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REVISIONS
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ALMERIA AVENUE
li -' 11 � TRACT NO. 12 31 4
FUTURE ALMERIA AVE. �
P,ER TR . 10600
4h
U4
V
Q,
1. v I I
—G'K/Gf/ 3CREEA1 WALL
W1 REJAINIAIG
(P R G/PADING PLAN,
�x�sT/NG Ie�W.
APPROVAL I DATE I APPROVAL I DATE
SECT ION A A
SCA L E - 110R/Z.
VERT. / I `
CURVE DATA
0 4 R L T
A 89"57'55" 35.00 54.96' 34.98'
S 90°02'05" 35.00 55.00' 35.02`
STREET IMPROVEMENT
CONSTRUCTION NOTES. AND QUANTTTY ESTIMATE
BASIS OF BEARINGS:
THE BEARING OF N 89 51'00" E FOR
QTY.
UNIT
lO
CONST. 6-1/2 AC OVER 12" COMPACvM NATIVE
0 Q I
SF
UCONST.
8"A . C. BERM PER C1TY STD. 13CP
325
LF
OCONST.
3" A.C. OVER NATIVE FOR SIBEET TRANSITION
1,555
SF
00
DRAWN BY:
1�
SO
CONST A.C. OVERLAY OVER EXISTING PAVEMENT TO
---
Q,
1. v I I
—G'K/Gf/ 3CREEA1 WALL
W1 REJAINIAIG
(P R G/PADING PLAN,
�x�sT/NG Ie�W.
APPROVAL I DATE I APPROVAL I DATE
SECT ION A A
SCA L E - 110R/Z.
VERT. / I `
CURVE DATA
0 4 R L T
A 89"57'55" 35.00 54.96' 34.98'
S 90°02'05" 35.00 55.00' 35.02`
STREET IMPROVEMENT
CONSTRUCTION NOTES. AND QUANTTTY ESTIMATE
STRIPING CONST. NOTES:
20 APPLY 4" WHITE EDGELINE
21 APPLY 8" WHITE STRIPE PEI? CA. TRANS DETAIL #,38
APPLY 4" DOUBLE YELLOW PEIT 60L TRANS DRTAII. # 29
a APPLY TYPE IV ARROW
24 INSTALL R26 (S) SIGN AND POST
F251 INSTALL TYPE "L" MARKERS
26 INSTALL R18-2 SIGN
27 IN5TAL L /T 1 £31GN AVD ".5ToP "MARKER .
28 INSTALL TYPE "F" MARKERS
29 1 N--S�rAU- W Srol rYPE N 516N
BENCH MARK: NO. 360
BASIS OF BEARINGS:
THE BEARING OF N 89 51'00" E FOR
QTY.
UNIT
lO
CONST. 6-1/2 AC OVER 12" COMPACvM NATIVE
0 Q I
SF
UCONST.
8"A . C. BERM PER C1TY STD. 13CP
325
LF
OCONST.
3" A.C. OVER NATIVE FOR SIBEET TRANSITION
1,555
SF
O
DRAWN BY:
TRACT N 0 12314
SO
CONST A.C. OVERLAY OVER EXISTING PAVEMENT TO
---
PROVIDE SMOOTH STREET SECTION (R+IIId. 1" THICK)
6,090
SF
6O
SAWCUT EDGE AND REMOVE EXIS MG A.C. PAVEMENT
850
SF
0
CONST. A.C. RAMPED CURB RRTC/R!V(R=3$) PXR C1TY or-
CONSULTING CIVIL ENGINEERS
AND LAND PLANNERS r^
FONTANA STD. 104A
2
EA
STRIPING CONST. NOTES:
20 APPLY 4" WHITE EDGELINE
21 APPLY 8" WHITE STRIPE PEI? CA. TRANS DETAIL #,38
APPLY 4" DOUBLE YELLOW PEIT 60L TRANS DRTAII. # 29
a APPLY TYPE IV ARROW
24 INSTALL R26 (S) SIGN AND POST
F251 INSTALL TYPE "L" MARKERS
26 INSTALL R18-2 SIGN
27 IN5TAL L /T 1 £31GN AVD ".5ToP "MARKER .
28 INSTALL TYPE "F" MARKERS
29 1 N--S�rAU- W Srol rYPE N 516N
BENCH MARK: NO. 360
BASIS OF BEARINGS:
THE BEARING OF N 89 51'00" E FOR
CITY
OF FCAL I FORN I
A
CITY OF FONTANA BENCH MARK #
360 A NAIL IN POLE #1535704E
AT SOUTHWEST CORNER OF LIME
THE NORTH LINE OF THE SE 1/4 OF
SECTION 35, TIN. R6W , S.B.M. AS
SHOWN ON TRACT NO. 3348, M.B.
PUBLIC
WORKS DEPARTMENT
AVE. AND BASELINE AVE.
47/14-16 WAS USED AS THE BASIS OF
ELEVATION :1376.03
BEARINGS FOR THIS MAP.
DRAWN BY:
TRACT N 0 12314
SCALE:
---
o1:E ,o
PREPARED IN THE OFFICE OF QR Nq
` Fyc�
CC
,
n-
HOR: -
•
40
MADOLE AND ASSOCIATES. INC. �`�°
��, ����Torr
DESIGNED:
INTERIM STREET IMPROVEMENT
CONSULTING CIVIL ENGINEERS
AND LAND PLANNERS r^
LLP
AND STRIPING PLAN
1
-
No. 14814
1820 E. 16th Street
SANTA ANA, CALIFORNIA 92701 R° �' 2M
CHECKED:
BASELINE AVENUE
DATE:
�f=i�p *
EC / YP
7/07/98
PHONE C7141 835-2548
s��lE clviti`�o�Q
JOB NO.
DWG. NO.
SHEET
NO.
vykol!�6 F --.f -foe. OFGA�
142-509
APPROVED
1947 kr.
2 OF
2
,;.M. MADOLE R.C.E.14814 DATE'
CITY ENGINEER R.C.E. 25126
*P* INTERIM IMP./STRIPING ® BASELINE - 28[0,100]PF: 142509 5111 04 -Aug -98 03:10 PM / 142-509-1