HomeMy WebLinkAbout3399-6i `411 M_ap
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CONS TRUC TION NOTES
CONSTRUCT 4.5" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERL4L (SEE GENERAL NOTES 31 & 32).
CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION PER
CITY STD. PLAN NO. 1003.
CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 .
CONSTRUCT AC OVERLAY (0.10" MIN.)
CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1, CASE A OR
CASE B, PER PLAN.
CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W. STD. PLAN
300-2, "W" PER PLAN.
CONSTRUCT 2" AC PAVEMENT (MIN.) OVER 2" CL 11 C.A.B.
NATIVE MATERL4L (SEE GENERAL NOTES 31 & 32).
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 130.
INSTALL STREET NAME SIGN PER CITY STD. NO. 139
SAW CUT EXISTING A.C. PAVEMENT.
REMOVE EXISTING A.C. PAVEMENT.
REMOVE EXISTING FENCE.
EXIST. POWER POLES TO BE RELOCATED BY OTHERS.
GRIND EXISTING A.C. PAVEMENT, 0.10' DEEP & OVERLAY.
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
90'13'35'
35.00
55.12
35.14
C2
9000'00'
35.00
54.98
35.00
0
85'49'00'
25.00
3Z44
23.24
C4
82'31 '07'
25.00
36.01
21.93
21 22 23
LYTLE CREEK ROAD
SEE SHT. 2
68'
01'
}IMMO
90P
(44#10
140 r te FA
4+441,1
gritat4 E1
"WINS
12' 22'
0
tri
CD
N
0
v
130)
004
0
I I
4jr—
Q
U66a
24
PLAN 12= 40' 25 26
SCALE IN FEET
40 80 120 160
=11=
TR. / 16427-1
b.
are_ w
404x
AMISWAIMSWAPAPrAtimr..,
Ai 40;
115
Ij
21+33.71 cl CURTIS AVE.
SEXIST. fEVCE
EXIST. P.P.
Ak
T.G. 33.04
INLET PER S.D. PLAN
25' WIDE S.D.'
EASEMENT
N
GAigim
PIN MIN
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4,rr giVAZifiv 1191r V EIPW, WAIVAT,AWAWAI
27
2Z
28
25' OR 30'
14'
2Z
TR.
16427-2
5' OR
VARIES
PER PLAN
EX/ST.
S'LY R/W
6' OR
VARIES
PER PLAN
29
rEXIST GROUND
L"/
EX. AC PAVEMEN
TO BE REMOVED
SECTION "A -A "
N.T.S.
CO
00
all
2% MIN.
2:1 MAX
1
POTHOLE
EXIST. WATER PRIOR TO
ANY CONSTRUCTION
PROTECT IN-PLACE
EXIST. R
FUTURE R/W
SWALE (FL)
GRADE
"ice a- -44Erzy
'B & GUTTER
A I.
188+15.18 c/ LYTLE CREEK RD.
SHT. 8 FOR LAT. D2 OF UNE D
22+03.94 cl CB#3 A.P.N. 226-161-10
W=4, V=7.50'
H=4", H1=0.16'
�G �G • G
17-
CV
'57'1 '5-11 '5� ��
5'Fc
CATCH BASIN #3
LOCAL DEPRESSION DETAIL (CASE B)
1"10'
CURT/S AVENUE
EXIST. FENCE
GRADE SWALE (FL)
A.P.N. 226-161-11
WI E
tk
�
WNt-
IWANNINEvard
Ami, ;talraPiziM
.__ XLST D
9a �` EXIST. WM
CL EXIST. D/W
11
`. NW IRA
Gte
�W
25'
25' 226-163-35
A.P.N.
MALOOF AVE.
BENCH MARK: # 8-17
CALTRANS BENCHMARK 8-17. A
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343' NORTH
EVNE , .5 MI ES
OF SIERRA AVE.
ELEVATION: / 1428.609
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP
IS
CL 00'12 5CREEK RECORD
OF SURVEY MAP FILED IN
R.S.B. 111/99-103
NOTE: CONTRACTOR IS RESPONSIBLE TO VERIFY LOCATION & DEPTH
OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION.
EXISTING DRIVEWAY DETAIL
1"=10'
RECORD DRAWING
THESE RECORD DRAWNGS HAVE MEN PREPARED, IN
PART, ON THE BASIS OF t"tf-..) 1 e +aid COUPLED AND
FURNISHED BY OTHEP.S. Tr;E EI13 N&R MI NOT BE
RESPONS:3LE FOR ANY ERRORS O OfMI:SSIONS WHICH
HAVE BEEN INCORPORATED INTO TdE DOCUMENTS AS
A RESULT THEREOF.
DIAL TWO WORKING
BEFORE `.u.O►'- DAYS BEFORE
YOU DIG \ U YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
RECORD DWG.
'? L '1
tsg
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS
AND STANDARDS IN EFFECT.
1/4V1/0`
No. 62183 N
Exp' 9-30-05
cIVI�
OFCALV
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
Date : k• Ls 0 3
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
MA
DESIGNED BY:
EF
CI TR US HEIGHTS
CURTIS AVENUE
FROM LYTLE CREEK ROAD TO ±766'
EAST OF LYTLE CREEK ROAD
SCALE:
AS SHOWN
DATE:
JULY 2003
R.C.E. 62183) EXP. 9-30-05
CHECKED
1 GB
Y0.�
APPROVED BY:
Fon;'=.�.c-`.,� �C�wo L 10/12/o 3
CITY ENGINEER R.C.E. 51152 DATE
DRAWING NO.:
3399
J:\126-1662\streets\ST06.dwa. 09/25/2003 10:40:29 AM. GB.GB