HomeMy WebLinkAbout5505-3795
X11
W061
Ta -1. OP M�
C:3 00
0
ow
:Do?
o _
CO
I=XITIN!G; o
PD
o = �-I—, rm-'
ri iTi inn' 1c.
AT int i
V
CURVE
O
RADIUS
LENGTH
I
n
89°46'06"
co
54.84'
34.86'
C)
90° 13'41 "
O W
55.12'
LC?
00 �
L0 /
f
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
59
L0
Ln
00
o
CD —
CD
C C
[love
c�cC�
��j AMDBDJ�
2vv' V v
./9
61
PORTION 200''
I [PI=06.79]
iln
Z) V
O
n
PROFILE
HORIZ 1"= 40'
VERT �11= 4'
PLAN 1 "= 40'
Imo= �_ ■ �_�__��_�_�_�_�_�_�_ _��_�_�_�_�_�_�__��_ �_�_�_�_�_�__�
62 63
TC
•N
SCALE IN FEET
0 40 80 120 160 SEE DWG. NO. 5498 ---
SHEET 3 OF 3
DUNCAN CANYON ROAD C� SCALE: :i;== 40'
U
M
//90L J 00
- ` ___//d m c:1
iYi
00
65
Curve Table
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
89°46'06"
35.00'
54.84'
34.86'
C2
90° 13'41 "
35.00'
55.12'
35.14'
- cn
Lli
- PROP. SIDEW o RC1 I M
v
_ PROP. C & G v07.74 08.33 Z
CV 2 98.80 6 7 0. 0 6105.14 3 7 1 2 EP EP - 5 _ I 1 6 w
EP _ — _
r
— - = — - 60 - 61 PROP. S. DRAIN 62 �_ — m +- 614 — S — ~
W
— — — — — —
� CD
59 PROP. sEWE FUTURE N 0'40'56" W LL_j63+ .6 CL CYPRESS 1 11
IMPROVEMENTS
w � =126+52.49 -tL :YO
Lij+ FUT. &G FUT. R FUT. C&G CONSTRUCTION NOTES
Ln - - _I I 1O CONSTRUCT 6.5" (MIN) AC PAVEMENT OVER 12" NATIVE MATERIAL
UT. IDEWAL �, —46!. SIDEALK W
Q - _ o - C2 I I� z COMPACTED TO 95% PER CITY STD. PLAN NO. 401.
PROP. E'LY LAN CPE LOT PROP' RM CONSTRUCT 8" CURB FACE P.C.C. CURB &GUTTER PER CITY STD. PLAN N0. 1000.
(14
X O3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=6) .
Jm � I I f fi I O4 INSTALL DECORATIVE LED STREET LIGHT- SCE # 10184042 (95 WATT, ACTUAL) PER
\ X M , o I I I / CITY STD. PLAN N0.404, CASE 1, CARPINTERIA POLE AND TEARDROP FIXTURE.
QAA
D e Q D D D E�U�/�Q��00
N c6 ° o I % -- 5 REMOVE EXISTING BARRICADE.
LJ L.1 C� lJ IJ lJ LJ O LJ Ll LJ V LJ �. CV O CV
X \ Lo — ^ , ; O6 INSTALL 2"x 4" REDWOOD HEADER.
n n �T n n Fn-) \ \ o I I I I I . I I / / _ , O ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO, 2000.
X
TOLL FREE _"qqNMMpp_ 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
V
00 \"
x
FUTURE IMPROVEMENTS
CYPRESS
AVENUE
BENCH MARK: # 6-7
BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 3519 TAKEN
CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01'10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
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 CONDITIONS AND STANDARDS IN EFFECT.
0CMADOLE9302 DRAWN BY:
PfITSBURGH AVE., SUffE 230
RANCHO CUCAMONGA, CA. 91730 GB
PHONE: 909.481.6322
Engineering Communities for Life FAX 909.481.6320 DESIGNED BY:
n,,QQ GB
✓L DA Z3 CHECKED BY:
WE DELL L 4WATSURU EXP. 01C WLI
RCE 36637
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
CYPRESS AVENUE
STA. 58+50 TO STA. 62+26.89
4
w Y. 7/31/2017
R.C.E. 51152 DATE
SCALE:
AS SHOWN
DATE:
JUNE, 2016
DRAWING NO. 3
5505 3
z