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VERT. - 1" = 4'
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SANTA ANA AVE. &JUNIPER AVE.
S/E CURB RETURN ACCESS RAMP
PER STD. PLAN NO 1003
SCALE: 1 "=20'
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
TANGENT
B
90'07'01 "
50.00'
78.64'
50.10'
SANTA ANA AV NU CONSTRUCTION NOTES:
a �� � 0 SAW -CUT & REMOVE EXISTING A.C. PAVEMENT.
c pl _! wept MM
V) ( O2 PROPOSED TRAFFIC SIGNAL - SEE SIGNAL PLANS
0 af(=)i COWJ re REMOVE/RELOCATE ALL EXISTING TREES/SHRUBS/TREES STUMPS WITHIN PUBLIC R/W.
ub� O4 REMOVE EXISTING CURB AND GUTTER
O _
Z _ T E
TC
8
�FM
_ 1 5O REMOVE EXISTING SIDEWALK
_- ,4 TC
' `S _ Lo V) �� 6 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003
+ 1059.91 co O
"l W c_!T__O7 RELOCATE EXISTING POWER POLE BY SCE FOR REFERENCE
oda �dg Y < -dS
fD Y .e
Q W 30 30 ego 30 _88 i �+»+ % AO8 REMOVE EXISTING RESIDENTIAL DRIVEWAY
rn �; 9O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000
_
cow / cof / / / / �. _ / i _ < / / /� / / ' /
V' /
I 1 1 rn 1 25 10 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN & DETAILS)
72 NN I � :u6u
1058.45TC i a�� -<�
13 13 M_ 13 1057.78FL 13 ��s sx 11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN 1003.
W W 29 29 29
__ � _zz_ � 12 CONSTRUCT 4" A.C. OVER 6" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
-4--
J / 1059:62 -� 13 CONSTRUCT 5-1 /2" A.0 I OVER 1E0" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
moi° 059.56 eM
I - _ FOR NEW PAVING IN SANTA ANA AVENUE (T.I.=9.0)
M 00 =r- o Kir �� rn o X10 o oio �0 3 ,.� o n'o ' o ,� cG ^" ; a 14 CONSTRUCT 5-1 2" A.C. OVER 10 A.B. OVER 12 OF NATIVE (COMPACTED TO 95%
U W N CV CD K7 O) Z c0; Z cn Z (n 3 W O Z O N Uo Z O Z K) 3 F o O / )
oc N ^'x o o - x co Ki co < o a � a ,-< ~ 3 a ¢ co of J a � a o ao i FOR NEW PAVING IN CYPRESS AVENUE (T.L=9.0)
W � r- O O N O W - u Lof- to O W
25 L+ +N +m +�� N N U) + O U p)O �� NN stN �� a0
Q 30 �� �� cnN�z�� �N �Q �F ^+ J ^_ Lj
o ^ci ^�, �_ �� ,' / �- I 15 REMOVE EXISTING MAILBOX
o v ¢ va �X.4- u, �a '0-"00 ,o �o o, vo o vcn
3 W v) Lo o c� o_ V) a 3
N 0D "' x � cl ~ x x� x w3 x x~ x x ~ x x x x x x 16 REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY)
`LD >' `" `'� 16 23 15 17 6 21 8 0 22 7 25 25 25 25 21 23 25 25 16 N m SEE SHEET 6 17 AJUST TO GRADE EXISTING SEWER MANHOLE
MATCHLINE - STA. 36+34.48 ECR 18 ADJUST TO GRADE EXISTING STORM DRAIN MANHOLE
10 -- - -� 10 ---- - --0 - ------ - - - O
I JUNIPER AVENUE 19 ADJUST TO GRADE EXISTING WATER VALVE
20 RELOCATE EXISTING FIRE HYDRANT (BY FONTANA WATER COMPANY)
21 REMOVE AND CAP EXISTING SEWER CLEAN OUT
22 REMOVE EXISTING GAS METER
23 PROPOSED STREET LIGHT - SEE STREET LIGHT PLANS
24 REMOVE OR RELOCATE EXISTING STREET LIGHT - SEE STREET LIGHT PLANS
25 REMOVE EXISTING STAND PIPE
26 REMOVE EXISTING FENCE
PAVEMEW LEGEND 27 CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. PLAN 1007
O CONSTRUCT SIDEWALK AROUND OBSTRUCTION PER FONTANA STD. PLAN 1006, AND
- REMOVE EXISTING 28 DETAIL ON SHEET 2
AC PAVEMENT 29 CONTRACTOR TO CONTACT SAN GABRIEL VALLEY WATER COMPANY IN REGARD
- CONSTRUCT NEW TO EXISTING CONCRETE WATER LINES AND CONFLICTS WITH ROAD IMPROVEMENTS
ASPHALT PAVEMENT 0 20 40 80 120 30 GRIND AND OVERLAY EXISTING PAVEMENT. 5' WIDTH MIN.
- CONSTRUCT NEW
PCC SIDEWALK
- GRIND AND OVERLAY SCALE:1 "=40'
- CONSTRUCT PCC
IMPROVEMENTS
DRP 15-017
BASIS OF BEARINGS: BENCH MARK:Q O SHOULD CONSTRUCTION OF THE REQUIRED oQROFESS/pNq� Prepared under The Supervision Of : CITY OF FONTANA, CALIFORNIA
CITY OF FONTANA BENCHMARK N0. �`� RD ST Fti Thienes Engineering, lnC. STREET IMPROVEMENT PLAN
SEE DETAIL SHEET 1 IMPROVEMENTS NOT COMMENCE WITHIN TWO �� F` �� CML ENG/NEER/NG • LAND SURVEYING
289 o YEARS OF THE DATE OF APPROVAL SHOWN HEREON, 2� 14349 FIRESTONE BOULEVARD DRAWN BY: SANTA ANA AVENUE SCALE:
Ag SHOWN
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF rn LA M/RADA, CAL/FORN/A 90638
POWERPOLE NUMBER 61319 AT THE NORTHEAST DIAL AND CARRIED FORTH IN A DILIGENT MANNER THE * R.C.E. NO. 56155 i * PH.(714)521-4811 FAX(714)521-4173 G.P. FROM STA. 45+00.00 TO JUNIPER AVENUE
TW❑ W❑RK I NGxp 12-31-18 Q DESIGNED BY: SOUTH WEST FONTANA LOGISTICS CENTER DATE:
CORNER OF THE INTERSECTION OF SANTA ANA AVENUE BEFORE DAYS BEF❑RE jr) N
CITY ENGINEER MAY REQUIRE REVISIONS TO THE � S/E CORNER OF SANTA -ANA &CYPRESS AVE (PARK SITE)
AND CATAWBA AVENUE. Y❑U DIG 9 M.S.R.
Y❑U DIGARCEViAA� NO, 19711
ELEVATION = 1032.22' TOLL FREE 1-800-227-2600 PLANS TO BRING THEM INTO CONFORMANCE WITH �F ����� o`�I(o
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 � AL F ate � CHECKED BY: APP D DRAWING NO.:
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. REINHARD STENZEL RCE NO. 56155 DATE: 5707
R.S. CITY ENGINEER R.C.E. 51152 9