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HomeMy WebLinkAbout02-67P_CHURCH-WOOD ESTATES SUBDIVISION_PLEASANT VALLEY ROAD.y ES1 AlrEs S lull 1)1'qV11S1()N i 1.I 40ft%amoff ♦'\./ 000`.I JAI ^./ is"%knI 11 1or ^./ oom%ftaI 11r owftftmI aom%knI aoft%amI 1/ 00=%ftwr ^=kV o1/ 1/ ^mv 00"%UI 11 ^./ 0*"%0=I 0woftanI Owa%w/ ^now 1/ 001./ 00ti./ ^mwff 00%ftmI 11 omm%naI 11 &Vn%ftwI Ow%mmI 0aftftmoff -- - - - &— — _ -- - - - . — — _ A PW A11 ♦ [-1 ♦ I& T TT T T T1 7 'Ink T ♦ "W k ��1 1 ♦ ■ ilrva/cc- i�rvA/cc-z 1 T>T T 4� / y r ANAIN't V ALLY y ]HIL, V Ali • �towK s�,� T-O-wn /� V / S'0—ai G Church Wood Estates 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 December 13, 2002TIC UT ~csoR•co�'�� TELEPHONE (860) 644-2511 Page 2 7 Rrncinn nnntrnl meacnrec to he nbi-M alnna the nlearina line_ December 17, 2002 2002* Certified #70020510000081152147 Very truly yours, OCTOB INLAND WETLANDS AGENCY/ Ward's Surveying Services CONSERVATION COMMISSION * REVISED 27 NOVEMBER 2002 TO INCLUDE TOWN STAFF COMMENTS. 22 Eleanor Drive , Vernon, CT 06066jdL & REVISED 31 DECEMBER 2002 TO COMPLY WITH APPROVAL CONDITIONS. RE: Appl. #02-67P - Church 'Wood Estates, Pleasant Valley Road, A-20 Residential zone Eliz A. Warren, Chairperson To Whom It May Concern: EW:dr OWNER/ AY F Li C AN `l' : At the December 4, 2002 regular meeting, the Inland Wetlands Agency/Conservation cc: Chief Building Official ti ~ ti ti ti ti ti ti ti ti Commission approved application #02-67P — Church Wood Estates — Pleasant Valley Road — Town Engineer Inland Wetland/Conservation Commission application to create a two -lot residential subdivision HENRY.,, CHURCH ORDWAY with house construction and associated improvements on property located southerly of Pleasant 479 Valley Road, A-20 Residential zone. This approval is subject to the following conditions: PLEASANT VALLEY ROAD 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" t c SOUTH WINDSOR, CT 06074-3431 to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. frj� a '`°f oFfi Telephone 860-528-2708 2. The application shall indemnify and hold harmless the Town of South Windsor against i any liability„ which might result from the proposed operation or use.^+ i' ► +; . ; t -r < w , 3. The permit is valid for five years and shall expire on December 4, 2007. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the WPCA a HILTON DRIVE i ORp�,gY Commission of a renewal request at least 65 days prior to expiration:. = t �� yPs ,. N ,�, a� DR/ VE rn 4. All approvals required must be obtained and submitted prior to any activity on the site. T cv JIo-win O-P Sou;,% ?d&u� 5. A contact person shall be identified on the plans. �� '1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �oo� �oyy�n 2 ALLEN R qI pE Z esoe•co TELEPHONE (860) 644-2511 N�; DRIVE o i 6. Establishment of a conservation easement as delineated by the applicant, subject to staff _ _ z review and approval. Prior to construction, delineation markers at beginning of conservation easement to be laced eve 50'and noted on the deed. December 6, 2002 I o Q o P every oQ oQ- v RONDA DRIVE �` o Mr. Henry Church Ordway i o Q P Z C -1 P Z C— 2 479 Pleasant Valley Road PLEASANT o 0 �t0Mr a 4 ASANT VALLEY ROAD At 8. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of South Windsor, CT 06074 y e subdivisionbonding.All bonds shall nfonn t enclosed h r determining di co o the a osed bond policy and all beSITE!'!!' 0 g P Y �PLEASANT VALLEY ROAD � .► o 'or o filing the final laps in the Town Clerk's s office posted n t m e C e g P P P s .. 0 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 0 av nnec RE: Approval t r a t 1 oco P s . o c s TELEPHONE 8 0 6 44-2 11 6 5 If developer chooses to submit a Letter of Credit for a one term di — _ the devel b C year said Letter of Credit must be P Y � 2-lot re -subdivision located on Pleasant Valley Rd. p "--•-..._ ODUNK . j Q�,�' r renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been RIVER El� PARKVI EW 13r3 received within 30 days before the expiration date, the Commission may, at its option, call the Letter Dear Mr. Ordway: U �� o it is holding. E� " CERTIFIED ll�IAIL DRIVE • 9: � A drainage assessment fee in the amount of $100 shall be submitted to this Commission. The South Windsor Water Pollution Control Authority, at its regular meeting of December 3, 2002, gave � approval for the connection to the Towns sewerage system of a residential 2-lot resubdivision at Pleasant Valley Road, South Windsor, as more specifically shown on plans entitled "Erosion and Sediment Control December 16, 2002 10. No building permits will be issued until all modifications have been complied with, and the final plans plan for Church -Wood Estates Resubdivision", prepared by Ward's Surveying Services, Vernon, CT, VALLE I have been filed In the Town Clerk's office. Drawing No(s)3 dated October 2002, revised 11-27-02, and subject to the following conditions: EASCISAN�4 Mr. Henry Church Ordway 11. Rear yard setback should be corrected to scale 40 feet. pL 0pL 479 Pleasant Valley Road 1. Approval must be obtained from Inland/Wetlands and Planning & Zoning Commission; if any South Windsor, CT 06074 12. Town Engineer comments of 12-10-02 must be addressed to the Town Engineer's satisfaction. other approving agency requests any significant changes that would affect the sewer connection the applicant must return to the WPCA for review and another approval. 