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HomeMy WebLinkAboutSD-420-C4Driveway, to be extended Reset sewer MH cover, by 2 ft and regraded cleanout, and water box flush with finished surface Retaining wall, (— to remain New retaining walls New driveway 50' -0" .® max. 5 ft high 226 WZ11 222 220 218 216 214 212 210 208 206 204 Notes: 1. Use Town of Lexington Standard Details for water and sewer (not included in this set) 2. Location of existing utilities is approximate and is not waranted to be correct, There may exist other utilities not shown on the drawings. Contractor shall verify location of all existing utilities prior to excavation and is responsible for their safety. 3. Notify Dig -Safe at 888 -344 -7233 at least 72 hours prior to excavation. 1 11 Dec. 2003 1Engineering comments 7 VISION , _ _17 s 2 to 4 ft high Uas LO � N � It SEWER MANHOLE 6 LO o) r ii f - o N N N +N S — II * II a 0 O._ N II 0 OWERHEAD LINE ETC _ - I J EXISTING RETAINING WALL I W to W U) _ Grade street l C RS ..- � G O E3 CB CATCH BASIN O o ' I I., o i L, Exist. gas lines and four 1:, o .... if 1 ° water lines. ' v N oo s- _ New t" water cone. New water fin O d Cle an Road • f Plug 1" water for - - 6' DIP Alw icB ± o 32 Clelland on the main. ; � i y _ - .I.1 -W S hydrant' New light Sign: No �arking 1,... L -i - .- - -- -f - oaw - - - - A -- - -Y.. pole in theturnaround CO New 6" DIP water connection; O 4 Tap and install gate valve .` %� – _._..... –.,_ _ _ – ._._._,_.. �.- — T _. __. -_ _. ._.– .– . –._._. _._._._._ –._._. – - .– .– . –. –. –. .– 2a 4'L i ft Retaining wall, 1 CaaS::. ..._ ... f 1 to be Tepaired t �; Retaining wall, � New retaining wall, I 0 0 �� t` to remain. max 5 ft high, t g o Water, 1 "- Copper New drainage g . with concrete curb o Build invert- _ ve � New driveway infiltration system vi 1 e ay. if needed o, 00­ 00 a _ _ ° j Sewer, 6" PVC 0 C) 0 LO 0 o 0 LO 0 o 0 L0 0 o 0 + 0 + .- + r + N + cv + m s6 C6 c4 c6 c6 c6 ca Co [n n C0 226 WZ11 222 220 218 216 214 212 210 208 206 204 Notes: 1. Use Town of Lexington Standard Details for water and sewer (not included in this set) 2. Location of existing utilities is approximate and is not waranted to be correct, There may exist other utilities not shown on the drawings. Contractor shall verify location of all existing utilities prior to excavation and is responsible for their safety. 3. Notify Dig -Safe at 888 -344 -7233 at least 72 hours prior to excavation. 1 11 Dec. 2003 1Engineering comments 7 VISION , _ _17 L . N LO � N � It SEWER MANHOLE 6 LO o) r ii CO +N U) +N N N N +N S — II * II p if O N II 0 OWERHEAD LINE ETC _ - UNDERGROUND CONDUIT J EXISTING RETAINING WALL W to W U) _ TREE C RS U U) _ � G ROW Existing sideline Proposed centerline :xisting sideline ROW �O G� APPROVED BY: LEXINGTON PLANNING BOARD DATE: I HEREBY CERTIFY THAT NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER RECEIPT AND RECORDING OF THE NOTICE OF APROVAL OF THIS PLAN FROM THE LEXINGTON PLANNING BOARD. LEXINGTON TOWN CLERK DATE Legend: O ),y FIRE HYDRANT ELECTRICAL POLE Q SEWER MANHOLE Q WATER BOX O GAS BOX Q SEWER CLEANOUT S — SEWER LINE ----W ---- WATER LINE x „ G . GAS LINE OHW __- OWERHEAD LINE ETC _ - UNDERGROUND CONDUIT EXISTING RETAINING WALL NEW RETAINING WALL O TREE e °° °oaf P HEDGE � G INFILTRATION CHAMBERS E3 CB CATCH BASIN Scale: 1 in. = 20 ft (h) 1 in. = 4 ft (v) 0' 10' 50' DRAWING: , ` Plan and Profile _ ���� ©� OWNERS:. M1ljana Bovan DRAWN BY: .DATE: Rasko Oidrovic Rasko Ojdrovic P.E. 1 15 Oct. 2003