HomeMy WebLinkAbout1942-S i I
BENCH MARK NO 10004
AGENCY: CITY OF RANCHO CUCAMONGA
DESCRIPTION: 1" ROUND HEAD BOLT STAMPED 'S.B. CO.
BM 01091,
LOCATION: IN CONCRETE CURB AT THE NORTHEAST
CORNER OF 4TH STREET AND MILLIKEN
AVENUE, 0.5 FT. WEST OF DROP INLET.
ELEVATION=1035.917
LEGEND
CF CURB FACE
TC TOP OF CURB
FS FINISHED SURFACE
FL FLOW LINE
TG TOP OF GRATE
GB GRADE BREAK
HP HIGH POINT
SD STORM DRAIN
BW BACK OF WALK
_ FG FINISHED GROUND
INV INVERT ELEVATION
—f-- CENTERLINE
0 20' 30► 40' --— PROPERTY UNE
III DRAIN INLET
SCALE IN FEET 0--1 CONS7RUCIION NOTE
�-f DIREC77ON OF FLOW
—gg— PROPOSED CONTOUR
-(56)-- EXIS77NG CONTOUR
MIWKEN AVENUE -56.10 PROPOSED ELEVA71ON
STA 100+00=CL INTERSECTION OF
(50.10) EXISTING ELEVATION
TSPS TRAFFIC SIGNAL PULL BOX
4TH& MILLIKEN 10 ---- --- SLPB STREET LIGHT PULL BOX
106+00 16 107+00 108+00 vi 109+00 18 110+00 R RIDGE LINE
R/W RIGHT OF WAY
NG NATURAL GRADE
FX. STRIPING TO BE REPLACED EXIS77NG TREE
0
PROPOSED TREE
cfl
TO TOP OF CURB
qq - TYPE G MARKER
o STA 16 _f 53 � �0 S��1�� 22
��� 24 ti BE STRIP 25
B G 106+7J85
85
AT 19 a u� Ij 1$ 4 � 18 22
28 2s(s) vi
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ST� 108f 4¢.53 _
17 21 28 R�S) EN so, R18-1 28 17
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N 000520 W 320.
I
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•
CONSTRUCTfON_ NOTE
is INSTALL R10 SIGN PER UNIFORM SIGN CHART
(D=— INSTALL R1 AND R41 SIGN PER UNIFORM SIGN CHART
18 -- - INSTALL RIGHT TURN ARROW PER CALTRANS STD A24A, TYPE IV (R).
19 INSTALL RIGHT LANE DROP ARROW PER CALTRANS STD A24A, TYPE VI
&--INSTALL W75 SIGN PER UNIFORM SIGN CHART
(&—INSTALL TYPE L MARf%ER PER UINFORM SIGN CHART.
&---INSTALL 4y SOLID WHITE STRIPING
28 INSTALL W57 & N-1 SIGN PER CITY OF R.C. STD 130
&---INSTALL SIGN PER UNIFORM SIGN CHART.
&7--NOT USED THIS SHEET
(&—REPAINT, AS REQUIRED, 8' WHITE STRIPING PER R.C. STD. 133 TO MATCH EXISTING
TOPOGRAPHIC INFORMATION '
NOTE: ALL STRIPING AND MARKINGS SHALL BE THERMOPLASTIC
TOPOGRAPHY AND BOUNDARY PER EADSON & ASSOCIATES, INC.
SURVEY DATED 10-23-02
CITYENGINEERS NOTE TO CONTRACTOR:- DESCRIPTION OF REVISION
DATE APPROVED
AN
R R CT R H M ON ANY u LE Em s" CITY OF RANCHO CUCAMQNGA
OF VAILABLE RECORDS. TO THE BES
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR
SHALL ASCERTAIN THOSE UNDERGROUND EUnLlnETRUE 5 TO BE USETICAL D MI)HORIZSHALL BE ESPP014ON SIMI SIGNAGE & STRIPPING PLAN
FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT M i LLI K E N AVENUE STREET I M P R OVM E N TS
SHOWN HEREON. IF THE CONTRACTOR ENCOUNII:RS ANY DISCREPANCIES,
CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY
THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING EAST SIDE MILLIKEN AVENUE, NORTH OF 4TH STREET
FROM THIS PLAN. STA 106+12.89 TO STA. 110+07.36
UNDER GROUND SERVICE ALERT DRC 2003-00213
APPROVED BY / DATE_ 0
CALL TOLL FREE \g't � CITY ENGINEER ( RCE
DESIGN PREPARED UNDER THE SUPERVISION OF RECOMMENDED
1-800-227--2600 �
3 No. CO58971 CEH 9-26-03 ® 9 0 dw
b AT LEAST TWO WORKING ' Ex9.0a--3o-07 * DRAWN CIVIL ENGNEBRM I LAND�y�,p SHEET
DAYS, BEFORE YOU DIG. o CvlL �` cEH IM K MAPLE ST.M XCMM 34 CA 92880 3 of 3
A CA4
3 121 CHECKED R.C.E. 58971 DRAWING NO.
$ ROW2004-00104 DATE FILE NO. 1942
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