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HomeMy WebLinkAbout00-39P_PLAN PREPARED FOR WAYNE L. AND GAIL L. REYNOLDS_BEELZEBUB ROADN/F DEFEO RALPH MAP 78 LOT 26 \ N/F BOTTICELLO THOMAS P I MAP 78 LOT 25 { I 1 N/F BOTTICELLO PAUL J & EVELYN M An AD 7A - I - N/F MARTIN YOLANDE B \ MAP 78 LOT 23 Fil �C)C? _ ... ... a , • tt* NC/R�ES N/FP�Q / & JOHN D j MAP 78 LOT 9 / N/F TENCZA JOHN & PATRICIA 1 MAP 78 LOT 10 i i i PROPOSED LOT 1 N/F i� POST DEWEY G MAP 78 LOT 15/ N PV,�,rk. ;'JO�N�RO P MAP 79 LOT 1 PROPOSED L_1iT N/F STATE OF CONNECTICUT MAP 79 LOT 53 -:.:.-X..:�_r.-,.,,,,.e.,-.. .,..r..-. �-',�.,na- ,s,.._a- !.;wk+.g:.. ....v.�k„-..may v:�.,..:�.�.�::�.w .m•F�1' .;i'-�_-'s5"F".Y +!.... _�-�rw_.:•.�-:w--=-.i^"�c�y.'s'::r �{.y,.�..�,y:�� "3_� _ -_ _ _ -. . _- -_ -. _. . .. _ - ...s.-m�:a.r-.♦.r.. -. n. ..yea: ,.._s,a�e rim,....re®:�s�e.�..�w:ur.�rr..ue eawa�owen.cax-•rw,m-rw.�+.ar..�-.w.:�,_-e..w. ,.�.r...,.r.-w.w.-•.. . IDS•..-.a.:.#1.....ei-WF.+wY:ala'.:hw.a'>'r-..i^l Yf','... y-:^.M�'411iq:-l.Y-'....Mat. wk N:. •rely-�.�nl '.W.,w.S!. «.W" a._�vM. .:M. .. 1 - •' •,. . SITE �Gqp <F6G(, 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 860 1 644-2511 November 14, 2000 CERTIFIED MAIL kP 79 LOT Mr. & Mrs. Wayne Reynolds N/F 80 Cider Mill Road + ` THERIAULT ELI Ellington, CT 06029 � / MAP 79 LOT 51 / \� Dear Mr. & Mrs. Reynolds: 1 / N/F Re: Appl 00-39, Reynolds Resubdivision WEISBERG OWEN P MAP 79 LOT 50 We are pleased to advise you that the Planning & Zoning Commission voted on / 10r31100, to approve w ith modifications application #00-39P, Rcsubdivision 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 & Goodin, project �"99318 and dated 8 31 00, as revised. This approval is subject to the following modifications: 1. This approval is for I 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 sanitay 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. N/F 6. All easements for conservation purposes, drainage or utilities, that may be required in connection with STATE OF CONNECTICUT \ the approval of this subdivision, must be submitted on standard Town casernent form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds MAP 79 LOT 62 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 Town Engineer. S. 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. ZAUNAI UKt ULULA: 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 < C , ......... Cl� APPROVAL. :� f-•` PURSUANT TO SECTION 8-25 OF THE CONNECTICUT GENERAL STATUTES, THIS PLAN WAS (};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 NINETY (90) DAYS ` OF THAT DATE. No.14351 aN NOTES AND DECLARATIONS: VICINITY MAP NOT 1O ;(ALE 9. Quantity estimates must be submitted to the'fown 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 on-, ycW term, said Letter of Credit ntust 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. 