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HomeMy WebLinkAbout97-38P_ZONING IMPROVEMENT LOCATION SURVEY FOR OAKWOOD DEVELOPERS, LLC, LOT 13 OAKWOOD ESTATES_OAKWOOD DRIVEr 0000, f rww r �� r r u•Iw� •r �� r ��. r U G EL. SERV. /� g/ % / M H # 1 r rr1r��n �� �' T.F.= 77.88 B.M.-T.F.C.B. Q i� CO - F!=(W)=71.4$ \`►� 1� ELEV.=76.56 -' ___ - FL=(NE)=71.38 __ fit *0 - - --- ------ -- ___- - 18" R.C.P. S= 0.2X �, !� 1' ` 1� t' 1 _y DBT.E C.Bs 6 �/ �.� - - _ - _ -.. - - .- - -- SAN�.- S FL W}a72.06 24't RCP S FL�S)=73.�b �'�' S=10% 213' 8"D.I.P. S=0.6X FL(E)=71.664r SAN.M.H.#'4 � . � 0 7�0 OAKWOOD. DRIVE 3 T.F.= 77.48 /AT7v.-' W -` " INV.=73.0677 8W - w-f w _ _ _�3`'00 co 140 To .' Pr 4--•�--- _ 4k r��3 a" eLcwoFs• ,� y L.P.�'� ii t( 11 _ Y 1 T.F.= 76.7 (,P.3�""�'�•�►w�1r.w i FL=73.50 C.A.7.v.`-<: ����F© = 53'58'05" l 8„ GATE VALVE(OL) �I r'"'""�'�"�r�"��•��+�•+wr.�r�rrl�r -` R = 25.00' /i'ANiANT-TRACKING RAMF Dl'21iiG CONSTRJCT{ON 126.54' • L - 23.5s' ! h , ,. 10' C.L.&P. S E T --___ TRANSf. Z EA EM N , 4 `+ \ i I P. To BE sET -• _ _._._._._._._._._._ _._._.__..,._._._._._._._,_._._._._._._._._._._._._._._._._._.�.-•-•-•-• _ _ " M.S.��� / N 10224.91 / ¢'% k 10182.89 ' • ..... � � •, ` 70 BE SET �� ! � / � o :� �.` ♦ ��\` 00 - PROPOSED DRIVEWAY APRON /� f 0 19PC1 g � GAR. Ft.=80.02 ....... S-BUILT / a h� ' ,♦ 2 STORY FRd FINAL 1�T FLOOR ELEV.= 82. ?' F!NAL BASEMENT FLOOR ELEV.= 16r, •I.F. SET N 10157.23 1 E 10027.33 �� ck afo 77.5 x �I 3oLry egSF�s� 1po �Op0��-0 00 ./,00 1 0 STEPS vt of � i7Of'SO4L STOCKPILE cv t WITH STAKED SILT FENCE ± AROUND BASE PERIMETER. c � STAKED SILT FENCE DURING CONSTRUtTiON-- C;j 1 0011, i A � 4 103'1'50" '\ 76'S8' 10"WON- 1� �yrn111r _ % r +IIII-Omp r r �a r do.1111- 040 'I.P. TO BE SET w •11"""'� rN 10013.12 E 10011.26 SET STAKES AT AN ANGLE OF 10't UPSLOPE FOR STABILITY AND SELF-CLEANING ktXLAVAttU MIUK TO iNSTALLAT:ON) SILT FENCE DETAIL N.T.S. NOTE: 1.TOTAL LOT AREA=53,751 SQ.FT. OR 1.2339 ACRES 2. THE STREETLINES SHALL BE MARKED BY MERESTONES AND IRON PIPES SHALL BE SET AT THE LOT CORNERS. 3. PROPERTY IS ZONED R-1(EAST WINDSOR), RR (SOUTH WINDSOR) 4. PROPERTY DOES NOT LIE IN A DESIGNATED FLOOD HAZARD ZONE. 5• MAP REFERENCE: "PROPOSED SUBDIVISION OAKWOOD _ESTATES SCANTIC ROAD, EAST WINDSOR & SOUTH WINDSOR, CT, SCALE: 1 "= 40', DATED: 9-20-88, REV. THRU: 5/23/95, PREPARED BY: HALLISEY do HERBERT. 6. LOT # 13 IS PART OF PARCEL #69, BLOCK #34 ON ASSESSORS' MAP #10. 7. COORDINATES ARE BASED ON AN ASSUMED COORDINATE SYSTEM. AS REWD. BY THE CONTRACTO NOTE: A WASH RACK MAY BE REQUIRED iF MAJOR SOIL TRACKING iS f XPEWENCED DURING CONSTRUCTION. BKVKEN aTONE 7 4" MIN. EDGE OF PAVEMENT FILTER FABRIC ( EXXON GTF 300 OR EQUAL ) ANTI -TRACKING CONTRUCTION ENTRANCE RAMP N.T.S. LEGEND �"'��"■�•�� PROPERTY LINE r SANITARY SEWER ---- w--- WATER LINE -- E--- ELECTRICAL LINE 0 GAS LINE = =_= =^ STORM DRAINAGE 114-4 PROPOSED SPOT GRADE try- PROPOSED CONTOUR -- -T14-- - - EXISTING CONTOUR f / E 10202.70 � r j MChVUMLNi ?l) t3t SFT ° ` 23034'40" • CONSTRUCTION SEQUENCE