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HomeMy WebLinkAbout01-45P&02-06P_STONE CROSSING OPEN SPACE SUBDIVISION-RR ZONE_AVERY STREET'EDC1 APPLICANT & CONTACT PERSON MANNARINO BUILDERS, INC. C/O FRANIC MANNARINO 1169 ELLINGTON ROAD SOUiTl WNDSOR, CONNECTICUT 7EL. # (860) 289--7055 FAX # (860) 2897121 GRAPHIC SCALE 201 0 100 200 400 800 ( IN FEET ) 1 inch = 200 ft. SHEET INDEX SHEET NUMBER SHEET TITLE INCLUDES: 1 KEY MAP lA APPROVAL LETTERS 2 100 SCALE KEY MAP 3 SUBDIVISION PLAN LOTS 1, 2, 3 AND 4 OPEN SPACE "1" 4 - - SUBDIVISION PLAN LOTS 5, 6, 7 AND 8 POR771ON OF OPEN SPACE 2" 5 SUBDIVISION PLAN SHOWS POSSIBLE PROPOSAL FOR PHASE 2 LOTS PORTION OF OPEN SPACE 72" 6 SUBDIVISION PLAN SHO11S POSSIBLE PROPOSAL FOR PHASE 2 LOTS PORTION OF OPEN SPACE 72" 7, 8 & 9 NOTES AND DETAILS 10 NOTES AND DETAILS LEGEND 10A SANITARY SEWER FORCE MAIN N07ES AND DETAILS 11 TOPOGRAPHIC MAP AND COIVSERVA77ON PLAN LOTS 1, 2, 3 AND 4 OPEN SPACE "I" 12 TOPOGRAPHIC MAP AND CONSERVA77ON PLAN LOTS 5, 6, 7 AND 8 POR77ON OF OPEN SPACE 72" 13 TOPOGRAPHIC MAP AND CONSERVAT70N PLAN SHOWS PROPOSED HOMES AND GRADING FOR PHASE 2 LOTS SHOW.°> PROPOSED HOMES AND GRADING FOR 14 TOPOGRAPHIC MAP AND CONSERVA770N PLAN PHASE" 2 LOTS DE7FN77ON BASIN FOR ROADWAY AND LOTS IN PHASE 2 0 MVERS OF PROPER 77CS L OCA 7ED 1N SOU 771 111INDSOR NOTE- ALL ADDRESSES REFER TO THE TOWN OF SOU774 WINDSOR, UNLESS OTHERWISE NOTED. PARCEL 10EN7I17CA770N: QWNER: MAILING ADDRESS, 93-2 SOPHIE MUZIKEUIK 1010 AVERY STREET 93-4 KENT A. & ALICE J. CARLSON 970 AVERY STREET 93-8 JOHN R. & RHONDA D. WILSON 926 AVERY STREET 93-9 RANDY M. & PAMELA J. OLSON 904 AVERY STREET 93-15 JOANNE A. JAQUISH 897 AVERY STREET 93-16 JOSEPH G. & KAREN L. HENRY 903 AVERY STREET 93-17 WILLIAM 0. & MARY L. VIOLETTE 911 AVERY STREET 93-18 MATTHEW A. COL_E 925 AVERY STREET 93-19 MICHAEL R. LARIVIERE 935 AVERY STREET 93-- 20 TOWN OF SOUTH WINDSOR 949 AVERY STREET 93--22 CHRISTOPHER A. & LISA A. ROBBINS 181 KENT LANE PROPER7IES W177-IIN AVERY MEADOW" SUBDIVISION - 93-21-1 KEVIN & KAREN LEBOEUF 15 HITCHCOCK WAY 93-21-2 GARY D. & DANA K. SILVERMAN 21 HITCHCOCK WAY 93-21-3 GARY &. LESLIE P. PLACZEK 27 HITCHCOCK WAY 93-21-4 DARLENE R. & LAWRENCE A. JOHNSON 1 SEDGEWICK CIRCLE 93-21-5 JOSEPH B. PRISCILLIA M. ROSENBERG 5 SEDGEWICK CIRCLE 93-21-6 PATRICIA G. CROSS 7 SEDGEWICK CIRCLE 93-21-7 WILLIAM J. SNYDER, JR. 10 SEDGEWICK CIRCLE PROPERTIES 111THIN "CU7LER RIDGE 11" SUBDIVISION - 80-7 MANNARINO BUILDERS, INC. 1169 ELLINGTON ROAD 80-142 JERRY W. COOPER & JOYCE CARRAWAY 64 CORNERSTONE DRIVE 80-143 RAYMOND J. & PAMELA C. MARRA 72 CORNERSTONE DRIVE 80-144 MANNARINO BUILDERS, INC. 1169 ELLINGTON ROAD 80-14.5 ERIC L. & JUDY W. THOMPSON 88 CORNERSTONE DRIVE 80-146 MANNARINO BUILDERS, INC. 1169 ELLINGTON ROAD 80-160 RAJAN S. & SAROJ R. VACI-IHANI 159 GARNETT LANE 80-161 JOYCE B. KURKER 101 CORNERSTONE DRIVE 80-162 MANNARINO BUILDERS, INC. 1169 ELLINGTON ROAD 80-163 MANNARINO BUILDERS, INC. 1169 ELLINGTON ROAD 93-7 MANNARINO BUILDERS, INC. 1169 ELLINGTON ROAD 93-77 MANNARINO BUILDERS, INC. 1169 ELLINGTON ROAD 93-78 LINN K. & DENISE M. RICHARDSON 48 CORNERSTONE DRIVE 93-79 MONIQUE C. & DAMIEN P. PAQUET 56 CORNERSTONE DRIVE 93-80 KIMBERLY A. HARMON 81 CORNERSTONE DRIVE 93-81 MARY E. SANTANGELO 73 CORNERSTONE DRIVE 93-82 ROBERT A. & SHARON B. KEHMNA 67 CORNERSTON DRIVE 93-83 CARL A. CASTAHNO 63 CORNERSTONE DRIVE 93-84 CARL A. CASTAHNO 25 JUDY LANE 93-85 MANNARINO BUILDERS, INC. 1169 ELLINGTON ROAD 93-86 MANNARINO BUILDERS, INC. 1169 ELLINGTON ROAD PROPERTIES RITHIN "CHASE ORCHARDS" SUBDIVISION - 93-25-1 HONG LAN & SAC XUAN TRAN 62 TALCOTT RIDGE ROAD 93-26-2 CHERYL LARGE 68 TALCOTT RIDGE ROAD 93-27-3 DAVID VIAR 74 TALCOTT RIDGE ROAD 93-28-4 ERIN D. & MARY E. COLE 80 TALCOTT RIDGE ROAD 93-29-5 ADEBOLA H. & SAUNDRA A. 0 UNNI 86 TALCOTT RIDGE ROAD 93-30-6 SARA D. & DAVID G. ROT 97 TALCOTT RIDGE ROAD 93-31-7 SANDRA G. & DAVID P. DAIGLE 98 TALCOTT RIDGE ROAD 93-32-8 JUDY S. ITZKOWITZ 106 TALCOTT RIDGE ROAD 93-33-9 SCOTT A. & LAURA M. SNYDER 114 TALCOTT RIDGE ROAD 93-34-10 DAYAN & ZOU QIONG KIAU 120 TALCOTT RIDGE ROAD 93-35-11 JAMES A. & THERESA L. CASTELLONE 14 SWEET MEADOW DRIVE 93-36-12 EDWARD J. LUSSEN 15 SWEET MEADOW DRIVE 93-37-13 RICHARD F. & KATHLEEN L. ATKINSON 130 TALCOTT RIDGE ROAD 93-42-14 HENRY EDWARD WALKER, JR. 136 TALCOTT RIDGE ROAD 93-43-15 WIEPKJE H. BAARS 6 KINGSLEY DRIVE 93-4-4-16 STEVEN M. & SUSAN C. ASHBACHGR 14 KINGSLEY DRIVE 93-45-17 CHARLES J. POPPE 20 KINGSLEY DRIVE 93-46-18 DAVID L. & KATHLEEN S. GUAY 28 KINGSLEY DRIVE 93-47-19 DEBORAH K. DOUGLAS 31 KINGSLEY DRIVE 93-48-20 VIVIAN M. & FERN E. CYTRYN 19 KINGSLEY DRIVE 93-49-21 MARK D. & LYNN H. EDSON 11 KINGSLEY DRIVE 93-50-22 JOHN J. VALENTE 3 KINGSLEY DRIVE 93-75-38 IREWOLE R. ORISAMOLU 121 TALCOTT RIDGE ROAD 93-38-39 WILLIAM 0. & BEVERLY C. SAUNDERS 107 TALCOTT RIDGE ROAD 93-39-40 LAWRENCE W. & ELYSE C. KACZMAREK 93 TALCOTT RIDGE ROAD 93-40-41 ANNE F. MAHONEY 87 TALCOTT RIDGE ROAD 93-71-48 BALBIR & KASHMIR RAI 167 TALCOTT RIDGE ROAD 93-72-49 DANIEL L. & CARMELA M. ROSS 155 TALCOTT RIDGE ROAD 93-73-50 STEPHAN J. & GLORIA KACZ 135 TALCOTT RIDGE ROAD 93-74-51 JOSEPH P. & DARLENE M. CROUCH 133 TALCOTT RIDGE ROAD O MVERS OF PROPER TIES L OCA 7L•-D 1N VERNON NOTE- ALL ADDRESSES REFER TO THE TOWV OF VERNON, UNLESS OTHERWSE NOTED. �Y:�, ACAUI r:� 15 TOPOGRAPHIC LAYOUT PLAN Scale: 1 In.=200 ft. 16 PLAN / PROFILE STONE CROSSING 17 PLAN / PROFILE S IIJEET MEADOW DRIVE 18 PLAN / PROFILE SWEET MEADOW DRIVE 19 LANDSCAPING PLAN - — STONE CROSSING 20 LANDSCAPING PLAN SWEET MEADOW DRIVE 21 PLAN / PROFILE OFF -SITE- SANITARY SEWER RE ; MAR Z U 2002 uuUTH WINDSOR PLANNING DEPT, 3-4-9 4-4-8A2 FAITH R. LYMAN GARDNER L. CHAPMAN P.O. BOX 3142 75 HOCKANUM BOULEVARD SOUTH WINDSOR PL;MOING DEPT. tr s.�y �' ...++..,,..�r.+rw..+.o.n!=ace.w�s�w..a+.+aw+�+....�•-.v..�,,,.,.,a: �.s..�+w.ssx•ua�!s=ar,..� DINi d':� FtK.{;Auq'E:FM�F:..�4X�`.,.�f1L R-..ri-.., . i � ' •'1 z z 0 s m z e O 3 o �' v � Lo Zi o U z } w X I I o N �' TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTIN ACCORDANCE WITH CLASS AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL Cn,17L 5AGNIEERS WILSON M. ALFORD,JR.,P.E.A L.S, DATE: OCTOBER 31, 2001 SCALE: 1 IN. = 2.00 FT. F� O 1z, N ~� 00 " O H cl— Q m ¢ w L LJ F— U F- U Lli Z z 0 U 0' O 0 0 V) P: N100149 D: M001 n?OA FOLDER; MANNARINO FILE, MANNARINO-•10"L017.I1] SOUTH WINDSOR INLAND WETLANDS AGENCY/ PLANNING AND ZONING COMMISSION WA TER POLLUTION CONTROL AUTHORITY APPROVAL LETTER - CONSERVATION COMMISSION APPROVAL LETTER - APPROVAL LETTER - 'l9WM ER'1<� town sF,` <0W" E•C 1%wn 01P sio�A vl��Oto a a crui `uzr�Aa (�` Towno v�aut `iuo�i ' teRO SULLIVAN AVENUE SOt1Tt! WINnSOrl, CONN. 06074 ` ,. r ^,'I 1540 SULLIVAN AVt=NUE SOUTI I WINDSOR. CONK. 06074 • ewe' 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 AREA coals sso t eau -zest AnEA coot= 860 r e,-t4-ast y Solo r- °SOR-0 TELEPHONE (860) 644-251.1 March 11, 2002 Mr. Prank Manularino 1169 Ellington Road South Windsor, CT 06074 Re: Stone Crossing Subdivision — Approval to Connect Dear Mr. Mannarino: The Soulli Windsor Water Pollution Control Authority, at its regular meeting oflvlarch 5, 2002, gave approval For the connection to the To-mi's sewerage system of a residential subdivision located oil fire cast side of Avery St., South Windsor, CI' as more. specifically shown on plans entitled, "Subdivision Plan", prepared by Alford Associates, Windsor, Cl', drawing No. 3 dated 10-31-01, with revisions dated 12-10- 01, 2-5-02, 2-20-02; "Topographic Map and Conservation Plan", Drawing No. 11, dated 10-31-01, with revisions dated 12-10-01, 1-7-02, 1-31-02, 24-02, 2-5-02, 2-20-02 and subject to the following conditions: 1. Review and approval by Superintendent, Bureau of Pollution Control and Town Engineer of the design plan for the low-pressure pumps for Lots 2 through 7. 2. External means for connection to emergency backup power supply for low pressure pumps for Lots 2 through 7, 3. In addition to the connection charge an assessment in the amount of $2,146.64 for each lot on Sweet Meadow Drive must be, paid to the Town of Vernon at the time of connection. 4. Subject to the technical approval of the Town of South Windsor Engineering Department. 5. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sever line has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the dcsign. plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, Jo, el�h J. Carino, Chairman Water Pollution Control Authority JJC`dd CC:: %Matthew Galligan, ToNmi Manager Michael J. Gantick, Director of Public Works Jcffrcy Doolittle, Town Engineer iviarcia Banach, Director of Planning John Collins, Chief Building Inspector David R. lgnatowicz, Town of Vernon Fcbruary 20, 2002 Certified 1170001670000775517634 Mannarino Builders c/o Frank Mannarino 1 169 Ellington Road South Windsor, CT 06074 RE: Appl. #01-45P — Mannarino Subdivision — Avery Street, RR -residential zone To Whom It May Concern: At the February 6, 2002 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #01-45P — Mannarino Subdivision — Avery Street — Inland Wetland/conservation Commission application to construct 24-lot open space subdivision, stormwater structures, and associated improvements on property northerly of Con.erstone Drive, southerly of Talcott Ridge Road, and easterly of Avery Street (Assessor's map #93, parcel 45 & 6) RR- residential zone. This approval is subject to tine following conditions: 1. One blueprint copy of the entire set 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 shall be considered having Filet this requirement. 2. 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 February 6, 2007. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. Tine foundation drain on lot #5 should be daylighted at the top of the slope or brought to the north into the storm drain pipe itself. 7. 12" of top soil amended with a 30`%a composted organic material by volume should be placed as a planting medium in the bottom of the basins. 8. Installation of silt fencing should be placed at the toe of the cut near Cornerstone and Stone Crossing 9. 4' sumps to be installed in all catch basins and shown on the plans. 10. A note, to be placed on the plans regarding the encroachment on lot #10 to be no further than what is described on the plans. 11. We recommend a bond in the amount of $20,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures for three growing seasons. 12. We recommend a bond in the amount of $25,000 be submitted to the Planning & Zoning Commission to ensure the establishment of the stormwater biofrlters and plantings. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Philip For y, Vice Chairperson EW:dr cc: Chief Building Official Towrt Engineer CLRTUIIED MAIL March f 1, 2002 Mr. Robert Mannarino Mannarino Builders, Inc. 1169 Ellington Road South Windsor, CT 06074 Re: Appl # 01-45P and 02-06P Stone Crossing I & 1I — Open Space Subdivision Dear Mr. Mannarino At its March 5, 2002, meeting the Planning and Zoning Commission voted to approve your requests :for Special Exception to Article 10.3 and subdivision of 44 acres to create an open space subdivision consisting of 8 lots in Phase I and 16 lots in Phase II. This approval is for subdivision and resubdivision as shown oil plans prepared by Alford & Associates, dated February 20, 2002, as revised. This approval is subject to the following modifications: This approval is subject to the following conditions: L This approval is for 24 lots, numbered 1-24. 2. Concrete sidewalks, built to Town specifications, shall be installed oft bout sides orall new streets. 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 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 streets, at intersections, and on cul-de.-sacs in accordance with the policy established by the Chief of Police. Street lighting is to be coordinated with the Chief of Police (copy enclosed). 7. Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town of South Windsor. Street names and supporting posts shall be installed by the developer in conformance with the standards of the Town of South Windsor, at no expense to the Town. 8. A liability insurance policy shall be submitted to this Commission naming the Town of South Windsor asan insured, with a combined single limit for bodily injury and/or property damage in the amount of $1,000,000. 9. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Coin.tmission, including a bond in the amount of $20,000 to ensure compliance with the erosion and sedimentation control measures fbr three growing seasons; and a bond in (lie amount 0fS25,000 to ensure the establishment of (lie stormwater biofilters and plantings. 10. Prior to comuniencement of any site work, a preconstruction meeting must be hold with Town S tal'f. 11. All plans used in the field by the developer mustbear the stamp and authorized signature of tine Town of South Windsor. 12. All easements for conservation purposes, drainage or utilities, that may be required in couilection 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 pen -nits. 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 Departnnennt and Town Attorney. 13. hooting drains are required for each. house. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of I" = 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. 14. 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. 15. Quantity estimates must be submitted to the To-wn 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. 16. A drainage assessment fee in the amount of $1200.00 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 Tovvri Cleric's office. 18. The open space perimeter must be marked with permanent metal markers (provided by the Town), 19. Debris in the open space must be cleaned np prior to Town acceptance. 20. The plot plan must reflect the limitation oar house size and placement on lot 10 as required by the Inland Wetlands Agency/Conservation Commission. 21. Perimeter stone walls (north and east property Boundaries) trust be preserved. 22. The final storm drain system mast he approved by the Town Engineer. 