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HomeMy WebLinkAbout00-39P_WAYNE L. AND GAIL L. REYNOLDS_BEEZLEBUB ROADNi f. N/F DEFEO RALPH MAP 78 LOT 26 i4 i N/F ' BOTTICELLO THOMAS P I MHr 78 LOT 2_5 !' N/F 1 BOTTICELLO PAUL J & 1 EVELYN M MAP 78 LOT 24 0 MAI DE[ MA N/F _4 MARK WOODCOCK,,' N/F MAP 91 LOT / % AL -TON HARRIET PARKS / N/F MAP 91 LOT 22 i R v�R / N/F ,2 1 MAP 7$ N/F \ 1 MA °7g LOT 14/ POST DEWEY G N/F FOX MAP 78 LOT 15�� ,N N/F N/FG�i�'�N /,' G� '' MAP 79 LOT 1 WALDEN JEAN MAP 79 LOT 2 i J N/F ��RL� VA MAP 78 LOT OTONDO F /S 1 RAPELYE R PETER /�� v MAP 78 LOT 6, EBAUN & LEON MAP 78 LOT 8 / �•. ,• � � •. R ..- t.%t fe(�4 � 1. t. l Zj CP J t " �'ra N/F PTACHCINCKI THOMAS iI & GLIZEL MAP 78 LOT 7 N/F \ BARRE17 MARJORTE L MAP 79 LOT 6\ N/F MCDONALD JAMES M JR. MAP 79 LOT 5 N/F MIKELEJOHN THOMAS W MAP 79 LOT 8 N/F N/F / Rtois t , NORTON MARION H ANDISIO RICHARD P F�0'MAP 79 LOT 48 J•' gyp, �4aVx Oe,<?G MAP 79 LOT 3 �� tl O� �� N/F ROBINSON JULIA _ 1540 SULLIVAN AVENUE • SOUTH WINDSOR N/F OF CONNECTICUT '9 LOT 53 0 n MAP 79 LOT 4 N/F �0¢ / TUCKER VARNIEI E & HATTIE L I MAP 79 LOT ?,/ / N/F / THERIAULT ELI v� MAP 79 LOT 5 Ivor WEISBERG OWEN P \ / / MAP 79 LOT 5� i N/F \ STATE OF CONNECTICUT / MAP 79 LOT 62 SIGNATURE BLOCK: THIS SUBDIVISION IS APPROVED BY THE PLANNING AND ZONING COMMISSION OF THE TOWN OF SOUTH WINDSOR, CONNECTiCUT. SIGNATURE:---------�--___-- DATE OF APPROVAL: — PURSUANT TO TITLE 8 OF THE CONNECTICUT GENERAL STATUTES, ALL WORK IN CONNECTICUT WITH THIS SUBDIVISION SHALL BE COMPLETED WITHIN FIVE (5) YEARS FROM THE DATE OF THIS APPROVAL. SOUTH WINDSOR PURSUANT TO SECTION 8-25 OF THE CONNECTiCUT GENERAL STATUTES, THIS PLAN WAS P UNG Di_•P T, DELIVERED TO THE APPLICANT ON --__ AND SHALL BE FILED IN THE OFFICE OF THE TOWN CLERK OF THE TOWN OF SOUTH WINDSOR, CONNECTICUT WITHIN NINEIY (90) DAYS OF THAT DATE. ... tia ....y - , +a.. ... a w..e..ce q1' .a. w. i?'.a: �wv . _ a _ .a .. ♦ .n e w � ... . i . I CONN. 06074 ahoSOR Corte AREA CODE 860 ! 644.2511 November 14, 2000 CERTIFIED MAIL Mr. & Mrs. Wayne Reynolds 80 Cider Mill Road { Ellington, CT 06029 Dear Mr. & Mrs. Reynolds: Re: App1 00-39, Reynolds Resubdivision We are pleased to advise you that the Planning & Zoning Commission voted on 10;31,00, to approve with modifications application n00-39P. Resubdivision on 2 acres to create 1 lot to be known as Reynolds Resubdivision on property located on 161 Beelzebulb Road, RR zone as shown on plans prepared by Meehan R Goodin_ nmirct �9911 R nnri into r 9/11 inn �cd Tom:_ -_--___ .