HomeMy WebLinkAbout3405-50
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VILLAGE PARKWAY
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N Q SEE SHEET NO.7
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LOT 40 67 . ? 68 '� 69 70 7`1 72 73 74 75
ETIWANDA VINEYARD TRACT I) I ( II l ; l ; 0 N o N
MR 17/29 �' 1 "
I of II +26.48 ECR o^ N 3•- EXISTING EDGE OF PAVEM
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EXISTING EDGE EXISTING 8" SEWER �� I I ( %� 9 (`TYP) N a 11 N 7 ROPOSED R/W to `p
W al� OF PAVEMENT PER CITY DWG. NO. 3022 I O
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W PER CITY DWG. N0. 129 EXISTING 36" STORAX DRAIN - I I 1 I ( EXISTING EET IMPROVEMENT'S F,VicnNG R/W
�W I PER CITY DWG. N0.13017 �I I EXISTING STREET LIGHT I I PER CITY DWG N0. 3017 1 I
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III 19 1 18 1 17 1 16 1 15 1 14 1 13 1 12 1 11
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RANCHO FONTANA
VILLAGE PARKWAY
SEE DWG NO. 3017 $i 1294 CURVE TABLE
LEGEND:
INDICATES PROPOSED A.C. PAVEMENT
® INDICATES REMOVE EXISTING A.C. PAVEMENT
® INDICATES OVERLAY EXISTING A.C.PAVEMENT
SULTANA AVENUE
RADIUS DELTA LENGTH TANGENT
A 30.00' 89'5549" 1 47.09' 1 29.96'
=2
El
on
MEN
r RECORD DOCUMENT
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
may be incorporated herein as a result
• -ZA-O(o
DATE
`opt oress,;�-
No. 43976, j m
rr
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(N IET)
1 h& = 40 h
CONSTRUCTION NOTES
2� CONSTRUCT 4.5" AC PAVEMENT (MIN) OVER 12" OF 95Z COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32)
t5CONSTRUCT 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
9 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE
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)
12 INSTALL 5800 LUMEN HPSV (70 WATT, J7) LUMINAIRE PER CITY STD DWG NO. 1016
16 SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN)
17 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN AND DETAIL ON SHEET 2
BASIS Of BEARING
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.
Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 9*XAD CONSTRUCTION OF REQUIRED BENCHMARK Prepared By: 10 Z).
10 CITY OF FONTANA, CALIFORNIA
IMPROVEMM NOT COMMENCE WITHIN PREPARED FOR: O ALLARD ENGINEERING �� , 10 s. "'4
TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA BENCHMARK NO. 361. Civil Engineering - Land Surveying - Land Planning �� pP �F`� �� RANCHO FONTANA SPECIFIC PLAN
RRIED
SHOWN HEREON AND CAFORTH IN A YOUNG HOMES 88253 Sierra Avenue a DRAWN BY: TRACT NO. 16477 SCALE. "
RAILROAD SPIKE IN NORTH FACE OF POWER POLE m AE $�� OV PLAN 1 =40
DIAL DILWIT' MANNER, THE CITY ENGINEER MAY 10370 TRADEMARK STREET Fontana, California 92335 w No. 43976 m
TWO WORKING NG RANCHO CUCAMONGA, N0. 1536697E AT THE SOUTHWEST CORNER OF (9os) 359-1815 Fax (909) 356-1795 °� Exp. 6/30/05 DESIGNED BY: SU AVENU ?'' Y OF BASELINE AVENUE DATE:
]BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO SULTANA AVENUE AND BASELINE AVENUE. * * RC 0 20'` BASELINE AVENUE FEBRUARY, 2004
Y ❑ U DIG YOU DIG BRING THEM INTO yWTH CA 91730 L91_____— Z- 23 - O �} Q -
TOLL FREE 1-800-227-2600 (909) 291-7600 9� C i V ►CKED BY R D B ? DRAWING NO.:
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDITIONS AND STANDARDS IN EFFECT David S. Hammer, A.C.E. 43976 Date FOF CAL�F� MI 5
l rG '(LD ��-I�W�tJ� (er2,o•Olo i ELEVATION: 1365.01 (expires 6/30/2005) CITY EN NEER R.C.E. 51152 3Q5 14
Filename: M:\DWC\15910\STREEr\15910stO5.dwq