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9 COUNTRY VILLAGEIMULLBER
INT ERSECTION,,,PHILADELPI
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CITY Olf�170'KTANA 4 89*222J' W
COUNTY OF RIVERSIDE
I SAWCUT LINE -
JOIN EX. AC PAVEMENT
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0
Ln 01
1
6
a
666
PHILADELPHIA
SAWCUT LINE/JOIN EX AC PVMT
0 5 10 20 30 40
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:---(sS)
CONSTRUCTION NOTES:
M PROTECT IN PLACE,
O REMOVE EXISTING PCC, AC, BASE, AND/OR SOIL.
CONSTRUCT 10 FT CROSS CUTTER AND SPANDREL
PER COUNTY OF RIVERSIDE STD. NO. 209.
CONSTRUCT 0.58 FT THICK ASPHALT CONCRETE
OVER 0.50 FT THICK AGGREGATE BASE.
O CONSTRUCT TYPE A-8 CURB AND GUTTER PER
COUNTY OF RIVERSIDE STD. NO. 201.
CONSTRUCT CURB RAMP PER COUNTY OF
RIVERSIDE STD. NO. 403, CASE PER PLAN
INCLUDING RETAINING CURB.
AVENUE
CONSTRUCT 0.33 FT THICK P.C.C. SIDEWALK
PER COUNTY OF RIVERSIDE STD. NO. 401.
O GRADE ONLY,
@) ADJUST MANHOLE FRAME AND COVER TO GRADE.
10 ADJUST WATER VALVE FRAME AND COVER TO GRADE BY OTHERS. (WATER CO.)
11 ADJUST GAS VALVE FRAME AND COVER TO GRADE BY OTHERS. (GAS CO.)
@ REMOVE EXISTING TREE.
13 RELOCATE BY OTHERS. (GAS CO.)
14 RELOCATE EXISTING STREET LIGHT OR POWER POLE BY OTHERS (SCE).
SS SEE SIGNING AND STRIPING PLAN.
SEE LEFT
STA. 18+40 - MATCHLINE
.... ........ .......
..... .....
7 -;r��Z7 77
no . . •...... C,
-k .........
SAWCUT LINE Z cli
14
JOIN EX AC PVMT
--cD
C' • I-
CD
—r4-4% "z' �8 - 5%
I r— 1"% r— f, I rl% -
R/W
18+25
GB, 65.00' RT 65.00' RT
62
UA x: "�' PROPOSED
838.99 FIL
0 TC — 839.74 FL 0, 7 9.66 TIC
�AW6 LINE & FINISHED
5 2 EXISTING AC PAVEMENT SURFACE
;JOIN EXISTING
GAS LINE SIGN
AND BASE 2-
0.58' AC
13 AC PAVEMENT CDP U -j
!�J ()7
Al ""l, re
GAS Ll
11 84
8+75
0.1 6 9.49 FL -p 0.2 %) - - -----------------------
,f840.16 TC 83 018+00 -BEGIN C&C -------------------------------------------
84---- -- -- ----------------- -----------
Q2 p _p!:LN % PER PLm X,
NATURAL
9.41 TIC 838.74 FIL -----------
5
EXISTING SIDEWALK SECTION A -A
ry P /W N*NNA%0r*J%d, 0 ^PIM M, RVd%L& 9 ANN I AN MAA
SS
EOP 0. 0' AB GROUND
EXISTING CURB & GUTTER
Img
STA. 18+40 - MATCHLINE
SEE RIGHT
CURVE TABLE
EX RIGHT OF WAY (R/W)
RADIUS
EX BACK OF WALK
LENGTH
EX DRIVEWAY/RAMP
CHORD
EX TOP OF CURB (TC)
45.00'
EX EDGE OF GUTTER/CONC
70.98'
EX EDGE OF PAVEMENT (EOP)
63.85'
EX TOE
35,00'
EX BLOCK WALL
.. .......
