINEER. BITUMINOUS CONCRETE LIP CURB SECTION NOT TO SCALE 81) R 1 1 /2" R2" 7.5" FINISH BIT. C❑NC, BIT. C❑NC, BINDER TYPE "K2" BIT1 CURB NOTES( 1, TACK COAT TO BE APPLIED PRI❑R TO CURB PLACEMENT AS REQUIRED BY TOWN, C❑ATING TO BE APPLIED PER M 04,01,1d4, FORM 814 A PERMANEN T PA VEMEN T PA TCH - AInT Tn Cr%AI C' I V V I I V Jli/1LL PAVEMENT A :A 12' 12' MIN, TRENCH MIN, WIDTH VARIES SEE TYPICAL TRENCH SECTI❑N SECTION 4' TOPSOIL & SEED MEET TOP OF CURB, OR EDGE OF PAVEMENT IF NO CURB EXIST: BIT• CURB L- 4' TOPSOIL & SEED VARIES 4' 1' it 6, I AR1�1 34 MAX, RESIDENTIAL ' TOPSOIL & SEED MATCH EXSISTING GROUND 8' PROCESSED OR BANK RUN GRAVEL MEET GRADATION OF M2.06 GRADING B OR M5,0111, _ 5' CONC. SIDEWALK (8' CONC. AT DRIVES WITH 6'X6'XIC/10 WIREMESH) VEGETA TI VE COVER SCHEDULE - BASE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH 4" MINIMUM OF TOPSOIL*. SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. * EXCEPT AS OTHERWISE NOTED PERMANENT VEGETATIVE COVER: SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 LAWN AREAS: USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1-3 LBS./1000 S.F. AW-CUT AND SEAL J❑INT WITH TACK COAT M 04101 I 1' OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOUS -CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMINOUS CONCRETE BINDER COURSE (❑R MATCH EXISTING, IF GREATER) M 04 6' <C❑MPACTED) PROCESSED TRAPROCK BASE,- M 05,01. 6' (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE (TRENCH BACK FILL) M.02- GRADE, B (❑R PROCESSED TRAPROCK) NOTES 1, ALL SAW CUT AND SEALED J❑INTS TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTERLINE OF THE PIPE, 2, ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED CONCRETE SIDEWALK HANDICAP RAMP DETAIL NOT TO SCALE SIDEWALK ANSION J❑INT AT BACK OF CURB AND AT SIDEWALK LINE. LOPE NOT TO EXCEED 1112 I GRASS RAM N GRASS _ I 3' MIN. BITUMINOUS CURB LINE 3'-4' MAX CONCRETE CURBING B4O,W T.O.C. - \__BITUMIN❑US CURB TYP. FINISHED PAVEMENT LEVEL (BOTH SIDES) SURFACE SHALL BE TEXTURED AND NON -SLIP, NOTEI DRAINAGE DESIGN IN THE VICINITY OF RAMPS ALL MATERIALS ARE TO MEET CONN, D,O,T, SHALL BE AN INTEGRAL PART OF THE RAMP DESIGN. NO DRAINAGE STRUCTURE SHALL BE SPECIFICATIONS FORM 814A AS AMENDED PLACED WITHIN THE LIMITS OF THE RAMP, SLOPES: USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: CREEPING RED FESCUE 46.6% REDTOP 4.8% TALL FESCUE 47.6% APPLY 1.1 LBS./1000 S.F. OR NE US WILDFLOWER SEED MIXTURE 50.0% CHEWING FESCUE 25.0% SHEEP FESCUE 25.0% APPLY AT 6 LBS./ACRE DETENTION BASIN: BO I I OM ^vF THE BASIIV SHALL BE 12 IIVI"iHES OF TOPSOIL MIXED YYI I H 3V (BY VOLUME) LEAF COMPOST. SEED WITH NEW ENGLAND WETMIX* AT A RATE OF 1 LB./2500 SQ.FT. *THIS IS AVAILABLE AT NEW ENGLAND WETLAND PLANTS, INC. OF AMHERST, MA. TEMPORARY