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0
<br />i
<br />C.I. BODY BRONZE
<br />COVER GROUND
<br />FACE AND SEAT
<br />0
<br />I
<br />6
<br />SIGN 'A'
<br />n
<br />- - - - - -
<br />I ISIGN 'B'
<br />I I HOSE BIB
<br />I I
<br />I I
<br />I I DRAIN COVER: SELF
<br />CLOSING & FOOT OPERATED
<br />I I
<br />I01I PROVIDE BUMPER TO
<br />I I PREVENT DRIVING ON PAD
<br />4" AIR TRAP -
<br />SECTION VIEW
<br />I
<br />4'-0"
<br />SIGN 'A'
<br />4"
<br />e
<br />SEE SIGN
<br />DETAILS
<br />® RIGHT
<br />PRESSURE VACUUM
<br />BREAKER (12" ABOVE
<br />HOSE BIB)
<br />SIGN 'B'
<br />0
<br />I
<br />N
<br />0
<br />I
<br />N
<br />2,-0"
<br />-y TO APPROVED SEWAGE
<br />DISPOSAL SYSTEM
<br />DANGER
<br />UNSAFE WATER
<br />USE THIS HOSE
<br />TO FLUSH PAD
<br />AND TRAILER TANK
<br />ONLY
<br />SIGN ,B,
<br />SCALE 1 " = 1'
<br />TRAILER SEWAGE DISPOSAL STATION
<br />THRUST BLOCK DETAILS
<br />BEND TEE OUTLET
<br />45' Max.
<br />'o
<br />Min.
<br />DEAD END TYPICAL SECTION
<br />THRU
<br />THRUST BLOCK
<br />MINIMUM THRUST BLOCK AREAS
<br />(IN SQUARE FEET)
<br />TRAILER SEWAGE
<br />DISPOSAL STATION
<br />TEE 90' BEND
<br />POSITION TRAILER DRAIN
<br />22 1/Z BEND
<br />OUTLET TO BE OVER PAD
<br />4"
<br />WHILE DRAINING. PLACE
<br />1.5
<br />DRAIN HOSE SECURELY
<br />1.5
<br />IN DRAIN OPENING WHILE
<br />3 4.5
<br />HOLDING WITH FOOT.
<br />1.5
<br />EFFECTIVELY FLUSH PAD
<br />8"
<br />AFTER EACH USE
<br />4
<br />2
<br />-y TO APPROVED SEWAGE
<br />DISPOSAL SYSTEM
<br />DANGER
<br />UNSAFE WATER
<br />USE THIS HOSE
<br />TO FLUSH PAD
<br />AND TRAILER TANK
<br />ONLY
<br />SIGN ,B,
<br />SCALE 1 " = 1'
<br />TRAILER SEWAGE DISPOSAL STATION
<br />THRUST BLOCK DETAILS
<br />BEND TEE OUTLET
<br />45' Max.
<br />'o
<br />Min.
<br />DEAD END TYPICAL SECTION
<br />THRU
<br />THRUST BLOCK
<br />MINIMUM THRUST BLOCK AREAS
<br />(IN SQUARE FEET)
<br />PIPE SIZE
<br />TEE 90' BEND
<br />45' BEND
<br />22 1/Z BEND
<br />DEAD END
<br />4"
<br />1.5 2
<br />1.5
<br />1
<br />1.5
<br />6"
<br />3 4.5
<br />2.5
<br />1.5
<br />1 3
<br />8"
<br />5 7
<br />4
<br />2
<br />5
<br />NOTES:
<br />1. AREAS ARE FOR 150 POUNDS PER SQUARE INCH WATER PRESSURE
<br />AND SANDY SOIL. AREAS SHALL BE DOUBLED FOR CLAYED SOIL.
<br />2. BLOCKING SHALL BE MADE OF CLASS "B" CONCRETE AND SHALL
<br />BE PLACED BETWEEN UNDISTURBED GROUND AND THE FITTING TO
<br />ANCHORED. THE BLOCKING SHALL BE PLACED SO THAT THE JOINTS
<br />OF THE PIPE AND FITTINGS WILL BE ACCESSIBLE FOR REPAIR.
