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HomeMy WebLinkAbout00-59P_RESURVEY PREPARED FOR EDWARD J. SUNDERLAND_MAIN STREETJ��JJ�J Lti L1V LbLL Li1S 11/k_J ._'-T S(CALT' n n RrtEF F PEAR TREE HIGr•I TONER ,rob p� $y� 04o� p� Zv "OPY ROb Ax sawzr corner �Et s C... A O° R SAigT 0 PAW Qo join d [w aAtrasr uc A*rA^W .aranrrY /aamo..q a a t 194 SITE FITCH MEADOW u 1 .f LANE ow Y O W l �11\ � a M QQ1L?YYAI@� �Irwv � .n1- S"wC ROAD LOGAT-ION MAP (NT�3_) St NOTED, EXISTING UTILITY REVISIONS ARE BASED ON AVAILABLE ' STING UTiUTiES SHOULD e TO CONSTRUCTION. `-,A>KED_ IN THE FIELD _ RtOR TO ....r 2 t ADD Pdi:Z ,LETTER RtM N IT BEARS NE AW%WiT UK Ili M �W14ATURE By_ Zoning Data Block ZONE: RESIDENTIAL A-40 ITEM REQUIRED/ALLOWED PROVIDED LOT i Lot Area 40,000 sq. ft. 40,097.2 sq. feet Lot Width 150 ft. min. 150 ft. Lot Depth 200 ft. min. 290.08ft. Lot Coverage 10% max. 6.0% Side Yard 20 ft. min. 49.1 ft. Rear Yard 50 ft. min. 162.5 ft. Front Yard I 50 ft. min 51 ft. 7 MAP Lor N/F ABUTTER LIST 108 1 1648 MAIN STREET ADDINGTON, L/NWOOO F Et ELIZAB£TH R. 2 1713 MAIN STR££T COLS MARY ANN LACY 4 1726 MAIN STREET CLAPP, CLARA L 5 P.O. BOX 424 JONES, CONSTANCE L. EAST WINDSOR HILL Cr 06028 6 1696 MAIN STR££T HAVENS, SUSAN E. 4• LAWRENCE" DRUCKENBWO 8 1678 MAIN STREET EVANS, DAVID & LOUISE C. 9 P.O. BOX 101 LA VEY, ROBERT W. & 8A1 RBARA E. EAST WWINDSOR HILL Cr 06028 10 1678 MAIN STREET EVANS, DAVID L. & LO" C• 11 P.O. BOX 101 LAVEY, ROBERT W. 8' AMARA E, £AST WINDSOR HILL CT• 06028 12 1648 MAIN STREET HERSEY LAURA A. & DAI£LLO NICHOLAS M 13 1648 MAIN STREET ADDINGTON L/NWOOD F. & ELIZABETH ANN RISLEY 32 1653 MAIN STREET ZARIPHES, CONSTANTINE JR. & DEMErRA 34 P.O. BOX 93 8ROWN, FRANK E. EAST WINDSOR HILL Cr 06028 34 1474 MAIN STREET BOUFFARD, JOSEPH M. & LUCIL£ M. 120 23 1837 MAIN STREET RAYMOND, DAVID E. DOUGLAS P. Jt3Z!!fZ D� ��iOtltiL Ulli7,C�AC3� 1540 SULLIVAN AVEYVUE SOUTH 1MIWDRa7F, C>pNN 0e074 0�1�S'9'P AREA CODE WO 16"2511 � Taary 11, 2001 O rut ro CF.RTiFiF.I) MALT, j EXIST. CB r. Fctwani Sunderland TF=73.12 M MI Strom INV = 69.32 15" IN) South Windsor, CTr74 INV = 68.97 a60OUT) I Dear Mr. Sunderland: - Re. Appl (P-59P, Sunderland one lot suhdivision \ rl � SNET 1620 e, EXI5+- 111I0N. We am pleased to advise you that the Planning & Zoning Comr ussion vroted on DWl01, to approve with W/1 RISE modifications alipticittion W59P on I acre to create 1 lot to be known as Sunderland one lot subdivision ` � 7 ?' � ` i / EXISTING on property located on the easterly side of hlam St., A-40 zone as shown on plans prgmnd by Design I / 4 Cti , , V h HOUSE Proftivionalz, Inc. project 41282 and dated 2!1 t100, as revised. This approval is subject to the following modifications: N/F LOIS CASE I . This approval is for nne lac. 2. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 3- All lots shrill be scrviecd by the Town of South Windsor sanitary sewer system and arc subject to the approval ofthe Water Pollution Control Authority. 4. Allplans used in the field by the dcvclopermuss brat Ibe st=.p avid authonzeil agm iture of the Town �% ✓ . `� , \ of South Windsor. I 5 Water shall be supplicti to this subdivision by public water I ANTI -TRACKING APRON^'��O' <9T ` �� 6 All easements for conservation ptrposes drainage or uulihes that may he required in connection with 6" - 2" STONE OVE `rF{�,, the vat of this subdivision, rotor be submitted on standard Town casement fount where /� ' \ , ' FILTER FABRIC11 appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space, public improvements and