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mmrA Civil Engineering •Planning •Surveying •Public Works
420 Exchange, Suite 100, Irvine, CA 92602-1301 — (714)665-4500
PREPARED UNDER THE SUPERVISION OF:
1 CONST. NOTE 36 I _I�,.�g •oy
REFERENCE PLANS REVISIONSENx. GfCS. DATE QTY DATE
APPROVVAL APPROVAL ELIZER M. RUIZ R.C. NO. 46158
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STREET CONSTRUCTION NOTES
10 --CONSTRUCT CALTRANS STD. A87 CURB &GUTTER
CON
TYPE A2-200.
2�CONCRETE SIDEWALK PER LANDSCAPE PLANS (N.A.P.)
4—SAWCUT 0.609m [2'] FROM EXIST. EDGE OF PAVEMENT
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Q—CONSTRUCT VARIABLE PAVEMENT THICKNESS AC OVERLAY
6O --CONSTRUCT 0.195m [7.7"] AC OVER
0.165m [6.5"] AB
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@>—STREET LIGHT 22,000 LUMENS H.P.S. V. (BY S.C.E.)
G ADJUST TO GRADE EXIST. WATER VALVE BOX AND COVER
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@—GRIND EXISTING AC PAVEMENT TO PROVIDE 25mm [1"]
MINIMUM AC OVERLAY (REFER TO DET. "A" ON SHEET 2
-71
13 REPLACE AC PAVEMENT PER APWA STD. PLAN N0. 133-1
&—RELOCATE EXIST. FIRE HYDRANT
35 CONSTRUCT 19mm THICK OPEN GRADED AC CAP
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INSTALL 150mm (6") PVC SCH 40 CONDUIT SLEEVE
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@—�:�REMOVE EXIST. SD RISER
@—CONSTRUCT DRAINAGE INLET TYPE OS PER CALTRANS
STANDARD PLAN N0. D72; CURB OPENING L PER PLAN
@--CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS
STANDARD PLAN N0. D72; CURB OPENING L PER PLAN
51 CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER
CALTRANS STANDARD PLAN N0. D78
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52 DRAIN INSTALLATION CONNECTION
SANSTRUCT BERNARD NOCOUNTY FLOOD CONTROL DISTRICT FILESIDE
VET. 1:50m
S.P. 187A, SEE SHEET 2
@�NO.
PLUG CULVERT INLET w/ BRICK &MORTAR SEAL
55 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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AC OVERLAY
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ELIZER M. RUIZ
DATE
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GRAPHIC SCALE
( IN METERS )
10 0 5 10 20 30 40 50
1 :500m
NOTE: ALL D ONS ARE IN UNLBSS SHOWN 4-1 W
FOR REDUCED PLANS ORIGINAL o 20 40 60 80 0 in
SCALE IS IN MILLIMETERS ' ' ' ' ► EA 317900 a- o
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CHECKED BY S'j'� +50 TO ST+ASO DATE: of
E.M.R.
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JOB NO. APPROVE (l L� R. NO. SHT. NO. �°
99089 TY ENGINEER RCE X51152 DA 2918 12 OF 4 N