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- 12" WATER
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VILLAGE PARKWAY +Ci
PROPOSED
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v ��, r���m * THIS PORTION OF SIDEWALK TO BE INSTALLED
1345 RT _ c, c �- `' > �, VPROPOSED TOP OF__ 1tJ'1��J RT AT DIRECTION OF INSPECTOR. PROTECT OR
11R in ``"" CURB @ 48' RIGHT 16+20.85 CL VILLAGE PARKWAY r- Q REMOVE TREES AS NECESSARY
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PER CITY DWG. NO. 3063 =10+00.00 CL ANGELICA LANE
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4 4 4 4 PCC SIDEWALK REMOVAL
54.8 1
L.O.C. C�-- 1.32%
POR OF INDICATES REMOVE EXISTING AC PAVEMENT
54.81' VC DETAIL "A" INDICATES GRIND EXISTING AC PAVEMENT
1346.25 PROFILE _
0118+25.00 SCALE 1"=20'
HORIZ: 1 w= 40: PROPOSED A.C. PAVEMENT
VERT 1 "= 4'
118 119 120 121 122 123
R/W RfW
CONSTRUCTION NOTES I EXISTING IMPROVEMENTS
HEMLOCK AVENUE NOTE: SEE LANDSCAPE PLANS FOR PARKWAY & 41' '3 41'
PER CITY OF FONTANA MEDIAN LANDSCAPING, PIPE AND WIRE SLEEVES 13 SAWCUT EXISTING AC PAVEMENT AND REMOVE TO CLEAN STRAIGHT LINE 23' 18' 18' 23'
DWG NO 3063 IS— GRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS) AND FEATHER TO PROVIDE JOINT3' 6' - 4' 8't 10'f ° 4 6'
82 2:1 MAX y ( 2% w s 5'
16
41' 41' CONSTRUCT 4.5 AC PAVEMENT (MIN.) OVER 12» OF 95% COMPACTED NATIVE
NOTE: CONTRACTOR TO EXERCISE CAUTION & (SEE GENERAL NOTES 31 AND 32) 2% 16 ,-"'� Q
19' 22' 22' 19' PROTECT ALL UTILITIES 18 REMOVE EXISTING AC PAVEMENT 6 2% (1 5q 3 9%) ( 0.989-2.87 -®
2% MIN. _..M:
AP.N. 228-VFIO j 19 SAWCUT AND REMOVE EXISTING SIDEWALK
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APX 228-382-35 3:1 MAX. _
6 14 s hprepared
t I t 21 CONSTRUCT 4 PCC SIDEWALK PER CITY STD. DWG. NO. 1015 (BASELINE AVENUE) 18 These Record Documents have been pre p
12 based on information provided by others, The
EXIST. 72" RCP � 3 ':
" 22 CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. N0. 1006 TYPICAL SECTION Design Professional has not verified the accuracy
PER CITY DWG. NO 3103 EXIST g
f Z.RW EXIST DBL 10'x8' RCB (BASELINE AVE)
VILLAGE PARKWAY and/or completeness of this information and shall
t / oo PER DWG NO. 2740
EXIST. R/W f�; %' ' of lit STA. 15+49.86 TO STA 16+70.67 not be responsible for any errors or omissions
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TJ. — 6.5 incorporated herein as esu 1
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RCB
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NORTH SOUTH
- — — — — — — — — — —
R/W RIW
LO * * MEDIAN CURB PER CITY DWG. NO 3063 126 NORTHERN
_..__--- .®___ ___ :.._,� �_._.._ _ J _ __ _...____ _ _____ _..____.___ 66' 1 60' TRACT BO ARY
o T 17 _N89'55'03 W �� _., 118 `�`, 119 N89'55'03 "W a - µ _ _.__ I-- o 122 123
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_. _ .. _ _ _ ._. _ _ _. _.., .. _ _ _ _..._ . _ _..... _. _ _ _ _ _ _ _ _ _ _ _ -_ 12' 54' 4$' 12' 10' PROPOSED
EXISTING STREET LIGHT (TYP) ��5..�----- 24" RCP PER e� i GARDEN WALL
F` CITY DWG. NO 3063 1 EXISTING 8" GAS A T �' 3' MIN.