VEGETATIVE COVER: SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN ENGINEER - ANNUAL RYEGRASS 100% APPLY 1 LB./1000 S.F. IF FINAL GRADING IS FINISHED TOO LATE IN THE SEASON FOR ESTABLISHMENT OF VEGETATIVE COVER, AREAS DISTURBED TO BE ROUGH GRADED, COVERED WITH HAY MULCH, THEN EROSION CONTROL FABRIC OR BLANKET TO BE PLACED ON TOP OF THE HAY. EROSION CONTROL FABRIC OR BLANKET TO BE PLACED PER MANUFACTURER'S SPECIFICATIONS. CONSTRUCTION ENTRANCE PAD - NOT TO SCALE S T R E E T PLAN 4" MINIMUM CONN. DOT 2" STONE 000 0�0 0� 000 opo FILTER FABRIC WIDTH AS SPECIFIED ON PLAN NOTES: SECTION 1. The purpose of a stabilized construction entrance is to reduce the tracking or flowage or sediment onto existing pavement. 2. Before construction entrance installation, the area of the entrance should be cleared of all vegetation, roots and other undesirable material. 3. The entrance should be maintained in a condition which will prevent tracking or flowing of sediment onto existing pavement. This will require periodic top dressing with additional stone or additional length as conditions require. FILTER FABRIC EN VEL OPE- NOT TO SCALE 111#11 i 1iff- CATCH BASIN 'C' TYPE CATCH BASIN TCH BASI 'CL' TYPE CATCH BASIN 1. THE SUBJECT 9.44 ACRE PARCEL IS LOCATED ON THE WEST SIDE OF NEVERS ROAD, GENERAL NOTES IN SOUTH WINDSOR, CONNECTICUT. THE PARCEL IS ALSO SOUTH OF HERMAN WAY AND 1. THE TOWN ENGINEER SHALL BE NOTIFIED PRIOR TO ANY CONSTRUCTION. JOSEPH LANE. THE PARCEL IS (MOSTLY WOODED, WITH NO WETLAND SOILS. THE PROPERTY 2. LAND DISTURBANCE TO BE KEPT TO A MINIMUM. RESTABILIZATION WILL IS ZONED "A-20". BE RESCHEDULED AS SOON AS PRACTICAL. 3. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE 2. THE PARCEL WILL BE DEVELOPED AS A CONVENTIONAL "A-20" 12-LOT SINGLE FAMILY nnNgInFRFn AS MINIM11M RFOIIIRFMFNTS_ THE TnWN RFSF•RVF.q RESIDENTIAL SUBDIVISION. THE TWELVE (12) LOTS WILL BE SERVED BY THE PROPOSED THE RIGHT TO AMEND THE EROSION AND SEDIMENTATION CONTROL EXTENSION OF JOSEPH LANE. PLANS AS FIELD CONDITIONS MAY WARRANT. EACH OF THE TWELVE (12) LOTS WILL BE SERVED BY PUBLIC WATER AND SANITARY SEWER. 4. FABRIC SEDIMENTATION BARRIER TO BE FIBRETEX 150 GRADE, AS MANUFACTURED BY CROWN ZELLERBACK, OR APPROVED EQUAL. 3. THE SUBDIVISION WILL BE DEVELOPED IN ONE (1) PHASE. 5. SEDIMENT REMOVED FROM CONTROL STRUCTURES WILL BE DISPOSED OF 4. THE ANTICIPATED START OF CONSTRUCTION IS PLANNED FOR THE SPRING OF 2004. IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN. FIIN'AL C01V"PLETION OF THE EN'rIRE SUBDIVISION WILL BE IN APPROXIIMATELY ONE YEAR. 6. SILT FEINICE SHALL BE REIV"OVED AINID DISPOSED OF OFF -SITE AFTER ALL CONTRIBUTING DISTURBED AREAS ARE SEEDED AND STABILIZED. SEQUENCE OF CONSTRUCTION A. INSTALL CONSTRUCTION ENTRANCE. B. INSTALL