HomeMy WebLinkAbout4932-5NI
010
MEN
LINE TABLE
Number
BEARING
LENGTH
L1
N65'53'13"W
112.07
L2
N00'28'51 "W
24.31
L3
N66'54'22"E
49.17
CURVE TABLE
Number
LENGTH
RADIUS
DELTA
TANGENT
C1
25.685
22.50
065'24'22"
14.45
C2
26.463
22.50'
067'23'13"
15.00
CONSTRUCTION NOTES
3O CONSTRUCT 18" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
11 INSTALL 18" DOME LIGHT-DUTY GRATE PER NYLOPLAST OR APPROVED EQUAL, SEE DETAIL HEREON,
PART #1899CGD
12 CONSTRUCT PARKWAY DRAIN PER A.P.W.A. STANDARD PLAN 151-1, S=6.00'
SEE DETAIL HEREON.
O REV. - REVISION DESCRIPTION
DAS BUILT
yW A
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
PLAN 1"= 40' '
SCALE IN FEET
80 1
1
2
3/4" Chamfer 1
N
(� D
L
SINGLE
Steel Conc
LB CY
I��
m
12"
2'-8"
5'-0"
35
0.60
8'-0"
STI
L
r -1
I
FRONT ELEVATION
SINGLE HEADWALL
*SEE PROFILE FOR TOP OF
HEADWALL ELEVATION
NOTES:
1. No deduction made in quantities for thickness of
pipe walls.
2. All reinforcing steel #4 bars. All vertical and
horizontal tie bars 1 -6" maximum spacing.
3. Length of wall "W" may be varied to suit conditions
encountered in the field, and straight line
interpolation may be used to calculate quantities.
4. Quantities are for design purposes only.
5. Cable railing to be installed on top of heodwall
when shown on Project Plans. See Standard Plan
811-47 for cable roiling details.
D
H
L
SINGLE
Steel Conc
LB CY
L
DOUBLE
Steel Conc
LB CY
12"
2'-8"
5'-0"
35
0.60
8'-0"
50
0.94
15"
2'-11"
6'-0"
40
0.75
9'-6"
60
1.17
18"
3'-2"
7'-0"
50
0.91
10'-6"
75
1.35
21"
3'-5"
7'-6"
60
1.02
11'-6"
90
1.52
24"
3'-8"
8'-6"
75
1.20
12'-6"
100
1.72
27"
3'-11"
9'-6"
85
1 1.39
14'-0"
115
12.00
30"
4'-2"
10'-0"
90
1.52
15'-0"
126
2.21
33"
4'-5"
11'-0"
100
1.73
16'-0".
130
2.42
36"
4'-8"
12'-0"
105
1.95
17'-0"
145
2.65
39"
4'-11" 12'-6"
130
2.09
18'-0"
170
2.88
42"
5'-2"
3'-6"
140
2.34
19'-0"
185
3.13
45"
5'-5"
14'-6"
150
2.60
20'-0"
195
3.38
48"
5'-8"
5'-0"
160
2.75
21'-0"
200
3.64
51"
5'-11"
6'-0"
180
3.03
22'-6"
1 225
4.02
54"
6'-2"
17'-0"
190
13.31
23'-6"
1 240
4.30
*1/2'
es
r
2°
2'-0"
SECTION SINGLE &
DOUBLE HEADWALLS
STRAIGHT HEADWALLS
' STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PIPE CULVERT HEADWALLS
STRAIGHT AND "L"
NO SCALE
D89
CONSTRUCT STRAIGHT HEADWALL
PER CALTRANS STD. D-89
(SEE DETAIL HEREON)
3:1
D ✓�
p f � � j` d • ♦ • f IJ All
• ♦ 1 1'
X
36" RCP, UNE -A-
24* RCP, UNE "B"
30" RCP, UNE "C"
24" RCP, UNE "D"
ROCK RIP -RAP -J RIP -'RAP f PLAN VIEW
SEE PLANS FOR
ROCK SIZE NOT TO SCALE
6" MIN GROUPED
ROCK RIP RAP
STRAIGHT HEADWAtln
3' CALTRANS DETAIL �\ //
STD. D-89
GROUTED ROCK
=. RIP -RAP CLASS 2 10+ 10
r
36" RCP, UNE "A"
24" RCP, UNE "B"
30" RCP, UNE -C-
240 RCP, UNE "D"
ROCK RIP -RAP
SEE PLANS FOR
ROCK SIZE SECTION X -X
NOT TO SCALE
rY�OUTLET DETAIL
) ' NOT WTO
\ \
NOTES
1. FLOOR OF BOX SHAM BE TROWLED SMOOTH,
2. BEGINS THE MAT OE RATHER THAN AT THE SLOPE IS ALLOIII WITHIN R/W INLET TYPE 1
3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24') EXTENSION BEYOND
EMOR FROM THE R/W UULINE IS NOT NHOWEVER. THE PIPE SHALL EXTED WHEN BACK OF WALK IS 600 END
(24'7
ND
OR
TO THE R/W UNE IN ANY EVENT,
4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH PDJACENT
SURFACE WHERE PRACTICAL.
5. A HEADED STEEL STUD 16 mm x 186 mm WITH A 25 mm HEAD
{V'1D
x 5-3/8`, V HEAD) ATTACHED BY A FULL PENETRATION BUTT
MAY BE USED AS AN ALTERNATE ANCHOR.
6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE 15 B + 125 mm (5')
AT POINT N AND P.
7. THE 75 mm (3') LEO OF THE 18 mm (5/8') IDIA ANCHORS SHALL
BE 'PARALLEL TO THE TOP OF SIDEWALK.
8. SLOPE - 2.OX
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PARKWAY DRAIN 151' I
-1Pa-IN LET
11K\ `I 6� TYPE Z
6" MIN. GROUTED
ROCK RIP -RAP
a
0
n
TOE OF SLOPE
DETENTION BASIN
n
NOTE:
ROCK SHALL BE 200#
SECT. 200-1.6 & 300-11
PLAN
. W► OF WNa,u.n,rwurll.E I- - Ten W 01111111111
-POINT M POINT N PROFILE PONT P POINT
Now $ rl/a :JOAR }Oprae. pp pA.Z qg4
�� t LOW al� BR Mo'RS NO:.
FgtS- WI M (4t) Mil IF94,sy, a_
aLwiileel
IIBE ( �iS
t a ax 'si+ T w Ta SEQTIONA-A
0.5' 6' 0.5' ;law AK to (A)•
tstc
,�,1,OPENING 6" CURB ''�6 CURB 1 AND GUTTERAND GUTTER TRANS. TRANS. ON 8��` �„ O
M
_ (n
STANDARD PLANS POR PUBLIC WORKS CONSTRUCTION
_ BENCH MARK: NGS:EV9118 BASIS OF BEARINGS:�
A 1.5 INCH BRASS DISK ON TOP OF THE THE SOUTH UNE OF THE SOUTHWEST PARKWAY DRAIN �r�1_1
NORTHWEST LEG OF EDISON TOWER NO. QUARTER OF SECTION 13; TOWNSHIP 1
M - 18-3; LOCATED 49 FEET +/- WEST NORTH, RANGE 6 WEST S.B.M. PER R.S.
OF CITRUS AVENUE CENTERLINE & 1.25 118/64. SAID SOUTH LINE IS ALSO THE Z
aCUN� OUTLET 31T3UC1URE MILES NORTH OF HIGHLAND AVENUE CENTERLINE OF DUNCAN CANYON ROAD O
SCALE: 1'' 2' CENTERLINE.STRICTURE
nCL OUTLET
AND. HAS A BEARING .OF N89'22'55"E. , �
ELEVATION: 1676.78 FEET NTS
O
DATE ENGR. CITY DATE O
03/15 VV.IVV KS 3/15 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PREPARED UNDER THE SUPERVISION OF CITY OF FONTANA, CALIFORNIA N
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��� fr KJM
STORM DRAINIMPROVEMENT PLANS
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, c,� ADOLE 9302PpTggMG1{AVE,SKE230 DRAWN BY: TRACT NO.188Z4 3CAI N
3 No. 36637 C flANOiO CUCAMIONGA� CA 9n3o
• PHONE90948L6322 TY LLP AS SHOWN.
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 06-30-12 Engineen Co unifies for Life PAX 909.4KO20 DESIGNED BY: ON-SITE STIPW DRAIN PLAN DATE:
BRINGTHEM INTO CONFORMANCE WITH CONDITIONS AND �'9� C1 I,o�?`P LLP 12/14/11 z
OFCALIF v-�DATWI+ tij CHECKED BY: IR VED B c DRAWING NO.