<br />3. THRUST BLOCKS SHALL BE CONSTRUCTED AT PIPE DIAMETER
<br />CHANGES AND AT OTHER FITTINGS NOT LISTED, AND SHALL BE
<br />PLACED AS DIRECTED BY THE ENGINEER.
<br />4. CONCRETE SHALL BE A MIN. OF 12" THICK,
<br />THRUST BLOCK DETAILS
<br />NOT TO SCALE
<br />NO. DESCRIPTION COUNTY APPROVAL
<br />APPROVED BY. DATE PLOT DATE: 04/24/95
<br />Z PLOT TIME 13:12
<br />0
<br />Lu
<br />W FILE: 93002\RVDET
<br />PLANS:
<br />CHECKED: ❑ Roger D. Rumph PROFILE:
<br />3/4" HOSE
<br />3/4" CHECK Vi
<br />BACKFLOW PREVEN
<br />GATE
<br />ELEVAT
<br />12" 12" 9"
<br />11
<br />0
<br />00° SEWER
<br />ELEC 41 WATER
<br />3' -9 -
<br />PLAN VIEW
<br />GENERAL NOTES - SEWER SYSTEM
<br />UTILITY PAD DETAIL
<br />1" = 2'
<br />1. SEWER SYSTEM SHALL CONFORM TO THE REQUIREMENTS
<br />OF THE MOBILE HOME PARK ACT, TITLE 25, ARTICLE 5,
<br />ENTITLED "PLUMBING REQUIREMENTS".
<br />2. SANITARY SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE
<br />WITH THE COUNTY OF SAN JOAQUIN IMPROVEMENT STANDARDS
<br />AND DRAWINGS. SEWER PIPE MAY BE ANY TYPE APPROVED
<br />FOR USE BY THE COUNTY OF SAN JOAQUIN.
<br />3. SEWER SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE
<br />WITH THE UNIFORM PLUMBING CODE, LATEST EDITION.
<br />4. GRAVITY SEWER PIPE AND FITTINGS SHALL BE SDR -35
<br />PVC, CONFORMING TO ASTM D3034 OR ABS CONFORMING
<br />TO ASTM D2751-80, SDR -35.
<br />5. 3" FORCE MAIN PIPE SHALL BE POLIVINYL CHLORIDE PRESSURE
<br />PIPE CONFORMING TO ASTM D-1785 SCHEDULE 40.
<br />6. 4" FORCE MAIN PIPE SHALL BE CLASS 200, SDR -21 PVC
<br />PRESSURE PIPE CONFORMING TO ASTM D-2241.
<br />7. ALL SERVICES TO BE CONNECTED IN ACCORDANCE WITH LOCAL
<br />CODE AND/OR UTILITY COMPANIES REQUIREMENTS.
<br />8. SEWER LINES SHALL NOT CROSS OVER THE TOP OF WATER
<br />LINES AND THE MINIMUM VERTICAL CLEARANCE BETWEEN LINES
<br />FOR CROSSING UNDER WATER LINES SHALL BE 24". WHERE THE
<br />VERTICAL CLEARANCE IS 24" OR MORE THE WATER MAIN
<br />SHALL BE DUCTILE IRON OR AWWA C-900 CLASS 200 PVC
<br />WITH NO JOINTS WITHIN 9 FEET OF EACH SIDE OF THE SEWER
<br />LINE. IF THE WATER LINE CROSSES A SEWER LINE CLOSER
<br />THAN 24", THE PIPE SHALL BE COMPLETELY ENCASED IN
<br />CLASS B CONCRETE FOR THE SAME DISTANCE SPECIFIED
<br />ABOVE. THE MINIMUM HORIZONTAL DISTANCE BETWEEN WATER
<br />AND SEWER LINES SHALL BE 10 FEET.
