HomeMy WebLinkAbout4800-2IN. a WWII=
IT11
MATCH EXISTING
CONSTRUCT SPECIAL
DIAMOND B CURCOVER FROM
bSTEEL PLATE TO ABOVE
XNSIONS, USE 3/8n GALVANIZED
FLUSH SCREWS TO SECURE C6�k.
REMOVABLE CURB -
FACE PLATE
A4
CURB TOP.
MAI
rATTINIV, A I I i
CF
R=15"
0
-6 04
cr)
" 0
CF
CF
MATCH EXISTING—"
I - W
uIRNEWAY m 1 1,
SCALE: N.T.S. I
xx
0 < 0-
04
LA -IKL HTUKAN I lb I INU t
AB
ABANDON
EXISTING WATER VALVE
AC
ASPHALT CONCRETE
EXISTING POWER POLE
AP
ANGLE POINT
EXISTING MAILBOX
BC
BEGINNING OF CURVE
EXISTING WATER METER
BCR
BEGIN CURB RETURN
EXISTING EDGE OF PAVEMENT
CL
CENTERLINE
EXISTING TREE
CF
CURB FACE
fir
EXISTING SHRUB
EC
END OF CURVE
6"
EXISTING STREET LIGHT
ECR
END CURB RETURN
EXIS11NG LIGHT POLE
EL
ELEVA11ON
EXISTING MANHOLE
FH
FIRE HYDRANT
EXISTING SURVEY CONTROL
FL
FLOW LINE
- - —
EXISTING RIGHT-OF-WAY
FS
FINISH SURFACE
R/Wmmm,w4w4m
PROPOSED RIGHT-OF-WAY
GB
GRADE BREAK
U11LITY INTERFERENCE FLAG (APPROXIMATE
INV
INVERT
LOCA11ON OF INTERFERENCE NTH TYPE OF
UTILITY INDICATED BY: W -WATER; G -GAS;
s 2
LF
LINEAR FEET
T -TELEPHONE- SD -STORM DRAIN- S -SEWER -
9 1 9
MH
MANHOLE
E -ELECTRIC- TV -CABLE TELEVISION- IR -IRRIGATION
I v
U - UNKNOWN UTILITY).
PCC
PORTLAND CEMENT CONCRETE
EXISTING CENTERLINE
PRC
POINT OF REVERSE CURVE
EXIS11NG CURB AND GUTTER
S
SLOPE
EXISTING CURB OR AC BERM
STA
STATION
PROPOSED CURB AND GUTTER
Tc
TOP OF CURB
WM
WATER METER
CONSTRUCT SPECIAL
DIAMOND B CURCOVER FROM
bSTEEL PLATE TO ABOVE
XNSIONS, USE 3/8n GALVANIZED
FLUSH SCREWS TO SECURE C6�k.
REMOVABLE CURB -
FACE PLATE
A4
CURB TOP.
MAI
rATTINIV, A I I i
CF
R=15"
0
-6 04
cr)
" 0
CF
CF
MATCH EXISTING—"
I - W
uIRNEWAY m 1 1,
SCALE: N.T.S. I
xx
0 < 0-
04
PROPOSED PCC CONCRETE
ASPHALT CONCRETE REMOVAL
PROPOSED ASPHALT CONCRETE
PROPOSED ASPHALT CONCRETE OVERLAY
1 le TYPE 11 SLURRY SEAL
ASPHALT CONCRETE GRIND (2w MINIMUM
THICKNESS)
PCCREMOVAL
clq
I---
200
600 PLACE 3/8" THREADED
Z ANCHORS ON EACH SIDE
20"-w18"
1 3 8 6 "a -
fir
REC SS
to
6 IL
6"
NOTE:
CONSTRUCT SPECIAL
DIAMOND B CURCOVER FROM
bSTEEL PLATE TO ABOVE
XNSIONS, USE 3/8n GALVANIZED
FLUSH SCREWS TO SECURE C6�k.
REMOVABLE CURB -
FACE PLATE
A4
CURB TOP.
MAI
rATTINIV, A I I i
CF
R=15"
0
-6 04
cr)
" 0
CF
CF
MATCH EXISTING—"
I - W
uIRNEWAY m 1 1,
SCALE: N.T.S. I
xx
0 < 0-
04
It
SCALE: N.T.S.
�IATCW EXIS11NG
D �
0 C
C F 6
MATCH EXISTING
8" CF
a
—R/W
8'9 CF
0
04
—R/W
-JUNCTION
•1
PER
U
OF FONIANA SID.
PLAN
CASE 2
7 F
6 <
2.0%
i" I �lf �_; �u 12, �161111WJ i
PROPOS4
CATCH BASIN
A r '. -� *?-
EXlISMG
2e PIPE
CAPOH BAM DETAL
SCALZ N.T.S.
REMOVABLE CURB
FACE PLATE
CURB TOP
TKE ENGINEERING, INC.
2305 CHICAGO AVENUE
RIVERSIDE, CA 92507
(951) 680-0440
EERING FAX (951) 680-0490
Y M. Rti4kitk R.dt� No. 69§84�
EXPIRES: 9-30-10
SHOULD CONSTRUCTION OF THE
P
1EQUIRED N ROVEMENTS NOT COM ENCE.
WITHtN TWO YEARS OF THE DATE OF
1*, W
APPROVAL SHOWN HEREON AND CARRIED
FORTH IN A DILIGENT MANINER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO
THE PLANS TO BRING THEM INTO
CONFORMANCE NTH CONDITIONS AND
5
W v"
STANDARDS IN EFFECT.
F"IT, ;�,, I Z
clq
It
SCALE: N.T.S.
�IATCW EXIS11NG
D �
0 C
C F 6
MATCH EXISTING
8" CF
a
—R/W
8'9 CF
0
04
—R/W
-JUNCTION
•1
PER
U
OF FONIANA SID.
PLAN
CASE 2
7 F
6 <
2.0%
i" I �lf �_; �u 12, �161111WJ i
PROPOS4
CATCH BASIN
A r '. -� *?-
EXlISMG
2e PIPE
CAPOH BAM DETAL
SCALZ N.T.S.
REMOVABLE CURB
FACE PLATE
CURB TOP
TKE ENGINEERING, INC.
2305 CHICAGO AVENUE
RIVERSIDE, CA 92507
(951) 680-0440
EERING FAX (951) 680-0490
Y M. Rti4kitk R.dt� No. 69§84�
EXPIRES: 9-30-10
SHOULD CONSTRUCTION OF THE
P
1EQUIRED N ROVEMENTS NOT COM ENCE.
WITHtN TWO YEARS OF THE DATE OF
1*, W
APPROVAL SHOWN HEREON AND CARRIED
FORTH IN A DILIGENT MANINER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO
THE PLANS TO BRING THEM INTO
CONFORMANCE NTH CONDITIONS AND
5
W v"
STANDARDS IN EFFECT.
F"IT, ;�,, I Z