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<br />ROAD, 3" ASPHALT CONCRETE
<br />ON 11BASE--\ CLASS 2 AGGREGATE OIL & SCREENINGS
<br />11" CLASS 2 AGGREGATE BASE
<br />3'_ 12' 3'
<br />10-
<br />SHOULDER ROAD SHOULDER TRANSFORMER FDT'N.,
<br />\ - �` V 29 ES MIN SHOULDER W/ 14" CLASS 2 SEE DWG. No. E9
<br />i \ AGGREGATE BASE & OIL & 108.3 T
<br />_ SCREENINGS SURFACE OIL & SCREEN'GS. 108.5 T CONC.
<br />/
<br />S=2% MIN. VARIES 2% S=2% MIN.
<br />5=2� - - -
<br />MIN. \ —- —r
<br />VAR\ES 1-7 _ \ \ \---------
<br />M,N/\ \ / SUBBASE, 95% RELATIVE
<br />O_M/ COMPACTION 1', TVP.
<br />4 SIDES
<br />SUBBASE, 95% RELATIVE FDT'N.
<br />COMPACTION
<br />TYP. PAVEMENT U.N. TYP. SURFACE ® TRANSFORMER
<br />SECTION SECTION
<br />1 = 5'-0"
<br />C3 1,. = 5'-0" C3
<br />3'
<br />SHOULDER
<br />VARIES
<br />16'
<br />ROAD
<br />- MIN.
<br />PAV'T., BASE & SUBBASE,
<br />SEE SECTION 'A'
<br />16' ROADS
<br />SECTION
<br />1" = 5'-0" C3
<br />PAV'T., BASE & SUBBASE,
<br />SEE SECTION 'A'
<br />3' o
<br />SHOULDER
<br />w
<br />S=2% MIN.
<br />3'
<br />SHOULDER
<br />VARIES
<br />3'
<br />--SHOULDER-
<br />S=1%
<br />HOULDERS=1% MIN.
<br />PAV'T., BASE & SUBBASE,
<br />SEE SECTION 'A'
<br />SECTIO
<br />1" = 5'-0" C3
<br />CURB
<br />/ #4 ® 18" 0. C.
<br />#4 CONTIUOUS, T&B-
<br />CONCRETE, 3,000 P.S.I. ® 28 DAYS
<br />TYP. CURB U.N.
<br />SECTIO
<br />1" = 5'-0" C3
<br />94'
<br />82'
<br />ACCESS RD.
<br />�- 32'_______j
<br />OIL & SCREENINGS ON 14"
<br />CLASS 2 AGG. BASE /
<br />�--- PAV'T., BASE & SUBBASE,
<br />SEE SECTION 'A' i
<br />PAV'T. © ENTRANCE AREA
<br />SECTION rE
<br />1" = 5'-0" C3
<br />G�
<br />FENCE, WHERE SHOWN ON PLAN, II
<br />FOR DET'S. SEE DWG. No. C6
<br />II
<br />II
<br />II
<br />S=2% MIN.
<br />SUBBASE, 95% RELATIVE
<br />COMPACTION
<br />r- 17" CLASS 2 AGGREGATE BASE
<br />TVP. ROCK SURFACE @ MAINTENANCE YARD
<br />��-- SECTION Al
<br />CONCRETE, 3,000 P.S.I. ® 28 DAYS, 1" - 5'-0' C3
<br />W/ROUGH GROOMED FINISH
<br />PAV'T., BASE & SUBBASE, _7\ LENGTH & WIDTH SHALL BE AS
<br />SEE SECTION 'A' SHOWN ON DWG. No. C3
<br />rn
<br />III
<br />SUBBASE, 95% RELATIVE #5 ® 12" 0. C., E.W.
<br />COMPACTION
<br />1/2" RAD.,
<br />TYP. ® TOP
<br />CONCRETE CROSSING
<br />SECTION H
<br />1" = 5'-0" C3
<br />CAST IRON TRAFFIC
<br />FRAME & GRATE (FOR
<br />RIM EL. SEE
<br />DWG. C2) -
<br />ROAD, FOR PAV'T.
