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CB PLUG DETAIL ON SHT. 5.
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CONSTRUCT BRICK AND MORTAR PLUG PER
PIPE CLOSURE DETAIL ON SHT. 5.
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INSTALL SLEEVING 1-6" & 2-4" PER CITY STD. NO. 518
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(CHISEL "l" ON ALL CURBS).
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INSTALL 3 "
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CURVE DA TA
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PER SOILS REPORT RECOMMENDATION.
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TRACT NO. 164127
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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SUMMIT
REV. REVISION DESCRIP710N
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I -CORD DRAWING
THESE REGO ID DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF I TION COMPILED AND
FURNISHED BY OTHERS. THE ENGWEER VNILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSK)W VNFIICFI
HAVE BEEN INCORPORATED INTO THE DOCIJMEM AS
A RESULT THEREOF.
DACE ENCR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
to.�,,.
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 CONDITIONS AND
STANDARDS IN EFFECT.
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APN 226-191-18
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CONSTRUCTION NOTES
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CONSTRUCT 5"AC, NOCAP, ON 12 "COMPACTED NATIVE SOI L�j
PER SOILS REPORT RECOMMENDATION.
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CONSTRUCT 8" CURB & GUTTER PER CITY STD. DETAIL 1003.
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CONSTRUCT 3" THICK AC SIDEWALK(W=X')
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CONSTRUCT ACCESS RAMP PER CITY STD. DETAIL 1006.
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SAWCUT AND REMOVE EXISTING AC PAVEMENT.
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INSTALL STREET LIGHT 22,000 LUMEN.
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. PLAN NO. 1015
(WIDTH PER PLAN)
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REMOVE POLES l N CONJUNCTION WITH UNDERGRO UNDING OF
- _
EXISTING UTILITIES.
9O
CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1,
CASE PER DETAIL ON SHT. 5
10
CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD. 300-2
PER DETAIL ON SHEET 5 ; W=PER PLAN; V=PER PLAN
11
SAWCUT
__
12
CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 104
-
MODIFIED WIDTH=10'
16
CONSTRUCT 24" RCP D -LOAD PER PLAN
17
CONSTRUCT CONCRETE COLLAR PER APWA STD. 380-2
PER DETAIL ON SHT. 5.
18
CONSTRUCT TEMPORARY MORTAR PLUG PER
CB PLUG DETAIL ON SHT. 5.
19
CONSTRUCT BRICK AND MORTAR PLUG PER
PIPE CLOSURE DETAIL ON SHT. 5.
20
INSTALL SLEEVING 1-6" & 2-4" PER CITY STD. NO. 518
(CHISEL "l" ON ALL CURBS).
21
INSTALL 3 "
/2 (91 MM) RIGID METAL CONDUIT
BENCH MARK: 8-17 BASIS OF BEAR/NGS.
BRASS CAP /N THE CONCRETE 34SE OF 22 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY
THE SOUTH LEG OF AN SCE TOWER THE 34S/S OF BEAR/NGS FOR THIS MAP �j
343' NORTH OF HIGHLAND 0.2 M/ WEST IS THE CL OF LYTHE CREEK RD. STD. PLAN N0. 10054.
OF SAN SEVA/NE RD., 2.6 M/ WEST SHOWN AS N00'12 35 E ON RE ORD
OF SIERRA AVE. OF SURVEY AMP FILED /N NOTE: FLARE 3"AC TEMP. SIDEWALK TO MATCH
ELEVATION: # 1428.609 R.S.B. 111/99-103 DRIVEWAY GRADES.
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
Q�E�V PREPARED IN THE OFFICE OF
����� �NpMAS42 MADOLE AND ASSOCIATES, INC.
STREET IMPROVEMENT PLAN
U¢ No. 62183 v)10601 CHURCH STREET, STE. 107 DRAWN BI/V SUMMIT A VENUE SCALL
-
AS 9-30-05 RANCHO CUCAMONGA, CA 91730 DESIGNED BY: FROM 591' EAST OF KNOX A VE. E: SHOWN
PHONE (909) 948-1311 -A DATE:
�1V1� �ti� MNS �"0;�950Y WEST OF Cifi US A VE. SEPT 2003
CA Date Date : (L-0—DI CHECKED ByM A BY: DRAIMNG NO.:
RCE 62183 f1 EXP. 9-30-05 3
CY ENGINEER R.C.E. 51152 DATE 3507
J:\826-1167\streets\ST03.dwa. 12/12/2003 11:30:38 AM. JV