10CALFry Re: Appl 02-67P, Church -Wood Estates 13. Street line must be established on Pleasant Valley Road frontage. The property between the edge of 1. ' Technical approval of the Town Engineering Department. SCALE: .1 99 = 5009 the road and the front property line must be deeded to the Town. The deed must be submitted prior to Dear Mr. Ordway: filing the mylar; all deeds must be in accordance with the policy for accepting deeds and must be 2Final Authority approval and acceptance of the sanitary sewerage connection will be given once . We are pleased to advise you that the Planning &Zoning Commission voted on December 10, 2002, to approved by the Engineering Department and Town Attorney. The 'sewer line has been installed and inspected by the Town staff, and based upon the written 5000 0' 5009 10001, approve with modifications application 02-67P' Verification of the Town staff that said sanitary sewer line was installed in substantial Reuubdivision on 3.6+ acres to create 2 lots to be k14. Either a shared driveway, or a driveway with a turn around is required. FEET known conformance with the design plans previously approved by the Authority, and meeting all Town I as Church -Wood Estates on property located on 479 Pleasant Valley Road, A-20 Zone as shown on plans regulations and appropriate technical specifications relating to sanitary sewer construction. prepared by Ward's Surveying Services, dated November 27, 2002, as revised. This approval is subject to Black and white transparent mylars of Sheets #2 with the above modifications, together with three the following modifications: blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this This approval letter must be superimposed on the final approval plans. SHEET INDEX TABLE Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as 1. This approval is for 2 lots, numbered 1-2. well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. Very Y trul Yours SHEET N061 SHEET DESCRIPTION 2. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. After mylars have been signed by the Commission, they will be returned to you for filing in the Office of 1 LOCALITY PLAN &TOWN APPROVAL LETTERS the Town Clerk by March 29, 2002. After- filing these plans, a copy of the receipt must be submitted to 3 3. Water shall be supplied to this subdivision by public water. the Planning Department. 2 NEIGHBORHOOD PLAN & GENERAL NOTES a Jos ph J. Carmo*, Chairman 3 SUBDIVISION PLAN &GENERAL NOTES 4. All plans used in the field by the developer must bear the stamp and authorized signature of the Town Sincerely, Water Pollution Control Authority N of South Windsor. 4 EROSION/SEDIMENT CONTROL PLAN & GENERAL NOTES a _ ////l 5. Footing drains are required for each house. Prior to the building of any structure on a lot, a ` '��'`"' c.�_.� JJC:dd topographic map, drawn to a scale of 1" = 40', shall be submitted for each lot in the subdivision, Kevin McCann, Chairman SOUTH WINDSOR showingproposed contours elevations and the location of the footing drains. No building emits will Planning and Zoning Commission Cc: Matthew Galligan, Town Manager Pt.P►N�!li'dG i��p T. P P g g P g g Michael J: Gantick, Director of Public Works P55°CIq T,O� PREPARED BY: be issued until the proposed contours, floor elevations and location of footing drains have been `°� °� approved by the Town Engineer. KMcC/kah Jeff Doolittle, Town Engineer Marcia Banach, Director of Planning W ' U RVEYI N G y 6. WPCA approval is required. cc: Town Engineer John Collins, Chief Building Inspector o A z t Chief Building Official Robert Ward, Jr. — Wards Surveying Services U WARD E R V I C E S 7. If, for any reason, finished grading and other individual lot site work is not completed, the Town Assessor °2 E L E A N O R DRIVE N Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash Superintendent of Pollution Control <qNo suRJ�`{ I N bond must be submitted prior to issuance of a Certificate of Occupancy. Robert Ward SHEET 1 OF 4 MEMBER FIRM VERNON, C 0 N N E CT I C U T t a U MAP 10021201682E ■ 60.? 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I •! ,,.r,,,,j" ..,....o--b"+E� -^--•.._,..,„..,..�� `""�"• s..,,,°° - i "j� i � t �I ,.,•t"" � I f � � ty 1'7 e �. s s 11d1 Sf 1 r f 4 r W ;;�. ■ N F 0 ; H IN[ ►0a� w: Air r �..Awl o ♦ �,� r ,� � '''.5 '� ':� '`''`'. d p,�C� '•...�,h,,,�,,..f`..' � �`y� j 1 �,. �. � � �� ■ ■ ■ ", 1 [ f f.. I NEIGHBORHOOD PLAN SCALE. 1 " = 1009 1009 0' 1001, 2009 FEET GENERAL NOTES. 1) BACKGROUND. A) STANDARDS; USED, THIS MAP HAS BEEN PREPARED PURSUANT TO "THE REGULATIONS OF CONNECTICUT STATE AGENCIES" SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LANE) SURVEYORS, INC. ON 26 SEPTEMBER 1996. B) TYPES OF SURVEY, FOR THE LOCALITY PLAN AND NEIGHBORHOOD PLAN, THE TYPE OF SURVEY PERFORMED IS A "COMPILATION PLAN". FOR THE SUBDIVISION MAP, THE TYPE OF SURVEY PERFORMED IS A "SUBDIVISION MAP". FOR THE EROSION & SEDIMENT CONTROL PLAN, THE TYPE OF SURVEY PERFORMED IS AN "IMPROVEMENT LOCATION MAP — PROPOSED". Q PURPOSE ()F MAP, THIS SET OF MAPS IS ONLY INTENDED TO DEPICT THE CREATION OF LOTS 1 AND 2 ALONG WITH THE LOCATIONS OF EXISTING STRUCTURES, EASEMENTS, AND MONUMENTATION. OTHER DATA HAS BEEN SHOWN TO DEMONSTRATE THE VIABILITY OR BUILDABILITY OF LOTS 1 AND 2 and FOR INFORMATION AND ORIENTATION PURPOSES ONLY. THIS SURVEY IS INTENDED TO BE USED TO PREPARE