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CONSTRUCT 0.195m [7.7"] AC OVER
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LIGHT 22,000 LUMENS H.P.S.V. (BY S.C.E.)
0 -:1 --ADJUST
TO GRADE EXIST. WATER VALVE BOX AND COVER
+
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FOR REDUCED PLANS ORIGINAL o 20 40 60 80
' EA 317900
MINIMUM AC OVERLAY (REFER TO DET. "A" ON SHEET 2)
Q
I
@—RELOCATE
EXIST. FIRE HYDRANT (AS SHOWN)
21
RELOCATE EXISTING GUY POLE AND ANCHOR (BY OTHERS)
[n
CONSTRUCT 19mm THICK OPEN GRADED AC CAP
SCALE:
36
INSTALL 150mm (6") PVC SCH 40 CONDUIT SLEEVE 0
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@--�--RELOCATE
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GUTTER DEPRESSION, INLETS ON GRADE PER
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99089
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FILE
8 OF
NO. S.P. 187A, SEE SHEET 2
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Underground Service Alert
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
10+00
[4.47'
M
COUNTY
ROUTE
o
4
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TOTAL
SHEETS
08
SBd
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17.49/19.84
CONSTRUCT 0.195m [7.7"] AC OVER
I :500m
cn
w
LIGHT 22,000 LUMENS H.P.S.V. (BY S.C.E.)
0 -:1 --ADJUST
TO GRADE EXIST. WATER VALVE BOX AND COVER
+
EXISTING AC PAVEMENT TO PROVIDE 25mm [1"]
FOR REDUCED PLANS ORIGINAL o 20 40 60 80
' EA 317900
MINIMUM AC OVERLAY (REFER TO DET. "A" ON SHEET 2)
-T—
REPLACE AC PAVEMENT PER APWA STD. PLAN NO. 133-1
@—RELOCATE
EXIST. FIRE HYDRANT (AS SHOWN)
21
RELOCATE EXISTING GUY POLE AND ANCHOR (BY OTHERS)
35
CONSTRUCT 19mm THICK OPEN GRADED AC CAP
SCALE:
36
INSTALL 150mm (6") PVC SCH 40 CONDUIT SLEEVE 0
Q
@--�--RELOCATE
& ADJUST TO GRADE EXIST. WATER RISER,
DESIGNED BY
1.000m [3.28'] BACK OF CURB
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48
CONSTRUCT DRAINAGE INLET TYPE OS PER CALTRANS
E.M. .
U)
w
GUTTER DEPRESSION, INLETS ON GRADE PER
JOB N0.
CALTRANS STANDARD PLAN NO. D78
>
>
99089
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FILE
8 OF
NO. S.P. 187A, SEE SHEET 2
53
PLUG CULVERT INLET w/ BRICK & MORTAR SEAL
54
CONSTRUCT 460mm [18"] RCP
STORM DRAIN LATERAL;
SEE PROFILE FOR D LOAD
59
CONSTRUCT CURB DEPRESSION
PER DETAIL ON SHEET 2
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Underground Service Alert
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
10+00
[4.47'
M
0.407
o MH
BEGIN LANDSCAPE MAINTENANCE
DISTRICT FOR PARKWAY AND
LANDSCAPE EASEMENT
REFERENCE PLANS
11+00
COUNTY
ROUTE
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TOTAL
SHEETS
08
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17.49/19.84
CONSTRUCT 0.195m [7.7"] AC OVER
I :500m
cn
w
LIGHT 22,000 LUMENS H.P.S.V. (BY S.C.E.)
