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Lift hole
Hold-down DOItIlz
Pull box reinforced
with galvanized
Z -bar welded frame --.
Reinforced 12 mm Min steel
plate cover, galvanized after
fabrication, See Note 4. -
Galvanized Z -bar
welded frame
Pull box
Bonding jumper, 4• r:
See No 5
+PCC Jf •o',
rte_ -------x--, —r
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TOP VIEW
13 mm length Top flush
lsleeve nut (( with
with brass I finished
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DIMENSION TABLE
.CONCRETE BOX NON -PCC BOX CONCRETE OR NON -PCC COVERS
BULL '80X. Minimum * Minimum Depth Box WO LO. M(nimum ** Minimum Depth Box L ** W ** R' Edge Edge
_Thickness and Extension (mm) (mm) Thickness and Extension (mm) (mm) ;(mm) Thickness Tape
No. 3 25 mm I No Extension 1 260 1 510 1 8 mm No Isio 1 390 1 260 1 30 1 45 mm 1 3 mn
No. 5 25 mm 560 mm 460 710 _ 8 M_.- _ _510 mm _ J.590_ _ 350 32 _ 5p mm_ 3 mfl
No. 6.... 40 mm 600 mm 580 910 10 mm 510 mm 780 450- 32 50 mm 1 3 mo
* Excluafng conduit web ** top dimension
SYa:+ N CVIfr.NN9 JI R6. x::Ci.'.'. M
arls aivi: rw! le resY.v:ei>:Pb lw �Ir. ae'.a.^
7, gaf M ;1w ralf ans ivpli s'.> po
V' * Excluding conduit web ** Top dimension
150 Min
of l around \ e
- 80 Min f\, Clean crushed .
of I around I •e /-Grounding
rock sump
Orcin hole'�/-Grounding bushing NOTES ON PULL BOXES
SECTION A- A 1. Traffic pull box shall be provided with steel cover and special concrete 9)"TOS POWER" TOS power.
footing. Steel cover Shall have embossed non-skid pattern.
No. 3(/2(T)' NO. 5(T) AND tG) "TDC POWER" telephone demarcation cabinet power.
2. Steel reinforcing shall be as regularly used in the standard products of
No. 6(T) TRAFFIC PULL BOX the respective manufacturer. 11) "CCTV" Closed circuit television circuits.
3. Top of pull boxes shall be flush with surrounding grade or top of adjacent 12) "TMS" Traffic monitoring station circuits.
LO curb, except that in unpaved areas where pull box is not immediately
adjacent to and protected by aconcrete foundation, pole or other 13) "CMS" Changeable message sign circuits.
t protective construction, the box shall ploewith Its t3mm above
t' surrounding grade. Where practicable, pull boxxess shown in the vicinity of 74) "NAR" Highway advisory radio circuits.
R— See Note 2 - curbs shall be placed adjacent to the back of curb, and pull boxes shown
adjacent to standards shall be placed on side of foundation facing away 5. Bonding jumper for metal covers shall be 1 In long, minimum.
from traffic, unless otherwise noted. When pull box is installed In
�P = ? sidewalk area, the depth of the pull box shall be adjusted so that the 6" The nominal dimensions of the opening in which the cover sets shall be
II +I top of the pull box is flush with the sidewalk. the some as the cover dimensions except the length and width
p dimensions shop be 3 mm greater.
s u "•P �� ;/ s 4. Pull box covers shall be marked as follows: "SERVICE" Service circuits
u�o \ between service point and service disconnect; "SPRINKLER -CONTROL" 7. Covers and boxes shall De interchangeable with California standard mole
Sprinkler cOntr01 Circuits, 50 V or less;'CALTRANS" On at pull boxes, and female gages. When interchanged with o standard mole or female
except pull boxes marked SPRINKLER -CONTROL"; and TELEPHONE" .gage, the top surfaces sFtall be flush within 3 mm.. Top outside edge of
70 mm p brass - - - Telephone service. concrete covers and pull boxes shall have a 6 mm minimum radius.
or stainless steel `— Letters to be 25 Min I
stud bolts, nuts Le to Max high. a) No. 3V2 pull box. S. Pull box shall not be installed within the boundaries of new or existing
and washers. Lift holes curb romps.
See Note 4.