-, ._ __. and _31.., , — t�.,na.u. 111- appru,'al iS Subject to me following modifications: I. This approval is for 1 lot, numbered 2. 2. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 3. The lot shall be serviced by the Town of South Windsor sanitary sewer system and is subject to the approval of the Water Pollution Control Authority. 4. Water shall be supplied to this subdivision by public water. 5. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 6. All casements for conservation purposes, drainage or utilities, that ma} be required in connection with \the approval of this subdivision, nwst be submitted on standard Town, casement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 7. Footing drains are required for each house. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of 1" = 40', shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the footing drains. No building permits will be issued until the proposed contours, floor elevations and location of footing drains have been approved by the Torn Engineer. 8. 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. NOTES AND DECLARATIONS: SITE n- Q'. V• VICINITY MAP NOT T(_) =.c ,1 r 9. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding. All bonds shall conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town Clerk's office. If the developer chooses to submit a Letter of Credit for a one year term, said Letter of Credit must be renewed on a vearly 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. 10. A drainage assessment fee in the amount of $50.00 shall be submitted to this Commission. 11. No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's office. 12. The Commission's approval is conditioned upon the Town's reliance upon representations made by the applicants that they own the property involved in the application and that they will not interfere with property rights of others by using their property as proposed in the application. 13. Required zoning data table must be provided. 14. Town Engineer's comments dated September 29, 2000, must be addressed to the Town Engineer's satisfaction. Black and white transparent mylars of Sheets 42 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. After mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by February 17, 2001. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Walter J. Mealy, Chairman Planning and Zoning Commission Enclosures cc: Town Engineer Chief Building Official Assessor Sunerintendent of Pollution Control Fire Marshal Board of Education THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-30OB-1 THRU 20-30OB-20, THE STANDARDS FOR SURVEYS AND MAPS iN THE STATE OF CONNECTICUT ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC THE TYPE OF SURVEY IS PROPERTY/BOUNDARY AND TOPOGRAPHIC, THE BOUNDARY DETERMINATION CATEGORY IS RESURVEY FOR THE PERIMETER BOUNDARY AND FIRST FOR THE DIVISION LINE 'BETWEEN THE PROPOSED LOTS 1 AND 2, AND THE HORIZONTAL ACCURACY CONFORMS TO A-2 AND THE VERTICAL ACCURACY CONFORMS TO 1-2. (A-2/T-2 APPLIES TO SHEET TWO) NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS IT BEARS THE IMPRESSION TYPE SEAL AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEAR BELOW. ANY CHANGES MADE TO THIS PLAN WITHOUT THE KNOWLEDGE OF THE SIGNERS INVALIDATES THESE DECLARATIONS. > I HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED H ROBERT DARN, L.L.S. 14651 M Y R1 S i REVISION DATE 190_ Meehan & Goodin ---- WMW Engineers — Surveyors, P.C. ---- - -- ----- ��� 387 North Main Street, Manchester, CT 06040 -- — (Q,AJO) rA7 0R )n FAX (86aJ IZAQ-0 .00r_ PLAN PREPARED FOR WAYNE L. AND GAIL L. REYNOLDS LY\Ll ° Rflr ;,\�"� c€�1•-... '`�:•••p�T•E••� ••_ �r". 161 BEELZEBUB ROAD SOUTH WINDS( t. KEY MAP SCALE- ? ' -- ?GO' DESIGN RED PROJECT 99.it19 ACr,C �:a:z s� :�' :: _ ••r r pnrn ,nmrntaaYL ATE 8 — `,? — .`.')UU UAF; R. PROVIDE LEGAL DESCRIPTION LOT 1 CLEANOLEANot>THREE ,TES TO r tocATroN FINISHED GRADE SAW GUT AND SEAL JOINT WITH TACK COAT 04.01 R�--7I1i1011RT 1' OR 1 112' (COMPACTED) CLASS 2 BITUMINOUS ALL THAT CERTAIN PARCEL OF LAND WITH BUILDINGS AND IMPROVEMENTS LOCATED THEREON -CONCRETE SURFACE COURSE (OR SITUATED ON THE SOUTHERLY SIDE OF BEELZEBUB ROAD IN THE TOWN OF SOUTH WINDSOR, COUNTY EXISTING MATCH EXISTING, IF GREATER) M 04 OF HARTFORD AND STATE OF CONNECTICUT, BEING MORE PARTICULARLY BOUNDED AND DESCRIBED PAVEMENT AS FOLLOWS: THREADED CL.FJWOUT PLUG (TOP OF 7/ PLUG 6" BELOW GRADE UNLESS ENDPOINT OF 200' SIGHTLINE BEGINNING AT A POINT ON THE SOUTHERLY LINE OF BEELZEBUB ROAD, WHICH POINT IS LOCATED AT OTHERWISE DIRECTED BY OWNER) 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMINOUS THE NORTHWESTERLY CORNER OF LOT 2 AND WHICH POINT MARKS THE NORTHEASTERLY CORNER OF TAKEN 10 BACK FROM CURB AT CONCRETE BINDER COURSE (❑R THE HEREIN DESCRIBED PARCEL, THE LINES RUNS; TF/MH 248.09_� DRIVEWAY. CLEAR BRUSH AS MATCH EXISTING, IF GREATER) M 04 INV.242.53 REQUIRED TO PROVIDE SIGHTLINE. GG • ' r,1. •. ° 6' (COMPACTED) PROCESSED TRAPROCK THENCE S 21'-52'-49" W ALONG LOT 2, A DISTANCE OF 127.20' TO A POINT; • ELBOW �' .