0 -:1 --ADJUST
TO GRADE EXIST. WATER VALVE BOX AND COVER
+
EXISTING AC PAVEMENT TO PROVIDE 25mm [1"]
FOR REDUCED PLANS ORIGINAL o 20 40 60 80
' EA 317900
MINIMUM AC OVERLAY (REFER TO DET. "A" ON SHEET 2)
13
REPLACE AC PAVEMENT PER APWA STD. PLAN NO. 133-1
@—RELOCATE
EXIST. FIRE HYDRANT (AS SHOWN)
21
RELOCATE EXISTING GUY POLE AND ANCHOR (BY OTHERS)
35
CONSTRUCT 19mm THICK OPEN GRADED AC CAP
0.407
o MH
BEGIN LANDSCAPE MAINTENANCE
DISTRICT FOR PARKWAY AND
LANDSCAPE EASEMENT
REFERENCE PLANS
11+00
CONST. NOTE 36
REVISIONS
EN -'S.
APPROVALFDATE
0.237% 1
12+00
--94 5ffi-WN
�. 30m—Gr—
OUNTY OF SAN BERNARDINO HOLDER
F AN EASEMENT FORjeC,UBLIC ROADS,
4 P.M.B. 117/85-86
none ruin nc
momr.Hall411% qw1m
kureman, Inc.
-mor.A Civil Engineering •Planning •Surveying -Public Works
420 Exchange, Suite 100, Irvine, CA 92602-1301 — (714)665-4500
PREPARED UNDER THE SUPERVISION OF:
KIT;Y;�
PR VAL ATE ELIZER M. RUIP 4r.C.E. NO. 46158
SCALE
HORIZ. 1:500m
VERT. 1:50m
ELIZER M. RUIZ 1 z1
DIST
COUNTY
ROUTE
KILOMETER POST
TOTAL PROJECT
SHEEP
No
TOTAL
SHEETS
08
SBd
o
�
17.49/19.84
CONSTRUCT 0.195m [7.7"] AC OVER
I :500m
0.165m [ 6.5"] AB
°'
LIGHT 22,000 LUMENS H.P.S.V. (BY S.C.E.)
0 -:1 --ADJUST
TO GRADE EXIST. WATER VALVE BOX AND COVER
+
EXISTING AC PAVEMENT TO PROVIDE 25mm [1"]
FOR REDUCED PLANS ORIGINAL o 20 40 60 80
' EA 317900
MINIMUM AC OVERLAY (REFER TO DET. "A" ON SHEET 2)
13
REPLACE AC PAVEMENT PER APWA STD. PLAN NO. 133-1
@—RELOCATE
EXIST. FIRE HYDRANT (AS SHOWN)
21
RELOCATE EXISTING GUY POLE AND ANCHOR (BY OTHERS)
35
CONSTRUCT 19mm THICK OPEN GRADED AC CAP
SCALE:
36
INSTALL 150mm (6") PVC SCH 40 CONDUIT SLEEVE 0
Q
@--�--RELOCATE
& ADJUST TO GRADE EXIST. WATER RISER,
DESIGNED BY
1.000m [3.28'] BACK OF CURB
i—
J
48
CONSTRUCT DRAINAGE INLET TYPE OS PER CALTRANS
E.M. .
U)
w
GUTTER DEPRESSION, INLETS ON GRADE PER
JOB N0.
CALTRANS STANDARD PLAN NO. D78
>
>
99089
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FILE
8 OF
NO. S.P. 187A, SEE SHEET 2
53
CONST. NOTE 36
REVISIONS
EN -'S.
APPROVALFDATE
0.237% 1
12+00
--94 5ffi-WN
�. 30m—Gr—
OUNTY OF SAN BERNARDINO HOLDER
F AN EASEMENT FORjeC,UBLIC ROADS,
4 P.M.B. 117/85-86
none ruin nc
momr.Hall411% qw1m
kureman, Inc.