PROPERTY DESCRIPTIONS FOR CONVEYANCE AND IS INTENDED TO BE RECORDED INTO THE LAND RECORDS. .Q) BOUNDARY CATEGORY, FOR THE LOCALITY PLAN AND NEIGHBORHOOD PLAN, THE PROPERTY LINES DEPICTED HEREON DO NOT REPRESENT THIS SURVEYOR'S PROPERTY/BOUNDARY OPINION. THESE PLANS WERE COMPILED FROM OTHER MAPS, RECORD RESEARCH, AND/OR OTHER SOURCES OF INFORMATION. THEY ARE NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND ARE SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. FOR THE OVERALL ORDWAY BOUNDARY, PROPERTY LINES AND PROPERTY LINE DATA DEPICTED HEREON REPRESENT A BOUNDARY CATEGORY DETERMINATION/OPINION BASED UPON A "DEPENDENT RESURVEY" OF THE REFERENCE MAP CITED IN NOTE 2)A)i) BELOW. THIS SURVEY IS, THEREFORE, SUBJECT TO SUCH FACTS AS AN INDEPENDENT RESURVEY MAY DISCLOSE. THE BOUNDARY CATEGORY DETERMINATION/OPINION FOR LOTS 1 AND 2 IS BASED UPON AN "ORIGINAL SURVEY". E) CLASSES OF ACCURACY, THIS SURVEY CONFORMS TO CLASS A-2 HORIZONTAL ACCURACY FOR BOUNDARIES OF LOT 1, LOT 2, AND 'OTHER LAND'. WETLANDS FLAG LOCATIONS, TOPOGRAPHIC FEATURES, AND CONTOURS CONFORM TO CLASS T-2 ACCURACY. THE LOCALITY PLAN AND NEIGHBORHOOD PLAN CONFORM TO CLASS D FOR HORIZONTAL ACCURACY AND TO CLASS T—D FOR TOPOGRAPHIC FEATURES AND CONTOURS. E) DATES OF SURVEY, THIS SURVEY IS BASED UPON FIELD WORK CONDUCTED ON VARIOUS DATES BETWEEN OCTOBER 2000 AND SEPTEMBER 2002. el) V_ ALIDITY MA THIS P IIS'NOT VALID WITHOUT THE BELOW NAMED ENGINEER/SURVEYOR'S LIVE ORIGINAL SIGNATURE IN BLEED —THROUGH RED INK AND HIS RAISED EMBOSSED SEAL OR SEALS FIXED ON EACH SHEET. ASSESSOR'S MAP 34 PARCEL 122 #479 PLEASANT VALLEY ROAD N FI HENRY CHURCH ORDW AY VOLUME 86 PAGE 407 A 9-% r A r 1 A r% r1 r n - 2 AI'CtA. A�.IN L. ZONE. RESIDENTIAL A-20 DI STRICT 1 2) REFERENCE MAPS. A) BOUNDARY DATA, BOUNDARY DATA WAS TAKEN FROM THE FOLLOWING MAPS: i) "PERIMETER SURVEY FOR ZONE CHANGE ON PROPERTY OF HENRY CHURCH ORDWAY LOCATED AT 479 PLEASANT VALLEY ROAD IN SOUTH WINDSOR, CONNECTICUT SCALE: AS NOTED SEPTEMBER, 2002 MAP 90212012 PREPARED SUBSTANTIALLY CORRECT TO CLASS A-2 ACCURACY, SIGNED, AND SEALED BY ROBERT A. WARD, JR., L.S. 9069 FOR WARD'S SURVEYING SERVICES ON 22 SEPTEMBER 2002 [FILED IN THE SOUTH WINDSOR LAND KLUUKDS AS MAP 2887]. ii) "PROPERTY SURVEY RESURVEY PREPARED FOR: TOWN OF SOUTH WINDSOR VETERAN'S MEMORIAL PARK 565 PLEASANT VALLEY ROAD SOUTH WINDSOR CONNECTICUT SCALE 1 inch = 100 ft. ... NOVEMBER 1, 1999" PREPARED SUBSTANTIALLY CORRECT TO CLASS A-2 ACCURACY, SIGNED, AND SEALED BY RICHARD P. MARTEL, P.E., L.S. 12882 [NOT FOUND FILED IN THE SOUTH WINDSOR LAND RECORDS]. iii) "PROPERTY SURVEYED FOR ALLIED BUILDING SYSTEMS INC. PLEASANT VALLEY ROAD — SOUTH WINDSOR, CONNECTICUT ... SCALE 1 "=100' ... DATE JULY 30, 1970 SHEET NO. 1 of 1" SUBSTANTIALLY CORRECT TO A-2 ACCURACY, SIGNED, AND SEALED BY HAYDEN L. GRISWOLD, L.S. 536 [FILED IN THE SOUTH WINDSOR LAND RECORDS AS MAP 863B]. iv) "PODUNK EARTH PRODUCTS RECYCLING CENTER BOUNDARY MAP U.S. ROUTE 5, CHAPEL ROAD SOUTH WINDSOR, CT. ... DATE 10-19-91 ... SHEET NO. K2" DECLARED SUBSTANTIALLY CORRECT TO CLASS A-2 AND SEALED BY LAWRENCE R. GEISSLER, JR., L.S. 12327 [NOT FOUND FILED IN THE SOUTH WINDSOR LAND RECORDS]. B) STREET LINIE DATA. THE SOUTHERLY' STREET LINE HAS BEEN SHOWN AS PARALLEL TO DATA TAKEN FROM THE FOLLOWING MAPS: i) "MAP ENTITLED "PLOT PLAN PROPERTY OF ANDRE L. CHARBONNEAU PLEASANT VALLEY ROAD SOUTH WINDSOR SCALE 1" = 40' APRIL 1972" CERTIFIED SUBSTANTIALLY CORRECT TO CLASS A-2, SIGNED, AND SEALED BY WILLIAM J. CARRINGTON, L.S. [FILED IN THE SOUTH WINDSOR LAND RECORDS AS MAP 1166B]. ii) "PLAT I PLEASANT VALLEY HOMES PLEASANT VALLEY ROAD SO. WINDSOR, CONN SCALE: 1 "=601' JAN 1957 ... SH 1 of 2" REVISED THROUGH 21 MAY 1958, CERTIFIED SUBSTANTIALLY CORRECT TO A-2 ACCURACY, AND SIGNED BY CLARENCE WELTI, P.E. [FILED IN THE SOUTH WINDSOR LAND RECORDS AS MAP 436A]. C) SNETCo EASEMENT DATA. i) DATA FOR THE EASEMENT ON LOT 1 WAS TAKEN FROM A MAP ENTITLED "EASEMENT MAP — TOPOGRAPHIC SURVEY MAP FOR SOUTHERN NEW ENGLAND TELEPHONE COMPANY ON PROPERTY OF HENRY CHURCH ORDWAY 479 PLEASANT VALLEY ROAD SOUTH WINDSOR, CONNECTICUT DATE: NOV., 2000 SCALE: AS NOTED SHEET 1 OF 1 SNET DSA #2305 MAP 1 1001 1981 E" CERTIFIED CLASS A-2, SIGNED, AND SEALED BY ROBERT A. WARD, JR L S 9069 FOR JC SOMMERS ASSOCIATES IM P [FILED IN THE SOUTH WINDSOR LAND RECORDS AS MAP 27191. ii) DATA, FOR THE ADJACENT EASEMENT WAS TAKEN FROM A MAP ENTITLED "PACEAAPMT T[1 RE (:PAMTrn Tfl CAIDTrr) RY Tr1WM nD Cr)I ITW WIMII¢�1D DI CACAKIT VAI I Cv IV ♦VI - IV111� VI JVV111 v,11\VJVI\ 1 LLr1J/'9I\1 ♦,1L_1LL1 ROAD SOUTH WINDSOR, CONN. EASEMENT MAP SCALE 1" = 20' DATE 4-18-83 SHEET 1 OF 1" CERTIFIED CLASS A-2, SIGNED, AND SEALED BY RICHARD MEEHAN, L.S. 12330 [FILED IN THE SOUTH WINDSOR LAND RECORDS AS MAP 1242A]. D) NEIGHBORHOOD PLAN DATA. i) BOUNDARY DATA WAS TAKEN FROM A MAP ENTITLED "CADASTRAL MAP OF TOWN OF SOUTH WINDSOR HARTFORD COUNTY, CONNECTICUT SHEET 22 OF 150 PREPARED BY: QUINN ASSOCIATES". THE MAP WAS SCANNED THEN DIGITIZED. PROPERTY LINE I1I4ZTAAIrC4Z CnD n0nW'AV DADrCI %A/CDC TAIlCAI EMMA TUC" Mt_1T17C11 DD/1111,rT VIJI/•11\VLJ 1 VI\ VI\V1v/•%1 1 Ml%1 ,LL t1LI\L Ir11\LI\ 1 1\V1rl IIIL VIVIIILLV I 1\VVVVI• ii) IBID. SHEETS 23, 33, AND 34 OF 150. iii) TOPOGRAPHIC DATA WAS TAKEN FROM THE CORRESPONDING TOWN TOPOGRAPHIC MAPPING WITH A 30 MARCH 1988 DATE OF PHOTOGRAPHY. NEIGHBORHOOD PLAN FOR C URCHp%AwW00D ESTATES RESUBUDVISION