STANDARDS IN EFFECT. FIM 3053r • MB/TM �" �-
H�.L L IWATBURU �� � ITY ENGINEER' R.C,E. 51'152 DATE 4936 . 5 �►
NOTES
1. FLOOR OF BOX SHAM BE TROWLED SMOOTH,
2. BEGINS THE MAT OE RATHER THAN AT THE SLOPE IS ALLOIII WITHIN R/W INLET TYPE 1
3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24') EXTENSION BEYOND
EMOR FROM THE R/W UULINE IS NOT NHOWEVER. THE PIPE SHALL EXTED WHEN BACK OF WALK IS 600 END
(24'7
ND
OR
TO THE R/W UNE IN ANY EVENT,
4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH PDJACENT
SURFACE WHERE PRACTICAL.
5. A HEADED STEEL STUD 16 mm x 186 mm WITH A 25 mm HEAD
{V'1D
x 5-3/8`, V HEAD) ATTACHED BY A FULL PENETRATION BUTT
MAY BE USED AS AN ALTERNATE ANCHOR.
6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE 15 B + 125 mm (5')
AT POINT N AND P.
7. THE 75 mm (3') LEO OF THE 18 mm (5/8') IDIA ANCHORS SHALL
BE 'PARALLEL TO THE TOP OF SIDEWALK.
8. SLOPE - 2.OX
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PARKWAY DRAIN 151' I
-1Pa-IN LET
11K\ `I 6� TYPE Z
6" MIN. GROUTED
ROCK RIP -RAP
a
0
n
TOE OF SLOPE
DETENTION BASIN
n
NOTE:
ROCK SHALL BE 200#
SECT. 200-1.6 & 300-11
PLAN
. W► OF WNa,u.n,rwurll.E I- - Ten W 01111111111
-POINT M POINT N PROFILE PONT P POINT
Now $ rl/a :JOAR }Oprae. pp pA.Z qg4
�� t LOW al� BR Mo'RS NO:.
FgtS- WI M (4t) Mil IF94,sy, a_
aLwiileel
IIBE ( �iS
t a ax 'si+ T w Ta SEQTIONA-A
0.5' 6' 0.5' ;law AK to (A)•
tstc
,�,1,OPENING 6" CURB ''�6 CURB 1 AND GUTTERAND GUTTER TRANS. TRANS. ON 8��` �„ O
M
_ (n
STANDARD PLANS POR PUBLIC WORKS CONSTRUCTION
_ BENCH MARK: NGS:EV9118 BASIS OF BEARINGS:�
A 1.5 INCH BRASS DISK ON TOP OF THE THE SOUTH UNE OF THE SOUTHWEST PARKWAY DRAIN �r�1_1
NORTHWEST LEG OF EDISON TOWER NO. QUARTER OF SECTION 13; TOWNSHIP 1
M - 18-3; LOCATED 49 FEET +/- WEST NORTH, RANGE 6 WEST S.B.M. PER R.S.
OF CITRUS AVENUE CENTERLINE & 1.25 118/64. SAID SOUTH LINE IS ALSO THE Z
aCUN� OUTLET 31T3UC1URE MILES NORTH OF HIGHLAND AVENUE CENTERLINE OF DUNCAN CANYON ROAD O
SCALE: 1'' 2' CENTERLINE.STRICTURE
nCL OUTLET
AND. HAS A BEARING .OF N89'22'55"E. , �
ELEVATION: 1676.78 FEET NTS
O
DATE ENGR. CITY DATE O
03/15 VV.IVV KS 3/15 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PREPARED UNDER THE SUPERVISION OF CITY OF FONTANA, CALIFORNIA N
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��� fr KJM
STORM DRAINIMPROVEMENT PLANS
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, c,� ADOLE 9302PpTggMG1{AVE,SKE230 DRAWN BY: TRACT NO.188Z4 3CAI N
3 No. 36637 C flANOiO CUCAMIONGA� CA 9n3o
• PHONE90948L6322 TY LLP AS SHOWN.
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 06-30-12 Engineen Co unifies for Life PAX 909.4KO20 DESIGNED BY: ON-SITE STIPW DRAIN PLAN DATE:
BRINGTHEM INTO CONFORMANCE WITH CONDITIONS AND �'9� C1 I,o�?`P LLP 12/14/11 z
OFCALIF v-�DATWI+ tij CHECKED BY: IR VED B c DRAWING NO.
STANDARDS IN EFFECT. FIM 3053r • MB/TM �" �-
H�.L L IWATBURU �� � ITY ENGINEER' R.C,E. 51'152 DATE 4936 . 5 �►