INTRODUCTION: - IN AN EFFORT TO MINIMIZE SOIL DISTURBANCE, AND REDUCE THE POTENTIAL FOR SEDIMAN'I GENERATION, A SEQUENCE FOR CONSTRUCTION HAS BEEN DEVELOPED FOR THIS SiTE. IT IS RECOMMENDED THAT THE CONSTRUCTION FOLLOW THIS SEQUENCE AS CLOSELY AS POSSIBLE SO THAT THE GOAL OF MINIMAL SITE DISTURBANCE MIGHT BE MET, BUT IT IS ANTICIPATED THAT SOME OVER LAPPING MAY OCCUR, RECOGNIZING THE OCCURRENCE OF UNFORESEEN EVENTS, ADDITIONAL MEASURES MAY BE REQUIRED BY THE TOWN BUILDING INSPECTOR, CONSERVATION OFFICER, OR ANY OTHER DULY AUTHORIZED TOWN, STATE OR FEDERAL AGENT. THE PERSON RESPONSIBLE FOR THE MAINTENANCE OF EROSION & SEDIMENT CONTROL MEASURES IS, KENNETH QULETTE AND DAVID GRIFFIN, D.B.A. OAKWOOD DEVELOPERS, L.L.C. 12 NORTHWOOD DRIVE BLOOMFIELD, CONN, 06002. TEL.-203-242-0150. 1. TO BEGIN THE DEVELOPEMENT OF THiS LOT, THE FiRST STEP IS TO STAKE OUT THE HOUSE AND TO FLAG THE LIMITS OF CLEARING. 2. THE NEXT STEP IS INSTALL A SILT FENCE ALONG THE DOWNSLOPE SIDE OF ANY ARE TO BE DISTURBED. (AS SHOWN ON PLAN.) 3. ALL THE TREES TO BE SAVED WITHIN THE CLEARING LIMITS SHALL BE FLAGGED AND WRAPPED TO PROTEST THEM FROM DAMAGE. BY EQUIPMENT, AT THiS TIME ALL TREES iN THE AREA OF CLEARING NOT FLAGGED WILL. BE REMOVED. ALL LiMBS AND BRUSH SHALL BE CHIPPED AND REMOVED FROM THE SITE. TREES AND STUMPS ARE ALSO TO BE REMOVED FROM THE SITE. 4. AN ANTI -TRACKING RAMP SHALL BE INSTALLED AT THE FINAL LOCATION OF THE DRIVEWAY. (AS SHOWN ON PLAN) 5. THE TOPSOIL IN THE AREA OF THE SITE CONSTRUCTION IS TO BE STRIPPED AND STOCKPILED IN A NEAT, COMPACT PILE AND SHALL HAVE A COTINUOUSLY, STAKED SILT FENCE INSTALLED AROUND THE BASE. IF THE TOPSOIL iS TO REMAIN UNUSED FOR TWO MONTHS OR MORE, THE SURFACE OF THE STOCKPILE SHALL BE STABILIZED WITH A TEMPORARY VEGETATION OR A STAKED MATTING. 6. THE NEXT STEP !S TO BEGIN EXCAVATION OF THE HOUSE FOUNDATION. AS SOON AS THE FOUNDATION IS COMPLETE, WORK ON THE HOUSE SHALL COMMENCE. THE SEDIMENT DEVICES ON THE SITE SHALL BE MONITORED AND MAINTAINED FOR THIER FUNCTIONAL INTEGRITY, ANY AREAS SHOWING DECAY OR DAMAGE SHALL BE REPAIRED OR REPLACED THE OWNER. 7. ONCE THE HOUSE FOUNDATION IS COMPLETE, WORK ON THE UTILITIES MAY BEGIN. AS SOON AS THE. UTILITY WORK IS COMPLETE, THE SITE. SHOULD BE GRADED TO ALLOW FOR ACCESS FOR HOUSE CONSTRUCTION. 8. WHEN THE CONSTRUCTION OF THE HOUSE IS NEARING COMPLETION, ALL THE FINAL GRADING AND SITE WORK MAY COMMENCE. THiS WORK INCLUDES THE DRIVEWAY, WALKS AND UTILITIES. ALL AREAS TO BE PLANTED WITH GRASS SHALL BE LOAMED, LIMED, FERTILIZED, AND SEEDED AT THIS POINT. ALL PAVED AREAS ARE TO BE DONE SO AT THIS POINT. 9. AS SOON AS PERMANENT GROUND COVER IS ESTABLISHED, ALL OF THE REMAINING SEDIMENT DEVICES MAY BE REMOVED AND ANY SEDIMENT FROM THESE DEVICES WILL BE REDISTRIBUTED ON THE THE SiTE. 10. ANY REMAINING DISTURBED AREAS SHALL BE LIMED, FERTILIZED AND SEEDED. NOTE: iT IS ANTICIPATED THAT WORK ON THIS SITE WOULD COMMENCE WiTHIN 2 WEEKS OF THE ISSUANCE OF THE BUILDING PERMIT AND THE PROJECT SHOULD BE COMPLETED WiTHIN 6 MONTHS OF THE COMMENCEMENT. ZONING DATA SCHEDULE- RR -RURAL RESIDENTIAL ZONING REQUIREMENTS REQUIRED PROVIDED MIN. LOT AREA _ _ -� -�-` -MiN. 40,000 S.F. V- 3,751 sg.ft. !ncluding Town of East Windsor LOT WIDTH ---_----__. 