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FONTANA AUTOMALL
ROUGH GRADING PLAN
AND INTERIM DETENTION BASIN /_o.9,nel Grade
IN THE CITY OF FONTANA
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E�E 0.5'
R=0.5" 54.0'
SCALE 1 = 1 of � R=0.5"
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SECTION F- F
SCALE 1"=10'
SECTION G- G
SCALE 1'1=10'
DISCLAIMER
10.0''
TOP OF DETENTION BASI
These documents have been prepared for o specific project and shall neither be altered nor
reused for any other purpose. Also, these documents do not represent as -built conditions. If
these documents are altered intentionally or unintentionally, or reused without the design
engineer's written approval, it will be at the sole risk and responsibility of the user. The act of
altering or reusing is construed as indemnifying and holding the design engineering firm and its
employees harmless from oil claims, damages, and expenses. including attorney fess, arising out
of such Oct.
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THE EXISTENCE. AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES OR STRUCTURES SHOWN ON THESE PIANS WERE OBTAINED
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NOT TO SCALE
RIPRAP LINED EMERGENCY SPILLWAY
THICKNESS = 1.5'
EXISTING
MINI -STORAGE
BUILDING
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AND SPLASHPAD DETAIL
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THE EXISTENCE. AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES OR STRUCTURES SHOWN ON THESE PIANS WERE OBTAINED
_.- __ _ -. - _-_- _- _.._
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2.0%
Benches- Required into Stable Material
1'0" Min. �'" '� if Natural Slope Exceed 1:5 (Vertical
to Horizontal)
•Min. T
20 yp,
BENCHING DETA1,L
N. T. S.
FOR SLOPE ON WEST SIDE OF -CITRUS
6.0' 6.0' 28.71'
125'
SECTION H- H
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SCALE 1 " = 10'
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2.OX
0.5'
4.7
31.79'
1.73%-
101.
A
E
o 5' WI
RETE MEDIAN
0.5' 0.5' 0.5' 0.5' 11
0.5'
19.24' 9.50' 24.00' 5.0' 24.00' 9.0' 31.76'
0 0 125'
SPLASHPAD
0
0 ,SECTION 1� I
PLAN VIEW SCALE 1 "=10'
2:1 SLOPE -RIPRAP LINED EMERGENCY SPILLWAY
ABBREVIATION LIST
THICKNESS s 1.5' TC - TOP OF CURB ELEVATION
o FS - FINISHED SURFACE ELEVATION
`n o o � FL - FLOWLINE ELEVATION
Pli 0 0 00 FG - FINISHED GRADE
O N N o FF - FINISHED FLOOR
ov4 0 R/W - RIGHT OF WAY
WD 0 BW - BACK OF WALK
0 0 0 o AC - ASPHALT CEMENT
0 00 0 0 000-0 0 0 0 0 AB - ASPHALT BASE'
00 00 0 000 00 0 ° o° o GB - GRADE BREAK �cDe��Fu/I�Nq�
o ° CB - CATCH BASIN �� \d ?a S/f���y�
- CENTERLINE
5.0 CL - CHAIN LINK
TG - TOP OF GRATE °� No. 32180 A TRANS NO, XX- X -X- N- MC- ��XXX
9.0 INV - INVERT ELEVATION ♦c Exp * �' L
CMP - CORRUGATED METAL PIPE �� CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
SECTION A -A RCP - REINFORCED CONCRETE PIPE Jl,9/ C/Vll � RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
LO
O
EMERGENCY SPILLWAY
V�
OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
AND SPLASHPAD DETAIL
PRIVATE ENGINEERS NOTE:
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE
-__ __. _.__ -. - __. -__. ..._ __-__'__' -' _- -"_ '"__'_
THE EXISTENCE. AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES OR STRUCTURES SHOWN ON THESE PIANS WERE OBTAINED
_.- __ _ -. - _-_- _- _.._
PERSONS AND PROPERTY; THAT
CONTINUOUSLY AND NOT BE
AND THAT THE CONTRACTOR
TUC n TUC CAI!`IAICCD
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4.
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6.0' 6.0' 28.71'
125'
SECTION H- H
00
co
0
SCALE 1 " = 10'
fv--
00
rl
00
0
li
00
d
CA
0
LO LO0 o vUJ
r r
2.OX
0.5'
4.7
31.79'
1.73%-
101.