23. The final sanitary sewer system needs to be reviewed and approved by the Public Works Department anti Engineering Division. A letter is regiiired from the Town of Vcrnon that indicates their approval and the sewer fees required. Black and white transparent mylars of Sheet #'s 3, 4, 5, and 6 with the above modifications, together with three blueprint copies of the entire set of plans must be subruitted to this Commission within 30 days to be shrimped and signed, The letters of approval of this Commission ns well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the ntylars. After the mylars have been signed by the Commission, they will be returned to you for tiling in the Off ice of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, r Kevin McCann, Chairman Planning and Zoning Commission KMcC/kag cc: Town FrIgincer Chief Building Official Assessor Alford Associates, Inc. 1, Kevin McCann, Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on March 5, 2002, the Planning and Zoning Commission granted to Mannarino Builders, Inc., a Special Exception to Article 10.3 of the Zoning Regulations for an Open Space Resubdivision to create 24 lots on property located on westerly side of Avery Street and southerly side of Sweet Meadow Drive, and northerly side of Cornerstone Drive, RR Zone as shown on plans prepared by Alford & Associates, Inc., Job No. M00149, dated Febntary 20, 2002, as revised. Assessor's Map and Parcel Number: Map # 93, Parcel ##5 and 6 More particularly bounded and described as follows: See attached OWNER OF RECORD: Dated at South Windsor, Connecticut this. In accordance with CGS Section 8-3d Kevin McCann, Chairman Planning & Zoning Commission Received for record this --day of , t9_, at South Windsor, Connecticut ATTEST: Glary K. T)+ =•. Thiel o` Police '1G1OR C��"'/ Police Services _-�IKIIMV titling t • Developer is responsible for the purchase and installation of all street and traffic signs. All signs under the control of the '1 own of South Windsor must conform to standards as published by the Town of South Windsor, Department of Public Works. All signs under the control of the State of Connecticut must conform to standards developed by the State of Connecticut, Department of Transporiaticn. All sighs will conform to the Manz on Vilifgrta Traffic Control Devices. Street sign material maybe purchased through the Town of South Windsor. All other traffic signs shall be purchased from an outside vendor. • Developer will submit three (3) 8 1/2 x 1 1 or 8 1/2 x 14 maps of the proposed project for the purpose of identifying and positioning all traffic and/or street signs. Any changes in roadway design will require new maps. • When the developer is ready to erect all required signs, contact should be made with the Department of Public Works. Sireet Services Division, who will arrange for a supervisor to locate each sign position. Each such sign position shall be located by use of a wooden stake. It will be the responsibility of the developer to have the sign(s) erected as required and to ensure that any and all underground utilities are identified so as not to inure any person during installation and maintenance or interfer with sign placement or future maintenance. • 1)eveloper is responsible for the purchase of all street lighting through Northeast t itilities (NU). NU will review plans with the developer and suggest placement of all street fighting. Location. fixture and pole type, along with lumen output (watt size) are all subject to approval by the Town Traffic Authority (the Chief of Police or his designee). The developer is responsible for payment of all applicable fees to guarantee the minimum overhead rate to the Town. Once these fees have been paid. the To•.vn tivill assume the normal monthly change fbr each light. • Any and all work to be conducted within the limits of a public highway, or so close there to, Shall require review by the Town Traffic Authority (the Chief of Police or his designee), prior to the work taking place, for the purpose of identifying necessary traffic control and safer measures. • Developer is required to erect and maintain, throughout the project, a sign identifying) the name and%or title of the project. Such sign shall be clearly visible from the public highway. t 151 Sand Hill hood • South Windsor. Conneakut 06074 . (203) 644-2551 I • Developer is responsible to erect and maintain temporary meet sign(s) throughout the project. • Developer must provide emergency 24 hoar telephone numbers for the duration of t11e proiect. • Developer shall ensure that all buildings located on property which abutt(s) a public highway are numbered. Barns, garages and outbuildings which are located on the same premises as a numbered structure are excluded. W20I'95 APPLICANT & CONTACT PERSON MANNARiNO BUILDERS, INC. C/O FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH VVINDSOR, CONNECTICUT TEL. # (860) 289-7055 FAX # (860) 289-7121 Z 0 rn w o_ w a 0 �♦off ap 'CONhd.M',. A I o i Gj No. 9344 =•.A1o'- /CENSES•'��`�� off' �. Fs oo'44 OF w1i�'•. li44 A, ova r'` C_ * • � 70''k No. 9344 ,��•.H o S U R" 6 d♦10 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 �irnre C,ML EIV NEEW wrmsm cQvc- 1CUi' • WILSON M. ALFORD,JR.,P.EA L.S. DATE: MARCH 18, 2002 SCALE: 1 IN. = — FT. U H U w Z Z O U C O co �( Z vCr c U) to O l m w CL �I w w w z I w 0 w 10 P: M00149 D: M001490A FOLDER: MANNARM0 FILE MANNARINO—BLOZII PHASE 1 INCLUDES.• - LOTS 1 THROUGH 8 - NEW ROAD SERVING THESE LOTS - OPEN SPACE 1 - OPEN SPACE 2 PHASE 2 INCLUDES.• - LOTS 9 THROUGH 24 - EXTENSION OF SWEET MEADOW DRIVE APPLICANT & CONTACT PERSON MANNARINO BUILDERS, INC. C/O FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT TEL. # (860) 289-7055 FAX # (860) 289-7121 i � o Sz p 0 m N w e Q o Q Z3 a � e 3 � O VO C>~ Z Z p p � � p, O O W o � S W S N OI �o W N I Q • �� A •• ,o•,`P �O`a M. CF��. Q 7 �y ♦3 � No. 9344 ; Apol 6 0 `►r SION;L 014; GCsA Ps{L�'�+�ii o ♦y x �J♦* No. 9344 ' S U R D aP*0f TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTIN ACCORDANCE WITH CLASS AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL quern CML EiYMEER4S W CESO , CONNECTOff 0 WILSON M. ALFORD,JR.,P.E.8 L.S. DATE: OCTOBER 31, 2001 SCALE: 1 IN. = 100 FT. I— U F= U W z z O U O Ln N o z CL o � �n O O cn O Q ►-I LIJ 0 D Q ( Ljj v, v � a U) z � o � � I W 0 I- Q W GRAPHIC SCALE Sheet 100 0 50 100 200 400 `a ( IN FEET ) 1 inch = 100 ft. P•AAMlAO il• AAnr)iA.Cl v Ml n17fJ. AAAAINADINIO CIl C.AAAKlNlADl?lln DI r\'7IC SHEET2 EXIST. IRON PIN Lw V 11 Q °: 670 , 98,21 KENT A. AND ALICE J• CARLSON N/F SHED AND LAWN AREA ENCROACHES ON TO THE SUBdE•CT PROPERTY / 672 iri.so' N % ��hrye, 671 6 '1 _ h 12 A13 0 POR77ON OF SUBJECT PARCEL TO BE DEEDED TO ABUT77NG PROPERTY OWNER (PROPERTY N/F KENT A. & ALICE J. CARLSON). AREA TO BE CONVEYED = 2,900 SQ.FT. 0.067 ACRES CONVEYANCE OF PROPERTY IS SUBJECT TO ACCEPTANCE BY 7HE ABUTTER. \1 \ CROSS WALK P `0 PEE 7' VN OFF EDGE OF PAVEMENT GUY WIRE \\ ENCROACHES ON TO SUBJECT PROPERTY \ 2 TO BE RELOCA7E9 TO ALLOW FOR WALK CONS77?UCj10N �. Q o t (A 101 \\ rn CROSS WALK \\ � SIGN ( 1 \ �r v of PROPOSED 4' W1DE CONCRETE WALK �o 0�92 82J N 0 q R=25.00' --- XL=jg27' ' DEL TA=90V0 00" 201 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) I inch = 40 fL 406.60, OPEN SPA CE "l " 286,109 SQ. FT. 6.568 ACRES OPEN SPACE TO BE DEEDED TO THE TOWN OF SOUTH W NDSOR N 67'14'57" W 400.00' ---r 178.84_ 160 APPLICANT & CONTACT PERSON MANNARINO BUILDERS, INC. CIO FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH WINOSOR, CONNECT7CUT TELL. # (860) 289-7055 FAX # (860) 289-7121 STONE WALL __ A14 0 L=101.18• DEL TA=0539 22" P� �. QV ' J PROPOSED STORM DRAINAGE \ y EASEMENT IN FAVOR OF THE TOWN OF SOU774 WNDSOR /AKIN !•KUM SUtiUlWN1UIV PLANS _ FOR CHASE ORCHARDS EXIST. ..•"" "' CONC. MONUMENT 837 692 EXIST. IRON PIN 149.86' A8lp � ss. \ ~ 18 OPEN SPACE 16.23' SUgD1V1SION i ` 18 ''e �` CHARDS 0 182.79�... •-�' 44.06 CHASE �N 138.73' �` 0 652 344.95 _a___ I o pN CE BEHIND cu 30' I `� TAL) I DISTAN 0��O 149. 059 ISLAND PARCEL TO BE DEEDED A2 LOTS J. 4 & 111 THE RESPONSIBILITY OF 774E ISLAND IS OF LOTS A 4 & 5 AND IS NOT 7HE RESP4Nv&BILITY OF THE TOWN W ^ N o J Q 15 CURB LINE OF ISLAND IS STREET FIGHT OF WAY LINE ' o yl a \ ISLAND PARCELA PROPOSED 77LIT Y EASEMENT 8E GRANTER TO.- E EN77RE / " 8 ! 93 - TOOF SOU7H WINDSOR 1 1a115 6 1 `I 1`' 40,906 SQ.FT `A.�C ��' \♦ ! - APPROPRIATE U77UTY COMPANIE / `\ v r 44 219 SQ.FT. -LOTS 3, 4 AND 5 �y `,\\ o �r ,"III z 0.939 ACRES C�� 1.015 ACRES �� v,C) \ A PROPOSED EASEMENT TO PLACE i W OVE /� TOTAL ALONG SC \ cn 774E EN77RE ISLAND PARCEL SHALL GRANTED , i°' R=68.00'� . \\ TO THE TOWN OF SOU7N W7NDSO�16E II �P DEL7A7 250'50'42" \ o, ' 1I Z MONUMENTS ARE TO BE SET 2' 74E ACE / R=22.00'g2.�$ 25" E �~ \ OF 7HE CURB & SET FLUSH OR 40 ISLAND PARCEL L=96.26' w c� { '.S 245 p0 \ 174E GROUND 1 1,722 SQ.FT. DELTA=25041'18" 65 a; o I 00 \\ I 0.040 ACRESUT { ' 666 ` o J- N 735645" W { tw 1 668 I bh R=10.00' , v L=20.60' a 35, 035 SO. FT. `\�iO• R0' DELTA=1180 22" , D 0.804 ACRES =15.93 DELTA=084139" ` \ m w mGOQO $p P v 41,793 SQ.FT. II� \ \� TO665 00 w w CA �9 0.959 ACRES { z 5 0 CA EMENT R=i4 �s » E C�&pE EASEMENT DELTA=705042 , y111D T TR \ Io �_ \ 10 p STREE WALK �\ i 664 I AN NCRETE/ �8 WI E GO S $� o 1 Z , I� u � �� 5 i cr 340.31, 1-- I 234.82' v, 690 �" I rn 105.49' I 7 Z 5 p0 1 . 689 36, 381 SO. FT. 0.835 ACRES � d J 1� zZ �yo,\yoN 2 i qj z N m o •h J ♦ `� 36,778 SQ.FT. I o N 0.844 ACRES 103Qd _-- -� _ 3 1 N m I ` ow f_ 7g.4 " F 00 64- I 646 3 o N I \ N 10I 1 = \ ' SIDE YARD (TYPICAL) I LS10.52' I - �- • \ j DEI.TAr02'40'41 N 69:34'48" W 11 N I , I rn o I CiJ1 1 I I � o wab I `• •` I { oo I 38,932 SQ.FT. I I o 4' WIDE I I N CONCRE7E ` 10.894 ACRES N I 11 WALK N 26' I D I m (TYPICAL) f LOT 1 W17HOUT POR77ON OF OPEN SPACE D". i i ,� 1 34,187 SQ. FT. I D I -. i- 1j " I 0.785 ACRES I z I II 50' 'K N m N , V.: Im to o R. ,W. o i- 'Q W ♦ •+o r� o LOT J WW P.I POR77ON OF OPEN SPACE D': tdz �e 47,688 SQ.FT. w^ o I\ 1.095 ACRES , o I f Z ? 00 i o 2 Q \ I R1 1 , I PROPOSED 20' W1DE m � ry hog' I SANITARY SEWER EASEMENT 1 40 I„ I � I ^i h t �, _! i SOUTH IN FA OWINDSOR R OF E TOWN OF r o T WITH 7EMPORARY 20 WIDE y p Q q o�r''`o'`.foo? 8p 11,"�� CONSIRUC7lON EASEMENT �6 DELTA-oao'zz"72.51' 691 263.80' .89 A0,?� 256.96' (TOTAL ALONG LOT) 827 " / '43 28.44'� S` 4 \ N 6723 03 W 1864.79 TOTAL --� 900 -��_ i39.1 OPEN SPACE D » » I L=3335 �`� \" W �---- "CUTLER RIDGE 11" SUBDIVISION N 22 57 E PORTION OF OPEN SPACE D TO BE \ I ,I, \y 4?p. 4835 ADDED TO PROPOSED LOT 1 I ,\ , 642 D LTA=0656'S1 N 73' ,-•• 202 _�'� 19 038 SQ.FT. 33:88 I � Q• 9, F / / ='' _ ----- - _ _ . ` 13,501 SQ.FT. I O :� / , s O . f 10' 4,10E GRADING RIGN; S �r\ 253 � __. 693 10.85' 0.31Q_.ACRES \\ I h ^ Ory ^ :'` 644 ho /y !✓ -- "�-- - - 0.437 ACRES L-205.55' --_ I "-� -IN FAVOR OF rNE Tr7{tiiV N 6642'38" W 138.04' -.•-T- ~- _ • I /ry ,•,' �Q ' % ,�tijrOJ OF SOUTH 1&P LAR Y 0 1 �` Q• /i v 10' WIDE CC&P f ASl a IE1dT & ?� DST ` 'A. "p4' !3, 7 _ �; pc�f 10' WiOE S.TR c T 7RL-E ;F, 00, , �` i h'O CL&P AND STREET 7REE EASEMENTS TO BE p I R=975.00' \ TOTAL CURVE �T9\�'�`� O.� f RELOCA7L•D, AS SHOWN 7 / L=51.38 R=325.00' \ �99•` EXlS71NG PAVEMENT DELTA=032700" '-- - _ L=206.73' v�`12• , /� r� �-•50' R.O. W PREVIOUSLY RE-SERVc"D FOR l / DELTA=3616'45" f' h0 • `�� I j'{ITCiRE ROADWAY PLIf?FOrEC LOT 31 41 ' 1.� h� .�n�O / POR77ON OF EXIST. R.O.W. TO BE I.?EEDED TO R/ CUTLER RIDGE 1/ 10 LOT 32-CUER RIDGE 11 (CROSS-- 7NATCHED AREA) / ��. f• 1,520 SQ.FT. -•-----_--_ __ _______ _-_.____\�_._ _._-_----_-_---_ -_ _____ - ------_-_ ___ _--_ _ _.__ ._ �c _ `S/GHTO/ST 1 0.035 ACRES \ A/VCE riir `-- /'•;r LOT 32 ,.... �,'\ _ •''``_ - 335 _ f f::: CUTLER RIDGE I! l �o. r0. EXISTING 20' WIDE ADDITTONAL AREA TO BE ACQUIRED FROM LOT 32 �,/ SANITARY SEWER EASEMENT TO THE TO KIN O FOR GRADING RIGHTS (SHADED AREA) SOUTH W/NDSORF \, OPEN SPACE A \`�o a �,•/� \ "CUTLER RIDGE 1l" SUBDIVISION \ y4� ��o �Ao�2?s �����o�N �/ `�' `v� �aptic�, p o T9\\o�w 9z s<• / a 1 \` FT •off ` `� SST � � , \sOb�. � p�F�� �• � R=275.00' l De00' Dlta l el to=02 05'02" lR=275.00' L=10.00' \ 9 1 Delta=02 05'02" z 0 w w Lq O Q. � W W U o I 0 a uj a �g�yo o , No. 9344 s�A�aF- � � CENSE� •� ���'���°' '�ov.SsIONAL ° 44ill' - C{?A11y �'ye A�� a e* s No. 9344 ? o TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. WILSON M. ALFORD,JR.,P.E.B L.S. #9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL utnrn C�,YV�I ENI� INEERS • WILSON M. ALFORD,JR.,P.E.& L.S. (860)688-7288 DATE: OCTOBER 31, 2001 SCALE: 1 IN. = 40 FT. H U , U W z z O U � 0 O H � z W � O 0 0 Q H � uj � co w f-I o v J I- (�, W V) Of I W 0 U) H V) Q W Sheet 3 P: M0014-9 D: M98009PZ FOLDER: MANNARINO SS: SHEET3 FILF_: MANNARINO-RL071F \ EXIS77NC POND NOTE FOR LO\' TAKEN FROM SUBDIVISION PLANS FOR CHASE ORCHARDS OPEN SPACE ANY REGRADING, DISCI GE OF STORM SIGN WATER, ETC. MAY NEED LAND WETLANDS \ORCHARDS SUBDI� AGENCYICONSERVA77ON CdltfMISSION APPROVAL \ CHASE \` EDGE OF WF7LANDS >ZZ:— �Q TAKEN FROM SUBDIWSION PLANS FOR CHASE ORCHARDS EXIST. „r•••""r Q� CONC. MONUMENT 837 PROPOSED STORM DRAINAGE `�\ 212.06' _ 82,20' EASEMENT IN FAVOR OF THE E �'•" "•••+� TOWN OF SOUTH WINDSOR s 74'49'1 g " 692 ~Y+ EXIST. IRON PIN ��' 149.86RS `fib • 18 ,` .1, Q 182. 138.73' �`- �� o_ o' 652 IS? 0 \ o�� C,A 4 4k 4j 3p. 3 Ill z y F�F- �q!% 1. h 'v u', I ,-,, �8, \ rob '1'T t7,L ^ �� z,� _ ,�11oti 26. v / � n1� .tea `r Q c I ollc�r) D 40,906 SO. FT. `D.0 0.939 ACRES TOTAL ALONG SL: ra^ rn c I R=68. 00' ` `� cn �0 1 z DEL TA=250'50'42" R=22.00' E ARCEL L-96.26' c,� o l S g2. 00' FT. DELTA-25041'18" 650 v� O I /'� 245•'� ?ES cn b 85• w 1 /"•� cn 666 4 l o 667. 669 668 5 R-10.00' L=20.60' a 35,035 SQ.FT, R-105.00' DEL TA=118'0 22 , D 0.804 ACRES L=15.93' Z DELTA=0841'39" Im w 93 N 2 N Z 665 5 p0 .A o � ENT 1 L=74.9'• 1 o CLBcP S�ASEMENT DEL TA=7050'42"\ , 10. 0ET EE TREE ` ssa 1 A0 S� NCRETE WALK n,3 Z ,.4 WIDE Cam/ S 824500' m Oo I 1D I � � I ` � 0 4 00 I I w ,0 2 y I � cn OZ• I Il 'Z I� I I p0 646 YPICAI_) I L=f0.52' j DELTA=0240'41" xr N I � I I I � I I o 4' WIDE a I I in CONCRETE I I a WALK 1 N in (TYPICAL) ` 26' i� I I� � I z 50, m i s b R. . W. I I to Icl 4": 2 oo I @ III r N + a I j v Q I I 52.89 N 6723'03" W 642 0o h0 64� .. �•`•` /GHT DISTANCE 1 � 7 36, 381 SQ. FT. 0.835 ACRES D Z n Im 1� m z a m 1` 103 u w - 78*4213" E -fir 246.13' rill I I � �+ 38, 932 SQ. FT. 0.894 ACRES II 10 z N i Z z 1 �r�jN 41 I � PROPOSED 20' WE SANITARY SEWER EASEMENT I IN FAVOR OF THE TOWN OF SOUTH WINDSOR ` C`' I S S5y WITH TEMPORARY 20' WIDE .zo.o/. T� 8 37» oEZTgao4yoos` i 8p jj: �6', CONSTRUCTION EASEMENT r 55 jg 37•• � � �'B DEL7-A-03:5022• 256.96' (TOTAL ALONG LOT) L8 3-.J5' �s `�A� ! 864.79' (TOTAL) 10' WIDE GRADING RIGHTS �r6 2g3 IN FAVOR OF THE TOWN Y OF SOU774 WINDSOR & \ 10' WOE CL&P EASEMENT & 10' WIDE STREET TREE EASEMENT a ry�o 1 CL&P AND STREET TREE EASEMENTS TO BE RELOCATED, AS SHOWN 50' R.O.IV PREVIOUSLY RESERVED FOR l / FUTURE ROADWAY PURPOSES / LOT 31 PORTION OF EXIST, R.O.W. TO BE DEEDED TO / CUTLER RIDGE ll LOT 32-CUTLER RIDGE ll (GROSS--` iATCHED AREA) 1,520 SQ.FT. / 0.035 ACRES / LOT 32 ro, 1 >:: CUTLER RIDGE ll ro, EXISTING 20 WlDE � �,.::;::::�'•• ADDI710NAL AREA TO BE ACQUIRED FROM LOT 32 SANITARY SEWER EASEMENT r�/ TO THE TOih'N OF FOR GRADING RIGHTS (SHADED AREA) SOUTH WINDSOR OXti�S \ s ` ` A\ sy� 0 I Lor 11 IVIsION RELOCATE ,N FIELD BY CONC. MO ' CHASE ORCHARDS SUED EXIST. AS OE M - D E B ss6 y 857 , _ i IRON PIN S 7696 E \ f2g•85' o `� N�;, �� 24 S�ACE RON PIN �.