175 - 200 17-- R'---0 Amleiinn !ins - 226 - - - MIN. LOT DEPTH MIN. FRONT YARD --.- +- 50 - --r--- ---- 50.5 _ MIN. SIDE YARD _ 20 _ 108.3 -MIN. REAR YARD --------------- MAX. LOT COVERAGE 50 - - --- -- M&X` LOT CQyE G MP QI�S .- MAX. STORIES 15% 2 1 2 ,6.6% 2 MA . BUILDING HEIQHT 0' -�- t-~--- 1. SURVEY NOTES: -This survey has been prepared pursuant to the Regulation of Connecticut State Agenies Section 20-3008-1 Through 20-300b-20 and the "Standards for Surveys and Maps in the State of Connecticut" as adopted by the Connecticut Association of Land Surveyors, Inc. on September 26, 1996: -Type Of Survey is ZONING IMPROVEMENT LOCATION SURVEY Aftundory ee%tr!nation Category is DEPENDENY RESURVEY OF MAP REF. Ss of r cy is A-2 I. .' -- q I -I- 1 11 ,V - M11.M NR „VI IV OG PAVED SHALL BE LOAMED, LIMED, FERTILIZED, AND SEEDED AS SOON AS PRACTICAL. IF PERM- ANENT PLANTING IS NOT PRACTICAL AT THE TIME, THE AREA SHALL BE MULCH STABILIZED UN- TIL SUCH SEEDING CAN BE DONE. SLOPES STEEPER THAN 3:1 SMALL BE FURTHER STABILIZED USING SECURED JUTE MATTING. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL CEVICES. EXCESS SEDIMENT SHALL BE REDISTRIBUTED ON THE SITE. J. IIVPJVIL QHALL BL JI VI.KPILCD IN I.VIMPAI,T AREAS. THE PILE'S' i SHALL BE SIAtlI L!4LV USING A TEMPORARY VEGETATIVE COVER OR WITH JUTE MATTING. A CONTINUOUS STAKED BALED HAY CHECK DAM SHALL BE INSTALLED AROUND THE BASE PERiMETERIS). 6. ALL EXISTING VEGETATIVE COVER NOT REQUIRED TO BE REMOVED FOR CONSTRUCTION SHALL PEMAIN UNDISTURBED. ' PERMANENT VEGETATIVE COVER SHALL CONFORM TO SEEDING SCHEDULES GIVEN IN FIG. 6-2 & 6-3 AND TEMPORARY VEGETATIVE COVER SHALL CONFORM TO FIG. 6-1 FOUND IN THE "GUIDELINES FOR EROSION Ar SEDIMENT CONTROL-1985". 8. ALL EROSION & SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE REMOVAL OF ANY VEGETATION. 9. THE RESPONSIBILITY OF THE UPKEEP OF THE EROSION & SEDIMENT CONTROL DEVICES WILL BE DESIGNATED TO THE OWNER, GARY CORLiSS. 10. ALL VEGETATION CLEARED FOR SITE WOPK SHALL BE REMOVED FROM SiTE. THIS INCLUDES TREES, STUMPS ' BRANGHEJ, LIM112, AND E1,'1. To the best of my knowledge and belief, this map is substantially correct as noted hereon: KENNETH HFRB%RT 40. 8498 DATE This document and copies thereof ore a ne'y bear the signature and embossed seal of the desiy ansed professional. Unauthorized alterations to this plan render the declaration hereon n.iil end void. •qv � it• 13t ~1 +1•�/S�+' I' � •% � �' �+�f J L�l � 4 r����.