HomeMy WebLinkAbout2918-14DIST
COUNTY
ROUTE
KILOMETER POST
TOTAL PROJECT
SHEEP
No
TOTAL
SHEETS
08
SBd
66
17.49/19.84
6
CONSTRUCT 0.195m [7.7"] AC OVER
PER DOCUMENT RI
BOOK 591 PAGE 1
Underground Service Alert
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
28+00 29+00 30+00
END OF LANDSCAPE MAINTENANCE
BEGIN LANDSCAPE MAINTENANCE DISTRICT
FOR PARKWAY ONLY. LANDSCAPE SETBACK
TO BE MAINTAINED BY PROPERTY OWNER.
Hall k1oreman, c®
■oIr
� Civil Engineering •Planning •Surveying -Public Works
420 Exchange, Suite 100, Irvine, CA 92602-1301 — (714)665-4500
PREPARED UNDER THE SUPERVISION OF:
1 CB MODIFICATION, CONST. NOTE 36 i (�,•�$ •oY
REFERENCE PLANS REVISIONS APPROVAL DATE 1APP'ROVAL1 ATE ELIZER M. RUI R.C. 0. 46158
SCALE
HORIZ. 1:500m
VERT. 1:50m
ELIZER M. RUIZ 1 z1
l e tric
STREET CONSTRUCTION NOTES
&—CONSTRUCT
CALTRANS STD. A87 CURB & GUTTER
10 0 5 10 20
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
0.165m [6.5"] AB
@—
LIGHT 22,000 LUMENS H.P.S.V. (BY S.C.E.)
11
ADJUST TO GRADE EXIST. WATER VALVE BOX AND COVER
@—GRIND
EXISTING AC PAVEMENT TO PROVIDE 25mm [11"]
SCALE IS IN MILLIMETERS
MINIMUM AC OVERLAY (REFER TO DET. "A" ON SHEET 2)
13
REPLACE AC PAVEMENT PER APWA STD. PLAN N0. 133-1
@--RELOCATE
EXIST. FIRE HYDRANT (AS SHOWN)
17
RELOCATE EXIST. WATER METER (AS SHOWN)
&—CONSTRUCT
19mm THICK OPEN GRADED AC CAP
36 INSTALL 150mm (6") PVC SCH 40 CONDUIT SLEEK
—0
DRAWN BY-
39
REMOVE EXIST. GUARD POST
@Y�---CONSTRUCT
DRAINAGE INLET TYPE OS PER CALTRANS
FOO BO -
STANDARD PLAN NO. D72; CURB OPENING L PER PLAN
@—CONSTRUCT
DRAINAGE INLET TYPE OL PER CALTRANS
U O L C
STANDARD PLAN NO. D72; CURB OPENING L PER PLAN
@—CONSTRUCT
GUTTER DEPRESSION, INLETS ON GRADE PER
A
co
r-- -Cx' a.)_
CALTRANS STANDARD PLAN NO. D78
@—CONSTRUCT
SIDE DRAIN INSTALLATION CONNECTION PER
m
0
NO. S.P. 187A, SEE SHEET 2
53
PLUG CULVERT INLET w/ BRICK & MORTAR SEAL
55
CONSTRUCT 610mm [24"] RCP STORM DRAIN LATERAL;
SH T. N0.
SEE PROFILE FOR D LOAD -
59
CONSTRUCT CURB DEPRESSION PER DETAIL ON SHEET 2
,s
DATE
2918
14 OF 45
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EXISIING
FINI
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PER DOCUMENT RI
BOOK 591 PAGE 1
Underground Service Alert
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
28+00 29+00 30+00
END OF LANDSCAPE MAINTENANCE
BEGIN LANDSCAPE MAINTENANCE DISTRICT
FOR PARKWAY ONLY. LANDSCAPE SETBACK
TO BE MAINTAINED BY PROPERTY OWNER.