ON PROPERTY OF HENRY CHURCH ORDWAY LOCATED AT 479 PLEASANT VALLEY ROAD IN SOUTH WINDSOR, CONNECTICUT SCALE: AS NOTED OCTOBER, 2002* SHEET 2 OF 4 40" 0' 40" 80' FEET * REVISED 27 NOVEMBER 2002 TO INCLUDE TOWN STAFF COMMENTS. & REVISED 31 DECEMBER 2002 TO COMPLY WITH APPROVAL CONDITIONS. ♦ v%T T1 JL-"LZ nr ♦ rr • h w Ow 0% ,r-L VE Ar BAJ Tor o u u *wq u w1VBuzi FMAP/PARCEL I OWNER(S) AREA 22 / 4* ESTATE OF ANTHONY BOTTICELLO 11.37 acres 23 / 1* KEVIN CHARBONNEAU 0.00 acres 23 / 91 * TOWN OF SOUTH WINDSOR jV.M.PARKj 9.03 acres 23 / 92* TOWN OF SOUTH WINDSOR 2.40 acres 33 / 20* ROCCO C. & PAOLA CONACI 4.33 acres 34 / 1 GENE & KAT HLYN M. DePIETRO 0.47 acres 34 / 2* GENE & KATHLYN M. DePIETRO 2.50 acres 34 3 / PAUL E. & LYNNE K. PEPPER 0.51 acres 34 / 4 LILLIAN MASON 0.45 acres 34 / 5* I P(1MAPf1 P PPI I F'TIPP ITV V I•r-,I NV ". 1 VVVL 1 1"1\ (1 -47 V •V / r,rrcc \nlV1 VJ 34 / 79 ANDRE CH ARB ONNEAU 2.45 acres 34 / 109* SCOTT A. & JoANN S. GLANZ 0.00 acres 34 / 110* ALBERIE Y. & GERMAINE A. CARON 0.20 acres 34 / 111 B RIAN P. & CARLA A. GOOLS BY 0.32 acres 34 / 112* LISA M. BOWMAN 0.36 acres 34 / 113* ROBERT A. & KAREN S. ROVETO 0.46 acres 34 / 114 JEANETTE A. MICHAUD 0.60 acres 34 / 115 FRANCIS B. & KAREN E. DROUIN 0.51 acres 34 / 116 MARK H. & JESSICA L. PASQUALINI 0.50 acres 34 / 117 CAROLYN A. MOORE 0.44 acres 34 / 118 JOSEPH W. & DOLORES M. BEAULIEU 0.48 acres 34 / 119 RUTH W. St. JAMES 0.48 acres 34 / 120 RICHARD F. & JOAN M. KELLEY 0.46 acres 34 / 121 DAVID T. STONE 0.47 acres 34 / 122 HENRY CHURCH ORDWAY 5.02 acres N / A* TOWN OF SOUTH WINDSOR JROADSJ 2.49 acres TOTAL AREA OF 500' POLYLINE 46.67 acres . * DENOTES THAT ONLY A PORTION OF PARCEL IS WITHIN 500: OF ORDWAY PROPERTY ° ALSO PLEASE NOTE THAT THE SELECTION OF INCLUDED PROPERTIES and ALL AREA COMPUTATIONS WERE BASED EXCLUSIVELY ON A DIGITIZED VERSION OF SOUTH WINDSOR ASSESSMENT MAPPING. SHEET INDEX TABLE SHEET NO.1 SHEET DESCRIPTION 1 LOCALITY PLAN & TOWN APPROVAL LETTERS 2 NEIGHBORHOOD PLAN & GENERAL NOTES Z d 131 AM O- ^rME n A I \1^T1'c` JVJVIrIJIVI`I rLMN CL VLIrLRAL NVILJ 4 EROSION/SEDIMENT CONTROL PLAN & GENERAL NOTES THIS MAP IS NOT VALID WITHOUT BOTH MY LIVE ORIGINAL SIGNATURE IN BLEED —THROUGH RED INK AND MY RAISED EMBOSSED SEAL FIXED HEREON. Pssoc►gT1o� PREPARED BY: TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. .oJ a� U RVEYI NG LJ Vic,._ Z " ? WARD'SERVICES y o a DATE. 22 ELEANOR DRIVE ROBERT A. WARD, JR., L.S. 9069, FOR WARD'S SURVEYING SERVICES — TELEPHONE (860) 872-6350 <gN1) suR`��` COPYRIGHTED IN 2002 BY ROBERT A. WARD, JR. — ALL RIGHTS RESERVED. MEMBER FIRM VERNON, CONNECTICUT MAP 100212013R2E `O• r �£qp SC29fS3%SqR AP SS4£4SS/OrRoS 4it AP34 Op0.N/F 1pgOT£34PgR� F 4 g,cyG•�34 �OtURgNp37MC Cy'gp,N VSp�llVq`feaB•AyyZOt UMNO4'3 PPl0M EtOT0 YNAII£ G£ �l; S££NR£�PT c£ p EgM£E UOI 4,H£44pNT V4 pVISI ON ERSyo£cqMkgN£q 0 MAP40/STANOe, m trt An1 s N '` r vice/Dt NOr£SA;l 4'CA,�NTsZ)eifq02pAsQAVB /44 4 V/S/oN CO o :. • RICr �v��t� � � ��v 4✓. z g.'•::•:: AV) �v 0 IV¢o o2MCID ;.. :; :':. .''.; :::•:•::•;:'::•::: :.. Q <v� Q Q° ,��, N v O Z V N <v Q '� 02 � BOO STRfer �? QQ O �� `�J¢ Q -.. JO O o " p � � Q� � .� C� O�" O trNf 7.0 �v �o 2 i 0 BF ' ' "' riC :.; :.•. IT �• ^ _'; o?J� o o M Q J Q ^ ,dry � Gi v Ov^ O� m c, Q �vQ ry / o¢� �o p, v `'• 0 O <v Cli J2 " Q �vQ2 Q' Q' ? �. ¢ WZ Q M J� nD 2 ORv O o o Q 2O ry o /� �v Q 2 Q Q (� ,� ry J tij v J O ry y:•:.:.:::::::::::::: o :::::::::::::•:,: 4, l j 4, A, �� h3 �= 2 • o o Q oo ��, Q O / ¢o Q Q . o / o �=o o Q � ¢ �, ::•�:;:: :.::::htq '::•:::::::::::::.: APpR :: o ;::;: ; \ Q `� ���" os Q 03 Q Q Q o Q„ _ `tQ' o 4 M Q QO Q„ ::;+�:;:: ::•:1? : .:::::::::::::..... OF OX/M Gi °j = Q = Q 1�e �CJ Cq (O 2 h O Q O v�Qo) , TIOo O 4 M <v ¢ M Q O Q o2 0 Q �RA4 7._�O?�¢GjvZry�QQ�IvVZ�OW�O� H �v Gi 44 O <v Q' <v o O ? O ¢ o J*y. O Z l 0.............. ' _� G ry s e S Cij ,` 3 Ul 4� ry Q V �. ry ! J U J �i ..... !� / Q' 4 O r ? � v Q' J o O 2 O O <v N �, �, \ o O � � 3 � � �. \ 2 0 O ^� 0 N Q- J O Gi \ E �t O 0 ¢ O O 4i � h I / .H v v J <ci 2 Q' h J 4i 2 H 0 0 v O .� Z .� 2 o 0 0 � U H � N rn 0 P H A Q R f � 0 V 0 LLI z ... o U V I S fit! • N 3 _a, S I / M0 t e6 :.::. •:?+iiC:� :; ......¢• A 4 S '�9 �5..alb,• :..:'.:.•�.. ^�:.'. R.:. s •B.• • 2Li N %�E�• �• •� L. •' �D • �• `I. 5 07TC �C 9SoTREETLINESHOWN R 02oo 0RDWAYPR0PERTYISA RE 8ARNF0U NR0 PROPOSED a`D r 0N M SUBDIVISION I0NREGULAT10NS 0 NC a_ IsHE": • C APTER4.C.3 6 :�� . J Q SF C••NOT AN ESTABLISHED STREET LINEETCO 509S _- /b C- x F- a- U.J H 1 M rr') O Uj O_>'d0Q :XQVcLX ZWj! Cq N in O N QOa>> W W w owcvi"'z t)o-OW— (n 9x m .. Lai to z 0 Dw N Co LL. -i Z N ;` > N "M": 5%"t x 5%"t CONCRETE] MONUMENT WITH Y"t CENTERHOLE FOUND BURIED 2"t AND ROTATED 45•t TO STREETLINE " " " x • 5 t 5 t CONCRETE /a /a" I MONUMENT WITH '2"t CENTERHOLE FOUND BURIED 2"t [POSITION HELD] .!Q!: 5%"t x 5%"t CONCRETE MONUMENT WITH f CENTERHOLE FOUND BURIED 3"t [POSITION HEIILD] �: SIGNAL FROM METAL LOCATpR WAS SIMILAR TO THAT OF ABOVE II CONCRETE MONUMENTS, BUT PAVED DRIVEWAY WAS NOT EXCAVATED TO CONFIRM "0": 4"f x 4Y2"f MERESTONE FOUND WITH TOP CHIPPED AWAY & 10"t ABOVE GROUND LEVEL, LEANING WESTERLY 3+" . •;ice.•,+4.i� f �y w WETLANDS FLAG LOCATION w ^^^ .WET-15��`\\ ::;: ?:::+i;: • sk:�: ���'^ z AND REFERENCE NUMBER Q o _ WET-2 d x : NN W ,. c' w z o Z + 1 ` ` 40 VUILDI ' ` WET-5 Q N i \� :�:i;�G' LINE >a w N WET-f4::: 'WET -is, AREA = ,2`7,114 sq.ft. :::'::r:::: �, ♦ / Q F- o o k0NE RESIDENTIAL �A- WET-3 •�` •♦ cL w o WETLANDS AREA \ 20 JL `h , = 2578t \Iq.ft.y. 4 I z 10p•-YEAR AREA = 8894t s .f AR +,: .. cv z z w ` : �. q t.: ; AREA . 