-.;50" E 96.08' YARD TYPfCA�) OPEN / 846 S 73 52 10' SID_.E --(- o A NAROS sUBDI�SION EXIST, CONC. 61.30c� v ORC !! MONUMENT --""' "a`\ to cA o \ 34,632 SQ.FT. CHASE 34.78' 695 0.795 ACRES T IRON PIN WITH 551.24 TO NCE7E MONUMENT \ 0 21 o� ' `9�23 \ STONE W*U J wjy -1 1 20 'S t 8 E S 77134 26,840 SQ.FT. EAIST ✓ �p " -- __ �0.616 ACRES � PLI86LE WALL _ 10 19 ,`! 687 ; �\ / v L-98. NP �`.............. • n000a 6.F ` ` 1. / OS �—` TA Ai - 694 688 U 218.63 IRON � EXIST 661 349,60 282.10' N 6723'03" W 660 N 6728'04" W EXIST. N 66i0930" W Ao IRON PIN Extsr. 249 251 250 TO BE REPLACED W17H IRON PIN Q Q252 CONCRETE MONUMENT 4, LOT 30 LOT 29 LOT 28 LOT 27 LOT 26 CUTLER RIDGE l/ CUTLER RIDGE lI CUTLER RIDGE 11 CUTLER RIDGE H CUTLER RIDGE I! 0 A APPLICANT & CONTACT PERSON MANNARINO BUILDERS, INC. CIO FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH W/NDSOR, CONNECTICUT TEL. # (860) 289-7055 FAX # (860) 289-7121 Al L. GRAPHIC SCALE ( IN FEET ) 1 Inch = 40 ft. 0. M00149A4 FOIOFR- MANNARINO r 0 0 w � Q � o Z w QWv O I IL > o S � Q y o t 0 w H N h t Q d0of N '4 No. 9344 `L'A'po •��CENSE��''•A`O�'O�' •t�i�SS10NAl.. ���''�0 '01. �' / *i M. ALF6ROQ �* No. 9344 CENS TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. WILSON M. ALFORD,JR„P,E.& L.S. #9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL aFtere Ill El1NGNEERS WfMSM CONW-Cr = • WILSON M. ALFORD,JR.,P.E.6 L.S. (860)688-7288 DATE: OCTOBER 31, 2001 SCALE: 1 IN. = 40 FT. H U C.) w z z O r l v U Q O 0 z v� O �(` W O J 0 W uj��om w , Oo QLo I— QL ' '' W W vJ U) z '- w lY C) Q I W in cn F- 0 Q W P: M00149 SS: SHEET4 1 FII F• MANNARINn—RI o71F DEL TA=06 107101 "J `�_ ``s� `♦ . / 20,006 SQ.FT. �\ L=41.10' , \ 5' � O, 6 OF � 0.459 ACRES _ _ \ ��T-9 z / L, ----- ,6�?0 `•�� B 1250' DISTANCE BEHIND 61- I31.4' _ 9 ``i �� �`q�0� � `� /�3J��� � I `D/STANCE 6\ � `\ R?• . \ p G ! � m\ U Q � � C1600"& / \ OD �'` .0 { I ^ B %5131 ♦\ O \\?c� l� 42,387 SQ. FT. \ z a973 ACRES \ m 1 �w' bras I 20,339 SQ.FT. I / h , / \`\ `♦ \ \\\ / ;\ o� 22,357 SQ.FT. { I 12 0.467 ACRES 0.513 ACRES I J / hry Nlu / s'��� \ \♦ ���� `n� �\ \� \ \ O• 0 �• ♦ ` �' .�_ � "- � 21,878 SQ.FT. / / o`'y�2 \ \ `?'• ti 'cs, "� / \` \ 0.502 ACRES iAll N �0�\ ` TOTAL ALONG LOT* \ / �" \\ \ \ �°' \ 29 9212', 118.73' 'sue`\ moo, gP0 \ \\\o\ 31.43' \• 675 `,S 68'53'45" E 210.85' 676 A s DELTA=54'03'30" \ O �O5 9• . 4 P 654 R-6200' \\\ 0 677 \ � 4 / IBA-1 13 AO ``8.50' \ `\o. / 1P� PROPOSED 20' WDE SANITARY SEWER EASEMENT I 0 pG 681 ^ sky' E yy �� IN FAVOR OF THE TOWN OF 679 oFG \�• SOUTH WINDSOR » » 24 274 SQ FT �f33 ' o o Pq\S . $ x °,�\ OPEN SPACE 2 80' \0.557 ACRES pe • , "� �\ \ { h9 a `\ PROPOSED 10' WIDE �' R=62. 7' o �0 �\� '` ` TEMPORARY t rn �.oF<TA,s9a, ��� \ 616 i o CONSTRUCTION EASEMENT 6 74, 801 SQ.FT. Ln UPLAND REVIEW A can DEL A=59 45 32 I A 15.491 ACRES 2' N \ \ n 698 PROPOSED 25' {AJIDE OPEN SPACE TO BE DEEDED TO 774E 5 9'1 89- F w TOWN OF SOUTH {NNOSOR ` / ` �, �R=to.00' p I . V �\ 680 ,� o �o L=18.76' 899 �20' �12 �I °' �� 1 SANITARY SEWER EASEMENT `` DELTA=107:9 37" OE�1P TO TOWN OF VERNON� 00 I S � J R=98.00 0 ?_ L=33.88' '\ 678 \�� °j 696 DEL TA=1948'34" DELTA=f94834" % i a---"- i 24' \Z , ISLAND PARCEL t3 p + JE f ` 128,803 SQ. FT. �a h 11, 059 SQ.FT. 0.661 ACRES ���\� ' 0.254 ACRES d v a I c+ \�V TOTAL CURVE ALONG SL P` Nv 95.00' L=485.16' f chi h 1 2 m I f'ol, '�� DEL TA=2923624" I - o Q A105\„ w `� R=58.00' 0� , 0 4 4i I v • • \ �(�o'- \` \ DELTA=292277'32 D O 3• O lid 6, `per TAO140 / 104 `� tt g Np B 9s I j �� 3 S 3i• \ 828 682 }t To ��� \\ a No. �--- ` �° \ s��tiI " \ tic' � j51E B� �F \ 44,828 SQ.FT, o \ 1.029 ACRES N z ISLAND PARCfL TO BE DEEDED TO L015 15, 16, 17. 18 & 19 Z • \ `� THE RESPONSIBILITY OF THE ISLAND /S OF LOTS Z 15, 16, 17, 18 & 19 AND /S NOT THE RESPONSIBILITY OF THE TOWN I CURB LINE OF ISLAND 1S STREET RIGHT OF WAY LINE F til`� A PROPOSED U71UTY EASEMENT OVER THE ENTIRE • 1 N ° N ru ` ISLAND PARCEL SHALL BE GRANTED TO. TO►41V OF SOUTH Il7NDSOR I - APPROPRIATE' U77LITY COMPANIES tv \ I \ 16 rn I I - LOTS 15, 16, 17, 18 AND 19 \ \ IQn I A PROPOSED EASEMENT TO PLACE SNOW OVER \ � { v I THE EN77RE ISLAND PARCEL SHALL BE GRANTED a 0.752 ORES I TO THE TOWN OF SOU7H W7NDSOR \ `^ 683 0.752 ACRES MONUMENTS ARE TO BE SET 2' OFF 17-1E FACE OF 7HE CURB & SET FLUSH OR I' BELOW `�sr• �S• - THE GROUND E♦ 50,262 SO. FT. cyfl ` 229 �. 685 ° c'o. 20. oo' 1.154 ACRES �31 N 917 326.26' 34 �33 684 S 66UO'54" E-- o Q32 - - - - o _ o Exlsr. 249 N 65 48'41 " W _ 175.09' 686 916 , n w 337.82' IRON PIN Q N g0,40 `�`� �..`.`_.+ 918 `. N 663D54 W 51291 36• ` �. \ 247 L°� • ` PROPOSED 20' N1DE STORM DRAINAGE �^ '` EASEMENT TO THE TOWN OF SOUTH WINDSOR .`228 `• 0 LOT 26 �• CUTLER RIDGE II .` 227 Qz46 • OPEN SPACE "B" ` "CUTLER RIDGE II" SUBDIVISION 245 �` ' ° ��Z�iS�92ps LOT 25 LOT 24 `• CUTLER RIDGE Il CUTLER RIDGE ll COORDINA TES OF PROPOSED MONUMEN TS NOTE - COORDINATES ARE BASED ON M.D.C. COORDINATE SYSTEM Point Northing Easting Z 642 178178.5042_ 213717.8955 644 178142.1062 21 J752.1764 646 178312,8247 213786,6928 648 178306,2756 213836.2620 650 178592.9615 213874.1386 652 178625.3868 214725.5516 n 654 177909.8550 215414.3796 656 178507.0935 214881.4902 658 178271.3354 215023.9855 T 660 177983.4979 214214.0168 t- 661 177875.3964 214474.5825 662 178317.9817 215041.9888 z 663 178281.2146 2151 JZ 2521 664 178479.6390 21J808.7J21 665 178541.1090 213776.1906 666 178599.2486 213826.5521 667 178581.0856 213824.1525 668 178575.6231 213811.5721 669 178584.0225 213797.6950 670 178916.6796 213053.8690 671 178911.1501 21 J151. 9216 672 178926,1274 213174.6779 673 178830.1715 213569.7983 674 178234.5682 215119.2488 675 178152.5382 214887.4247 676 178076.6175 215084.1342 677 178012.1852 215159.2640 678 177912.4139 215153.2093 679 177865.8867 215443.5920 680 177860.6155 215338.5709 919 681 177916.5227 215363.4168 682 177759.6866 215135.2600 ,-0 683 177636,2565 215186.7265 A 684 177579.2116 215225.8197 685 177547.9719 215297.7177 D' 686 177524.8524 215288.1932 iA 687 178425.7163 214698.6493 z o 0 688 178067.5665 214012.2122 �^ 0 689 178559.3643 213481.7352 690 178526.7432 213582.0500 z 691 178288.1681 213482.6634 692 178705.6997 214065.4083 693 178256.8926 213469.6345 694 178240.2151 214074.6632 695 178561.1243 214697.1675 696 177829.1299 215361.5868 697 177854.1239 215385.2259 698 177854.7438 215398.1136 699 177832.1340 215424,0425 805 178126.6197 213638.9022 806 178124.9622 213661.0470 807 178078.9150 213685.0828 808 178059.7430 213682.8058 823 178509.5392 212913.2257 827 178316. 0533 21 J415. 7257 828 177567.5948 215625.7527 837 178689.4157 214125.4350 846 178570.7799 214663.7575 851 178382.2584 215441.5356 552 178308.6242 215738.5306 857 178501.3491 214931.1591 900 178354.8494 213282.1039 916 177734.0843 214794.3497 917 177728.3084 214829.9947 918 177594.6261 215127.6096 919 177390.2269 215598.0324 APPLICANT &, CONTACT PERSON MANNARINO BUILDERS, INC. C/O FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH IRNDSOR, CONNEC77CUT TEL. # (860) 289-7055 FAX ,f6 (860) 289-7121 GRAPHIC SCALE 40 0 20 40 so 160 ti 7 � o_ J � F W W > LLJ � a Q z o J C O w o p � o p 4 2 U Q1. N W CA o N N N so♦♦� G� c.-ur,w��`�, • �� FOR 7 '� Y Ai No. 9344 �aeSSIONAL �na0 al`' 4, 4 ll :* No. 9344 f , P� � •. < ICENSEO . o�♦♦ooze 44, ,r 9♦ TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. WILSON M. ALFORD,JR.,P.E.S L.S. #9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL '.If�T'Ti C ra EA MEMERS WILSON M. ALFORD,JR.,P.E.a L.S. (860)688-7288 DATE: OCTOBER 31, 2001 SCALE: 1 IN. = 40 FT. U F- U w z z LQ 0 C) O 0 N Q Z o W Q m a w uj LQ H Q � F- �j LIJ (� W � � Q Q I w Q !n Q w Shea- 6 ( IN FEET ) I inch = 40 fft. P• Mnn14Q n• MnnIAQAe1 Fnf nFF?• K,AANNIAPIN0 SS: SHEET6 s F'II F'• AAANIP]ARIAIn-[�I n71I- NO TES- 1. REFERENCE PLANS - "PLOT PLAN PROPERTY OF MUZIKEVIK BROTHERS, INC. AVERY STREET SOUTH WINDSOR, CONNECTICUT SCALE: 1 INCH = 100 FEET APRIL, 1970 PETERSEN & HOFFMAN SUCCESSORS TO SPENCER & WASHBURN, INC." "BOUNDARY PLAN LOT 3 THE MANSIONS AT HOCKANUM CROSSING #75 HOCKANUM BOULEVARD VERNON, CONNECTICUT GARDNER & PETERSEN ASSOCIATES 178 HARTFORD TURNPIKE TOLLAND, CONNECTICUT PROFESSIONAL ENGINEERS LAND SURVEYORS SCALE 1"=100' DATE 9-01-2000 SHEET N0. 1 OF 1 MAP NO. 9521-MAHC" 2. EXISTING TOPOGRAPHY IN AREA OF PROPOSED ROADWAYS HAS BEEN FIELD VERIFIED BY ALFORD ASSOCIATES, INC. IN AUGUST AND SEPTEMBER OF 2001. ELEVATIONS ARE BASED ON M.D.C. DATUM. 3. EDGE OF WETLANDS WERE FLAGGED BY JAMES McMANUS, SOIL SCIENTIST, FROM REMA ECOLOGICAL SERVICES, LLC, ON AUGUST 17, 2001. WETLANDS FLAGS WERE FIELD LOCATED BY ALFORD ASSOCIATES, INC. 4. ALL PROPOSED UTILITIES SHALL BE UNDERGROUND. 5. PROPOSED HOUSE SHAPES, SIZE, LOCATION AND GRADES ARE SCHEMATIC AND REPRESENT THEIR SUITABILITY FOR EACH LOT. 6. ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS OF THE TOWN OF SOUTH WINDSOR. 7. 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. 8. NOTIFY TOWN ENGINEER PRIOR TO ANY CONSTRUCTION. 9. MAXIMUM CUT OR FILL SLOPE IS 3:1. 10. ALL UNSUITABLE MATERIAL DISCOVERED DURING CONSTRUCTION SHALL BE REMOVED IN A SUITABLE MANNER. 11. MIRAFI FABRIC FENCE SHALL BE MAINTAINED UNTIL ALL CONTRIBUTING SURFACES HAVE BEEN STABILIZED. 12. NEW PAVEMENT SHALL MAKE A SMOOTH TRANSITION WITH EXISTING PAVEMENT. 13. MAINTAIN DUST CONTROL BY USE OF CALCIUM CHLORIDE AND/OR WATER AT ALL TIMES PRIOR TO CONSTRUCTION. 14. ALL SIGNS SHALL CONFORM TO APPLICABLE ZONING REGULATIONS. 15. THE SUBJECT PARCEL IS OUTSIDE OF THE 100-YEAR FLOOD BOUNDARY AS SHOWN PLANS ENTITLED - "NATIONAL FLOOD INSURANCE PROGRAM, FLOODWAY FLOOD BOUNDARY AND FLOODWAY MAP, TOWN OF SOUTH WINDSOR, CONNECTICUT, HARTFORD COUNTY, PANEL 2 OF 9 AND PANEL 3 OF 9, COMMUNITY -PANEL NUMBER 090036 0002 B AND 090036 0003 Be EFFECTIVE DATE: MAY 1, 1980, U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION". 16. THE PROPOSED USE OF THE SITE IS RESIDENTIAL. 17. ALL STUMPS SHALL BE REMOVED FROM THE SITE. 18. ALL PROPOSED CATCH BASINS ARE TYPE "C", UNLESS OTHERWISE NOTED. 19. ADS N-12 OR EQUAL, MINIMUM 15" DIAMETER TO BE USED FOR ALL STORM COLLECTION PIPES. WHEN THE GRADE IS 10% OR GREATER , CLASS V CONCRETE PIPE TO BE USED. MATERIALS SHALL MEET DOT FORM 814 SPECIFICATIONS, OR LATEST EDITION. 20. TREES SHALL BE FLAGGED IN THE FIELD AND APPROVED BY THE TOWN STAFF PRIOR TO CLEARING. 21. FOR SANITARY SEWER HOUSE LATERALS LONGER THAN 100 FEET, CLEANOUTS SHALL BE INSTALLED. SPACING OF CLEANOUTS IS A MAXIMUM OF 100 FEET. 22. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION OF SEWERS, UNDERDRAINS MAY BE REQUIRED IN ROADWAY. 23. ROOF LEADERS WILL DISCHARGE ON TO SPLASH PADS ON THE GROUND. 24. UNDERGROUND STORAGE TANKS ARE NOT PERMITTED ON THE SITE. 25. OPEN SPACE AREAS SHALL BE DEEDED TO THE TOWN OF SOUTH WINDSOR. 26. A RODENT SCREEN SHALL BE PLACED AT THE END OF A FOOTING DRAIN LINE THAT DISCHARGES ON TO THE GROUND. 27. THE DEVELOPER SHALL CLEAN UP AND REMOVE EXISTING GARBAGE AND DEBRIS ON THE SUBJECT PROPERTY. 28. OWNERS OF LOTS 2, 3, 4, 5, 6 AND 7, WITH INDIVIDUAL SANITARY SEWER PUMP STATIONS, ARE RESPONSIBLE FOR THE MAINTENANCE OF THE SEWER LATERAL AND PUMP SYSTEM FROM THE HOUSE TO THE FORCE MAIN IN THE ROAD. 29. THE LIMIT OF DISTURBANCE ON LOT 10 SHALL BE NO FURTHER THAN WHAT IS SHOWN ON THESE PLANS. EROSION AND SEDIMEN TA TION CONTROL NARRATIVE- 1. THE SUBJECT 44.095 ACRE PARCEL IS LOCATED ON THE EAST SIDE OF AVERY STREET, IN SOUTH WINDSOR, CONNECTICUT. THE PARCEL IS LOCATED NORTH AND ADJACENT TO THE EXISTING "CUTLER RIDGE II" SUBDIVISION AND SOUTH AND ADJACENT TO THE EXISTING "CHASE ORCHARDS" SUBDIVISION. THE EASTERLY LINE OF THE PARCEL RUNS ALONG THE SOUTH WINDSOR/VERNON TOWN LINE. THERE ARE WETLANDS LOCATED ON THE PARCEL. WOODED AREAS ARE LOCATED NEAR AVERY STREET, THROUGH THE MIDDLE PORTION AND AT THE REAR AND ADJACENT TO THE TOWN LINE. THE PARCEL IS ZONED "RR". 2. THE PARCEL WILL BE DEVELOPED AS AN "RR OPEN SPACE" SUBDIVISION. THE PROPOSAL IS FOR TWENTY FOUR (24) SINGLE FAMILY HOMES LOCATED ON INDIVIDUAL LOTS. EIGHT (8) OF THE LOTS WILL BE SERVED BY A NEW TOWN ROAD TO BE BUILT OFF OF CORNERSTONE DRIVE (THE ROAD THAT SERVES "CUTLER RIDGE II" SUBDIVISION). THE REMAINING SIXTEEN (16) LOTS WILL BE SERVED BY THE PROPOSED EXTENSION OF SWEET MEADOW DRIVE. SWEET MEADOW DRIVE IS PART OF THE "CHASE ORCHARDS" SUBDIVISION. EACH OF THE TWENTY FOUR (24) LOTS WILL BE SERVED BY PUBLIC WATER AND SANITARY SEWER. 3. THE PROPOSED SUBDIVISION WILL BE DEVELOPED IN TWO (2) PHASES. THE FIRST PHASE WILL CONSIST OF CONSTRUCTING APPROXIMATELY 600 FEET OF TOWN ROADWAY AND CUL-DE-SAC TO BE LOCATED OFF OF CORNERSTONE DRIVE. THE ROAD WILL HAVE STORM DRAINAGE, SANITARY SEWER, PUBLIC WATER AND OTHER ASSOCIATED UTILITIES THE STORM DRAINAGE WILL DISCHARGE INTO AN ON -SITE BIOFILTER/ LEVEL SPREADER AREA. THE SECOND PHASE WILL CONSIST OF CONSTRUCTING APPROXIMATELY 900 FEET OF TOWN ROADWAY AND CUL-DE-SAC. THIS WILL BE AN EXTENSION OF SWEET MEADOW DRIVE. THE ROAD WILL HAVE STORM DRAINAGE, SANITARY SEWER, PUBLIC WATER AND OTHER ASSOCIATED UTILITIES. THE STORM DRAINAGE WILL DISCHARGE INTO AN ON -SITE DETENTION BASIN. THE OUTLET PIPE FOR THE BASIN WILL DISCHARGE OFF -SITE INTO THE OPEN SPACE AREA FOR "CUTLER RIDGE II" SUBDIVISION. 4. THE ANTICIPATED START OF CONSTRUCTION FOR THE FIRST PHASE IS PLANNED FOR FHE WINTER OF 2001. 5. SEQUENCE OF CONSTRUCTION - FOR ALL PHASES A. INSTALLATION OF CONSTRUCTION ENTRANCE IN LOCATION, AS SHOWN. B. INSTALLATION OF FILTER FENCE ALONG AREAS SHOWN ON PLAN. C. CLEAR CUTTING, STUMPING AND REMOVAL OF UNSUITABLE MATERIAL OFF -SITE. *** NOTE *** EXCEPT FOR DRAINAGE, SANITARY SEWER AND ROAD SIDE SLOPES , THERE SHALL BE NO LOT CLEARING UNTIL BUILDING PERMIT IS APPLIED FOR. D. INSPECTION OF FILTER FENCES AND/OR MAINTENANCE TO INSURE PROPER WORKING CONDITION. E. STRIP AND STOCKPILE TOPSOIL. TOPSOIL TO BE STOCKPILED IN AREAS AS SHOWN ON THE PLAN. 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. F. FOR PHASE 1 - EXCAVATE, GRADE AND SEED BIO-FILTER/LEVEL SPREADER AREA. FOR PHASE 2 - EXCAVATE, GRADE AND SEED DETENTION BASIN TO BE LOCATED AT THE END OF THE EXTENSION OF SWEET MEADOW DRIVE. DETENTION BASIN SHALL BE USED AS A TEMPORARY SILTATION BASIN DURING CONSTRUCTION AND ESTABLISHMENT OF PHASE 2. INSTALL A TEMPORARY OUTLET PIPE INTO THE DETENTION BASIN OUTLET STRUCTURE. TEMPORARY SILTATION BASIN SHALL REMAIN IN PROPER WORKING ORDER UNTIL ALL CONTRIBUTING AREAS HAVE BEEN STABILIZED. ONCE TEMPORARY SILTATION BASIN IS NO LONGER NEEDED, REMOVE ACCUMULATED SILT AND SEDIMENT AND TEMPORARY OUTLET PIPE. G. BOX OUT ROADWAY. IMMEDIATELY AFTER "BOXING OUT" ROAD AND SIDE SLOPES, DIVERSIONS AND LEVEL SPREADERS TO BE INSTALLED. DISTURBED AREAS TO BE TOPSOILED AND SEEDED WITH ANNUAL RYE. ROAD BOX TO BE RESTRICTED TO THE RIGHT OF WAY AND SIDE SLOPES. H. INSTALL STORM DRAINAGE, SANITARY SEWER AND OTHER UTILITIES. I. INSTALL MIRAFI FABRIC ENVELOPES AROUND CATCH BASIN TOPS. J. ALL MIRAFI FABRIC FENCE AND/OR TEMPORARY VEGETATIVE COVER TO BE INSPECTED AND MAINTENANCE PERFORMED IF REQUIRED TO INSURE PROPER WORKING ORDER. K. INSTALL ROAD SUBBASE AND BASE MATERIAL. L. PAVE ROAD. M. LOAM AND SEED SIDE SLOPES OF ROAD. N. CONSTRUCT HOMES. AS SOON AS POSSIBLE, DISTURBED AREAS ARE TO BE LOAMED AND SEEDED. 