HomeMy WebLinkAbout4160-2w ID'
4 i
z C' 1
� PNG�N I i
3W I 31
�I I
XB' 4
Y 'I I
- I w BASE LINE I I
4
A L/3 B L 3 - ------ -
CL/3 D
L
Y=2.25W( X 2
L=LENGTH OF TAPER
W=MAXIMUM OFFSET DISTANCL
X='DISTANCE ALONG BASE LINE
Y=OF-SET FROM BASE LINE
L. m
I —DISTANCEom, L 12 'NCRFMFN . , rn�-
--
18, 001.50
MEDIAN TAPER
3.00
4.5
6.0
7 50
9.
1
0
115
1
15. 5
18.00 I
60'
S'
10'
15"
(20')
(25"
(30')
35'
40'
451}
50'
55"
X60')
21.60
1.80
3.60
4
7
.00
10.
14.40
1
. . . ±80 LF
21,60
72'
6'
12'
18'
24'`
30"
36'
42'
48'
54'
60'`
66"
72'
27,00
2.25
4.5
5
9..,.,
11,
.3.50
15.75
18.00
❑
24.
27.60
90'
7.5'
15'
22.5'
30'
37.5''
45'
52.5'
60'
67.5'
75
825'
!9C'
9.00
12.0
1 .
1.
24.60
.00
0.00
33.00
36.00
120'
10'
20'
30'`
40'
�0'`
60'�
70'
80'1
90'
100'`
110'
120'
4 .0
11.
1
1
241.
4.00
150'
12.5'
25'
37.5'
S0'
62.5')
(75'
87.5Cc,00'
(112.5)
125
137.5
150'
, mm
, mm
3000
47
188
422
750
1125
1500
1875
2250
2578
2953
3000
10')
0.16
0,62'
1.41'
2.70'
3.75
5.00'
6.25
7.50')
_24-75--4
8.59'
9.38'
9.84"
'10.00')
24
(1 l'
0.17'
0.69'
1.55'
2.75'
4.13'
5.50'
6.88'
8.25
9.45",
(10.31')
(10.83')1(11.00.)
3600
56
225
9001350
180CY
225C
2700
1094 '
'53 7 5
3544
3600
12'
0.19'
0.75`1.69'
3.00'
4.50'
6.00'
7.50')
9.00'
10.31')
(11.25')
11.81'
12.00'}
5706
89
14
1
4275
4 _57-445611
11
19'
0.30'
1.19'
2.67'
4.75
'7 13'
9.50'
11.88'1
14.25'
16.33'`
17.81'
18.70')
' 9.00'
fl Z
94
375
844
15002
4 00
51
20'
0.31')
1.25'
2.81'
5.00'
'7.50"
10.00'
12.50'
15.00'
17.'9'`
08.75'
(19.69')
C20.00'`
4
886
1575
-,f6 3
4
..414
00
21'1
0.33'
1,31"
2.95'
5.25'
7.88'
10.50'
13.13'`
15.75'
18.05'19.69'
20.67'
21.00'
6600
1
1
8
6 0
47
00
412
4950
672
61
649
6
22'
0.34'
1.38'
3.09'
'5.5C'
8.25'
11.00'
13.75'
16.50'
(18.91') 1(20.62')1(21
.66'
_(2 00'
NOTES:
TO DETERMINE OFFSET DISTANCE FOR ANY LENGTH OF TAPER USE THE FORMULA Y=2.25W(X`2
FOR THE PORTIONS AB' AND C'D' WHICH ARE PARABOLIC CURVES. THE PORTION B'C' IS A L
TANGENT, WHEN THE BASE LINE IS CURVED, THE OF -SETS ARE APPLIED TO THE CURVED
BASE LINE, AND B'C' IS NO CONGER A TANGENT.
DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL 3E METRIC
VALUES. IF ENGLISH UNITS ARE JSED, ALL VALUES USED FOR CONSTRUCTON SHALL BE
ENGLISH VALUES.
AMERICAN
PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROIAI;LC.SSTAATMN ARD
PUBLICGR WORKS STANDARDS INC140-2
MEDIAN TAPER
STANDARD PLAN
METRIC
GREEN800K COMMITTEE
,Be.
REV 1992. Me
SHEET 1 OF 1
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
APWA STD. PLAN 140-2
N.T.S.
SIMILAR PATTERN IS TO BE USED
TC TO
SEE PLANS FOR MEDIAN WIDTH
NOTE:
WHERE CURB ELEVATIONS
VARY INSTALL TO
DRAIN TO LOW CURB.
SEE DETAIL A
1-10
1" CONCRETE GAP BETWEEN
ROCKS
1" CONCRETE GAP BETWEEN
ROCKS AND BACK OF CURB SET ROCK TO FULL DEPTH IN CONCRETE BED
WITH REQUIRED 1 "-1.5"EXPOSURE ABOVE TC.
WIRE BRUSH FINISH JOINTS BETWEEN ROCKS
ROCK HEIGHT 6" MIN. PEA GRAVEL CONCRETE BED
1.5" INCH ABOVE TC i
DE -AIL A
i. " :: _ .. • k `._ . . ` `rte NOT TO SCALE
FOR--LUSTRATIVE PURPOSES ONLY
\90% MIN COMPACTED SUBGRADE OR
BASE MATERIAE PER DLANS AND SPECS.