32 386 s ft. / 1 (v w U W ::': �� -__NET BUILDABLE AREA `' ; 'ZONE = RE$iDE q'- WET-1 0 .� .. _ Q w v� `'' - _ \, NTIAI WET s� w o Z o o N W (::::?: ♦ j3,483t- sq.ft____ ;c' 1: : , EASEMENT AREA X' w Q Q w ::: ; WETLANDS AREA = 'S -, '`` �' THER R100-YEAR AREA O L.M. -Bttt@tE- AE--- �S WET O^ ':' t'• ' TOT I _ `t _ w Q'�" k►f .. AL AREA M Q U z •...:: ia: '� t,�) ZO — — 3.6t acres / > w a a° NE RESIDENTIAL, A-20 °- c� Q WET-7 mz=QiLa Za QUO_ w • W W 11100 r•- .- V) / ' • V / OwZ w� Nd W W W W LLJ Z WET-12 fn r- LL _,� • / J J _1 Z W Nd\OOOOOw WET-8 Q N ::::: t ::• • ''. Z > I I WET-9 �I 9 8 �( yy H Y1 IRO � - 0 / N WET 1 PIPE WI TH H t HIC K RING CO PPEFOUND :'�:':�: ::.•.::;::;: R? � ON ,• TO � FR OM 0 M P F OU ND 2 t END OF C H NLINK FENCE WITH �. / • •• `� x;:;::;..•. TOP BURIED 2"t • ::::;:::::: END OF EXISTING 6"t CLAY PIPE / • :: ::: / RO L__ N Mq s R 1 WET-11 k f R r 0 40 .— RE � AR YAR D e LINE f INN WETLANDS - FIELD INDENTIFIED & FIELD LOCATED10 ` •♦ `'�° "' / 100-YEAR FREQUENCY FLOOD LINE S/ per NOTE 5 MAP WETLANDS °£ NON- _ �,..•�c YqR� APPROXIMATE TOP OF RIVER BANK AS FIELD LOCATED��•� i ANC WET L/N£ APPROXIMATE CENTERLINE OF RIVER SHOWN AS FIFTEEN FEET FROM EVIDENCE OF OLD FENCE LINE FOUND per NOTE 2)A)iii) MAP STOP OF BANK 50' BUFFER BETWEEN RESIDENTIAL AND NON-RESIDENTIAL ZONES �5/8"IDt IRON REBAR WITH YELLOW CAP (MARR ED) �•�. :...::.::.::..:�i_.:: ":~lt.::.:! . ;,:;; : ; �:x LASE LED „ FU ss &o NE ILLMACH.CT.„FOUNDWITH 3„ E GROUND LEVEL, JUST NO ..,.•..•..,.• ..•.....,...,.fit::::;:::::: '::;:::::: :;:::: ;: ;;:: RTHEASTERLY LINE OF SICKLY 30 t ELM(?) TREE N 65*-20'-23» W �_..:....:.. / PODUNK RIVER ASSESSOR'S MAP 22 PARCEL 4 Z ::,'•.''.''�••�. � CHAPEL ROAD, JOHN FITCH BOULEVARD, 1'/k/a PODUNK BROO & PLEASANT VALLEY ROAD N/F ANTHONY BOTTICELLO V (11 1 M V Z A 7 M♦ .-- -- r/ I c� W :0..;: tv t \ t4 QQw U O d I- Z. �M -ir w m w z:;:: ©:: W Q z m W zQwA:;: a z''' O 0. +•': 4-m.. o z CL W mzwo 'W W LAS a � N W =sue EON IAI �W Ato . �..... . FOUpet fO RON Rfe NO W/ryUSS & qR Wir ;,Op 3 ONvii, y )z AeOVF GR� CTp 4 NO 4f V£C PLAN VIEW SCALE: 1" = 40' 40' 0' 40' 80' FEET x_ , WET-25 M �• O e Cq Cq PLEASANT VALLEY ROAD 0 '-25" E —s— L to iron rebar found 3/4"t0 IRON REBAR FOUND BENT AND BURIED 2"t EASEMENT IN FAVOR OF N/F SOUTHERN NEW ENGLAND TELEPHONE COMPANY PER VOLUME 368 PAGE 1,23 EXISTING CHAINLINK FENCE 5/8"t0 IRON REBAR FOUND BURIED 2"t AT NORTHEASTERLY PARK CORNER [HELD FOR LINE] LEGEND 3/4"t0 IRON REBAR 0 = OUTSIDE DIAMETER FOUND BURIED 5"t f/k/a = FORMERLY KNOWN AS N/F = NOW OR FORMERLY EXISTING CONCRETE PAD EX. = EXISTING 3/4"f0 IRON REBAR FOUND WITH F.F. = FIRST FLOOR ELEVATION TOP 1"t ABOVE GROUND LEVEL T.F. = TOP OF FOUNDATION ELEVATION 1/2"0t IRON REBAR FOUND G.F. = GARAGE FLOOR ELEVATION WITH TOP 3"t ABOVE GROUND B.F. = BASEMENT FLOOR ELEVATION LEVEL, 3Y2't FROM TOP OF sq.ft. = SQUARE FEET RIVER BANK - TO BE REPLACED WITH MONUMENT P.V.C.P. = POLYVINYL CHLORIDE PIPE T.P.P. = TRUSS PLASTIC PIPE INV. EL. = INVERT ELEVATION ASSESSOR'S MAP 2;� PARCEL 91 S.W. L.R. = SOUTH WINDSOR LAND RECORDS #565 PLEASANT VALLEY ROAD M =-90' BUILDABLE SQUARE per 10.1.a N/F TOWN OF SOUTH WINDSOR / y-o _ EXISTING HYDRANT VOLUME 102 PAGE 637 ORIGINAL PARCELS ❑® = EXISTING CURBLESS CATCH BASIN VOLUME 128 PAGE 436 ADDITIONAL PARCELl VOLUME 368 PAGE 123 EASEMENT to SNETCoj ZONE: RESIDENTIAL A-20 DISTRICT SEE NOTE 2)A)ii) MAP. CONSERVATION EASEMENT - TO BE MONUMENTED, MARKED WITH INDENTIFICATION DISKS, AND DEEDED TO TOWN OF SOUTH WINDSOR AREA = 29,041 SQ. FT. OR 0.667 ACRE li.e., LOT 1 = 17,718 SQ.FT. & LOT 2 = 11,323 SQ.FT.,[ 3/4"0 3'± LONG IR REBAR SET WITH TOP ON t ABOVE GROUND To REPLACED WITH MOMI LEVEL REBAR , SET LONG, IRON ABOVE WITH TOP' 3"t G R OUND LEVEL-----__ EA. PLEASANT 7/8"tO IRON PIPE FOUND VALLEY ROAD BURIED 5"t [POSITION HELD] A=Ors 429_50» R=761.27' S 66 0 22 43 E L — 3 6 • 0 6 SCALE: 1 " = 109 10' 0' 10' 20' FEET G4 02 O O yj A .: o z ::. CIQ C z0T� V1 SUBDIVISION MAP FOR CHURC ^wWOOD ESTATES RESUBUDVISION ON PROPERTY OF HENRY CHURCH ORDWAY LOCATED AT 479 PLEASANT VALLEY ROAD IN SOUTH WINDSOR SCALE: AS NOTED CONNECTICUT OCTOBER, 2002* SHEET 3 OF 4 40 09 40 809 FEET REVISED 27 NOVEMBER 2002 TO INCLUDE TOWN STAFF COMMENTS. & REVISED 31 DECEMBER 2002 TO COMPLY WITH APPROVAL CONDITIONS. 3) LAND USE RESTRICTIONS, ETC. THE ORDWAY PROPERTY MAY BE SUBJECT TO or MAY BE IN FAVOR OF THE FOLLOWING: A) AN EASEMENT IN FAVOR OF THE SOUTHERN NEW ENGLAND TELEPHONE COMPANY PER VOLUME 1181 PAGE 253 and MAP 2)C)i) ABOVE; B AN EASEMENT FOR THE GUYPOLE ANCHORING IN THE NORTHWESTERLY CORNER; C RIPARIAN RIGHTS ASSOCIATED WITH THE PODUNK RIVER, AS MAY EXIST; D INLAND WETLAND / WATERCOURSE REGULATIONS OF THE TOWN OF SOUTH WINDSOR; E PODUNK RIVER FLOODPLAIN REGULATIONS; AND F THE ESTABLISHMENT OF STREETLINES FOR PLEASANT VALLEY ROAD. 4) INLAND WETLANDS. THE INLAND WETLANDS BOUNDARY SHOWN HEREON WAS DELINEATED IN THE FIELD BY KENNETH C. STEVENS, JR. OF SOIL SCIENCE AND ENVIRONMENTAL SERVICES, INC. ON 24 APRIL 2002 VIA THE SETTING OF NUMBERED COLORED FLAGS. THE FLAGS WERE SUBSEQUENTLY FIELD LOCATED BY THIS LAND SURVEYOR. 