`t
8"G o — 8 G VARIES 6' 4 s N ®�'ql
--1 7V —A— LIMITED USE AREA EXISTNG 12" WATER Z;17RB�u GUTTER EXISTING 17" WATER ' 3'-13' »
22 ,�, ` PER CITY DWG. NO.3063 2 c3 ry
21 WG 3063 EXISTING MEDIAN w No- 43976
.. �Y STREET LIGHT (TYP) PER CITY D cr ,
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s
EXISTING T FIG SIGNAL'` _
- - - -
Wj STREEI LIUF� \ 2- dor ��fo�
Z04
Zli„ ;N ri , GRAMUC SCALE ��- 2qt� f
(FONTANA WATER CO, �; (', I WA P T 16403
EXIST. RfW 40 0 20 40 80 160 r�i; f ”
SIDEWALK PER R.
21EXISTING STREET , 10 `_`; 11 M, _j a t FOOTING
IMPROVEMENTS k �r t �.. �' ( IN FEET } EXISTING A.C. PVM'T. I
TO REMAIN IN PLACE I W ¢ t "
EXIST I �2 � ,� o ,_ `� 1 INCH = 40 FT L PROPOSED 4 THICK MEANDERING
N ^p 3 �S
RfW 10' 22' 22' 19' m rn LO cn z CL I
BASELINE AVENUE TYPICAL SECTION PCC SIDEWALK
82' R/W r , + z �= w w i STA 1E+9�3.32-12 337 EXISTING CURB & GUTTER
11$+36.70 GL BASELINE AVE.- , . r ° row x Ni o F- NT.S PER CITY DWG. 3063
9+99.82 CL HEMLOCK AVE(N'LY). 00 ``' + u' U
10+00.00 CL VILLAGE PARKWAY(S'LY) .- ® T IA0.5
VILLAGE PARKWAY Co + BASELINE AVENITP 04 Z
w THE REALIGNMENT OF EXISTING FACILITIES AND THE CONSTRUCTION OF
NOTE: BASIS OF BEARINGS: CURB AND GUTTER , PAVEMENT AND MEDIAN TO BE PER CITY OF
* =k EXISTING STREET LIGHTS WITH SEE SHEET 2 BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF FONTANA DWG. 3063. SIDEWALK SHOWN ON BASELINE AVENUE BETWEEN
COMBINATION TRAFFIC LIGHTVILLAGE PARKWAY AND 13EECH AVE. ARE FOR REFERENCE PURPOSES ONLY.
SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE
AND STREET LIGHT TO BE REMOVED AVENUE BEING NORTH 89'58'21 " WEST AS SHOWN ON TRACT 16085-1, RECORDED IN
PER CITY DWG. NO. 3063 MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BENCIIIMIARK Prepared By: CITY OF FONTANA CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN /,° � SHovLD CONSTRUCTION OF RE�IIRED PREPARED FOR: o����s•SHq��q� ALLAI-ID ENGENGINEERING STREET IMPROVEMENT PLANS
,o �
TWO YEARS OF TIM DATE OF APPROVAL YOUNG HOMES CITY OF FONTANA BENCHMARK NO. 361, �w44P� ���Fti� Civil Engineering - Land Surveying - Land Planning
C= 10370 Trademark Street DRAWN 61': TRACT NO. 16403-1 SCALE:
SHOWN HEREON AND CARRIED FORTH IN A 8253 Sierra Avenue
� m WF AS NOTED
DIAL TWO WORKING DILIGENT THE CITY ENGINEER MAY Rancho Cucamonga, Ga. 91730 RAILROAD SPIKE IN NORTH FAGS OF POWER POLE E o: fi 3976 1 Fontana, California 92335 BAS AVENUE
BEFORE DRYS BEFORE REQUIRE REVISIONS T® THE PLANS TO (909) 477-6715 NO. 1536697E AT THE SOUTHWEST CORNER OF * P /30/05 * (909) 356-1815 Fax (9 ) 56-1795 DESIGNED BY: 0M PARKWAY TO DATE:
Y O U DIG You DIG $RING THE11I INTO CONFORMANCE WITH Fax (909 477-6725 s O GE PARKWAY APRIL, 2003
SULTANA AVENUE AND BASELINE AVENUE. 6 IS APPRO D BY: � DRAWING NO,:�e1V1L �CHECKED iA 4 5
TOLL FREE 1-BQO-227-260Q CONDIM_ _ NS AND SiTANDAWS IN EFFECT �0> CALF Fob David S. Hammer, A.C.E. 43976 late DSH o
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT J S 1�'�CO2D /�'l�Gl W/iVr � t a ELEVATION: 1365.00' (expires 6/30/2005) CITY ENGINEER R.C.E. 51152 3369 5
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