`wW V V 'ice SVLLIVAN AVENVG S( V?4 W►N030R. C14lrl',I. 06074 AREA COOK ISO "4•2511 CERTIFIED MAIL 3une 19, 1997 David Cw#fr► Oakwood Developer% LI-C. 12 Northwood Drive swrnfetdl Ct 0115M2 Dean Mr, Griffin: Re: Appl #97-38R. Oakwood Estates We are pleased to aldvlse you that the Planning & Zoning Com"on voted on Junes 17, 1997 to approve whir modifications the above +.'efererscsed appllcaW for Resitbdlvislon to create one lot on property ivated at # 13 Oakwood Dive, East I indsorlSouth Windsor, east" of Sollintic Rood, RR zone as Siaowm on plans prepared by HaAlsey & Harbert, kite No.1613 33 and dates May 2h, 1991. TMs approval is subject to the fntlWng motlffications: 1, This approval Is for I lot. 3. Drainage and coriftellon for this subdivision 13 subW to the sppm* of the Town Engineer. 3. '411tatw "14 be supplied to this sli bdvision by public water. 4. A 94m used in t#te field by the davetoger must bear the #amp Ind authorized sl74Mn of ttta TCvwt of South YOndsor, 5, Ali easements far eDnwrvadon purposes, drainage or t6it w chat may be requtrod in canmeWon with tf''e appr" of this subd9vWom, must be submMad on st wx*d Town easement form wtwe appropriate, to this Commission prO to fllrtg the mylam and issuances of bulidir#g perrrtlb. M dead: for opera space, public I and roadways must be vibmitted qft W n t for Town ac>xpta+nce; all deeds must be 1n ac coWwwv w+ttt ft p0q for ameOng deeds and must be appnNW by th a Eagi nee" Departst'Ierlt ant Town Attorrt+ay. 6. if, for any reason,11n*ed grading and older• Imdi Ildtsai tot site work is not conV40ad, to Towm Engineer shall ,dmrmin a the amauns of a cash Ind to inure imali grading Drib sRs work. -IrRIa Cash bold mug be subm1 tad prior to issuax a of a Certificate of Osxgtpartcy. 7, A drainage asswrnert fee In the amount of $30.00 shalt be iubmitted to tVs Commission. 8, No brsgd mg permits will be Issued urlt�'ii all nWiiflcadons have been complied wIM, and the final plans have bw, filed in the Town Oerk's office, 9, Zoninng data table for the RR zone must be shown, 14,Grading is subfect to ttte Town Engineer`s approval. 1:.Consenreon easement must be marked whip n' numersts and the =rdtnates hated on the plan. Vack am white transpofent myors of Sheet #1 wO the above modificatlonts, Wgether vwth ttsree biuW;nt copies of tt!e entire sec of plants must be submitted to thirr Commission M Nn 30 days to be stamped and signed. he letters of agpmvai of this Cosnrsti"on must be repratuced on " mylars. After the my+an have been signed by Ilia Commission, they will be reWmed to you far flung in the Dice of the Town Clerk by October 5, 1997. After filing these plans, a copy of the receipt rnu t be submitted to the Planr1ng Departrr nt. 77 tn* yowl, PLANMW & ZMIK COWIS ION 1=stoic A. CaStm, Vice CIVrnw 'AT4kA.fj'D i* 7H :) IVAP PROUuCED I Y ORIGINAL INK DRAWING ON POLY FILM OR LINEN HA LISEY 4 HERBERT 221;4 SILAS DEANE HWY ROCKY iiil.(„ CT Q60G7 HALLISEY & HERBERT CIVIL ENGINEERS & LAND SURVEYORS 2264 SILAS DEANE HIGHWAY, ROCKY FiiLL, CONNECTICUT ZONING IMPROVEMENT LOCATION SURVEY FOR OAKWOOD DEVELOPERS, L.L.C. LOT # 13 OAKWOOD ESTATES OAKWOOD DRIVE EAST WINDSOR/SOUTH WINDSOR CONNECTICUT CEVISIONSC OCT. 27, 1997 REV. PER SOUTH n NDSVR A'PROVAt ' DRAWN G.T. CHECKED J.P.C. DATE MAY 26, 1997 SCALE 1 "=20' SHEET 1 OF 1 JOB NO. 1688-13 AUTOCAD FILE: 1 688-13.DWG ,`,A�y�s r u rr,rrs,• In �. CONS •• P R Oiy •' x O0% c„ o - .W No. 12020 ,,,.