HomeMy WebLinkAbout4312-5960.00'
(STA.
100+86.32 -
101+85.35)
75.00'
(STA.
102+24.17 -
103+06.53)
60.00'
(STA.
103+45.38 -
1 10+ 18. 53)
64.00'
(STA.
1 1 1 n25. 32 -
1 1 3+63.12)
1 1.00'
( STA.
1 1 1 +25.32 -
1 13+63. 12 )
TC ELEV. AS
SHOWN ON
SHEET L-5—
REINFORCED BLOCK WALL PER
SPPWC STD. PLAN 601-1 TYPE 3
(LATERAL PRESSURE 25 PSF)
FINISHED GRADE
11
4 PCC
SIDEWALK
0. 5:
I
TYPICAL SECTION
NOT TO SCALE
PREPARED BY:
HDR INC.
2280 MARKET STREET, SUITE 100
RIVERSIDE, CA 92501
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6.00'
( STA.
100+86.32 -
101+85.35)
z
12.00'
Ln
102+24. 17 -
103+06.53)
53.00' (TYP.)
6.00'
.(STA.
(STA.
103+45.38 -
1 10+ 18.53)
63.00' ( BUS BAY)
1 1.00'
( STA.
1 1 1 +25.32 -
1 13+63. 12 )
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TC ELEV. AS
SHOWN ON
SHEET L-5—
REINFORCED BLOCK WALL PER
SPPWC STD. PLAN 601-1 TYPE 3
(LATERAL PRESSURE 25 PSF)
FINISHED GRADE
11
4 PCC
SIDEWALK
0. 5:
I
TYPICAL SECTION
NOT TO SCALE
PREPARED BY:
HDR INC.
2280 MARKET STREET, SUITE 100
RIVERSIDE, CA 92501
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Pre red Under' The S rvlsion Df ,
OF FONTANA
CAL
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F O
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A O REV. RE 5101 DESCRIPiI�I DATE ENGR. CITY DATE
JLD CONSTRUCTION OF THE REQUIRED I RED IMPROVEMENTS NOT �� ���� o e N4� J U RU PA AVENUE STREET IMPROVEMENTS
SHOT. ��
AMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
Nwwuwv�, COI � � A 'KIM z DRAWN BY: SCALE:
NMI SHO JN HEREON AND CARRIED FORTH IN A DILIGENT MANNER W No, c 5T3T4 JM BLOCKWALL PLAN 1 "=40'
DIAL Two �;. I TY ENG I NEER MAY REQUIRE REV I S I ONS TO THE PLANS TO �,m. Iz_3I.O9 DESIGNED BY: DATE:
BEFORE DAYS ARKING THE C BRING THEM INTO CONFORMANCE WITH CONDITIONS s� ����� �,'� GM OF 2 12/5/2007
YOU DIG YOU3EFORE AND STANDARDS IN EFFECT.
��� �� .qlF OF c A��F CHECKED BY: APPROVED B : c � � � DRAWING NO.: I rJ
TOLL FREE 1-800-227' DIC' Date 12/5/07 DW �iTL.4312
A PUBLIC SERVICE BY UNDERGROUND SERVICE._2600 4
CITY ENGINEER R.C.E. 51152 DATE:
ALERT
In 1) 1d /�nn7 9: 08:38 PM DFLTUSER ..