HomeMy WebLinkAbout3258-31PULL BOX NO. 6 3-DIMENSIONAL VIEW
CONDUIT AS
SHOWN ON PLANS
PULL BOX NO. 6E 3-DIMENSIONAL VIEW
NO. 6E PULL BOX CABLE INSTALLATION DETAIL
N
CONDUIT A
SHOWN ON PLAN
KNOCKOUT HOLE(`.
AS REQUIRED T
ACCOMODATE CONDUIZ
AS SHOWN ON PLAN
101
N
12 -STRAND SMFO
COIL MINIMUM 16 -FEET
CONDUIT AS
SHOWN ON PLANS
&I
PRECAST CONCRETE BOX REINFORCED WITH
GALVANIZED Z -BAR WELDED FRAME
GROUND ROD
SECTION A -A
NO SCALE
6" LONG PVC
NIPPLE
SECTION B -B
NO SCALE
F
112" STEEL PLATE COVER
FLUSH WITH
ROUNDING GRADE
NST
RETE BOX
;AST
NSION BOX
NDUIT AS
OWN ON PLANS
UR PCC IN THE FIELD
OF ROOFING PAPER
)UND
RIAL
ROCK SUMP
AC PAD
IT HOLE(S) AS REQUIRED
MODATE CONDUITS AS
>N PLANS.
PULL BOX NO. 5 3-DIMENSIONAL VIEW
NOTES: (THIS SHEET ONLY)
1. FOR DETAILS NOT SHOWN SEE STD PLAN ES -8.
2. SERVICE CONDUITS APPEAR IN PULL BOXES AS 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 REGARDING HOLD-DOWN BOLTS
FOR TRAFFIC COVERS.
5. CONDUITS SHALL EXTEND INTO THE PULL BOX A
MINIMUM 2" FROM THE INSIDE WALL.
6. MINIMUM 16' SMFO CABLE SLACK IN #6 PULL BOX UNLESS NOTED OTHERWISE.
7. ALL COVERS TO BE INSCRIBED "TRAFFIC".
8. PULL BOX SHALL NOT BE WITHIN THE BOUNDARIES OF NEW OR
EXISTING WHEELCHAIR RAMPS.
9. WHEN 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.
10. ALL COVERS AND BOXES SHALL BE INTERCHANGEABLE WITH CALIFORNIA
STANDARD MALE AND FEMALE GAGES. WHEN INTERCHANGED WITH A STANDARD
MALE OR FEMALE GAGE, THE TOP SURFACES SHALL BE FLUSH WITHIN 1/8 INCH.
TOP OUTSIDE EDGE OF ALL CONCRETE COVERS AND PULL BOXES SHALL HAVE
A 1/4" MIN RADIUS.
11. SLURRY BOTTOM IN NEW PULL BOXES AND EXISTING PULL BOXES TO BE MODIFIED
SHALL CONFORM TO CITY STANDARD 143.
0r --GROUND ROD
KEYED HOLD-
DOWN BOLT
O 0 TRAFFIC 0
LIFT HOLE L
PRECAST CONCRETE BOX REINFORCED WITH
GALVANIZED Z -BAR WELDED FRAME
GROUND ROD
SECTION A -A
NO SCALE
6" LONG PVC
NIPPLE
SECTION B -B
NO SCALE
F
112" STEEL PLATE COVER
FLUSH WITH
ROUNDING GRADE
NST
RETE BOX
;AST
NSION BOX
NDUIT AS
OWN ON PLANS
UR PCC IN THE FIELD
OF ROOFING PAPER
)UND
RIAL
ROCK SUMP
AC PAD
IT HOLE(S) AS REQUIRED
MODATE CONDUITS AS
>N PLANS.
PULL BOX NO. 5 3-DIMENSIONAL VIEW
NOTES: (THIS SHEET ONLY)
1. FOR DETAILS NOT SHOWN SEE STD PLAN ES -8.
2. SERVICE CONDUITS APPEAR IN PULL BOXES AS 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 REGARDING HOLD-DOWN BOLTS
FOR TRAFFIC COVERS.
5. CONDUITS SHALL EXTEND INTO THE PULL BOX A
MINIMUM 2" FROM THE INSIDE WALL.
6. MINIMUM 16' SMFO CABLE SLACK IN #6 PULL BOX UNLESS NOTED OTHERWISE.
7. ALL COVERS TO BE INSCRIBED "TRAFFIC".
8. PULL BOX SHALL NOT BE WITHIN THE BOUNDARIES OF NEW OR
EXISTING WHEELCHAIR RAMPS.
9. WHEN 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.
10. ALL COVERS AND BOXES SHALL BE INTERCHANGEABLE WITH CALIFORNIA
STANDARD MALE AND FEMALE GAGES. WHEN INTERCHANGED WITH A STANDARD
MALE OR FEMALE GAGE, THE TOP SURFACES SHALL BE FLUSH WITHIN 1/8 INCH.
TOP OUTSIDE EDGE OF ALL CONCRETE COVERS AND PULL BOXES SHALL HAVE
A 1/4" MIN RADIUS.
11. SLURRY BOTTOM IN NEW PULL BOXES AND EXISTING PULL BOXES TO BE MODIFIED
SHALL CONFORM TO CITY STANDARD 143.