FILTER FENCE ALONG AREAS SHOWN ON PLAN. NARRATIVE FOR INDIVIDUAL HOUSE CONS77?UC77ON C. CREATE DETENTION BASIN. (IN ADDITION, THIS NARRATIVE SHALL ALSO BE USED FOR THE INDIVIDUAL HOUSE CONSTRUCTION OF THE PHASE 2 LOTS) NARRA7VE FOR DE7FN77ON BASIN: A. INSTALL CONSTRUCTION ENTRANCE. - CLEAR CUTTING, STUMPING AND REMOVAL OF UNSUITABLE MATERIAL B. INSTALL FILTER FENCE ALONG AREAS SHOWN ON PLAN. OFF-SI I E. C. CLEAR AND STUMP LOT IN AREA OF PROPOSED HOUSE AND DRIVEWAY. - STRIP AND STOCKPILE TOPSOIL. D. STRIP AND STOCKPILE TOPSOIL. PLACE TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MATERIAL. PLACE TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MATERIAL. MIRAFI FABRIC FENCE IS TO BE PLACED AROUND PILES AND/OR TEMPORARY MIRAFI FABRIC FENCE IS TO BE PLACED AROUND PILES AND/OR TEMPORARY VEGETATION IF PILES ARE TO REMAIN IN PLACE FOR AN EXTENDED PERIOD VEGETATION IF PILES ARE TO REMAIN IN PLACE FOR AN EXTENDED PERIOD OF TIME. - EXCAVATE, GRADE AND SEED DETENTION BASIN. E. EXCAVATE FOR FOUNDATION. GRADE AND PREPARE DRIVEWAY BASE. STOCKPILE EXCESS MATERIAL. DETENTION BASIN SHALL BE USED AS A TEMPORARY SILTATION BASIN F C.nNRTRIIC.T Hn11RF ANn nRIVFWAY INCTAI I ACCnrIATFn IITll ITIFC DURING CONSTRUCTION. INSTALL A TEMPORARY OUTLET PIPE. TEMPORARY SILTATION BASIN SHALL REMAIN IN PROPER WORKING ORDER UNTIL ALL G. FINE GRADE LOT. REMOVE EXCESS MATERIAL. CONTRIBUTING AREAS HAVE BEEN STABILIZED. H. LOAM AND SEED FOR PERMANENT COVER. DETENTION BASIN SHALL BE STABILIZED AND VEGETATION ESTABLISHED PRIOR TO I. THE DEVELOPER OF THE LOT AND/OR THE LOT OWNER SHALL BE RESPONSIBLE FOR THE STARTING CONSTRUCTION. INSTALLATION/MAINTENANCE/REPAIR/REPLACEMENT OF ALL EROSION CONTROL MEASURES. ONCE TEMPORARY SILTATION BASIN IS NO LONGER NEEDED, REMOVE ACCUMULATED SILT AND SEDIMENT AND TEMPORARY OUTLET PIPE. INSTALL PERMANENT DETENTION BASIN OUTLET. D. CLEAR CUTTING, STUMPING AND REMOVAL OF UNSUITABLE MATERIAL OFF -SITE. E. INSPECTION OF FILTER FENCES AND/OR MAINTENANCE TO INSURE PROPER WORKING CONDITION. F. STRIP AND STOCKPILE TOPSOIL. PLACE TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MATERIAL. MIRAFI FABRIC FENCE IS TO BE PLACED AROUND PILES AND/OR TEMPORARY VEGETATION IF PILES ARE TO REMAIN IN PLACE FOR AN EXTENDED PERIOD OF TIME. G. BOX OUT ROADWAY. H. INSTALL STORM DRAINAGE. PLACE MIRAFI FABRIC AROUND CATCH BASIN TOPS. 1. INSTALL SANITARY SEWER, WATER AND OTHER UTILITIES. J. INSTALL ROAD SUBBASE AND BASE MATERIAL. K. PAVE ROAD. L. LOAM AND SEED SIDE SLOPES CIF ROAD. M. CONSTRUCT HOMES. N. MIRAFI FABRIC FENCE IS TO REMAIN IN WORKING ORDER UNTIL ALL VEGETATIVE COVER HAS BEEN ESTABLISHED. IT IS TO BE INSPECTED AND MAINTAINED AS NECESSARY THROUGHOUT CONSTRUCTION. 