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A CURB &GUTTER
<br />S
<br />18 HOLE
<br />PUTTING COURSE
<br />^y
<br />R-99 & -YAN
<br />"ACCESSIBLE SIGN
<br />5' GOLF CART PATH GRATE ELEV.=29.23
<br />INV. IN=24.13 15" SW.
<br />CL R.V. PARK ROAD ° INV. OUT=23.83 18" NE.
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<br />00DRIVEWAY APPROACH > • �\o
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<br />70,
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<br />4" CONCRETE
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<br />-� 6' HIGH WOODEN FENCE °. i '" \' b : \ n �o U
<br />.6' HIGH CHAIN ° G e w p
<br />LINK FENCE
<br />D• .° e. ° C ° D e: p .° D�. 60" HIGH CHAINS
<br />PRO SHOP LINK FENCE h'z39
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<br />& S 9' 8' REDWOOD HEADER
<br />RESTAURANT st FQ
<br />A in I R-± 9 ±99 R-99 g R'�41?'
<br />EXIST. TREE SG
<br />R-99 & "j/AN (TO REMAIN)
<br />"ACCESSIBLE SIGN N k (k --
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<br />60" HIGH CHAIN
<br />LINK FENCE
<br />VIEW
<br />2' PLANTING
<br />6' HIGH WOODEN FENCE
<br />'A19Nf1911Y71s19
<br />1 (TYP.)
<br />3" AC
<br />6" AB
<br />4" SAND OR A.B.
<br />g PLANTER CURB
<br />N.T.S.
<br />PAVEMENT MARKING PER
<br />CALTRANS STANDARD
<br />FIG. 6-41 CALTRANS
<br />TRAFFIC MANUAL
<br />FQ R-10
<br />,,Rc STD. DWG D-15
<br />�PN(ER (SEE SHEET 8-C)
<br />-- POWER ----------- POWER
<br />NO.I DESCRIPTION
<br />L
<br />PLOT DATE: 03/27/83
<br />PLOT TIME: 16:24
<br />98
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<br />5
<br />49
<br />BARRICADE PER STD. DWG
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<br />3 ADMISSION
<br />BUILDING
<br />PCC w/
<br />6x6 10/1
<br />WWM
<br />3" AC
<br />�.---------------
<br />1 GATE ---------
<br />15' - - �
<br />!DWG
<br />LAN=�
<br />-STD. -13 - _ (SEE 8-C) _
<br />�► so
<br />Tc 'ss
<br />R-1 f R._
<br />�FQ : GRATE ELEV.=29.50 '0
<br />INV. IN=26.31 10" SW.
<br />N f INV. IN=24.36 15" SE. o T
<br />INV. OUT=24.30 15" NW. a
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<br />0
<br />-y0"I zF04-
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<br />GRATE ELEV.=29.80
<br />N
<br />INV. OUT=26.80 10" NE.
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<br />CL
<br />FRENCH
<br />SCALE
<br />HORIZONTAL: 1" = 20'
<br />FILE: 93002\PARKLOT SURVEY
<br />PLANS: F.B.:
<br />CHECKED: 0 Roger D. Rumph PROFILE: F.B.:
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<br />CL
<br />3" AC OVER
<br />6" AB PAVING 10.5' 6'
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<br />---- - - - - - - - --�
<br />CAMP
<br />T.B.M. DESCRIPTION:
<br />BRASS CAP 1640' WEST OF SOUTH 99
<br />FRONTAGE ROAD, SOUTH SIDE OF FRENCH
<br />CAMP ROAD, MARKED QR -30.7, U.S. G. S.
<br />DATUM
<br />GRATE ELEV.=30.00
<br />INV. IN=24.77 12" SE.
<br />INV. OUT=24.52 15" NW.
<br />R=2'
<br />GENERAL NOTES:
<br />1. ALL WORK SHOWN HEREON SHALL BE DONE IN STRICT ACCORDANCE TO COUNTY OF SAN JOAQUIN STANDARD SPECIFICATIONS
<br />ADOPTED SEPTEMBER 1991, AND ALL AMENDMENTS THERETO TO DATE. ALL WORK SHALL BE DONE UNDER THE INSPECTION OF
<br />\C SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />2. CONTRACTOR SHALL BE IN RECEIPT OF APPROVED PLANS AND SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO BEGINNING
<br />CONSTRUCTION, INCLUDING ENCROACHMENT PERMITS.