<br />GENERAL NOTE
<br />ALL DOMESTIC WATER, SANITARY SEWER AND STORM DRAIN
<br />LINES SHALL BE TESTED IN CONFORMANCE WITH THE COUNTY
<br />OF SAN JOAQUIN STANDARD SPECIFICATIONS. SHOULD ANY
<br />SECTION OF PIPE FAIL THE TEST, THE CONTRACTOR SHALL, AT
<br />HIS OWN EXPENSE, LOCATE, REPAIR AND RETEST UNTIL THE
<br />PIPE MEETS THE SPECIFIED REQUIREMENTS. ALL SANITARY
<br />SEWER LINES AND STORM DRAIN LINES SHALL BE CLEANED
<br />PRIOR TO FINAL ACCEPTANCE.
<br />SCALE T.B.M. DESCRIPTION: ELEVATION:
<br />HORIZONTAL: 1" = 40'
<br />BRASS CAP 1640' WEST OF SOUTH 99 28.118'
<br />SURVEY FRONTAGE ROAD, SOUTH SIDE OF FRENCH
<br />CAMP ROAD, MARKED QR -30.7, U.S.G.S.
<br />F.B.: _ DATUM
<br />F.B.:
<br />ELEC.PEDESTAL
<br />COUPLER FOR GRD.
<br />WIRE EXPOSED
<br />THREADED PLUG
<br />4" CONC. SLAB
<br />PIPE WRAPPING PRIOR
<br />TO POUR
<br />3" ABS
<br />5/8"x8' GROUND ROD
<br />5' LONG x 4" DIA.
<br />TREATED REDWOOD GUARD
<br />POSTS, 2'-6" ABOVE &
<br />2'-6" BELOW GRADE.
<br />rn
<br />m
<br />4" CLEANOUT
<br />CLEAN-OUT SPACING PER
<br />UPC, 100' O.C. MAX.
<br />45' MAX.
<br />GENERAL NOTES - WATER SYSTEM
<br />3" RV SEWER HOOK-UP
<br />EXIST. GROUND
<br />• FINISH GRADE _ T- 9
<br />4" PIPE
<br />MAINLINE SEWER, SIZE,
<br />SLOPE, & FLOW LINE
<br />ELEVATIONS PER SHEET 6-D
<br />TYPICAL ELEVATION IN-LINE
<br />SERVICE & CLEANOUT
<br />NO SCALE
<br />/-MAINLINE SEWER
<br />X135' MIN.
<br />Id-_
<br />2% MIN. SLOPE IF
<br />SERVING ONE LOT ONLY
<br />PLAN -TYPICAL JUNCTION
<br />MAINLINE OR LATERAL
<br />NO SCALE
<br />1. WATER SYSTEM SHALL CONFORM TO THE REQUIREMENTS
<br />OF THE MOBILE HOME PARKS ACT, TITLE 25, ARTICLE 5,
<br />ENTITLED "PLUMBING REQUIREMENTS" AND ARTICLE 6
<br />ENTITLED "FIRE PROTECTION STANDARDS FOR MOBILE
<br />HOME PARKS"
<br />2. WATER SYSTEM INSTALLATION SHALL CONFORM TO THE
<br />REQUIREMENTS OF CHAPTER 4 OF THE COUNTY OF SAN
<br />JOAQUIN IMPROVEMENT STANDARDS AND DRAWINGS. WATER
<br />PIPE MAY BE ANY TYPE APPROVED FOR USE BY THE COUNTY
<br />OF SAN JOAQUIN.
<br />3. SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH
<br />THE UNIFORM PLUMBING CODE, LATEST EDITION, CHAPTER
<br />10, AND APPENDIX A.
<br />4. WATER MAINS 4" DIAMETER AND LARGER SHALL BE CLASS
<br />200, SDR 21 POLYVINYL CHLORIDE PRESSURE PIPE
<br />CONFORMING TO ASTM D-2241.
<br />WATER MAINS 3" AND SMALLER SHALL BE POLYVINYL
<br />CHLORIDE PRESSURE PIPE CONFORMING TO ASTM D-1785,
<br />SCHEDULE 40.
<br />5. FIRE HYDRANTS SHALL BE LONG BEACH 615 OR EQUAL.
