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PROFILE
H ORI Z. 1 "= 40'
VERT: 1"= 4'
Q
R
Q
L
T
A
25.00'
86'28'43"
37.73'
23.51'
B
25.00'
90'00'00"
39.27'
25.00'
C
30.00'
90°00'00"
47.12'
30.00'
D
250.00'
24'00'09"
104.73'
53.14'
E
268.00'
20°28'49"
95.80'
48.41'
F
232.00'
19'00'50"
76.99'
38.85'
G
232,00'
11'35'44"
46.95'
23.56'
H
268.00'
11'35'44"
54.24'
27.21'
1
232.00'
20'52'07"
84.50'
42.72'
J
268.00'
31 °02'05"
145.16'
74.41'
K
250.00'
11°35'44"
50.60'
25.38'
L
250.00'
35'35'53"
155.33'
80.26'
LEGEND:
INDICATES PROPOSED A.C. PAVEMENT
GRAPHIC SCALE
2 --CONSTRUCT
4"
-
AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE
{ O �HUJVJI
1D --INSTALL
mtAiVI-IVI-C rRtiMG oc l,vvcm IV Vri%mur_ rCfi LII i JIU. IvZ1 V" V1 6/ %0 40 0 20 40 80 160
STOP SIGN PER CITY STD. DWG. N0. 139
1�4 ---
( See general notes 31 & 32)
CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
CONSTRUCT DECORATIVE PAVEMENT PER LANDSCAPE ARCHITECT'S PLAN
10
1$
20
INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
CONSTRUCT CROSSGUTTER (MODIFIED MID -BLOCK 10' WIDE) PER STD DWG 104
CONSTRUCT PARKWAY DRAIN PER APWA STD DWG 151-1 (SEE SHEET 10 OF 10)
NOTE: TRAFFIC BARRICADE(S) SHALL BE INSTALLED PER CITY STANDARD DWG.
No. 118, AT THE END OF PHASE I CONSTRUCTION WHERE STREET IMPROVEMENTS.
END. SEE SHEET 1 FOR LOCATION.
(IN FEET ) 1 inch = 40 ft.
i 6 -CONSTRUCT
4"
PCC SIDEWALK PER CITY STD. DWG. NO. 1015
21
CONSTRUCT CONCRETE CHANNEL PER PARKWAY DRAIN SECTION A -A (SEE SHEET 1 OF 10)
N
PLANS PREPARED FOR
REVISIONS Enqineer City EIIENCHMARK
ri
�undergr , A SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CORMAN LEIGH C0 ITIES
0 NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
E ® ORE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 42346 RIO NEDO
o Ca . TOLL DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE "L"
REVISIONS TO THE PLANS TO BRING THEM INTO TEMECULA, CA 92590
mi �r �m IN EFFECT. (909)
WITH CONDITIONS AND STANDARDS (909) 296-5070
227-2
0
2 TWO WORKING DAYS BEFORE YOU DIG
�,. • SPIKE
I NORTH
. ♦ 4 I
#1536697E AT •UTH WEST CORNER OF
ELEVATION:BASELINE AVENUE AND SULTANA AVENUE.
+j
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(09) 358-1815 Fax (9091356-1795
1. 2 -IS -aL
David S. Hammer, R.C.E. 43976 Date
(expires 6/30/2005)
�eR®FF_ssr4�
w No, 43976
Y- Exp, 6!30%05
9j CIVIi- 4z�
® CAL1F
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS _2
Drawn Scale:
DEA/WFO. 15990 AND
•
TRACT NO. „+ Designed By: RTGA VE Date: