|
J
<br />'ON 133HS 2J3MVJa
<br />:h
<br />The Storm Drain inlet Protection
<br />unit (Catch Basin Filter) is to
<br />remain in place and functioning
<br />from the beginning of the working
<br />days until the end of the project,
<br />PROTECTION FOR
<br />EXISTING DRAINAGE INLET
<br />r--ist, Grade
<br />lct Select Native in
<br />ix. layers to a minimum
<br />compaction of 90%.
<br />are Backfill:
<br />ict in 6" layers
<br />ninimum relative
<br />ction of 90%
<br />STORM DRAIN TRENCH DETAIL
<br />(Cover To Future Subgrade Greater Than 18")
<br />0.25'
<br />Future_
<br />ubgrode
<br />4) -T
<br />a)
<br />L v Z5
<br />> R
<br />00
<br />u
<br />R
<br />3" Min.
<br />Cutback r— Exist. Grade
<br />rr
<br />Min
<br />Compact Select Native in
<br />8" max. layers to a minimum
<br />relative compaction of 90%.
<br />Controlled Density Fill:
<br />Refer to Special Provisions
<br />for Mix Design of CDF,
<br />»
<br />3 Min,
<br />STORM DRAIN TRENCH DETAIL
<br />WITH CDF BACKFILL
<br />�0.25'
<br />Cutback
<br />r;�,�>�i,1i,��i,,�i,,�i,;�i
<br />15"
<br />15"
<br />30"
<br />r.•
<br />Exist, Grade
<br />Compact Select Native in
<br />8" max. layers to a minimum
<br />relative compaction of 90%.
<br />�T
<br />6" PVC PIPE
<br />PUC Sewer Laterals
<br />TRENCH DETAILS FOR
<br />SANITARY SEWER LATERALS
<br />2-#5 HOOPS 12"
<br />SQUARE OR
<br />ROUND COLLAR
<br />6" MIN
<br />------�
<br />I ► I
<br />I I I
<br />-----I--1
<br />J
<br />EXIST. PIPE Q--� NEW PIPE
<br />COLLAR DETAIL
<br />EXISTING INLET
<br />OR MANHOLE
<br />I 2" MAX
<br />I i I
<br />2"
<br />MAX I I I-F 12» BEND EXIST REINF
<br />REMOVE CONC TO I COLLAR & CUT TO FIT
<br />EXPOSE REINF STEEL I
<br />AND PROVIDE OPENING �'-7-a�
<br />MINOR CONC
<br />�' + ' -��• 6" NEW PIPE
<br />(
<br />TRIM FLASH AND I
<br />GROUT SMOOTH I COLLAR SQUARE OR ROUND OPTIONAL
<br />I I 2-#5 HOOPS
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE
<br />cncent (�2i 8/01 /9v t1-26-0S �A 11-18,6 y'� IJ/
<br />FILE NAME DRAWER SHEET NO, ACAD REVISIONS DATE
<br />C !!�q 5 1 E:\Projects\2006\Cardina1 Avenue\Plans\Cardinal Details.dwg
<br />COUNTY OF SAN JOAQUIN
<br />J
<br />-B
<br />U N
<br />C .•—
<br />�� a
<br />Co Ln
<br />Back of Walk
<br />4'x4' Conc. Pad -
<br />f F' H d t
<br />Place 66 L.F. Conc. Curb
<br />(Type A 1-150)
<br />R & D Exist, 63 L.F.
<br />or rre y ran P,C,C. Curb-----..�,
<br />Relocation
<br />%
<br />_ #4 Rebar
<br />1~7 / 12" long I
<br />1 J 6" embedded/
<br />\ with epoxy ,
<br />,
<br />(TYP) �
<br />CURB CONNECTION DETAIL
<br />Sta. 12+41 to Sta. 13+04 (Lt.)
<br />4" P,C,C, over 4" Class 2
<br />Aggregate Base
<br />Conform CAD Back of Walk or
<br />or Edge of Pavement
<br />EP/BOW
<br />L:
<br />a I 1:1
<br />*>
<br />Conform
<br />Exist. Width
<br />12' Min,
<br />TYP E E
<br />Variable depth Asphalt Concrete
<br />over existing paved driveway.
<br />Conform ® E.P.
<br />EP
<br />00 R R
<br />R = Conform to 1 Conform
<br />existing radii
<br />TYP E E
<br />Asphalt Concrete over
<br />shaped and compacted native
<br />.0.33'
<br />Conform ® E,P,
<br />EP
<br />� p
<br />j 1:1
<br />*>
<br />N 1:1
<br />Conform
<br />Exist. Width
<br />12' Min,
<br />TYP
<br />*
<br />No taper required for
<br />Cardinal Avenue Driveways
<br />TYPICAL DRIVEWAYS
<br />NO SCALE
<br />CONSTRUCTION DETAILS
<br />Reflective Sheeting Sign - Reflective Sheeting Sign -
<br />State of California Highway State of California Highway
<br />- Code (SW-42) (30"00") Code (W-57) (24"x48")
<br />I
<br />SIGNS
<br />1, Signs shall be posted on 2" X 2"
<br />0 square perforated steel tubing with ;
<br />o penetrator anchor, S
<br />�j 2, Sign - State of Calif, Hwy, Code
<br />LO 0 (SW-43) shall be posted at curves
<br />when needed.
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />�/0
<br />l °
<br />I 0
<br />N °
<br />°
<br />0
<br />T INTERSECTION SIGN
<br />(post across from intersection)
<br />R <TH
<br />OT A
<br />cD cD OUGH
<br />REETNi„i
<br />0
<br />0
<br />°
<br />0
<br />0
<br />0
<br />3 0
<br />Z 0
<br />0 0 0
<br />0
<br />i� 0
<br />0
<br />0
<br />0
<br />o /0
<br />0
<br />N
<br />0
<br />TYPICAL SIGN
<br />Reflective Sheeting Sign
<br />State of California Highway
<br />Code (W53) (24" X 24")
<br />or as required by S.J. Co,
<br />Public Works Dept.
<br />Sign Support System (Typ.):
<br />0
<br />0 i
<br />0
<br />0
<br />0
<br />Reflective Sheeting Sign - 0 0
<br />State of California Highway °
<br />Code (Type N-Y) (24" X 24") 0
<br />0
<br />0
<br />NW",0
<br />0
<br />o (O
<br />0
<br />N
<br />0
<br />o
<br />0
<br />LANE REDUCTION
<br />SIGNING
<br />2" X 2 quare Perforated Steel
<br />Tubing w Penetrator Anchor
<br />(Contact: S.J. County Traffic Maintenance
<br />Division (209) 468-3088 for approved
<br />list of vendors)
<br />1. Center the lane reduction sign
<br />behind Type "A" barricade
<br />(barricade to be placed on a
<br />skew with Type N-Y signs
<br />attached),
<br />2, Place Class 1 flexible post
<br />delineators (Col Trans A73C) at a
<br />10 : 1 taper preceding the
<br />Type A barricade (minimum of
<br />5 delineators).
<br />3. Pavement lane reduction arrows,
<br />4. W 11, transition sign.
<br />Ir• � � �, � ! j t
<br />COf'f+9CtL -� �'Y
<br />Al y .,sing -'l-!r4 Drawhg Should Verify
<br />TR A FPI r qI (,NJ �i information By inspecting The Site Of Work
<br />DRIVEWAYS (TYPE F)
<br />Station
<br />Street Side
<br />Existing
<br />Driveway
<br />Width
<br />Conform
<br />Length
<br />Left
<br />Right
<br />CARDINAL. AVENUE
<br />08+55
<br />x
<br />Concrete
<br />25'
<br />2'
<br />22+00
<br />x
<br />Concrete
<br />24'
<br />2'
<br />29+40
<br />x
<br />Concrete
<br />30'
<br />4'
<br />40+77
<br />x
<br />Concrete
<br />18'
<br />14'
<br />41+30
<br />x
<br />Concrete
<br />1 18'
<br />10'
<br />ARDELLE AVENUE
<br />11+06 x Concrete 25 8'
<br />MARSH STREET
<br />11+40
<br />x
<br />Concrete
<br />25'
<br />8'
<br />HOHART AVENUE
<br />09+13
<br />x I
<br />Concrete
<br />12'
<br />8'
<br />DRIVEWAYS (TYPE D) - CARDINAL AVENUE
<br />Stti
<br />aon
<br />Street Side
<br />Existing
<br />Driveway
<br />Width
<br />Conform
<br />Length
<br />Left
<br />Right
<br />01+50
<br />x
<br />Gravel
<br />40'
<br />-- - --
<br />12
<br />2'
<br />_ --- --- -
<br />4'
<br />- -
<br />06+80
<br />---
<br />x
<br />-----
<br />----- ----
<br />A. C.
<br />08+05
<br />x
<br />Rock
<br />20'
<br />2'
<br />08+35
<br />x
<br />Rock
<br />12'
<br />4'
<br />10+91
<br />x
<br />A. C.
<br />38'
<br />6'
<br />11+52
<br />x
<br />A. C.
