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ELDERBERRY COURT RECORD DOCUMEN7
FOXGLOVE. PLACE FIELDRUSH COURT VviOFES 10 -
SEE WY OF FOWANA SEE Siffiff 5 SEE S=T 6 V S. These Record Documents have been prepared
DVVQ N10. 3369 50
based on information provided by others. The
46' 46' 46f cc NO. 4a976
Design Professional has not verified the accuracy
EKP.
23" 23' 23' 23 23' 23 6117-0107 :V I and/or completeness of this information and shall
5t 51 18 V 18' 53 51 18 18, 5f 0A IVIL not be responsible for any errors or omissions
CAUro hi may be incorporated herein as a result
Z) PROPOSED
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R1W -,o 340.56 TC CK 340.64 1342.59 TC 1342.68
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LQ EXISTING - L" PROPOSED =>
(L CL' c) CL
rR�W3 C1 :5 R /AAf CONSTRUCTION NOTES
c. LO LO
=3 ELI
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Co V) INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT, J7) ON 25 FT.
R- W-1 z Ald 8 =)
-zo __j �,e W MARBELITE POLE OR APPROVED EQUAL. PER CITY STD. DING j 1016
< C4 CD 2C-) 3 5 6 7 Q 8 9
C-4 w
-6 N90*00'00"E 1! -CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- OF 95% COMPACTED NATIVE
1, A
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(j EXISTING `0_ rn � (0 C) -: ( 4 CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DING. NO. 104
ZZ: + , j qq�� t C1 Cj C-4 C; C) Z)- (MODIFIED 8' WIDTH)
zz:z: R1W -q- 0) CD!�
+ + + +
V) 04 C) n I"- CD ro
&_ CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DING. NO. 1015
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
TRACT NO.
16403 CURVE DATA TABLE
0 A
RADIUS LENGTH TANGENT
A 90*00'00"
25.00' 39.27' 25.00'
7 CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DING. NO. 1006
8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
9 REMOVE EXISTING TRAMC BARRICADE
CONSTRUCT 8" PCC CURB AND CUTTER PER CITY STD. DING. NO. 1003
SAWCUT EXISTING AC PAVEMENT AND REMOVE TO CLEAN STRAIGHT LINE
PER DETAIL "B" ON SHEET 8
GRIND EXISTING A.C. PAVEMENT (MIN. 0.1' THICKNESS)
PER DETAIL "B" ON SHEET 8
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHO= CONSTRUCTION OF 11EQ(=W BENCHIMMI Prepared By: E S S / 0 CITY nip FONTAN& IN ALIFORNIA
HIMOVEMUM NOT COX, M.7CE VITM PREPARED FOR: ALLARD ENGINEERING -Af (
STREET IMPROVEMENT PLANS
TWO WMS OF TIM DAM OF MMOVAL YOUNG H011,1ES BENCHMARK NO. 361. Civil Engineering - Land Surveying - Land Planning DRAWN BY: SCALE.
AW&NVVVVV0A#VVvV~ SHOWN HEIREON AND CARREED F0,2TH IN A 8253 Sierra Avenue no
10370 Trademark Street rn AE TRACT NO. 16043 1 *_-40'
RAILROAD SPIKE IN NORTH FACE OF POWER POLE Fontana, California 92335 No. 43976 M
DIAL TWO WORKING DBJGMT MANA'"K THE CnT F-KGWM MAY Rancho Cucamonga, Ca. 91730 NO. 1536697E AT THE SOUTHWEST CORNER OF (909) 356-1815 Fax (909) 356-1795 Exp. 6/30/05 DESIGNED BY:
DAYS BEFORE REQUM REVISIONS TO Tf= PLMS TO BASELINE AVENUE AND SULTANA AVENUE. AE LACKTORN DRIUVA16wd DATE
BEFORE YOU DIG (909) 477-6715 _,4_ JUNE 2003
YOU DIG BMG TIM RM CONFORUMCE WrM Fax (909) 477-6725 14 -<�13 0 f V I CHECKED APPR DRAWING NO.: 2
TOLL FREE 1-800-227-2600 CONDMONS AND STANDARDS IN EFFECT David S. Hammer, R.C.E. 43976 Date 0 CALO: DSH Orve-1 211Y:
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD DA'4 WIA10 ELEVAT1011V: MACY (Wires 6/30/2005) CITY ENGINEER R.C.E. 51152
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