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NOTE
<br />CONTRACTOR A&REE5 THAT HE SHALL A55UME SOLE AND COMPLETE
<br />RE5PON50IL-ITY FOR ✓OB SITE CONDITIONS OUKIN6 THE COU95E OF
<br />CON57RUCTION OF THI5 PROJECT, INCLUDING SAFETY OF ALL PER50N5 AND
<br />PROPERTY: THAT THI5 KEQUIKEMENT SHALL APPLY CONTINUOUSLY AND 5HALL
<br />NOT BE LIMITED TO NORMAL WORKING HOUR5: AND THAT THE CONTRACTOR
<br />SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLE55
<br />FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN GONNEGT/ON WITH THE
<br />PERFORMANCE OF WORK ON THI5 PROJECT, EXCEPTING FOR LIABILITY
<br />ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OK ENGINEER.
<br />GENERAL N01W5
<br />1. ALL CON5TRUGTION AND MATEKIAL5 SHALL BE IN ACCORDANCE WITH THE
<br />LATEST EDITION OF THE COUNTY OF 5AN JOAQUIN STANDARD CONSTRUCTION
<br />5PEGIF/6A7ION5 AND IMPROVEMENT 5TANOAR05. THE STANDARD DRAWINGS
<br />OF THE IMPROVEMENT STANDARDS 5HALL 5UPER5EDE TH05E OF THE 5TANOA90
<br />CONSTRUCTION SPECIFICATIONS WHERE 0156,9EPANCIE5 EX15T.
<br />2. THE CONTRATOP SHALL NOTIFY THE COUNTY OF 5AN JOAQUIN IMMEDIATELY
<br />UPON COMPLETION OF 6ON57`RU6TION STAKING.
<br />3. THE CONTRACTOR SHALL NOTIFY THE COUNTY OF 5AN JCAQUIN TWO (2J
<br />WORKING DAY5 PRIOR TO GOMMENG,NG WORK. (PHONE 1209) 468-302.0
<br />4. THE COUNTY OF 5AN JOAQUIN 15 A MEMBER OF THE UNDERGROUND SERVICE
<br />ALERT [U.S.A.) ONE -GALL PROGRAM. THE CONTRACTOR OR ANY
<br />5UBGONT9ACTO9 FOR THI5 CONTRACT SHALL NOTIFY MEMBERS OF U.5.A. TWO
<br />(21 WORKING DAY5 IN ADVANCE OF PERFORMING EXCAVATION WORK BY
<br />GALLING TOLL FREE (800) 642-2444.
<br />5. THE CONTRACTOR SHALL BE RE5PON5IBLE FOR THE PROTECTION OF ALL
<br />EXISTING SURVEY MONUMENTS AND OTHER SURVEY MAKKE95 DURING
<br />6ON57-RUGTION. ALL 5UGH MONUMENTS OR MARKER5 DESTROYED DURING
<br />CON5TRUGT/ON 5HALL BE REPLACED AT THE CONTRACTOR 5 EXPENSE.
<br />6. THE TYPE5, LOCATIONS, 5I2E5 AN010R DEPTHS OF EXISTING UNDERGROUND
<br />UTILITIES A5 SHOWN ON THE5E PLAN5 WERE OBTAINED FROM 5OU9G65 OF
<br />VARYING RELIABILITY. THE CONTRACTOR l5 CAUTIONED THAT ONLY ACTUAL
<br />EXCAVATION WILL REVEAL THE TYPE5, EXTENT, 5IZE5, LOCATIONS AND
<br />OEPTH5 OF 5UGH UNDERGROUND UTILITIES. A REASONABLE EFFORT HA5 BEEN
<br />MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES.
<br />HOWEVER WARREN CON5ULT/NG ENGINEER5 CAN A55UME NO RE5PON501LITY
<br />FOR THE COMPLETENESS OR ACCURACY OF IT5 DELINEATION OF 5UGH
<br />UNDERGROUND UTILITIES, NOR FOR THE EX15TENGE OF OTHER BURIED
<br />OBJECTS OR UTILITIES WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT
<br />SHOWN ON THE5E DRAWINGS.
<br />7 PROVIDE ONE TRAFFIC LAN= AT ALL TIME5.
