HomeMy WebLinkAbout2439IN THE CITY 01- RANCHO
CUCAMCNGA. COUNTY
OF SAN BCRN<">KD'N0,
STATE C)F CALIFORNIA
� � � llr� i� i,�
J
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---L V -k
FLOW LINE ELEVATION
R/W—PL
WEST
30-00)
8e47' 11 650
17.84'
63.00"
- r
-1: 18.00'
3340'
REMOVAL &
RE -PLACEMENT
SUBJECT TO CITY
INSPECTOR, AC
PAVEMENT
2,0% 2.07o
CITY 0 RANCHO CUCAMONG
CENTER AVE.
YEAR OF ADD USMENT: 1987 ELEVATION: 1114.722
FOUND 1" ROUND HEAD BOLT STAMPED "SB CO. BM 0110'1"
IN CONCRETE CURB AT SOUTHEAST CORNER OF 8TH STREET
&- HAVEN AVENUE, 1 FEET SOUTH OF NORTH END CURB.
27th STREET
26th STREET
Lij Li Li
25th STREET
wLLJ SITE
u ....,-,FPROJECT
CL 24th W STREET
CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF :CO:I STRUCTIO:
O
,N:G F THIS PROJECT, iNCLUDI: SAFETY OF ALL PERSONS AND PROPERTY,THAT,
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
INDEMNIFY AND
WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND,
HOLD T AND THE ENGINEER
:E OWE
INR, THE COUNTY 0 F SAN B E RNAR D IN 0)
HARMLESS, FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
THE ERFORMA NCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER O:R THE ENGINEER.
NEW
R/W—PL OLD
EAST IW—ISL
7.00
±15-00'
±6.50' ±8.50 )
17
EXISTING SIDEWALK
EXIST. CURB
& GUTTER
........ . .
BASIS OF BEARIN IS TAI EN FROM CENTERLINE OF
24TH STREET P:ER CR 279/18, BEING N89"11'0,6"W.
RECORDS CITY OF RANCHO CUCAMONGA, CALIFORNIA.
ol 20' 40 60
SCALE: 1 `20
CENTER LINE
ES
EXISTING SURFACE
EG
EXISTING GROUND
FL
FLOW LINE ELEVATION
PL
PROPERTY LINE
RW
RIGHT OF WAY
TC
TOP OF CURB
NEW
R/W—PL OLD
EAST IW—ISL
7.00
±15-00'
±6.50' ±8.50 )
17
EXISTING SIDEWALK
EXIST. CURB
& GUTTER
........ . .
BASIS OF BEARIN IS TAI EN FROM CENTERLINE OF
24TH STREET P:ER CR 279/18, BEING N89"11'0,6"W.
RECORDS CITY OF RANCHO CUCAMONGA, CALIFORNIA.
ol 20' 40 60
SCALE: 1 `20
SCALE.- 1 20
NEW CONCRETE
NEW CONCRETE RESIDE: TIAL
!CL io ol
NS:T CT'lll 'N'N: �Es
QTY
EXISTING
CONSTRUCT 8 CURB AND GUTTER PTYPE ER STD. 104
A2—®8
24.65 LF
MH DRAIN
CONSTRUCT DRIVEWAY (W-1 6rO PER STD. 101 TYPE R-2
170.00 SF
EXISTING
CONSTRUCT S:IEWALK TY 'P IE P: E R STD. 103.
229.00 SF
TREE OR PALM
:ET (58�00 'LUMEN H
INSTALL NEW ETRE: LIGHT
1 EA
EXISTING SIDEWALK TO BE REm OIVED.
174.00 SF
EXISTING 8 C UR: AND GUTTER TO BE REMOVED.
23.00 LF
U7
EXISTING CATCH BASIN TO BE PROTECT IN P LAC E.
1 EA
EXISTING DR VEWAY TO BE REEDND ADEMOLISHED.
160,00 LF
U9
EXISTING MAST ARM STREET LIGHT TO BE REMOVED.
1 EA
Q JO
EXISTING HANDICAP RAM P TO B E REM:OVEI D AND DEMOLISI: ED.
1 EA
11
i
E
CONSTRUCT NEW ACCESS RAM�: P PR : TI 1 02�
mono= wammoom
1 EA
SCALE.- 1 20
NEW CONCRETE
NEW CONCRETE RESIDE: TIAL
DRIVEWAY
APPROACH
EXISTING
WATER :METER
EXISTING
MH DRAIN
EXISTING
MH SEWER
EXISTING
POWER POLE
EXISTING
TREE OR PALM
DATE:
CTOR M. VOIREN10 R.C.E. Nlo. C 616015 EXP. 06/30/17
AEC MORENO CORP.
Q&w" r
2
OF,
FILE NO 2439
DATE