HomeMy WebLinkAbout4222-6,
See corner steel detail
450 mm 125 mm (5'1 L Omitpioundldg
450 9 mm l�4"1 Chamfer pe
19 mm (Y41 Chomfe - 19 mm (3'4'1 Y4D A. Tess than
1 _ --t -r -tom- Chamfer r t -;t t' w -�j 1200 mm (48") diameter
i- t, is I� I 1-.1
u t� t-�7.
"oma I- I D I �Y i I I I " p I �--�-
I I I Corner Steel .
�--�
Detailtil I
I II O II
f 00 - or 600 mm ' (24") Alin °
m (8'1 h. --- L m (8'7 L 190 mm (7%z'1-rf 4F 190 mm m 190 mm (7V21 190 mm (71 1
(IV21 0- 230 mm (9'1 /2
FRONT .ELEVATION FRONT ELEVATION 230 mm (9111-+161(2� 1) (2411)
FRONT
SINGLE HEADWALL DOUBLE HEADWALL FRONT ELEVATION "L" HEADWALL SECTION "L" HEADWA I
Omit rounding for plDea
less than 1200 mm 148"1 diameter
23 '
Mn
m
(9'1 I
190 mm
t9a 9" (7Y21
10 MmlLINE E
(24) .
SECTION. SINGLE &
DOUBLE HEADWALLS
LINE "A"
• D
H
SINGLE
IN
pipe walls.
O
DOUBLE
m
W
horl zontal tl e bars 450 mm 08") 8 maximum spacing.
'300 mm (12")
L Steel
810 mm (32') 1500 mm (5.01 16 k (35 Ib)
Cone
0.45 mr3 (0.60 CY)
L Steal
2500 mm (8.01 24 k (50 b)
Cone
0.74 m (0.94 CY)
375 mm (15")
885 mm (3519 1800 mm (6.011 18 k
(40 Ib)
0.56 W
(0.75 CY)
2950 mm (9.51) 28 k
(60 b)
' 0.91
(iJT CY)
450 mm (18") 8)
960 mm (38") 2100 mm (7.01) 22 k
150 Ib)
0.68 m
(0.91 CY)
3250 mm (10.5') 34 k
(75 b1
1.04 m
(1.35 CY)
525 mm (21')
1035 mm (41') 2250 mm (7.5') 26 k
160 b)
0.76
(1.02 CY)3550
mm (11.51) 40 k
(90 Ib)
1.18
(1.52 CY)
600 mm (24")
1110 mm (44') 2550 mm (8.51 34 k
(75 Ib)
0.90 m
(1.20 CY)
3850 mm (12.51 46 k
(100 Ib)
1.32 m
11.72 CY)
75 mm (2711)
1185 mm (47") 2850 mm (9.51 38 k
(85 b)
1.04 nT3
8.39 CY)
4300 mm (14.09 52 k(115
b)
L53 m
(2.00 CYl
750• mm (30'1 1260 mm (50") 3000 mm (10.01) 40 k
(85 )b)
1.13 W
(1.52 CY)
4600 mm (15.01 54 k
' (126 Ib)
1.69
(2.21 CY)
825 mm (3311)
1335 mm (53'7 3300 mm 01.0') 44 k
(100 Ib)
1.29 m3
0.73 CY)
4900 mm 06.0') 56 k
(130 Ib)
1.86 m
(2.42 CY)
900 mm (361
1410 mm (56'7 3600 mm (12.0) 46 k
(105 Ib)
1.46
(1.95 CY)
5200 mm (17.01 66 k
045 Ib)
2.03 W
(2.65 CY)
975 mm (39')
1485 mm (5911) 3750' mm (11.51) 58 k
(130 Ib)
1.57 m
(2.09 CY)
5500 mm (18.01 78 k
(170 Ib)
2.21 ffP
(2.88 CY)
1050 mm (42'7 1560 mm (621 4050 mm (13.5'1 62 k a
1140 b1
1.75 m
(2.34 CY)
5800 mm (19.0')84 k
(185 ;b)
2.39 m
(3.13 CYl
125 mm (45')
1635 mm (65'1 4350 mm (14.51 66Lk
(ISO Ib)
1.94 m
(2.60 CY)
6100 mm (20.01) 88 k
(195 b)
2.58
(3.38 CY)
1mm (411'1
1710 mm (68") 4500 mm (15.0') TO k
(160 Ib)
2.06
(2. 75 CY)
6400 mm (21.0') 90 k
(200 Ib)
2.78 m
(3.64 CY)
127-(1601b)
1275 mm (51")
1785 mm (7r) 4800 mm (16.0') 80 k
(180 IN
2.26 W
(3.03 CY)
6850 mm (22.5 102 k
(225 Ib)
3.06 mr3
(4.02 CY)
1350 mm (54'9 1860 mm (T4°) 5100 mm 117.0') 84 k
(190 ID)
2.47
(3.31 CY)
TI50 mm (23.5'1 108 k
(240 Ib
3.27 -3
(4.30 CY)
STRAIGHT HEADWALLS
COUNTY IHoare
� Nvnw ncr a rrpwlMr lir Nr df 0AWWWO 00" df ftf A6 ', `
r4*Gx Har rel • W4167%M gerh lib wee ^,v b
NOTES
H
L No deduction made In quantities for thickness of
IN
pipe walls.