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. T he Co 111111issiorl's approval is conditioned upon the Tovin'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 r2 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.'Conser•ation 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 Superintendent of Pollution Control Fire Marshal Board of Education THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT S1ATE 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 VERTI(:AL AC(,.LIRACY CONFnPMq Tn T-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 HERE101 ,\ ---- ---q F•--�------- ROBERT DARN, L.L.S. 14651 _DATE AM � � - �� Meehan & Goodin Eny;? 0 — SLarVeycls, 1.C. 387 North Main Street, Manchester, CT 06040 (860) 643-2520 FAX (860) 649-8806 -- ------ --- ---. -- -_ �— -— PLAN PREPARED FOR WAYNE L. AND GAIL L. REYNOLDS 161 BEELZEBUB ROAD SOUTH WINDSOR, ;`INN KEY MAP zCALE• 1" = 100' DESIGN RED PF'OJECT 99.318 -ItCllcl 14gz1,r;r _"-, , ' C PTE R-- !,I —<:000 DRAF 1 PAP PROVI LEGAL DESCRIPTION LOT 1 CLEANOUT LOCATION TOES TO SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01 CLF.MIOIfT LOCATION FINISHED GRADE 1' OR 1 1/2' <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 CLEANOUT PLUG (TOP OF PWG 6' BELOW GRADE UNLESS ENDPOINT OF 200' SIGHTUNE BEGINNING AT A POINT ON THE SOUTHERLY UNE OF BEELZEBUB ROAD, WHICH POINT IS LOCATED AT OTHERWISE DIRECTED BY OWNER) TAKEN 10' BACK FROM CURB AT 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 CONCRETE BINDER COURSE ( OR THE HEREIN DESCRIBED PARCEL, THE ONES RUNS; TF//MH 248.09�i DRIVEWAY. CLEAR BRUSH AS -- MATCH EXISTING, IF GREATER) M 04 INV.242.53 REQUIRED TO PROVIDE SIGHTUNE. • ' /45• ELBOW A. ; �. , ° 6' (COMPACTED) PROCESSED TRAPROCK ' THENCE S 21'-52'-49" W ALONG LOT 2, A DISTANCE OF 127.20' TO A POINT; GG • ' BASE,- M 05 n, THENCE S 23°=07'=12" W ALONG LOT 2, A DISTANCE OF 496.97' TO A POINT; tl $OLip PVC plpE -MATCH MAIN " • ' PIPE SIZE (6' D41 MAXIMUM) J'y i! 4:ti �'�•?t}�s'' 6' (COMPACTED) PROCESSED GRAVEL THENCE N 73' 43' 10" W ALONG LAND NOW OR FORMERLY OF HARRY L. WELLS, A DISTANCE OF GG S •,• r Il ,'� r : • 186.60' TO A POINT; 36' EPDXY COATED, 5/8" IP ' :�•+aAv; r�>~r ;„ ;�� •' i:':: SUBASE OVER COMPACTED SUBGRADE I.. I.. r°�'f� t"�;' (TRENCH BACK FILL) M.02- GRADE,, B r IRON PIN BURIED 6' DEEP N ELBOW i•.�.• w .if • NEXT TO CLEANOLFf — !✓ � �'!'� :• :•r.r�,.•y�..