0. BEFORE REMOVAL OF ANY SILT FENCE, EXISTING SILT IS TO BE REMOVED. ALL DISTURBED AREA'S ARE TO BE LOAMED AND SEEDED TO ESTABLISH PERMANENT COVER. P. THE CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE/REPAIR/ REPLACEMENT OF ALL EROSION CONTROL MEASURES UNTIL ALL CONTRIBUTING SURFACES HAVE 13EEN STABILIZED. ACCUMULATED SEDIMENT SHALL BE REMOVED AS NECESSARY. DOUBLE THICKNESS FILTER FABRIC ENVELOPE CILTC D CADPIC HELD IN TRENCH WITH BACKFILL CINDER BLOCK DOUBLE THICKNESS FII TFP CARPI(: FAI\1EI nPF FINISHED DETAIL OF TEMPORARY SILTATION BASIN OUTLET NOT TO SCALE 24" DIA. SOLID N12 PIPE WITH 1 1/2" DIA. HOLES DRILLED INTO INDENTS OF PIPE TO BE WRAPPED WITH 2 LAYERS OF MIRAFI FABRIC SECURED WITH A LAYER OF HARDWARE CLOTH OR SIMILAR WIRE MESH TEMPORARY SILTATION BASIN 24" DIA. TO 18" DIA. REDUCING TEE WITH ADDED 18" DIA. TO 15" DIA. REDUCER BERM RIP -RAP END OF TEE 15" DIA. Hi-Q PIPE WITH 10"0 OPENING FIL CR rABRIC rElV UF- NOT TO SCALE PLAN SECTION 7.7' 0. C. - A'-R" TAI I wnnnFNl cTAV - - FILTER FABRIC NAIL OR STAPLE TO STAKE IF NOT PRE -ASSEMBLED -DIG TRENCH 6" MIN. DEEP, LAY IN FABRIC & BACKFILL FLOW PLUNGE POOL DETAIL NOT TO SCALE A �( C 0 /-� 90o 0 -I o A o °p0 ° ( C, 0p0 A -- 0 o a 10 p0 (U o00 op V0 PLAN 15" INTERMEDIATE RIP RAP SANK GRAVEL ON -TER PABRIO SEGTION R-A PIPE A B C D E F G H WT, TONS 1n/ 1C .n/ lU 7/ / . 1 ,n, 1-1/ C 1, 1 1, 1 . . ,a, IF-1/ C 1-1/ 2' 5 6 15' 10, 7' 1-1/2, it 1' 4-1/2' 1-1/2' 3' 6 18' 12, 8' 2' 1' 1' 5' 2' 4' 8 21' 15' 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 'q6' ?4' 16' q-1 /P' P' P' q-1 /P'-1 /?' 7' 33 ELIP. 17' 10' 2-1/2' 1-1/2' V 8' 2-1/2' 5-1/2' 15 APPLICANT & CONTACT PERSON MANNARINO BUILDERS, INC. CIO FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNECTI('UT TEL. ,# (860) 289-7055 FAX # (860) 289-7121 P: M03101 D: M03101WS FOLDER: MANNARINO FILE: MANNARINO NOTES-:�IJ13 NEVERS ROAD d SANITARY SEWER MANHOLE DETAIL NOT TO SCALE SEE CAST IRON MANHOLE ADJUST TO GRADE WITH COURSES FRAME &COVER DETAIL OF CONC. BRICK OR CONC. GRADING RINGS (SEE NOTE 1) o VARIES 6' TO 12' 4 // • ; . 4,-O„ ::•i MANHOLE STEP A' .4 " TYP, (SEE STANDARD DETAIL) . SEE J❑INT DETAIL (BELOW) 1',2',3', OR 4' RISER 4' SECTION AS REQUIRED `.• BITUMASTIC --DAMP FOR DETAILS, SEE •,, PROOFING ELASTOMERIC COUPLING 4'-0' MIN, ''• 4'-10" MIN, AND FLEXIBLE �TO JOINT • : TO JOINT MANHOLE SLEEVE l�ELD 3/4 PIPE FLOW CLASS 'A' CONCRETE OR BRICK MASONRY -W SELF-CLEANING INVERT 6" <i'• ''a .a' _ INVER4 CLASS 'A' CONCRETE ` A. • :' .:: j ;:`� .. .. ; 8 �Nw• V . 