� BASE.- M 05.01. THENCE S 23'-07'-12" W ALONG LOT 2, A DISTANCE OF 496.97' TO A POINT; /SOLID PVC PIPE -MATCH MAIN" • PIPE SIZE (6" DIA MAXIMUM) .6' (COMPACTED) PROCESSED GRAVEL THENCE N 73'-43'-10" W ALONG LAND NOW OR FORMERLY OF HARRY L. WELLS, A DISTANCE OF _ \ S- 2,�_ �:z.. B:.?.:• _M7ni.s'_._:. _.._.__ _..__ w `` ;�+tn; ��r y�;:� ;., y�,�► .�s�• JUBASL UVLK LUMVAG I LD SUBGKADL 1$6.60' TO A POINT; 36' EPDXY COATED, 5/B" IP �'y'r: ! .;y?t ti�;I a: i : a 'g!� �,' (TRENCH BACK FILL) M.02- GRADE, B c - IRON PIN BURIED 6" DEEP 45' ELBOW , �,r r. ti. �,.: ti ,r;�.. , THENCE N 23'-07'-12" E ALONG LAND NOW OR FORMERLY OF JOHN AND PATRICIA L. TENCZA, A NEXT TO CLEANOUT 1v �' > .+. �• ,",,,1{� :. (OR PROCESSED TRAPROCK) DISTANCE OF 675.59' TO A POINT; _ _ _ _ WG -T V� IN IN �_ NOTES �____1_ _ MIN. MIN. LL THENCE S 5T-37'-43" E ALONG THE SOUTHERLY LINE OF BEELZEBUB ROAD, A S WIDTHH i. ALL SAW CUT AND SEALED JOINTS TO rpgO r DISTANCE OF 184.93' TO THE POINT OR PLACE OF BEGINNING; SAID PARCEL CONTAINS 2.74 ACRES BE EITHER PARALLEL WITH, ❑R PERPEN- OF LAND BY COMPUTATION. 45' WYE FOR IN -LINE \ S CLEANOUT ONLY IFOUI� 'ti WYE' �j. 4, SNET VARIES n '^ 3�A X 2405 �� I TvS 1 D EU PIPET❑, THE CENTERLINE OF o- L_GVf1L UCJL/I�Ir 1 IUIV LU Ictg�/ \ / �✓ I Irl1,(iL � _�_ Q CLEANOUT DETAIL 93 F - S �� TRENCH 2. ALL MATERIALS ARE TO MEET ALL THAT CERTAA1l. N PARCEL OF LAND WITH BUILDINGS AND IMPROVEMENTS LOCATED THEREON NOT TO SCE . SECTION FORM 814A, AS AMENDED SITUATED ON THE SOUTHERLY SIDE OF BEELZEBUB ROAD IN THE TOWN OF SOUTH WINDSOR, COUNTY TF/MH _2,�7.24 / OF HARTFORD AND STATE OF CONNECTICUT, BEING MORE PARTICULARLY BOUNDED AND DESCRIBED SADDLE WYE CONNECTION INV.232.4 PROPOSED J O AS FOLLOWS: / ' LATERAL SECTION 20 MOLDED SADDLE WYE j 60. i 20'EASLATE BEGINNING AT A POINT ON THE SOUTHERLY LINE OF BEELZEBUB ROAD, WHICH POINT IS LOCATED AT GASKET BRANCH, / �- MENT PERMANENT PAVEMENT THE NORTHEASTERLY CORNER OF LOT 1 AND WHICH POINT MARKS THE NORTHWESTERLY CORNER OF GASKET SKIRT PATCHING DETAIL C Oyu THE HEREIN DESCRIBED PARCEL, THE LINES RUNS; CMS � TF/MH 232.59 / TBS INV. 227.78 VICINITY MAP TIME S 48'-08'-53" E ALONG THE SOUTHERLY LINE OF BEELZEBUB ROAD, A DISTANCE OF ti APPROXIMATE INVERT NOT TO SCALE NOT TO SCALE 140.00' TO A POINT; 2 / s OF PROPOSED 6 PVC SERVICE " �� E9, CONNECTION-227.78' THENCE S 18'-17 -53 W ALONG LAND NOW OR FORMERLY OF THE STATE OF z ' E <; CONNECTICUT. A DISTANCE OF 559.44' TO A POINT: / �`� _. a'� _ n, IIN NOTE: I TPUP171PARY CTnNF - - FLUW _ / a�' y vL y i �-,. N 61 5 �' TRACKING PAD AT MOUTH OF ���• ��� THENCE N 73'-43'-10" W ALONG LAND NOW OR FORMERLY OF HARRY L. WELLS, A DISTANCE OF DRIVEWAY. SEE CONSTRUCTION / �� 6Z9 A� 5��� o 4' 1. ALL MONUMENTATION DEPICTED HEREON WAS FOUND IN THE FIELD UNLESS OTHERWISE NOTED. 