<br />_ - --
<br />SEE SECTION 'A'
<br />N
<br />1'-8"
<br />(SECTION 'D')
<br />W
<br />1
<br />a
<br />1'-6"
<br />(SECTION 'J')
<br />yj
<br />SERVICE CLAMP, PLACE ®
<br />HIGHEST ELEVATIONS OF PIPES
<br />DISCHARGE
<br />-
<br />c�
<br />ISSUED FOR CONSTRUCTION
<br />w
<br />o
<br />6" MIN.
<br />Q
<br />W
<br />TYP.
<br />>
<br />Z
<br />TVP. AIR VALVE
<br />DATE OF ISSUE DWN BYL_LDD CHK By -_W• -DECKER
<br />FU -1_99J— DES BY L. TODD_ APP BY__ W. DECKER
<br />J
<br />CL
<br />o
<br />DETAIL
<br />W
<br />W
<br />M
<br />2" CHECK VALVE, STD.
<br />N
<br />N
<br />D
<br />M
<br />O
<br />2 AGGREGATE BASE
<br />N.T.S. C4 2"
<br />UNION, STD., GALV'D. --
<br />W
<br />N
<br />TYP. PAV'T. & CURB ® PARKING LOT
<br />d
<br />J
<br />a
<br />a
<br />SEE DWG. No. S4
<br />1 FROM D I
<br />z
<br />24" REINFORCED CONC. PIPE,
<br />CLASS II
<br />3"
<br />CUT & BREAK OUT TOP OF
<br />SMOOTH TROWEL FINISH, T`
<br />ALL AROUND OPENING
<br />FINISHED GRADE
<br />a
<br />—GROUT ALL JOINTS
<br />/ 8" x 86" LG. STD. GALV'D. PIPE
<br />0
<br />FLOW LINE INVERT
<br />o .. (FOR INV. EL. SEE DWG. C2)
<br />.o. .o
<br />to
<br />M 9" MIN. �—CONCRETE
<br />TYP.
<br />TYP. DROP INLET
<br />DETAIL TYP.5
<br />N.T.S. C2 PLACES
<br />15# MIN ROOFING
<br />FELT, TYPICAL
<br />1 Fir
<br />O
<br />� z x
<br />N
<br />^I I2'-0" I Z
<br />MIN. _ 1.-0"
<br />MIN.
<br />CLASS 2 AGGREGATE BASE
<br />_ SLOPE AWAY _
<br />FROM BOX,_TYP.
<br />- -
<br />3/4" CORP. STOP W/
<br />W/ADAPTER FOR 3/4"
<br />POLYETHYLENE PIPE
<br />0
<br />I Q
<br />N4 M
<br />1 _
<br />J
<br />4" PVC PERFORATED
<br />PIPE, TYPICAL
<br />MIN.
<br />METER BOX, CONFORM TO
<br />COUNTY STD.
<br />CONCRETE BACKFILL
<br />------NATIVE SOIL
<br />BACKFILL, TYP.
<br />LEACH FIELD
<br />SECTION
<br />N.T.S. C4
<br />48" REINFORCED CONCRETE
<br />T_ - -- PIPE, CLASS II (SINGLE LENGTH)
<br />___3/4" AIR RELEASE
<br />VALVE, SEE DWG. M1
<br />FINISHED GRADE, -
<br />SEE DWG. No. C2
<br />- 4" DP. PEA GRAVEL ^
<br />3'
<br />SHOULDER
<br />DRAINAGE BASIN (SEE 'EMCON'
<br />PROJ. No. 939-02.25)
<br />>i
<br />0
<br />5"
<br />I
<br />I
<br />I
<br />\\--3/4" POLYETHYLENE
<br />PIPE
<br />2
<br />I
<br />I
<br />I
<br />i
<br />1'-8"
<br />(SECTION 'D')
<br />1
<br />3/18/91
<br />1'-6"
<br />(SECTION 'J')
<br />yj
<br />SERVICE CLAMP, PLACE ®
<br />HIGHEST ELEVATIONS OF PIPES
<br />DISCHARGE
<br />-
<br />2/2/91
<br />ISSUED FOR CONSTRUCTION
<br />LGT LGT
<br />WD
<br />WD
<br />REV
<br />DATE
<br />CURB DETAIL
<br />DWN BY DES BY
<br />RELATIVE
<br />TVP. AIR VALVE
<br />DATE OF ISSUE DWN BYL_LDD CHK By -_W• -DECKER
<br />FU -1_99J— DES BY L. TODD_ APP BY__ W. DECKER
<br />COM ACTION5%
<br />-1/4" = 1'-0"
<br />DETAIL
<br />2" CHECK VALVE, STD.