<br />6. ALL TRENCHING FOR ALL UTILITIES IN ROADWAYS SHALL
<br />BE COMPACTED TO 95% MINIMUM.
<br />7. MAINTAIN A MINIMUM 12" BETWEEN ALL UTILITIES.
<br />8. ALL SERVICES TO BE CONNECTED IN ACCORDANCE WITH LOCAL
<br />CODE AND/OR UTILITY COMPANIES REQUIREMENTS.
<br />9. ALL VALVE AND FITTING INSTALLATIONS 4" AND LARGER SHALL
<br />BE FLANGED, EXCEPT FOR CONTROL VALVES IN STRAIGHT
<br />RUNS. ALL WATER LINES SHALL HAVE A MINIMUM COVER OF
<br />30" TO FINISHED GRADE. CONCRETE THRUST BLOCKS SHALL
<br />CONFORM TO COUNTY OF SAN JOAQUIN STANDARD DRAWING
<br />W-5.
<br />0
<br />2:1
<br />1 SLOPE EXIST. GROUND
<br />n -HI .��-u-•r - n -u ,
<br />1=Ili=11� 11�=11=1 11=:11:
<br />11=11=11 '11=11�=11� IIS
<br />ILII=U=11 11=11�II�I 11= •
<br />I�II:�I:1111. ' .11.11:11II:I II II
<br />"II=11t==I_I�II= � •
<br />II(=11 11=11= •
<br />212'" AC OVER 6" AB
<br />++t%+1++++++++++++++++++I+++++++++.
<br />/, w .."- -`II SELECT NATIVE BACKFILL,
<br />SELECT NATIVE BACKFILL, uj
<br />95% RELATIVE COMPACTION a 90% RELATIVE COMPACTION
<br />o.......o.. .0. .
<br />°oo°000�nOo°o°oOp00 IMPORTED SAND OR APPROVED
<br />SIZEEVAREIS
<br />'9 0- 000p0000o CLEAN GRANULAR MATERIAL
<br />poo °0000oo FREE OF ALL LUMPS AND
<br />000 ° 0 °00000 DEBRIS, 90% RELATIVE
<br />000000 000000 COMPACTION
<br />SAND
<br />M
<br />i
<br />D+12"
<br />TYPICAL SECTION FOR
<br />SEWER ® ROAD X-ING
<br />w/24" COVER OR LESS
<br />.N0N
<br />SHEET
<br />6 -
<br />OF
<br />N.T.S.
<br />�16r7 I k� l
<br />116,
<br />ELECT NATIVE BACKFILL,
<br />rdJ-
<br />0% RELATIVE COMPACTION O
<br />U
<br />Z
<br />''::.i2":':.:.:.:::.:
<br />.ECTRIC :2
<br />PHONE
<br />0
<br />.
<br />°°. O O°O°OO°O O°°
<br />00
<br />IMPORTED SAND OR ED
<br />oo °
<br />CLEAN GRANULAR MATERIAL
<br />00p000°0000o0°00
<br />0 °°°0000000000
<br />FREE OF ALL LUMPS AND
<br />°0
<br />DEBRIS, 90% RELATIVE
<br />o° ATER °0o°°OppOo
<br />COMPACTION
<br />o VARIES 00°000°°°0°
<br />SAND
<br />M : ,.
<br />QapF ES Sipy-"�
<br />TYPICAL SECTION FOR "RORUMPH
<br />GER y :• RCE 15741
<br />R.V. PARK UTILITY TRENCH °'R""9'
<br />♦ '•, CAVIL
<br />N. T. S. s'q'�OF CWV
<br />ASSOCIATES, INC.
<br />P.O.Box sea
<br />A San Andreas, Ca. 95249
<br />Ph. (209) 754-3588
<br />FRENCH CAMP GOLF & R. V. PARK
<br />GENERAL NOTES & DETAILS R.V. PARK WATER & SEWER
<br />DATE: 95
<br />RCE NO: 12741
<br />EXP. DATE: 3/31/94
<br />DESIGN E INEER
<br />
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