0. 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. P. BEFORE REMOVAL OF ANY SILT FENCE, EXISTING SILT IS TO BE REMOVED. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED TO ESTABLISH PERMANENT COVER. Q. THE CONTRACTOR AND/OR OWNER SHALL BE RESPO NSIBLE FOR MAINTENANCE/REPAIR/ REPLACEMENT OF ALL EROSION CONTROL MEASURES UNTIL ALL CONTRIBUTING SURFACES HAVE BEEN STABILIZED. ACCUMULATED SEDIMENT SHALL BE REMOVED AS NECESSARY. GENERAL NOTES - 1. THE TOWN ENGINEER SHALL BE NOTIFIED PRIOR TO ANY CONSTRUCTION. 2. LAND DISTURBANCE TO BE KEPT TO A MINIMUM. RESTABILIZATION WILL BE RESCHEDULED AS SOON AS PRACTICAL. 3. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSIDERED AS MINIMUM REQUIREMENTS. THE TOWN RESERVES THE RIGHT TO AMEND THE EROSION AND SEDIMENTATION CONTROL PLANS AS FIELD CONDITIONS MAY WARRANT. 4. FABRIC SEDIMENTATION BARRIER TO BE FIBRETEX 150 GRADE, AS MANUFACTURED BY CROWN ZELLERBACK, OR APPROVED EQUAL. 5. SEDIMENT REMOVED FROM CONTROL STRUCTURES WILL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN. 6. SILT FENCE SHALL BE REMOVED AND DISPOSED OF OFF -SITE AFTER ALL CONTRIBUTING DISTURBED AREAS ARE SEEDED AND STABILIZED. FI L TER FABRIC EN I /EL OPE- SCALE: 1 /2" = 1'-0" DOUBLE THICKNESS FILTER FABRIC ENVELOPE 21-111,701ME Offi'i(L�nL6-�� ' 011 lm-1111"majim tl•�: II EM"tPO r-'!'-FILTER FABRICCATCH BASIN II -III HELD IN TRENCH WITH BACKFILL 'C' TYPE CATCH BASIN CINDER BLOCK DOUBLE THICKNESS FILTER FABRIC ENVELOPE FINISHED GRADE FILTER FABRIC FENCE - SCALE: 1 /2" = 1'-0" PLAN SECTION 7.7' 0. C. PLUNGE POOL DETAIL - SCALE: 1 /4" = 1'0" a PLAN CONSTRUCTION ENTRANCE PAD - NOT TO SCALE S T R E E T PLAN 4" MINIMUM CONN. DOT 2" STONE L.0 oQa�o� 00 0� FILTER FABRIC WIDTH AS SPECIFIED ON PLAN SEC ! I ON NOTES: 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. 4'-6" TALL WOODEN STAKE FILTER FABRIC NAIL OR STAPLE TO STAKE IF NOT PRE -ASSEMBLED DIG TRENCH 6" MIN. DEEP, LAY IN FABRIC & BACKFILL FLOW 15" INTERMEDIATE RIP RAP BANK GRAVEL ON -TER FABRIG SEGTION A -A PIPE A B G D E F CG H WT. TONS 12" 10' 7' 1-1/2' 1' it 4-1/2' 1-1/2' 3' 6 15" 10, 7' 1-1/2' i' 1' 4-1/2' 1-1/2' 3' 6 16" 12' 6' 2' 1' 1' 5' 2' 4' 5 21" 15' a' 2-1/2' 1-I/2 1' -1' 2-1/2' 4-1/2' 12 24" 17' 10, 2-1/2' 1-1/2' 1' 6' 2-1/2' 5-1/2' 15 30" 20' 13, 3' 2' 2' Cie 22 36" 24' 16, 3-1/2' 2' 2' ci-1/2' 3-1/2, 7' 33 ELIP. 17' 10' 2-1/2' 1-1/2' I' 6 2-1/2' 5-1/2' 15 DETAIL OF A CCESS ROAD WAY NOT TO SCALE 10' WIDE 4" TOPSOIL NOTE - FILTER FABRIC l SHALL BE 8" GRAVEL NONWOVEN CLASS 2, Wl TH .............................................................. PERMIT770TY OF 0.5 TO 0.1 SEC' AND AOS OF 0.43 mm STABLE PREPARED SUB -BASF_ FIL TER FABRIC TO 0.22 mm AND SHALL MEET (SEE NOTE) AASHTO M288-96 SANITARY CLEANOU T NOT TO SCALE FINISHED GRADE J 6" TO 12" BELLOW GRADE :ND )KEN TRAPROCK UNDER BEND PROJECT ANALYSIS - ZONE: "RR" PROPOSAL IS FOR AN "OPEN SPACE SUBDIVISION" DENSITY CALCULATION - (PER SECTION 10.3.6d OF THE ZONING REGULATIONS) TOTAL PROPERTY AREA = 44.095 ACRES NOTE. AREA DOES NOT TAKE OUT PARCEL TO BE DEEDED TO CARLSON. MINUS 50% OF WETLANDS 7.060 AC. WATERCOURSES/BODIES 0 AC. FLOOD PLAIN "A" 0 AC. TOTAL= 7.060 AC. x 50%= 3.530 AC - 3.530 ACRES MINUS 100% OF SLOPES IN EXCESS OF 20% THAT EXTEND 100 L.F. OR MORE - 0 ACRES MINUS 10% OF TOTAL AREA FOR ROADWAYS 44.095 x 10% = 4.410 AC. - 4.410 ACRES NET ACREAGE NUMBER OF LOTS ALLOWED: 36.155 AC. / 40,000 SQ.FT. CONVENTIONAL LAYOUT SHOWS 24 LOTS THEREFORE MAXIMUM LOTS ALLOWED = 36.155 ACRES 39.37 LOTS OR A MAXIMUM THAT A CONVENTIONAL LAYOUT SHOWS, WHICHEVER IS LESS 24 OPEN SPACE REQUIRED - (PER SECTION 10.3.6a OF THE ZONING REGULATIONS) A MINIMUM OF 50% OF THE SITE SHALL BE PRESERVED AS OPEN SPACE. AT LEAST 20% OF THIS OPEN SPACE MUST BE FREE OF WETLANDS, WATERCOURSES, WATER BODIES, FLOOD PLAIN A ZONES, AND SLOPES IN EXCESS OF 20% THAT EXTEND 100 LINEAR FEET OR MORE. OPEN SPACE CALCULATION - TOTAL PROPERTY AREA = 44.095 ACRES x 50% = 22.048 AC. OPEN SPACE RFOUIRFD OPEN SPACE PROVIDED: OPEN SPACE "1" = 6.568 AC. OPEN SPACE "2" = 15.491 AC. TOTAL = 22.059 AC. OPEN SPACE LAND NOT COUNTABLE AS "GOOD LAND": WETLANDS, WATERCOURSE/BODIES = 6.550 AC FLOOD PLAIN A ZONES = 0 AC. SLOPES IN EXCESS OF 20% = 0 AC. 6.550 AC. OPEN SPACE "GOOD LAND" 22.059 AC. - 6.550 AC. = 15.509 AC. 15.509 AC. / 22.059 AC. x 100 = 70.3% "GOOD LAND" NOTE - 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, WATER BODIES, 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 WILL BE LOCATED. MINIMUM LOT REQUIREMENTS LOT AREA = 20,000 SQ.FT. LOT FRONTAGE = 75' FRONT YARD = 40' SIDE YARD = 10' REAR YARD = 20' APPLICANT & CONTACT PERSON IVIANNARINO BUILDERS, INC. C/O FRANK AAANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT TEL. # (860) 289-7055 FAX 3/ (860) 289-7121 z 0 S 0 U Q i z o_ o w � o 0 0 0 � uj Q o O Z Q U o � Q o W Q � a 0 0 o I Iw- s® e0� SSG �A. AL po o ISO :'off QD �= No. 9344 , eee�49�� CCAdP�f`T o� o� o °j No. 9344 e ' i � �oo� _--4. /CEN,eD a� 0�0! • S U R N bB►��® 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 I 111 hT", CAIL EAMNEERS Wl;+I?SOR Cc -CTKXIf • WILSON M. ALFORD,JR.,P.E.& L.S. DATE: OCTOBER 31, 2001 SCALE: 1 IN. _ - FT. U U w z z 0 �1 U o o z U) _ U� I CC �' 0 o OnoLjj O (j ow o O Q 00 z! ot O W U O I- Q) > Q I w 0 I- U) Q w 7 P: M00149 D: M00140NT FOLDER: MANNARINO FILE: MANNARINO-BLOZE TYPICAL SIDEWALK DETAIL NOT TO SCALE BIT. CURB TO WN 0 WNED RI GH T OF WA Y AND PA VEMEN T SEC TION NOT TO SCALE 50' - O" RIGHT OF NAY - LOCAL VARIES 25' LOCAL 12LOCAL 13' LOCAL 1, 4, ` y 3,1 ; 1/2"0' �• , 1' I%2" P X-PORNIFD Too RADIUS TOOL EXPANSION JOINT MIL ���f " r " 4 TOPSOIL 4 J SEED RIGHT OF NAY 6" PROCZ-SSM TRAPROC.K RASE _ (COMPACTED) MEET GRADATION M05.01-1 6" MIN. DAW: RUN GRAVEL 5UBWA5E OVER ♦RREPARED SUBGRADE WC N" li"•cLTT�r• GRADATION OF M2A6 GRP.DIN6 B STREET Llt E R.O.N. VARIES -4- MEET 1' �- MEET TOP OF CURB, OR EDGE OF 6" -- PAV ff,ENT IF NO CURB EXISTS 3,1 MAX. 1/2":1 1/4":1' RESIDENTIAL BIT. CURB 4' Ta'SOIL t 5EED MATCH EXSI5TING 4' TOP501L 4 SECD C�LIND 8' PROC :SSW OR B,6M RUN GRAVEL MEET 6RADATION OF M .06 GRADING B OR MS.OI.I. 5" COtIC. 5I0F3VLK 0" GONG. AT DRIVFS YM 6'X6 A0A0 YMFZEHMV CONCRETE SIDEWALK HANDICAP RAMP DETAIL NOT TO SCALE SIDEWALK GRASS BITUMINOUS CURB LINE 514A AS AMENDED iF GURs EXPANSION JOINT A-i' BACK OF CURB AND AT 51DENALK LINE. —SLOPE NOT TO EXCEED It 12 GRAS5 5' MIN. 3'-4" MAX cork rE 13.0 T.O.C. BITUMINOUS CURB TYP. FIN15HED PAVEMENT LEVEL (BOTH SIDES) SURFACE SHALL BE TEXTURED AND NON -SLIP. »: DRAINAGE DESIGN IN THE VICINITY OF RAMPS SHALL BE AN INTEGRAL PART OF THERAMP DESIGN. NO DRAINAGE STRUCTURE SHALL BE PLACED NITHIN THE LIMITS OF THE RAMP. COLLECTOR DRAIN DE. -TAIL - NOT TO SCALE PROP05ED GRADE z_ ID+2'•' z_ 12" g" 12" MIN MIN PAVEMENT 5EGTION OR LANDSCAPING (5EE PLAN) WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, 12" MIN., 24" MAX ABOVE TOP OF PIPE APPROVED BAGKFILL PLACED AND COMPAGTED IN 12" LAYERS NO STONE LARGER THAN 6" (50 1­135) COMPACTED SAND FILL PLACED AND GOMPAGTED IN 6" LAYERS. MATERIAL SHALL MEET D.O.T. SAND 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. M.0I.01 FOR 3/4" STONE. (BAGKFILL TO CENTERLINE OF PIPE IF ADS N12 15 USED) L OCA TION MAP - SCALE: 1 INCH = 1600 FEET ALL MATERIALS PRE TO MEET C.OPtL DA.T. 5RE�IFIGATfOkS FORM 814A A5 fD L FZ U r in 25' LOCAL 4�'�It RR- �5� 13' LOCAL 12' LOCAL ILI SIDB^IALK - SEE DETAIL PLJ ATION " a Ly �L GRADE _ 3/8• , I' Bind" V2' , V V4' , I' Y v� ` r 1 D J'� -- " L• N O 4� TOPSOIL 4 �� RR � !n f s#litii�, FOR SIDE STRUT GRA55 STRIP h I�f� 0 Q I-U2" BITUMINOUS A55 CONCRETE CL2 RE5EFLVE12FOP, S1fi1FnGE DOUR (GORT'AGTEA) AND HYPRANT5, I-V2" BIiVMINOVS GOfiGRE1E GLA56 I POLES, ETC. WINDER COUIRrE (GOMPACE TD) FOR LOCAL ROADS IF PAVINfi I5 DONE x?n AL IFLAGED. 2'OF �. BI�NCOURSE LBE w ,•�S `7{L+,j`� `1\y`''y7, Jll l ..idk( ,_{..It��(lI,- •� I 4 1I ()jr •1'' yyr.I/� '''r�.(y,'' \.Jlk Sr. { Y 'I �.''�Y�IJ.' ..«..."t fmd I \ \ 1^. i' Y�/ , �_s C'� )k tll, AGTAL DEPTHS d MATERIALS SHOULD 5E'. BASED ON A PAVEMENT DESIGN FOR EACH ROAD. DE516N TO BE SUBMITTED TO AND APPROVED BY TOWN ENGINEER. PERMANEN T PA VEMEN T PA TCH NOT TO SCALE EXISTING PAVEMENT •� .• 12" 12" MIN. TRENCH MIN. HIDTH VARIES SEE: TYPICAL TR.ENGH SECTION, SEGTION AN -CUT AND SEAL JOINT KITH TACK COAT M 04.01 I" OR 1 1/2" (COMPACTED) GLASS 2 BITUMINOUS CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 2" OR 1 1/2' (COMPACTED) GLASS I OR 2 BITUMINOUS CONCRETE BINDER COURSE (OR MATCH EXISTING, IF GREATER) M 04 6' (COMPACTED) PROCESSED TRAF'ROGK BASE.- M 05.01. 6' (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED 5U55RADE (TRENCH BACK FILU M.02- GRADE, B (OR PROCESSED TRAPROGK) NOTES 1. ALL SAN GUT AND SEALED JOINTS TO BE EITHER PARALLEL HrM, OR PERPEN- DICULAR TO, THE CENTERLINE OF THE PIPE. 2. ALL MATERIALS ARE TO MEET FORM 514A, A5 AMENDED STANDARD WA TER TI GH T MANHOLE FRAME & COVER NOT TO SCALE III=III=III= I I I=1 I I1 I I1 1�I- -III 1=1 SEWER 1=1 :III- — — -III- rTAIL "A" 32" 43 COVER DRILL & COUNTF.RBORE 1/2" DEEP FOR 1/2" SOCKET HEAD CAP SCREW. (2 PLACES IN COVER) SPECIFICATIONS: COVER ---_STAINLESS STEEL SOCKET 1. Pattern shall be no. 1012 WT manufactured by HEAD CAP SCREW - 1/2" �13 THD. x 1-1/2" LONG. The Cambell Foundry Co. or approved equal. 2 REQUIRED LOCATED 180 DEG. APART. 2. AASHTO HS20-44 highway loading. 3. Material shall be gray cast iron which meets 1/4" FLAT NEOPRENE GASKET or exceeds ASTM A48-83, class 30B. DRILL & TAP HOLES IN FRAME FOR 4. All castings supplied with:1/2"-13 THREAD CAP SCREW. ROM COUNTER BORED -Machined bearing Surfaces LOCATEHOLES ENFCOVER (IN 2 PLACES) DETAIL "A" -Non-penetrating pick holes -1/4" flat neoprene gasket -1/2" diameter stainless steel cap screws TYPICAL PLANTING DETAIL NOT TO SCALE GR-L PAS TRIM ef;tA P To !$MCOM:> �F^iiA1 h�V TIM 11ROM 'icy' A �I 0'in SALL3 roR 50TH rzams AA] I';1 5-9%)eo TRM a � PL,&,NTII MIX I"TYP) MISCELLANEOUS MANHOLE DETAILS NOT TO SCALE TAKE GLA -3/16" 14" ELASTOMERIC MANHOLE COUPLING it 1-3 tr 8 ;1/4" 8-1/4" SECTION A -A 1/2" GRADE 60 STEEL REINFORGEMENT J PLASTIC OR FIBERGLASS MANHOLES INSIDE FACE OF MANHOLE'' .' ''•t FLEXIBLE SLEEVE PIPE: STAINLESS STEEL STRAP FLEXIBLE MANHOLE SLEEVE MANHOLE PIPE CONNEC77ONS TYPE "C" CATCH BASIN DOUBLE GRATE TYPE ll- NOT TO SCALE 2" 2'-10 " 2'-10j" r1' /22" rJ �urrrrrrrrrrrru ar narrrrrrrrrrn� FRONT ELEVATOOI S4X9.5 3'- NOTE: USE C-L GRATE FOR A TYPE C-L DOUBLE GRATE BASIN. 2 - 5/8" HOLES FOR #4 BARS 7' - 4" LONGS 2- #4 BARS P� CRpss �3I0" LONG � ---_PRE CAST i CONCRETE UNIT ALL JOINTS TO BE POINTED FLUSH &FULL PRE CAST CONCRETE OR /CONCRETE MASONRY UNITS DETAIL "A" 10 4 TOP OF FRAME APPLIES #3 STIRRUPS 0 9" 3 - #4X4' - 0" LONG ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR BRICKS, 6" TO 12" 2-I1 4" STEEL I -SEAM jj S4X9.5 3'-6" LONG s" IASONRY UNITS) PRE CAST SUMP OR SLAB —(OR EQUAL) 3500 PSI _6" OF 3/4" CRUSHED STONE SIDE ELEVATION NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE 2 4" X �„ SUFFICIENT TO MEET HS 20 LOADING. TYP.) 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETES BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. CAST IRON MANHOLE FRAME AND COVER NOT TO SCALE 8- 1 1/2" DIA. BONDING HOLES R 2- 1 1/2' HANDLING H W 4" 1 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 WI1H VENT HOLE IN CENTER. I� ti1.911,A.'`0, @oe�P V\. ALp0" -,( �a �O , o g No. 9344 o'ppFF.;lCENS�•G`�a�oeo4 E p •s®`�osaaeg pl0eeaeppl 4! Q f ........ .lL ow i " / ®"o AL No. 93444. C� 0• , gll pp0 �Baa S U�gp� eaaasamD TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL ME ENGA WILSON M. ALFORD,JR.,P.E.& L.S. DATE: OCTOBER 31, 2001 SCALE: 1 IN. _ _ FT. U U w z z O U z 8 V) N Z o z '� U) DO ° O� STORM ALTERNATE MANHOLE I J O O � O � O � � tuul Q ry no Q 0 LLJ o 0 El MOD Ld W 0 ❑ Z W U ° O OQ �zw CL- w �0) z E- Cn Q I w 0 0 E- Q SECTION A -A CAST IRON COVER w D• 1,lnn1A0 APPLICANT & CONTACT PERSON MANNARINO BUILDERS, INC. C/O FRANK A.4ANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNEC77CUT TEL. # (860) 289-7055 FAX g (860) 2,99-7121 n• eann1AnK1-r rni nr-D. 6AAKIN APINIn rri r. aanKininr�iKin-ai n�ir TYPE `C' CA TCH BASIN NOT TO SCALE FRONT ELEVATION 2-#4X4'-C .. TOP OF FRAN >T CONCRETE UNIT T FRAME ELEVATIOP DONC. BLOCKS OR 3, 6" TO 12" 4LL JOINTS TO BE 'OINTED FLUSH k FULL iT CONCRETE OR TE MASONRY UNITS ZED CONCRETE OR CAST SLUMP OR S EQUAL) 3500 PSI 6" OF 3/4" CRUS STONE I v V 1 LJ. 1. MINIMUM COVER OVI 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. TYPE `C-L' CATCH BASIN NOT TO SCALE 71 " 1, _ 67„ 1, _ 67„ �1,2' 2,. /I II i PRE CAST CONCRETE UNIT /ADJUST FRAME ELEVAT101•d 3.5„ WITH CONC. BLOCKS OR -RICKS, 6" TO 12" 1,3 1=3,. 101 1D3„3„ 13" 16 16 16 16 1010 316 , ,,3�,. 2' - 83" N ALL JOINTS TO BE -9 R POINTED FLUSH & FULL LL " Fri PRE CAST CONCRETE OR LL_ /-CONCRETE MASONRY UNITS PRE CAST SUMP OR j N SLAB OR EQUAL) 3500 PSI Al...t.: 6" OF 3/4" CRUSHED 3' 4' R' TAN E 5'-4" NOTES: 1. MINIMUM COVER OVER TOP OF PIPE FRONT ELEVATION 2. WALLAT! IICKNESSOSHALL BE SUFFICIENT TO MEET IIS 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 610EIL TER AND LEVEL SPREADER DETAIL NOT TO SCALE BIOFILTER AREA TO BE SEEDED WITH A MIXTURE OF - REB:) CANARY GRASS, 5055 BIRD'S FOOT TREFOIL, 35% 7 REDTOP, 1596 < LEVEL SPREADER - ti FILL WITH TOPSOIL AND SGREED LEVEL. Z SEED WITH SAME MIXTURE USED FOR BIDFILTER p LAY 5YNT'HETIG NETFING OVER TOPSOIL Q AND STAPLE TO LUMBER. O a s -1 I I-1 11=1 I =111= E'°s�'NO GRAVE'II�III-1 2" X 6" TREATED LUMBER d STAKE EMERGENCY SPILL WA Y DETAIL NOT TO SCALE LOCATION, WIDTH AND LENGTH OF EMERGENCY SPILLWAY /S SHOWN ON THE PLAN 8' 'ASONRY UNI TS) SIDE ELEVATION SEE SHEET 10 FOR CROSS-SECTION OF BIO-FILTER/LEVEL SPREADER AREA LOCA TED BEHIND LOT 5 TOP OF BERM 3 1 SPILLWAY 4" OF TOPSOIL TO BE SEEDED IMPERVIOUS MATERIAL 12" MODIFIED RIP -RAP SEDI MEN TA TI ON CATCH BASIN DETAIL NOT TO SCALE A f - ALL I L- g i_L_.I ` j 4" I -BEAM (9.5 LBS./FT) STD. TYPE 'G' G.B. LFRArMES COVER URB LINE 4 STD. M.iFRAME / S COVER 2' 1� 1-E=1C ft7 OF BAFFLE BAFFLE EVEN Nil GEN"IER OF R� (5EE NOTE) OUTLET PIPE <. r a •.G 41 w.:•:.t • :«..1 0 GONSTRUGTION JOINT -SEALED WITH I" DIA. BUTYL RUBBER OR EQUIVALENT ADJUST TO GRADE WITH MAX. OF THO 'I-COUR5E5 GONG. BRICK e. O O O O + INS DE 4fEIGFff SECTION A -A SECTION B-B NOTES: I. BAFFLE CONSTRUCTION TO BE OF CAST MATERIAL_ WITH THRU HOLES AT OUTLET FLOW LINE, OR MORTARED CEMENT BLOCKS WITH WEEP HOLES AT OUTLET FLOW LINE. 2.5E-E STANDARD DETAIL FOR TYPE 'G' GATCH BASIN FRAME $ COVER, CAST IRON MANHOLE FRAME S COVER, MISCELLANEOUS MANHOLE DETAILS, AND TYPICAL TRENCH SECTION. 