178.18' TO A POINT; i o, 5 0�5 6a SNET ENTRANCE DETAIL ABOVE. r WELL AZy1 5001 THENCE N 23'-07'-12" E ALONG LOT 1, A DISTANCE OF 496.97' TO A POINT; Ll Q N ` �S ,LFj 2. BASIS OF BEARINGS: MAP REFERENCE NUMBER 1. ' / S3E / ��• s S 48'08'" THENCE N 21'-52'-49" E ALONG LOT 1, A DISTANCE OF 127.20TO THE POINT OR PLACE OF ag BEGINNING; SAID PARCEL CONTAINS 2.08 ACRES OF LAND BY COMPUTATION. � ,POST OR OTHER � UNITES (To' +/-) f SURABLE MOUFLTER NTMIG FABRIC EXISTING GROUND V BURIED FLOW ` FABRIC iv 3. VERTICAL DATUM NGVD TAKEN FROM A BENCH MARK AS PUBUSHED ON MAP REFERENCE NUMBER 2. p (V/ �. / sj 00� ' 1 140.00' (TOTAL) HX/S'7i EXl IN cV V �� f 4. FRONTAGE VARIANCE GRANTED JANUARY 5, 1967, EFFECTIVE JANUARY 13, 1967, ALLOWING A LOT WITH 140' N� FRONTAGE. `V 0 o f /� LEAN I BS S \ CB 5. THE PROPERTY IS LOCATED IN A RR ZONE. > OUT. 1 \ `'4.0. �• ACCE!%S FLUSH f \ CB �w 6. APPLICANT/OWNER WAYNE L. AND (TAIL L_ REYNOLDS (SEE VOLUME 619 AT APGE 473) WITH GRADE INV. OUT PROPERTY LINE 7. LOT 2 MAY BE SUBJECT M THE RIGHTS OF UNKNOWN PARTIES IN AND TO THE PURPORTED ABANDONED OLD HIGHWAY. IP t o IP NV. IN / 8" 2 8P5' 229 EASEMENT t)!E 4.0 • ry 8" CPP f s sAwTARr sEw� f' - 228.8' f / 228 d-ON- Omm4EAD wpm 8. ALL PROPOSED GRADING SLOPES SHALL BE 3:1. OR FLATTER. �� f I sNET °" ° 9. THE MAXIMUM PROPOSED DRIVEWAY SLOPE SHOWN IS 14.3%. ANCHOR FILTER �� II a -----i HOUSE SERVICE CONNECTOR 10 3 g' = WAT R i 227 2404 W � sERwcE FABRIC SOIL GROUND U U TO SANITARY MAIN ry % 4 t f�t�, CE 226 WG c GAS LINE 10. APPLICATION TO TOWN OF SOUTH WINDSOR WPCA WAS MADE ON 11-30-00. SECTION ELEVATION NOT TO SCALE ` I GAS T TELEPHONE UNE NAP / SE R - - - E)OSTHG CONTOUR D LOT'771 SHALL GRANT LOT 2 THE RIGHT TO CLEAR / 2� / / L `r HYD HYDRANT NOTE POST SPACING AND EMBEDMENT SILT FENCE SHALL BE AMoco N/F JOHN AN / O \ N I HEADWALL REFERENCE IS MADE TO THE FOLLOWING MAPS OR SURVEYS FROM WHICH DATA WAS USED IN THE PREPARATION OF THIS VARIES UFF���1 � � °SILT STOP' OR E�ALENT. PATRICIA L. TENCZA / B GHT DISTANCE SH AS UIOFDTO 200'.MAINTA)N AWESTERLY / 6" C CLEAN � � v 1 � 36" RCP • IP rta+ PN+ (FOUND) SURVEY AND MAP: OU , INSTALL I EXTENT S C TTis �0N 1. PROPERTY OF LESTER W. & LILLIAN B. WHITE BEELZEBUB ROAD SOUTH WINDSOR SCALE 1" - 40' FEBRUARY 1968 SILT FENCE V. 13 