2 per box, Recess � i) "SIGNAL" Traffic signal circuits with or without street or sign
in cover with nut. -1' lighting circuits. 9. Pull boxes for electroliers, post and signal standards shall be located
TOP VIEW ± 1.5 in from the station of the adjacent electrolier, post or signal
Bonding jumper
2) "ST LIGHTING" Street or sign lighting circuits where voltage standard. Pull boxes shall be placed adjacent to bock of curb or
is under 600 V. edge Grounding bushing of shoulder except where this is Impractical, a box may be
20 Max Lipp I Grade (See Note 3) N 5 6 9 r9A If 72 Min ,/r placed in another suitable protected and accessible location.
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DIMENSION
TABLE
Grout or sign lighting circuits.
CONCRETE BOX
Secure ponding jumper 2) "STREET LIGHTING" Street or sign fighting circuits where
to grounding bushings
NON -PCC BOX
CONCRETE OR NON -PCC COVERS
PULL BOX
Minimum *
Minimum Depth Boxf
WO LO W1 L7
Minimum ** Minimum Depth Box
L ** W **
R Edge Edgl
Thickness
1 and Extension
`(mm) mm) (mm) (mm)
Thickness and Extension
(mm) (mm)
(mm) Thickness Tape
lo. 3' (T)
40 mm
300 mm
430 ± 25 530 ± 370 ± 270 ± 25
Does Not Apply
510
No. 5(T)
No 6(T)
45 mm
50 mm
300 mm
1 300 mm 1760
a ± 25 750 ± 1480 t 1330 ± 25
* 25 900 ± 1600 f 1430 * 25
1 Does Not Apply
1 Does Not A 1
690 ± 410 ±
840 * 510 t
0 t3 mm Non1
0 13 mm Nonu
V' * Excluding conduit web ** Top dimension
150 Min
of l around \ e
- 80 Min f\, Clean crushed .
of I around I •e /-Grounding
rock sump
Orcin hole'�/-Grounding bushing NOTES ON PULL BOXES
SECTION A- A 1. Traffic pull box shall be provided with steel cover and special concrete 9)"TOS POWER" TOS power.
footing. Steel cover Shall have embossed non-skid pattern.
No. 3(/2(T)' NO. 5(T) AND tG) "TDC POWER" telephone demarcation cabinet power.
2. Steel reinforcing shall be as regularly used in the standard products of
No. 6(T) TRAFFIC PULL BOX the respective manufacturer. 11) "CCTV" Closed circuit television circuits.
3. Top of pull boxes shall be flush with surrounding grade or top of adjacent 12) "TMS" Traffic monitoring station circuits.
LO curb, except that in unpaved areas where pull box is not immediately
adjacent to and protected by aconcrete foundation, pole or other 13) "CMS" Changeable message sign circuits.
t protective construction, the box shall ploewith Its t3mm above
t' surrounding grade. Where practicable, pull boxxess shown in the vicinity of 74) "NAR" Highway advisory radio circuits.
R— See Note 2 - curbs shall be placed adjacent to the back of curb, and pull boxes shown
adjacent to standards shall be placed on side of foundation facing away 5. Bonding jumper for metal covers shall be 1 In long, minimum.
from traffic, unless otherwise noted. When pull box is installed In
�P = ? sidewalk area, the depth of the pull box shall be adjusted so that the 6" The nominal dimensions of the opening in which the cover sets shall be
II +I top of the pull box is flush with the sidewalk. the some as the cover dimensions except the length and width
p dimensions shop be 3 mm greater.
s u "•P �� ;/ s 4. Pull box covers shall be marked as follows: "SERVICE" Service circuits
u�o \ between service point and service disconnect; "SPRINKLER -CONTROL" 7. Covers and boxes shall De interchangeable with California standard mole
Sprinkler cOntr01 Circuits, 50 V or less;'CALTRANS" On at pull boxes, and female gages. When interchanged with o standard mole or female
except pull boxes marked SPRINKLER -CONTROL"; and TELEPHONE" .gage, the top surfaces sFtall be flush within 3 mm.. Top outside edge of
70 mm p brass - - - Telephone service. concrete covers and pull boxes shall have a 6 mm minimum radius.
or stainless steel `— Letters to be 25 Min I
stud bolts, nuts Le to Max high. a) No. 3V2 pull box. S. Pull box shall not be installed within the boundaries of new or existing
and washers. Lift holes curb romps.
See Note 4.
2 per box, Recess � i) "SIGNAL" Traffic signal circuits with or without street or sign
in cover with nut. -1' lighting circuits. 9. Pull boxes for electroliers, post and signal standards shall be located
TOP VIEW ± 1.5 in from the station of the adjacent electrolier, post or signal
Bonding jumper
2) "ST LIGHTING" Street or sign lighting circuits where voltage standard. Pull boxes shall be placed adjacent to bock of curb or
is under 600 V. edge Grounding bushing of shoulder except where this is Impractical, a box may be
20 Max Lipp I Grade (See Note 3) N 5 6 9 r9A If 72 Min ,/r placed in another suitable protected and accessible location.
b)
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
u�..u��� uwci sR u� lul
HE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS -83), ZONE 5, EPOCH 1992.88, BETWEEN
AN BERNARDINO COUNTY SURVEYOR'S GPS STATIONS 21128 AND 21289, BEING GRID AZIMUTH OF
03'45'29ID. GRID VALUES WERE HELD FOR ALL POINTS, HOLDING SAN BERNARDING COUNTY GPS
DINT 21128 AS THE POINT OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS.
ONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-29) BASED ON SAN BERNARDINO
NTY GPS POINT 21129 FOR VERTICAL CONTROL, ELEVATION = 1319.336 AND
FLED TO MATCH SAN BERNARDINO COUNTY BENCHMARK 478 (ELEV. 1275.152) PER
OF FONTANA CIVIC CENTER PARK - PHASE 1.
pF ESS %
A
No. 64286 M
rn
Exp. 6/30/09
\�9r„ CIV
1131 W. SIXTH STREET, SUITE 350, ONTARIO, CA. 91762
PHONE: (909) 933-5225 FAX: (909) 933-5228
Prepared Under The Supervision Of :
EF NAFTALI
n n
Date
"
NO SCALE
4 ,
�.._._........
MIT
ST
SCALE
` 1' 1 D PLAN
PER
I DESIGNED BY: DATE:
3/30/09
.C�4 DRAWING
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See Note 2 t) "TRAFFIC SIGNAL" Traffic signal circuits with or without street
Grout or sign lighting circuits.
Secure ponding jumper 2) "STREET LIGHTING" Street or sign fighting circuits where
to grounding bushings
i . voltage is under 600 V.
�.�• 3) "STREET LIGHTING -HIGH VOLTAGE" Street or sign lighting
Extension - _ Seal around conduit circuits where voltage is above 600 V.
with mortar
RE +- � • - �•- Extension when box houses 4) "IRRIGATION" Circuits to irrigation controller 120 V or more. STATE OF CALIFORNIA
transformer, ballast, or DEPARTMENT OF TRANSPORTATION
when specified 5)"RAMP METER" Romp meter circuits.
_
/�
`Clean crushed rock sump ,ELECTRICAL SYSTEMS
Ground i _ 6) "COUNT STATION" Count or speed monitor circuits.
clamp —-=.f_ Grounding electrode when specified or (PULL B O X DETAILS)
"COMMUNICATION"
Drain hole-' when box houses transformer 7) Communication circuits.
SECTION B -B - 8) "TOS COMMUNICATIONS" TOS communications line NO SCALE
INSTALLATION DETAILS ALL DIMENSIONS ARE IN
MILLIMETERS UNLESS OTHERWISE SHOWN
1
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
u�..u��� uwci sR u� lul
HE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS -83), ZONE 5, EPOCH 1992.88, BETWEEN
AN BERNARDINO COUNTY SURVEYOR'S GPS STATIONS 21128 AND 21289, BEING GRID AZIMUTH OF
03'45'29ID. GRID VALUES WERE HELD FOR ALL POINTS, HOLDING SAN BERNARDING COUNTY GPS
DINT 21128 AS THE POINT OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS.
ONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-29) BASED ON SAN BERNARDINO
NTY GPS POINT 21129 FOR VERTICAL CONTROL, ELEVATION = 1319.336 AND
FLED TO MATCH SAN BERNARDINO COUNTY BENCHMARK 478 (ELEV. 1275.152) PER
OF FONTANA CIVIC CENTER PARK - PHASE 1.
pF ESS %
A
No. 64286 M
rn
Exp. 6/30/09
\�9r„ CIV
1131 W. SIXTH STREET, SUITE 350, ONTARIO, CA. 91762
PHONE: (909) 933-5225 FAX: (909) 933-5228
Prepared Under The Supervision Of :
EF NAFTALI
n n
Date
"
NO SCALE
4 ,
�.._._........
MIT
ST
SCALE
` 1' 1 D PLAN
PER
I DESIGNED BY: DATE:
3/30/09
.C�4 DRAWING
w.
_011
f
J
i
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51152 Dv