3. FIBERGLASS, PLASTIG, OR ALUMINUM STEPS SHALL BE INSTALLED AT 12" VERTICAL INTERVALS FROM 12" (MAX.) BELOW TOP OF FRAME ELEVATION TO 12" (MAX.) ABOVE IN51DE BOTTOM ELEVATION AT EAGH AGGE55 POINT. (SEE STEP DETAIL, IN MISCELLANOUS MANHOLE DETAILS) 4. STRUCTURE SHALL MEET H5-20 LOADING CRITERIA. 5. ALL PIPES SHALL BE GUT FLUSH WITH INSIDE WALLS. STORM MANHOLE DETAIL - NOT TO SCALE SOUTH NINDSOR STANDARD FRAME AND COVER (NOT NATERTIGHT) ADJUST FRAME TO FIN. WITH CONC,. BRIGK ((q" TO 12" MAX.) STANDARD 5TEP5 (SEE MISCELLANEOUS -� MANHOLE DETAIL) ALL JOINTS TO BE POINTED FLU5H AND FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNIT GONGRETE OR BRIGK v - INVERT. 611 'M 4 .• y .' :�•. .l �. •. j4'.. b" OF CRUSHED STONE Lu 0 W lSl 8 11 FIN15HE-D GRADE I (, F6'-4" DIA. NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SIIALL 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. DETENTION BASIN OUTLET (WITH WEIR) NOT TO SCALE Type "C-L" tap and 0'-5 5/Ib" - 4'-6 We, �-O'-B 13/Ib' 0'-6 13/16" I-- 3'-1 3/4' STANDARD PRECAST CONCRETE UNIT lan6•-I 11=8 v2•, OfTLET PIPE MODIFIED RIP RAP PAD - Class "A" Concrete I,o" 311" I,-O' FRONT SIDE GIRGULAR FASTENERS TO BE SPOT WELDED AS DEPIGTED AND ANCHOR t30LTED INTO FRONT OF STRUGTURE WITH MINIMUM 1/2"X3" STAINLESS STEEL BOLTS TF=XXX rnO OF lR=XXX rL-AAA SANITARY SEWER MANHOLE DETAIL NOT TO SCALE SEE CAST IRON MANHOLE ADJUST TO GRADE WITH GOURSES �FRAMt� S COVER DETAIL OF GONG. BRIGK OR GONG. GRADING RIN05 (SEE NOTE 1) o VARIE5 b" TO 12" 1 4 4'-011 . : MANHOLE STEP •rI. " TYP. (SEE STANDARD DETAIL) • !' SEE JOINT DETAIL ` (BELOW) 1',2',3', OR 4' R15ER 4' v SECTION AS REGUIRED BITUMASTIG FOR DETAILS, SEE : DAMP PROOFING ELA5TOMERIC GOUPLING 4'-O" MIN. : '' 4'-0" MIN, AND FLEXIBLE TO JOINT • TO JOINT MANHOLE SLEEVE 3/•4 PIPE I.D. N FLOW CLA55 "A" GONGRETE OR BRICK MASONRY SELF -GLEANING INVERT (oilt' c '. 1 n.. • a. °• 4 4 1NV FR EI_. , • GLASS "A" CONCRETE 1 < : p •' <.' ` •, 8 u •s M 6" IN. BROKEN TRAPROGK 2 DEGREES MAX E L- E \// \ T I OI `l ROUND RUBBER GASKET JOINT SPIGOT S BELL REINF. OASKET JOINT GOLD APPLIED BITUMINOUS SEALER ALTERNATE JOINT NOTES: I. TOP STEP TO DE A MAXIMUM OF 12" BELOW TOP OF MANHOLE FRAME B COVER ELEVATION. 2. IF TOTAL DEPTH 15 TEN FEET OR GREATER, GERTIFICATION OF HS-20 LOAD BEARING CAPAGITY SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 3. SEE MI5GELLANE01,15 MANHOLE DETAILS SHEET. Type "C-L" Top with Type "A" grate I 112" SMOOTH STEEL BARS 4"X8" OPENINGS 25' SPOT WELD ® EAGH JOINT MTTIT-1 1] I 36" I TOP CONCRETE CUL VER T END NOT TO SCALE 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 G" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WALL 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. DIMENSIONS DIA A B G D E F R-1 R-2 12' 4' 2'-0' U-0 515' 6'-0 3/5' 2'-0' I'-i 15/I6' 1'-0 1/4' q' 15" 6' 2'-3" 3'-10' b'-I" 2'-6' 2'-0 5A6" I'-0 I/2" Ill. 15, q' 2'-3" 3'-10, 6'-I" 3'-0" 2'-5" 1'-3112" 1'-0. 24" q 1/2" 6-1 1/2' 2'-6" 6-1 1/2' 4'-0' 2'A 3Ab' 1'-4 13A6' 1'-2" 30" 1'-0. 4'-b" 1'-1 314" 6-1 514' 5-0" 3'-1' 1'-b 1/2' 1'-3. 36" I'-3" 5'-3" 2'-10 3/4' 8'-1 5/4' 6-0' 5-11 13Ab' 2'-0 5/16' 42' 1'-T 5'-3' T-11" V-2" 6-6' 4'-51AW 2'-5 1/2' 1'-10' 48" 2'-0' U-0' 2'-2" V-2" T-0' 4'-b 1/2' 2'-4 1/2" 1'-10" FLAN R- F SECTION Y-Y POURED CONGRET"E CUTOFF WALL L._u` OR PRE GA5T ANGI OR TO CULVERT END 1 END VIEW SECTION X-X NOTES: JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIGOT AS REG2UIRED TO GONFORM TO PIPE. WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS. STRUCTURE SHALL BE PLAGED ON EX15TING SUITABLE GOMPACTED MATERIAL OR 12" GRAVEL BASE. APPLICANT & CONTACT PERSON MANNARINO BUILDERS, INC. CIO FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT TEL. # (860) 289-7055 FAX # (860) 239-7121 i �h400 " ff .co"4%! ®0•C�; • ••AL ,Lt FOR' : 9 No. 9344 0� o F . • • • V\ t,6 ose�s81ONAL 0E�5'00 gaawseoeeaso0 AL ,�,ytroenos�m®P o� : v° RO •��3 4 * ? Bw_ i . o No. 9344 �$ v pw l � /CENS�"•''0 0 �•o`• o®aaBo a�4 4 094 5® TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTIN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL FIN r, "11 CAIL 0m, �]. w mismciomammur 0 WILSON M. ALFORD,JR.,P.E.& L.S. DATE: OCTOBER 31, 2001 SCALE: 1 IN. _ _ FT. F- U F- U w z z O LU U O n , z 0 CIE 0 W In ���0W 0_Lj Luv l a- IrI-,, LQ lug W ©Q W [� (I- Z w ^ z V) Q I w 0 V) w P: MU01 9 D: N100149NT FOLDER: MANNARINO FILE: I',1ANNARINO-BLOZIE VECETA TI VE COVER SCHEDULE - 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. 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 AND BIOFILTER AREAS - 12" OF TOPSOIL AMENDED WITH A 30% COMPOSTED ORGANIC MATERIAL BY VOLUME SHOULD BE PLACED AS A PLANTING MEDIUM IN THE BOTTOM OF THE BASIN AND BIO-FILTER AREAS. SEED AND PLANT AS SHOWN IN TABLES 1 - 4. 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. CROSS SECTION OF BIO-FIL TER/LEVEL SPREADER AREA AT REAR OF LOT 5 NOT TO SCALE SEE SHEET 9 FOR BIORLTFR AND LEVEL SPREADER DETAIL" z Q W VARIES 1 J.5' VARIES J' SEE PLAN SEE BIO-FIL TER AREA PLAN Q W Q � J W W � J 2 1 BOTTOM=264.4 2 1F- co z Q 0 11 W LEVEL SPREADER NOTE - ELEVAT70N OF TOP OF LEVEL SPREADER VARIES FROM 267.0 AND 266.5. SEE SHEET 12 FOR PLAN OF BIO-FIL TER/LEVEL SPREADER AREA. SILT FENCE TO BE PLACED PRIOR TO CONSTRUCT70N OF 8I0-FIL7FR/LEVEL SPREADER AREA EXIS77NG GROUND SEEDING AND PLANT SCHEDULE FOR CONSER VA TION EASEMENT, BIOFIL TER AREA AND DETENTION BASIN - Tzblle 1: Seed MW for Biofillter Areas and IDetentIOD B33in (New Enghznd Welmtx*) Common Name Scientific rinse Fringed tgedgc Gareh crinita @caned sadgo Carcx cmcea 1=oes+l Manna grase GI ceria roWat;a Lurid erd c Gager IurWA Niue vervain VdrbC11A hastaata Green bulrush 5GIr us atrovirens Woolgrass 5clr u rinue; Joel~ e-wwd EuELt2rmdeIpfiue mfaculatus Clam arundinaces Wood aced rays Hop sMge rex iu ulins 130"deat E~u atorium Lafolistum ��'tg r051r19 albta Echinochloo =154410 Darnyard grass Ptatygonum s . 5martwtxda Nlcicns 6 5tickG' h� ` This is available at New England Wetland Flant6, Inc. of AmhcrSt, MA Table 2: Live Propagules and Aquatic Shrubs for Proposed Biofaters Bud Detemdoa Basin' (Zones A and B) Common Name Sclentiiic Name Hydromene Maum xim" S *dog Proposed Namben Planted Form Lurid vaelge Carex lurwa ZONE A 1.6 O.C. 30 Live "agule or whole }plant Fri ed sedge Carer crinita ZONE A 2.0' D.C. 40 Live agule or whole pLyn Dtw flag iris Iria vereicolor ZONE A 1.5 O.C. 20 Uvc propsouk or whafe nt SwArr� miliavem $oFt Rush - ar, Incamaue Juncus effusus ZONE A ZONE A & D 2.O' O.C. S.0' O.C. 40 60 Live Live,agufa ETpagul& or whole plant or whale Wool gcyab 5Zi e rims ZONE A & B 3.0 O.C. 60 Live a le or whaleplaot Thra bulrush 5cirrus pumqcne ZONE 13 3.0' O.C. 40 Uva propsoule or whole pumt Mrowitcad 5s ?mAris Istafoii8t ZONE 6 3.D' O.C. 40 Live ETpoqula or whole plate 9urrwd 9 argenlum americanum ZONE B 4.0' O.C. 70 Live propooule or whale platit 601'trttem bulrush 5c1s vafidua ZONE B 3.0 O.G. 6o Live u<e a whala nt Mud Intarn Ails rmnwa to uavoo ZONE 6 3.0' O.C. 60 Lrve pro Too* orwhoio plant Flcicereltveed But Conbush Pontederis cordcsta G Iantbtts vorMentoW ZONE B ZONE 6 3.0 O.C. ra.a O.C. 202 10 Live pmpaquLes or wiwle plant Potted &nt 3'-W in he ht NOTES- 1. ZONE A. PLANTS TOLERATING UP TO 3" OF INUNDATION AND PREFEMNG SATURATED TO M016T CONDITIONS. 2. ZONE C: PLANTS TOLERATINO Ur TO 12"Of INUNDATION AND PREFERRING SHALLOW WATLK UP TOO". 3. THE PRE5CRIOED PLANTS WILL DE LOCATED IN THE FIELD UNDER THE eurEW510N OF A WETLAND S705NT15T. ` Roughly balf of lire n at iials w it be plavtd in die two proposed biofflknt, while d%e balance will be plawed is the p Woml &k Wan basin Butivubush will be plantal in tbe detention basin only. 2 To be planted only in iris detenfion basin sumps. Table 3: Deciduous Sapffngs and Shrubs for Diofldter and Detention Basins suit slopes' Common Name Scie>Rtiiic Minimum Maximum Flunted proposed Name faltstalled Sine spalctug Forme Numbers 'Zed pwpla Acer rubrum 3' to 4' 15' O.C. I DO or container 6 Groan mob Frmdnus ert amen V to 4' 19 D.C, 00 or wtiUiner 6 Nark Bunt Nycsa sylvatica 3' to w 16 D.C. or container 6 Pin Oak GQucrwr alu6tris VGo 4' IF O.C. 68SEt or container 6 ShiadWow Ametanchicr caxlada"Sle 2.5' hei ht 8' Q.C. Pottzd Sant 10 Highbutsh blueberry T'ueey WII1taw Died chakebasYy Sweet ueh Vaccinium corymbooume 5alix discolor Aronisa meianoaa a Cicthm 01nlfivl1a 2.5' ha' ht 2 5' h hti 2V height 2.5' height 8' O.G. V D.C. 8' D.G. 8' D.G. Potted plant Potted plant Potted r1ant Potted plant 25 15 to 25 ) bar myrica RT6*,q"Ica 2.5' hei hG 8' Q.G. Potted Tarn; 25 IVQTE9: 1. THE5E PLANTS WILL 13E PLACED IN THE FIELD UNDER THE 5UYERIV15I0N OF A WETLAND SCIENTIST. 2. THE 510FILTER AND DETENTION DA51N SIDE 5LOPE5 SHALL 13E 5EEDED AT A RATE OF 35 LBS/ACP.E WITH 1t iE NEW ENGLANI3 E aION CONTROLIKE5TORATION MIX (for Detention Basins snd Moist 51tes). AVAIL.A5LE AT NEW. INC., OF AMHEKOT, MA. To be planted in some species groWinss of 2 to 4 plants. z No more than. 2W6 of plants to be p1satcd on side slope of biofiitetr basins. No trees to be Planted at biofilter basin for Phase 2 of project Tvb'e 4: Deciduous Saplings and Shrubs for Conservtion Easetnc i mts on Lois 9,10 s►>llld 11(Ph2m 2)' Common Name Sd4eAtifle Minimum Maximum Phtated Propwed Name bat k led San Sad Form Numbers KC-4 Tg IC Acer rubrurn 3'to 4' 15, O.C. D&B or C.otttsllner 3 Pill 0,oic Quercus paluvtrio V -to 4' 15' O.C. 150 or container 4 5haclblow tta Atneianchier caden 2616 F ha ht 6O.C. rot plant 8 Highb eh Nu6arry Vocelnlum corymboeume 2.5' height 8' Q.C. Potted &rrC 115 Pussy VAIIOW 5alix 6115color 2.6 height 8' O.C. Potted plant 6 Cat. dogwood Comus rscemasa 2.5' h ' ht 8' O.C. PO t'M plant 15 Amerfean I aMmut Co u5 americans 2.6 he' ht 6 O.C. Pottm Elent 15 Bryi'erry Myrica paneyfvarlics 2 5' he ht 8' O.C. f orW pLant 10 NOTE5: 1. THE5E PL.ANT5 WILL 13E PI ACEI3 IN THE FIELD UNDER THF_ !3urERIV1510N OF AN ECOLOGIST. 2. DECEA5ED TI�EE5, INCLUDING AMERICAN ELM, WILL BE REMOVED FROM CONSERVATION EA!aEMENT AREAS rRIOR TO 17LANTING. NOTE - PLANTS IN TABLE 4 ARE IN ADDITION TD THE PROPOSED NORWAY SPRUCE 7REES SHOWN ON THE SUBDIVISION PLANS PROPOSED J' - 4' TALL NORWAY SPRUCE (PICEA ABIES) TO BE PLACED AND SPACED AS SHOWN ON THE SUBDIVISION PLANS BITUMINOUS CONCRETE LIP CURB SECTION NOT TO SCALE 8" ~�- R 1 �R2» ZZ 0' 7.5" FINISH BIT. GONG. __- BIT. GONG. BINDER - )'PE "K2 " E31 T. CURB NOTES: I. TACK GOAT TO BE APPLIED PRIOR TD GURB PLAEMENT AS REQUIRED BY TOWN. GOATING TO BE APPLIED PER M 04.OI.IcI4. FORM 814 A 4" TOP501L 4 SEED BASE DETAIL OF TEMPORAR Y 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. A.D.S. PIPE FOR PERMANENT DETENTION BASIN PRIOVIDE 15" A.D.S. PIPE WITH 12" OPENING STORM DRAIN TRENCH NOT TO SCALE PROP05ED GRADE ID .+' 2'' . '5' MINIMUM . 12" ID 12' MIN MIN PAVEMENT 5EGTION OR LANDSCAPING (SEE PLAN) WARNING TAPE PER GONN. GENERAL STATUTE 5EGTION 16-345, AS AMENDED, 12" MIN., 24" MAX ABOVE TOP OF PIPE APPROVED BAGKFILL PLAGED AND GOMPAGTED IN 12" LAYERS NO STONE LARGER THAN Co" (50 LB5) GOMPAGTED SAND FILL PLAGED AND GOMPACTED IN 6" LAYERS. MATERIAL SHALL MEET D.O.T. SAND M.08.01.21 5/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIREGTED BY THE ENGINEER MATERIAL SHALL MEET THE D.O.T. M.01.01 FOR 5/4" STONE. (BAGKFILL TO GENTERLINE OF PIPE IF ADS NI2 15 USED) SANITARY TRENCH DETAIL - NOT TO SCALE LAWN/ GRO55-COUNTRY STREET/ PAVED AREAS 4" MIN. TOP501L 4 500 OR SEE PAVEMENT SECTION (SHEET S) SEED 12" APPROVED GRANULAR NON-ORGANIG BAGKFILL MATERIAL PLAGED 4 COMPACTED IN ONE FOOT (19 (MAX.) LIFTS. - WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, A5 AMENDED, 12" MIN., 24" MAX ABOVE TOP OF PIPE 12" O.D. 12" MIN PIPE MIN SAND BLANKET PIPE 5/4" BROKEN TRAPROGK LEGEND -I- A-15 WETLANDS FLAG NUMBER WETLANDS WERE FLAGGED BY JAMES M. McMANUS, SOIL SCIENTIST FROM REMA ECOLOGICAL SERVICES, LLC, IN AUGUST, 2001 AND FIELD LOCATED BY ALFORD ASSOCIATES, INC. x 160.0 EXISTING SPOT GRADE EXISTING CONTOUR 160.0 PROPOSED SPOT GRADE 16p PROPOSED CONTOUR GRADE TO DRAIN PROPOSED HOUSE LOCATION, SIZE AND SHAPE ARE SCHEMATIC AND REPRESENTS ITS SUITABILITY FOR EACH LOT FF= J16.5 FINISHED FLOOR ELEVATION GARAGE= J14.5 GARAGE FLOOR ELEVA77ON BASEMENT= J08.0 BASEMENT FLOOR ELEVATION WALKOUT BASE.= J08.0 WALKOUT BASEMENT FLOOR ELEVA7ION FD FL= J06.8 FOOTING DRAIN INVERT ELEVATION AT HOUSE SAN. FL= J04.0 SANIATARY SEWER LATERAL INVERT ELEVATION AT HOUSE PROPOSED MIRAFI FABRIC FENCE PROPOSED RIP -RAP PLUNGE POOL ElMERESTONE TO BE SET BY DEVELOPER O IRON PIN TO BE SET BY DEVELOPER - ❑ PROPOSED WOOD GUARD RAIL DETAILS TO BE FURNISHED TO THE TOWN ENGINEER PROPOSED UPLI_TTES. SANITARY SEWER _S_ _(D- SAN. MH ----S---- S=J60.0 P .FM - 0 CO SANITARY SEWER LINE AND SANITARY SEWER MANHOLE SANITARY SEWER LATERAL TO HOUSE FLOWLINE OF SANITARY SEWER LATERAL AT THE MAIN LINE NOTE- LATERALS ARE 6"0 AND 2.01*-' MINIMUM SANITARY SEWER PUMP SANITARY SEWER FORCE MAIN CLEANOUT (AT GRADE) STORM DRAINAGE - D STORM DRAINAGE PIPE CB STORM FE MH FLARED END STORM MANHOLE CATCH BASIN - FD - FOOTING DRAIN LINE FD=J60.0 FLOWLINE OF FOOTING DRAIN AT MAIN LINE PIPE SIZES: - INDIVIDUAL FOOTING DRAIN LINES SHALL BE 4 "0 - WHERE DRAINS ARE COMBINED WITH EACH OTHER OR WITH ROOF DRAINS, PIPE SHALL BE 8"0 - DRAIN LINES WITHIN THE TOWN RIGHT OF WAY SHALL BE 10"0 CV CHECK VALVE (BACK FLOW PREVENTOR) TO BE INSTALLED ON FOOTING DRAIN LINE AT HOUSE O CO CLEANOUT (AT GRADE) --- C - 8"0 ADS N-12 OR PVC FOOTING DRAIN COLLECTOR LINE NOTE. A RODENT SCREEN SHALL BE PLACED AT THE END OF A F0077NG DRAIN LINE THET DISCHARGES ON TO THE GROUND. WATER SERVICE - ------- W-------- WATER MAIN W WATER LATERAL TO HOUSE H iIDRANT WA TER NOTE.• FINAL DETERMINATION OF WATER MAIN AND INDIVIDUAL HOUSE CONNECTIONS SHALL BE COORDINATED WITH THE WATER COMPANY UTILITIES NOTE.• ELECTRIC, TELEPHONE, CABLE TV AND GAS SERVICES ARE PROPOSED BUT HAVE NOT BEEN SHOWN. FINAL LOCATION OF ALL PROPOSED UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. ■� ■ sa®� ■ DIVERSION AND LEVEL SPREADER IMMEDIATELY AFTER "BOXING OUT" ROADWAY AND SIDE SLOPES, DIVERSIONS AND LEVEL SPREADERS TO BE INSTALLED APPLICANT & CONTACT PERSON MANNARINO BUILDERS, INC. C/O FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNEC77CUT 7EL. # (860) 289-7055 FAX # (860) 289-7121 J 0 m Z O z � z > o O � Z � O Z J C) _ O Z O W � � U O Q O U o w � o N � N o ea!!!oF CONAI•'••o eeQ �.�fG M . A L FO�'�••�. No. 9344 /CENSE�G�oOe, V••��FSS�ONAL n!4!y oyy!!O� COihb ~v••• se - .• ALFO�..•�a 3 x'" ?11 z* No. 9344 i sP®"e9H O'S U RN oy/y6i TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL CML ENGINEERS 1Rr9, CON ECTK= • WILSON M. ALFORD,JR.,P.E.