6" MIN 2 DEGREES MAX. ROUND RUBBER GASKET JOINT SPIGOT & BELL REINF, GASKET J❑INT COLD APPLIED BITUMINOUS SEALER ALTERNATE J❑INT -3/4' BROKEN TRAPROCK ELEVATI IN NOTES: 1. TOP STEP TO BE A MAXIMUM OF 12" BELOW TOP OF MANHOLE FRAME & COVER ELEVATI❑N, 2, IF TOTAL DEPTH IS TEN FEET OR GREATER, CERTIFICATION OF HS-20 LOAD BEARING CAPACITY SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL PRI❑R TO INSTALLATION, 3, SEE MISCELLANE❑US MANHOLE DETAILS SHEET, CAST IRON MANHOLE FRAME AND COVER NOT TO SCALE 8- 1 1/2" DIA. BONDING HOLES R 2- 1 1/2" HANDLING HO 8 4" 1 SECTION B-B CAST IRON FRAME NOTES: 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 OR FIT, WITHOUT ANY TENDENCY FOR THE COVER TO ROCK OR RATTLE. 2. SANITARY SEWER MANHOLES SHALL BE EQUIPPED WITH VENT HOLE IN CENTER. P Mls-(;LLLANL UUS- MANHULL VL I AILS' NOT TO SCALE TAKE- CLi Oo O ElQ OO STALLE TERNATE ❑ O ❑ ❑ ❑ ❑ O ❑ El o�A�o El SECTION A -A CAST IRON COVER SANI TAR Y TRENCH DETAIL NOT TO SCALE LAWN/ CRO55-COUNTRY STREET/ PAVED AREAS 4" MIN. TOPSOIL 4 50D OR �- SEE PAVEMENT SECTION (SHEET 8) SEED 12'1 f 0: 0! EWC C C. VAN- - � �wm 12" O.D. 12" MIN PIPE MIN 6" APPROVED GRANULAR NON-ORGANIG BAGKFILL MATERIAL PLACED 4 - COMPACTED IN ONE FOOT (19 (MAX) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, 12" MIN., 24" MAX ABOVE TOP OF PIPE SAND BLANKET PIPE 5/4" BROKEN TRAPROCK 14" ELASTOMERIC MANHOLE COUPLING J_�8» 1-3 8" n 114" 8-114" --- _? SECTI❑NA-A 1/2' GRADE 60 STEEL REINFORCEMENT•--rI PLASTIC OR FIBERGLASS MANHOLE STEP INSIDE FACE OF MANHOLE - •..i .:i; " FLEXIBLE SLEEVE <• III PIPE •� STAINLESS STEEL STRAP FLEXIBLE MANHOLE SLEEt/E MANHOLE PIPE CONNECTIONS FLARED END SECTION NOT TO SCALE AS MANUFACTURED BY ADS ADVANCE DRAINAGE SYSTEMS, INC. OR APPROVED EQUAL PE THREADED ROD ,--W/WING NUTS (SEE NOTE) RIP -RAP PLUNGE POOL +++++++++++ +++++++++++ + + + + + + + + + + + + ++++++++++++ TOP VIEW 18" RIGHT SIDE VIEW FRONT VIEW l / C U 1.,f1 / Url 0/i J// V - NOTE- GALVANIZED FRAMES AND GRATES SHALL BE USED ON NOT TO SCALE ALL CATCH BASINS COMPACTED PROCESSED ::5 AGGREGATE BASE o :2 2 PART N-0 SIZE A B (MAX) H L W 1210-NP 12" 6.5" 10" 6.5" 25" 29" 300 mm 165 mm 254 mm 165 mm 635 mm 735 mm 1210-NP 15" 6.5" 10" 6.5" 25" 29" 375 mm 165 mm 254 mm 165 mm 635 mm 735 mm 1810-NP 18" 7.5" 15" 6.5" 32" 35" 450 mm 190 mm 380 mm 165 mm 812 mm 890 mm 2410-NP 24" 7.5" 18" 6.5" 36" 45" 600 mm 190 mm 450 mm 165 mm 900 mm 1140 mm 3012-NP 30" 10.5" N/A 7.0" 53" 68" 750 mm 266 min 1 178 min 11345 min 11725 mm 3612-NP 36" 10.5" N/A 7.0" 1 53" 11345 1 68" 900 mm 266 min 178 min mm 1725 min NOTE: PE THREADED ROD W/WING NUTS PROVIDED FOR END SECTIONS 12"-24". 30" & 36" END SECTIONS TO BE WELDED TO PIPE PER MANUFACTURER'S RECOMMENDATIONS. NOTE. ALL DIMENSIONS ARE NOMINAL. SANITARY SANITARY CLEANOU T NOT TO SCALEFINISHED GRADE 6" TO 12" BELLOW GRADE ND KEN TRAPROCK UNDER BEND FRONT ELEVATION 2-#4X4'-0 TOP OF FRAM 3T CONCRETE UNIT T FRAME ELEVATION CONC. BLOCKS OR 5, 6" TO 12" ALL JOINTS TO BE 'OINTED FLUSH Sc FU LL 3T CONCRETE OR TE MASONRY UNITS ZED CONCRETE OR CAST SLUMP OR S