4 P.266 ESS FLUSH , 1 WETLANDS . GMT ,�, „ („° BE ) � GRADE 1 WILLIAM J. CARRINGTON REG. LS. TOWN CLERK'S MAP #535A. NOT TO SCALE f"10' MIN. EDGE OF PAVEMENT ¢ I PROVIDE ALTERNATE 'PULLOFF' 15' MIN. AREA IF DRIVEWAY GRADE IS GREATER THAN IOY. 15% GRADE TRANSITION MAX �' MIN, NOTESI 1. REFER TO TYPICAL ROADWAY SECTION FOR GRADE RELATIONSHIP BETWEEN R.O.W. R.O.W. LINE AND GUTTER LINE. 2. MAX. GRADE OF 15% STARTING a 10'-0' BEYOND TOWN ROW, LINE. ocl a, J 1 SIDEWALK GUTTER 15% MAX Y W z MAX SLOPE U 5Y. 10' lo' TRANSITION SAG CURVE IN DRIVE �I1V CURVE Yl IN DRIVE NOTE FOR REPLACEMENT DRIVEWAY, PAVEMENT MUST rz HAVE A V LIP OR POSITIVE DRAINAGE TO ROAD, 10' la' z Z�:: TRANSITION GUTTER-` MAX SLOPE 5% CREST CURVE IN DRIVE RESIDENTIAL DRIVEWAY DETAILS NOT TO SCALE LAWN i STREETS 0 CRUSS-CQMTRY PAVED AREAS TOPSOIL L SOD OR SEED / 4 APPROVED GRANULAR NN- DWMIIC BACKFILL MATERIAL PLACED AND COMPACTED IN OME FOOT W) (MAX) LIFTS. VARNIW TAPE PER COW GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12' (MIN.) TO 24' (MAX.) ABOVE . I TOP OF PIPE. SAND BLMWET :n PIPE, AS SPECIFIED 1/2 PIPE - 3/4' MOEN TRAPROCI( 112 iL PIPE +, 6 LIGML DW MILK FAWIL tSEE TOTE) NOTES wan L, SEE STANDARD DETAIL FOR CLAY STOPS ` WHERE NECESSARY PG. VI-46 6' MR 2. FILTER FAUIRIC SWILL K NONWOVEN CLASS 2, WITH PERMITTIVITY OFIRS TO 0.1 SEC'' AND ADS OFO.43 m TO E,22m AND SHALLMEET AASHTO M2W% TYPICAL SANITARY SEWER TRENCH SECTION NOT TO SCALE FITTINGSPECIFICATIONS SIZE I (SD) ( L) ( Ll ) 6'X4' 2,750 10,125 13,375 8'X4' 2,750 11,625 13,500 8'X6' 3,750 13,375 13,500 10'x4' 2,750 13,125 13,500 ln'x6• 12'X4' 3 750 2,750 14 875 14,375 I3 5nn 13,500 12'X6' 3,750 16,125 13,500 15'X4' 2,750 16,375 13,500 15'X6' 3,750 18,125 13,500 18'X4' 2,750 18,875 13,500 18'X6' 1 3,150 20,625 13,500 \ Ar ' TF/MH 231.03 CONNECTICUT HOMY DEPARTMENT MONUMENT 12' INO �, INV. 226.74 IF TOP OF FRAME 2. SANITARY SEWER CONSTRUCTION AVERY HEIGHTS AREA SOUTH WINDSOR, CONNECTICUT BEELZEBUB ROAD STA. 21+00 ,N 4" PER PVC 1 DRI AY INSTALL SPLASH PAD 5'x5'x1' TO 32+00 AND STA. 32+00 TO 43+82.8 DATE: 8-1-71 SCALE: AS NOTED COMM. NO. 208-5 JAMES S.-MINGES & FN�RN DRAIN SANITARY I ` Ft Ft01Y LINE a _ � � THICK,. 