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HomeMy WebLinkAboutRS-699A U -A LP¢ x.60 , 15-11 00 n GRASS � N GRASS 3 �_ 30 FIR TREE �\ 4 a 0 \ X904 ~ Hk z A 24" A\PLE TREE \ SMH R =9514 90, q• o GG - 88.2 \ k00 CD O Li V J '[ mod•— r -Q-LP I R35 \ Bi7' �,oyc' C 39 -� C�R1sER / WG '3�,9Go LP 100 �. '6 00 m oo u n it o l w s SEWER FROM HOMES LEGEND BIT CONC BITUMINOUS CONCRETE CB CATCHBASIN CLDI CEMENT LINED DUCTILE IRON DMH DRAIN MANHOLE EUA EXCLUSIVE USE AREA GG GAS GATE GRAN GRANITE GW GUY WIRE HYD HYDRANT LP LAMP POST PVC POLY— VINYL — CHLORIDE RCP REINFORCED CONCRETE PIPE SMH SEWER MANHOLE TMH TELEPHONE MANHOLE UP UTILITY POLE WG WATER GATE • . • • • • • OVERHEAD WIRE i 0 +00 m IN 00, SRI, ffl w� MOM L = 210' � z nz i ♦1 GARAGE 0 ACCES EA 217 S.F. s+ • S = 0.0057 1 +00 i (0 w 2 S�� ACCESS 5 ASE IV ENT 9 2 +00 R SM 155 N 70 TO BACK .OD 70 WAtK E f=8 70 p� STON 81T CONC TAR 163.8 ENT i EXIS771VG CENTERLINE ORIVEWAY GRADES (FINISH COURSE) 8in.PVC L = 21' = 0.0095 12in.RCP NOTES 1) THIS PLAN IS NOT INTENDED TO CERTIFY WHETHER THE WORK PERFORMED MEETS THE TOWN OF LEXINGTON CONSTRUCTION CODES, ONLY THE AS —BUILT CONDITION. 2) SOME UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE RECORD PLANS OF UTILITY COMPANIES, PUBLIC AGENCIES AND CONTRACTOR NOTES, AND ARE APPROXIMATE ONLY. BEFORE DESIGN AND CONSTRUCTION CALL "DIG SAFE" 1 -800- 322 -4844. SOME DATA IS CONFLICTING AND CAN ONLY BE VERIFIED BY EXCAVATION. 3) LOCATION OF SEWER CONNECTION BY HERRING CONSTRUCTION, INC. OWNER: HERRING CONSTRUCTION, INC. CLDI DMH ®' CB 1� 'WATER R =91.66 R =9214 v _ SMH — A 7- j , R=91.8 z AILBOX 'R z m y D A � sN Z G D ems � p • • @ m � A r y a N m m m m —i O � O Z � • z � tr UP SMH \AI R =91.54 1 L 2 S I HEREBY CERTIFY THAT THIS PLAN IS BASED ON AS -BUILT CONDITIONS. CLIFF, CLIFF E. RO ER, PLS No. 33189 2 +00 8i6.Pv R OB ) s Iw rx 0 mo oe j w iq t) 00 �) C it o ;[if o co j 00 r + r,�r, 110�N Q t +w0 + o0 + 00 t cq It U(f)a It cn XZ �U)Ez L 2 S I HEREBY CERTIFY THAT THIS PLAN IS BASED ON AS -BUILT CONDITIONS. CLIFF, CLIFF E. RO ER, PLS No. 33189 2 +00 8i6.Pv R OB )