EQUAL) 3500 PSI 6" OF 3/4" CRUSF STONE IYV ILJ. 1. MINIMUM COVER OVE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SIDE ELEVATION SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. YARD DRAIN DETAIL - NOT TO SCALE AS MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS, INC. OR APPROVED EQUAL TO BE USED FOR ALL YARD DRAINS, EXCEPT FOR YARD DRAIN #1, LOCATED ON LOT 13 18" Drain Basin 2818AG List ('lice S375 00' 10 Niulli number of inlets/ou0els ■ Oullet diameters available 4" fhru 15" ■ Variable elevatinn of Oullels p16" -1' I CAST - IRON GRATE rM •::rl.�rrM M11A NOT TO SCALE AS MANUFACTURED BY CROMWELL CONCRETE OR APPROVED EQUAL TO BE USED FOR ALL YARD DRAIN #1, LOCATED ON LOT 13 32rr 20"�;r1 I i� ADAP I LN 32" TO 42" X 24" IZ r. a 4 KO's l� �.06�� U.00 b )-4Z SUMP 21t� `/ 11 JI2 WATER TIGHT ADAPTOR PVC BODY COLLECTOR TOR DRAIN DETAIL NOT TO SCALE PROPOSED GRADE N uJ !X } z O 1)1z PAVEMENT SECTION OR LAN05GAPING (SEE PLAN) WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, 12" MIN., 24" MAX ABOVE TOP OF PIPE APPROVED BAGKFILL PLACED APID COMPACTED IN 12" LAYERS NO STONE LARGER THAN 6" (50 L135) COMPACTED 5AND FILL PLACED AND COMPACTED IN 611 LAYERS. MATERIAL 5HALL MEET D.O.T. 5A1 D M.08.01.21 5/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER �- MATERIAL SHALL MEET THE D.O.T. N1.01.01 FOR 3/4" STONE. (BAGKFILL TO GENTERLINE OF PIFE IF ADS NI2 IS USED) STORM DRAIN TRENCH NOT TO SCALE PROPOSED GRADE Q Ir z O Q z_ IDf21' AS ry NOTED 1211 12" MIN MIN lL ua ID V2'.' . '3' HNIMUM Z-7 - 1211 ID 1211 MIN E6MIN STORM MANHOLE DETAIL NOT TO SCALE PAVEMENT SECTION OR LAND5GAPING (SEE PLAN) WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, 1211 MIN., 24" MAX AE30VE TOP OF PIPE APPROVED BAGKFILL PLACED AND COMPACTED IN 12" LAYERS NO STONE LARGER THAN 6" (50 LI35) COMPAGTED SAND FILL PLACED AND COMPACTED IN 6" LAYERS. MATERIAL SHALL MEET D.O.T. SAND M.08.01.21 3/4" CRUSHED STONE BEDDING MA.TERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER MATERIAL SHALL MEET THE D.O.T. M.01.01 FOR 3/4" STONE. (BAGKFILL TO GENTERLINE OF PIPE IF HI-0 OR ADS NI2 IS USED) FOR CLASS V RCP, BACKFILL TO SPRINC LINE OF PIPE WITH 3/4" STONE AND INCREASE DEPTH OF 3/4" STONE UNDER PIPE FRCIM 6" TO 24" SOUTH WINDSOR STANDARD FRAME AND COVER (NOT WATERTIGHT) ADJUST FRAME TO FIN. WITH CONC. BRICK /-FINISHED GRADE (6" TO 12" MAX.) STANDARD STEPS (SEE MISCELLANE❑US -I--, MANHOLE DETAIL) ALL J❑INTS TO BE POINTED FLUSH AND FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNIT �u CONCRETE OR R CK B I INVERT, 61 1 • ;, 6" OF CRUSHED STONE cq 6'-4" DIA, NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. APPLICANT & CONTACT PERSON MANNARINO BUILDERS, INC. CIO FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT TEL. # (860) 289- 7055 FAX # (860) 289- 7121 m` e'eee1 or CON�j ��•®s \A. ALFo,% gZks C I. No. 9344 0 •*-#,'S10NAL err► sees 0r1e9oY!!Ar",s O°ee 00 CONIV,j''�s `o ' 3 a?0 C No. 9344 -4 I. ; see e•W" era W14 O r' sees TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL CA _ I I i i CML ENGINEERS INNDSOR, CONNECTX= • WILSON M. ALFORD,JR.,P.E.