roadways must be submittal pnor to request for Town ` acceptance; all deeds inu st be in accordance with the policy lbw ac ceptmg deals and must be approved P by the Engineering Department and fown Attorney. �P� cv ANC tx� ^�. h 5 �O • \ 7 Fooling drains are required for each louse. Pnor to the building of any stnxnS: Atue on a lot. a i / P�� y" .;� �Q�/ iNVa66 topographk map, drawn to a scale of i" - 44Y, snail be submitted for each lot in the subdivision, showingI contol clevatirnrs and the k,cation of the footing; drains. No building tuTnits w ill T , .y. 9 S \ 11Y11p"�' n=, `g 1(P SNc'., '619 .��' � 4,�'/ 74.� �O � \ sal \ N/F CONSTANCE L. JONES be isaued until the proposed otmtourl4 floor clevatforns and location of footing drains have been I ��� ' 9 00 approval by the Town Engineer. I /} , _-� / �� L? 1 8 If, for :my reason, idntsbed grading and other individual lot site work is not completed, the Town <v \ p 1 J B Engineer shall, lelermme the .rmoant of a cash bond to ensure final grading and site work- This waft 74 `ti f bond nu,s, he ,,hmitted pnor to issuance :,f a Certificate ofOcct4ruK:y. 9 A drainagr assessment fee in the amount ofS50.00 shall be submitted to this Commission- \ C' , 10. No building permits will he issued until all modifications have "I complied with, and the final plans[ Off' - - - GAR`74 5 t \ have h,cn filed in the Town, Clerk's office. t 0 EXIST SM \ Lv �' FENCE OST TF=73.7 x I 25' ' O : C5 \ ri rO� S T 3588 h \ 11. Imn Pits must be located at all pro1wrty cornets. ��41 �� s CH Block and white transparent mylars of Sh,.cts J}1 with the above lnrodiftcations, together wl+h three '\ blueprint copies of the wtire set of plans (including arcdu�cctural cicvattonsl must tic submitted to this Couunission within 30 days t0 he stamped and signed Tine kners of apprtivsl of t�is Cnaunission, as wCl1 as the Inland Wetlands Agcr Y/Coosavattou Commisuon, must he reproduced on the mylars. Alter mylars have been signed by the Comrmasm, they wiil he returned to you for filing in the Ofru:c of the Town Clerk try 4f26l61. After filing these plans, a tapy of U1c receipt mast he submitted to the Planning Department. Sincerely, WL•alter J Mealy, Chairman Planning and Zoning Commission Attachments: need./easer»etrt policy Bonding polity Quantity I_�sttrnate Lighting ,lnliey 1:c: Town Engineer Chief Butldrng Official Assessor Superintendent of Pollution Control Fire Marshal Board of Education Design Professionals FINA,L 4. V4 APPLICANT OWNER EDWARD J. SUNDERLAND WILLIAM P. Ec COLLEEN J. GREEN SUNDERLAND PERIOD HOMES 340 RYE STREET P.O. BOX 362 BROAD BROOK, CONNECTICUT 06016 EAST WINDSOR HILL, CONNECTICUT 06028 TEL. (860) 623-5711 TEL. (860) 528-6608 THESE DRAWI1,165 ARE THE PROPERTY OF DE516N PROFE5510NAL5, INC., AND HA✓E BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PRO-ECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PER50N OR PERSON5 NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFE5510NAL5, INC. THESE PLANS ARE IN`✓ALID UNLESS THEY BEAR THE ORIGINAL 516NATURE AND IMPRES510) OF THE PROFESSIONAL ENGINEER OR SURVEYOR. 1 ­0 ANGLE POSTS I. SET POSTS AND 5• ANGLE O EXCAVATE A 6'x6' TRENCH FOR STABILITY POST UPSLOPE FROM POSTS. SILT AND SELF- FENCING CLEANING. 