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ISTING 12'
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CITY OF FONTANA
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- 8' SEWER PER CITY DWG. N0. 4940
PROPOSED 8' WATER
16+88.49 CL LEMON PEPPER AVENUE _
11+99.08 CL SPICE LANE
16+88.49 CL LEMON PEPPER AVENUE _
11+97.08 CL SPICE LANE
\ 37
`PROPOSED R/W
C13 x7, 20' 0' 7'
o�
+ N LEMON AVENUE
SHEET NO.2
SPICE LANE
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APROXIMATE FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
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rho Uj 64/
ocN. oo * 32' 32'
o+ N 12' • 20'
3
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\ � � � I EXISTING GAS
I
28 a 29+83.59 BCR
13+50.12 ECR 1303.95 TC II ; TRACT N d. 16271 I
1304.68 TC
12+96.85 CL WASABI WAY= EXISTING SEWER
10+00.00 CL ADAMS LANE IT
+ W
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0
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1 1
29 11+79.87 CL ADAMS LANE
29+33.31 CL SULTANA AVENUE
12+96.85 CL WASABI WAY = O N 89'5 `30" 2 t 3
10+02.00 CL ADAMS LANE ; `~ OS' I - EXISTING GAS
Oar . •.. �,• G-
� OSED GRAPM SCALE
12+51.85 BCR R/ � o i
30 I 1302.05 TC a 28+83.59 ECR 40 0 20 40 80
I�, 1302.27 TC EXISTING WATER
at �CiC I EXISTING 66" CITY
4 w m , I STORM DRAIN
22 �- d� (N FST)
27 27 � M Co 12 20 20 12 1 NW w 40 FT•
LO
7' 20' 20' 7' o + 0 32' 32'
64'
WASABI WAY 11
SEE5�-EET IVO.3 10 SiJLTANA AVENUE
SEE C:lTY DWG. NO 4,4Q3
LE{,BD
INDICATES PROPOSED A.C. PAVEMENT
BASIS Of BEARINGS:
BASIS OF BEARINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN
ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00'01'12" W
160
CONSTRUCTION NOTES
a CONSTRUCT 4' AC PAVEMENT (MIN) OVER 12' OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 do 32) PER SOILS REPORT
2 CONSTRUCT 6" PCC CURB &GUTTER PER CITY STD. PLAN N0. 1000
4 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN N0. 1006, W=6'
10 INSTALL STOP SIGN PER CITY STD. PLAN N0. 4003
11 INSTALL STREET SIGN PER CITY STD. PIAN N0. 4003
12 ADJUST MANHOLE FRAME &COVER TO GRADE PER CITY STD. PLAN 2000
13 INSTALL STANDARD BARRICADE PER CITY STD. PLAN N0. 4000
REV. REVISION DESCRIPTION DATE ENGR. DATE CITY
o Q O SHOULD CONSTRUCTION Of REQUIRED ORIGINAL BENCHMARK (SINCE DESTROYED) Prepared By: CITY OF FONTANA CALIFORNIA
N PREPARED FOR: CITY OF FONTANA BENCHMARK NO. 361 RAILROAD 'p •p QROF E SS i ON
IMPROVlITS NOT COMMENCE WITHIN SPIKE IN NORTH FACE OF POWER POLE ALLARD ENGINEERING p Np J• q�
N TWO YEARS Of THE DATE f NO. 1536697E AT THE S.W. CORNER OF SULTANA _:......... �� �o '��� STREET IMPROVEMENT PLAN
O APPROVAL PJRJ LIME INVESTMENTS, LLC AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01 j ........:::.:. Civil Engineering - Land Surveying - Land Planning �� -77 Z� DRAWN BY: .
TRACT NO 186761 SCALE.
SHOWN HEREON AND CARRIED FORTH INA 8253 Sierra Avenue No. 36052 AS NOTED
10370 TRADEMARK STREET......................................................... � m BKA •
.......:.....:..:.:...............:.......:...:... .
DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY RANCHO CUCAMONGA, SffE BENCHMARK Fontana, California 92335 0 DESIGNED BY: DATE:
BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO CALIFORNIA 91730 "SAN BERNARDINO COUNTY BENCHMARK NO. 7-15 (909 356-1815 Fax (909) 434-1820 9 Exp. 6/30/12 JAB AND ADAMS LANE
YOU DIG YOU DIG (909) 291-7600 s �-
1970 BRASS CAP IN CONCRETE ABUTMENT LOCATEED May, 2012
o BRING THEM INTO CONFORMANCE WITH FAX 909 291-7630 34' NORTH OF CENTERLINE OF FOOTHILL BLVD. y �q C I V I � �'� CHECKED BY: APP D DRAWING NO.:
TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT ( ) AND 131' WEST OF CENTERLINE OF LIME AVENUE. Raymond J. Allard, A.C.E. 36052 Date TF pF A`\Ff 4
a A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 8 E1/ C RJA � 9�p DATE: c l7
AWI*k (expires 6/30/2D12)
CITY ENGINEER R.C.E. 51152 49394
Filename: 1:\15947 Young Homes Lime I and II\Lime It Tr. 18676\DWG's\FINAL DESIGN\ streets\ Phase 1\ 18676-ST04.dwg