HomeMy WebLinkAbout3714-210+00
MATCH LINE STA. 66+25
SOUTH HIGHLAND AVE.
SEE SHEET 3
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52 I 52'
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12+00 CURVE TABLE 13+00 14+00 15+00
CURVE LENGTH RADIUS DELTA —TA—NGENT NOTE;
Cl 26.63' 112' 13'37'30" 13.38' 1. SEE SHEET 1 FOR TYPICAL STREET SECTIONS CONSTRUCTION NOTES:
C2 68.73' 38' 103'37'31 48.31' 2. SEE REFERENCE STREET SECTION SHEET 1 OF 1 FOR DESIGN STREET SECTIONS
C3 _F07— 60'46'54- 29.32'- 3. SEE REFERENCE DWG NO. 3444 FOR EXISTING STREET IMPROVEMENTS ON
C4 1 28.78' 1 100' 1 13-37'30:i 11,95' SOUTH HIGHLAND. CONSTRUCT CONCRETE CURB AND GUTTER, 8" CF PER CITY STD.
- NO. 1003.
COSTRUCT 8" ASPHALT CONCRETE DIKE PER CITY STD. NO. 136.
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TING SUBGRADE (NOTE: AB THICKNESS PER SOILS ENGINEER)
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CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. NO. 313-1
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CASE A (SEE DETAIL ON SHEET 4).
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12 CONSTRUCT BARRICADE PER CITY STD. 118.
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k_�GEND AND,�1,27 WITE LIMIT CONSTRUCTION PER SAN GABRIAL VALLEY WATER DEPARTMENT
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30'
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IN FEET
OLD HIGHLAND AVE. I inch = 20 ft
REVISION DESCRIFRON DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
9?q�of E
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL I STREET IMPROVEMENT PLANS
DRAWN BY:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, C-0 1 � 1. &14, 1 t, CYPRM AVEM SCALE:
No. 431 9 70 R.C.E. 43179 EXP 03-31 —06 SRG FROM S. HIGHLAND AVE. TO 449.00,± AS SHOWN
S
(y
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 03-31-06 DESIGNED BY: NORTH OF S. HIG LAND AVE. DATE:
clv\\, SRG PARCEL N6. 16537 10/01/04
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND OF C P,0� Date CHECKED BY: APP D BY- DRAWING NO.:
STANDARDS IN EFFECT. GGI 37M
CITY ENGINEER R. .E. 51152 DATE: 4