HomeMy WebLinkAbout3935-1CITY OF FONTANA
C1 T Y OF FON TA NA U TIL I T Y NO TIFICA TION I IS r
A.C.
ASPHALTIC CONCRETE
B.C.
BEGIN CURVE
3VC
BEG. VERTICAL CURVE
B. W.
BACK SIDEWALK
C.B.
CATCH BASIN
C. L,
CENTERLINE
E. C.
END CURVE
E. P.
EDGE PAVEMENT
E, G.
EDGE GRADE
E. V. C.
END VERTICAL CURVE
F L.
FLOW LINE
F S.
FINISH SURFACE
G.B.
GRADE BREAK'
FI. P.
HIGH POINT
INV
INVERT
O.C.
ON CURVE
*LOCAL DEPRESSIONS ARE TO BE CONSTRUCTED PER STREET IMPROVEMENT PLANS
SHEET INDEX
SHEET DESCRIPTION
m� �5,i
'17 A
895 LF 0 LF 0 LF
0 LF 995 LF 180 LF
0 LF 0 LF 0 LF PC
. . .......... .
... . . .. ...
337 LF 141 LF 407 LF
45'4 LF JO I LF 558 LF
Will.
24 EA 65 EA 0 EA
UL
LE
J EA J EA 1 EA
r1T 7/
Lu
I EA 0 EA 1 EA
... ........ . .
1 Ek. 0 EA 0 EA
J
2 EA 2 EA CEA
2 EA 2 EA I EA
I EA I EA 0 EA ViCINITY MAP
1 EA 0 EA 0 EA NOT TO SCALE
2 EA 0 EA 0 EA
2 EA J EA 2 EA
1 EA I EA 4 EA
1 EA 1 EA 0 EA
1 EA 0 EA 0 E4
1 EA 0 EA 0 EA
1 EA 1 EA I EA
205 LF 0 LF 0 LF
J" MAX. SIZE NA T1 VE TOP OF STRUC77JRAL
I EA 1 EA 1 EA SOIL COMPAC7ED -957. ("_PA VEMEN T SUBGRA DE
CONSTRUCT 54" R.C.P. STORY DRAIN (D
LOAD SHOWN ON PLAN).
CONSTRUCT 48" R.C.P. STORY DRAIN (D
LOAD SI-IOWN ON PLAN, .
1
CONSTRUCT 36- R.C.P. STORM DRAIN (D
LOAD SHOWN ON PLAN).
TITLE SHEET
COIYSTRUCT JO" R.C.P. STORM DRAIN (D
LOAD S14OWN ON PLAN).
2
CONSTRUCT 24"' R.C.P. STORY DRAIN (D
LOAD SHOWN ON PLAN).
INDEX MAP
CONSTRUCT 18" R.C.P. STORM DRAIN (0
LOAD SHOWN ON PLAN).
J
CONSTRUCT M -H PER A.P.W.A. STD. PLAN
J20-1 (SEE SHT 11).
.STOIC , V DRA IN
CONSTRUCT M.H PER A.P.W.A. STD. PLAN
S21-1 (SEE SHT 12).
4
CONSTRUCT Y.H. PER A.P.W.A. STD. PLAN 322-1 (SEE SHT 11).
10
CONSTRUCT I.S. PER A.P.W.A. STD. PLAN
JJ 1-2 (SEE SHT 10).
11
CONSTRUCTJ.S. PER A.P.W.A. STD. PLAN
5J2-1 (SEE SHT 11).
12
CONSTRUCT TRANS. STRUCTURE PER A.P. W.A. STD, PLAN J40-1 (SEE SHEET 10).
LINE
CONSTRUCT P.C.C. COLLAR PER A.P-W.A.
STD. PLAN 580—J (SEE SHEET 10).
OF
CONSTRUCT C.B. PER A.PJILA. STD. PLAN JOO-2 (SEE SHT 10)
STORM DRAIN
LINE
W 4'
7
OF
W 7'
STORM DRAIN
MAIN
W 10"
8
OF
W= 14'
STORM DRAIN
LINE
W= 21A
9
REMOVE PLUG A JOIN EXISTING STORM DRAIN
16
CONSTRUCT PIPE CLOSURE TYPE "B" (DOUBLE BRICK AND MORTAR)
LATERALS
PER S.B.C.FC.D. S.P. 176—A, (SEE SHT
12).
12
CONSTRUCT 60"' R.C.F. STORY DRAIN (D
LOAD SHOWN ON PLAN).
18
INSTALL MANHOLE FRAME AND COVER LOCKING TYPE PER
12
APWA STD. PLAN 210-2 SEE SHEET 2.