<br />WHERE CON57'RUCTION FALL5 WITHIN EX15TING PUBLIC TRAVELED WAY5,
<br />CONTRACTOR SHALL MAINTAIN THIRTEEN (13) FOOT MINIMUM TRAFFIC LANE5
<br />FROM 7:00 A.M. TO 8,00 A.M. AND ALL LANES OF TRAFFIC SHALL BE OPEN
<br />AND UNOB5T9U6TEO FROM 330 P.M UNTIL 8:30 A.M. THE NEXT WOKKING
<br />DAY. PLACE CONTINUOUS TRAFFIC DELINEATOR5 AT FIFTY (501 FOOT
<br />INTERVALS ADJACENT TO A TRAFFIC LANE IF A DIFFERENCE OF TWO (21
<br />INGHE5 EX15T5 BETWEEN PAVEMENT AND ANY EXCAVATION.
<br />8. PUBLIC, SAFETY AND TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE
<br />WITH SAN JOAQUIN COUNTY STANDARDS AND AS DIRECTED BY THE COUNTY
<br />INSPECTOR. 5AFE VEHICULAR AND PEDESTRIAN AC6E55 SHALL BE PROVIDED
<br />AT ALL TIME DURING GON5TRUGTION.
<br />9 WHENEVER THE WORK AREA /5 ADJACENT TO A TRAFFIC LANE AND THERE 15
<br />A PAVEMENT GUT OR TRENCH OVER TWO (2) INGHE5 DEEP, THE CONTRACTOR
<br />SHALL MAINTAIN CONTINUOUS 5ARRIGADE5 5PAC50 AT APPROXIMATELY 50 FT.
<br />INTERVAL5. IF THE GUT OR TRENCH 15 MORE THAN 10 FEET FROM A
<br />TRAFFIC, LANE, THE SPACING MAY GE GREATER BUT NOT TO EXCEED 200
<br />FEET.
<br />10. NO PAVEMENT WORK WILL OCCUR WITHIN THE ROAD RIGHT OF WAY PRIOR TO
<br />COMPLETION OF UTILITY POLE RELOCATION.
<br />R. A5HPHALTIC CONCRETE 5URFAGE5 SHALL BE GUT TO A NEAT, STRAIGHT LINE
<br />PARALLEL WITH THE STREET CENTERLINE AND THE EXP05EO EDGE TACKED WITH
<br />EMUL51ON PRIOR TO PAVING. THE EXP05EO BA5E MATERIAL 5HALL BE GRADED
<br />REGOMPACETEO AND 9E5EALED PRIOR TO PAVING
<br />12. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM 5AN 'OAQUIN
<br />COUNTY DEPARTMENT OF PUBLIC, W09K5 PRIOR TO THE START OF ANY
<br />OPERATIONS IN THE COUNTY RIGHT-OF-WAY.
<br />13. CONTRACTOR AGREE5 THAT HE SHALL ASSUME 501-6 AND COMPLETE RE5PON51151LITY
<br />FOR JOB 5ITE LONDITION5 DURING THE 6OU95E OF CONSTRUCTION OF THIS PROJECT,
<br />INCLUDING SAFE; Y OF ALL PERSONS AND PROPERTY; THAT THI5 REQUIREMENT 5HALL
<br />APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOU95: AND THAT
<br />THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HAPMLE55, THE COUNTY OF
<br />5AN JOAQUIN, I7-5 ELECTED OFFI6IAL5, OFFIGER5, EMPLOYEES, AND AGENT5 FROM ANY
<br />AND ALL CLAIMS, C05T5 OF LITIGATION, DAMAGES, AND ATTORNEY5 FEE5, FOR
<br />PE95ONAL INJURY OP PROPERTY DAMAGE OF WHATEVER NATURE WHICH ARE CLAIMED
<br />TO HAVE OCCURRED DURING THE TERM OF THIS PROJECT.
<br />A.P.N. /97-/00-0/
<br />BENCHMARK NO. ELEV.
<br />NORTHLAND � FRONT,46E RD.
<br />4"BR466 CAP," 6"CONC. ST,4MPED
<br />0-325.
<br />ELEV = 39.4/2, CovNTY DATUM
<br />G VY
<br />DRAWN:
<br />TF/M5
<br />CHECKED:
<br />GW
<br />DATE:
<br />FI(GUST 8, /99/ N0.
<br />REVISION
<br />ABBREVIATIONS
<br />A.B.
<br />AGGREGATE BA5E
<br />A.G.
<br />ASPHALTIC CONCRETE
<br />A.P.N.
<br />A55E55095 PARCEL NUMBER
<br />L3. C.
<br />BE6/N CURVE
<br />¢
<br />CENTERLINE
<br />CL.
<br />CLA55
<br />GONG.
<br />CONCRETE
<br />CON5T.
<br />CONSTRUCT
<br />C. P.
<br />CONCRETE PIPE
<br />O.1.
<br />DROP INLET
<br />DIA.
<br />0/AMETEP
<br />ORWG.
<br />DRAWING
<br />E.P.
<br />EDGE OF PAVEMENT
<br />E5MT.
<br />EASEMENT
<br />C
<br />FL0WLINE
<br />F.H.
<br />FIRE HYDRANT
<br />GR.
<br />GRATE ELEVATION
<br />INV.
<br />PIPE INVERT ELEVATION
<br />J.P.
<br />JOINT POLE
<br />LT.
<br />LEFT
<br />L.F.
<br />LINEAL FEET
<br />O.H.
<br />OVERHEAD
<br />P.G.G.
<br />PORTLAND GEMENT CONCRETE
<br />P.L.
<br />PROPERTY LINE
<br />P.P.
<br />POWER POLE
<br />P.V.G.
<br />POLYVINYLCHLORIDE
<br />P.UE.L.
<br />PUBLIC UTILITY EASEMENT LINE
<br />RIM
<br />MANHOLE RIM ELEVATION
<br />RT.
<br />PIGHT
<br />R.G.P.
<br />REINFORCED CONCRETE PIPE
<br />R/W
<br />RIGHT OF WAY
<br />5AN.
<br />5AN/TARY SEWER
<br />5.0.
<br />5TORM DRAIN
<br />5.D.M.H.
<br />STORM DRAIN MANHOLE
<br />5.M.H.
<br />SEWER MANHOLE
<br />5.5.
<br />SEWER SERVICE
<br />5TO.
<br />5TANOARO
<br />7'. C.
<br />TOP OF CURB
<br />T. W.
<br />TOP OF WALK ELEVATION
<br />U. &.
<br />UNDERGROUND
<br />V.G.P.
<br />VITRIFIED CLAY PIPE
<br />W/
<br />WITH
<br />W/O
<br />WITHOUT
<br />W.5.
<br />WATER 5ERV/CE
<br />W. V.
<br />WATER VAL VE
<br />APP'D I DATE
<br />IMPROVEMENT PLANS
<br />FOR
<br />NORTHLAND ROAD
<br />LDS CHURCH - 2ND AND 3RD WARDS AND MANTECA STAKE
<br />LEGEND
<br />MOP05CO GRAOIN6 5YM15OL5
<br />PROP05E0 WATER 5YM60L5
<br />WATER LINE + 5IZE
<br />GATE VALVE AND BOX
<br />WATER METER
<br />A 71F
<br />FIRE HYDRANT ASSEMBLY
<br />- -------- { N-{ FIRE PROTECTION A55E413LY
<br />HORIZONTAL SCALE:
<br />A5 SHOWN
<br />VERTICAL SCALE:
<br />NA
<br />JOB NO.:
<br />P/9401
<br />r ,
<br />SITE PLAN 2
<br />1'=100'
<br />E
<br />3" 7' T_U'
<br />.SAWCUT 41-1/VE
<br />VRRiE53
<br />p I, ql p1 /l/hld(? MATCH EXIST.
<br />i
<br />PLACE .3"FiC/6"AB
<br />/C?=50I/ T/ _ eo.a
<br />COO/S7-114. 'T STD. CURB,
<br />GUTTEfi 0 S/OEW,�i Ale
<br />EX /ST. aR1g0E
<br />TYPICAL CROSS SECTION
<br />ELECTRICAL SYMBOLS
<br />-- 1" CONDUIT UNLESS OTHERWISE SHOWN.
<br />SLASH MARKS INDICATE NUMBER OF
<br />CONDUITS REQUIRED. NO. 10AWG THW
<br />MINIMUM OR AS OTHERWISE SHOWN.
<br />'_Z& Z&/'GEORGE G ° o �
<br />� �
<br />WARREN It o `�
<br />c, 3.31 Sc WARREN CONSULTING ENGINEERS
<br />5777 MADISON AVENUE, SUITE 1200
<br />of �� SACRAMENTO, CA 95841 (916) 349-8225
<br />NO ,GG'ALE
<br />VICINITY MAP
<br />NO 5CALE
<br />SHEET INDEX
<br />COVER 5HEET
<br />GRADING AND DRAINAGE PLAN
<br />Director of Public Works
<br />County of San Joaquin, California
<br />Date
<br />A5 - 50/L T5 12 - /9.92 �wzgmz�
<br />OFF-SITE COVER SHEET
<br />COVER SHEET
<br />NOORTHlANDD ROAD
<br />LDS CHURCH - 2ND AND 3RD WARDS AND MANTECA STAKE
<br />COUNTY OF SAN JOAQUIN
<br />m
<br />U_
<br />C•1
<br />STORM DRAIN
<br />12" 50
<br />(5IZE AND FLOW INDICATED)
<br />STOKM DRAIN MANHOLE
<br />DROP INLET
<br />9`19��
<br />ELEVATION
<br />FF 100.00
<br />FINISHED FLOOR ELEVATION
<br />PAD 99.33
<br />BUILDING PAD ELEVATION
<br />GONGKETE 5106WALK
<br />DRAINAGE FLOW
<br />---- >
<br />SWALE
<br />fi T
<br />SLOPE
<br />RETAINING WALL
<br />-.--.--.- -rT
<br />TREE TO BE REMOVED
<br />-4-
<br />UTILITY POLE
<br />o.
<br />ly
<br />EX157-ING ELEVATION
<br />PROPOSED SANITARY 5EWE9 5YWOI-5
<br />SANITARY 5EWER
<br />4" 55
<br />(5IZE AND FLOW INDIGATEDI
<br />5AN1 TAR Y MANHOLE
<br />SEWER 5ERVIGE
<br />-O
<br />SANITARY 5EWER CLEANOUT
<br />El
<br />FLUSHER BRANCH
<br />PROP05E0 WATER 5YM60L5
<br />WATER LINE + 5IZE
<br />GATE VALVE AND BOX
<br />WATER METER
<br />A 71F
<br />FIRE HYDRANT ASSEMBLY
<br />- -------- { N-{ FIRE PROTECTION A55E413LY
<br />HORIZONTAL SCALE:
<br />A5 SHOWN
<br />VERTICAL SCALE:
<br />NA
<br />JOB NO.:
<br />P/9401
<br />r ,
<br />SITE PLAN 2
<br />1'=100'
<br />E
<br />3" 7' T_U'
<br />.SAWCUT 41-1/VE
<br />VRRiE53
<br />p I, ql p1 /l/hld(? MATCH EXIST.
<br />i
<br />PLACE .3"FiC/6"AB
<br />/C?=50I/ T/ _ eo.a
<br />COO/S7-114. 'T STD. CURB,
<br />GUTTEfi 0 S/OEW,�i Ale
<br />EX /ST. aR1g0E
<br />TYPICAL CROSS SECTION
<br />ELECTRICAL SYMBOLS
<br />-- 1" CONDUIT UNLESS OTHERWISE SHOWN.
<br />SLASH MARKS INDICATE NUMBER OF
<br />CONDUITS REQUIRED. NO. 10AWG THW
<br />MINIMUM OR AS OTHERWISE SHOWN.
<br />'_Z& Z&/'GEORGE G ° o �
<br />� �
<br />WARREN It o `�
<br />c, 3.31 Sc WARREN CONSULTING ENGINEERS
<br />5777 MADISON AVENUE, SUITE 1200
<br />of �� SACRAMENTO, CA 95841 (916) 349-8225
<br />NO ,GG'ALE
<br />VICINITY MAP
<br />NO 5CALE
<br />SHEET INDEX
<br />COVER 5HEET
<br />GRADING AND DRAINAGE PLAN
<br />Director of Public Works
<br />County of San Joaquin, California
<br />Date
<br />A5 - 50/L T5 12 - /9.92 �wzgmz�
<br />OFF-SITE COVER SHEET
<br />COVER SHEET
<br />NOORTHlANDD ROAD
<br />LDS CHURCH - 2ND AND 3RD WARDS AND MANTECA STAKE
<br />COUNTY OF SAN JOAQUIN
<br />m
<br />U_
<br />C•1
<br />
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