& L.S. DATE: OCTOBER 31, 2001 SCALE: 1 IN. _ - FT. f- U F- U w z z 0 U O N1 o o cr- I FL J o V) w 0 v� O Ow 0 Q �1 Q m w O Q Q 0 n z z I- w Ld co z Qf V) Q Ld 1 w 0 U) F- w P: M00149 D: M00149NT FOLDER: MANNARINO FILE: MANNARINO-BLOZIE SANITARY SEWER FORCE MAIN NOTES - TYPICAL SIMPLEX GRINDER PUMP STATION LAYOUT NOT TO SCALE EXISTING MAIN ELECTRICAL SERVICE PANEL WIRING BE7VEN PUMP CONTROL —1 PANEL AND THE MAIN SERVICE I L __.. — ._......,.. J i PANEL BY THE CONTRACTOR. PROPOSED PUMP CONTROL PANEL,/DISCONNECT ON EXTERIOR # I OF BUILDING BY THE CONTRACTOR EXISTING I ENCLOSURES ARE TO BE INSTALLED HOUSE & SEALED TO PREVENT MOISTURE ENTRANCE. PROVIDE (2) CORROSION I GARAGE T _T � EXISTING ELECTRIC POWER METIER SEAL ELECTRIC SERVICE CABLE ENTRANCE INTO PUMP CONTROL PANEL WITH FITTING PROPOSED UNDERGROUND CONDUITS GRINDER PUMP WITH CONDUCTORS L.P.S. CLEANOU T NOT TO SCALE SLIDE TYPE TOP EXTENSION (5 1/4- DfA X 12" LENGTH MARKED "SEVIER") .Yip ; MALE BRASS HOSE NIPPLE 2"NPT X 2 1 /2" HOSE THREAD AND THREADED CAP 2" THREADED —` STAINLESS STEEL NIPPLE QP MALE THREADS) STAINLESS STEEL 45' ELBOWS IP FEMALE THREADS 1--1/4' FORCE MAIN CONNECTION TO SEWER IN STREET TOP FLANGED VALVE BOX (MARKED -SEWER-). 12" MIN. STAINLESS STEEL NIPPLE (IP 2x BRASS BALL VALVE MALE THREADED CURB STOP (!P X IP FEMALE THREADS) CROSS --SECTION TYPICAL CONNECTION LPSS IN MANHOLE NOT TO SCALE 12" MIN. PAVEMENT REPAIR AS REQUIRED APPROVED BACKFILL 2" SCHEDULE 40 PVC PIPE MALE ADAPTOR —SOLVENT WELL? TO PVC PIPE PVC FORCE MAIN 1-1/4"0 DIAMETER t — REDUCER TO CONVERT TO 2" PVC 2" PVC :RETE THRUST BLOCK SANITARY SEWER MANHOLE A. LOW PRESSURE SEWER LINE GRA VI TY SEWER PUMP DETAIL - NOT TO SCALE PUMP CONTROL_ --� PANEL w BUILDING SEWER PIPE CONCRETE ANCHOR AS REQUIRED BY MANUFACTURER TO PREVENT FLOATATION FORCE MAIN CONNECTION TO LOW PRESSURE SEWER NOT TO SCALE STREET 4" TOPSOIL 000 BACKFILL MATERIAL. SHALL NOT HAVE STONES LARGER THAN 3" ------STREET LINE PROPERTY TO BE SERVICED 2' L LOW PRESSURE SEWER (L.P.S.) ' P.V.C.. S,D.R. 21 FORCE MAIN 1-1/4" OR 2" AS REQUIRED L.P.S. DIA. X 1-1 /4" P.V,G. SERVICE 'TEE I I 1 1/4" P.V.C., S.D.R, 21 NOTES - 1. CURB STOP AND EXTENSION, BALL CHECK VALVE WITH REDUCER FITTINGS ARE TO BE PROVIDED AND INCLUDED IN THE UNIT PRICE FOR 1-1/4" P.V.C. FORCE MAIN. 2. FINAL PROPOSED LAYOUT OF 1-1/4" P. V. C. AND 2" P. V. C. SDR-21 FORCE MAIN CONNECT70N TO BE APPROVED BY THE TOWN ENGINEER. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF ALL MATERIALS TO BE USED. ISH GRADE 1 -1 /4" BALL CHECK VALVE DESIGNED FOR USE WITH SEWAGE PUMPS, 1-1, FOR 3/4" CRUSHED STONE UNDISTURBED NATIVE MATERIAL 14" PVC ;E MAIN PIPE SERVICE BOX -SLIDE TYPE WITH HEAVY f OOT P]7 CE. COVER SHALL. BE CAST VATH "SEWER" LETTERING. 1 1/4" P.V.C., S.D.R. 21 FORCE MAIN CONCRETE THRUST BLOCK FORD BALL_ VALVE CURD STOP 811•-677 OR APPROVED EQUAL r u I GRINDER PUMP STA nON i 1. LOTS #2, #3, #4, #5 #6 AND #7 WILL BE SERVICED WITH INDIVIDUAL GRINDER PUMPS AND A LOW PRESSURE SEWER SYSTEM. 2. THE LOW PRESSURE SEWER WILL DISCHARGE INTO THE PROPOSED GRAVITY SEWER MANHOLE #3 TO BE LOCATED IN STONE CROSSING. J. RECOMMENDED PUMPS: - GRINDER PUMP, MODEL 2010 AS MANUFACTURED BY ENVIRONMENT ONE - ULTRA CA PUMP, AS MANUFACTURED BY BARNES PUMPS, INC. ALL OF THE SIX (6) PROPOSED HOMES SHOULD USE THE SAME TYPE PUMP. EACH PUMP SHALL BE INSTALLED OUTSIDE OF THE HOUSE, IN LOCAT70N AS SHOWN ON THE PLAN. 4. LATERALS SHALL BE 1-1/4"0 SDR-21 PVC PIPE. 5. THE MAIN LINE SHALL BE 1-1/4 "0 SDR-21 PVC PIPE BETWEEN THE LPS CLEANOUT AND THE INCREASER AND 270 SDR-21 PVC PIPE FOR THE REMAINING PORTION OF THE LINE RUNNING INTO SAN. MH #J. 6. REFER TO SHEETS 11 AND 16 FOR LOCAT70N AND ADDITIONAL DETAIL OF FORCE MAIN. ele OV CONIV L "*♦ ee .'•.. ♦*OO�QC Boa �4 . AL No. 9344 �. �o' -/CENSEO ��\4 v00 ♦"fV F ,. \ ♦♦♦.ONAL ENe1100 eeee' 0 CANIV 1AL St No. 9344 ♦•♦• �� I S U R 14 ,610000 z 0 in w w F- a 0 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTIN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL !If�T'Ti Vv CTK= WILSON M. ALFORD,JR.,P.E.& L.S. DATE: FEBRUARY 26, 2002 SCALE: 1 IN. _ - FT. U_ Q W 0 z z O U O q o 0 cr- w O 0O 0 O OLu� ` u- o ¢ �� uu m coLli oll O V ci O � F- I— CL w ¢ Q p., I w V / w APPLICANT 3c CONTACT PERSON MANNARINO BUILDERS, INC. C/O FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNEC77CUT TEL. # (860) 289-7055 FAX # (860) 289-7121 n D. canna en fl. .Jr, r,. .cur rry nro. ..�vu .r,n.J� ru r. we AAIAIAntA I(1 n� �-�ir \ IAKLN tKUM S'UGUIVISIUN I'LANJ ' ems- " `� vP FOR CHASE ORCHARDS EXISCON . 1B -1D -�' = •D- - �\ JQ YD #7 274.2 B-1 CONC. ONUM,(�hT7.7^Go.�_--''- �� TF=275.5 x B-2� 272..6 n B ,1A26 6 t. ��,.'+65. �\\1 10' INDE ACCESS DRIVE 280.E ' - 2 i5 ` -3, B-, \269• B 6C FLARED END #1 �6' / \ j IJ G _ \� &L=270.4 �.\ 283.0 W/RIP-RAP PLUNGE PODL - - EXIST,IR984PIN 265.9 .................. . SPACE _, •. ........::::•:::s:��:: - -_ _ + + _ ": �+ + +• + + ____-_,.._.• OPEN -. - _ - SION , OS SOBO� 294.n .::.:............... _- *++++++}+, 26:88 26 .. w +++ 49 CHASE ORCHARDS - ` ------------ ----- i ::.:..:. :::`... r` _ F� 2�r ,X-__ i6 4 -+* * ON -- -- _�- ::� �l t.�` -- - X 2aS 8 _ ++#, + ?s c 0 0 A �C CARLS 798.3 ', - zg4.2 �3.7 -� Z '? ao � � + +�+ s,� � � z N/F KENT AN - ------ 299.7 �-TF=285.5 a �. `t; E,s:$ - G�,gF'S'1�,9" 4i 26 ?+ ++++++ Q o 0 288.0 ice^ U.8 . \�.� 27,5` �{'1, �ifiT ,iON c ` 6'�y +�$4` *. ti.. Z 2 Q P 2pg1 `� `` X,2a4.n ``j�.iSo.s' .S ��Ss �? 2 z ° w � 300.6 O �_ 8(i.7 a�a' �✓ FFT o0,1, 4�i w SHED AND LAWN AREA ALL - ------'- ------ -- W i �282 jY,278.0/tiF,i U ENCROACHES; ON TO THE SUBJECT PROPERTY �g? s�oNe W 298.4 s x2" MON PLUG �� z Q & e 4woFF y �o �4,9 BIOFILTL ,4R£A 264.4 - 1`4`-, 3 w ':, i 'o ry ry �o J� �� • a,,,,�„ ��;i�\\279 0 0 a o e i\ f5 �0� Z ry k '�s • • �� ,\c \i NcFp l 4.9 X 1 81.6-? o o o c (g� �a 33 r N 299.0' 0-22 t Q �eQ���� • = - --- G� X 283.5 r> -` �� J J 2 a X ` ` 3r?0.�, `� �� 297.3;� j ��`` 7; N� 4 1,906 SQ.FT, s> Z ¢ ¢ o s Q o 0 -°- `` �W0.0 % `t 1' `"�' - 0.939 ACRES co o O W a 0 0 I 44,219 SQ.FT. 290.0r X EMST! Rox 1'!r, '4 1.015 ACRES ---- I �1' 83 6 o A U O g w¢ ¢ 3U2...3 30Q3 �- �2�986 \ / 6°�ATE'VALVE- yi__--------- - c� 5�[ Q ¢ O Q O'2g9 13 \ . OPEN LEFT,.:- _ 1•.5 10 C-23 298.45 D-21PS cLEANour -�! 299.0 297.8 \\ ,---- ----_ - CB #5 TF=293.3 i N N N --J PROPOSED \MI TIGA TIOIV _ AR_ EA - 300-- 2-8" FIELD- GASKETS \ -9. o 0 o N cy No N o \ I I o o w 22X o 3u1.3 12 � FOR DESCRIP770%V OF'PROPOSAL, REFER TO REPORT X 29s'3 ` - - �� �' 85.3 `C4 11 °J - - ' C-22 299,56 ��` .l BY GEORGE LOGAtQI; SOIL SClEN71ST, AT REMA ECOLOGICAL t 85. FD FL=292.0 - "� N iO3.77�^' = 'D-19 SERI9CES LLC EN�'RED- "SOIL PIT INFORMA170N & #4 4.ax ' ''• ''.. %� -:r )2.3 �' } .�� 2 7'a HABITAT E•NHAIVeCEM NT OPPORTUNITIES" DATED _ -� fJ =296.5 YD # \ �8,``' ' POR71ON OF SUBJ CT PARCEL TO BE DEEDED TO ABUTTING D-20 ' _ - PROPERTY OWNER�(PROPERTY N/F KENT A. do AUCE J� CARLSON). I 29e.0 JANUARY 22, 2002, Cr AREA TO BE C DYED = 2,900 SQ.FT. /J 1 D-18 p , FM 4 x 2ER \ RY `� - `0 .♦♦�F C:OfV1V�"�i r ✓ 1 r 4 1 1 EAS RA F ♦�' O �i �c, , 1 R 0 . / c ,....,,,. IL, <,,...4 0.067 ACRES 298.0 .AMP 293.8 6 • F \ - --- CEP_ ANCE ��� . r\ P'-�• X CONVEYANCE �f• PROPERTY /S SUBJECT TO AC \\ J_ o/� ,�\o, _ 70CK � _, L= � BY THE ABUT�'ER. 1 i S F o / C�20 �/ \\ FM ` ; ► DA-, 3.0 35, 035 SQ:FT, ; '' _ �� l •f %/i P ,'t< Z`3 D x , . P.804 ACRES 17 No. 9344 ? `- '' "`. ,,`, �" 1 V ''•,__ / iI ,; `,a.R 4\\\ CVO:;' ,^W�' t `•'1 �4c0 �� _ �-• A'P- ,4'��''', C-19 . wwJJ\\ *.-.!cENsE°,'\� o 3U0.3 `� ( J `' �` \ �{�. 11 �. �; t d `/, i` 5C 3t N ,X 296'3, `-1 %;' I"NAL ' �a0�♦♦♦' _._' .�.`i. ':.��w ���l/ {� �� ,. _ 0 is\� \ �PX oc;`= • /- ,' ` \ 1 \ �p , `\ \\\ 793 SQ.FT 0.959 ACRES ' ♦C�♦w0I PORARY0♦o�efr■,eO,.O...•;•�,���C TOPSOIL . STOCKPILE .. \ _ ♦ bj �' o O 300 . \ rn - C • y D-f5 \ a t • c. FD FL=298.0 No. 9344 ` O \ u i \ C:a1 OPEN SPA CE » I ff ,\\ ` 1.5% ' ` \ Ns 1.3% - --- - /' - _ 4ti,+N* .S11 U RNa �� ♦'♦� 286 109 SQ.FT.- w \ 6.568 ACRES ` TO MY KNOWLEDGE AND BELIEF <, \ 0-131 ' ' \ THIS MAP IS SUBSTANTIALLY New (A. , .`\ OPEN SPACE TO BE DEEDED TO THE ` \ #2 ' TF 299.0 CO - h CORRECT AS NOTED HEREON. rnx', `s' . Z \ �- C-16 TOWN OF SOUTH WINDSOR \\ -- = ` "`-`-`~ TF=298.5 �' �. ti�.� w 3C1:_ P NG' HYDR>CT 300.0 \\ - - ��! 1 1/4 X 303.3 7 \ \ , WATER -- • \\ �` PAINT MARK \\ -�� A U 36, 381 SQ. FT. ts� j Cv 0.835 ACRES t6 Z 99.29s5`, _ WILSON M. ALFORD,JR,,P.E.& L.S. #4344 ,j N CROSS WALK 30a.6 o0 05 4n2 Za �98 3 \\\ S FT WITHOUTNOT VALID SIGNATURE AND EMBOSSED SEAL 10 05.3 0.844 ACRES °° _- _- `' ; -- _ - �` \ x ` co �\ - ' 103 w i +f �" OF PAVEMENT \ y C-1 j v j� 298.7 \\ ; 3U6.2 i OFF EDGE , , , ----------- ------------ lv 3' - ---- --- - - 1.Ox GUY WIRE Y �t------------------------------------- ENCROACHES1 ON TO A; ��� C-12 < �`D99.2 - � t -- 307.9 _ CIVIL E/VC1/EERS { SUBJECT`�'ROPERTY GO 0 X TO BE RELOCA7PD TO ALLIDW 'f D t i0"* t jy�+p �� Q tt .1 FD=3 0.85 FOR WALK CONSTRUJWA `` ' 2'., \ _ `� c'v 289 �' rD-7 \ \\ fp j CO WILSON M. ALFORD,JR.,P.E.& L.S. b a, 101 ; �'� \ 301.2 (860) 688-7288 { ) , YO #1 m o 38 932 SQ.FT cv 7F=305.0 I --- {' x a894 ACRES { CROSS WALK',,,! \\ C `f0o , C-8 \\ __- -- - CB #1,- f -� W - � 9.5 C)'4 DATE: OCTOBER 31 2001 2 -15 0 R. C. P. 0 0:57. M 4 rh , SIGN D-6 - - 7F=305.35 PROPOSED FLARED END\ v�~ 2�a.6 t LOT 1 WITHOUT POR77ON OF OPEN SPAC� "O": Co ): W/ RIP -RAP PLUNGE POOL C-9' 34,187 SQ.FT. o�i'.� ----- -- -W -- - _\mil�10 ; 309.5 - %� n >\ 2'.�.7 ` t o �o I �"�+ SCALE: 1 IN. 40 FT. '' S \. FL= JOB. ��` . C-7 t\ 0.785 ACRES II �i a Z'' u S o � FL- ;r ` \\ LOT 1 W1TH POR71ON OF OPEN SPACE "O". ® i III L.' ^° w 5 \ 11 ¢ W 5..� 11 -- • �- \ 47 688 . SQ.FT.F-- PROPOSED 100 CULVERT \\ ���9.5 t > ) \ 1.095 ACRES 8 2 ±god + PROPOSED CB - i� FL=308.3 \\ ♦ C-6 '` t 9h 1 U TF= 3.11. D 1 1 �� C-5 Dom¢ i. 40 Z or' 7.It, U FL= J08.21 jr`` o PROPOSED 4',W1DE CONCR£7E WALK 2``"`T 2, t'`305.95 _ r , '�,' w c, , WALK SHALL HAVE 1/4" PER FOOT SLOPE _ f �--- -_ Y �/_� - a - 103-8 0 SAN SEWER -----__-- Q O \,' S t 1% -l`--y---.X f m, A 0.570 ya DOWN TOWARDS AVERY STREET � C,4' HEADWALL #1 ` ''-'{ � °G t � " � � � - � \ C-3 -"' FL-296.3 .-- %� � e D-.;i` t 2.4y r o. / a �T U , Yr^ • C-J W/1?IP-RA PL(JNGE POOL ..•D�2 `,,_'31 --- - -- �� O Yi .X \ '-- 1 1l• _ j`, ,-- - OPE(%'`'! ACE „D„ ` / PROPOSED 6,` Z Jt. _ �'•'� -' - t F` • w.., POR77ON OF, OPEN SPACE "D" TO BE - - - - - - SAN. MH #2C',ra1 CUTLER RIDGE 11 SUBDIVISION, ADDED TO PROPOSED LOT f ----- i 2_ tf Tf=311 I Q cn 30o a7 "�� 9, 038 S�?.FT. % -,� _ � �_ ;� _ �- - 13, 501 SQ. FT. Q / FL=3o2.2z - 311.33� r PROPOSED F=- __.�,£ _ ' _ _ � / 10 WTD GRADING R r;H'T --- z->_y - = --_--- ----=- ` --- ------ ---" `T`0�31Q: C ES \ fI m /N'FAVE GRA G I S- / SAN. 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PREVIOUSLY RESERVED FOR l ® C) C �, TF=3oi.3 FUTURE POSES B #2 � 3 4' ELLIPTICAL- CON_CRE7F' AlZL7'l®-•U.I1r_� ,_ �; .` 3 7J'- ' :•� \ � r 1 i NFU E W UR e LOT TF- o9.0,r --- --- -- - -- _ -- - - _ SED.CB) - °, .`o /•w CUTLER RIDGE W Q _ ------- \ 302- ---------... ---- - -298-- _ -,_-- t. /O _ _� _ _�-_ SIGHT D/S `'` q j `�i� �►.I CF 31 0 , , , LOT 32 201 I x :. - -• - r ( -� _ ` �'• a, CUTLER RIDGE H oGs O' �o, . -'O I-- '` ` 31 t, :,tt ! - ' ,a•�:_ . _ . -' 'y: - ----�' "._ ,. � ,�• � `�•. � - '''\ _ '� l , l F EJi'IS71NG 20' WIDE'. V w X/snNG rqA 8, �r�� - SANITARY SEWER EASEMENT I Q HEADWALL #1 _ .s<<+e` '.; �o l TO THE TOWN OF ui Z w - F Q. w C8 #1A OUTLET FL 296.3 sF. V) I TF=320.2 .?9 osoo/ SOUTH W/NDSOR \ \� 1 OPEN SPACE "A „ EXIS77NG 4 wJ �. \ RIDGE 1/" SUBDIVISION FLARED END #5 \� \ \ A� .; ` �:`, / 4 CUTLER OGE FL-29ZJ ``� 'L '� / C� W/RIP-RAP PLUNGE P \ EXIST. HOUSE X/ST7NG w FLARED END NOTE - ) PROPOSL'D� ` SJO0 FL=297.3 , *HERE PROPOSED STORM DRAINAGE CROSSES EYIS77NO WA7F_R MAIN: � F`'' W/7?IP-RAP PLUNGE POOL N` �' % "'-`-` FLARED END, 9 O,Q \\'\ PRIOR TO CONS7RUC710N OF STORM DRAINAGE LINE, A TEST HOLE -`-`_,� F.L=297.3 \„\ �o ' f s\ /G�. �`.\ F y-1 % 1 (!) 1 \ IS TO BE DUG TO DETERMINE LOCA77ON AND ELEVA77ON OF EXIS77NG -',�` ,��` k(�771 RlP/RAP �, ` 3 �s-� �� '- / TOWN ENGINEER AND DESIGN ENGINEER w GRAPHIC:' -SCALE 40 0 20 40 80, 160 ( IN FEET) �; r 1 inch = 40 ft. r t WA 1FR MAIN. CONSULT W1 TH PLUN'7r- POOL ?.• o q �. r . 1 IF REDESIGN OF STORM DRAINAGE PIPE IS NECESSARY.QS `\fl�A - \------------ I MF_REBY CQ47TFY THAT �f f#�'TLAND BOUNDARY LOCATECI 8Y -_- RE7tlA ECOLOGICAL SLR 4iCE5, LLC IS 5�f0 iNll CORRECTLY Oril \.\ ,� \�\ �� \ ' \`, c�J ss o'sT� cam\ `. \ ` ` `� \ . _ _ ' ''- - _ - J70, Sheet THIS PLAN SEE SHEET 10 FOR LEGEND \ \� ` - -_ __ _ F7-pi-9 `'--- - 1, \ 30) 1 A e?14d I\ J MES M- HcAIANU.5� CPSS P5226 DATE RO9FESSJONAL SOUL SCIENTIST \ , • ` - sq - ily �g \\�4 I ------ Ai 306.10 "�__ O>S wv P: M00149 D: M00149A4 FOLDER: MANNARINO FILE: MANNARINO-BLOZIE SS: SHEET11 \ _ �\ `\ ! /� c RCHARQS- SUBDIVISION ASL TERMIN `DIN FIELD RY Tj297:5ONC'IAOI°!' '� �, `� o ; . N UC7tON EN1RA-- -- - __\ 11 \ \ r ; -?90` _'-�--�'. 292.8I I ..p: --\ -- - 24 � OPEN S A _a - -2� \ \.,:, %X2s,�. --- - - \ / VISION 286.4 88,1. 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FOR DES IP77ON OF-_ PROPOSAL; -REFER TO REPORT �� L53.g B-36 `",_-�, 10*0 '\ + FD=3 0.85 .�Y GEOR�--LOGAN, SOIL, SCIENTIST, AT REMA ECOLOGICAL - '� \\'`• <'�3„�:2a'9.3 ® i FD - _ 8 SER CES, LLC ENTITLED "SOIL PIT INFORMATION-& -, . ' FZ \ HABI &7` ENHANCEMENT OPPORTUNI77ES ; DATED - \� _ ` 4 �'�'•, 1 \�.` r \ 0 \ � _ ` B `5, ti` Fp 3 YD # + 38, 932 SQ.FT. JANUARY 22, 2002 _ - S 111111.1.111.11 \ ��� 251 �s-29 cv 7T=305.0 + 1 _ z � S, R N 0.894 ACRES ``'� _ �\\ ` . 1, . ��r�'�7 C8 #i-_`- f ~� W- `k 9.r, '� v+ --urn --- _ t \\\ A-28 _ TF, 305.35� 1 + �z II i' _ \\ ` �.�. _ 4.8.7 ,� o JJ o B 38 ` l ro` p +7 FII No "� I �o �' " o `� - - _ �, \ 250 7 ^i 11 Z ") M ZE `�_?o t I 1 N t,s " �� \ L cur� �0 ro,a � Z� S Z` ,Od + PROPOSED 20' WIDE:,)0.07 `` ♦\ 35 ``i �' . � \ <<y0.54 + _ 1 0�, SANITARY SEWER EAS�IilENT 38 �o '` �� �� •, Z ► > >s, IN FAVOR OF THE .TOWN OF As 309.00 .p \ 2 1 `' ___ SOUTH WINOSOR,'1. \ �50. �a , B-4o " ` + _ ' // W1TH 7EMR,ORARY 20' WIDE% + _ I - �- •"_^ 103'-8"W SAN. SE CONSTRUC77ON EASEMENT , 3S \\♦\ 2.., , , �i / + i' l Yam- +, ^ • � r -.. si .Y; t--^�� r' , ,---. le . - i _ s� /^'--y----� •`6 \ \`\ 2 I IE .31 -- - I -.� ?p- T 1 Y". � Z x `�:� Y 1, ,_.__/'-�%' �' �'x y , Y �_ Y_ ,I, �� K Y... i -1 1. 11 ;� �/ • PROPOSED 00: I 303.3 298.113 292 , ^ \ / 7F=3 2 S Op 3' ?O. I 1 _ /��. /� _/1` /� 1 t � `249 ��. 255.7R' - ------ ----- , / / 9 / 1` ``. - .- k..,� `' \ _ -"\ 51 ; 250 c).e7 `, ¢./ FL=302.22`-1. ti.3� / PROPOSED - / 252 2, \`,, ` ' �•� ' 10' WIDE GRADING RIGHTS SAN. MH #1 ;�,,'iU.30,(�306,29 297.04 , `` \\\ ` m / IN FAVbR'OF 7}{E TS3WN J��, \ `_, -.\ ` + TF=31 J.Bt ., ",/ , �'j {- '`OF. SOUTH W iVDSOR &; - �_ %\� _ ' �t,l f (MATCH EXIST.) `\ r -J 10' WIDE CL&P EASEMENT & f `\ 10' WOE STREET TREE EASEMENT FL= 301.72I 1, j I \�`. `I os�l / Off' I ` 4 r 50' R.O. W. PREVIOUSLY RESERVED FOR ''"; _A / I ,� �` l LOT 31 "'.:, LOT 30 LOT 29 LOT 28 LOT 27 LOT'26 , ;� / ,' -� FUTURE W URPOSES Q �` / / ;! o /+ CUTLER RIDGE 17'-,, CUTLER RIDGE H CUTLER RIDGE lI CUTLER RIDGE Il CUTLER RIDGE 11 CUTLER R%DGE 77 .. .. :. / I is0 7Gh'7• DISTANCE r`,a r. /.:. / ' j `�-Ri.S>. •0' / ......:..:: /....( LOT 32 ` ' 3351 moo `--- :`:; `:. .,.,. J CUTLER RIDGE I! yoGSF /0, /o. EXI 7TNG 20' WIDE`-, I `•;`I .: ,::. SANITARY SEWER EASEMENT .O TipszI ,� ``�`\ .: :' c �opos TO THE TOWN OF w ` - �c \ . ,` ` o,L . !�? ,�o Fo / SOUTH WINDSOR t ��\ �q�12 / �� ` `S'Gc� 99� o cB u 11 / ' r, \ ' ` ,� n Fo �q \ .1 \ , `^�9'Lo�: ` ` / ! EXIST. HOUSE n 1.�'" „ 101 0 774E LOCA77ONS OF UNDERGROUND U77LI AN ALL U77LITIES MAY NOT BE SHOWN. CONTRACTOR SHALL CALL 1-800-922- MARKED ON THE GROUND. ARE APPROXIMATE ? TO CONSTRUCRON, AND HAVE U77LIT7ES I HEREBY CER77FY THAT THE WXAND BOUNDARY LOCATED BY RE14A ECOLOGICAL SERWCES, LLC IS SNOWY COWEC7LY ON THIS PLAN. f/' M. AfcMANUS, CPSS *05226 DATE SIQNAL SOIL SCIEN7IST APPLICANT &CONTACT PERSON MANNARINO BUILDERS, INC. CIO FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONIVEC77CUT TEL. # (860) 289-7055 FAX # (860) 289-7121 40 / P: M00149 GRAPHIC SCALE zo ( IN FEET ) 1 inch = 40 iL D: M00149A4 FOLDER: MANNARINO Lu W 2 Z 6 J S zz z a � 4 m z c" o_ z- z � 2 2 Q x w w a W 0 U O = � � J 2 2 � U Q pp `� p Q 1- 4 4 1w V)� o a -8 � � oo6a�oQ 2 O s� 0 S � 8 tz Q e o - � Q Q) I III O o 1 O N O w f- I M �\ � N N N N .1 1 ,V 0 :v 3 ..` *%. +* No. 9344 'r0- T�►Pp�.'/CENSV-,"4r0*' m'N'9'"+`S- �e6 l4 ♦ - ,.• MA ALFF CL�. g - I Job 0�� ,,: "• _ : w ** :*d v No. 9344 v •6 AN -v-," _-4/CENSE�.%p aF .... 4 -t 0 0 N N o D V � a • su o d TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. WILSON M. ALFORD,JR.,P.El L.S. #9344 I NOT VALID WITHOUT A LIVE I SIGNATURE AND EMBOSSED SEAL aTerc aM E9VOVEERS %tAX R, CONNECTICUT WILSON M. ALFORD,JR.,P.E.& L.S. (860)688-7288 DATE: OCTOBER 31, 2001 SCALE: 1 IN. = 40 FT. F_ 7) U F- U W z z U O o j N rz z r /) © i � W � uj I o �) v� Q z 0 � � � z Q) C � 0 L � a mD w (n W a � k LiLl!­� Z_ ©Q P4�jw V � x >_ � � Q. <:� > C) O Q Q I w 0 V) V) Q w ,a 55: 5HEL112 FILE: MANNARINO-BLOZIE 31 A, 71 1 HV \ 310. 3 \ \ \\ LOT 13 SUBDIVISION LOT 19 vBDIVISION CHASE ORCHARDS S 0 o 2 � W Q z � �Q a o w t�ii Z m O On DIVISION \ LOT 10 SLID \ s� ii �E CR/� snN. MH d"`��• ' v ° w �` j 2 RCHpRpS \ \\ \ / // rF=29o.s2 lj Q m � CL y Q CHASE \ Us 301 LOT ION // TF=2B9,Sfi m \ Jrnl \ SE ORCHARDS SUBDIVISION Ljj \� in \ OPEN SPACE N CHASE / /// W a o a v AT 77HE OF ROADWAY EX SIGN, EX/S1ING CUL-DE-SAC �,�; � ' \ 63 S SUBDI�SIO WINGS SHALL BE REMOVED. ADJACENT POR770NS OF 3 } .; 9J !`,' 3� 310.3 ti ORCHARD z p t a ^ PROPOSED r CHASE .� / ; W m o c i v) RIGHT OF WAY TO BE DEED TO ADJACENT PROPERTY X 305.95 , `' BIT, CONC, CURB CH %/ OWNERS OF LOTS 11 AND 12 OF CHASE ORCHARDS SUBDIVISION. CONVEYANCE PROPERTY IS SUBJECT TO SAN MIA // f RO(V'P ACCEPTANCE BY 7VE ADJAC T PROPERTY OWNER. ��, .� \ \ POR77ON OF EXIS77NG x EASEMENT --- Tfm~3''2s Ii 3 WALK TO BE REMOVED 54' WIDE DRAINAGE NDSOR Y� _ --- t ; o o �v c� o N o1 w 0 0 0 30 . �c?�.59 EXISTING R AND D SOUTH WI -`'-� // I I I o r- `' E RY SEW WN 4F ' STORO ttti co a , ; 00 0 1 .! I U4.5 O LOT 12 ON VOR OF -"._ TiNUMEP;• I I I I I ! I NEW WALK TO CONNECT = SANITA THE TO _ "'�~ 297,4? EXIST. , ' �v n o \O AS sHowi,rx m RCHARDS SUs)IV151 IN PA _ C _-- -'" ..--- r f - = " _ I' J e N N N CHASE O - ' (). 79EXRIVE i"il 3.08 u�3.88 C _ 299.5 ^� ---; 27 ' �� I ` 30; 2 313.4 , M►m+i J\ 310.E , `� ,�,__ - ' J 299.1 NEW PAVEMENT TO BLEND SMOO7NLY .�..�- "----'---. --""` - a INTO EX1S7)NG PAVEMENT -f" -� EXIST. ' ���'� '',M••AL� �•� r .+^ a� J IRON PIN♦r OC` �0 �03.JJ �gpii_ 4AH ____-- = - 297.9 3007. ♦♦ %� , , , r o`" Z r sal 1.4E '� g.St ". sue` EXIST. CONC. ' , ♦ •� �-. \, .'-� r GrcU mr TF <^. s';02.25 ` 3076g TCHBASIN ?� -- `'` MONUMENT --�- ------------' ,r 3a5.s - - - _ _ _ / ?_r-5 rc�d ny _ 2 �-r- nNG CA �-�---------------------- 300----- - % ] z n m ` \ T EXfS TOWN - - _ 3C?C�:35 -- j , • 22 �. EXIST pCAlE Rtj F1ELp 8Y m� _S - ''` `I .� No. 9344 • 1.8� - �Q 302- 4 _ p - -------------------------- 114 t REL TERMINED i ti UIi , r' A$ TF 99.56 f _ r _ , , � °p ._� / SRO ` f tg4''�♦ >� o Tm5-- 298 5EXIST. CONC. J `, m 4Op . CEN\fie ^ t\., -1_ / E _ r_' 298, 4- "--MONUMENT I / 295•Q' ; ` oeFSs! eEt� ,♦ _ ONAL z 301.38 > s Dt 9rr`` OOOO - 7` _-- -� ---------------------- - -- - --- -- , z �� s � 22 � 54 ,,. O 2�8.8 / CaY 5 2! 'T°R!•5 �H TFs� _ _ EXIST. CONC. �' �tiJ �.. 2fj rrq�� if ` `= q 4 !-WALI MONUMENT I 38,857 SQ.FT �. ,' 301.17 ` s�� - 2�15.23 _ -- 0.892 ACRES CON !.. 3o E �i _._ p 0 , - - - -----------------40 - - I v) \ L............ 300.0 2Q., --------.--- --- --- --• ._ , r 4�'��',•'M�ALF6 7 �v 1.7, ATCHgar��u;�':'_ S� �. +a1 . --- - - 2na 25,568 SQ,FT'-�'C��'�� P° : �`• RESET 0.51" E_TOWN �- - - 3p. _---------------- TRANCE PA bc�7 CRES w pR BY IN• - --- 1 O N EN p - �- -- -- --- / ( / no YT 11 ELOCA RM p !N .FIELD 297.5 7 I'' SIR p7fO 25 / 63,835 ,SQ.FT.13, ARDS SUBDIVISIONAS pETE INE n 7+Y 4 C- U --` `� _ ! _-. . Z�2 2g".6 / 1.465, ACRES cn p No. 9344 ? •. ASE EXIST. RC IRON PIN♦# '29Q� <..�� 29.;.r`'. j` 1.... .' p - -- 24 // ' / �, '� L l ,' i C7 ••��A�D,S U Rv�����'♦ T. ^ _ �,,-` _ _-`-' ,R i<^a ___�_•_ f� 9Q- _ - ',O ! 6.4 `�� ` - _ 9.sy 98 _ _ 34, 632 SQ.F7 " ` ' --= 292.5 �! m a : O 289.s^ 0.795 ACRES 4 BGARAGE= 290.5 D v7 ------ _ ASEMENT= 283. c�Tt q CAA BELIEF, 78&8 � � •�--• • h'A� __ �- 282 � Yy� TO MY KNOWLEDGE AND BELL - ' ` t E - 2 I 6 ( THIS MAP IS SUBSTANTIALLY _: �- - BA �¢ 0 ' j SAN. / m CORRECT AS NOTED HEREON. _.�-- - �' SE , M 2 _ _ AN 1' v \\ .V) -y i1'y TEMPORARY TOPS L ,. ! " I gGE'a cv 289.3 N �� \ y :STOCKPILE:. r 28F, S�F y� cod o '4N ?>9G84rg..-- jj --� \ - \` cy ,\ 0, \\-Nip \ .> `+ Aa r 2j �O ? /' WILSON M. ALFORD,JR„ P.E,8t L.S. #9344 ;48 ^` ` ` 26;840 SQ.FT. a9.9 tom`_ po �{ 278`7` �, 0.616 ACRES 4 A / ; NOT VALID WITHOUT A LIVE *` X 276.ci ^75.9 -_ - - �' �` I r 2g�7 sxs y� y' rn ( / 20 ; _ � � / 1 I SIGNATURE AND EMBOSSED SEAL r� ,1, }` ?S8 H�RANr �y"a / 44,844 Sli 1 28 1 ```� 1.029 ACRES" , 281.v5 i ` __ h ' �' ,:,�-• - � / � � � SWEET M ADOW DRI / - - i �I 10 - _ A -B" _ 8 / 2 - \ [�� N 5 � M 2 •s SA .M _ T'•-_----W--- `-- 45' BENDS.- �. � � _ EMGIVEERS 1 6'q ♦Bid, rn - a - ---+-oo �O y 5� ^ / / W�p -------- _ l', °' =� 7`3.r` `' `{�`. ids N 3 a. ``^'•^_/ `. / - --- f -"" / , ; ; INDS nti Q�iE�i F J x .A 3 of N _. - -- _ \. 274,1 - NCHOR TE N I 0 2� r WILSON M. 0) 6 8-72,P.E.& L.S. ,q 3HYORA _ (850) 688-7288 A-55~....�y---------2.7� v 1X-273.. hT - - - r2.-, ` -- A-54 - , ,7 / d 59 ACRE `' I 5 - f , / <� GARA289.0 �{ 27• • g m i ^7Q 3 - 800 `� BASEM 2870 FF= 289.0 �qi \ sq� - --- -iP y d' .Y! �O ? >•7 _ 2 E� . - o a / , 9 ` -�-� DATE: OCTOBER 31, 2001 4-57 A=50_, ° `' f `� "thFA ENT 280, GARAGE= 287.0 n�• '11y 0�e- s� �?r o ? y D ` , 271.2, A-511.E 272.2\.,, 9 ` `! 2' 9'I FD �LKO(�T)"--- 3 - ( BASEMENT= 280.3 -�,-.' 'goy ` ' 27g, f (WALKOUT) Ir �/ �o� '� \ ,�' �'a ". ?9�" . - - _ A-49 FZ� 28 l FD FL= 279.1 a \ °�;� r'ap / _ 1 O ' 2;7L 1 , _moo at - 0.973 ACRES Z SCALE: 1 IN. 40 FT. ---------- F `..i ?� % \ SAN. FL- 276.3 (( - ` m ------ N ^IO _0 `�` - 2 13 ' (; s 287,5 _ - + \\ I p �� 6, v' t D - ---- O' °� ,7 -- - - " - -FD FL BARgGe °�° �'�«� i�� y m �g FOR LQM 9, _IQ A 11 _A-48 � ° ♦ FD F(- _ - - -- 2. 0.8 x 2 277.5 ' I - - ;iD KAL/�pUT�27g 8 \s �. 16 3 7 - ' - z U A-58 ANY REGRADING, DISCHARGE OF STORM - - - - - - Az 6 ' 269.E W47ER, ETC. MAY NEED INLAND WETLANDS - " 2? ' ° \\ S4/V A-47 r\ I AGENCY/CONSERVAIION COMMISSION APPROVAL 2/.1 C) �i �� lj�` �7P.0 �\ � � I I �'� 276o f \\ 5 - - " A\' A-46�, �` 20, 339 SQ. FT. _ Z �6�-z---- t>>,•;- `. ,.' �. 22,357 SQ. 1 G 0.467 ACRES / \ / 1 i z - - -------------------SEE SHEET-10-F'OR-FORSCHEDULE 74.8 37II^t 0. 43 ACRES \� I I ---------- - -- 276 0 / ---- / - o " - - O ` 1,3 y U A 60 107 FOR CONSER►�A77ON EASEMENT ON � '_ ° �=� �y ` R: 267, 3 LOTS 9, 10 AND 11 29 A-4�, �I \ ° - - - ` 21, 878 SO -FT, +� / IN \ ?� / 5� \ ry �O " O PROPOSED NORWAY SPRUCE `6R' ` 0.502 ACRES SHEET 10 r , 271.87.1 \� 6''A t' '� \ ( G� , 269.99 z A f ,� '% 1� SEE Sj FD FL=277.0 9n( Z nn I ) A-44 \! 2..� } FD FL=276.8 To ryicF� •s i �` �F� t .� '`b9`'`9` 'O _, ) ��•-� - "- --------------- '`� ` \` - - -' % 27F 4 - FO F\\���JAS - -- ,: j1 06' e'6' - x ! 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A04ANUS, CPSS P5226 DATE ROfES.SIGIAM SOUL 5pEN175T { IN FEET `\ \ _ ` 2�2 0 / \ , $ QED / (• z AJ11' ------------ - - - 0q, /Q#7�r , \ C\ �ryy�,• t`� �r 4-17 ------ co 13 ;53.1 ----- \,"'•1 - �.. ^"•.,`� ,rL'� #13 (DONPLE) ' TF=261.8 \\ FD FL=257.5 256 254 i inch - 40 ft. ,,t.0 1 _ P: M00149 D: M00149A4 FOLDER: MANNARINO FILE: MANNARINO-BLOZIE CC• SNFFTI _� i -'�. =�'��" I �^--� = 6, 6 9NG ^ . I ��I - O •Q! 1�`__.• v / r_ / / - , 5, GypL HOR TEE N Q 459 -ACRE 279`3 ` ?Boo `� Bq E;' ?87.p _ FF=289.0 �' co 1 X 27• `P�` s ` \=�. S'e` _2g0 9'% /�- / , N (iY,q�EJVT� ?8p 3 GARAGE= 287 0 �^ \ q�, `` - -- BASEMENT= 280.3 pyF (WALKOUT) q _ ?8f• / FD FL= 279.1 42, 387 SQ. FT. Z / = 278.3 ■ . c'a r' - t r'.� \ FL- 9 \ _ SAN. o a �Y - sr - A \ 0.973 CRES , : �., GAR ?875 D ')7- .1 - \ --- - -- •`278.0 iL q�BNT Gov A-47 0`� I\ - 178.0 \� / If 20, 339 SQ. 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TF=252.3 EASEMENT TO THE TOWN OF z 246.07 ) - �_- W/RIP-RAP �� OR ✓i` -`{ _- PLUNGE POOL SOUTH WINDS 228 _--------------------------------- ` Z 239.4f3 - �\ --------- -- x r APO 77ON OF STONEWALL TO BE REMOVED __ �� '------------------ o IN MEA DF B/OFILTER`AREA CUTLER RIDGE It NOTE N SCHEDULES )- NTION BASIN AW BIOFILTER AREA SEE SHEET 10 FOR SEEDING AND PLANTING S --,� FOR d�TF �-•---= �` '.-. - _ _ ------ ---- --- --- \ .------------------------ 227 `.. 238.49 --------------------- ------------------------------------------------ 246' A246.40 ,: -�. -._------------------ 6.4 OPEN SPACE B------- ----• ---------------- "CUTLER RIDGE ll" SUBDIWSION `-"� ��` " 234-2 245 A 2 31- 0 "� • `\ 2309 I/- - ,T_(,�- `''�✓t \ APPLICANT & CONTACT PERSOP MANNARINO BUILDERS, INC. C/O FRANK MANNARINO `• 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNEC77CUT LOT 25 LOT 24 2Ln� TEL. # (860) 289-7055 CUTLER RIDGE If CUTLER RIDGE 11 �►r ` `'� `. FAX # (860) 289-7121 I HEREBY CERTIFY 7HAT THE IWILAND BOUNDARY LOCATED BY 1 REMA1 ECOLOGICAL SERWCESy LLC IS SH01W CORRECTLY ON GRAPHIC SCALE THIS PLAN. �A,239.7G 40 0 20 40 80 ..--,.,,.,.._ % lsl /404,1 J AIES M. AkMANU5y CPSS 115226 DATF ( IN FEET ) ROFfSSIONAL 50, S�4'dTlST 1 inch = 40 ft. ISO zz e 2 z � � w � q � � Q ::3 q 4qi V p Z a 2 Q 2 Cn w� o g i; m 4 z o z ti o U O (zn Q WLm Zp W U U o S C N ti O I NO O I C-4 o LLI ♦0♦� 6F CAt A4'r*!.�. •'' .•ALFp ••• A �* No. 9344 G +�•i� SS f ONAL � J♦♦♦ No. 9344 ,R /CENSi�vo",'�_ �� � � S U R �� ♦♦♦♦ ��++assf�o9l>t♦�♦♦ TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. WILSON M. ALFORD,JR.,P.E.& L.S. #9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL . mmrr C ML ENVt WEEfO WPMSM OONNSC11= • WILSON M. ALFORD,JR.,P.E.& L.S. (860)688-7288 DATE: OCTOBER 31, 2001 SCALE: 1 IN. = 40 FT. U F- U W Q Z O r l O N o v � I o v o v�J O O � o � OO (n L �D C) W a0� ��./ Q V ZZ w OCLO Q � W 2 U) F- V) Q W P: M00149 D: M00149A4 FOLDER: MANNARINO FILE: MANNARINO-BLOZIE ate: �n«i�•+ n v, "CHASE ORCHARDS" SUBDIVISION \1 \ , 1 11 t2 - l \ \tea % • O \ 14 \ I J 1 • - --' - \Ir + \ f OPEN SPACE 1 c • 2 ,� rlb ' o _ " • t , i , _- i (((( _ •�, ._._ _ .-- - �� fir, � --------------- , -------------- 01 ---- - "C ER PtlDG ll" _SV,,6D St ON \ ♦ \207\ \ \ LJ SPACE E DRIVE \ \ , , , \ , \ \♦ CORNS \ \ \ \ '\ ` \``� ` \ ♦ \ \ \ , \ ♦ % \ . -_ \` \'\\\\ / `\ `` \ `\`\ \'\\ \ \, l'\ \ '` \ \ ` \ ` �'I� \ �\\\.• a •` , \\` ,\a' CJ AiM1TOX LOGI ON OW `\ \ \ \ \ \ \ �♦ \�, 1 ` '\ \ \ ,``,\ \ \\, ; \ � � `\ `'` \\� ,+ �j 1 , I 1 � I / � � � ' Imo/ --- -� \\ ��\ `F,3 \I \ `♦\`♦ `; \ `\.'� ` \ `,` '`\ `�\ ````` , `'\`. \ j � �� `♦-�\ �\ �` � jam\ �\� \ +'\ �' \ .�: , . . ,' \ -- t `I I ! ! ! / /� • . / I r` i _J \ `.\ `'` \ \ `� ` \ `��` `, �i\ \ `. 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CIO FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNECT/CUT TEL. f (860) 289-7055 FAX # (860) 289-7121 L p W I O ~ Q � N � t No. 9344 ••��O�SS/ONAL • RTi'•. No. 9344 O,S U R TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTIN ACCORDANCE WITH CLASS AS DEFINED BY C. A. L. S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 4-iffirt ICI M El"NEERS tIIPtDSOR CONNEC t KX 1 • WILSON M. ALFORD,JR.,P.E.& L.S. DATE: OCTOBER 31, 2001 SCALE: 1 IN. = 200 FT. U F-- U W Z z O L U O (n (t `1 Z C" F_ W j o O ` p T LoLj U (j) W LQ Ld I W C) H V) Q W P: M00149 D: M00149T2 FOLDER: MANNARINO FILE: MANNARINO-BLOZIE O i V �: _ _ t li 1 ti v 8 9•t0£ =39V2l 3 -- ----------- u c a /,j yr , o`-. 5'£0£ < N. / i " r W For � e 1/ �I ;r I CJt' Zg O U, of / /: r CJO I` F� 3 \ / / y/,,,,� , ` I ~ I/ - ` I/ / t�N /// / // f. / ) b O � 2 ` rp ' /' - 11 i y aWZO �' ♦ / ifJ` f II P ti0!�IT \ .� 1 =� ' 1i b p ♦/ / N N, Obi _ / - / / /% ) 02 'p. 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J . _ ____. _. __i_-- _.-__-__.. _..._.___-_�- __ ____ _.__-. _._._-___ _ I___ I __ , __.! _..___._ _.._ _.__-_-_.___ _- -.-_ _... ___..1._ ! ! { _ I _ ' ! t 0 0 I. 1 0 it I t 2 0' { I.. 1 3 0 4 0 5 0 1 I 6 0 i i i 7 Q. j i 8 D {{ I ; i ! I , I I I I ,: I 1 ! I I 1 j i , , P: M00149 D: M00149A4 FOLDER: MANNARIN0 FILE: MAN NARINO-BLOZIE SS: SHEET16 APPLICANT & CONTACT PERSON MANNARINO BUILDERS, INC. C/O FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT TEL. # (860) 289-7055 FAX # (860) 289-7121 THE LOCA77ONS OF UNDERGROUND UTILITIES ARE APPROXIMATE AN ALL UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CALL 1-800-922-4455 AND HAVE UTILITIES MARKED ON 77-JE GROUND. D: M00149A4 FOLDER: MANNARINO SS: SHEETI7 z 0 U) w ce N O W W F- N M N COM/A1 ALR�f'9 i CO'.""3 c� No. 9344 L�'O,Po^-4 CENSS I","' ONAL • �NJOtt a p wttN •. tt� fir• M. ALF0'-��Q��� No. 9344 �• '^ CENSe�• tt♦' TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. WILSON M. ALFORD,JR.,P.E.& L.S. #9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL Zl' nr-.f CML ENC NEERS WI DMR, OONNECnCLrr • WILSON M. ALFORD,JR.,P.E.& L.S. (860)688-7288 DATE: FEBRUARY 5, 2002 SCALE: 1 IN. = 4/40 FT. I— U 1= U W z W z O . z O O N a c O o o � Lo Lu W I O� �c� W Ld Q- O 'e-4z J w a CL I W a I— Q W Sheet 17 FILE: MANNARINO-BLOZIE P: M 00149 ''• ♦ � / -ram % I r • 1 �>r''I �r,�; d ' 1 • y�i1Ci I Elf � �' FD q�K�UT)2s68 j ,'`Z6�� 26 256 • r\ � G�� •:� � \s F` SRN. � 2?EA ., �P �P��, �0 •(� 5 5g $ �v �C� Q, j � ,' �� V 4A �1.� ��, hO`i' '' F� -�-� / � -,%-"� ,'' % �► try �� '/ , i 1 i i 1 6H;OD OD 1• 'i fi DD �' 9Hi DD { ' 10 i t ; '.1 13 00 ± 00 +12+ 0 I .. { t 1YARD 1 1 II DRAIN J I ++ +� 1 to E i i I - i 1 ' FL, OUT- 768.7 3 f N I # 4 �• 1 ti , W i 1 YD Vi TO' C6 1911 n 1 + .: ti + 25 - 1010 � .D.S ® .8 __ .. z� J _. 1 IN f= ^ r\ !7: IN (FROM YD13)= 67.24 o i 1 N i = I ; 0 15 /N 266.82 : _ . �_L..__.. 