5) FLOOD ZONE. THE HUNDRED -YEAR FREQUENCY FLOOD LIMIT ELEVATION WAS TAKEN FROM A MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP TOWN OF SOUTH WINDSOR, CONNECTICUT HARTFORD COUNTY PANEL 9 OF 11 COMMUNITY -PANEL NUMBER 090036 0009 D MAP REVISED: FEBRUARY 23 2001 FEDERAL EMERGENCY MANAGEMENT AGENCY" and FROM THE CORRESPONDING DETAILED STUDY. 6) DATUMS — HORIZONTAL and VERTICAL. ELEVATIONS ARE IN FEET AND ARE APPROXIMATELY BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AS TAKEN FROM CONNECTICUT GEODETIC SURVEY STATION BM2954 €= NGS S85-1986j BEING ELEVATION 81.083 USING ONE-WAY TRIGONOMETRIC LEVELING. ONE BENCHMARK IS SHOWN AS 0 ON THE PLAN. COORDINATES ARE IN FEET AND ARE APPROXIMATELY BASED UPON THE NORTH AMERICAN DATUM OF 1983/87 AS TAKEN FROM CONNECTICUT GEODETIC SURVEY STATIONS A-3471 AND 6269 BEING AT N861,829.280, E1,048,481.547 & N861,743.319, E1,049,445.556, RESPECTIVELY, USING ONE-WAY TRAVERSING. 7) UNDERGROUND UTILITIES, ETC. 0 S4 LOCATIONS OF EXISTING UNDERGROUND FEATURES DEPICTED AND NOTED HEREON MUST BE CONSIDERED APPROXIMATE AND INCOMPLETE; AND W.S.S. DOES NOT TAKE ANY RESPONSIBILITY FOR SUBSEQUENT ERRORS OR OMISSIONS WHICH MAY h HAVE BEEN INCORPORATED INTO THIS PLAN AS A RESULT. TELEPHONE "CALL BEFORE YOU DIG, INC." AT 1-800-922-4455 BEFORE EXCAVATING. vow 9 2 %" 8) GRADING. ORIGINAL CONTOURS (SHOWN AS DASHED LINES ON THE PLAN) HAVE BEEN FIELD LOCATED. PROPOSED CONTOURS (SHOWN AS SOLID LINES ON THE PLAN) ARE SHOWN IN AREAS OF OF PROPOSED CONSTRUCTION. FINISH GRADING SHALL BE ACCOMPLISHED AS INDICATED BY THE PROPOSED CONTOURS. DRAINAGE SWALES SHALL BE CONSTRUCTED AS INDICATED TO DIVERT SURFACE WATER RUNOFF AWAY FROM THE HOUSE AND DRIVEWAY. SHEET INDEX TABLE SHEET NO. SHEET DESCRIPTION 1 LOCALITY PLAN 8c TOWN APPROVAL LETTERS 2 NEIGHBORHOOD PLAN &GENERAL NOTES 3 SUBDIVISION PLAN &GENERAL NOTES 4 EROSION/SEDIMENT CONTROL PLAN 8c GENERAL NOTES THIS MAP IS NOT VALID WITHOUT BOTH MY LIVE ORIGINAL SIGNATURE IN BLEED —THROUGH RED INK AND MY RAISED EMBOSSED SEAL FIXED HEREON. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. L * bj® 1I "f wARq 21 & DATE: SA iU & % ROBERT A. WARD, JR., L.S. 9069, FOR WARD'S SURVEYING SERVICES — TELEPHONE (860) 872-6350 COPYRIGHTED IN 2002 BY ROBERT A. WARD, JR. — ALL RIGHTS RESERVED. MEMBER FIRM PREPARED BY: WARD'S ERVYING VECES 22 ELEANOR DRIVE VERNON, CONNECTICUT MAP 100212014R2E ASSESS a C pT HlC�O�'S MAP ,, �£ OR/V 34 P — NjF pq�� a/ �S Or VAC` ARO£� 3 ,q oNE M£ p 9£R 4` l YNN £y NOM£S 3 S££ N0,£S/�£N AG£ 4 £ k �v £ 2)e T/ 4 2 / Ak )��) A . MAP DISrR/ 0 or N �0 '` SS H OR'S ,�I" SOT 4 So"' MAP �. N/F 4 p DR/� 34 P cu o��UM£gNCSA 8 NT£ q ARc£� lS J ^�� �i 1 # 8S£ss0 , UM£ 822 p A 0 2 '�RFN NOM£S J� ��,��P .). QQ t 4 0 P�F S MAP AG£ 12� lOR/G • DROV/Ue0/�/ ,^' o2m�v� ,��"_ N/F 44 4S Ptt ANr V34 P 1NAM�At D£N S/ON v O �i o� =\H i ,� ZpO���AR3 - ec T Vgt£y 1'04/ /'6 CygNG� -04'�o &) ?�7 V11 o- �_� o S££ NoR�s/��N . AG� SS/Cq y y �£s �v o �i o E 2)e)CAM A 2p `• pASQligUeO/V/s / �v MA /STiNO AP D/ST/l�j l0% b 1-1 ..": :. At 4C'CV w(b� O :' . fX/ NyO' �/1'pt�gRY S R/CT �Vo WST v/) Ek'f J o v O �HVj M T p R mc�� V�O� 4► MA//y FX/ST IN IN I'• Sq J� o � � � 2 Hwy/C NG /0, OMM /TgRy c� h QQ� ti, 'SN ' :' y /S A.0 ON TR SFWf '� o= <v '•'.'-: a ::::'' : NoT P F FNC R Q v p /� �`8,. sypii,� RcR H ,�= 4. M p i e �� QY STR O=- � � Q C9v 44. F£T� �' o �__ Q C9` ' iG� ya:: cW FSTAe`/ u*:89d: ::::. Q" O�v��v� N Off^ ::v.R:: sHFD ;•::•w:.::.:•••- _� �Q � v \ O AP o �V <v , .:::: :: :;::!�9IQR i• :::::::::::;::.... PRO ::::::: '' :: �v'� � :...••ra.•:• ::.:.: :::':::::::::::::;:.;.. F H ATf :::; Q ;: :: ' ''':'' :':::::':::::::::.' :.. , J ., O :::;:?�tr::..:,::::::::::-: AND/CA COCAT/ '': S' :::::::':::::::::•,.. J 2 .;..:..:..:..:....;...., PPF ON O v RAMP �O O <v N 0 .. �� ;' S ... 4 6 0 48 Q�� J40 4� U�OQ` �=Q _ . (V 2 � v ,4 ,Nr 4C4 �Q,�� �� M Q RO^ , ry Q�_\• J4-�O �44O �vO�� Q �G k` ,�ge4p3'Q`r.QQ`Qy� Q ��Qvlo�� P Q�cJ# O � Q� 2 QQ' DRv O �OQ� U OOMM 10� ,� t,Q mO Q`T Q Q `t Q. ,��Q M � O Gv�o Q py 6- Q' � Z Q� •� Q h= Q Q, m,7Q)S v �\OGi .- G9--^ �`� 4-4<�v :7h�'kY8�60 -Zh PROPOSED DRIVEWAY SHALL BE PAVED. PROPOSED 6" P.V.C.P. SANITARY SEWER LATERAL Z,O 0 INSTALL A CONSTRUCTION ENTRANCE WITH 2% MINIMUM SLOPE TO BE CONNECTED �V h\! (ANTI —TRACKING) PAD OF 30' MINIMUM TO EXISTING 8" T.P.P. GRAVITY MAIN TO / LENGTH, PRIOR TO CONSTRUCTION. TOWN STANDARDS — INV. EL. at MAIN = 43.7t; INV. EL. at HOUSE = 45.5 PROPOSED DRAINAGE SWALE PROPOSED WATER SERVICE TO BE PROPOSED ELECTRIC, CONNECTED TO EXISTING 12" MAIN EXISTING 8" T.P.P. SANITARY SEWER TELEPHONE, AND ON NORTHERLY SIDE OF ROAD GRAVITY MAIN IN COMMON TRENCH r , :+ !I: ::::::::::: .: :-`: :.-:.- .'.:.-::•.•.. a CABLE SERVICES WITH EXISTING 10" A.C.P. FORCE �� . . ::: ::::: 4qc PROPOSED 6 P.V.C.P. SA NITARY SEWER MAN (WHICH IS SHO\NN I H H I ( ) D - I �C3 ::-:�S '''' •• LATERAL WITH 2% MINIMUM SLOPE T 0 t (n _ :!4 t� BE CONNECTED TO EXISTING XI IN LATERAL EXISTING S Y SEWE • •F••�•''SANITARY R X :•:: i S '" T:.•:.:• :• :• . U N 0 W z O N / /. /• O N Z Q UOV F_ ix - U x M > w- ev W T, a~ <� �a� z ce .. r- N 0wV(�no W f� x I 'i voi�owZ w z 4 Ul w(DLt.Jz .. ':{ N'�\OO J •., ;. N U , z 3t 3 It a 2 0 0 N < I 0 a a` z . `s z a N t a 0 U 0 Np G .:,•�::.::.:;.: REPORTEDLY 1.8 DEEP - IIJV.EL. at MANHOLE (typicai) A �- • 2 V D �' 5 — — � F LATERAL 42.9t• INV.EL. at HOUSE-44.5 R/ D a , V d ' ,...... Fw i A Y ....;.. 0 0 0 . V J — tr�N' �� V ti U $ J iu 3 N , 4 �•:..::.:..::::.• :.• 2 O I 0 •v' . 