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APN: 0249011700000
17859 MERRILL AVE.
FONTANA CA,
92335-5149
UNDERGROUND SERVICE ALERT (USA)
IT'S THE LAW!
DIAL BEFORE
YOU DIG!
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- - TWO WORKING DAYS Know whars below.
BEFORE YOU DIG Call before you dig.
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'•U APN:O 060000
x `6 APN: 0249011390000 APN: 0249011080000 �' LT 26"00', ECR 8909LAUREL AVE.
• C TC ELEV 1227.9 Ij
. 0017875 MERRILL AVE. I 8912 LAUREL AVE. •° I I 9+33.09 FONTANA CA,
FONTANA CA, FONTANA CA, �' ;'��.: 7 STA:IBCR 92335-5179
N 92335-5149 I 92335-5146 G EX. C I RT 21.98
/ TC ELEV (1227.91)
11 LAUREL AVE SEE SHEET 4
10 19.5' X 14'
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
CURVE TABLE
CURVE
LENGTH
I -O
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TYP. (1)-
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EX. R/W (POWER 0 E) 18 EX. C/GJ BASIN C21
APN: 0249011700000
17859 MERRILL AVE.
FONTANA CA,
92335-5149
UNDERGROUND SERVICE ALERT (USA)
IT'S THE LAW!
DIAL BEFORE
YOU DIG!
�z
CALL AT LEAST •
- - TWO WORKING DAYS Know whars below.
BEFORE YOU DIG Call before you dig.
REV.
In
U
10'(14
q0
NPOLE)
18+00
I
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( 8
.n N249191
'•U APN:O 060000
x `6 APN: 0249011390000 APN: 0249011080000 �' LT 26"00', ECR 8909LAUREL AVE.
• C TC ELEV 1227.9 Ij
. 0017875 MERRILL AVE. I 8912 LAUREL AVE. •° I I 9+33.09 FONTANA CA,
FONTANA CA, FONTANA CA, �' ;'��.: 7 STA:IBCR 92335-5179
N 92335-5149 I 92335-5146 G EX. C I RT 21.98
/ TC ELEV (1227.91)
11 LAUREL AVE SEE SHEET 4
10 19.5' X 14'
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
C1
54.97'
35.00'
89' 59' 15"
35.0'
C2
55.54'
35.00' 1
90. 54' 57"
35.6'
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
150.29'
S89' 25' 09"W
L4
5.00'
N89' 18' 58"W
** SEE SHEETS 8 AND 9 FOR DRIVEWAY
CROSS SECTIONS
CONSTRUCTION NOTES
OREMOVE EXISTING CONCRETE CURB, ASPHALT, CONCRETE FOUNDATION, ASPHALT
CURB, FENCE, WALKWAY, LANDSCAPE, OR WALL
O2 REMOVE TREE AND ROOTS.
3 REMOVAL LIMIT. SAWCUT CONCRETE. ASPHALT, AND OTHER HARDSCAPE SURFACE
AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE
DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING.
OCONSTRUCT CURB RAMP PER CITY OF FONTANA STANDARD PLAN NO. 1004 OVER
5 12" MIN OF 95% COMPACTED NATIVE.
6 CONSTRUCT 8" CURB AND GUTTER OVER 12" MIN OF 959 COMPACTED NATIVE PER
CITY OF FONTANA STANDARD PLAN NO. 1000.
7 CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" MIN OF 95% COMPACTED NATIVE
SUBGRADE PER CITY STD. 401.
8 CONSTRUCT 4" THICK P.C.C. SIDEWALK OVER 12" MIN OF 95% COMPACTED NATIVE
PER CITY OF FONTANA STANDARD PLAN NO. 1006.
10 REMOVE EXISTING AND CONSTRUCT 6" THICK P.C.C. DRIVEWAY TRANSITION OVER
8
12 MIN 95% COMPACTED NATIVE.
11 CONSTRUCT 6" THICK P.C.C. DEPRESSED DRIVEWAY OVER 12" MIN COMPACTED
8
NATIVE PER DETAIL "C", SEE SHEET 2.
12 INSTALL NEW MAIL BOX AND POST.
13 REMOVE MAIL BOX AND POST. (TYP)
GINSTALL CHAIN LINK FENCE PER APWA STANDARD PLAN NO. 600-3.
16 CONSTRUCT WALL AND PILASTERS FINISH AND COLOR TO MATCH EXISTING WALL.
6
WROUGHT IRON FENCE TO BE INSTALLED ON TOP OF WALL TO MATCH EXISTING.
aRELOCATE EXISTING UTILITY. (BY OTHERS)
GADJUST UTILITY TO GRADE.
OGRIND AND OVERLAY EXISTING PAVEMENT WITH 0.10' AC MIN PER DETAIL
20 "A", SEE SHEET 2.
21 PROTECT IN PLACE.
QlkoFESS/pH KOA CoR mrrioN
OVq��Fy PLANNING & ENGINEERING
y ti c�
W 3190 C Shelby Street
cr No. 75793 '° Ontario, California 91764
* EXP. 6/30/16 Tel: (909) 890-9693 Fax: (909) 890-9694
BENCH MARK:B.M. NO. 274 ELEVATION= 1,244.23
slglfOF AUFavLP DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF THE CITY OF FONTANA BENCHMARK NO.
274 BEING A PK NAIL IN THE CURB, BCR, NE CURB RETURN.
Prepared Under The Supervision Of :
DRAWN BY:
DESIGNED BY:
DATE:3/23/16' CHECKED BY:
North
0 20 40
SCALE 1"=20'
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
MERRILL AVENUE SCALE:
AND As Noted
LAUREL AVENUE DATE:
APPR D DRAWING NO.:
DA`FE:- �'9 �� 5449 3
ITY FN(,I FR R F'7 --r' �
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