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HomeMy WebLinkAboutSD-458-18/ ®■ E O N /F CHAO HSING HUANG & CHAO CHAO HUANG LOT 1 A INSTALLED BITUI PAVEMENT (TYP) PROPOSED LOCATIONOFLIGHTPOLE [NOTINSTALLED AS OF 11120120081 INSTALLED INDIVIDUAL LOTS'EWER SERVICESTUB IV, N 218.5 INSTALLED UNDERGROUND UTILITIES[SEENOTEIJ / or Or INSTALLED 6 -INCH PVC SEWER SERVICE 0 Y OF 2) 40 R.O.W. EASEMENT ' TOWN OF LEXINGTON rNSTALLEDINDIVIDUAL LOTSEWER SERVICE STUB INV. 218,6 INSTALLED 1112 -INCH HOPE WATER SERVICE (TYP OF2) INSTALLED WATER SHUT -OFF (TYP OF 2) LOT 2A PLAN NOTE: 1 ALL UNDERGROUND UTILITIES INSTALLED. BELOW LIMIT OF SOLLY'S WAY PAVEMENT. HAVE BEEN INSTALLED WITHIN CONDUIT AND ENCASED WITH CONCRETE PRIOR TO BACKFILLING. k'S INSTALLED CATCH BASIN (TYP OF 2) INSTALLED SETTLING BASIN RIM 222,73' RIM 222,75' INV, M 220.40' INV. OUT 220,27 12 "CP, L =11.4; 5 =0,104 ft /ft INSTALLED 6INCHHDPEPIPE (TYP OF 7) 225 220 215 210 N/F LOUISE NAHIGIAN INOUSCONCRETES �--�� INSTALLED SEWER MANHOLE (TYP OF 2) INSTALLED 6-INCH PVC SEWER MAIN APPROXIMATE LOCATION OF WATER MAIN CAP UTILITYCONDWT/ ENCASEMENT (TYP,) [SEFXAN NO TEJ ` t E _ �ws _ N t \r INSTALLED INfILTRATIONAREA WI7HSIX(6) ROADWAYDRY WELLS a ✓J y s s s y PROPOSED 100.0 FG WS- FD- ®e— FM -- -- SS SD a CB *DMH f _ rrrrrrrrrrrr.rr . r I LEGEND TOP OF PAVEMENT DMH DRAIN MANHOLE EXISTING TW! TOP OF WALL SMH ----------- 100 ----- - - -- ELEVATION CONTOUR FG! FINISH GRADE 10OX0 SPOT GRADE FF : - FIRST FLOOR PROPERTY LINE DIAMETER l - - - - - - — BUILDING ENVELOPE EL ELEVATION — — — — — 10 -YR FLOODPLAIN LIMIT BOTTOM OF FOOTING INV — — — — — — — 100 -YR FLOODPLAIN LIMIT CLF CHAIN LINK FENCE CID WETLAND EDGE .WITH FLAG NO. �. APPROXIMATELOCATIONOFWATER - — 25' NO- DISTURBANCE ZONE LIMIT HIGH- DENSITY POLYETHYLENE SERVICE CORP. STOPS (TYPOF2) STGK BUFFER ZONE LIMIT PVC POLYVINYL CHLORIDE SHOREL SAND _.INTERMITTENT STREAM /DITCH INSTALLED 6 - -INCH DUCTILE - 200' RIVERFRONT ZONE LIMIT IRON �ATER MAIN _ -- EDGE OF PAVEMENT _= GRAVEL /DIRT ROAD - -- FENCE INSTALLED UTILITYPOLE STONE WALL IZ7 I w WATER MAIN APPROXIMATELOCATIONOF WATER CE FOUNDATION DRAIN ION `k CONNECrON TO EXISTING 8" FORCE MAIN DUCTILEIRONWA TER MAINSTU8 GRAVITY SEWER LINE c GAS LINE E BURIED POWER LINE INSTALLED FIRE HYDRANT ========SD==== -STORM DRAIN 1 0 C CATCH BASIN INSTALLED 8 "HDPEPIPE TO OOMH DRAIN MANHOLE HAYBALE BARRIER EXrS TING DRA rNA 6, E S TUB SILT FENCE BARRIER L =41, 5 =0,009 ft /ft RETAINING WALL m199-1 DEEP SOIL OBSERVATION HOLE WeiPERCOLATION pSB1 ,TEST SOIL BORING INSTALLED OVERHEAD WIRES GRROIUNDWATER MONITORING WELL t ®GM1 INSTALLEDDRAJN 0 ELEVATION BENCHMARK MANHOLE ...D SURFACE RUNOFF DIRECTION TRAFFIC FLOW DIRECTION 12 "CP, L =3.3; S= a3301t/tt WATER SHUT -OFF VALVE wso y s s s y PROPOSED 100.0 FG WS- FD- ®e— FM -- -- SS SD a CB *DMH f _ rrrrrrrrrrrr.rr . r I TP'. TOP OF PAVEMENT DMH DRAIN MANHOLE LLEDLIMITOFCRUSHEDSTONE TW! TOP OF WALL SMH SEWER MANHOLE FG! FINISH GRADE CB CATCH BASIN FF : - FIRST FLOOR DIA DIAMETER l LL' LOWER LEVEL. EL ELEVATION BF BOTTOM OF FOOTING INV INVERT �. CLF CHAIN LINK FENCE CID CONCRETE PIPE �. CC CONCRETE CURB HDPE HIGH- DENSITY POLYETHYLENE STGK STOCKADE FENCE. PVC POLYVINYL CHLORIDE n N /F ALBERT J. & BEVERLY V." COBUZZI 1 Q_ GRAPHIC SCALE 20 0 10 20 40 ION DRAWING ISSUED FOL:: ( IN. FEET) .µ I INCH= 20 FEET t ❑ CONCEPT ❑ CONSTRUCTION Pry. ❑ PERMIT ■ CONSTRUCTION 1+00 0+00 25 u TO EXISTING SEWER MAIN 15 no W U U) J U W w w W W W N W LL Z S Z GRAPHIC SCALE 20 0 10 20 40 �� -- (IN FEET) 1 INCH = 20 FEET RECORD DOUGLAS c'y THIS DRAWING IS INTENDED TO SHOW CONDITIONS E. AFTER COMPLETION OF CONSTRUCTION AS RECORDED MILLER y BY CONTRACTOR, . OWNER REPRESENTATIVE, AND /OR v CIVIL ; No. 33965 ENGINEER. LOCATION Of IMPROVEMENTS SHOWN A 4 HEREON IS APPROXIMATE. THIS DRAWING IS NOT INTENDED TO SHOW EXACT LOCATIONS AND DETAILS OF ALL COMPLETED IMPROVEMENTS.. NO. DATE BY APR REVISION DESCRIPTION GPkEngineering Solutions for Land & Structures GOLDSMITH, PREST & R NGWALL, INC. 39 MAIN STREET, SUITE 301. AYER, MA 01432 CIVIL & STRUCTURAL ENGINEERING . LAND SURVEYING & LAND PLANNING VOICE: 978.772.1590 FAX:. 978.772.1591 www.gpr- inc.com RESIDENTIAL DEVELOPMENT CONSTRUCTION RECORD DRAWING SOLLY'S WAY LEXINGTON, MA OWNER: PREPARED FOR: SOLLY'S WAY LLC EYCON CONSTRUCTION 442 FITCHBURG TPK. BOX 615 P.O. BOX 615 CONCORD, MA 01742 CONCORD, MA 01742 DES. BY: CAD JOB 081056 2 OF 2 DATE: NOVEMBER 2008 GHK. BY: NMP E I,I i s;