HomeMy WebLinkAbout2918-11DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
I—Si-T- + TOTAL PROJECT No SHEETS
P I ELEV = 367.1993 08 SBd 66 l7o49/19084
PVI STA 20+20 KD•= 84.557
VI LEV 36 .73 I 1
0-000
A.D. = 0.5 .210 O
= 1 3.29 7 0 r �' `-
0
O.000m V f' t` Cq o
co 00
n trio
co (01
�o M V
XI TIN FII G D , +
in a 70
O CO + (� 00 O Uj �r —�—
O W
w _
J m > �� -- O
W STREET CONSTRUCTION NOTES
_ — 0.519%
7-7
0.115% 1 CONSTRUCT CALTRANS STD. A87 CURB & GUTTER
T. [� TYPE A2-200
000" Q-- CONCRETE SIDEWALK PER LANDSCAPE PLANS (N.A.P.)
4 SAWCUT 0.609M [2.0'] FROM EXIST. EDGE OF PAVEMENT
RO OS D 'L I PVI S� A = 21+ 0 �—CONSTRUCT VARIABLE PAVEMENT THICKNESS AC OVERLAY
lid P I —EL -E- X15 @=— CONSTRUCT 0.195m [7.7"] AC OVER
CID A. D. = 0.71 w 0.165m [6.5"] AB
8a—STREET LIGHT 22,000 LUMENS H.P.S.V., (BY S.C.E.)
6 000 m, VC 11 ADJUST TO GRADE EXIST. WATER VALVE BOX AND COVER
PVI�TA — 20 20
[�+ VI ELEV = 36 .900 12 GRIND EXISTING AC PAVEMENT TO PROVIDE 25mm [1"]
A.D. — 0.5 0 MINIMUM AC OVERLAY (REFER TO DET. A ON SHEET 2
K=13FV I I I.297
oC14 0 o 13 REPLACE AC PAVEMENT PER APWA STD. PLAN N0. 133-1
0.00 m VC +
15 —N @--RELOCATE EXIST. FIRE HYDRANT (AS SHOWN)
W O Imo' co co co co
'`� 35 CONSTRUCT 19mm THICK OPEN GRADED AC CAP
m d" O I > > 0.339%
O co 14- N m 36 INSTALL 150mm (6) PVC SCH 40 CONDUIT SLEEVE
0 1
00 cri co > 1.0&8%—
co ._ _,_, — -- — —T 37 RELOCATE &ADJUST TO GRADE EXISTING WATER RISER,
a M > 0 — — — — 1.00Om [3.28'] BACK OF CURB
Fit R CL P OFl > _ _ - -
'-`' — — — — 48 CONSTRUCT DRAINAGE INLET TYPE OS PER CALTRANS
STANSARD PLAN NO. D72; CURB OPENING L PER PLAN
> > 9% — -- ---- — — { — i —1
'zala0.1 5� — — — — — — — @--CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS
STANSARD PLAN NO. D72; CURB OPENING L PER PLAN
SCALE
HORIZ. 1:5001n 51 CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER
E IS NG FINI H GRAPE C VERT. 1:50MCALTRANS STANDARD PLAN N0. D78
59 CONSTRUCT CURB DEPRESSION PER DETAIL ON SHEET 2
19+00 20+00 21+00 @—INSTALL 2" WATER SERVICE CONNECTION & 2" METER
PER CUCAMONGA COUNTY WATER DISTRICT PER, STD.
NO. 2A (IRRIGATION) DOUBLE CHECK BACKFLOW DEVICE
REQUIRED
o :J .- I J J, 2
Underground Service Alert
eEFORE y�G
o Call: TOLL FREE
0
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG 0*1
moor H�91
k0r, Inc.
omr 9
Civil Engineering
Planning -Surveying -Public Works
420 Exchange, Suite 100, Irvine, CA 92602-1301 — (714)665-4500
PREPARED UNDER THE SUPERVISION OF:
/07
1 CONST. NOTE 361
Z •(� •oy 07-5
REFERENCE PLANS REVISIONS AEPROVAL DATE APPROVAL A ELIZER M. RUIZ R.C. . NO. 46158
LEGEND
AC PAVEMENT
e Em, , M"M AC OVERLAYwom
w Q �C-J�
0
01 N
ELIZER M. RUIZ
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DATE
2 .�
N$a
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GRAPHIC SCALE
( IN METERS )
10 0 5 10 20 30 40 50
1 :500m
NOTZ: ALL DBUMONS ARB IIT lWn= UNLM SHOWN OTHUMM.' W
�E
�o
FOR REDUCED PLANS ORIGINAL o 20 40 60 80 0
SCALE IS IN MILLIMETERS ' ' EA 317900 IL N
a M
c
tATY OF FONT" C R LL.
DRAWN BY SCALE: Q) cc:) N
A.N. STREET 1WRO NTS
DESIGNED BY AS SHOWNUj
P.H. F00 BO ARD — ROUTE 66 -'a
CHECKED BY '� S+SO 0 A. 21+50 DATE: o
I�
E.M.R.
JOB N0. APPROV `� DR. CD
NO. SH T. N0. C
99089 CITY ENGIN R RCE #51152 DATE 2918 11 OF 45