<br />PARKING LOT,
<br />2 1/2" ASPHALT CONCRETE
<br />ON 6" CLASS
<br />2 AGGREGATE BASE
<br />N.T.S. C4 2"
<br />UNION, STD., GALV'D. --
<br />TYP. PAV'T. & CURB ® PARKING LOT
<br />BLD'G. FDT'N./LOADING D_GCK, �
<br />SEE DWG. No. S4
<br />1 FROM D I
<br />3'
<br />SHOULDER
<br />DRAINAGE BASIN (SEE 'EMCON'
<br />PROJ. No. 939-02.25)
<br />>i
<br />FILL PIPE W/CONCRETE
<br />in
<br />I
<br />I
<br />REFLECTOR TAPE, 2" WIDE,
<br />TYPICAL 2 PLACES
<br />I
<br />I
<br />I
<br />I 1-4
<br />I
<br />I
<br />i�
<br />1'-6"0
<br />8" BUMPER POST
<br />DETAIL TYP.43
<br />N.T.S. C3 PLACES
<br />2
<br />AG
<br />2
<br />1" TO 2 1/2" DRAIN
<br />ROCK, TYPICAL
<br />co
<br />COVER, 1 4" CHECKERED STEEL R
<br />PLATE W1 1/4"0 FINGER 0
<br />HOLES, GALV. AFTER FABRICATION
<br />(FOR RIM EL. SEE DWG. C2)
<br />SECTION112-
<br />, II "
<br />1 /2" PREMOLDED EXPANSION
<br />r
<br />N.T.S. C3 JOINT, ASPHALTIC IMPREGNATED
<br />O
<br />UNAUTHORIZED CHANGES, USES AND TIME EFFECTS: EMCON will not be responsible or liable for unauthorized changes to or uses of this plan/drawing. Any change to this
<br />plan/drawing must be documented in writing and requires approval by EMCON. This plan/drawing reflects the regulatory requirements or concurrence in effect at the time of its issuance_
<br />5 �
<br />0
<br />5"
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />N
<br />�
<br />2
<br />I
<br />I
<br />I
<br />i
<br />FILL PIPE W/CONCRETE
<br />in
<br />I
<br />I
<br />REFLECTOR TAPE, 2" WIDE,
<br />TYPICAL 2 PLACES
<br />I
<br />I
<br />I
<br />I 1-4
<br />I
<br />I
<br />i�
<br />1'-6"0
<br />8" BUMPER POST
<br />DETAIL TYP.43
<br />N.T.S. C3 PLACES
<br />2
<br />AG
<br />2
<br />1" TO 2 1/2" DRAIN
<br />ROCK, TYPICAL
<br />co
<br />COVER, 1 4" CHECKERED STEEL R
<br />PLATE W1 1/4"0 FINGER 0
<br />HOLES, GALV. AFTER FABRICATION
<br />(FOR RIM EL. SEE DWG. C2)
<br />SECTION112-
<br />, II "
<br />1 /2" PREMOLDED EXPANSION
<br />r
<br />N.T.S. C3 JOINT, ASPHALTIC IMPREGNATED
<br />O
<br />UNAUTHORIZED CHANGES, USES AND TIME EFFECTS: EMCON will not be responsible or liable for unauthorized changes to or uses of this plan/drawing. Any change to this
<br />plan/drawing must be documented in writing and requires approval by EMCON. This plan/drawing reflects the regulatory requirements or concurrence in effect at the time of its issuance_
<br />5 �
<br />POWER CABLE, FURNISHED
<br />W/PUMP, FOR EXACT
<br />CONDUIT SIZE & LOCATION
<br />SEE DWG. No. E2
<br />2" ELBOW, 90', STD. GALV'D.
<br />-2" PIPE, STD., GALV'D.
<br />CONCRETE, 3,000 P.S.I. ® 28 DAYS
<br />W/BROOMED FINISH BOTTOM OF SUMP _ o
<br />SEE DWG. No. C2 - -------------------- a.