<br />3. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES REGARDING THE EXISTENCE AND LOCATION OF FACILITIES IN THE
<br />CONSTRUCTION AREA. UNDERGROUND FACILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND PLANS AND THEIR
<br />LOCATION MUST BE CONSIDERED APPROXIMATELY ONLY. THE VERIFICATION OF EACH FACILITY SHOWN OR NOT SHOWN,
<br />SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
<br />C VALLEY GUTTER 4. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE OF PERFORMING ANY WORK
<br />N.T.S. WITHIN THE COUNTYS RIGHT-OF-WAY.
<br />5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
<br />COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS
<br />REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR
<br />SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, ENGINEER AND THE COUNTY OF SAN JOAQUIN HARMLESS FROM ANY AND
<br />I I I 20' WIDE ACCESS ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
<br />I I EASEMENT WITH LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER AND/OR ENGINEER.
<br />I I ALL-WEATHER 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS FROM DAMAGE.
<br />SURFACING
<br />CONFORMING TO 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS.
<br />STANDARD DWG.
<br />I F -1b & F -1c. B. EXCAVATIONS OF FIVE FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM THE STATE OF CALIFORNIA
<br />=17'
<br />16'
<br />I
<br />17' I
<br />I
<br />16'
<br />117
<br />DEPARTMENT OF INDUSTRIAL SAFETY. BEFORE BEGINNING EXCAVATION FOR A TRENCH FIVE FEET (5) OR MORE IN DEPTH,
<br />25' THE CONTRACTOR SHALL SUBMIT TO AND SHALL RECEIVE THE ACCEPTANCE (APPROVAL) OF THE ENGINEER OF A DETAILED
<br />PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION
<br />FROM HAZARD OF CAVING GROUND. SUCH PLAN SHALL BE SUBMITTED AT LEAST FIVE (5) DAYS BEFORE THE CONTRACTOR
<br />INTENDS TO BEGIN WORK ON THE TRENCH. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY
<br />THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER.
<br />w
<br />w 9. DRAWING NUMBERS SHOWN ON THE PLAN REFER TO COUNTY OF SAN JOAQUIN STANDARD DETAIL DRAWINGS.
<br />W H
<br />' 10. STORM DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH COUNTY OF SAN JOAQUIN STANDARD SPECIFICATIONS AND
<br />o PLANS. STORM DRAIN PIPE MAY BE ANY TYPE APPROVED FOR USE BY THE COUNTY OF SAN JOAQUIN.
<br />16' 9'
<br />25'
<br />72s® L I
<br />O
<br />Ry �
<br />R-61
<br />9' 12' 2' 1
<br />�R=5'
<br />ui
<br />10
<br />22/�
<br />.............Hp.............. RIDGE
<br />GRATE ELEV. NEXIST. WELL FOR IRRIGATION PURPOSES
<br />INV. IN=25.2INV. OUT=25
<br />0.
<br />c0
<br />R -1T
<br />POWER ------car----POWER ----
<br />ROAD
<br />W
<br />W
<br />11.
<br />ALL CAST IRON FOR MANHOLE AND CLEAN OUT FRAMES AND COVERS SHALL BE A GOOD QUALITY OF GRAY IRON, TRUE TO
<br />z
<br />z
<br />PATTERN, FREE FROM CRACKS, WITHOUT FLAWS AND EXCESSIVE SHRINKAGE. CASTINGS SHALL BE CLEANED AND COATED
<br />a. R=5'
<br />v T,p �7
<br />77
<br />uPLANTER
<br />ALL GRADING SHALL BE CONDUCTED PER THE SOILS REPORT PREPARED BY QUALITY CONTROL INSPECTION, INC., 1295 N.
<br />W
<br />STD. DWG D-15 ��
<br />(SEE SHEET 8-C)�j Q
<br />F
<br />I
<br />I
<br />25' 20' 8'
<br />25'
<br />117
<br />DEPARTMENT OF INDUSTRIAL SAFETY. BEFORE BEGINNING EXCAVATION FOR A TRENCH FIVE FEET (5) OR MORE IN DEPTH,
<br />25' THE CONTRACTOR SHALL SUBMIT TO AND SHALL RECEIVE THE ACCEPTANCE (APPROVAL) OF THE ENGINEER OF A DETAILED
<br />PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION
<br />FROM HAZARD OF CAVING GROUND. SUCH PLAN SHALL BE SUBMITTED AT LEAST FIVE (5) DAYS BEFORE THE CONTRACTOR
<br />INTENDS TO BEGIN WORK ON THE TRENCH. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY
<br />THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER.