4" RIP -RAP ASSOCIATES, INC. DRAWING N0. AD /L ❑ T 1 AREA 232. INVERT j `` f ON FILTER FABRIC 97 54 UTILITY �D 29 -F AND 30-F. cn F-T / �\ -, I " I I ' / J AR \ \� t / wo )INTER GATE 3. ATM LAND TO BE ACQUIRED BY THE STATE OF CONNECTICUT PROPERTY OF HARRY L. & EDITH W. WELLES AVERY f 2,74 ACRES GG W GATE STREET SOUTH WINDSOR, CONN. SCALE: 1 - 200' DATE: OCTOBER 31, 1984 F A HESKETH & ASSOC., INC.. TOWN m SUILDM L CLERK'S MAP 1265A L_ h'Fp / V.P. RECORDVOLIIME/PAGE F404. AVERY BROOK WATERSHED PROJECT SITE 1, FLOOD WATER RETARDING DAM, HARTFORD COUNTY, CONNECTICUT, PLAN 0 \ et. OR pR REF REFERENCE (15 WDE To) OF STRUCTURAL WORK, U. S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE. pp / R.O.W. RKiTT OF WAY 5- MAP LAND TO BE ACQUIRED BY THE STATE OF CONNECTICUT PROPERTY OF THE SECOND CONGREGATIONAL CHURCH OF AD. ACRES FEET MANCHESTER, BEELZEBUB ROAD, SOUTH WINDSOR, CONN. SCALE: 1" = 100' DATE: OCTOBER 1980 F A HESKETH & F00'�NG 0SI* AG AYClifS DRAIN ?gQ T / / INVERT -� .0' --� \ • J/� z NCE CONIC CONCREIE ASSOC., INC.. D ENG SOWSoun4ERN NEW LAND TELEPNONE NOTES AND E7CLARATIONS; 24° � z`� `� � � N/F THE STATE OF LP „ITT r..n ri-r r rm POLE THIS SURVEY AND MAP HA_S fIFFN PRFPAR� IN Af:C:C1Rt14Nl:F WITTa TFaF RF(J II eTInNC n� (`nNNF�`Tf!'! IT CTATC eP_Gurlcc - - - - - -- _ . _.� ... ..---.. . _.__ ...... .., .,,,,,.,E,,,,CU l U UNN E' (..'' I I L U I LA, UNITEDEATER+ SECTIONS 20-30OB-1 THRU 20-3008-20, THE STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT ce ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THE TYPE OF SURVEY IS PROPERTY/BOUNDARY V. 358 P. 4 Z OwDNT> AND TOPOGRAPHIC, THE BOUNDARY DETERMINATION CATEGORY IS RESURVEY FOR THE PERIMETER BOUNDARY AND FIRST FOR / 90' X 90' / / 4 J THE DIVISION LINE BETWEEN THE PROPOSED LOTS 1 AND 2, AND THE HORIZONTAL ACCURACY CONFORMS TO A-2 AND sMN sAMIITARr MANNaE AREA - J / / THE VERTICAL ACCURACY CONFORMS TO T-2. PV'C POLYYM4Yl CIA.ONIDE WE ACC1P AS6FSIDs CElENf CORRUGID0 METAL PIPE IJDELI eDATInN 14Z CYDPCCCCfI AD uAD11C1� Dv Tule urn no nnolec •rurornr ,lu, r r M�Ar r„r ,..nnrnn, / �..-= ` r--,�_- ` - w,.-., ,+,• �.... �.r.r'w v.1 Iml u,:ar uI I,Iw mrr vn �.vrlc� mLrtcvr u1NLr_JZ) it DUVCD fnL IMt'R WJIIl1`/ ITrL � PACC P PERFORATED AOCMP SEAL AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEAR BELOW. ANY / (IV� ^~�- J RCP REINFORCED CONCRETE PIPE CHANGES MADE TO THIS PLAN WITHOUT THE KNOWLEDGE OF THE SIGNERS INVALIDATES THESE DECLARATIONS. Dh'• `�� �i" �� RADIUS AS ELDr I HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF: L ❑ T 2 AREA 0- REQUIRED N/F NOW OR FORMERLY ^) 0) 90405.59 SQ. FT. 4 N" NATIONAL GEODETTC VERTICAL DATUM > THE PARCELS DEPICTED HEREON CONFORM TO THE CURRENT ZONING REGULATIONS RELATIVE TO LOT AREA AND LOT f 2.08 ACRES\ a� �(0 ^ � � sO olp� 1-98 INTERSTATE ROUTE DESIaaTTON WIDTH (SEE GENERAL NOTE 4): di CO > THE EXISTING AND PROPOSED BUILDINGS SHOWN