COMPLIANCE INFO_2019 - Laserfiche WebLink

Home Browse Search

CAUTION NOTICE TO CONTRACTOR BENCHMARK FLOOD NOTE kLODI Y OF LODI BENCHMARK No.1017 WHICH IS A BRASS CAP SET IN THE TOP OF CURB 8.4 LEGEND: :TOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AN ELEVATION OF PER FEMA FLOOD RAZE MAP NUMBER 06077C0307F,DATED OCTOBER i6,2009,THE PARCEL T SOUTHERLY OF THE BCR AT THE NORTHWEST CORNER OF STOCKTON STREET AND THE (TIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS SHOWN HEREON IS IN ZONE X,WHICH IS DESIGNATED AS FOLLOWS:"AREAS OF 0.27e ANNUAL -- PROPERTY UNE ANIES AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE THERLY PORTION OF MAGGIO CIRCLE. ELEVATION=43.01 FEET(NGVD 29)PER CITY OF CHANCE FLOOD HAZARD; AREAS OF 1%ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF PROPOSED CURB&GUTTER IS NOT TO BE REUED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE;AND AREAS ———— LIMITS OF FULL DEPTH SAWCUT HE APPROPRIATE UTILITY COMPANY AT LEAST 14 DAYS BEFORE ANY PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD". - EXISTING CONTOUR FO REQUEST EXACT FIELD LOCATION OF UTILITIES.IT SHALL BE THE Y OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES HORIZONTALLY —%%X PROPOSED CONTOUR _LY WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE ® ADA RAMP O O GREASE TRAP • BOLLARD • CLEAN-OUT TRAFFIC/HANDICAP SIGN N DOUBLE CLEAN-OUT DIRECTIONAL SIGN ® GAS METER SPEAKER BOX ® WATER METER ' o ® IRRIGATION METER Xw-,2 I i o MENU BOARD _11121 uwJa I ® MANHOLE uar®.a,u11. I LIGHT POLE _ CURB INLET ® AREA DRAIN LIGHTS }� DRAINAGE SLOPE AND DIRECTION _ —.) > _ "nN> --� ��qC�l.41 I --- SAN> SAN> SAN> SAN> _ iAN _ ________-- Jf. GRAPHIC --------- -- I I o ,o -- — -- --- I I c a,•� POST DEVELOPMENT DRAINAGE AREA KEY: I I I I I I I a m.b-zo n. I M 0 DRAINAGE DIVIDE DRAINAGE FLOW ARROW IM OVEMENTS TO ADJACENT SITE %.%X AC Area UNDER SEPARATE PERMIT Acreage I i I 1DD EXISTING BUILDING nTG-34 G 0- ------ - 2 Ac I I I OAD2DESaaw SDF=1.004xixAxCr ', wccv 'saaayur� I 1 �m Where the design rainfall intensity,I,is 0.2 in/hr,and Ais in acres. Ar Ascucn,vw+ru ( I Cr was calculated using Table 5-2. - 11 "�tY I _ -- •. :. 5 !LAD _ I N ++}++++ DMA Size(Acres) Cr SDF(cfs) �� { RC_ + + �® DAC Ac ! A 0.315 0.83 0,053 III ,o (LID10+ B 0.239 0.87 0.024 + I°SrreF—T C 0.105 0.84 0.018 3000 SO.FT. s F=43.25 O l P.aE.I R zi R 0.050 0.95 0.011 p OA•AC _ a= 1 01 0.005 0.95 0.0009 ' .,...n r schwrc 0.01CFS I -� � rt-s - „• oa r 0.011 0.95 0.002 xxmn4xr ro's ..I 0.14 AC ,ry � I aromr i I I .+ /• 0024 CFS - j I =,an' i I I lAr- ------------ rvowa mxw ...• ---... a '�A _ r ::- _._. m. I I -- Ac _ y� &E —. -12MNNE}_J625 I ` / ' I I - - ' 0008 CFS _ wsr a a •.Yg I T w wpgJusre '-— xwm,----------------'�'--__-- I sae< _.,wKse}s.u�__'D6---________—____ Krvt7=.wsi' --- 1 it,e5xw'N w.n• I I u✓n'srl-�zs � — � I rg', __ I I __-__- I ' monuuexr wc.«.aTeo,mn v. I --____ --__—_____-_-- ______ coauw.secnonn I i g I :s.a.co.noiraw�.sxee.ea lzn I I ____-_____ _-_--______-____-_-_muyl_ I �1 u' __ _._.___.� Ir KN}xsr I --_ i ______-_—__.__.._ -- __-I ---� �— 'AT&T MH VAULT'RW ARV I-----_---_- "M`o Know cabal's below. Call before you dig.