|
Z
<br />f
<br />N
<br />INLET
<br />6' MIN.
<br />Z
<br />GAL -TRANS TYPE E; -x-
<br />J -
<br />PRECAST CONCRETE
<br />FLARED END SECTION
<br />AS PER THE DETAIL 3:1 MAX. PLACE RIPRAP COBBLE5 18" THICK, 2.0' EACH
<br />ON SHEET 3. � SIDE OF THE INLET PIPE A5 SHOWN TO B.0'
<br />BEYOND THE INLET. RIPRAP GOBBLE5 SHALL CONFORM
<br />TO GAL TRANS SPECIFICATIONS, SECTION 72,
<br />FAGIN6 CLASS, METHOD B PLACEMENT SLOPE
<br />PROTECTION
<br />PLAN
<br />3.7
<br />X INLET
<br />CONCRETE BASE AS PER
<br />THE FLARED END SECTION,
<br />A5 SHOWN ON SHEET 3.
<br />GAL TRANS TYPE B PRECAST
<br />CONCRETE FLARED END SECTION
<br />PLACE RIPRAP COBBLES 18" THICK
<br />r 2.0' EACH SIDE OF THE INLET PIPE
<br />AS SHOWN TO 8.0' BEYOND THE
<br />INLET.
<br />SECT I ON
<br />LAKE SIDE SLOPE
<br />LAKE I NLET VE7A I L
<br />SCALE 1"=2'
<br />CONSTRUCT PGG
<br />CUTOFF HALL WI
<br />_ I
<br />I
<br />Q q I I
<br />LU
<br />PLAN
<br />TON6VE END ON INLET SECTION
<br />6RXVE EW ON OUTLET SECTION
<br />G D
<br />F7
<br />CONSTRUCT PGG
<br />CUTOFF WALL
<br />8"
<br />SECTION A
<br />END VIEW
<br />MINIMUM DIMENSIONS
<br />PIPE
<br />DIA
<br />A
<br />B
<br />G
<br />D
<br />E
<br />SLOPE
<br />12"
<br />4"
<br />104"
<br />ELECTRIC
<br />24"
<br />24"
<br />THOMAS SAMANIE60 PH. (209) 942-1793
<br />18"
<br />9"
<br />2-4"
<br />27
<br />36"
<br />24„
<br />q4i"
<br />2�„
<br />43.1„
<br />-46„
<br />EXT. 238
<br />STREET L16HTIN6 - PACIFIC 6AS AND ELECTRIC CO.
<br />ATTN.:
<br />N� V
<br />W j
<br />CATCH BASIN
<br />0 �/0.70'
<br />5.0
<br />30"
<br />12"
<br />13J4 "
<br />54"
<br />60"
<br />36 "
<br />15 "
<br />3-1
<br />63 "
<br />72 "
<br />S
<br />SANITARY SEWER
<br />EP
<br />K Q
<br />Z
<br />(S)
<br />SOUTH
<br />_
<br />42"
<br />21"
<br />4-ir"
<br />63"
<br />78"
<br />SDMH
<br />STORM DRAIN MAINTENANCE HOLE
<br />FH
<br />FIRE HYDRANT
<br />5N5
<br />48"
<br />24"
<br />4$"
<br />STA.
<br />12"
<br />84"
<br />N
<br />54"
<br />27"
<br />5.k"
<br />b5"
<br />g2„
<br />PRECAST CONCRETE
<br />FLAREV ENV SECTION VETA I L
<br />NO SCALE
<br />FINISH 6RADE
<br />SUB6RADE
<br />Q NEW STREET BASE SHALL BE MOISTURE
<br />IY - - - - - - CONDITIONED AND COMPACTED PURSUANT
<br />TO THE STATE SPECIFICATION, 45%
<br />MINIMUM RELATIVE COMPACTION.
<br />45S MINIMUM
<br />RELATIVE COMPACTION
<br />0.19.
<br />2
<br />OPTIONAL STEPPED OR 5LOPIN6
<br />TRENCH WALL.
<br />MATERIAL SHALL BE COMPACTED
<br />KITH MECHANICAL EQUIPMENT,
<br />ANY METHOD, TO A MINIMUM OF
<br />90% RELATIVE COMPACTION.
<br />INITIAL BACKFILL HAND TAMP OR
<br />�MEGHANICAL TAMPIN6 AT 60 MAXIMUM
<br />LIFTS. PLACE ALL EMEVMgT MATERIALS
<br />TO A MINIMUM OF 40% RELATIVE
<br />COMPACTION.
<br />HAUNGHIN6 - HAND TAMP AT SIDES
<br />AND UNDER PIPE AT 6' MAX. LIFTS.
<br />BEDDING SEE NOTE NO. 3 BELOW.
<br />NOTES
<br />1. ALL EMBEDhENT MATERIALS SHALL CONFORM TO C.LA55 I, 11 OR III SOIL
<br />CLASSIFICATIONS AS DESIGNATED IN ASTM D-2321.
<br />CLASS I: ANGULAR 4 TO 1i' 6RADED STONE, INCLUDIN6 A NUMBER OF FILL
<br />MATERIALS THAT HAVE RE6IONAL 516NIFICANCE SUCH AS CORAL, SLAG,
<br />CINDERS, CRUSHED STONE OR CRUSHED SHELLS.
<br />CLASS 11: COARSE SANDS AND 6RAVELS MITH MAXIMUM PARTICLE SIZE OF
<br />1�', INCLUDING VARIOUSLY 6RADED SANDS AND 6RAVELS CONTAINING SMALL
<br />PERCBNTA6E5 OF FINES, 6H•IERALLY 6RANULAR AND NON -COHESIVE, EITHER WET
<br />OR DRY. SOILS TYPES 604, 6P, SH AND SP ARE INCLUDED IN THIS GLASS.
<br />GLASS III: FINE SAND AND CLAY 6RAVEL5, INCLUDING FINE SANDS, SAND -CLAY
<br />MIXTURES, AND 6RAVEL-CLAY MIXTURES. SOIL TYPES 6M, 6G, 54 AND SG ARE
<br />INCLUDED IN THIS GLASS. GLASS III MATERIALS SHALL NOT BE USED IN
<br />EMBEDMENT ZONE OF PIPELINES THAT ARE 6REATER THAN 14' OF COVER TO
<br />THE PROPOSED FINISH 6RADE.
<br />2. SELECTED NATIVE MATERIALS CONFORMING TO CLASS 1, 11, OR III MAY BE
<br />USED IN ALL E'BEDMBNT ZONES. NATIVE MATERIAL SHALL BE FREE OF ORGANIC
<br />MATERIAL, STONES OR LUMPS EXGEEDIN6 3' IN 6REATEST DIMENSION.
<br />3. ANY AREA AT THE BOTTOM OF THE T;2EI4GH DETERMINED TO BE UNSUITABLE BY
<br />THE 6EOTEYWICAL EN6INEER SHALL BE REMOVED AND REPLACID WITH 6' OF
<br />CLASS I, 11 OR III MATERIALS AT CIS% MINIMUM RELATIVE COMPACTION. IN
<br />A CASE WHERE THE TRENCH BOTTOM IS UNSTABLE, THE BOTTOM AREA SHALL BE
<br />REMOVED AND REPLACED WITH GLASS 1, II OR III MATERIALS TO A DEPTH
<br />DETERMINED BY THE 6E0TEGHNICAL ENGINEER.
<br />4.-ETTIN6 WILL NOT BE ALLO•ED IN THE EMBEDMENT ZONES. COMPACTION OF
<br />EMBEDMENT MATERIALS SHALL CONSIST OF HAND TAMPIN6 AND/OR 115"NIGAL
<br />TAMPING.
<br />P. V. G. SANITARY SEWER
<br />TRENCH SECT I ON
<br />NO SCALE
<br />ABSf3REYl AT 1 ON/
<br />UTILITY CONTACTS
<br />SANITARY
<br />SEWER - OAK40012 LAKE HATER DISTRICT
<br />ATTN.:
<br />MIKE 6ILTON PH. (20cf) 634-6920
<br />DOMESTIC
<br />WATER - OAKHOOD LAKE WATER DISTRICT
<br />ATTN.:
<br />MIKE 6I LTON PH. (20q) 634-6920
<br />STORM DRAINA6E - OAKWOOD LAKE WATER DISTRICT
<br />ATTN.:
<br />MIKE 6I LTOIN PH. (20q) 634-6920
<br />ELECTRIC
<br />- PACIFIC 6A5 AND ELECTRIC COMPANY
<br />ATTIC:
<br />THOMAS SAMANIE60 PH. (209) 942-1793
<br />6AS - PACIFIC 6AS AND ELECTRIC COMPANY
<br />ATTN.:
<br />THOMAS SAMANIE60 PH. (209) 942-1793
<br />TELEPHONE - VERIZON COMMUNICATIONS
<br />ATTN.:
<br />KATHY STROUT PH. (204) 239-0346
<br />GABLE TELEVISION - COMCAST
<br />ATTN.:
<br />MELANIE HERNANDEZ PH. (204) 474-1747
<br />BO
<br />EXT. 238
<br />STREET L16HTIN6 - PACIFIC 6AS AND ELECTRIC CO.