Hall k1oreman, c®
■oIr
� Civil Engineering •Planning •Surveying -Public Works
420 Exchange, Suite 100, Irvine, CA 92602-1301 — (714)665-4500
PREPARED UNDER THE SUPERVISION OF:
1 CB MODIFICATION, CONST. NOTE 36 i (�,•�$ •oY
REFERENCE PLANS REVISIONS APPROVAL DATE 1APP'ROVAL1 ATE ELIZER M. RUI R.C. 0. 46158
SCALE
HORIZ. 1:500m
VERT. 1:50m
ELIZER M. RUIZ 1 z1
l e tric
STREET CONSTRUCTION NOTES
&—CONSTRUCT
CALTRANS STD. A87 CURB & GUTTER
10 0 5 10 20
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
0.165m [6.5"] AB
@—
LIGHT 22,000 LUMENS H.P.S.V. (BY S.C.E.)
11
ADJUST TO GRADE EXIST. WATER VALVE BOX AND COVER
@—GRIND
EXISTING AC PAVEMENT TO PROVIDE 25mm [11"]
SCALE IS IN MILLIMETERS
MINIMUM AC OVERLAY (REFER TO DET. "A" ON SHEET 2)
13
REPLACE AC PAVEMENT PER APWA STD. PLAN N0. 133-1
@--RELOCATE
EXIST. FIRE HYDRANT (AS SHOWN)
17
RELOCATE EXIST. WATER METER (AS SHOWN)
&—CONSTRUCT
19mm THICK OPEN GRADED AC CAP
36 INSTALL 150mm (6") PVC SCH 40 CONDUIT SLEEK
—0
DRAWN BY-
39
REMOVE EXIST. GUARD POST
@Y�---CONSTRUCT
DRAINAGE INLET TYPE OS PER CALTRANS
FOO BO -
STANDARD PLAN NO. D72; CURB OPENING L PER PLAN
@—CONSTRUCT
DRAINAGE INLET TYPE OL PER CALTRANS
U O L C
STANDARD PLAN NO. D72; CURB OPENING L PER PLAN
@—CONSTRUCT
GUTTER DEPRESSION, INLETS ON GRADE PER
A
co
r-- -Cx' a.)_
CALTRANS STANDARD PLAN NO. D78
@—CONSTRUCT
SIDE DRAIN INSTALLATION CONNECTION PER
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FILE
NO. S.P. 187A, SEE SHEET 2
53
PLUG CULVERT INLET w/ BRICK & MORTAR SEAL
55
CONSTRUCT 610mm [24"] RCP STORM DRAIN LATERAL;
SH T. N0.
SEE PROFILE FOR D LOAD -
59
CONSTRUCT CURB DEPRESSION PER DETAIL ON SHEET 2
LEGEND
AC PAVEMENT
AC OVERLAY
GRAPHIC SCALE
( IN METERS )
7 3
10 0 5 10 20
30 40 50
1 :500m
d 5 co
NOTE: ALL DBMMONS ARB DT NITERS
5 v
(n W
.1; C ft
C -) L5 -C.-
40 60 so
EA 317900
o cv
a-
SCALE IS IN MILLIMETERS
-5
N
oru
011-
Ln
uiTYOF FONT)W
�
`��
0o
�0
6..
—0
DRAWN BY-
•� ~ C w
SCALE:
0 N
A.N.
FOO BO -
ROUTE 66
O U
CplD
U O L C
�_
�-tt
30+1S0
A
co
r-- -Cx' a.)_
Q
o 44
0
GRAPHIC SCALE
( IN METERS )
10 0 5 10 20
30 40 50
1 :500m
NOTE: ALL DBMMONS ARB DT NITERS
UNLESS vrnamillsZe
(n W
, E
�o
FOR REDUCED PLANS ORIGINAL o 20
' '
40 60 so
EA 317900
o cv
a-
SCALE IS IN MILLIMETERS
N
011-
Ln
uiTYOF FONT)W
C Int
`��
0o
DRAWN BY-
STREET WRO NTS
SCALE:
0 N
A.N.
FOO BO -
ROUTE 66
AS SHOWN
CplD
DESIGPNiED BY
27
30+1S0
DATE:
Q
o 44
CHECKED'
E.M.R. 4'-!!:
00 co
JOB NO.
APPRO
DR. NO.
SH T. N0.
0
99089
CITY ENGINEER RCE #51152
,s
DATE
2918
14 OF 45