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FL5LT=6 14 6 5" IFS
CA TCH BASIN No. A2
LOCAL DEPRESSION CASE B TOLEDO WA Y
SCALE: 1 " = 10' SEE SHEET 2
- �� i { 1-
-,, ISI
PROP. R/W I
10+00.00 PAMPLONA STREE
=10+00.00 TOLEDO WAY
34
CONS TRUC T/ON NOTES
1� CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32).
-2
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD.
PLAN NO. 1003.
�— CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
7� CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005,
W=16' UNLESS OTHERWISE SHOWN ON THE PLAN.
CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1
ON SHEET 6.
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 130.
10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139.
11 INSTALL STREET LIGHT, 5,800 LUMEN HPSV PER CITY STD.
NO. 1016.
tk1 g��
CA TCH BASIN No. A3
LOCAL DEPRESSION CASE B
SCALE. 1" = 10'
I
CURVE TABLE
CURVE DEL TA RADIUS LENGTH TANGENT
C1 10'00'02" 112.00 19.55 9.80
C2 10 00'02" 112.00 19.55 9.80
TOL. FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
LINE TABLE
LINE BEARING LENGTH
L 1 N 79 4256 "E 42.36'
L2 N 8076'59"W 42.36'
PAMPLONA STREET
10 1 /41� V
c�
CA TCH BASIN No. A4
LOCAL DEPRESSION CASE A
SCALE: 1" = 10'
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONS TRUC TION 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 CONDITIONS AND STANDARDS IN EFFECT.
,5c09 -D D/e4WIN6 c
MADRID WAY
SEE SHEET 5
BENCH MARK. # 8-17 BASIS OF BEARINGS:
CALTRANS BENCHMARK –17. A T
BRASS CAP IN THE CO HE CENTERLINE OF CITRUS AVENUE CRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER AS SHOWN ON RECORD OF SURVEY
343' NORTH OF HIGHLAND, 0.2 M/ NEST 35/9 TAKEN AS N 01 '10'30'° W. WAS
OF SAN SEVA/NE RD., 2.65 M/ WEST USED, AS THE BASIS OF BEARINGS
OF SIERRA AVE I FOR THIS MAP.
A 1428.609
no
IMEME
IMENEI
amomm
W= 14
CATCH BASIN No. A5
C,L IN 1. ---
19+14.00
--19+14.00 PAMPLONA STREET
10+00.00 MADRID WAY
PIR
SCALE: 1" = 10'
A
RECORD DRAWING-
THECF- OF -!-,t" D�+`.�,6P, i VG HAVE BF'Ei' ..r -PARED, IN
PART, C, = bra- : RN,10K' < ; .y711 FD AND
FIJF' - t(' GINEc?. _L NOT SE
RES"-,' _.w�F > PJNY ERRORS OR OMISSIONS WHIG -
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
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i
CITY OF FONTANA, CALIFORNIA
Prepared Under The Supervision Of :
PR�ECrV
PREPARED IN THE OFFICEOF
STREET IMPROVEMENT PLANS
O��)k'gG,Lc/
MADOLE AND ASSOCIATES, INC.
DRAWN F
CF
TRACT 17438
SCALE.
AS SHOWN
w 3 No. 36637 cm
760-A S. ROCHESTER AVENUE
* Exp: 06-30-06
ONTARIO, CA 91761
PHONE (9091 937-9151
P NA ST. FROM TOLEDO WAY TO MADRID WAY
DESIGNED BY.•
DATE:•
s9T
GB/EF
19
JUNE 2005
C1 V1� ����
COPCA��FO
_
e /
CHECKED BY.
RO
DRAWING NO.L61
RCE 36637 EXP. 6- O-
LA
Z- 'ZZ '
3944
CITY ENGINEER R. C. E. 51152 DATE
WENDELL L. I WA TSURU
f GB J. lyf.
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