<br />ATTN.:
<br />THOMAS 5AHANIE60 PH. (204) 942-1793
<br />SECT I ONS �1c ala yti ��
<br />r• r -r•• 1
<br />• - r , mr
<br />A. 0. AND A. B.
<br />AS PER PLAN.
<br />1"x 2"x 18" STAKES
<br />AT 6. O' O. G. , MAX.
<br />NAIL 5TAKE5 TO THE
<br />HEADERBOARP WITH 2
<br />12d NAILS EACH.
<br />2" X 4"
<br />HAM01"'PERSOAR17
<br />SCALE I"=1'
<br />0 �V U{�/��1 J
<br />t
<br />�
<br />57T NAME
<br />50'
<br />60'
<br />POINT OF CONCAVE CURVE
<br />4-} "
<br />D.O.
<br />6.
<br />ART.
<br />7 ,
<br />q,
<br />A.G./A. B.
<br />T.I.
<br />"R'
<br />ZOA6L 1 DRIVE
<br />STA. 20+69.66 TO STA. 56+3q. 66
<br />4 PT.
<br />AN6LE POINT
<br />4.5'
<br />(5)
<br />0
<br />0
<br />BE6INNIN6 OF CURVE
<br />PVC
<br />0.2CJ'
<br />/0.70'
<br />5.0
<br />20
<br />G I CCARELL I COURT
<br />PUBLIC UTILITY EASEMENT
<br />BO
<br />4.5'
<br />R
<br />RESISTENGE
<br />GB
<br />CATCH BASIN
<br />0 �/0.70'
<br />5.0
<br />20
<br />RECORD DRAWING
<br />Corrections By _
<br />No Changes By
<br />Date 7l12-/2co8
<br />Any Person Using This Drawing Should Verify
<br />All information By inspecting The Site Of Work
<br />AB
<br />A66RE6ATE BASE
<br />PCG
<br />POINT OF CONCAVE CURVE
<br />AG
<br />ASPHALT CONCRETE
<br />PP
<br />POKER POLE
<br />ARV
<br />AIR RELIEF VALVE
<br />PRG
<br />POINT OF REVERSE CURVE
<br />4 PT.
<br />AN6LE POINT
<br />PROP.
<br />PROPOSED
<br />BG
<br />BE6INNIN6 OF CURVE
<br />PVC
<br />POLYVINYL CHLORIDE
<br />BMP
<br />BE5T MANA6EMENT PRACTICES
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />BO
<br />BLOWOFF
<br />R
<br />RESISTENGE
<br />GB
<br />CATCH BASIN
<br />RCP
<br />REINFORCED CONCRETE PIPE
<br />¢
<br />CENTERLINE
<br />RP
<br />RADIUS POINT
<br />(E)
<br />EAST
<br />RIA
<br />RI6HT-OF-WAY
<br />EC
<br />END OF CURVE
<br />S
<br />SANITARY SEWER
<br />EP
<br />E96E OF PAVEMENT
<br />(S)
<br />SOUTH
<br />EVA
<br />EMER6EN6Y VEHICLE ACCESS
<br />5D
<br />STORM DRAIN
<br />EX
<br />EXISTIN6
<br />SDMH
<br />STORM DRAIN MAINTENANCE HOLE
<br />FH
<br />FIRE HYDRANT
<br />5N5
<br />STREET NAME 5I6N
<br />FL, f
<br />FLOHL.I NE
<br />STA.
<br />STATION
<br />6B
<br />6RADE BREAK
<br />5W
<br />SIDEWALK
<br />H5L
<br />HYDRAULIC 6RADE LINE
<br />TG
<br />TOP OF CURB
<br />HP
<br />HIGH POINT
<br />TEMP
<br />TEMPORARY
<br />INV
<br />INVERT
<br />TI
<br />TRAFFIC INDEX
<br />L. F.