HEREON ARE OR WILL CONFORM TO CURRENT ZONING REGULATIONS �� ql WITH REGARD TO FRONT, SIDE AND REAR YARD SETBACKS: --------LIMITS OF` > THE PREMISES DEPICTED HEREON ARE NOT LOCATED WITHIN A FEDERAL FLOOD HAZARD ZONE AS SHOWN ON FEDERAL FLOWAGE EASE ZED ` MI=NT ~ 4' ►INIMU THICKNESS INSURANCE ADMINISTRATION MAP FOR COMMUNITY NUMBER 09 EL NUMBER 0002E AND 0003B, DATED MAY 1> 1980. (STATE OF CONNECTICUT) `ONNDOT 2•y _ CRUSHED STONE 4" PVC FOOTING DRAIN FILTER FCC ROBERT DARN, L.L.S. 14651 I �� � _ _ INVERT hLTT = 9?SA n' AMOCO 2002 \-15% MAX I� I WL SO, ICY P �] IPTBS n' \•6n ,y , WETLANDS DELINEATION I HAVE REVIEWED THE WETLAND BOUNDARIES DEPICTED ON THIS PLAN AND I AM OF THE OPINION THAT THEY ACCURATELY REFLECT THE WETLAND BOUNDARIES FLAGGED BY ME IN THE FIELD ON DATE 1999. GEORGE T. LOGAN DATE REMA ECOLOGICAL SERVICES, LLC 19 FOSTER STREET, MANCHESTER, CT 06040 860-649-7362 EX1 PAIV, OR EOUIVALENT \<1 CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE ZONING TABLE ZONE: RR REQUIRED PROVIDED :UT AND SEAL J❑INT WITH TACK COAT M 04.01 LOT AREA 40,000 SF 119,458.6 SF ' (COMPACTED) CLASS 2 BITUMIN❑US ]NCRETE SURFACE COURSE (❑R MIN. FRONTAGE 175 FT 184.93 FT 4TCH EXISTING, IF GREATER) M 04 MIN. FRONT YARD 50 FT 50 FT MIN. SIDE YARD 20 FT 20 FT MIN. REAR YARD 50 FT 50 FT 7' (COMPACTED) PROCESSED TRAPROCK BASE.- M.05.01 �� 40' 80, 1201 6' (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE SCALE: 1 " = 40' (TRENCH BACK FILL) M.02- GRADE, B (OR PROCESSED TRAPROCK) APPROVED BACK FILL PLACED AND COMPACTED IN 12' LAYERS _ 12' 12' (OR AS OTHERWISE APPROVED> �- NO.STONE LARGER THAN 3' MIN, MIN. TRENCH WIDTH VARIES NOTES SEE 1, ALL SAW CUT AND SEALED JOINTS TO TRENCH TYPICALBE EITHER PARALLEL WITH, OR PERPEN- REDICULAR TO, THE CENTERLINE OF SECTION THE PIPE. ``�tit?;t�t1e61t�; SECTION 2. ALL MATERIALS ARE TO MEET N1 FORM 814A, AS AMENDED I. TEMPORARY PAVEMENT PATCHING DETAIL 10 _1;1' NOT TO SCALE NAl ��9iNN6iI➢6 SIGNATURE BLOCK: THIS SUBDIVISION IS APPROVED BY THE PLANNING AND ZONING COMMISSION OF THE TOWN OF SOUTH WINDSOR, CONNECTICUT. SIGNATURE:---___- DATE OF APPROVAL: --------_- -- -__-- PURSUANT TO TITLE 8 OF THE CONNECTICUT GENERAL STATUTES, ALL WORK IN CONNECTICUT WITH THIS SUBDIVISION SHALL BE COMPLETED WITHIN FIVE (5) YEARS FROM THE DATE OF THIS APPROVAL. PURSUANT TO SECTION 8-25 OF THE CONNECTICUT GENERAL STATUTES, THIS PLAN WAS DELIVERED TO THE APPLICANT ON _ AND SHALL BE FILED IN THE OFFICE OF THE TOWN CLERK OF THE TOWN OF SOUTH WINDSOR, CONNECTICUT WITHIN NINETY (90) DAYS OF THAT DATE.