•;.,{,I•:: (OR PROCESSED TRAPRDCK) \` THENCE N 23'-07'-12" E ALONG LAND NOW OR FORMERLY OF JOHN AND PATRICIA L. TENCZA, A WG � q0 DISTANCE OF 875.59' TO A POINT; _ _ _ _ - - - - 1 - - MIN, NOTES W MIN . O THENCE S 57-37'-43" E ALONG THE SOUTHERLY UNE OF BEELZEBUB ROAD, A `r O � DISTANCE OF 184.93' TO THE POINT OR PLACE OF BEGINNING; SAID PARCEL CONTAINS 2.74 ACRES �� 0 WITHIN 1. ALL SAW CUT AND SEALED JOINTS TO es•. RgOY OF LAND BY COMPUTATION. 4V WYE FOR IN-UNE i� HORIZONTAL WE, S SNET BE EITHER PARALLEL WITH, OR PERPEN- CLFAWOUT ONLY IF USED s�, Iv VARIES 2405 DICULAR T0, THE CENTERLINE OF SEE LEGAL DESCRIPTION LOT 2 / /� �3'. i,A TYPICAL THE RIPE. Q CLEANOUT DETAIL / �93 �(` S F TRENCH 2, ALL MATERIALS ARE TO MEET SECTION FORM 814A, AS AMENDED Hl�( ALL THAT CERTAIN PARCEL OF LAND WITH BUILDINGS AND IMPROVEMENTS LOCATED THEREON NOT TO SCALE •��� ,� DRAVE SITUATED ON THE SOUTHERLY SIDE OF BEELZEBUB ROAD IN THE TOWN OF SOUTH WINDSOR, COUNTY TF/MH �,37.24 / OF HARTFORD AND STATE OF CONNECTICUT, BEING MORE PARTICULARLY BOUNDED AND DESCRIBED SADDLE WYE CONNECTION INV.232.49 PROPOSED AS FOLLOWS: �� MOLDED SADDLE WYE Sp, f>- 20' LATERAL SECTION BEGINNING AT A POINT ON THE SOUTHERLY UNE OF BEELZEBUB ROAD, WHICH POINT IS LOCATED AT GASKET BRANCH, /� EASEMENT PERMANENT PAVEMENT THE NORTHEASTERLY CORNER OF LOT 1 AND WHICH POINT MARKS THE NORTHWESTERLY CORNER OF GASKET SKIRT CMS 4x -TF/MH 232.59 PATCHING DETAIL VICINITY MAP THE HEREIN DESCRIBED PARCEL, THE LINES RUNS; TBS INV. 227.78 THENCE S 48'-08'-53" E ALONG THE SOUTHERLY LINE OF BEELZEBUB ROAD, A DISTANCE OF Q) APPROXIMATE INVERT NOT TO SCALE NOT TO SCALE 140 00' TO A POINT; Z S? OF PROPOSED 6" PVC SERVICE " (99, CONNECTION-227.78' THENCE S 18'--17 -53 W ALONG LAND NOW OR FORMERLY OF THE STATE OF '� ' � NOTE: CONNECTICUT, A DISTANCE OF 559.44' TO A POINT; FLOW �`V yti`) k O INSTALL TEMPORARY STONE ��- /Q-1 ° y y4' TRACKING PAD AT MOUTH OF NCITI THENCE INN s� 73'-43'-10" W ALONG LAND NOW OR FORMERLY OF HARRY L. WELLS, A DISTANCE OF / Q 0 2Aa `�2 6 0 '� L\ DRIVEWAY. SEECONSTRUCTIONCkpnw UCTION 1. ALL MONUMENTATION DEPICTED HEREON WAS FOUND IN THE FIELD UNLESS OTHERWISE NOTED. 178.18' TO A POINT; SNET iTR nel �, ---1 WELL 0 5001 THENCE IN23'-07 -12 E ALONG LOT 1, A DISTANCE OF 496.97' TO A POINT; 2. BASIS OF BEARINGS: MAP REFERENCE NUMBER 1. Z T}1ENCE N 21'-52'-49" E ALONG LOT 1, A DISTANCE OF 127.20' TO THE POINT OR PLACE OF �r/� ^DO , 5 �� S S 48.08'�3" E BEGINNING; SAID PARCEL CONTAINS 2.08 ACRES OF LAND BY COMPUTATION. 4' +/- I POST OR OTHER VARIES (10' +/-) ,POST MOLJNTiNG iLTER / EXISTING r- GROUND BURIED 5 FAB FLOW/ I N p f g 3. VERTICAL.. DATUM NGVD TAKEN FROM A BENCH MARK AS PUBLISHED ON MAP REFERENCE NUMBER 2. �So 20 `�'^ s°' �6 c 140.00' (TOTAL) (V / 4. FRONTAGE VARIANCE GRANTED JANUARY 5, 1967, EFFECTIVE JANUARY 13, 1967, ALLOWING A LOT WITH 140' j o 1s h'O�S�iyG, rye' EX1 IN ryry. 4- FRONTAGE. ry. 0 O 3 PVC LEAN f�` �� I BS J £ CB 5. THE PROPERTY IS LOCATED IN A RR ZONE. ACCE FLUSH CB LEGEND 6. APPLICANT/OWNER WAYNE L. AND GAIL L REYNOLDS (SEE VOLUME 619 AT APGE 473) \ WITH/ INV. PP Y � 7. LOT 2 MAY BE SUBJECT TO THE RIGHTS OF UNKNOWN PARTIES IN AND TO THE PURPORTED ABANDONED OLD HIGHWAY. IP O IP 8" CPP �, l' NV. �'C� / = 228.Ri' 229 EASEMENT LINE - 228.8' �/ 228 e Ow— OVE04M wlRes 8. ALL PROPOSED GRADING SLOPES SHALL BE 3:1, OR FLATTER. t2 h U0 / 2 SNET 9. THE MAXIMUM PROPOSED DRIVEWAY SLOPE SHOWN IS 14.3%. FANCHOR FILTER II M� --1 —f- HOUSE SERVICE CONNECTOR o� z� 3 Z WAT R / 27 2404 w � WITH 901E U U U TO SANITARY MAIN ry ' / WG c as LINE 10. APPUCATION TO TOWN OF SOUTH WINDSOR WPCA WAS MADE ON 1 1-30-00. SMION ELEVATION NOT TO SCALE /� N Q / GAS �26 T TTLEPI+orae LINE NAP REFERENCES: T 2 3 SER / — 62 — — DOSTING CONTOUR NOTE aosr SPACING AND EMBEDMENT SILT FENCE SHALL BE AMOCO N/F JOHN AND / ©T '1 SHALL GRANT LOT 2 THE RIGHT TO CLEAR RQ h 1 ~'�- HEADWALL '"D HYDRA"T REFERENCE IS MADE TO THE FOLLOWING MAPS OR SURVEYS FROM WHICH DATA WAS USED IN THE PREPARATION OF THIS VARIES BASED ON THE FABRIC 'SILT STOP" OR EGMALENT. BOSH AS REQUIRED TO MAINTAIN A WESTERLY / 6" CLEAN u � \ 36" RCP • IF, IRON PIN (FOUND) SURVEY AND MAP. MANUFACTl1RER•S REOLIIREMENTS. PATRICIA L. TENCZA / ?fGHT DISTANCE OF 200'. OU , INSTALL I EXTENT OF • IF, M FM PIN (TO BE SET) SILT FENCE V.134 P. 266 A Ts ESS FLUSH ! WETLANDS 0 CIs TCONCRETE MERESTIONE (TO BE SEn 1. PROPERTY OF LESTER W. & LILLIAN B. WHITE BEELZEBUB ROAD SOUTH WINDSOR SCALE 1" - 40' FEBRUARY 1968 4c/ / GRADE i WILUAM J. CARRINGTON REG. LS. TOWN CLERK'S MAP #535A. EDGE OF PAVE o � J i IDEWAL � GUTTER,_ a GUTT NOT TO SCALE MIN.� PROVIDE ALTERNATE 'PULLOFF' 15' MIN. AREA IF DRIVEWAY GRADE IS GREATER THAN SO%, 10' 10, 157 GRADE T TRANSITION MAX 1 10' MIN. NOTES: 1. REFER TO TYPICAL ROADWAY SECTION FOR GRADE RELATIONSHIP BETWEEN R.O.W. `- R.O.W. LINE AND GUTTER LINE, 2. MAX. GRADE OF 157 STARTING 10'-0' BEYOND TOWN R.O.W, LINE. 157 MAX MAX SLOPE 5% 10' -I- — 10• ---I TRANSITION SAG CURVE IN DRIVE NOTE, FOR REPLACEMENT DRIVEWAY, PAVEMENT MUST HAVE A 1' LIP OR POSITIVE DRAINAGE TO ROAD, 10` 10, SIDEWALK TRANSITION MAX SLOPE CREST CURVE IN DRIVE RESIDENTIAL DRIVEWAY DETAILS NOT TO SCALE LAWN / STREETS / CROSS-Ct mm PAVED AREAS T11P^0!, L a SDD OR SEED 4 APPROVED GRANULAR NOW ORGANIC BAC1(FILL MATERIAL PLACED AND COMPACTED IN ONE FMT W) OIA)a LIFTS. VARNNG TAPE PER COW. GENERAL STATUTE SECTION -345, AS AMENDED, PLACED 12' QQN) TO 24' OW.) ABOVE TOP OF PIPE SAND BLANKET 1 - `-•s, :�.:�' ,'-' _PWFE A$ VrClrVn V2 ED PIPE 3/4' DW(EN TR/t?ROCK I/2, c A PIPE FILTER FAIIRIC 6 !W l ILD NOTE, >fivciJip L SEE STANDARD DETAIL FOR CLAY STOPS ' WWA NECESSARY PG. VI-46 6. � e FILTOt FAWIC SWELL BE NONWOVEN CLASS 2. WITH PERMITTIVITY ffI15 TO 01 SEC AND ADS OF a43 n+ TO 0.22nn AND SFMLL NUT AASNTD NM-% PlNt - IM ISl� that NOT TO SCALE FITTING SPECIFICATIONS SIZE (SD) I ( L) ( Ll ) 6'X4' 2,750 10,125 13,375 B'X4' 2,750 11,625 13,500 8'X6' 3,750 13,375 13,500 10'x4' 2,750 13,125 13,500 .10'x6' 3,750 14,875 13,500 12'X4' 2,750 14,375 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' 3,750 20,625 1 13,500 12' IT INO TF/MH 231.03 • C"D CONNECTICUT MONUMENT DWARTMENT MON'T " INV. 226.74 TF TOP OF FRAME 2. SANITARY SEWER CONSTRUCTION AVERY HEIGHTS AREA SOUTH WINDSOR, CONNECTICUT BEELZEBUB ROAD STA. 21+00 ^ryh0) ry� FOOTIN DRAIN SANITARY I DR[ WA ` INSTALL SPLASH PAD 5'x5'x1' Flow u►E TO 32+00 AND SIX 32+00 TO 43+82.8 DATE: 8-1-71 SCALE: AS NOTED COMM. NO. 208-5 JAMES S. MINGES do INVER THICK, 4" RIP -RAP ASSOCIATES, INC. DRAWING NO. O - INVERT = � � f � tmurY POLE (, LOT 1 AREA 232. I ON FILTER FABRIC 29-F AND 30-F. ^� ^ 238.0' � ffI.S4 ewsTr+c GRLD �,- `v 119458,56 SO. FT. �I � � >ra WATER DATE 3_ MAP LAND TO BE ACQUIRED BY THE STATE OF CONNECTICUT PROPERTY OF HARRY L. do EDITH W. WELLES AVERY �. 2.74 ACRES r--_ "� A� GO CAS GATE STREET SOUTH WINDSOR, CONN. SCALE: 1" - 200' DATE: OCTOBER 31, 1984 F A HESKETH & ASSOC., INC.. TOWN / OL BUIRD!Nc LINE CLERK'S MAP 1265A A/ V.P. �00R0 4. AVERY BROOK WATERSHED PROJECT - SITE 1, FLOOD WATER RETARDING DAM, HARTFORD COUNTY, CONNECTICUT, PLAN �Vi t4, ZR F� A� REF WIERENCE (15 MADE To) OF STRUCTURAL WORK, U. S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE. 2.0 • Op R.O.W. ROW OF WAY A,C'4R, / s.F SQUARE 5. MAP LAND TO BE ACQUIRED BY THE STATE OF CONNECTICUT PROPERTY OF THE SECOND CONGREGATIONAL CHURCH OF 0 24p �, z / MANCHESTER, BEELZEBUB ROAD, SOUTH WINDSOR, CONN. SCALE: 1" = 100' DATE: OCTOBER 1980 F A HESKETH F0G DRAIN AC. ACRES & ,O SI ENCE ASSOC., INC.. _ CONCFETE SNET SOUTHERN NEW ENGLAND TELEPHONE NOTES AND DDCLAMTIONS: / 240 �% ? `� N/F THE STATE' OF LP LIGHT POLE THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT STATE AGENCIES, CONNECTICUT L" uwTED' 7m SECTIONS 20-30OB-1 THRU 20-30OB-20, THE STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT / \ 4 / CATCH L ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THE TYPE OF SURVEY IS PROPERTY/BOUNDARY / k V. 3.5 P. 42 DW DIIARIA 1-MANHOLE AND TOPOGRAPHIC, THE BOUNDARY DETERMINATION CATEGORY IS RESURVEY FOR THE PERIMETER BOUNDARY AND FIRST FOR 90 X 9O' \ �4 J sMH $WARY MA4HOLE THE DMSION UNE BETWEEN THE PROPOSED LOTS 1 AND 2, AND THE HORIZONTAL ACCURACY CONFORMS TO A-2 AND AREA - -� �, o / m POLYVINYL CHLORIDE PIS THE VERTICAL ACCURACY CONFORMS TO T-2. ACC.P ASSEST°s CBAENT CORRUGATED WtAL PPE NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS IT BEARS THE IMPRESSION TYPE PACCMP PERFORATED ACCMP SEAL AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEAR BELOW. ANY 5 ^ ^ o ; o RCP REAFORCED CONCRETE PPE CHANGES MADE TO THIS PLAN WITHOUT THE KNOWLEDGE OF THE SIGNERS INVALIDATES THESE DECLARATIONS. Q) `� N�f" ( RADIUS AS °M °�`AT1DN I HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF: o . LOT 2 AREA a REQUIRED N/F Now OR FORNfRLY -� IV 90405.59 SQ. ; T. /Y�j / NGVD NATIONAL GEODETIC VFRIMJY. DATUM > THE PARCELS DEPICTED HEREON CONFORM TO THE CURRENT ZONING REGULATIONS RELATIVE TO LOT AREA AND LOT 2.08 ACRES 4J ^ c)Q I-95 LNTEPSTATE ROUTE DESKkNTpN WIDTH (SEE GENERAL NOTE 4): CID > THE EXISTING AND PROPOSED BUILDINGS SHOWN HEREON ARE OR WILL CONFORM TO CURRENT ZONING REGULATIONS OF" ^_ - alp "niriri nrnR�un.nRDU TO FRONT, SIDE AND REAR YARD StItsACKS: FLOWAGE EASEMENT ` � > THE PREMISES DEPICTED HEREON ARE NOT LOCATED WITHIN A FEDERAL FLOOD HAZARD ZONE AS SHOWN ON FEDERAL / 2 / 4' MINIMUM 4 INSURANCE ADMINISTRATION MAP FOR COMMUNITY NUMBE PANEL NUMBER 00028 AND 00038, DATED MAY 1, 7 V.358 P.40 THICKNESS1980: (STATE OF CONNECTICUT) CRUSHED STT)NE . wL CRUSHED 2' L, I 4" PVC FOOTING DRAIN FILTER FABRIC INVERT OUT = 230.0' AMOCO 2002 ROBERT DARN, L.L.S. 14651 `15% MAX S 32-57 IP IPTBS 73 8g. 6p , 4 240 3 p� lam' WETLANDS DELINEATION I HAVE REVIEWED THE WETLAND BOUNDARIES DEPICTED ON THIS PLAN AND 1 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 N/F HARRY L. WELLS V.132 P.381 B EXISTING PAVEMENT OR FAUNALENT C CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE ZONING TABLE ZONE: RR REQUIRED PROVIDED ,UT AND SEAL JOINT WITH TACK COAT M 04.01 LOT AREA 40,000 SF 119,458.6 SF ' (COMPACTED) CLASS 2 BITUMIN❑US INCRETE SURFACE COURSE (OR 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 I�. o `' •�( . BASE-MM,05O1D> PROCESSED TRAPROCK 0I 40' so120� a .. 6' (COMPACTED) PROCESSED GRAVEL SCALE: 1 " = 40 SUBASE OVER COMPACTED SUBGRADE (TRENCH BACK FILL) M.02- GRADE, B (OR PROCESSED TRAPROCK) APPROVED BACK FILL PLACED AND COMPACTED IN 12' LAYERS 1 I (OR AS OTHERWISE APPROVED) —� �F— NO STONE LARGER THAN 3' MIN: MIN, TRENCH WIDTH VARIES NOTES SEE TYPICAL 1. ALL SAW CUT AND SEALED JOINTS TO TRENCH BE EITHER PARALLEL WITH, OR PERPEN- SECTION DICULAR TO, THE CENTERLINE ❑F THE PIPE. ����,+�1J�-� S L C I I U N 2, V ALL MATERIALS ARE TO ME "<< •. ' FORM 814A, AS AMENDED TEMPORARY PAVEMENT °. No. 22 ° e. .'r.�•�/C '�-' PATCHING DETAIL �, TLC<® NOT TO SCALE ililluL1���� SIGNATURE BLOCK: THIS SUBDIVISION IS APPROVED BY THE PLANNING AND ZONING COMMISSION OF THE TOWN OF SOUTH WINDSOR, CONNECTICUT. SIGNATURE:__-.�-----_Y_-- 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.