-mor.A Civil Engineering •Planning •Surveying -Public Works
420 Exchange, Suite 100, Irvine, CA 92602-1301 — (714)665-4500
PREPARED UNDER THE SUPERVISION OF:
KIT;Y;�
PR VAL ATE ELIZER M. RUIP 4r.C.E. NO. 46158
SCALE
HORIZ. 1:500m
VERT. 1:50m
ELIZER M. RUIZ 1 z1
DIST
COUNTY
ROUTE
KILOMETER POST
TOTAL PROJECT
SHEEP
No
TOTAL
SHEETS
08
SBd
66
VARIABLE PAVEMENT THICKNESS AC OVERLAY
17.49/19.84
CONSTRUCT 0.195m [7.7"] AC OVER
I :500m
0.165m [ 6.5"] AB
� etric
STREET CONSTRUCTION NOTES
O—CONSTRUCT
CALTRANS STD. A87 CURB & GUTTER
12
�$=.._
TYPE A2-200
Q --CONCRETE
SIDEWALK PER LANDSCAPE PLANS (N.A.P.)
4
SAWCUT 0.609m [2'] FROM EXIST. EDGE OF PAVEMENT
5�) —CONSTRUCT
VARIABLE PAVEMENT THICKNESS AC OVERLAY
6
CONSTRUCT 0.195m [7.7"] AC OVER
I :500m
0.165m [ 6.5"] AB
8a—STREET
LIGHT 22,000 LUMENS H.P.S.V. (BY S.C.E.)
0 -:1 --ADJUST
TO GRADE EXIST. WATER VALVE BOX AND COVER
@—GRIND
EXISTING AC PAVEMENT TO PROVIDE 25mm [1"]
FOR REDUCED PLANS ORIGINAL o 20 40 60 80
' EA 317900
MINIMUM AC OVERLAY (REFER TO DET. "A" ON SHEET 2)
13
REPLACE AC PAVEMENT PER APWA STD. PLAN NO. 133-1
@—RELOCATE
EXIST. FIRE HYDRANT (AS SHOWN)
21
RELOCATE EXISTING GUY POLE AND ANCHOR (BY OTHERS)
35
CONSTRUCT 19mm THICK OPEN GRADED AC CAP
SCALE:
36
INSTALL 150mm (6") PVC SCH 40 CONDUIT SLEEVE 0
F001M]BOULL?VAS
ROUTE 66
@--�--RELOCATE
& ADJUST TO GRADE EXIST. WATER RISER,
DESIGNED BY
1.000m [3.28'] BACK OF CURB
47
REMOVE AND EXIST. SD RISER
48
CONSTRUCT DRAINAGE INLET TYPE OS PER CALTRANS
E.M. .
STANDARD PLAN NO. D72; CURB OPENING L PER PLAN
&--CONSTRUCT
GUTTER DEPRESSION, INLETS ON GRADE PER
JOB N0.
CALTRANS STANDARD PLAN NO. D78
@—CONSTRUCT
SIDE DRAIN INSTALLA11ON CONNECTION PER
99089
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FILE
8 OF
NO. S.P. 187A, SEE SHEET 2
53
PLUG CULVERT INLET w/ BRICK & MORTAR SEAL
54
CONSTRUCT 460mm [18"] RCP
STORM DRAIN LATERAL;
SEE PROFILE FOR D LOAD
59
CONSTRUCT CURB DEPRESSION
PER DETAIL ON SHEET 2
LEGEND
!/ZZ/0 AC PAVEMENT � �� -0 ��
AC OVERLAY � o
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cc
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12
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N
GRAPHIC SCALE
i
s
( IN METERS )
10 0 5 10 20 30 40 50
I :500m
NUM: ALL D SIONS ARB IN UNL3183 SHOWN4-1
FOR REDUCED PLANS ORIGINAL o 20 40 60 80
' EA 317900
o M
a_ 65
SCALE IS IN MILLIMETERS
oLn
uiTY OF FONTANA,CAIMORNU=
010
DRAWN BY
STREET WRO NTS
SCALE:
a)
A.N.
F001M]BOULL?VAS
ROUTE 66
SHOWN
C,l
i o
DESIGNED BY
FAST A A. 12+50
DATE:
0-5
o m
CHECKED
E.M. .
00 co
JOB N0.
l DR. NO.
SH T. N0.
0) CIN
CD45
99089
CITY ENGINEER RCE #51152 D TE IZi918
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