HomeMy WebLinkAbout4750-4W
SCALES
HORIZ. 1"=40'
VERT. 1'=4'
10
10
JURUPA AVENUE
'ZIic
CURVE DATA
RADIUS
DELTA
LENGTH
TANGENT
C1
948.00'
652'32'
113.76'
56.95'
C2
1040.00'
6'51'27'
124.47'
62.31'
50.00'
4709'23'
41.15'
21.82'
C4
1040.00'
8'17'32'
150.52'
75.39'
C5
35.00'
5327'07'
32.65'
17.62'
C6
960.00'
609'50"
103.28'
51.69'
C7
50.00'
43'56'44'
38.35'
20.17'
C8
1003.00'
1702'26'
210.78'
105.78'
C9
1007.00'
1702'26'
211.62'
106.20'
C10
273.00'
8'09'35'
38.88'
19.47'
C11
507.00'
4 40'09'
41.32'
20.67'
C12
1007.00'
5'53'01'
103.41'
51.75'
C13
993.00'
8'47'34'
152.39'
76.34'
C14
2.00'
180'00'00'
6.28'
BENCH MARK:
KOYLRVAD SPIKE IN POWER POLE (71833, N.E. CORNER
POPLAR AVE. do SANTA ANA AVE. EST. FROM BM B-38.
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CONSTRUCT IMPROVEMENTS PER
CITY OF FONTANA JURUPA AVENUE
STREET IMPROVEMENTS DWG. NO. 4312
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APN 237-131-12
980
' 19
60" SD
60" SD
CONSTRUCT 6 1/2" A.C. OVER 12" A.B. PER CITY STD. NO. 401 AND 402 (23,600 SF)
a � &- CONSTRUCT 8" CURB ONLY PER CITY STD. N0. 1000
B E E C H A V E N U E 3 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. NO. 1000
L = 90' CONSTRUCT SIDEWALK PER CITY STD. NO. 1006 RECORD O AA W I N G
INDICATES LINE OF SIGHT
�5 -- CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. 1002 (MODIFIED) SEE DETAIL SHEET 2
PARABOLIC CURVE TANGENT PARABOLIC CURVE LIMITED USE AREA O6 - SAWCUT AND REMOVE EXISTING AC PAVEMENT
L 3 L/3 L/3 REPLACEMENT PAVEMENT TO BE 12" FULL DEPTH A.C.
REVERSE TAPER LINE O7 -- SAWCUT AND JOIN EXIST. PAVEMENT PER DETAIL ON SHEET 2
31:� o
O8 - RELOCATE POWER POLE AND GUY WIRES BY OTHERS
CONSTRUCT A.C. OVERLAY (0.10' MIN.) OVER EX. PAVEMENT -HEADER CUT TO MEET 0.10
REQUIREMENT AS NECESSARY.
10 ADJUST SMH OR SDMH TO GRADE 0
BASE LINE 11 REMOVE AND DISPOSE OF EXISTING CONCRETE SWALE
REVERSE MEDIAN TAPER DETAIL 12 REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER GRAPHIC SCALE i"=40'
NOT TO SCALE 13 CONSTRUCT REMOVABLE CURB FACE PLATE & COVER SEE DETAIL SHEET 2
14 CONSTRUCT REVERSE MEDIAN TAPER PER DETAIL SHEET 4 40 20 0 40 80 120
SHOULD CONSTRUCTION OF THE REQUIRED A L 8 E B T A. CIVIL ENGINEERS CITY OF FONTANAt CALIFORNIA
WEBB
IMPROVEMENTS NOT COMMENCE WITHIN TWO NIL3788 McCRAY STREET
RIVERSIDE CA 92506 STREET IMPROVEMENT PLANS
YEARS OF THE DATE OF APPROVAL SHOWN HEREON $ 8 A 8 8 C z A T B 8 PH. (951) 686-1070 DRAWN BY:
AND CARRIED FORTH IN A DILIGENT MANNER, THE a19
JURUPA BUSINESS PARK
� a -. AS NOTED
4REPD UNDER THE SU ERVISION OF:
BEFORE w G CITY ENGINEER MAY REQUIRE REVISIONS TO THE NIX c44 DESIGNED BY: BEECH AVENUE DATE:
You GdRD DRAW/M!r s•siy !�'t G so►1�( PLANS TO BRING THEM INTO CONFORMANCE WITH ��rE CIVIL GJ9 STA 10+00. TO 18+37.00 Feb 14, 2012
mut A t�X Irf-u�-26W 1 REVISE STREET LIGHT STATIONS & SIDEWALKS /26/12 DML �Z �J ' CHECKED BY: APPRO 4
Air REV. 0
DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. (/ RB & 4 ge , ew---v g t 4
HILD DT R.C.E. 447 2 CITY ENGINEER .C.E. 51152 DATE 4750 JY
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1.11111
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14
9%
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MEN
19
1.