O
2. All reinforcing steel •13M (04) bars. All vertiod and
m
W
horl zontal tl e bars 450 mm 08") 8 maximum spacing.
IN
3. Length of wall "W" may be varled to suit conditions
110
encountered in the field, and straight line
Interpolation may be used to calculate quantities.
0
4. Quantities ore for design purposes ony.
a
S. Cable rolling to be installed on top of heodwall
r
when shown on Project Plans. Ses Standard Plan
80-47 for cable rolling detalls.
600 24 140 5 1/4
675 27 140 5 1/2
750' 30 160 6
825 33 160 6 1 L4
z
975 39 180 7
Steel
IOOb mm (4011)
Cone
190
D
H
U2
(mm)
D2
ORm
B
(INCHES) (mm)
F
OR
T
(INCHES)
m
olid
m
W
of
300
12
110
LENGTH OF W
ip.
IEE
E
n
0
�,
0
v
375 15 110 4 1 L4
450 1e 120 41 2
11
525 21 130 5
600 24 140 5 1/4
675 27 140 5 1/2
750' 30 160 6
825 33 160 6 1 L4
900 36 170 61 2
975 39 180 7
Steel
IOOb mm (4011)
Cone
190
Steel
1450 mm (5819
O
1&
E
O
m
E
n
1900 mm (7611)
1200 48 210 8
1276 51 220 e 1 L2
2350 mm (94')
1425 57 240 9 1/4
1500 6o 250 1 9 1/2
2800 mm (11211)
1650 66260 10 1/4
300 mm (1217
810 mm (32")
750 mm (30")
.
22 k (50 Ib)
0.59 m (0.79 CY)
26 k (60 Ib)
Cone
0.73 10.98 CY)
Steel I
---
Cone
---
Steel
Cone
Steel
Cone
375 mm (15'7
885 mm (35')
900 mm (36')
24 k
(55 Ib)
0.68 m
(0.91 CY)
28 k
(65 lb)
0.83
W 0.11 CY)
---
_
450 mm (18')
960 mm (38')
1050 mm (42')
28 k
(65 Ib)
0.78 m.
(1.04 CY)
32 k
(75 b)
0.94 m
125 CY)
---
525 mm 421`7
1035 mm (4111)
1125 mm (4511)
32 k
(75 Ib)
0.86 M3
115 CY)
40 k
(90 Ib)
1.02 m
(1.36 CY)
---
600 mm (24")
II10 mm (4 "
4 >
1275 mm (5111)
38 k
185 Ib)
0.96 m
U.29 CY)
44 k
1100 Ib)
1.13
(1.51 CY)
48 k
(IIOIb1
L30
U.74 CY)
---
---
---
_ _
675 mm (27")
1185 mm (47")
1425 mm (57')
40 k
(90 Ib)
1.07
(1.44 CY)
46 k
(105 b)
1.25 m
(1.67 CY)
50 k
(1 I5 Ib)
1.43 m3
(1.91 CY)
750 mm (30') 1260 mm (50") 1500 mm (60'1
825 mm (33') 1335 mm (53') 1650 -(66'1
42 k
t95 b)
1.16 m
0.55 CY)
48 k
(110 Ib)
L34 mJ
180 CY)
52 k
(120 b)
1.53 m
(2.05 CY)
60 k
(135 Ib)
172 m
(2.29 CY)
900 mm 136'7
1410 mm (56'7
mm
1800 mm (72")
46 k
48 k
(105 lb)
(110 b)
1.28 m
1.40 m
(1.71 CY)
(1.88 CY)
52 k
54
(120 Ib)
1.47 m
0.97 CY)
60 k
(135 Ib)
1.61 m3
(2.23 CY)
66 k
1150 b)
1.86
1.86
12.48 CY)
975 mm (39")
1485 mm (62")
IB7205 mm (75")
---
---
k
66 k
025 b)
(150 b)
1.61 m
1.71
(2.15 CY)
(2.28 CY)
62 k
(140 Ib)
1.81 m3
(2.41 CY)
68 k
(155 Ib)
(2.68 CY)
74 k
(170 b)
2.21 m
(- CY)
1050 mm 142'7 1560 mm (62'7
21T 5 mm
---
---
68 k
(155 b)
m
1.85 m
(2.42 CY)
74 k
76 k
(170 Ib)
UT5 Ib)
192 m
2.07
(2.56 CY)
80 k
(185 Ib)
2.13 m
(2.84 CYY
88 k
(200 Ib)
2.33 m
(3J2 CY)
1125 mm (45")
1635 mm (65'7
8711(81")
2175 mm (90"
---
---
m
(2.76 CY)
84 k
(190 Ib)
2.28 m