EX GAS LINE
N v
EX WATER LINE
ROP CURB
PROP GUTTER
PROP BERM/DIKE
PROP FLOWLINE
EX FLOWLINE
EX MANHOLE
EX FIRE HYDRANT
EX GAS VALVE
EX WATER VAVLE
EXISTING POWER POLE (PP)
EX TREE
EX STREET LAMP
X 543. 4,i`
EX SURFACE ELEV
pc� 7r
EX TC/FL ELEV
(842.12)
EX ELEV
(L4o7.EX
.1
SLOPE
PROP SLOPE
EX NATURAL GROUND
SEE NOTE
SEE NOTE
SEE NOTE
SEE NOTE
PROP AC
PROP BASE
R/W
18+25
GB, 65.00' RT 65.00' RT
62
UA x: "�' PROPOSED
838.99 FIL
0 TC — 839.74 FL 0, 7 9.66 TIC
�AW6 LINE & FINISHED
5 2 EXISTING AC PAVEMENT SURFACE
;JOIN EXISTING
GAS LINE SIGN
AND BASE 2-
0.58' AC
13 AC PAVEMENT CDP U -j
!�J ()7
Al ""l, re
GAS Ll
11 84
8+75
0.1 6 9.49 FL -p 0.2 %) - - -----------------------
,f840.16 TC 83 018+00 -BEGIN C&C -------------------------------------------
84---- -- -- ----------------- -----------
Q2 p _p!:LN % PER PLm X,
NATURAL
9.41 TIC 838.74 FIL -----------
5
EXISTING SIDEWALK SECTION A -A
ry P /W N*NNA%0r*J%d, 0 ^PIM M, RVd%L& 9 ANN I AN MAA
SS
EOP 0. 0' AB GROUND
EXISTING CURB & GUTTER
Img
STA. 18+40 - MATCHLINE
SEE RIGHT
CURVE TABLE
RADIUS
DELTA
LENGTH
TANGENT
CHORD
45.00'
99 22' 12"
70.98'
45.29'
63.85'
35,00'
89* 55' 12"
54.93'
34.95'
49.46'
PROPOSED FINISHED SURFACE
OVER STREET CL
TT
Wly XCU ER MULBERRY/COUNTRY VILLAGE
FI (11
11 NO all On I IS W
EXISTING FINISHED SURFACE
OVER STREET CL
E'LY XGUTTER
FL
843'
A
842' _LQ. 4 %
+
-84 IL
-71
840'
839�+50 10 00
-
10+50 11+001i�i
100,
PHILADELPHIA AVENUE CL PROFILE I Io
CROSSING MULBERRY/COUNTRY VILLAGE
SCALE: H: 1 10'
x
V: 1 5' 10'�
10 30'
....--40
100
REV. I REVISION DESCRIPTION
I [ZECORI?
DATE I ENGR. I CITY� I DATE
11-0(0.0-3144&1 'P") 11
APPROVED:
COUNTY OF RIVERSIDE
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DIRECTOR OF TRANSPORTATION
I f
-2`>716 11
DATE
17'
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
Uj
M V)
C—)
EXISTING AC PAVEMENT
6
AND BASE I kyV)
'
(PER. LL�LN 7) 0.58AC — — — — — -
v
...... ......
- 0.50AB
EXISTING CURB GUTTER '
EXISTING SIDEWALK SECTION 8-8
O'A%F% FM 000 ALf%05 fNM MAL ASSAPILM RP
BENCHMARK.
RIVERSIDE COUNTY / M1,41-1 ELEV=841.262 (IN LIEU OF M.L.41-1-64)
AT THE SOUTHWEST CORNER OF PHILADELPHIA AVENUE AND
MULBERRY AVE I FT NORTH OF A MARKER POST A BRASS
DISK SET IN THE TOP OF A CONCRETE POST MARKED M. L. 4 1 - 1
A-7 Wl LLDAN
A. </ 13191 Crossroads Parkway North, Suite 405
Industry, CA 91746-3497 DRAWN BY:
(562) 908-6200
No. C06015)r'" UNDER THE SUPERVISION OF: AL
c:r—, EXP. 03 DESIGNED BY:
-p Date: '711407- ScB
elm 44L CHECKED BY:
OF CNOCARLOS A. ANO R.C.E. NO. C060153
I cz
R/W
NATURAL
GROUND
Q: \ 12364 \3021 \206sO2. dwg
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
IVUL BERR Y A VENUEICOUN TR Y PILLAGE ROA D SCALE:
Y
1 P)=20
AND DATE:
PHJL�ADFLPHIA AVENUE 03114101
Aj,PRj00VED 7. DRAWING NO.: 121
29.30 115
t,ITY ENGINEER R.C.E. 51152 DATE: