HomeMy WebLinkAbout4580-2O
M
POPLAR AVENUE 10+00 =
SLOVER AVENUE 10+00
SCALE- 1" = 40'
0 20 40 80 120
UNDERGROUND SERVICE ALERT
o CALL: TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG!
BENCH MARK:
1" CSM CENTERLINE INTERSECTION
POPLAR AND SLOVER.
ELEV: 1049.30
W.J. McKEEVER, INC.
CIVIL ENGINEERING
647 NO. MAIN ST.,
RIVERSIDE CA. 92501
PH:(909) 341-3700
SVGA
99=415a
1057
X 1056.0
W
J
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8
LL
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+
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X 105T
�oQROFESS/ pN�C
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Q:� Nn_ 99.909 T
* Exp. 12-31-01
s�q C/v�\-
OF CADI
ss
POPLAR AVENUE 16+66.2_6 =
BOYLE AVENUE 10+00 (CL SURVEY)
/ ( M 1060
0
5
1
7+qO
10
,o
1 0
G
0
.5
8
F
6 f
9
iO 28'
j
BOYLE AVENUE
SEE SHEET 3
EXISTING EDGE
OF PVMT.
CONSTRUCTION NOTES
0 #
1 PLACE 3" AC PAVEMENT OVER 6" CLASS II BASE PER GENERAL NOTE 4.
Q CONSTRUCT 8" CURB AND GUTTER PER S.B. CO. STD. DWG. NO. 115.
O3 CONSTRUCT CONCRETE TYPE "B" SIDEWALK PER S.B. CO. STD....DWG. NO. 109.
® CONSTRUCT CROSS GUTTER PER S.B. CO. STD. DWG. NO. 119.
O CONSTRUCT COMMERCIAL DRIVE APPROACH PER S.B. CO. STD. DWG. N0. 1296.
O CONSTRUCT HANDICAP RAMP PER S.B. CO. STD. DWG. N0. 110.
O SAWCUT AND REMOVE EXISTING AC PAVEMENT.
O ADJUST TO GRADE.
O TO BE RELOCATED.
10 SAWCUT AND MATCH EXIST AC PAVEMENT. PROVIDE 0.1' MIN. THICKNESS
AC PAVEMENT OVERLAY MIN. 2' WIDE.
11 CONSTRUCT CURB OUTLET STRUCTURE PER S.B. CO. STD. DWG. NO. 210. S=4'
14 INSTALL STREET NAME/STOP SIGN PER S.B. CO. STD. DWG. NO. 303.
15 INSTALL "STOP" AND STOP LIMIT LINE PER CALTRANS MANUAL FIG. 6-33 & FIG. 6-36.
C U RVE DATA
QA L=90'26'45"
R=35.00'
L=55.25'
T=35.27'
QB A=89033'28"
R=35.00'
L=54.71'
T=34.73'
C/41EF ., Ti2h4� IC D/V/S/OA! DATE
REVISION BLOCK:
COUNTY OF SAN BERNARDINO
TRANSPORTATION/FLOOD CONTROL DEPARTMENT
DESIGNED BY DRAWN BY CHECKED BY APPROVED BY
SUBMITT Y C.D.E.
RECOMM NIJED A PR ED BY ASST. DIRECTOR OF TRANSPORTATION DATE
MARK DESCRIPTION APPR. DATE LA -DNE-LOPMENt E GINEER DATE DIRECTOR OF TRANSPORTATION DATE
STREET IMPROVEMENT PLAN I W. 0. NO.:
ROAD NO.:
POPLAR AVENUE 667450 sB
FILE NO.:
STA. 10+00.00 TO STA. 16+66.26 104-105
DR/157-101/98/APN 237-052-10 SHEET 2 OF 3
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E
(g)
SCALE- 1" = 40'
0 20 40 80 120
UNDERGROUND SERVICE ALERT
o CALL: TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG!