<br />18,
<br />4'
<br />12+26
<br />x
<br />A. C.
<br />20'
<br />4'
<br />13114
<br />x
<br />A. C.
<br />22
<br />4'
<br />13+50
<br />x
<br />A. C.
<br />75'
<br />2'
<br />13+63
<br />x
<br />Gravel
<br />33
<br />6'
<br />13+93
<br />x
<br />A. C.
<br />12
<br />4'
<br />1 5+ 16
<br />x
<br />A. C.
<br />_
<br />18'
<br />8'
<br />15+88
<br />x
<br />Gravel
<br />18'
<br />6'
<br />16+50
<br />x
<br />A. C.
<br />18'
<br />8'
<br />161 61
<br />x
<br />A. C.
<br />18'
<br />8'
<br />17+01
<br />x
<br />A. C.
<br />75'
<br />6'
<br />17+19
<br />x
<br />A. C.
<br />22
<br />8'
<br />17+49
<br />x
<br />Gravel
<br />22
<br />8'
<br />19133
<br />x
<br />A. C.
<br />15'
<br />4'
<br />19+91
<br />x
<br />A. C.
<br />48'
<br />4'
<br />20+02
<br />x
<br />A. C.
<br />18'
<br />2'
<br />22+27
<br />x
<br />A. C.
<br />33' —
<br />2'
<br />22+91
<br />x
<br />Gravel
<br />27'
<br />6'
<br />24+15
<br />x
<br />A. C.
<br />18,
<br />2'
<br />24+21
<br />x
<br />A. C.
<br />24'
<br />2'
<br />24+31
<br />x
<br />Native
<br />12'
<br />4'
<br />24+74 1
<br />1
<br />x I
<br />A. C. 1
<br />19' 1
<br />4'
<br />24+97 1
<br />x
<br />A. C.
<br />15,
<br />4___]
<br />26+15
<br />x
<br />Gravel
<br />15,
<br />2'
<br />Sti
<br />taon
<br />Street Side
<br />Existing
<br />Driveway
<br />Width
<br />Conform
<br />Length
<br />Left
<br />Right
<br />26172
<br />26180
<br />x
<br />x
<br />A C.
<br />Gravel
<br />12
<br />15'
<br />6
<br />4'
<br />27 f 04
<br />x
<br />A. C.
<br />15
<br />4'
<br />27 r 37
<br />x
<br />A. C.
<br />20'
<br />6'
<br />27+39
<br />27+65
<br />x
<br />x
<br />A. C.
<br />18'
<br />4'
<br />Gravel
<br />18,
<br />2'
<br />27 r 76
<br />x
<br />A. C.
<br />12
<br />4'
<br />27196
<br />x
<br />Grave 1
<br />25
<br />4'
<br />28+46
<br />x
<br />Gravel
<br />21
<br />8'
<br />28+52
<br />x
<br />A. C.
<br />12
<br />4'
<br />30+04
<br />x�
<br />A. C.
<br />18
<br />4'
<br />301 15
<br />x
<br />A. C.
<br />14'
<br />4'
<br />32+06
<br />x
<br />Gravel
<br />30,
<br />2'
<br />32+17
<br />x
<br />A. C.
<br />18,
<br />4'
<br />32132
<br />x
<br />Gravel
<br />12
<br />4'
<br />32+65
<br />x
<br />Gravel
<br />24
<br />4'
<br />33+00
<br />x
<br />Gravel
<br />12
<br />4'
<br />33+00
<br />x
<br />Gravel
<br />18
<br />4'
<br />33+21
<br />x
<br />Native
<br />12
<br />6'
<br />34+37
<br />x
<br />A. C.
<br />10'
<br />8'
<br />34+95
<br />A. C.
<br />33'
<br />8'
<br />37+35
<br />—.-----x
<br />x
<br />Gravel
<br />53
<br />_
<br />4'
<br />38136
<br />x
<br />Gravel
<br />15
<br />8'
<br />39+21
<br />x
<br />Native
<br />12
<br />8'
<br />39+82
<br />4 0 + 0 0---- �
<br />x
<br />x
<br />Gravel
<br />22
<br />6'
<br />Gravel
<br />20'
<br />10'
<br />4009
<br />x
<br />A. C.
<br />18,
<br />2'
<br />42f07
<br />x
<br />A. C.
<br />15'
<br />8'
<br />42+48
<br />x
<br />A. C.
<br />15'
<br />8'
<br />CARDINAL AVENUE IMPROVEMENTS
<br />(Main Street to Weber Avenue)
<br />SHEET TOTAL
<br />NO. SHEETS
<br />26 31
<br />
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