2 2 e i �__ A R N �. 1 c 5 8 G o i IN - N B GAS MA . •� ti 2 GJ ATI r — �%tL'•' : :.. O NOT SHOWN k. N V — o ::az� C N.. o O Y '4R 0 0 0 Q� M i k o 0 f 0 0 R o' o o i P 0 '::::oo� � ✓ o 0 0 — 52 J � O O Q o ' ::cep ya 54 / : o° :':::: '::::: :::, / _ S ETC ? NOT AN ESTABLISHED STREET LINE / ° !- ':: Y V ::.,--_\,-:- :I:: . 0 ATE AREA—::::c:: \ o `' :'•,• : ° oo Oo o ' ;;:;. " .• AP XISTING' - - - ' � : �, o !,�' o�oo�o° ° © N >, E M `-Y ° o • -OF STE BX ":: • cP _� r __� '.. o 00 0 ° -.. s \ — — SE C OWNER — — \ ,' _ = ' _ :� lli:t;� : _ 2 t oo ° o 8 I::: • *464 4 PER / J y . & Z °oo ° ;' 1. • . �' _ / O \ECG / Dc ::+: ; I \ s.o ::: • s`�''' r�s ��� ftftftft: ; ; /:::'1) LN" EL/# — .. I, 0 1-1 — — 40 4 bc � ,:i% :.: :;:: 42 \ / . \ / ::•. .. :: .:::' \ \ ::.:::.: ,r::; .:::. :I �"/ "Mw/ / .IK / _ / l R`M ,SOON I �.:. ::;f:: ::::;: / /1-1 / ''�' ': • \ ♦•': %:::' �FopC1NG CRVSHEDa�� / / ::i �. / :::::::: :: • /� / :::�::::.: �;:;:,:.: -!� w\thou EEj ��p�° — — � / :�; / w \ \ �� \ ::::::r AT / Bx l I I - - 9/8 t3f IRON PIPE WITH 1 " ♦ ':: ' ': '::::::::::::.':•::::::•:. . ::::. -.... ::::::.•:.• TH / t THICK \ / �.• • .• • .. ?::::: :::::::: RING (COPPER?) / i ER? ON TOP ♦ :::: .: ;a::�.:::::::::::: :::::::'.::: FOUND :':::::::::::.:.. ''' ::::::::::::`.. FROM E 2ft t ` .... �.................. •..::: / ND OF CHAIN - - ♦ - / 1 \..' ::::::::: ; : ; :: ;:::::::':::;:::::'':::;::i::::::::::::::::::::::..... ::I TOP BUR LINK FENCE WITH / �. .• .- .• •• . ••...• .• END OF EXISTING 6"t CLAY PIPE / •Bx i. • .. T / 0 i �- - --�— of \ �: I S :::: - i:;::::.:..•• i Lm Er :::::.:... �_ -30- WETLANDS -FIELD INDENT 1 ( - y''"::::::::::::::::::::::::::::::::: ::;:::::::::;:::::::::::: r IFIED & FIELD LOCATE _. - — 36 /`'`::;::::::::;:::::::::. ::::::::::::: 1 _ D ��/ 00 YE AR F :`:;::r::::: :: R E U - Q EN CY FLOOD LINE per NOTE 5 ►� _`�� `::::::::;:::::;::::::: :' MAP = ���•* - _'- APPROXIMATE TOP OF RIVER BA - - a•• _ NK AS FIELD Ds- 3 ELD LOCATED NIETLAN / / APPROXIMATE CENTERLINE OF RIVERS LmQ ,� HOWN AS FIFTEEN FEET FROM TO(' OF BANK 2 o a j EVIDENCE OF OLD FENCE LINE FOUND per NOTE 2)A)iii) MAP- Lm a Z. ��� 50' BUFFER BETWEEN RESIDENTIAL AND NON -REBID W o (,, Z ENTIA \5/8"stst IRON REB = I > >z L AR ZO WITH — NES H YE LLOW EL LOW j. C:::::::r::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::;::::::::::.::.::.:....:.......... F- M " AP Q � A R w RED LAB E L ED F Q U S S &-: y,..•..•......... M A 0 N EI L , x NC " H . C T F OU N x •::: D :' .� . IT P 3 �.4 ::::::: ':':'.::::; t .... � BOV ,..., ,.:��.1.......... :,. OUND LEVEL, JUST . �. NO RTHEA '++xx. " ST LY:: ../• • .. ••.�••.. •. LINE ..:..:�..:..;..;..;..:.::.. •.. OF SICKLY \ ' N 30 t ELM(?) TREE o o:,: ��¢:: \ PODUNK RIVER \ I `� -J S. ASSESSOR'S MAP 22 PARCEL 4 - -3? _:� J `�- /% m a: CHAPEL ROAD, JOHN FITCH BOULEVARD, }� ...,..alp F- :::, f k/a PODUNK BROO ' z a u & PLEASANT VALLEY ROAD N ::: : �J o Q . �l N/F ANTHONY BOTTICELLO I o � � VOLUME 347 PAGE i 66; ETC. I :OQ: lo:: : ° Q:: y-I (n ZONE: INDUSTRIAL DISTRICT W ::IQQ: �! a a �:[,, SEE NOTE 2)A)iv) MAP. CO \z o �: . 'N� t:lN w 003`' NOTES: \ :. z �,, w :: C� a=w 1. THE PURPOSE OF A STABILIZED Li im- J X#T+NG : ROAQYIIAY:'• PAVti�Nf CONSTRUCTION ENTRANCE IS TO REDUCE THE TRACKING OR FLOWING OF SEDIMENT —� x o -Z J \ U J _ - . ONTO AL THE -_� :. °°°°° ( W 0 0 ° ° ° ° °°°°° °°°° A °°°° °°°°°° A 2. BEFORE INSTALLATION, THE AREA OF THE IRON III , °°°°°°°°°° °°°°°° s M _� : w:. ::::-,-,*:.:.. . o°o°o°g°g°g° ENTRANCE SHOULD BE CLEARED OF ALL Er, /F No£R To � - " .I.. ,-•':'- o °o VEGETATION, ROOTS, AND OTHER /N eF s h �"'` s T WAT �e ,ark 4 0 a `: ::::::::.... °°°°°°°°° OBJECTIONABLE MATERIAL TO THE FR �Ae / '2 SILT FENCE °°°°°°°°°°°° °°°°°°°°°°°° DIMENSIONS SHOWN. TYPICAL PROPOSED PLAN 1O' X 30' 3. PLACE EITHER A WOVEN OR NONWOVEN VIEW (MINIMUM) PAD FILTER FABRIC ON SUBGRADE PRIOR TO GRAVEL PLACEMENT. CT.DOT 2" CRUSHED STONE 4. THE PAD SHOULD BE MAINTAINED IN A „ °°g°o°g °o°o°o °g°o°o°° CONDITION WHICH WILL PREVENT TRACKING 4 MIN. °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°, OR FLOWING OF SEDIMENT ONTO THE ��/���\�/���\���\��\��\���/��\��/��,,,V\, /���\ STREET. THIS WILL REQUIRE PERIODIC ■ SLOPE TO DRAIN _ FILTER TOP DRESSING WITH ADDITIONAL STONE FABRIC OR ADDITIONAL LENGTH, AS CONDITIONS SECTION A —A DEMAND. CONSTRUCTION ENTRANCE PAD NOT TO SCALE FO r_l RON �O ai ::::::: ::::::::::: UryD FV RFe a :. •!••: ••• k'/ H SS BcgR W/T * '`?�.:: T TOP 3 pNf/i�H i t A9oV� �NcH cep oUND 4FVEG PLAN VIEW SCALE: 1" = 40' 40' 0' 40' 80' FEET •41-_ -46 I# •- i.� o 10 ot/ a"34 w M co O °1 cat cq f1� :: /7' I _:- .. : :::::::: / �*::: O ...... ,::i 0 a' a' :/ � M , ot a' w 212 � O �j c I 2 zo . C A QI I 4 �� a , 34 j/\ 44 J .- \ " , i o "to 4 N \.. Do s�, 90F ,N 2 Q0 ��' 0oaQ� i Q 9 a Ell) 10 ^) v J N r , =`moo= Q 4.1 Q. w•'' "J �C �• Q4� .