<br />6" D.I. PIPE CLASS 51,
<br />SHOULDER, BASE & SUBBASE,
<br />SEE SECTION 'A' TYP. U.N. o
<br />I i
<br />S=1% MIN. _ 5=0.3% MIN. rn
<br />S=2% MIN • -- ---- - I
<br />#4 ® 12 O.C., E.W.
<br />r.
<br />CLASS 2 AGGREGATE BASE------, #5 ® 12" O.C., E.W.
<br />CONCRETE APRON
<br />SECTION
<br />N.T.S. C3
<br />I
<br />I°
<br />I
<br />I
<br />I
<br />I
<br />N
<br />�
<br />POWER CABLE, FURNISHED
<br />W/PUMP, FOR EXACT
<br />CONDUIT SIZE & LOCATION
<br />SEE DWG. No. E2
<br />2" ELBOW, 90', STD. GALV'D.
<br />-2" PIPE, STD., GALV'D.
<br />CONCRETE, 3,000 P.S.I. ® 28 DAYS
<br />W/BROOMED FINISH BOTTOM OF SUMP _ o
<br />SEE DWG. No. C2 - -------------------- a.
<br />6" D.I. PIPE CLASS 51,
<br />SHOULDER, BASE & SUBBASE,
<br />SEE SECTION 'A' TYP. U.N. o
<br />I i
<br />S=1% MIN. _ 5=0.3% MIN. rn
<br />S=2% MIN • -- ---- - I
<br />#4 ® 12 O.C., E.W.
<br />r.
<br />CLASS 2 AGGREGATE BASE------, #5 ® 12" O.C., E.W.
<br />CONCRETE APRON
<br />SECTION
<br />N.T.S. C3
<br />XIX\`
<br />I I
<br />GROUT PENETRATIONS, 6" MIN.,
<br />CUT & BEND RCP REINFORCING
<br />OUTWARD, TYPICAL -
<br />ELEVATION VIEW
<br />TYP. LIFT STA.
<br />�I-FROM _D_ -1_
<br />-INVERT (FOR INV.
<br />EL. SEE DWG. C2
<br />SUMP PUMP, SEE SPECS.
<br />CONCRETE
<br />NOTE:
<br />FOR ADDITIONAL PIPES
<br />INTO LIFT STA. SEE
<br />DWG'S. No. S2 & S3
<br />DETAIL TYP. 2
<br />N.T.S. C2 PLACES
<br />SAN JOAQUIN COUNTY
<br />NORTH COUNTY SANITARY LANDFILL
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />CIVIL SECTIONS & DETAILS
<br />DRAWING NO.
<br />C5
<br />PROJECT NO.
<br />939-02.43
<br />RECORD DRAWING
<br />2
<br />3/26/92
<br />RECORD DRAWING -PER CONTRACTOR
<br />1
<br />3/18/91
<br />PLAN CHECK 3/12/91
<br />yj
<br />0
<br />2/2/91
<br />ISSUED FOR CONSTRUCTION
<br />LGT LGT
<br />WD
<br />WD
<br />REV
<br />DATE
<br />DESCRIPTION
<br />DWN BY DES BY
<br />CHK BY
<br />APP B
<br />DATE OF ISSUE DWN BYL_LDD CHK By -_W• -DECKER
<br />FU -1_99J— DES BY L. TODD_ APP BY__ W. DECKER
<br />XIX\`
<br />I I
<br />GROUT PENETRATIONS, 6" MIN.,
<br />CUT & BEND RCP REINFORCING
<br />OUTWARD, TYPICAL -
<br />ELEVATION VIEW
<br />TYP. LIFT STA.
<br />�I-FROM _D_ -1_
<br />-INVERT (FOR INV.
<br />EL. SEE DWG. C2
<br />SUMP PUMP, SEE SPECS.
<br />CONCRETE
<br />NOTE:
<br />FOR ADDITIONAL PIPES
<br />INTO LIFT STA. SEE
<br />DWG'S. No. S2 & S3
<br />DETAIL TYP. 2
<br />N.T.S. C2 PLACES
<br />SAN JOAQUIN COUNTY
<br />NORTH COUNTY SANITARY LANDFILL
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />CIVIL SECTIONS & DETAILS
<br />DRAWING NO.
<br />C5
<br />PROJECT NO.
<br />939-02.43
<br />RECORD DRAWING
<br />
|