DETAILS
*LOCAL DEPRESSIONS ARE TO BE CONSTRUCTED PER STREET IMPROVEMENT PLANS
SHEET INDEX
SHEET DESCRIPTION
m� �5,i
'17 A
895 LF 0 LF 0 LF
0 LF 995 LF 180 LF
0 LF 0 LF 0 LF PC
. . .......... .
... . . .. ...
337 LF 141 LF 407 LF
45'4 LF JO I LF 558 LF
Will.
24 EA 65 EA 0 EA
UL
LE
J EA J EA 1 EA
r1T 7/
Lu
I EA 0 EA 1 EA
... ........ . .
1 Ek. 0 EA 0 EA
J
2 EA 2 EA CEA
2 EA 2 EA I EA
I EA I EA 0 EA ViCINITY MAP
1 EA 0 EA 0 EA NOT TO SCALE
2 EA 0 EA 0 EA
2 EA J EA 2 EA
1 EA I EA 4 EA
1 EA 1 EA 0 EA
1 EA 0 EA 0 E4
1 EA 0 EA 0 EA
1 EA 1 EA I EA
205 LF 0 LF 0 LF
J" MAX. SIZE NA T1 VE TOP OF STRUC77JRAL
I EA 1 EA 1 EA SOIL COMPAC7ED -957. ("_PA VEMEN T SUBGRA DE
6 Ap AWN,
STORM DRAIN PIPE
"
Z" V. FROM
BE�, DROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE
10' OR GREA TER IN DEPTH USE
112" CRUSHED STONE BEDDING.
NOT tO SCALE
P. C. C.
PORTLAND CEMENT CONCRETE
1.
1
OF
12
TITLE SHEET
2
OF
12
INDEX MAP
R1w
RIGHT OF WAY
J
OF
12
.STOIC , V DRA IN
MAIN
LINE ""E
4
OF
12
STORM DRAIN
MAIN
LINE "E"
5
OF
12
STORM DRAIN
LINE
"B
6
OF
12
STORM DRAIN
LINE
"A
7
OF
12
STORM DRAIN
MAIN
LINE ;E PP
8
OF
12
STORM DRAIN
LINE
"C "'
9
OF
12
STORM DRAIN
LATERALS
10
OF
12
STANDARD AA. P.W.A.
DE -TAILS
11
OF
12
STANDARD A.P.W.A.
DETAILS
12
OF
12
,STA NDA RD A, P. W. A.
DETAILS
6 Ap AWN,
STORM DRAIN PIPE
"
Z" V. FROM
BE�, DROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE
10' OR GREA TER IN DEPTH USE
112" CRUSHED STONE BEDDING.
NOT tO SCALE
P. C. C.
PORTLAND CEMENT CONCRETE
1.
TRENCH WDTH SHALL BE CONTROLLED
4. COMPAC77ON SHALL BE 9OZ IN ALL
(R)
RIDGE LINE
TO TOP OF PIPE ZONE.
ZONES UNLESS OTHERWISE SPECIFIED,
R1w
RIGHT OF WAY
2.
TRENCH DEPTHS OF GREATER THAN 5'
TRENCH STABILITY SHALL CONFORM
TAN.
TANGENT
SHALL HAVE ADEQUATE SHORING.
TO CAL -OSHA REQUIREMENTS.
T C.
TOP OF CURB
J.
CLASS 11 AGG-BASE ALL TRENCHES
w
WIDTH
SOIL S ENGINEERS
OWNERIDEVELOPER:
LESS THAN 100" IN LENGTH.
V
VERTICAL DEPTH
(590.69)
INDICATES EXISTING ELEVATION
R GROUP
S.C. FONTAA NA DEVELOPMENT
590,59
INDICATES PROPOSED ELEVATION
GEOTECHNICAL CONSULTANTS
CORPORATION
INDICA TES SLOPE > 4 1
10852 EDISON COURT
1156 N. MOUNTAIN AVENUE
AC PAVEMENT
RANCHO CUCAMONGA, Co. 917JO
UPLAND, CA. 91785-0670
REMO VA L
CON TA C T- ED L YON
P. C. BOX 6 70
BENCH MARK: 8-17
BASIS OF BEARINGS.,
GRIND
PHONE: (909) 989-1751
PHONE. (9 09) 985-0971
SRASS CAP IN THE CONCREEE BASE OF
THE BRG. N089'59'311E
THE SOUTH LEG OF AN SCE TOWER
A L ONG THE a sumul r AVE
343" NORTH OF HIGHLAND, a2 M1 WST
AS SHOWN ON 7R NO.
OF SAN SE RINE" RD., 2.65 M1 WEST
16427-1, M.B. 29617-11.
OF SI RA AVE
ri 9"1/16 -nnm- 49 1142R 13n -q
cc
N
511�11116111
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