<br />LINEAR FEET
<br />TYP
<br />TYPICAL
<br />MH
<br />MAINTENANCE HOLE
<br />H
<br />HATER
<br />( N)
<br />NORTH
<br />(N)
<br />NEST
<br />E
<br />PROPERTY LINE
<br />R -VALUE NOTE
<br />R -VALUE TESTING SHALL BE PERFORMED ON SU86RADE AFTER THE ROUGH
<br />6RADIN6 HAS BEEN COMPLETED, TO VERIFY THE EXACT R -VALUES TO BE
<br />USED FOR THE FINAL ASPHALTIC PAVEMENT DE5I6N5. THE CONTRACTOR
<br />SHALL NORK CLOSELY WITH THE SOILS ENGINEER TO DETERMINE THE
<br />EXTENT5 OF THE 6RADIN6 WORK REQUIRED IN AREAS DEEMED UNACCEPTABLE
<br />BY THE SOILS EN6INEER. ALL FINAL DE -516N-5 AND SOLUTIONS SHALL BE
<br />APPROVED BY 5AN JOAQUIN COUNTY PRIOR TO PLACIN6 THE A66RE6ATE
<br />BASE ROCK.
<br />JE
<br />I'.�6' S'•G'
<br />2-
<br />16'-0•
<br />161-0'
<br />25.,0•
<br />16101 5"4. I'�6•
<br />I6 O'
<br />2',,0'
<br />I'•o' 4'�6'
<br />4-" ROLL CURB, 6UTTER �- PAVE USING ASPHALT CONCRETE
<br />AND SIDEWALK AS PER AND A66RE6ATE BASE AS PER
<br />THE COUNTY STANDARDS THE STREET SECTION CHART
<br />DRAWING NO. GH -66.
<br />TYPICAL STREET SECTION
<br />CICCARELLI COURT
<br />SCALE: i"=10'
<br />W, ..0.
<br />21'--0'
<br />I'^O'
<br />61^0• 4'�O' 11'.•0'
<br />BIKE
<br />LAW
<br />xT'•Vo'
<br />21'-0'
<br />i I '-O• 4'.•O' 61"0.
<br />BIKE
<br />LNE
<br />5_02
<br />NOTE: INSTALL 6"
<br />VERTICAL CURB HITH
<br />NO SIDEWALK ON
<br />ZOA6LI DRIVE FROM
<br />STA. 20+69.66 TO
<br />5TA. 55+34.66.
<br />41" ROLL CURB, 6UIIER �- PAVE U51N6 ASPHALT CONCRETE
<br />AND SIDEWALK AS PER AND A66RE6ATE BASE A5 PER
<br />THE COUNTY STANDARDS THE STREET SECTION CHART
<br />DRAWING NO. GW -C6.
<br />TYPICAL STREET SECTION
<br />ZOA6L I V R I \/,#.`�
<br />SCALE: I"=10'
<br />m
<br />z
<br />0
<br />a
<br />U
<br />Ln
<br />w
<br />0
<br />w
<br />a
<br />0
<br />z
<br />0
<br />RYAN CARREL, R.C.E. 61619
<br />DANIEL ENGLAND, R.C.E. 49026
<br />DAVE SKIDMORE, L.S. 7126
<br />No.61619
<br />Exp. 6-3G-07
<br />DRAWN BY: J. 5. H.
<br />DATE: AUG. &, 2005
<br />SCALE: NOTED
<br />DWG: 246F-CVR
<br />CHECKED: KH
<br />JOB n 296F-04
<br />SHEET
<br />OF ��
<br />•Ln
<br />:.
<br />00
<br />WZ
<br />Cvii
<br />M
<br />wwwQ
<br />7
<br />LU n Lo
<br />r
<br />V
<br />a
<br />Z
<br />. C
<br />>-
<br />8 OW
<br />v
<br />Woz
<br />.2)
<br />= 6COD,
<br />OW
<br />U M
<br />w M
<br />Z
<br />�'
<br />F-�m
<br />;
<br />ry Q
<br />W
<br />V)
<br />_
<br />a
<br />RYAN CARREL, R.C.E. 61619
<br />DANIEL ENGLAND, R.C.E. 49026
<br />DAVE SKIDMORE, L.S. 7126
<br />No.61619
<br />Exp. 6-3G-07
<br />DRAWN BY: J. 5. H.
<br />DATE: AUG. &, 2005
<br />SCALE: NOTED
<br />DWG: 246F-CVR
<br />CHECKED: KH
<br />JOB n 296F-04
<br />SHEET
<br />OF ��
<br />
|