& L.S DATE: JANUARY 30, 2004 SCALE: 1 IN. _ - FT. H U U w z z 0 U o% V) W �z � Qw/-•� O W H w � 0 O LI_ H I i QIL Q 0 ry Lu j I --I w Z 00 00 0 z z �•� W Z a w O Sheet 10 P: M03101 D: M03101WS FOLDER: MANNARINO FILE: MANNARINO i SS: NOTES-1;IJ0 NE./FRS ROAD DETENTION BASIN OUTLET NOT TO SCALE NOTE- FRAME AND GRATE SHALL BE GALVANIZED Type "C-L" top and 0'-6 5/16'- -4'-6 3/8' -0'-8 13/16' 13/16' STANDARD PRECAST CONCRETE UNIT----------7 ORIFICE OUTLET PIPE MODIFIED RIP RAP PADS Class "A" Concrete FRONT SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS y 1/2' SMOOTH STEEL BARS 4'X8' OPENINGS SPOT WELD @ EACH JOINT TOP 28, Type "C-L" Top with Type "A" grate 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. 5. WHERE MASONARY CONCRETE UNITS ARE !lSED CORBELLING W LL BE ITTED PERM. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" S. 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. EMERGENCY SPILL WAY DETAIL NOT TO SCALE LOCA77ON, WIDTH AND LENGTH OF EMERGENCY SPILLWAY IS SHOWN ON THE PLAN TOP OF BERM 3 1 SPILLWAY 4" OF TOPSOIL TO BE SEEDED IMPERVIOUS MATERIAL 12" MODIFIED RIP -RAP CONCRETE CUL VER T END NOT TO SCALE DIMENSIONS DIA. A B C D E F R-1 R-2 12' 4' 2'-0' 6'-0 3/8 6'-0 3/8 2'-0' 1'-7 15/16' 1'-0 1/4' 9' 15' 6' 2'-3' 3'-10' 6'-1' 2'-6' 2'-0 5/16' 1'-0 1/2' 11' 18' 9' 2'-3' 3'-10' 6'-1' 3'-0' 2'-5' i'-31/2' 1'-0' 24' 9 1/2' 3'-7 1/2' 2'-6' 6'-1 1/2' 4'-0' 2'-9 3/16'1'-4 13/16 1'-2' 30' 1'-0' 4'-6' 1'-7 3/4' 6`-1 Y X X R- R-2 R11' -6' f Y PLAN SECTI❑N Y-Y D c B eM84AI 7 kMfN 1' E IA. L' + O 4 kz A rI N. POURED CONCRETE CUTOFF WALL ANCHORED TO CULVERT OR PRE CAST SLABEND, I ' END VIEW SECTION X-X NOTES: JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIGOT AS REQUIRED TO CONFORM T❑ PIPE. WALL THICKNESS SHALL CONFORM T❑ PIPE THICKNESS. STRUCTURE SHALL BE PLACED ON EXISTING SUITABLE COMPACTED MATERIAL ❑R 12" GRAVEL BASE, 3/44j ' 5 DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE THIN 1 /3 BRANCHES & FOUAGE AS DIRECTED, REGAIN NORMAL SHAPE OF TREE, NEVER CUT A LEADER. PAINT ALL CUTS OVER 1 INCH WITH ASPHALTIC TREE PAINT. NOTE: WRAP TREE WITH APPROVED WRAPPING MATERIAL TO HEIGHT OF SECOND LOWER BRANCH. CLEANLY PRUNE ALL DAMAGED BRANCHES. TREE SHALL HAVE STRAIGHT TRUNK & BE PLUMB AFTER SETTLEMENT. 7' MINIMUM CLEARANCE TO LOWEST BRANCH. BLACK RUBBER HOSE FRICTION GUARD #12 NEW GALVANIZED, ANNEALED GUY WIRE PER TREE 3" CAL. 8c OVER. SECURE BOTH ENDS WITH MALLEABLE CABLE CLAMPS. 