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16+00 17+00 18+00
PROFILE SCALE
VERT: 1 in = 3 ft
HORZ: 1 in = 30 ft
LAUREL AVENUE
DRIVEWAY
SEE SHEET 2
0 15
30 60
9G
RETURN DATA:
L w
R=5.50' 1
W o
i ii I I I f� LJ'EJ
�f77
CURB RETURN DATA:
SCALE: 1"=30'
L=8.64'
D= 90'00'00 ” s
z a
. p- 0 10+83.57
I III E I 69.28T 69.43TC%68.51 FL 1
I I C
R=35.00'
'
L=55.02
1
T=5.50'
® o ��
I III
88
I u I€ I 81FC W=7', V=1.42 En
I 1€ I
�= 90'04 '25 ”
ARROW
BOULEVARD
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EX. GUTTER'
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=10+00 LAUREL AVENUE I I I 1 <e
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SQ SAW-CUT LINE
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" £OG£ OF PAVING
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----------------------IG
_C_UR_B1GUTTER---_-
�-
--
RIGHT OF WAY
Ii�.--------------------------------`�_
EX. SIDEWALK
---------
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---------
I
--� -----------------------
RIGHT OF WAY
CONSTRUCTION NOTES®
II
O
CONSTRUCT DRIVEWAY PER CITY STD. NO, 1002, W=AS SHOWN ON PLAN
Q
CONSTRUCT 8" P.C.C. CURB AND GUTTER PER CITY STD. NO. 1000
5
SAW-CUT, REMOVE AND DISPOSE EXISTING A.C. PAVING PER LAP JOIN DETAIL
6
EXTEND EXISTING DRAIN PER DETAIL ON SHEET 2
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. NO, 1003
RELOCATE EXISTING STREET SIGN
REMOVE EXISTING POWER POLE AND UNDERGROUND FACILITIES PER SCE STANDARDS
BENCH MARK: CITY BM #
516
0
11
INSTALL STREET LIGHT (PER STREET LIGHT PLAN)
CONSTRUCT 5' LONG TRANSITION STRUCTURE PER
DESCRIPTION: PK NAIL AT ECR
BLVD.
NW COR OF LAUREL AVENUE AND ARROW BASIS OF BEARINGS IS THE CENTERLINE OF ARROW ROUTE
BEING N89°5931 'E, PER RECORD OF SURVEY 77, PAGE 16
APWA STD. NO, 342-2
12
RELOCATE EXISTING ELECTRICAL PULLBOX
LtEV' -
CUP 07-014,
TTM 06-009
REMOVE AND DISPOSE EXISTING A.C. BERM
UNDERGROUND SERVICE
ALERT
REV. REVISION
DESCRIPTION
DATE
ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT
Prepared Under The Supervision Of:
CITY OF FONTANA, CALIFORNIA
®
1�5
CONSTRUCT 6.5" A.C. MIN. OVER 12" MIN. OF 959• COMPACTED NATIVE SUBGRADE.
I
CONSTRUCT 6 WIDE P.C.C. SIDEWALK PER CITY STD. N0, 1006
o °�
r
COMMENCE
WITHIN TWO YEARS OF
THE DATE OF
APPROVAL
PROFESS/�N�!
o � c
cRPOQuNz
HP ENGINEERING,
STREET IMPROVEMENT PLAN
�" CALL:TOLL
q
FREE
�=
1465 CRESTVIEW ROAD DRAWN BY:
SCALE:
1
CONSTRUCT DISCHARGE STRUCTURE PER CITY STD. NO. 3000 W=4'
'
-800
SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER,
No. 37037 m
REDLANDS, CA. 92374 cADD
TRACT MAP 18061
As SHOWN
1
CONSTRUCT CURB OPENING CATCH BASIN PER CITY STANDARD NO. 3004
227-2600
THE CITY
ENGINEER MAY REQUIRE
REVISIONS TO
THE PLANS TO
a A
(909) 335-8239, FAX (909) 335-9940
8
GRIND 0.15° (MIN.) AND A.C. OVERLY 0.15' (MIN.)
* Exp.-30-t6 *
DESIGNED BY:
HCP
LAUREL AV NUE ND ARROW BOULEVARD
DATE:
9
ADJUST TO GRADE EXISTING SEWER MANHOLETWO
TO BRING
THEM INTO CONFORMANCE
WITH CONDITIONS
AND
S>t c l v 1 �P
6/29/15
0
CONSTRUCT LOCAL DEPRESSION PER CITY STANDARD NO. 3003, CASE C.
WORKING DAYS BEFORE
YOU DIG
STANDARDS IN EFFECT.
'AGF C&X`
DATE: d LCHECKED BY:
HCP
AP ROV D BY
e* �Qe /�
DRAWING N0. 3
V
HENRY C. PO Z, R.C.E. 37037
1152DAT
I ENGINEER R.C.E. 51152 DAT
5367 4