(3.05 CY)
92 k
(210 b)
2.50 m
(3.34 CY)
1200 mm (48")
1710 mm (68")
2250 mm (90")
---
---
---
---
78 k
(180 Ib)
2.22
(2.97 CY)
88 k
(200 Ib)
2.45
(3.27 CY)
94 k
(215 IN
2.67 m
(3.57 CY)
1275 mm (51')
mm
mm (96')
---
---
---
---
---
84 k
090 Ib)
2.34 m3
(3.13 CY)
94 k
(216 b)
2.5T
(3.44 CY)
00 k
1230 Ib
2.(U m
(3.75 CY1
860
1350 mm (54") 1860 mm (74") 255A mm (102")
741 5_5
---
---
---
---
---
96 1
(220 Ib)
2.75
13.67 CY)
102 k
(235 Ib)
2.98 m
(3.99 CY)
---
---
---
102 k
(235 Ib)
2.92mi
(3.91 CY)
110 k
t25p Ib)
.3.17 m3
(4.29 CY)
"L" HEADWALLS
STATE OF CALIFORNIA
CIRCULAR PIPE CULVERT HEADWALLS DEPARTMENT OF TRANSPORTATION
PIPE HEADWALLS -
These "Standard Plans for Construction of Local Streets and Roods" oontdn units In two
systems of oleosu-ements International System of Units (SI or 'netric19 end United States
Standard Measures shown in the parentheses ().The measurements expressed M the
r + I two systems are not necessarily spud or interchangeable, See the 'Foreword' at the
beginnlnq of this pud(catlon.
N.0 SCALE D 8 g
THIS STANDARD PLAN D69 INCLUDES CHANGES THAT WERE INCORPORATED IN REVISED STANDARD PLAN RSP 089, DATED OCTOBER 26.2G00. AND ISSUED AS A PART OF ERRATUM NO.99-( FOR THE 1999 METRIC STANDARD PLANS.
PER CALTRAI
(SEE DETAIL
7 5 LBS.
WITH CLASS 2 BACKING
'00 r"1
(o
- � v
1 3'
iTlr-nAr/rL.AN VIL IN
NOT TO SCALE
ROCK RIP RAP
WITH CLASS 2 BACKING
STRAIGHT HEADWALL
/ CALTRANS DETAIL
STD. D-89
GROUTED ROCK
10'f RIP -RAP e 10 CLASS 2 ,
42 RCP,
LINE 'rt'
24" RCP, LINE 'E''` y
75 C85. A1J6U1AR
ROCK RIP RAP
WITH CLASS 2 BACKING
SECTION X -X
NOT TO SCALE
On OWWILTT�Tb'SCALEDETAIL
DETEN77ON BASIN
NOTE -
ROCK SHALL BE 2001
SECT. 200-1.6 & 300-11
EX. 8 ' RAIL WAY EASEMENT 5' 10' VARIES
BENCH
15' GRADING 6 BLOCK WALL INFIL7RA770NI DETEN77ON BASIN
EASEMENT PER SEPARA 7E
I PERMI T
LOT 16
PAD
ly
v
1E.
9..
& LATERAL / Nie
CONNECTOR PIPE
60M O 450 mm
3 OR #4 m 18") OC
ROUND EDGES TO RADIUS
OF APPROXIMATE ID OF C+
LATERAL.0(36") �Y \
P
A do B BAR160 m
ROUND EDGES
M 150
TOmm (3" R
L6
p I w
4L MAIN. UNE NOTE e ; I P
I i
I _
L6
m
STATION
STATION N M,/IoM ATE /4),
STATION D BARS sSEE NOTE 4
POINT
PLAN
D BARS 10M
ORI
I I EL EL
1 I STA STA l
I I 1
V3M O 450 mm (#4 O 18") OC,
BOTH WAYS, TO BE USED WHEN
02 IS 1500 mm (60") OR MORE
LONGITUDINAL SECTION
D BARS
h A BARS (` 1°RM 11)3
0
F BARS 4
I
m P 1 (110MG450�1rrtm
b OROC4 B BARS
iELI S
I EL R
I
1�
113M O 450 mm{y4 m 18") OC,
BOTH WAYS, TO11E USED
WHEN8 IS 1500 mm (60")
OR 4` MAiN LINE
SECTION N' -N" -N"
PROJECTED ON M -M -N'" O
TABLE
FOR DIMENSIONS
AND BAR SIZES
CITY
(mm)
D2
ORm
B
(INCHES) (mm)
F
OR
T
(INCHES)
m
olid
m
W
of
300
12
110
1 4
ip.
IEE
E
n
0
�,
0
v
375 15 110 4 1 L4
450 1e 120 41 2
11
525 21 130 5
600 24 140 5 1/4
675 27 140 5 1/2
750' 30 160 6
825 33 160 6 1 L4
900 36 170 61 2
975 39 180 7
1050
42
190
7 ( 2
O
t-
E
n
O
a
O
1&
E
O
m
E
n
1125 45 200 7 3/4
1200 48 210 8
1276 51 220 e 1 L2
1350 54 230 9
1425 57 240 9 1/4
1500 6o 250 1 9 1/2
1575 63 260 10
1650 66260 10 1/4
1725 69 280 10 3/4
1800 72 2130 if
1950 78 300 11 3 4
2100 84 320 121 2
2250
90
340
13 1/4
0
E E
h
p
N
g
O
ami
°o
E
N
2400 96 360 14
2550 102 400 131 2
2700 ice 410 16
2850 114 420 161 2
3000 120 440 17
3150 126 440 17
3300 132 450 171/2
3450 138 450 171/2
3600 144 460r 18
I i
I _
L6
m
STATION
STATION N M,/IoM ATE /4),
STATION D BARS sSEE NOTE 4
POINT
PLAN
D BARS 10M
ORI
I I EL EL
1 I STA STA l
I I 1
V3M O 450 mm (#4 O 18") OC,
BOTH WAYS, TO BE USED WHEN
02 IS 1500 mm (60") OR MORE
LONGITUDINAL SECTION
D BARS
h A BARS (` 1°RM 11)3
0
F BARS 4
I
m P 1 (110MG450�1rrtm
b OROC4 B BARS
iELI S
I EL R
I
1�
113M O 450 mm{y4 m 18") OC,
BOTH WAYS, TO11E USED
WHEN8 IS 1500 mm (60")
OR 4` MAiN LINE
SECTION N' -N" -N"
PROJECTED ON M -M -N'" O
6' HIGH W.l. FENCE
PER SEPARA IF PERMIT
MONTANEZ STREET
NOTES
I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, e, SHALL
N -OT EXCEED _5'_45.'._.
2. VALUES FOR A. S. C, D1 AND D2 ARE SHOWN ON THE PLANS.
ELEVATION R AND ELEVATION S ARE SHOWN WHEN REQUIRED
BY NOTE 10.
3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE.
4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615),
GRADE 300 I40), AND SHALL TERMINATE 40 mm (1CLEAR OF
BARS SHALL BE (10M ®45Q mm (t3 OR #4
CONCRETE SURFFACES UNLESS OTHERWISE SHOWN L NGITUDINAL
m 18) OC OR LESS.
5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS,. •
LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION
OF SAME ANY CHANGE �INTTHE LOCATIONAND( NG OF SPUR MUSIT ED BE APPROVED LIN THE EBUT
D THE
ENGINEER.
8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS
OTHERWISE SHOWN ON THE PLANS.
9. WHEN THERE IS NO SPUR REQUIRED, A & B BARS SHALL BE OMITTED.
10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PLANS,
INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE
ENTERS MAIN LINE OTHER -THAN RADIALLY, ELEVATION S SHALL BE
SHOWN ON PLANS, AND INLET PIPE SHALL BE LAID ON A STRAIGHT
GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE BREAK
IN INLET LiNE. ELEVATION R SHALL BE SHOWN ON THE PLANS 9NLY
WHEN STUB IS TO BE PROVIDED IN MAiN LINE FOR FUTURE
CONSTRUCTION OF INLET PIPE.
i 1. THE)
IF HEACOVER COVER ABOVE rn 25')�A SPECIAL HSTRUALL CTURE SHALL ,SE
DESIGNED FOR THE COVER. AND DETAILED ON THE PLANS.
STANDARD_ PLANS.-FOR.P_UBLI-C -WORKS CONSTRUCTION
(D -
S-TANDARE -PLAN
METRIC
340-1
10' 6' 5' UTED 12' MIN RIP -RAP
W17H CLASS 2 BACKING
TOE OF J• 1 ' " 2-1/�' DLAA/EfER BARS
SLOPE # "� 2 Al 4 APART,
• AS TRASH -RACK
CLI P l HEREON AIL Y
Lit
..�. \
N
...s; D ` ��' w
'
w
T. •w � -.
i
_g 4
DETAIL Y
}t,'.-ate^--t=�,._..i 4 S 5 i ,1 6 d' "t1••�i °� NOT TO aC4Lc
�12 4.JJ' 8 -
WALL REINFORCED 1/4' DIAMETER BAR
PER NOTE (M.) IN THE MIDDLE OF OPENING
PLAN VIEW AS WH -PACK
10' 2'-4' 2 -O' V_8'
6' RADIUS I i
GROUTED 12' MIN RIP -RAP �?
WITH CLASS 2 BACKING
o +�^ RIM EL 1282.5
DETEMION BASIN
N
I I 1282.50 O
i-3
0.50x' FLOW
CL .30' RCP r:;�' i ' c
UNE V'
j GROUTED 12' MIN RIP -RAP
WITH CLASS 2 BACKING
w
1/4' DIAMETER BAR
12' 4.J3' 8' IN THE MIDDLE OF OPENING
6, AS TRASH RACK
SECTION D -D
J�
1. WALL REINFORCING 14 O 12'
BOTH HORIZONTAL AND V£R77C4L.
2. MANHOLE COVER SHALL BE PRESSURE TYPE
PER R.C.F.C. AND W.C.D. STD. DWG. NO. UH256
NOTE -
ROCK SHALL BE 2001
SECT 200-1.6 & 300-11
n INLET DETAIL/ LINE "D"
NO T TO SCALE
QPM MAX 2' 19 tag' 281.5 BOT. of StandardSpecification
7.
10.1 DETEN77ON BASIN 9�
Storm Drain Inlet Education Signage
3� S PER STREET 16" i
PROV. PLAN SE: A durable, high skid resistant, reflective pavement signage material to be used on Storm Drain inlets.
SECTION
C7 I
NOT TO SCALE :EQUIREMENTS: I ";
PL The markings must be a resilient blue themto antic rodtict, wherein eve other shaped portion
16"
g p p every pep contains glass beads, or abrasives with a minimum hardness of 7 (Nabs scale).The markings mush � 1 1,� ,r s . - , � � � � •, -
6v 10 15 VARIES. R/W be resistant to the detrimental effects of motor ueis: Lubricants, hydraulic fluids ere. Signage must be capable of being affixed to.bituminous and/or Portland cement concrete pa ements by the use
10 6
Y .�
BENCH ACCESS ROAD of the normal heat of apropane torch. t V�
BENCH BEECH AVE
6' BLOCK WALL /NF/L TRA L The markings must be capable of conforming to pavement contours, breaks and faults through the action of traffic at normal pavement temperatures. The signage shall have resealing characteristi
170N
DETFN770N BAS/N I _
PER SEPARA 7E / such that I is capable of fusing with itself and previously applied thermoplastic when heated with a torch.
PERMIT 15HIGH W1 FENCE
I
5" THICK PCC SPILLWAY PER SEPARA 7E PERMIT 3. The markings must be able to be applied in temperatures down to 32"F without any special storage, preheating or treatment of the material before application.-
Blu Material Open areas to
VAR/E I allow IAncret
290.0 FG W.S =288.2 MATERIAL: I
100 YR �,qo 2. 1 MAX 1. Must be composed of an ester modified rosin r6sistant to degradation b motor fuels, lubricants etc. In conjunction with aggregates. i ments, binders, abrasives, and lass beads which have been i to show through
2. 1 MAX o 287.8 FS P I 9 Y 1pigments, 9 I PLACEMENT: Thermoplastic Ignag@ is to be installed an the top of the curb approximately
I �8> factory produced as a finished product, and meets the requirements of the current edition of the Manual on Uniform Traffic Control Devices for Streets and Highways. Inch; behind Itle curb face. It should be plamd laterally centered over the
> I inlet structure,
19 1% 2. Graded Glass Beads:
.�� 29,' The, material must contain a minimum of thin ercent 30% intermixed graded lass beads b weight. The intermixed beads shall be clear and transparent Not more than twenty percent 20°/
consists of irre larfused spheroids, or silica. The index of ►4(iTe: seepage 2 oft fcx tectal pe(lBcatiorns
______ �+ YP ( °) 9 9 Y 9 P h�P ( °) I
- 3 - - 281.5 BOT. OF - - - 9u p refraction shall not be less than 1.50.. I ,
.. „-
PX' 0.59 " ' I I ( Standard peafication
J. 1 MAX. ,,�q r- DE7FN77ON BASIN 3 1 M 4 ® 18 w The material must have factory applied coated surface beads and abrasives in addition to the intermixed beads at a rate of V21b, (t 20%) per 11 sq. ft The surface beads and abrasives must be
° 0. C. EACH WAY applied so. I flat every other shaped, portion contains glass beads, or abrasives with a minimum hardness of 7 (Mohs scale).
City of Fontana
Storm Drai Inlet S
c t SfW PER STREET 3. Pigments: I i i lgrlage
w PROV. PLAN
SECTION "J -J" GROUTED ,�---M- Blue: Sufficient pigment is to be used to ensure a color similar to Federal Highway Blue, as per federal standard.
"a�
NOT To scALE ROCK RIP -RAP
WITH CLASS 2 BACKING 4. Heating indicators _The fop surface of the matenal (same side as the factory applied surface beads) shall have regularly spaced indents. These indents shag act as a visual cue during application that I I
(75 LZ5• ANWIA& I
671 6 the material has reached a molten state so satisfactory adhesion and proper bead embedment has been achieved and a past -application visual cue that the installation procedures have been followed.
5. Skid resistance: The surface of the preformed reflective marking materials, wherein every other shaped portion contains glass beads, or abrasives with a minimum hardness of 1(Mobs scale), shall
1289.7 289.7 upon application provide a minimum skid resistance value of 60 BPN when tested according to ASTM: E 303.
TOP OF BERM6. Thickness :The material must be supplied at a minimum, thickness of 90 mils (2.29 mm) or 125 mils (3.15 mm).
0'0'0-
TOP OF BERMWS 288.2 7. Reflectivity: -The preformed reflective marMng materials upon application shall exhibit adequate and uniform nighttime reflectivity� >,� resistant to deterioration due to exposure to sunrlght, water, salt or adverse weather conditions and impervious to oil and gasoline.
---- - ----- - -S. Environmental resistance: The material must bt�
BOT 287 7
e .Abrasives _The material must have factory applied sur%ce
abrasives, wherein every other shaped portion contains glass beads, or abrasives with a minimum hardness 7 (Mobs scale).
10•The preformed signage shall meetstate specifilcations and'be approved for use by the City of Fontana.
TECHNICAL SERVICES: The successful bidders iall provUe'technical services as required '
DETEN77ON BASIN BOTTOM PACKAGING: The preformed signage shall be ple ced in protective plastic film with cardboard stiffeners where necessary to prevent damage in transit The cartons in which packed shall be non-retumable "
281.5 and shall not exceed 40" in length and 25' in w,dth, and be, labeled for ease of identification.. The weight of the individual carton must not exceed seventy (70) pounds. A protective film must be applied
around the box in order to protect the material Ipom rain or premature aging.
SP/LL WA Y DETAIL APPLICATIOWThe materials shall be applied using the propane torch method recommended by the manufacturer. The material must be able to be applied at ambient and road temperatures down to 3T
NOT TO SCALE ' without any preheating of the pavement to a spl cific temperature. The material must be able to be applied without the use of a thermometer. The pavement shall be clean d and free of debris.
Supplier must enclose application Instructions with each tiox/package. I 2 Of 2
. I
DETENTION BASIN SECTIONS
PER ROUGH GRADING PLAN
NOT TO SCALE
A �
"I
BENCH MARK. 1377 BASIS OF BEARINGS: DIAL TWO WORKING
N & F IN PP # 408083E BASIS OF BEAR/NGS N. 00'27'1,3' E BEFORE DAYS BEFORE
(STAMPED F.U.W.B.M.) AS SHOWN ON TRACT MAP NO. 1.3219, YOU DIG YOU DIG
SE CORNER HEMLOCK & FOOTHILL AVE. BOOK 221, PAGE 3-6. TOL FREE 1-800-227-2600
ELEYA770N.• 1259.54 1A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
CITY
- UCWCOM, AND RD___
mto-
rueuc w"1241100 STANDARDS Neo
AD OL E
- - ---
TRANSITION STRUCTURE---
STANDARD-PLAI
METRIC
,ems
ALV. Ue6
PLAN
«
PIPE TO PIPE
340-1
TRACT 17377
USE
WITH STAN ARD SPE I ICA IONS R PUBLIC WO
SHEET 1 OF
CC
DETA l L S
10'
�.2'
BENCH I
JULY 2006
6' HIGH W.l. FENCE
PER SEPARA IF PERMIT
MONTANEZ STREET
NOTES
I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, e, SHALL
N -OT EXCEED _5'_45.'._.
2. VALUES FOR A. S. C, D1 AND D2 ARE SHOWN ON THE PLANS.
ELEVATION R AND ELEVATION S ARE SHOWN WHEN REQUIRED
BY NOTE 10.
3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE.
4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615),
GRADE 300 I40), AND SHALL TERMINATE 40 mm (1CLEAR OF
BARS SHALL BE (10M ®45Q mm (t3 OR #4
CONCRETE SURFFACES UNLESS OTHERWISE SHOWN L NGITUDINAL
m 18) OC OR LESS.
5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS,. •
LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION
OF SAME ANY CHANGE �INTTHE LOCATIONAND( NG OF SPUR MUSIT ED BE APPROVED LIN THE EBUT
D THE
ENGINEER.
8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS
OTHERWISE SHOWN ON THE PLANS.
9. WHEN THERE IS NO SPUR REQUIRED, A & B BARS SHALL BE OMITTED.
10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PLANS,
INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE
ENTERS MAIN LINE OTHER -THAN RADIALLY, ELEVATION S SHALL BE
SHOWN ON PLANS, AND INLET PIPE SHALL BE LAID ON A STRAIGHT
GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE BREAK
IN INLET LiNE. ELEVATION R SHALL BE SHOWN ON THE PLANS 9NLY
WHEN STUB IS TO BE PROVIDED IN MAiN LINE FOR FUTURE
CONSTRUCTION OF INLET PIPE.
i 1. THE)
IF HEACOVER COVER ABOVE rn 25')�A SPECIAL HSTRUALL CTURE SHALL ,SE
DESIGNED FOR THE COVER. AND DETAILED ON THE PLANS.
STANDARD_ PLANS.-FOR.P_UBLI-C -WORKS CONSTRUCTION
(D -
S-TANDARE -PLAN
METRIC
340-1
10' 6' 5' UTED 12' MIN RIP -RAP
W17H CLASS 2 BACKING
TOE OF J• 1 ' " 2-1/�' DLAA/EfER BARS
SLOPE # "� 2 Al 4 APART,
• AS TRASH -RACK
CLI P l HEREON AIL Y
Lit
..�. \
N
...s; D ` ��' w
'
w
T. •w � -.
i
_g 4
DETAIL Y
}t,'.-ate^--t=�,._..i 4 S 5 i ,1 6 d' "t1••�i °� NOT TO aC4Lc
�12 4.JJ' 8 -
WALL REINFORCED 1/4' DIAMETER BAR
PER NOTE (M.) IN THE MIDDLE OF OPENING
PLAN VIEW AS WH -PACK
10' 2'-4' 2 -O' V_8'
6' RADIUS I i
GROUTED 12' MIN RIP -RAP �?
WITH CLASS 2 BACKING
o +�^ RIM EL 1282.5
DETEMION BASIN
N
I I 1282.50 O
i-3
0.50x' FLOW
CL .30' RCP r:;�' i ' c
UNE V'
j GROUTED 12' MIN RIP -RAP
WITH CLASS 2 BACKING
w
1/4' DIAMETER BAR
12' 4.J3' 8' IN THE MIDDLE OF OPENING
6, AS TRASH RACK
SECTION D -D
J�
1. WALL REINFORCING 14 O 12'
BOTH HORIZONTAL AND V£R77C4L.
2. MANHOLE COVER SHALL BE PRESSURE TYPE
PER R.C.F.C. AND W.C.D. STD. DWG. NO. UH256
NOTE -
ROCK SHALL BE 2001
SECT 200-1.6 & 300-11
n INLET DETAIL/ LINE "D"
NO T TO SCALE
QPM MAX 2' 19 tag' 281.5 BOT. of StandardSpecification
7.
10.1 DETEN77ON BASIN 9�
Storm Drain Inlet Education Signage
3� S PER STREET 16" i
PROV. PLAN SE: A durable, high skid resistant, reflective pavement signage material to be used on Storm Drain inlets.
SECTION
C7 I
NOT TO SCALE :EQUIREMENTS: I ";
PL The markings must be a resilient blue themto antic rodtict, wherein eve other shaped portion
16"
g p p every pep contains glass beads, or abrasives with a minimum hardness of 7 (Nabs scale).The markings mush � 1 1,� ,r s . - , � � � � •, -
6v 10 15 VARIES. R/W be resistant to the detrimental effects of motor ueis: Lubricants, hydraulic fluids ere. Signage must be capable of being affixed to.bituminous and/or Portland cement concrete pa ements by the use
10 6
Y .�
BENCH ACCESS ROAD of the normal heat of apropane torch. t V�
BENCH BEECH AVE
6' BLOCK WALL /NF/L TRA L The markings must be capable of conforming to pavement contours, breaks and faults through the action of traffic at normal pavement temperatures. The signage shall have resealing characteristi
170N
DETFN770N BAS/N I _
PER SEPARA 7E / such that I is capable of fusing with itself and previously applied thermoplastic when heated with a torch.
PERMIT 15HIGH W1 FENCE
I
5" THICK PCC SPILLWAY PER SEPARA 7E PERMIT 3. The markings must be able to be applied in temperatures down to 32"F without any special storage, preheating or treatment of the material before application.-
Blu Material Open areas to
VAR/E I allow IAncret
290.0 FG W.S =288.2 MATERIAL: I
100 YR �,qo 2. 1 MAX 1. Must be composed of an ester modified rosin r6sistant to degradation b motor fuels, lubricants etc. In conjunction with aggregates. i ments, binders, abrasives, and lass beads which have been i to show through
2. 1 MAX o 287.8 FS P I 9 Y 1pigments, 9 I PLACEMENT: Thermoplastic Ignag@ is to be installed an the top of the curb approximately
I �8> factory produced as a finished product, and meets the requirements of the current edition of the Manual on Uniform Traffic Control Devices for Streets and Highways. Inch; behind Itle curb face. It should be plamd laterally centered over the
> I inlet structure,
19 1% 2. Graded Glass Beads:
.�� 29,' The, material must contain a minimum of thin ercent 30% intermixed graded lass beads b weight. The intermixed beads shall be clear and transparent Not more than twenty percent 20°/
consists of irre larfused spheroids, or silica. The index of ►4(iTe: seepage 2 oft fcx tectal pe(lBcatiorns
______ �+ YP ( °) 9 9 Y 9 P h�P ( °) I
- 3 - - 281.5 BOT. OF - - - 9u p refraction shall not be less than 1.50.. I ,
.. „-
PX' 0.59 " ' I I ( Standard peafication
J. 1 MAX. ,,�q r- DE7FN77ON BASIN 3 1 M 4 ® 18 w The material must have factory applied coated surface beads and abrasives in addition to the intermixed beads at a rate of V21b, (t 20%) per 11 sq. ft The surface beads and abrasives must be
° 0. C. EACH WAY applied so. I flat every other shaped, portion contains glass beads, or abrasives with a minimum hardness of 7 (Mohs scale).
City of Fontana
Storm Drai Inlet S
c t SfW PER STREET 3. Pigments: I i i lgrlage
w PROV. PLAN
SECTION "J -J" GROUTED ,�---M- Blue: Sufficient pigment is to be used to ensure a color similar to Federal Highway Blue, as per federal standard.