BENCH MARK:
1" CSM CENTERLINE INTERSECTION
POPLAR AND SLOVER.
ELEV: 1049.30
W.J. McKEEVER, INC.
CIVIL ENGINEERING
647 NO. MAIN ST.,
RIVERSIDE CA. 92501
PH:(909) 341-3700
SVGA
99=415a
1057
X 1056.0
W
J
> 8
8
LL
>Lo
c6>
J + c~i� w
Q
8 > co x t-
= w � w o 9
N (� Q �h 00
rn 5n 06 33� ,,z +
cox +� lI i clo) l
.- W c0 w
SP3 G I /
EPP
1058 - --
14 1057.7
f
O I
�lE.C.R.
10+56.50 0
+
co
X 105T
�oQROFESS/ pN�C
J
Q:� Nn_ 99.909 T
* Exp. 12-31-01
s�q C/v�\-
OF CADI
ss
POPLAR AVENUE 16+66.2_6 =
BOYLE AVENUE 10+00 (CL SURVEY)
/ ( M 1060
0
5
1
7+qO
10
,o
1 0
G
0
.5
8
F
6 f
9
iO 28'
j
BOYLE AVENUE
SEE SHEET 3
EXISTING EDGE
OF PVMT.
CONSTRUCTION NOTES
0 #
1 PLACE 3" AC PAVEMENT OVER 6" CLASS II BASE PER GENERAL NOTE 4.
Q CONSTRUCT 8" CURB AND GUTTER PER S.B. CO. STD. DWG. NO. 115.
O3 CONSTRUCT CONCRETE TYPE "B" SIDEWALK PER S.B. CO. STD....DWG. NO. 109.
® CONSTRUCT CROSS GUTTER PER S.B. CO. STD. DWG. NO. 119.
O CONSTRUCT COMMERCIAL DRIVE APPROACH PER S.B. CO. STD. DWG. N0. 1296.
O CONSTRUCT HANDICAP RAMP PER S.B. CO. STD. DWG. N0. 110.
O SAWCUT AND REMOVE EXISTING AC PAVEMENT.
O ADJUST TO GRADE.
O TO BE RELOCATED.
10 SAWCUT AND MATCH EXIST AC PAVEMENT. PROVIDE 0.1' MIN. THICKNESS
AC PAVEMENT OVERLAY MIN. 2' WIDE.
11 CONSTRUCT CURB OUTLET STRUCTURE PER S.B. CO. STD. DWG. NO. 210. S=4'
14 INSTALL STREET NAME/STOP SIGN PER S.B. CO. STD. DWG. NO. 303.
15 INSTALL "STOP" AND STOP LIMIT LINE PER CALTRANS MANUAL FIG. 6-33 & FIG. 6-36.
C U RVE DATA
QA L=90'26'45"
R=35.00'
L=55.25'
T=35.27'
QB A=89033'28"
R=35.00'
L=54.71'
T=34.73'
C/41EF ., Ti2h4� IC D/V/S/OA! DATE
REVISION BLOCK:
COUNTY OF SAN BERNARDINO
TRANSPORTATION/FLOOD CONTROL DEPARTMENT
DESIGNED BY DRAWN BY CHECKED BY APPROVED BY
SUBMITT Y C.D.E.
RECOMM NIJED A PR ED BY ASST. DIRECTOR OF TRANSPORTATION DATE
MARK DESCRIPTION APPR. DATE LA -DNE-LOPMENt E GINEER DATE DIRECTOR OF TRANSPORTATION DATE
STREET IMPROVEMENT PLAN I W. 0. NO.:
ROAD NO.:
POPLAR AVENUE 667450 sB
FILE NO.:
STA. 10+00.00 TO STA. 16+66.26 104-105
DR/157-101/98/APN 237-052-10 SHEET 2 OF 3
DWG. N0• �-158.p z o1F3�s5N�E[5�: