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HomeMy WebLinkAbout03-24P_FINAL SITE AS BUILT PREPARED FOR JAY & LINDA MURTHA_MAIN STREETN/F Josephine �Iosheto N/F — — EXISTING IP di a � � � � � � • , Ed word W. Kash a to Jr. S8877'36 "E S8978'41 T �I 891.20 � O -- -� -- -- -- -- --- I ox ar 0`0 / / y ExtsTs+G ,P 344.33' \ 51rt ♦ 600 yE / ' .a ` '1 r ;~ \ _ - - - - - - -' S9x6 - - /' 20' SIDE YARD ' .. Limit, of 100 Year Flood `` r " _ - _ / .-C� 49.4 I 10' SIDE YARD 20 32 Contour N/F` e'3 EXIS77NG5e8Horst & Ingrid LM-6 ' GARAGE I I Mueller / 09.9 \ _ � s \ , 1 ` 01 , /v �, / 8 ` ' ` 30a5 7� 5L 3� 1 ww T to ' / / / 9'' �, , / '', ,r ' 1 S8877'36"E - I ZONE 4 603.53' � � EXIsnlvc I \ ` ` � � HOUSE A FE ELK —22.2 ' " ` `� I ', Tqa Of Alai" ,' "/ O \ 4 Woll Elev. 52. 49.8 12 40 ' ' i `r" \ , \ \ EXISTING IP `\ r J9.2 / 'f , ' I 12' 4' L12' _1 1 ` 4 \ \ R \ . \ , , 'may`\ •�. 1 `\ Q 644.67' If `IP N8877'36"W ,�\ �\ \ I�►,1 ' ,`'"'_ EXISTING ` - - - -- - -- 56 - 72- RCP I t I ♦ _ _ - ' / WTH 5, VA FLARED ENDS _. FE ELK-227 ZONE I 4 '�`� - - - - -- / - - Limit of 100 Year Flood �� ,`%``, - _ /P� � —52 EXISTING CONTOUR'' , \ ` . V " , ' , ' , 32 Contour %% ----------- 52x5 EXISTING SPOT GRADE EXISTING STORK SEWER ` NorTOTAL AREA / � Andre Chorbonneau .. �. AF APROX. WETLANDS BOUNDARY N/F , \ '-',' -----------------''' / • EXISTING IP Alfred A. & Annabel M. '- 457, 810 SQ. i`f. ¢ ----------- - - 10.51 acres EXISTING UTILITY POLE Pedmonti -¢ EXISTING HYDRANT ELLCTW- s eau Argo (� WATER GATE ZONE A-40 AREA / ZONE 1 AREA _ W— APPROX. LOCATION OF U.C. WATER LINE —�_ rxrsivAl IP329, 784 sq. ft. / 128, 026 sq. ft. — —E— APPROX. LOCATION OF U.G. ELECTRICAL LINE `sue7.57 acres 2.94 acres• / Rai 1[a nrnncd ns, �sl • ' 1. "Plot Plan Prepared for Jay & Linda Murtha 1280 Main Street, South Windsor, Connecticut" 9-fo / EXISTING IP 1"=40' Sheet 1 of 2, 1"=20' Sheet 2 of 2, Dated 10-23-00, Revised 10-30-00 By J.R. Russo & Associates of East Windsor, Connecticut. J.R. Russo L S. w \` 6 / // /♦ ID Notes : ti' t / / NIF a' oLv Andre Charbonneou 1. A portion of the parcel is located in a flood hazard zone, see Panel No. 090036 0008 B. �� Q�O�,• / 2. A portion of the parcel is located in ,inland wetlands as noted on Reference Map #1. `` Q 20' SIDE YARD 3. 100 year flood elevation is 32' (N.G.V.D. 1929 Datum). Z / 4. Bearings are Based on Reference Map #1. N ` 5. Underground utility, structure and facility locations noted hereon have been compiled, in part, Angelo Vibert from record mapping supplied by the respective utility companies or governmental agencies, / from parole testimony and from other sources. These location must be considered as / 10' SIDE YARD approximate in nature. Additionally, other such features may exist on the site, the existence of which are unlmown to J.R.Russo do Associates. The size, location and existence of all -- ET'"G such features must be field determined and verified by the appropriate authorities prior to �340.10' construction. Call Before You Dig 1-800-922-4455. NN/Fh7-12'23"W EXISTING Andre Charbonneou BENCH MARK N11F MUELLER NUT ON, Samueul A. Willard EXISTING HYDRANT I ELEV, _ 41.31 ' w w 9� J HOUSE 0 Q5 o, V � p o? MANHOLE do Rl= EXISTIN IP WATER AIVER S887736 "E 603.53' -- - - - - - - - - - --- Na 01 o ` s :::E EXISTING IP — — — — _ _ 644.67 N8877'36 "W HOUSE EXIST. EDGE OF PAVEMENT sic n�r� �roca Zone A-40 40,000 sp. fL Lot orw minimum 150 ft. Win. Lot width 200 ft. Min, Lot depth 10% Max. Lot coverage 15X Max. knpw-Ams coverage Q50 ft. Min. front yard 50 ft. Min. rear yard 20 ft. Min. skis yard 2.5 Max, stories 30 ft. Max. height of building J Zone 1 20,000 sq. ft. Lot oroo minknum 100 ft. Min. Lot width 150 ft. Min. Lot depth Q 5OX Max. Lot coverogs 65X Max. Impervious covwoge 35 ft. Min. front yard 25 ft. Min, rear yard 10 ft. Min. side yard 2.0 Max. stories 40 fL Max. height of !wilding AS -BUILT LOCATION OF SEWAGE DISPOSAL SYSTEM I (TO BE MEASURED BY INSTALLER PRIOR TO BACKFILLING) DISTANCE FROM SEPTIC 1 2 3 4 5 6 7 8 9 10 jSYSTEM COMPONENT BUILDING CORNER "A" 85' 87.3' 176' 177' 179.7' 126' 130' 230.5' 233' 86' I BUILDING CORNER "B" 39' 47' 165' 169 176' 141' 150' 207' 213' 44.5 BUILDING CORNER "C TO THE BEST OF MY KNOKEDf;E AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. GRAPHIC SCALE This survey and map has bead prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the 40 o 20 4080 160 Regulations of Connecticut 9teib Agencies - *Minimum Standards for Surreys and Maps in the State of ,��ii;+a��� y Connecticut" as endorsed by the Connecticut Association of Land Surveyors. Inc. It is an ImRronmeat Location Survey bnaed on Dej?jndent Resurvey conforming to Horizontal dt Vertical Accuracy Class A-2 do 11R FEE!') L ...��• • . i 1 inch = 40 it This document and copies thereof are valid only if they bear the live signature and embossed seal of the designated professional Unauthorised alterations render any deelaratlon bereon null and void. Q 5-22- O1 FINAL SITE AS -BUILT As Built Plan Prepared For: Jay & Linda Murtha 1280 Main Street South Windsor, Connecticut (860) 644-4866 J.R. RUSSO & ASSOCIATES. Land Surveyors & Professional Engineers i SHOHAM ROAD EAST WI V3M C"EMICUT 06066 (NO) 623-OW9 FAX- (NO) 623-2485 SCALE E DATE SHEET CHECKED N0. „� 1-40' 11-28-00 1 of I 2000-064