A
E
o 5' WI
RETE MEDIAN
0.5' 0.5' 0.5' 0.5' 11
0.5'
19.24' 9.50' 24.00' 5.0' 24.00' 9.0' 31.76'
0 0 125'
SPLASHPAD
0
0 ,SECTION 1� I
PLAN VIEW SCALE 1 "=10'
2:1 SLOPE -RIPRAP LINED EMERGENCY SPILLWAY
ABBREVIATION LIST
THICKNESS s 1.5' TC - TOP OF CURB ELEVATION
o FS - FINISHED SURFACE ELEVATION
`n o o � FL - FLOWLINE ELEVATION
Pli 0 0 00 FG - FINISHED GRADE
O N N o FF - FINISHED FLOOR
ov4 0 R/W - RIGHT OF WAY
WD 0 BW - BACK OF WALK
0 0 0 o AC - ASPHALT CEMENT
0 00 0 0 000-0 0 0 0 0 AB - ASPHALT BASE'
00 00 0 000 00 0 ° o° o GB - GRADE BREAK �cDe��Fu/I�Nq�
o ° CB - CATCH BASIN �� \d ?a S/f���y�
- CENTERLINE
5.0 CL - CHAIN LINK
TG - TOP OF GRATE °� No. 32180 A TRANS NO, XX- X -X- N- MC- ��XXX
9.0 INV - INVERT ELEVATION ♦c Exp * �' L
CMP - CORRUGATED METAL PIPE �� CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
SECTION A -A RCP - REINFORCED CONCRETE PIPE Jl,9/ C/Vll � RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
LO
O
EMERGENCY SPILLWAY
V�
OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
AND SPLASHPAD DETAIL
PRIVATE ENGINEERS NOTE:
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE
-__ __. _.__ -. - __. -__. ..._ __-__'__' -' _- -"_ '"__'_
THE EXISTENCE. AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES OR STRUCTURES SHOWN ON THESE PIANS WERE OBTAINED
_.- __ _ -. - _-_- _- _.._
PERSONS AND PROPERTY; THAT
CONTINUOUSLY AND NOT BE
AND THAT THE CONTRACTOR
TUC n TUC CAI!`IAICCD
THIS REQUIREMENT SHALL APPLY
LIMITED TO NORMAL WORKING HOURS;
SHALL DEFEND, INDEMNIFY AND HOLD
AAlfl TUC' !`IN !1C Cl1AITA\I• IJAD\II CC
FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR WN
HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION
NOTTO SCALE CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE ON THE MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
' Q FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE CAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN OWNER, THE ENGINEER Oil THE CITY.
PLANS FOR APPROVAL BY THE CITY. AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN.
BENCHMARK: p REv. REV" DESWTIM D►� MW CITY DAI PR�PAM UNC THE SUPIRISION OP CITY OF FON TANA, CALIFORNIA
O
SHOULD CONSTRUCTION Of THE REWIRED IMPROVEMENTS NOT
ASL Consulting Engineers ve. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �►� n FONTANA AUTOMALL
PK NAIL IN LEAD 6.46' WEST OF NORTHERLY SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, K.L. AS SHOWN
CURB RETURN NORTHWEST CORNER: OF INTERSECTION 34e WEST HOSPITALITY LAME. SM DIAL TWO VORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ROUGH GRADING PLAN pA�;
OF CITRUS AVENUE AND SAN BERNARDINO AVENUE, SAN BERNARDINO. CA 9240e
CITY OF FONTANA DATUM. ELEVATION = 1136.67 (�) 3M-� FAX (�) 3IM-4176 BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `,, K.L.\ R. E. CROSS SECTIONS AND DETAILS 12/8/1999
YOU DIG STANDARDS IN EFFECT. ""'`'� �► l! t atm �,
Tots FREE 1-800-227-2600 RONALD P. SHELDON R.C.E. 1321814 / DRAtNNC Na: 2
A PUBLIC SERVICE lY UNDERGROUND SERVICE ALERT ICY REGISTRATION EXPIRES 12-31-2000 J.M.\ R. S. 2803 7
I GINER.C.E. 251 DA