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RANCHO FONTANA W W
VILLAGE PARKWAY
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01 PROPOSED 36" STORM DRAIN EXISTING o
PER CITY DWG NO. 3448— STREET LIGHT 17 z 24" STORM DRAIN
18CffY DWG NO. 34
W O 1 FUTURE CURB & GUTTER
_ PROPOSED 36" STORM DRAIN \
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PER CITY DWG NO. 3448 \
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W _ DUSTING EDGE OF PAVEMENT _ 11334.12 EPR \ \ A
FUTURE R/W J PROPOSED 8" SEWER ill
WANG VACANT PER CITY DWG N0.3406 m
NAP. ,� 07.54 BCR Le
LOT,�fi/n/ �
40 I< ,°; M 1334.37 TC C L
+ M �, c
E1IWANDA VINEYARD TRACT N I I °°
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M.B. 17/29 i o o >
APN 0228-191-05 I II , '' 12' ^ M =
LMD.
INDICATES PROPOSED A.C. PAVEMENT
® INDICATES REMOVE EXISTING A.C. PAVEMENT
® INDICATES OVERLAY EXISTING A.C.PAVEMENT
® INDICATES UMITED USE AREA
TOLL FREE `_� 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
RANCHO FONTANA
VILLAGE PARKWAY
SEE SHEET 7
DATE I ENGR.I CITY I DATE
SHOIAD CONSTRUCTION OF REQ(MED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CMRIED 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
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF
SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE
AVENUE BEING NORTH 89'58'21 " WEST AS SHOWN ON TRACT 16085-1, RECORDED IN
MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY.
BENCHMARK
PREPARED FOR:
CITY OF FONTANA BENCHMARK NO. 361.
YOUNG HOMES RAILROAD SPIKE IN NORTH FACE OF POWER POLE
10370 TRADEMARK STREET NO. 1536697E AT THE SOUTHWEST CORNER OF
RANCHO CUCAMONGA, SULTANA AVENUE AND BASELINE AVENUE.
CA 91730
(909) 291-7600
ELEVATION. 1365.01
rAQNA71ON
29+00
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/-EXIGj'1UNTrERNG
CURB
W
CURVE TABLE
RADIUS DELTA LENGTH TANGENT
A 35.00' 90'21'10" 55.19' 35.22'
B 30.00' 89'31'48" 46.88' 29.75'
Prepared By:
O ALLARD ENGINEERING
- Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
kk��_ Z-7-3-04
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
GRAMIC SCALE
40 0 20 40 w
(N FEN
1 Fd w 40 ft
RECORD DOCUMENT
Ssroti
These Record Documents have been prepared® c"i;fP �F
based on information provided by others. The
Design Professional has not verified the accuracy jw ' r,,. 3761
ee 4xp. ^3Q'^,7 1
and/or completeness of this information and shall
not be responsible for any errors or omissions"\ \�
h be i orporated herein as a result
-Zo -0 (o
DATE i
CONSTRUCTION NOTES
CONSTRUCT 6.5" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32)
5 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
7 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN
8 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
10 CONSTRUCT LOCAL DEPRESSION PER A.P.WA STD. DWG. NO. 313-1, AS SHOWN ON SHT 14
(CASE AS SHOWN ON PLAN)
11 CONSTRUCT CATCH BASIN PER A.P.WA STD. DWG. NO. 300-2, AS SHOWN ON SHT 14
(WIDTH AS SHOWN ON PLAN)
16 SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT UNE (1' MIN.)
17 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN AND DETAIL ON SHT 2
18 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
20 INSTALL 22000 LUMEN HPSV (200 WATT; 120) LUMINAIRE
Q�nFESS/0
MI. q�F
Z DRAWN BY.
No. 43976m AE
Exp. 6/30/05 DESIGNED BY:
* * RC
�9T C/ V I L R�\P CHECKED B
FOF CAQ V Xml
A"
CITY OF FONTANA, CALIFORNIA
RANCHO FONTANA SPECIFIC PLAN
TRACT NO. 16477 SCALE.
STREET i 0pVEMENT PLAN 1"--40'
VENUE; ' S1Y Of BASELINE AVENUE DATE:
01320'* Y OF NE AVENUE FEBRUARY, 2004
PPRO D B , ' ,2 . DRAWING NO.: Y14
CITY ENG EER R. C.E. 51152 3405
Renome: M:\DWG\15910\STREET\15910st03.dwg