3. ATTACH FILTER FABRIC TO FILTER _ THE WOODEN POSTS AND EXTEND F ABRfC IT INTO THE TRENCH BACKFILL 2. ST THE SILT FENCI G TO THE END 7 THE POST 4. BACKFiLL THE TRENCH AND COMPACT THE EXCAVATED SOIL. UC N F . NTHETIC FILTER BARRIER DDO"_ V� THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20--300b-20 OF ,THE RErQULAT10NS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMS TO -HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE T OF MY KNOWVLE E AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 1 12882 Ri : ,VAR TEL LI C. N c. LOT NO. 1 OO 1 OMB, NOTES: / 1. THE BUILDING LOT SHALL BE LOCAED (4' MIN.), SEEDED, AND MULCHED SNET 3589 WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH STRAW OR EROSION CONTROL NETTING TO PREVENT MINTER AND SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE FOR ALL STABILIZATION REQUIREMENTS. 2. ROOF LEADERS TO BE DISCHARGED ON SPLASH PADS. 3. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. 4. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 5. NORTH IS BASED ON DEED REFERENCE VOL. 291 PAGE 257 OF THE SOUTH WiNDSOR LAND RECORDS. 6. WETLANDS - AS DEPICTED - WERE FIELD LOCATED AND DETERMINED BY REMA ECOLOGICAL SERVICES LLC. 7. PROPERTY IS IN AREA C - AREA OF MINIMAL FLOODING AS PER FIRM PANEL NO. 090036 00068. 8. VERTICAL DATUM BASED ON SOUTH WINDSOR RECORD SANITARY SEWER. 9. PARCEL IS IN ZONE A-40. 10. LOT AREA - 40,097.2 S.F. - 0.92 AC 11. LOT CURRENTLY OWNED BY WIWAM P. AND COLLEEN J. GREEN. 12. FOUNDATION TO BE EQUIPPED WITH A SUMP PUMP AND A CHECK VALVE ON FOUNDATION DRAIN. 13. HORIZONTAL DATUM BASED ON NAD 83 AND TAKEN FROM STATION 6309 AND STATION 1268. 14, ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. 15. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 16. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 17. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 18. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT `CALL BEFORE YOU DIG- AT 1-800-922-4455. 19. THE SIGHT LINE DISTANCES DEPICTED ON THE SITE PLAN WERE FIELD VERIFIED ON APRIL 8, 2000. 20. ALL FIELD MEASUREMENTS WITH RESPECT TO BOUNDARY DETERMINATION CONFORM TO "A-2" STANDARDS OF ACCURACY. 22. TOPOGRAPHY IN THE AREA OF THE PROPOSED DEVELOPMENT WAS FIELD VERIFIED AND MEETS T-2 STANDARDS OF ACCURACY. 23. ENTIRE SITE IS WOODED. 24. LOCATION MAP AND KEY MAP WERE COMPILED FROM OTHER MAPS AND OTHER SOURCES OF INFORMATION. AND NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY. 25. DRIVEWAY TO HAVE MIN. 8' COMPACTED GRAVEL BASE MEETING CT DOT SPECS M.02.06. GRADATION C. STRIP TOPSOIL AND PROOF ROLE PRIOR TO GRAVEL INSTALLATION. IF PAVED TO HAVE MIN. 2' BIT CONC. CLASS 2. 26. ALL SUMP PUMP PIPING TO BE BURIED WITH MIN. 4' COVER AND PRESSURE TESTED FOR 2.0 TIMES THE MAXIMUM PUMP PRESSURE. MAP REFERENCES: 1. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR HARTFORD-SP;NNGFIELD ROAD - E.SIDE FROM EAST WINDSOR HILL POST OFFICE STORE SOUTHERLY ABOUT 7900 FEET - ROUTE 5 SCALE 1'- 40' DATE 1-15-31 NUMBER 314 SHEET 3 OF 3. N/F DAVID AND LOUISE C. EVANS LEGEND O IRON PIN TO BE SET o MONUMENT; TO BE SET 300 _ _ EXISTING CONTOUR 3ElO - PROPOSED CONTOUR x 287.3 PROPOSED `SPOT GRADE +++�a"G oniny�F/yA�, - - - SILT FENCE. +�•�;'sq�r� e��•`gs PROPOSED TREE LINE WETLANDS LIMIT a �: `' _ 011 Z: - - 40' WETLANDS BUFFERCC �o 4-6 It <C/ a g .ir•A 860 •291 • 8755 PROPERTY SURVEY RESURVEY PREPARED FOR SHEET GRAPHIC SCALE ' eS1 n IMPROVEMENT EDWARD J. SUNDERLAND `° $° g LOCATION MAP 1 ( W FEET rofessionals, inc. DESIGN: RLH ORAw/v RLH/MH CHECKED: RPM/GB R(j00 AR�°�°]��+]�i'�' 1 inch = 40 ft. ! Civil Engineers - Planners • Surveyors - CiS Joe No.: 1282 DATE: 2111/00 seat : cte..,;e sou-: r, ridsor Uor:nect;C.i :'('. a DRAWING NOWIN.: (': AA✓08 1282 1282PP.DWG SOUTH WINDSOR®1�1�i .l t 1 5 % ♦ lei. - t R .a. C 4 � ' .A '�'.T.. -.