<br />w
<br />w 9. DRAWING NUMBERS SHOWN ON THE PLAN REFER TO COUNTY OF SAN JOAQUIN STANDARD DETAIL DRAWINGS.
<br />W H
<br />' 10. STORM DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH COUNTY OF SAN JOAQUIN STANDARD SPECIFICATIONS AND
<br />o PLANS. STORM DRAIN PIPE MAY BE ANY TYPE APPROVED FOR USE BY THE COUNTY OF SAN JOAQUIN.
<br />16' 9'
<br />25'
<br />72s® L I
<br />O
<br />Ry �
<br />R-61
<br />9' 12' 2' 1
<br />�R=5'
<br />ui
<br />10
<br />22/�
<br />.............Hp.............. RIDGE
<br />GRATE ELEV. NEXIST. WELL FOR IRRIGATION PURPOSES
<br />INV. IN=25.2INV. OUT=25
<br />0.
<br />c0
<br />R -1T
<br />POWER ------car----POWER ----
<br />ROAD
<br />W
<br />W
<br />OVERHEAD POWERLINE, TO BE RELOCATED
<br />ELEVATION:
<br />28.118'
<br />SHEET
<br />tROFESS�Oy
<br />• .y
<br />•HOQEH D�'•��
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<br />CAO OPN�P
<br />OF
<br />12
<br />-F;-E ASSOCIATES, INC.
<br />��A�� P.O.Box see
<br />I San Andreas, Ca. 95249
<br />Ph. (209) 754-3588
<br />FRENCH CAMP GOLF & R. V. PARK
<br />DRAINAGE & GRADING PARKING LOT
<br />DATE: 3 Z S
<br />RCE NO: 12741
<br />EXP. DATE: 3/31/97
<br />DESIGN ENGINEER
<br />11.
<br />ALL CAST IRON FOR MANHOLE AND CLEAN OUT FRAMES AND COVERS SHALL BE A GOOD QUALITY OF GRAY IRON, TRUE TO
<br />PATTERN, FREE FROM CRACKS, WITHOUT FLAWS AND EXCESSIVE SHRINKAGE. CASTINGS SHALL BE CLEANED AND COATED
<br />WITH COAL TAR PITCH HEATED TO 200o F.
<br />12.
<br />ALL GRADING SHALL BE CONDUCTED PER THE SOILS REPORT PREPARED BY QUALITY CONTROL INSPECTION, INC., 1295 N.
<br />EMERALD, MODESTO CA 95351, DATED APRIL 14, 1994, EXAMINATION No. G94-846.
<br />13.
<br />ALL BRUSH, ROOTS, VEGETABLE RUIN AND DEBRIS SHALL BE DISPOSED OF OFFSITE.
<br />14.
<br />DURING EXCAVATION FOR FOOTINGS, IF ANY UNSUITABLE SOIL IS UNCOVERED, THE CONTRACTOR SHALL REMOVE IT AND
<br />DEEPEN FOOTINGS AS NECESSARY TO BUILD ON CLEAN VIRGIN SOIL.
<br />15.
<br />PAVEMENT STRUCTURAL SECTIONS SHALL CONFORM TO COUNTY OF SAN JOAQUIN IMPROVEMENT STANDARDS, STANDARD
<br />DRAWING R-27 AND RECOMMENDATIONS OF THE SOILS REPORT, UNLESS THE REQUIREMENT OF A SOILS REPORT IS WAIVED
<br />BY THE DIRECTOR OF PUBLIC WORKS.
<br />16.
<br />AGGREGATE BASE (AB) SHALL BE CLASS 2, 3/4" MAXIMUM, CONFORMING TO THE PROVISIONS OF SEC11ON 26 OF THE
<br />CALIFORNIA STANDARD SPECIFICATIONS.
<br />17.
<br />ASPHALT CONCRETE (AC) SHALL BE TYPE B AND SHALL CONFORM TO THE PROVISIONS OF SECTION 39 OF THE CALIFORNIA
<br />STANDARD SPECIFICATIONS.
<br />18.
