HomeMy WebLinkAbout3181-4ICN C14
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SEE SHT 3- - - RECOD DOCUMENT
QFtOFES - Al Q
��Q����p S. HAb�rq'^ These Record Documents have been prepared based DAVID LAME
CO o on information provided by others. The Design
0 m Professional has not verified the accuracy and/or
W No,43976 completeness of information and shall not be
CONSTRUCTION NOTES M Exp. 6 6-30-00-09 � com p this
responsible for any eras or omissions which may NOTE:
�1 — INSTALL 5800 LUMEN HPSV STREET LIGHT 70 WATT; s� CM NP
( #7) 25 FT. LUMINAIRE HEIGHT POLES \��OFCALV' '- .,� herein a tealltr DRIVEWAY LOCATIONS SHOWN HEREON ARE
SHALL BE MARBELITE OR APPROVED EQUAL. PER CITY. STD. DWG # 1016, =- =_=' I�'�r APPROXIMATE. FINAL DRIVEWAY LOCATIONS
-' �= �$ AND DIMENSIONS SHOULD BE TAKEN FROM
CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE DATE THE APPROVED PRECISE GRADING PLAN
( See general notes 31 and 32)
FOR THIS TRACT.
8 ADJUST MANHOLE- FRAME & COVER TO GRADE PER CITY STD. 109
9 REMOVE EXISTING TRAFFIC, BARRICADE
11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
0 O REV. REVISION DEI r 1117 ON DATE ENGR. CITY DATE
S �
E DIAL TWO WORKING
BEFEIRE DAYS BEFORE
J3 YUU DIG YOU DIG
o TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT -
®
a
SHOULD CONSTRUCTION OF REQUIRED
3�-- CONSTRUCT
6
PCC
CURB AND
GUTTER
PER
CITY STD.
DWG. NO. 1003
@—CONSTRUCT
LOCAL DEPRESSION PER APWA STD. NO.
313-2, CASE PER PLAN (SHEET 7 OF 7)
REM 77MEM INTO CONFORMANCE WrM
CONSTRUCT
4'
PCC
SIDEWALK
PER CITY
STD.
DWG. NO.
1015
14
CONSTRUCT CATCH BASIN PER APWA STD. NO. 300-2,
W (WIDTH)= PER PLAN (SHEET 7 OF 7)
8 ADJUST MANHOLE- FRAME & COVER TO GRADE PER CITY STD. 109
9 REMOVE EXISTING TRAFFIC, BARRICADE
11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
0 O REV. REVISION DEI r 1117 ON DATE ENGR. CITY DATE
S �
E DIAL TWO WORKING
BEFEIRE DAYS BEFORE
J3 YUU DIG YOU DIG
o TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT -
®
a
SHOULD CONSTRUCTION OF REQUIRED
R
IMPROVUBUM NOT COMMENCE WITfIDIi
PREPARED FOR:
TWO YEARS OF THE DATE OF APPROVAL
YOUNG HOMES
SHOWN SON AND CARRM STH IN A
10370 TRADEMARK STREET
DOLIGENT MANNER. THE CITY ENGHVEER MAY
RANCHO CUCAMONGA,
REQUIRE REVISIONS TO THE PLANS TO
Co. 91730
REM 77MEM INTO CONFORMANCE WrM
(909) 477-6715
CONDITIONS AND STANDARDS IN EFFECT
C
BENCHMARK
B.M. 1361, SPIKE IN NORTH FACE OF P.P.
11536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01
FAITH STREET
SEE s"' ° JULIAN LANE (N)
CURVE DATA
O
R
0
L
T
A
60.00'
26'55'00"
28.19'
14.36'
B
60.00'
145'59'23"
152.88'
196.19'
C
60.00'
28'43'27"
30.08'
15.36'
D
25.00'
90'07'06"
39.32'
25_05'
E
45.00'
90'07'06"
70.78'
45.09'
Prepared By:
ALLARD ENGINEERING
- _ GRAPIHC SCALE
CAROLINE
STREET PER
DWG NO. 2994
QROFESS /p
S HAM �F
0 -P c=1DRAWN BY:
Z /
IAA No. 43976 m JK DMB
* Exp. 6/30/05 * DESIGNED BY:
JF/DH
Cl V I- ���P CHECKED
F OF CA 0V DH
no
( IN FEET )
1 inch = 40 ft. -
CITY OF FONTANA, CALIFONN A -
STREET -IMPROVEMENT -PLAW
TRACT NO. IM58 SCALE:
DAVID LANE 1"=40'
JULIAN LANE (S) SEA. 10+00 TO 12+#65.65 DATE:
JEUM LANE 0 ! TO STA. 11#3105 SEPTEMBER, 2002
AP OVE BY: DRAWING NO.:
is14
CITY E GWEER R.C.E. 5115 32$1 A
Filename: M:\DWG\15902\STREETS\FINAL-PHASE\St-4.1