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•
fi-
n
no
M
O
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17 18
1.
19
APN 237-131-12
980
' 19
60" SD
60" SD
CONSTRUCT 6 1/2" A.C. OVER 12" A.B. PER CITY STD. NO. 401 AND 402 (23,600 SF)
a � &- CONSTRUCT 8" CURB ONLY PER CITY STD. N0. 1000
B E E C H A V E N U E 3 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. NO. 1000
L = 90' CONSTRUCT SIDEWALK PER CITY STD. NO. 1006 RECORD O AA W I N G
INDICATES LINE OF SIGHT
�5 -- CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. 1002 (MODIFIED) SEE DETAIL SHEET 2
PARABOLIC CURVE TANGENT PARABOLIC CURVE LIMITED USE AREA O6 - SAWCUT AND REMOVE EXISTING AC PAVEMENT
L 3 L/3 L/3 REPLACEMENT PAVEMENT TO BE 12" FULL DEPTH A.C.
REVERSE TAPER LINE O7 -- SAWCUT AND JOIN EXIST. PAVEMENT PER DETAIL ON SHEET 2
31:� o
O8 - RELOCATE POWER POLE AND GUY WIRES BY OTHERS
CONSTRUCT A.C. OVERLAY (0.10' MIN.) OVER EX. PAVEMENT -HEADER CUT TO MEET 0.10
REQUIREMENT AS NECESSARY.
10 ADJUST SMH OR SDMH TO GRADE 0
BASE LINE 11 REMOVE AND DISPOSE OF EXISTING CONCRETE SWALE
REVERSE MEDIAN TAPER DETAIL 12 REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER GRAPHIC SCALE i"=40'
NOT TO SCALE 13 CONSTRUCT REMOVABLE CURB FACE PLATE & COVER SEE DETAIL SHEET 2
14 CONSTRUCT REVERSE MEDIAN TAPER PER DETAIL SHEET 4 40 20 0 40 80 120
SHOULD CONSTRUCTION OF THE REQUIRED A L 8 E B T A. CIVIL ENGINEERS CITY OF FONTANAt CALIFORNIA
WEBB
IMPROVEMENTS NOT COMMENCE WITHIN TWO NIL3788 McCRAY STREET
RIVERSIDE CA 92506 STREET IMPROVEMENT PLANS
YEARS OF THE DATE OF APPROVAL SHOWN HEREON $ 8 A 8 8 C z A T B 8 PH. (951) 686-1070 DRAWN BY:
AND CARRIED FORTH IN A DILIGENT MANNER, THE a19
JURUPA BUSINESS PARK
� a -. AS NOTED
4REPD UNDER THE SU ERVISION OF:
BEFORE w G CITY ENGINEER MAY REQUIRE REVISIONS TO THE NIX c44 DESIGNED BY: BEECH AVENUE DATE:
You GdRD DRAW/M!r s•siy !�'t G so►1�( PLANS TO BRING THEM INTO CONFORMANCE WITH ��rE CIVIL GJ9 STA 10+00. TO 18+37.00 Feb 14, 2012
mut A t�X Irf-u�-26W 1 REVISE STREET LIGHT STATIONS & SIDEWALKS /26/12 DML �Z �J ' CHECKED BY: APPRO 4
Air REV. 0
DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. (/ RB & 4 ge , ew---v g t 4
HILD DT R.C.E. 447 2 CITY ENGINEER .C.E. 51152 DATE 4750 JY