<br />CONTRACTOR SHALL GUARANTEE PAVING FOR ONE YEAR AFTER FINAL COMPLETION OF CONSTRUCTION ACCEPTANCE AGAINST
<br />SETTLEMENT, LOW SPOTS OR RAVELLING OUT OF SURFACE, MAKING ANY REPAIRS NECESSARY DURING GUARANTEE PERIOD TO
<br />o
<br />MAINTAIN PAVING IN PERFECT CONDITION, INCLUDING COST OF RE -PAINTING WITHIN REPAIRED AREA. REPAIRS SHALL
<br />INCLUDE BUT NOT BE LIMITED TO REMOVING DEFECTIVE PAVING AND REPLACING WITH NEW PAVEMENT.
<br />19.
<br />CONCRETE SHALL BE CLASS B, PORTLAND CEMENT CONCRETE MADE WITH 1-1/2" MAXIMUM AGGREGATE GRADING, ALL
<br />PROPORTIONAL MIXED IN ACCORDANCE WITH SECTION 90, CALIFORNIA STANDARD SPECIFICATIONS.
<br />20.
<br />CONCRETE TO BE REMOVED SHALL BE SAWCUT 1-1/2" DEEP PRIOR TO REMOVAL
<br />21.
<br />CONTRACTOR TO NOTIFY ENGINEER AS SOON AS POSSIBLE IF CONDITIONS ON THE GROUND DIFFER FROM THOSE SHOWN ON
<br />THE PLAN.
<br />22.
<br />ANY EXISTING ON-SITE WELLS INDICATED ON THESE PLANS TO BE ABANDONED, SHALL BE ABANDONED PER SAN JOAQUIN
<br />COUNTY HEALTH DISTRICT REQUIREMENTS.
<br />23.
<br />ANY EXISTING SANITARY SEWER SEPTIC SYSTEM SHALL BE PUMPED AND FILLED WITH EARTH PER COUNTY OF SAN JOAQUIN
<br />HEALTH DEPARTMENT REQUIREMENTS.
<br />24.
<br />CONTRACTOR SHALL BE REPONSIBLE FOR DUST CONTROL FOR ENTIRE SITE AT ALL TIMES.
<br />25.
<br />FORTY-EIGHT (48) HOURS PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CALL U.S.A. (800) 642-2444.
<br />LEGEND
<br />EXIST. TREE TO REMAIN
<br />POWER OVERHEAD POWER LINE
<br />UTILITY POLE
<br />. -► . - FLOWLINE DITCH w/DIRECTION OF FLOW
<br />o- PROPOSED STREETLIGHT
<br />CATCH BASIN w/STORM DRAIN LINE,
<br />138 L.F.-10" ® 0.30% LENGTH, SIZE AND SLOPE
<br />TC TOP OF CURB
<br />FP FINISH PAVING
<br />R-1 F STREET SIGN w/INDEX NUMBER PER CALTRANS
<br />48 L.F - 12" RCP CL. III,
<br />ASTM C-76 ® 0.5% g TRAFFIC MANUAL CHAPTER 4
<br />GRATE ELEV.=27.70
<br />�106\�J PROPOSED GRADE
<br />INV. IN=25.44 12" E.
<br />x
<br />INV. OUT=25.44 12" W.
<br />CURB &GUTTER PER DETAIL 'A' THIS SHEET
<br />-x-12" x 5' STUB
<br />w/END PLUG
<br />} PC PCC PLANTER CURB PER DETAIL B THIS SHEET
<br />OVERHEAD POWERLINE, TO BE RELOCATED
<br />ELEVATION:
<br />28.118'
<br />SHEET
<br />tROFESS�Oy
<br />• .y
<br />•HOQEH D�'•��
<br />HUMfZttPH
<br />ACFf ,
<br />00. marrs� i
<br />CIVIL q
<br />r .......
<br />CAO OPN�P
<br />OF
<br />12
<br />-F;-E ASSOCIATES, INC.
<br />��A�� P.O.Box see
<br />I San Andreas, Ca. 95249
<br />Ph. (209) 754-3588
<br />FRENCH CAMP GOLF & R. V. PARK
<br />DRAINAGE & GRADING PARKING LOT
<br />DATE: 3 Z S
<br />RCE NO: 12741
<br />EXP. DATE: 3/31/97
<br />DESIGN ENGINEER
<br />
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