3" BARK MULCH MIN. TREE SHALL BEAR SAME RELATION TO FINISH GRADE AS TO PKEVIOUS EXISTING GRADE. — 2"x2"x6' CEDAR STAKE (3) PER TREE 3" HIGH EARTH SAUCER FINISH GRADE - SEE PLANS FOR MATERIALS ROLL BACK BURLAP 1 /3 PRIOR BACKFILLING: IF SYNTHETIC MATERIAL, REMOVE COMPLETELY PLANTING MEDIUM COMPACTED LOAM COMPACTED SUBGRADE TREE PROTECTION DETAIL NOT TO SCALE - 41. C4. 4, O,O O O O 4 O 4. $ 4 `4 O O �►p4 Q404 44. O i O tot' LAW 4 4, 46 [1 4 ORANGE CONSTRUCTION FENC7"-,,",, LIMITS OF GL ING MG GKN9ING,'A,O�OOI�G ONTMI� atOU' OP 9'1 M OR 1mr., %C M." ' MIN. 5' SHRUB PLANTING DETAIL NOT TO SCALE DRIP LINE OF PLANT EDGE OF SEED/SOD '•ra�;r 4" MIN. SAUCER FINISHED GRADE 3" BARK MULCH REMOVE BURLAP FROM TOP HALF OF ROOTBALL. IF SYNTHETIC MATERIAL, REMOVE COMPLETELY. SOIL MIX - SEE SPECS. DETAIL OF ACCESS ROADWAY NOT TO SCALE 10' WIDE 4" TOPSOIL N07F FILTER FABRIC SHALL BE 8" GRAVEL NONWOVEN CLASS 2, KgTN PERMITTIVITY OF 0.5 TO 0.1 :::::::._.•:...•:.•:::::::...::::.::::::::::::.:::.:. SEC-1 AND AOS OF 0.43 mm STABLE PREPARED SUB -BASE �FIL7ER FABRIC TO 0.22 mm AND SHALL MEET AASHTO M288-96 (SEE NO7E) Ty'PE "C" CATCH BASIN DOUBLE GRATE TYPE II NOT TO SCALE 2„ Y 7 U .3/5 Z 7 U 3/tf i t 12" SEE DE 5' 10 AIL "A" J14" F/m/1z 4" I 4„ Z N &" 6'-6 1/2,. I8, 7'-10 112" FRONT ELEVATIOP S4X9.5 3'- NOTE: USE C-L GRATE FOR A TYPE C-L DOUBLE GRAT E BASIN. 2'" 1_3„ "16 2 - 5/8" HOLES FOR /' s s//s" o #4 BARS 7' - 4" LONG 2- #4 BARS PVC CROSS-S TOP OF FRAME APPLIES 3' -10" LONG ; ... - #3 STIRRUPS © 9" I--- CAST CONCRETE UNIT 3 - #4X4' - 0" LONG __PRE ADJUST FRAME ELEVATION WITH o CONC. BLOCKS OR 12 L ti BRICKS, 6" TO 12" ALL JOINTS TO BE o 4" STEEL I -BEAM POI.NTFD FI USH & FUI I 1 W 2' ll3/8" 10" Is/Is" S4X9.5 3•-6•• LONG Q 8" (MASONRY PRE CAST CONCRETE OR UNITS) �ONCRETE MASONRY UNITS PRE CAST SUMP OR SLAB (OR EQUAL) 3500 PSI 6" OF 3/4" CRUSHED STONE 3' I,81, DETAIL "A" 4' 4" SIDE ELEVATION NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. TYP.)X 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETEE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. APPLICANT & CONTACT PEESON MANNARINO BUILDERS, INC. CIO FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNECTIt;UT TEL. # (860) 289- 7055 FAX # (860) 289-7121 ICONN''s : A . J • ;3�: No. 9344 , •��i�SSIONAL A0�' ��•"'A" L" ®OOP. ,•• M' FO y: yob 4a �o i v ' .* No. 9344 4 ••��b� • S U TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 1 i �TT'Ti C ML ENGINEERS WNDSOR, OONNECTX>Jr • WILSON M. ALFORD,JR.,P.E.8 L.S. DATE: JANUARY 30, 2004 SCALE: 1 IN. _ - FT H U 1- U w z z O U O N W O W p L- Q w Q n- m ^ Q w o O � Ld j n H w z �I -H 00 In z z Q w z Q .J 0- w V) O Sheet ll P: M03101 D: M03101WS FOLDER: MANNARINO FILE: MANNARINO SS: PIO-'!-S-SUD I',� 'F.RS I