0 ! _. -_. y - t II oo FL, 15. OU- 266.82 ; . Z h t { I +Nzt ; t { I c II til h i �, 1 a 1 _! off II ^ 1 L VC 1= 350' l l r 1 i l p 2 80- E i U 1 12 II i M t ,^. uOj I IN\ iij t I b I kp 1� j 1 I raj j 1 , ti O ••.,,-. ! i � � � 1 � 1 3 � i I�, 14 i _ �C � � � tND' Sal ! � AND' � � � � � .. i COO i � �k�. T � _ Iu� i i i E EXIS77NG CEN7ERLINE GRADE _ } - 9 i Cg PROPOSED EME'RLINE ROADWAY Q � �` � } ; � � � � � � � TO ; `._ i . _ . �.. I ` O Z - - i .. - - -- -- .. 77 - . A N D Q ti . ,if O 1 i Q U 1 of i _ �._ J. 20 \ � I I i 1 { O i U f Q N , t \ 1 \ i f I { Cp i O Ci IN J , i � f J:O ti _ -1• , { 1 I 1 i N i CB I f \1 t I N �i 4 l_ 7, { o �� 4 I I ♦R U R i`, J 1 7-7- - - a \ 1 _ 1 i f W t l Ljj Z YARDDD (N 1 a: f ' . I .- a i - -if -. -- . IF=!2799 t A, OUT= 276.0 i {t ;Fo Fz= 76.5 i j ; s.• J :k Q� i I j :135'- 16 V 1 f A.D.S.. 0 2.79. f { i ( J l .I I mp� CS I I , ! 1 I rae4LJ)tlfN I I I i i , a { \ I I . i iFL, OUT= 274.01 , i i J } i t I 1 j 1 \ J ill { y , _ I { i FD FZ T4.5 � { ! - - ��_ - i .: .(.. --i-DRAIN- -- - - . - - , __ - _ �- i _ ..- f ,. YARD 0'i4; _ Ce ����, F 7F= 264.2 _.-.._..-... ...__........ _ ._._ .... - = - - - YtZ 1�� ls2� - -- - - -- - - - - ; ,i �? - - � ; � FL out 2so 27 _ ,25 - 10 A.O.S. 0 6.G% I � �S• _ � 1 ` FD FL � 260 7 • _ I _ 1 f 1 � r jj I TF= 276I'TO STORM MN1 f t � , I? z^66 'FL;-W&0 - '�7 60- • I + .D-� j • i � �e,.--1�-m-A � 56'-; 15'd A.D.S. 04.57. I _. .... .... - 1 1 �04 i _ OR 23 15 A.D.S. 2.0� ; { : ' i 1 7 - 6 � A. EL.�Z jj { 252.3 f t i �B ,#12 , _ _ • � FL ;lN 247.74 i ... _.. - .. �. _... {. .... ._ t I _ ...- 7F= 268.8 - .._.. .-. - -.. - _ . _... i - i t ? i ' J �>�`-LQ # I ; I 1 , t l i ! FL. •OUT= 247.49; k f - 4 i FZ !N 264.30 3 r :1F 276 8 i ' , , 1 =i - . -- :.:- - .__.. ._. .. _ r 44 --- --... -. ._-. _ !FL. 15 J&OUT= 271.94 _ � - '-- •-----. ; _.. _.._ _ _. . _.__.. _ J - _. __ _ _ i fL, QUT , 264,3D � J c 1F= 261.$ ! � I i 'FL, 10� FROM YD*t /11)= 272.36 - 1 TO S N.MN 1: -- FL, OUT=j257.'02 � - ' STORM MN #1 TO STORM FL, 10 ROM YD. j►12)- 27236 .. --._ .__ . .. -- - , ; -- - -- - _ - - - -- -- -- - - - 130,'- 18'0 A.D.S: 0 2.9% f f E , l _ - JI _'- I f ? ,. ? t .. .. ? r i { i 41 - :15 f1; A.DS. ®2.0%STORM N �2 1 . SAN. MN To'SAN; MN rJ6 i SAN. MN #V TO SAN. MN; /9 $AN. fMN �`9 TO SAN. MN /10 t f i j i " 7> 248.5 J I 1 i I 90-8 0 SDR 303 PVC �.2.69• J00 8 0 SO -3035 PVC ® J. _; _. _�..__ " __ -_-- _ _.._ ._ _ _.. _. _.._!! _ _. ±262.5L J { i 5 1 1 ?" i � , 212 -8, 0 SDR-3035 PVC, � 5.0% 1 ; CB), � � { (S QM NTAT70N CB .i ! ` FL, 'OUT= 242.18, ; 1 , , I I j CB 4 , I _ , ' I.. - ..... .. _( , ; , . ; FL. IN NW-= 257.96 �... _i . .. _ -. � 2623 � .� f I { _ - STORM MH TO FLARED END i . ; FL, 3.N NE- 258.38 FL, IN E 256, 20 ` i +i I _ f - - - _ __ _. FL. OUTS 257.96 FL, !N N-; 256.20 -; ... - ._ �... _� _ _ � 35'... ,S , -t FL, OUT= 256.20 I + f! a 1 t { 4 t i , - ._ - I ( _ I ' FLARED ENO ,iJ4 �. I f I - .- FL= 24Zo j I ii f iit APPLICANT & CONTACT PERSON MANNAR/NO BUILDERS, INC. C/O FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR CONN EC77CUT TEL. # (860) 289-7055 FAX (860) 289-7121 THE LOCATIONS OF UNDERGROUND U77LI77ES ARE APPROXIMATE AN ALL UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CALL 1-800-922-4455 AND HAVE UTILITIES MARKED ON THE GROUND. W 4; p RU 2 3 � o Cif � O_ W Q � W k3 e m � 2 ti m c 4 ZZE U O J 0o z z � � o w a Nin i is Irrrrrrim �w Or c :; - No. 9344 ♦� e• r�1 prmni��•. o i♦ �s 14 r •� �i '. No. 9344 TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. WILSON M. ALFORD,JR„P.E.R L.S. #9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL C IM ENGINEERS ©ONNECTKXJT • WILSON M. ALFORD,JR.,P.E.S L.S. (860) 688-7288 DATE: FEBRUARY 5, 2002 SCALE: 1 IN. = 4/40 FT. U_ U W ,jLJ z z O . O N H � m z �J U) O = ��n Q W Q 0 0 Q 0' 0 w Q W Q Q W v J a- O Lu v� \ o < J a I w 0 w Sheet 18 i 1 P: D. M0014W01 DFR: monl49A4 BUTANNARINO MANNARINO-RI n71F SS: 'SHEETIS 11 0 0 FOR CHASE ORCHARDS EXIST. 'r- --- CONC. MONUMENT PROPOSED STORM DRAINAGE ��\ 10' WIDE ACCESS DRIVE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR --- EXIST. IRON PIN+,± OPEN SPACE -------------- VISION ------ ++ pI- � .................... ORCHARD ----------- SE - - -- -- --- - --- -- _ _ -- AND ALlCE J. CARLSON Z KENr A•-.._FD`'� !a r Fo \ --_ `mow / •� 1,'� '(' q FF ` " i X ` X w 0 _ PA o 4 f� B R--------- -- � 4 0; to ' ` jLO. \ i' el N O LLI ,•Al FP ------------- F 9-RH CC \ w,- \ f _ No. 9344 c " - dCON1y • AR AR �,,......�'f►. A EMEN�ENT �����M. ALFoR,`q PA \ _ O'f EE WAS*. AN I1 E CONCRE - - _ * No. 9344 ; , sf OPEN SPACE 4 .. , v y o TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. HYDRMT WATER--=�•- u \\ �1 � ,; ,,, \\ yf j _ ".'`'� y _ �M-• PAINT MARK, AR' _ _ ----- --- --- _ _ C WILSON M. ALFORD,JR.,P.E.& L.S. #9344 CROSS WALK xs� ` \ y� t NOT VALID WITHOUT A LIVE - \ SIGNATURE AND EMBOSSED SEAL LIST — SEE SHEETS 20 & 21 FOR LOCA77ON OF PLAN77NGS ALONG PROPOSED SWEET MEADOW DRIVE \\`� ycn PA '----- ---- -- ----------------------- PLANT-- \\ -- - - - - - _ - FP } z ------------- ---- 03 OFF'EDGE OF PA,"ENT `', l ,\p SYMBOL QUAN77TY BOTANICAL NAME COMMON NAME SIZE 71ME TO MATURITY MATURE HEIGHT/SPREAD \`\ �, TREES.- \\\\ ---.�---------------------------3 ----- --- - ' ty\ 0 , - y ---- --- I �cuY WOE �,� AR 28 ACER RUBRUM 'KE17T-ISFORM 'KEITHSFORM NORWEGIAN 2 1/2" CAL. B&B 20 YEARS 50, / 30' \� - AR { ENCROACHES ON TO !('•. NORWEGIAN SUNSET SHAN7UNG SUNSET SHAN7UNG MAPLE ;\\ `--- -------------- (,+�/(, EP �Ef�S SUBJECT PROPERTY `\ ` t y lANDSM OONNE071OLrr ( TO BE RELOCATED TO ALL W CC 4 CERCIS CANADENSIS " ' • FOR WALK•C,ONS7RUC oN \ EASTERN REDBUD (TREE FORM) 1 1/2 CAL. B&B 20 YEARS 20' / 20'-- _. AR \ Q ` �✓ WILSON M. ALFORD,JR.,P.E.& L.S. t � ``, 101 \\ ' .• / 1 (860) 688-7288 t \ FP 14 FRAXINUS PENNSYVANICA 'PATUORE' 'PA7MORE' GREEN ASH 2 1/2" CAL. B&B 20 YEARS 70' / 40' CROSS WALK',,T� "cs. `\ -� �y � \ PA r- -" - - � W-R --_ DATE: OCTOBER 31, 2001 SIGN NS 12 PSEUDOTS'UGA MENZIESII (TAXIFOLIA) DOUGLAS FIR 3' - 4' HIGH B&B 20 YEARS 30' / 30' 1 ' 308 ------- ------- -W I i co - 1 * -j -- PA 20 PLATANUS X ACERIFOLIA 'BLOODGOOD' 'BLOODGOOD' PLANE TREE 2 1/2" CAL. B&B 20 YEARS 90' / 60' i\ _ s CO ' FP -� SCALE: 1 IN. - 40 FT. rTl PROPOSED 20' W1DE U SHRUBS' \ ! o� SANITARY SEWR EASEMENT 40 AR �! IN FAVOR OF THEE ZOWN OF \ tl. RH 43 RHODODENDRON AGLO AGLO RHODODENDRON 18" - 24" TALL 10 YEARS 8' / 8' ''', r `t , "'� SOUTH WINDSOR,' Ld \ �•"� �Y'�� W17H 7EMP, ORARY 20 WIDE z 41/'.vo f E .•�;"'�y l Yx'��i�•l� Y���� _.. 7! J �... � CONSIRUCAQN EASEMENT---- O Y Y Y 3 t ' l —�``... -. t I O• O z (J) O 1 _ �I{. r \ �`, �✓I``- =1`` f ` POR77ON OF OPEN SPACE D" To'8E / r�UTLER RIDGE 1/ SUBDIVISION, ADDED TO P OPOSE --- - - ----- _ _ Cj ( D LOT 1 / 202 --------------- ------------ (10 TF=301.3 O H ' 1 --- - - -------�;.�---------W------ -__- _ - '---W---i--1- f- �-------,�02'`=---fN__ EXIST. STORM DRAINAGE £X/4 AR O �- \ 09.0 cQ ST• y4ATE- ' i ; �'3 - ------ - ` (TYPICAL) R / / ` _ ��, EXISTING PAVEMENT �yp2- CB #4 " _ � ` CB � � ` ------_ `,v�- - '- n ca �K2 , "' — _ / r l LOT 31 `� Cl a (F�309.0; ,n,t - - - - - ----------- 1F=303.1 - _ ro Q CUTLER RIDGE l) (SED.CB) 41 ---------- ----- 302---------- SEpCB)-y Q, ��� `/, / / + m Q ,� ----------- -----------2 ------------ -- -- --- ` . _-___ - / / d I—� -;-----�_------- _------- --= - __-_._____-____-- - ----� -=:�. - .�1"-.��` -- - _ _ .;•t � -SST I ,'� w � � LOT 32 U CUTLER RIDGE ll y�GSF rO10• Q w I- 1 f 201 E 177NG 20 L19DE T ter+ r Ld CB fA Z f '`- ��' ` • ` I TON T HE TO OF Ljj SAITARY SEWER EASEMENT � V) �+ Q SOU774 WINDSOR (n z \ "CUTLER RIDGE ll" SUBDIVISION C'O \ ,\\\ / EXIST. HOUSE O J ' ✓ " \` Lli Ld `r ' VD 6 GRAPHIC:;} SCALE 40 0 20 40 \f* 160 ( IN FEET) 1 inch = 40 it. l V '' SHED AND LAWN AREA wAu - -.---`------ ENCROACHES: ON TO THE SUBJECT PROPERTY T E s oN ---_- �\ c �% 4°, , ST. 14 XIIRON PIN % '%� j E '� � 'Q l o� \ PROPOSED\MI TIGA TION AREA ' 12 It 11 FOR DESCR1P77% OF"PROPOSAL, REFER Tb- REPORT BY GEORGE LOGA;(V, SOIL SC1EN77ST, AT REMA ECOLOGICAL SERVICES, LLC &IV TLED- "SOIL PIT 1NFORMA RON & ' +` PORTION OF SUBJ CT PARCEL TO BE DEEDED TO ABUTIIAfG ^ ~w_� HABITAT ENHANCEMENT OPPORTUNITIES", DATED PROPERTY OWNER�(PROPERTY N11F KENT A. & AUCE J� CARLSCI ; JANUARY 22, 9002 \` ttt AREA TO BE CONVEYED = 2,900 SQ.FT. 0.067 ACRES ` 1 CONVEYANCE OF PROPERTY IS SUBJECT TO ACC07ANCE �\ BY 7HE ABU • ti \ , I I `� `, `. ` '\\ � o ss `. ,'`'•.-._ _---_ c'YJ ------------- Sheet x _ ----t r ; / \ tea '- TF�3p9js �`-_-_------ wy P. mnnl 40 n• t•Ann1AQA4 mi IIPP• KAANNAPINn FII P• LA ANN APII\In-RI n711= SS: SHEETI9 �----- C `--------------- -- -- - - — ��,'' 22 , EXIST-- VE R� A� � �E� EXISTING TO �_ � '- - 30U y - - - DETERMINED AS--- ----------- ------------------------- - _- mi 1.9a - --- - - - - --- - -------- •----------------- ----------------- - _ 22 1 to _-------- ,�---_.'"Y " - '"`_' 26 - , ' z 111 ` - 29n- - - -� -------------------------•'------------------------------------ o OA ATCH E G E 0 Is . --------- - -" ---_ - Zg LOT 1i �S10N REL A7E 6R RE�ET �IELD,f3 7H r.. oolgc: 11: ��-�'_`_"� / ( __-----'--------- - ORCHARD$. SU6D� AS,DEIERM► -----' R ------ _ ' --` /��` - -"_�.. 25 -- _ , 0 �}1 S \ - -r -- - -- __------ ------------`- / ---- \ - _ - ' Z�U - _ 23 Z. {MDE CLdsP EA -,��\\ -- -- SWEET MEADOW OR1VE f AR � �_ - ` 28 r ' FP AR } ' 4' DE CO ASKFp - --- ' -------------- _ --------------- _- • ��'` ICJ ` ''-_____--.------'—� � - - � � '•--' - � �` , PA m - - -----------------/--------------- � �- ,-------------- ~ �l FP - "SEE -SHEET -10 FOR. PLAN77NG SCHEDULE -- . • �' 107 FOR CONSER�A770N EASEMENT GW ,\; \ - - - LOTS 9, 10 AND 11�`-- -- -- __. PROPOSED NORWAY SPRUCE \ AR. I�. (SEE SHEET 10) �� - `` 29 -------------------------- ------------ ALP Z No. 9344 �'PoF •/CENSE,• � Q� A LFO,pa�`�► w el,;* No. 9344 �+ , Q v TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 2 w m ,)._., -------------------- -----' - _ _ - WILSON M. ALFORD,JR.,P.E.6 L.S. #9344 ~ EXlS77NG RUBBLE WALL SHALL REMAIN lZ 108' f- �` _ -- - �' ij� ?\\ PA `� �� - P! NOT VALID WITHOUT A LIVE �/" \ �� _ o --____ _.,.•_. _ \ - � �, __._._---- SA SIGNATURE AND EMBOSSED SAL 1 \/_--------- IN PA OPEN__ SPACE 2 - - - ---------------- UPLAN REV(EW'A - r:-- ------ --- ---------------------------------------- --- -- - - - - / ' '\--LA - -_ - ,�' - ,qP-✓ - - ✓----- ------\- ` �'" CNlE. l{ `/Lx�'. `� r r� WILSON M. ALFORD,JR.Y.E.6 L.S. \ _-_ (860)688-7288 - ---- --- - -- C -RH \\ 5-NS ;^ _____---- DATE: FEBRUARY 5, 2002 -- - - NOS OS --- ---- - SCALE: 1 IN. — 40 FT. ,NP•�------------------`----- w -mil N ' ---- -' ., ``.``•.. _ - ---- __. �`_...../`• ---- _ �PA- -,fix tf 105 %tt\`\ - - -------- • `�._._ �, ` 1 as —.._._ _ - Ifly 1 -- - -r LLJ AR QrLLJ U \\------------ ---------•---- -- ----- ----`--- -- - ` -- ' -- Co-- ` I—i \` / PA `\ \--------------- --- ll " 11 O Z ----- - -------------------------------- �J L� o s \ Qr C w / r K, ___ ` _ - W O ------------ -LLJ 1 O �4 V - '\� ILLJ Ld _ -._- �. 1♦ ------------------------ •� X` '� a LLI ------------ _ - _ CL 1J' W Al ,,,��._...._.�� %`\` �w � � ._-" �_ ram`+� - __ _ \ \\`� _` � _ %-_-_____ .> ..�o \ • `Y ` ' 2'L'SC TEMPORARY \\\ �ti,� OUTLET PIPE • i y/ _ 6 t t , ♦ _ pal�rw + + T + y i t _ _ rr•" , _ \'--------- `�.'- _..-._�.-._....._.._� b.... _ , p•c- '�',�' r `______________________•_________-_-- W ° - -- - - 1250 GRAPHIC`, SCALE - 4o p . 20 40 80 iao, ( IN FEET LOT 27 1 inch = 40 ft. 1.OT'26 CUTLER R/DG CUTLER RIDGE Il 747 L°� Y - �_ \-- _ ' \`� `' -- PROPOSED 20; WIDE STORM DRA/NA'GE --- - - ----'------- - -- -- ---- - -- --- --------- EASEMENT TO THE TOWN OF _SOU1H WINDSOR SEE SI-lEE719 FOR PLANT LIST 228 7NF-OCA77ONS OF-UNDF7?GFOU1VD UT1Ll77ES ARE APPROXIMATE Al .ALL U77LI77ES MAY NOT BE SHOWN. PRIOR TO CONSTRUCRON, NOTE `� " - `''` `.\' G-NTRACTOR SHALL CALL 1-800-922-4455 AND HAVE U77LITIES Sheep 20 / SEE SHEET 10 FOR SEEDING AND PLAN77NG SCHEDULES - '��:,, - _ `\\ ., MARkMON THE GROUND. FOR DETF. , 770N BASIN AND BIOFIL 7ER AREA P: M00149 D: M00149A4 FOLDER: MANNARINO FILE: MANNARINO—'l`PDZIE SS: SHEET20 ;V {` I. t '.. 44111j . M . N N I V. -V. --^-•'~'..,-- . ---� i(( ',i k a r - _ _ GF-233.58 II II i I , I II , : ii C I `: I F I . / A . / -..: -- _� ,4 � /I .� Q k i a (, I i I E 1 \: s ,N , - - - _ --' -. -. h U : w"-".l;r-... ,,,., i. i L it '�' 'r' ! I i i� - I O I I I I i 1 Ef O ' 1 ii 1111 -.,. h., ` ," I 1 W ' lil' !! 1-._-.y_' , ,O, . ! r -- . ''J 1' _..1. ' 1: II r - _.. it.- �,. It _ r,- /' , _ I ^ I ` i. { C I y, z. s268.84 ` �- _ ,fI �/ *-_-'-'�r --- /I-n1 I� I cn �.I _ _ N i 11 II _ F _ 1 _.> ' �� ,._ • L G �_ �� �� - *,f`{ i - I ro i - _ a,., ---11 m N i I a � s :- ` ''�, II �.! MANSIONS A T HOCKANUM CROSSING 1.• � ; I I N I� N J ,, ' I I s o ! i � �_-_ ' ww Z �: ^ IMPROVEMENTS SHOWN ARE AS PROPOSED ! ;I ❑ ; I a �� AND ARE TAKEN FROM PLANS BY I i ' J z Q 0 I !III I,._...I ��. i _ _ r' .� / !� �1 - ,f ` - d 't GARDNER do PETERSON ASSOCIATES ! I >- : r-_ i _.1 . �`�� ., �f II 1 ;i I� �w J LLII I I I •'I I 3 00 u„ I ►s2 i 1. { l• I .-' - ll }li NI n;W a I' !- ` }°= �? AS OF FEB. 19, 2002, IMPROVEMENTS I�iL cn l I t7PC = 35 11.44 . �o c� -== i _ .1�`j1`�` °' HAVE NOT BE CONSTRUCTED � tb i I I i ' 'J U- LL C� - :;r I '� ►� a! I I D `� _i � �i, 1e:� ..II ! 1 i; 1!1: II !' _ :J I� I 1_ -, I �I�`� ,V/ �� I 1 �,` r v� `/ 11uj W ` _ 'it / ! �i i 1, { G�=Z47.50 I I -i _ ! • I I ;I � a; S : , �// i / ar N i��5 , I i � I i I t �.. II "'ri �9�5 �1y/ ;, �; I - �' 11 I �� �',(`L3 O it'O Ul N 1 d ill y phi '!1. a I I1 I }'i I I �S i a��� '' .111 V .f cP� \ l P � '� `' N LL m 0 r/ 1�1ry4� ,i'h ioI 1 I! 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' i5 ; 00 I I �, i l6 00 i i ; ! - - - ­F - svp-,To P{'C 10.Ot r• I I I I I ! !' , I APPLICANT &CONTACT PERSON MANNARINO BUILDERS, INC. C/O FRANK MANNARINO 1169 ELLINGTON ROAD SOUTH KINDSOR, CONNEC77CUT TEL. Of (860) 289-7055 FAX ,f (860) 289-7121 I I THE LOCA T7ONS OF UNDERGROUND UT7LI T7ES ARE APPROXIMATE AN ALL UT7LIT7ES MAY NOT BE SHOWN, PRIOR TO CONSTRUCT70N, C ONTRACTOR SHALL CALL 1-800-922-4455 AND NAVE_ '-_ -,r_ ,NARKED ON THE GROUND. - .- .. P• M00149 Lr ca(WI -1'IA4 1''I''I I. I.IA11110Ai040 ' Itc c t;'I Z 0 I > w a ,P� O!�vvnrye-.. ,fZr� o� Tq. AL'opo'n�% `,I . ,* A: No. 9344 �, •4i.SSIONAL E3.111 F01sCON/y , -,, • . _v wI % *I a . i . No. 9344 J ••. C <�CENS!%#% •••I _ 1.i..uVt,lud rl '•��� TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. WILSON M. ALFORD,JR.,P.E.11 L.S. #9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL � I '11*70 r _��11Ilic.i: _WL ENGINEERS W 4DSOR, OONNEC 1CLJT • WILSON M. ALFORD,JR.,P.E.& L.S. (860)688-7288 DATE: FEBRUARY 25, 2002 SCALE: 1 IN. = 4/40 FT. I i- D U f__ U W z z 0 LL,r . U 0 Q) �v i U) \(/j\ j��\/\J �/ N Q � �i ^ �� W 0S S c� I I� = O U) O � Of 1� :�_W Q cc !;.Q O �,. (joQ�Q Z Vi uu Z3 co Ld , p L � � �_� O.- Q � i I I-( � W v) V) IY O � Q I w 0 V), i_ to , w Sheet 22 FiLL; HAChNn II'I