� �O�v SQ`O �O O�v=-� lc Q Vx N� N �; 'o o ar4v '-�' � &iMN,`t� Jam., O Q o\-„�,_ 2 2 O � / ,/4 SNETCo"'�4506 ! y O of ,� ,4 I Q � m a ,� h� 02 _ i J� v <c — $ENCH MARK S12 1 ho TOP OF 2 1 /2" "PK" NAIL SET AT BASE OF BIT. CURB ELEVATION = 46.00 [BASED UPON DATUM PER NOTE 6 PLEASANT VALLEY ROAD EXISTING CATCH BASIN -- --L -- l---- 5/8-±O IRON REBAR 3/4-±O IRON REBAR FOUND FOUND BURIED 2"t AT BENT AND BURIED 2"t NORTHEASTERLY PARK CORNER [HELD FOR LINE] EASEMENT IN FAVOR OF N F SOUTHERN NEW ENGLAND T LEPHONE COMPANti' PER VOLUME 368 PAGE 1i!3 LEGEND EXISTING CHAINLINK FENCE 3/4"t0 IRON REBAR 0 = OUTSIDE DIAMETER FOUND BURIED 5"t f/k/a = FORMERLY KNOWN AS EXISTING CONCRETE PAD N/F = NOW OR FORMERLY EX. = EXISTING 3/4"±O IRON REBAR FOUND WITH TOP 1"t ABOVE GROUND (LEVEL F.F. = FIRST FLOOR ELEVATION T.F. = TOP OF FOUNDATION ELEVATION 1/2"sit IRON REBAR FOUND G.F. = GARAGE FLOOR ELEVATION WITH TOP 3"t ABOVE GROUND LEVEL, Sri t FROM TOP 01' B.F. = BASEMENT FLOOR ELEVATION RIVER BANK — TO BE REPLACED sq.ft. = SQUARE FEET WITH MONUMENT P.V.C.P. = POLYVINYL CHLORIDE PIPE T.P.P. = TRUSS PLASTIC PIPE ASSESSOR'S MAP 23 PARCEL 91 INV. EL. = INVERT ELEVATION #565 PLEASANT VALLEY ROAD S.W.L.R. = SOUTH WINDSOR LAND RECORDS N/F TOWN OF SOUTH WINDSOR x� - �, 90 BUILDABLE SQUARE per 10.1.a Q VOLUME 102 PAGE 637 ORIGINAL PARCEL) ` 0 = EXISTING HYDRANT VOLUME 128 PAGE 436 PARCEL2 S ❑® = EXISTING CURBLESS CATCH BASIN JADDITIONAL VOLUME 368 PAGE 123 EASEMENT to SNETCol ZONE: RESIDENTIAL A-20 DISTRICT SEE NOTE 2)A)ii) MAP. SOIL TYPE PER NOTE 4) DELINEATION SOIL TYPES LEGEND — SEE ALSO SOIL TYPES LEGEND". WETLAND SOILS. Lm LIMERICK SILT LOAM Se SCITTICO SILT LOAM (f/k/a SCANTIC SILT LOAM before 1980) NON —WETLAND SOILS. Bx BANCROFT SILT LOAM (f/k/a BUXTON SILT LOAM before 1985) NOTES: TRENCH CUT 1. SEDIMENT CONTROL FABRIC TO BE 6" TO 8" DEEP A WOVEN POLYPROPYLENE MATERIAL 6" TO 8" WIDE TREATED TO RESIST DEGRADATION DUE TO EXPOSURE TO SUNLIGHT. 2. AFTER FOLDING FABRIC EDGE, BACKFILL WITH ORIGINAL SOIL. '.': I. 1. 2" X 4" X 5' STAKES DRIVEN � INTO GRADE PROXIMATELY ,\�f/ AP \ X 2 AND SET 8 TO 10 APART. \ %/i %j \/\ \ / 17 \ , \ \ \ FOLD FABRIC / UP SLOPE /�/�/.\\ �\/.\ /.\ .\ SILT FENCE INSTAUATION NOT TO SCALE EROSION & SEDIMENT CONTROL PLAN FOR CHURCH�WOOD TTF--.S RESUBUDVISION ON PROPERTY Of= HENRY CHURCH ORDWAY LOCATED AT 479 PLEASANT VALLEY ROAD IN SOUTH WINDSOR NNECTICUT CO SCALE: AS NOTED OCTOBER, 2002* SHEET 4 OF 4 40' 0' 40' 80' FEET REVISED 27 NOVEMBER 2002 TO INCLUDE TOWN STAFF COMMENTS. & REVISED 31 DECEMBER 2002 TO COMPLY WITH APPROVAL CONDITIONS. GENERAL NOTES ICONTINUED(. 9) EROSION AND SEDIMENT (E & S) CONTROL. A) INSTALL CONTROLS, PRIOR TO THE START OF CONSTRUCTION, TEMPORARY BALED HAY EROSION CHECKS, FILTER FABRIC SILT FENCES, AND OTHER APPROVED E & S CONTROL MEASURES SHALL BE IN PLACE WHERE SHOWN ON THESE PLANS AND AT OTHER LOCATIONS WHERE DEEMED NECESSARY BY THE TOWN ENGINEER. B) PROTECT EXISTING, WHEREVER FEASIBLE, NATURAL VEGETATION AND SOIL CONDITIONS SHALL BE PROTECTED FROM DAMAGE OR REMOVAL. C) MINIMIZE AREA, ONLY THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY ONE TIME DURING CONSTRUCTION. THE CONTRACTOR SHALL UTILIZE TEMPORARY E & S CONTROL METHODS UNTIL FINAL GRADING AND PLANTINGS ARE IN PLACE. D) MINIMIZE TIME, WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE PERIOD OF EXPOSURE SHALL BE KEPT TO A MINIMUM. PERMANENT AND FINAL VEGETATION SHALL BE ESTABLISHED AS SOON AS SEASONABLY POSSIBLE. E) MAINTAIN CONTROLS, ALL TEMPORARY E & S CONTROLS SHALL REMAIN IN PLACE AND SHALL BE MAINTAINED IN A PROPERLY FUNCTIONING CONDITION ON A REGULAR BASIS, UNTIL ALL AREAS EXPOSED DURING SITE CONSTRUCTION HAVE BEEN FULLY ESTABLISHED WITH PAVEMENT, PERMANENT STRUCTURES, AND/OR FINAL VEGETATIVE COVER. F) CONTACT PERSON, THE PERSON RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL SUPERVISION AND MAINTENANCE FOR LOTS 1 & 2 IS HENRY CHURCH ORDWAY, 479 PLEASANT VALLEY ROAD, SOUTH WINDSOR CT 06074-3431 - TELEPHONE 860-528- D RESPONSIBILITY 2708. SAID SHALL BE TRANSFERED WITH THE OWNERSHIP OF LOTS 1 & 2. 10) SEEDING SCHEDULE. ALL DISTURBED AREAS NOT PAVED, LANDSCAPED, OR COVERED BY STRUCTURES SHALL BE LOAMED (4" MINIMUM), FERTILIZED, SEEDED, AND MULCHED AS INDICATED BELOW. A) SOIL CONDITIONER, FOR SOIL CONDITIONER USE i 7.5 POUNDS PER 1000 SQUARE FEET OF 10-10-10; , Q ii 7.5 1000 sq.ft. OF 38-0-0• AND iii 135 1000 s .f OF GROUND LIMESTONE. t. GR N B TEMPORARY VEGETATIVE COVER, FOR TEMPORARY VEGETATIVE COVER, FROM MARCH 1st TO JUNE 15th & AUGUST 1st TO OCTOBER 1st, USE 1 #/1000 sq.ft. OF ANNUAL RYEGRASS ANCHORED WITH HAY MULCH. �) PERMANENT VEGETATIVE COVER, FOR PERMANENT VEGETATIVE COVER, FROM APRIL 1st TO JUNE 1st & AUGUST 15th TO SEPTEMBER 1st, USE 1 #/1000sq.ft. OF A MIXTURE OF 45% KENTUCKY BLUEGRASS, 45% CREEPING RED FESCUE, AND 10% PERENNIAL RYEGRASS ANCHORED WITH MULCH. 11) TOWN STANDANDS, PERMITS, ETC. A) ALL CONSTRUCTION WORK SHALL BE IN CONFORMANCE WITH TOWN OF SOUTH WINDSOR STANDARDS. B) STREET EXCAVATION PERMITS MUST BE SECURED PRIOR TO INSTALLATION OF DRIVEWAYS, WATER SERVICES, AND SANITARY SEWER LATERALS. C) SOUTH WINDSOR WATER POLLUTION CONTROL AUTHORITY APPROVAL AND PRE- PAYMENT OF CHARGES ARE RE UURED FOR EACH SANITARY SEWER LATERAL PRIOR TO Q INSTALLATION. SHEET INDEX TABLE SHEET NO. SHEET DESCRIPTION 1 LOCALITY PLAN &TOWN APPROVAL LETTERS 2 NEIGHBORHOOD PLAN &GENERAL NOTES 3 SUBDIVISION PLAN &GENERAL NOTES 4 EROSION/SEDIMENT CONTROL PLAN &GENERAL NOTES THIS MAP IS NOT VALID WITHOUT BOTH MY LIVE ORIGINAL SIGNATURE IN BLEED -THROUGH RED INK AND MY RAISED EMBOSSED SEALS FIXED HEREON. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. �� _ 6 , cz 6 Ljangii� l 141ULIJARY 2OU-6 ® ® DATE: ROBERT A. WARD, JR., P.E. L.S. 9069, FOR WARD'S SURVEYING SERVICES - TELEPHONE (860) 872-6350 COPYRIGHTED IN 2002 BY ROBERT A. WARD, JR. - ALL RIGHTS RESERVED. MEMBER FIRM PREPARED BY: URVEYING A D'SERVICES 22 ELEANOR DRIVE VERNON, CONNECTICUT MAP 100212015R2E