HomeMy WebLinkAbout3901-11PULL BOX NO. 6 5 -DIMENSIONAL. VIEW
CONDUIT AS
SHOWN ON PLANS
CONDUIT AS
SHOWN ON PLANS
NO. 6E PULL BOX CABLE INSTALLATION DETAIL
0 -,— 6ROUND ROD
KEYED HOLD-
DOHN BOLT
O O TRAFFIC O
I LIFT HOLE
CONDUIT AS
5HOHN ON PLANS
KNOCKOUT HOLE(S)
AS REQUIRED TO
ACCOMODATE CONDUITS
AS SHOWN ON PLANS
3/4" X 8'
(IN EARTH)
GROUND ROD
TOP VIEW
NO SCALE
PRECAST CONCRETE BOX REINFORCED WITH
GALVANIZED Z -BAR WELDED FRAME
REINFORCED 1/2" STEEL PLATE COVER
SECTION B -B
NO SCALE
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TOLL FREE 1-800-221-2600
A PUBLIC SERVICE BY UNDERGRMW SERVICE ALERT
AG PAD
f HOLES) AS REQUIRED
40DATE CONDUITS AS
I PLANS.
PULL BOX NO, 5 5 -DIMENSIONAL VIEW
NOTES: M15 SHEET ONLY)
1. FOR DETAILS NOT SHOWN SEE CALTRAN5 STANARD PLAN E5-6.
2. SERVICE CONDUITS APPEAR IN PULL BOXES A5 SHOWN
ON PLANS.
3. CONDUITS SHOWN ARE FOR EXAMPLE ONLY. ADDITIONAL
CONDUITS MAY BE REQUIRED AS SHOWN ON THE PLAN SHEETS.
4. SEE SPECIAL PROVISIONS RE&ARDIN6 HOLD-DOWN BOLTS
FOR TRAFFIC COVERS.
5. CONDUITS SHALL EXTEND INTO THE PULL BOX A
MINIMUM 2" FROM THE INSIDE WALL.
6. ALL COVERS TO BE INSCRIBED "TRAFFIC".
1. PULL BOX SHALL NOT BE WITHIN THE BOUNDARIES OF NEW OR
EXISTING NHEELGHAIR RAMPS.
8. HHEN PULL BOX IS INSTALLED IN SIDEWALK AREA, THE DEPTH OF THE
PULL BOX SHALL BE ADJUSTED SO THAT THE TOP OF THE BOX IS
FLUSH WITH THE TOP OF SIDEWALK.
Q. ALL COVERS AND BOXES SHALL BE INTERGHANGEABLE WITH CALIFORNIA
STANDARD MALE AND FEMALE 6AOE5. WHEN INTERCHANGED WITH A STANDARD
MALE OR FEMALE GAGE, THE TOP SURFACES SHALL BE FLUSH WITHIN 1/8 INCH.
10. TOP OUTSIDE EDGE OF ALL CONCRETE COVERS AND PULL BOXES SHALL HAVE
A 1/4" MIN RADIUS.
II. SLURRY BOTTOM IN NEW PULL BOXES AND EXISTING PULL BOXES TO BE MODIFIED
SHALL CONFORM TO G I TY STANDARD 143.
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AUTOCAD FILENAME: S:\TRAFFIC\Monne\Citrus.Fiber.Record Drawings\0227s11_RD.dwg
6ALVANIZED Z -BAR
WELDED FRAME
TOP FLUSH WITH
SURROUND I N6 GRADE
/
PRECAST
GONGREI BOX
I" MIN GROUT SLOPED
PRECAST
BOX
OX
DOWN
TO
CENTER DRAIN 4
HOLE
CONDUIT AS
SHOWN ON PLANS
O
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�_ POUR PGG IN THE FIELD
O
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0 0 0 0 0
in
LAYER OF ROOFING PAPER
O O O O O
O
O
eO
O\"_&N
ALL AROUND
�►-GROUTING
MATERIAL
O O O O O
O O
GLEAN CRUSHED ROCK SUMP
2" DIA. 4
6" LONG PVC
SECTION A -A
NIPPLE
NO SCALE
SECTION B -B
NO SCALE
mDT
�HNNMoww�
v0`6ULC
ORKING
EDAYSBEFORE
I6 YOU DIG
TOLL FREE 1-800-221-2600
A PUBLIC SERVICE BY UNDERGRMW SERVICE ALERT
AG PAD
f HOLES) AS REQUIRED
40DATE CONDUITS AS
I PLANS.
PULL BOX NO, 5 5 -DIMENSIONAL VIEW
NOTES: M15 SHEET ONLY)
1. FOR DETAILS NOT SHOWN SEE CALTRAN5 STANARD PLAN E5-6.
2. SERVICE CONDUITS APPEAR IN PULL BOXES A5 SHOWN
ON PLANS.
3. CONDUITS SHOWN ARE FOR EXAMPLE ONLY. ADDITIONAL
CONDUITS MAY BE REQUIRED AS SHOWN ON THE PLAN SHEETS.
4. SEE SPECIAL PROVISIONS RE&ARDIN6 HOLD-DOWN BOLTS
FOR TRAFFIC COVERS.
5. CONDUITS SHALL EXTEND INTO THE PULL BOX A
MINIMUM 2" FROM THE INSIDE WALL.
6. ALL COVERS TO BE INSCRIBED "TRAFFIC".
1. PULL BOX SHALL NOT BE WITHIN THE BOUNDARIES OF NEW OR
EXISTING NHEELGHAIR RAMPS.
8. HHEN PULL BOX IS INSTALLED IN SIDEWALK AREA, THE DEPTH OF THE
PULL BOX SHALL BE ADJUSTED SO THAT THE TOP OF THE BOX IS
FLUSH WITH THE TOP OF SIDEWALK.
Q. ALL COVERS AND BOXES SHALL BE INTERGHANGEABLE WITH CALIFORNIA
STANDARD MALE AND FEMALE 6AOE5. WHEN INTERCHANGED WITH A STANDARD
MALE OR FEMALE GAGE, THE TOP SURFACES SHALL BE FLUSH WITHIN 1/8 INCH.
10. TOP OUTSIDE EDGE OF ALL CONCRETE COVERS AND PULL BOXES SHALL HAVE
A 1/4" MIN RADIUS.
II. SLURRY BOTTOM IN NEW PULL BOXES AND EXISTING PULL BOXES TO BE MODIFIED
SHALL CONFORM TO G I TY STANDARD 143.
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AUTOCAD FILENAME: S:\TRAFFIC\Monne\Citrus.Fiber.Record Drawings\0227s11_RD.dwg