"a�
NOT To scALE ROCK RIP -RAP
WITH CLASS 2 BACKING 4. Heating indicators _The fop surface of the matenal (same side as the factory applied surface beads) shall have regularly spaced indents. These indents shag act as a visual cue during application that I I
(75 LZ5• ANWIA& I
671 6 the material has reached a molten state so satisfactory adhesion and proper bead embedment has been achieved and a past -application visual cue that the installation procedures have been followed.
5. Skid resistance: The surface of the preformed reflective marking materials, wherein every other shaped portion contains glass beads, or abrasives with a minimum hardness of 1(Mobs scale), shall
1289.7 289.7 upon application provide a minimum skid resistance value of 60 BPN when tested according to ASTM: E 303.
TOP OF BERM6. Thickness :The material must be supplied at a minimum, thickness of 90 mils (2.29 mm) or 125 mils (3.15 mm).
0'0'0-
TOP OF BERMWS 288.2 7. Reflectivity: -The preformed reflective marMng materials upon application shall exhibit adequate and uniform nighttime reflectivity� >,� resistant to deterioration due to exposure to sunrlght, water, salt or adverse weather conditions and impervious to oil and gasoline.
---- - ----- - -S. Environmental resistance: The material must bt�
BOT 287 7
e .Abrasives _The material must have factory applied sur%ce
abrasives, wherein every other shaped portion contains glass beads, or abrasives with a minimum hardness 7 (Mobs scale).
10•The preformed signage shall meetstate specifilcations and'be approved for use by the City of Fontana.
TECHNICAL SERVICES: The successful bidders iall provUe'technical services as required '
DETEN77ON BASIN BOTTOM PACKAGING: The preformed signage shall be ple ced in protective plastic film with cardboard stiffeners where necessary to prevent damage in transit The cartons in which packed shall be non-retumable "
281.5 and shall not exceed 40" in length and 25' in w,dth, and be, labeled for ease of identification.. The weight of the individual carton must not exceed seventy (70) pounds. A protective film must be applied
around the box in order to protect the material Ipom rain or premature aging.
SP/LL WA Y DETAIL APPLICATIOWThe materials shall be applied using the propane torch method recommended by the manufacturer. The material must be able to be applied at ambient and road temperatures down to 3T
NOT TO SCALE ' without any preheating of the pavement to a spl cific temperature. The material must be able to be applied without the use of a thermometer. The pavement shall be clean d and free of debris.
Supplier must enclose application Instructions with each tiox/package. I 2 Of 2
. I
DETENTION BASIN SECTIONS
PER ROUGH GRADING PLAN
NOT TO SCALE
A �
"I
BENCH MARK. 1377 BASIS OF BEARINGS: DIAL TWO WORKING
N & F IN PP # 408083E BASIS OF BEAR/NGS N. 00'27'1,3' E BEFORE DAYS BEFORE
(STAMPED F.U.W.B.M.) AS SHOWN ON TRACT MAP NO. 1.3219, YOU DIG YOU DIG
SE CORNER HEMLOCK & FOOTHILL AVE. BOOK 221, PAGE 3-6. TOL FREE 1-800-227-2600
ELEYA770N.• 1259.54 1A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
• u ;r;•ML• •: �: _-
r; • �•• ti • - ti • -, •
Prepared Under The
Supervision Of :
CITY
OF FONTA NA CALIFORNIA
AD OL E
STORY
DRAIN IMPROVEMENT
PLAN
«
9302 P„ -rte, AVE, 9URE 230
RANCHO CUCAMONGA, CA, 91730
DRAWN BY
TRACT 17377
SCALE. I
Engineerirta Communities for ,
:9W.,W6322
FAX: 909.481.6320
CC
DETA l L S
AS SHOWN
DESIGNED BY•
RAM/CC
JULY 2006
.7/mk.
CHECKED BY
A P�ODBY
DRAWING NO.
WeVELL L 1W
"
6
FICIE 36W1
REV- PRIOR APPROVAL 0410JI200'8
MB RAM/LP
TY ENGINEER R. C. E. 5115 n e TF
Ff. TOIA
6
• u ;r;•ML• •: �: _-
r; • �•• ti • - ti • -, •
Prepared Under The
Supervision Of :
CITY
OF FONTA NA CALIFORNIA
AD OL E
STORY
DRAIN IMPROVEMENT
PLAN
«
9302 P„ -rte, AVE, 9URE 230
RANCHO CUCAMONGA, CA, 91730
DRAWN BY
TRACT 17377
SCALE. I
Engineerirta Communities for ,
:9W.,W6322
FAX: 909.481.6320
CC
DETA l L S
AS SHOWN
DESIGNED BY•
RAM/CC
JULY 2006
.7/mk.
CHECKED BY
A P�ODBY
DRAWING NO.
WeVELL L 1W
"
6
FICIE 36W1
Ili s ->s
MB RAM/LP
TY ENGINEER R. C. E. 5115 n e TF
4222
6