1 ROCK SIZES UNLESS OTHERWISE SPECIFIED SHALL BE:
COBBLESTONES: MAX. 12" TO MIN. 6". NO MORE THAN 50% OF ANY
ONE SIZE.
2. A SAMPLE AREA. MIN. 10 SO. FT. SHALL BE APPROVED BY
THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE
REMAINING ROCK WORK.
3. FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED
BY THE CITY INSPECTOR.
4. ROCKS SHALL BE SMOOTH. ROUNDED. FREE OF OBJECTIONABLE
DISFIGURATIONS AND IRON CONTENT AS APPROVED BY THE CITY
INSPECTOR
5 CONCRETE SHALL BE CLASS 520-C-2500,4 INCH SLUMP CONCRETE.
6. WIRE BRUSH ALL JOINTS AFTER THE INSTALLATION OF THE ROCKS.
AFTER CONCRETE HAS SET. CLEAN THE RESIDUE FROM SURFACES
OF ROCKS.
7. NO JOINTS GREATER THAN 1" BETWEEN ROCKS WILL BE
ACCEPTABLE, 4" FILLER ROCKS WILL BE ACCEPTED TO MAINTAIN
THE 1" JOINT.
8. WHERE ROCK BORDERS TURF AREA, PLACE 1" CONCRETE EDGE
BETWEEN BACK OF ROCK AND TURF.
R'OTESS'44/ OVED Y: CITY OF FONTANA
Q r y
No. 51152 ITY ENGINEER DATE TYP. ROCK TREATMENT
RICARDO SANDOVAL
* EXP. 00105
CIVIL
REVIEWED BY: T1no_thy Raszedt
f
l'lF OF ck6%EO�`�\ DATE OF LAST REVISION: L-28-0-0 STD. PLAN NO. 5045 SH=
CITY STD. PLAN NO. 5045
N.T.S.
CONSTRUCTION NOTES
RIVER ROCK
6" MIN. PEA GRAVEL
CONCRETE BED
I ffiffil MIN 01- 11; M-11 I
__ a
III -III,; IIII-IIII
AC PAVEMENT
(I I I 90% MIN. COMPACTED SUBGRADE
TYPICAL PLANTER EDGE
N.T.S.
REMOVE EXIST. PAVEMENT
w �
z
J
PER c/) 1' 2'
PLAN
EXIST.
VARIES
4'
1.
w.
PER
PLAN
1% CROSS FALL
WITHIN LEFT
TURN POCKET
EXIST.
VARIES2
EXIST. AC PAVEMENT
BACKFILL TO
2' to 3" BELOW TC
TYPICAL MEDIAN AC JOIN AND MEDIAN HARDSCAPE AT INTERSECTION DETAIL
N.T.S.
PER
PLAN
EXIST.
VARIES
VAD
i
12'
PER
PLAN
EXIST.
VARIES
EXIST. AC PAVEMENT
TYPICAL MEDIAN AC JOIN AND MEDIAN HARDSCAPE AT MID -BLOCK DETAIL
N.T.S.
QUANTITY
Q
CONSTRUCT 8" CONCRETE CURB PER CITY OF FONTANA STD. NO. 1000 ......... ....... .. . .. ... .. ..............................
4,785 LF
0
CONSTRUCT 6 1/2" MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE. . • • • • • • • • • • . . • • • . . . . . . . . . . . . • . . .
. . . 312 TONS
CONSTRUCT MEDIAN TAPER PER APWA STD. PLAN 140-2. (LENGTH AS SHOWN ON PLAN) . . . . . . . . . . . . . . . . . . . . . . . . ....................
INCLUDED IN10
O
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. NO. 2000 . • • • • ............ • • • • • • .. ................. • • .....................
10 EA
O
INSTALL REMOVABLE CURB FACE PLATE & COVER PER DETAIL 1 AS SHOWN HEREON. • • • • • • • . • • • • .................. • • • • • • .. ... ........
10 EA
O
SAWCUT & REMOVE EXISTING AC PAVEMENT. .................................... . .. .. ........................... • • • . • .......... . .
26,921 SF
O
EXCAVATE TO A DEPTH OF 18" BELOW MEDIAN TOP OF CURB AND BACKFILL WITH 90% MIN. ..... . . . . . . . • • • • • • • • • • • • • . . . .
I --- 332 CY
COMPACTED SUBGRADE TO 2"-3" BELOW TOP OF CURB (PLAN VIEW AS SHOWN ON SHEET 9 AND 10)
CONSTRUCT MEDIAN HARDSCAPE WITH RIVER ROCK ON CONCRETE BED PER CITY OF FONTANA STD. NO. 5045. ................
±9,317 SF
0
FUTURE PLANTER AREA..................................................................................................................................
±8,094 SF
10
CONSTRUCT 1-2" AND 2-4" SCHEDULE 40 POLYVINYL CHLORIDE (PVC) PIPE SLEEVES UNDER . • • • • . . • . • • . • • • .
• .. ±480 LF
MEDIAN HARDSCAPE AREAS PER CITY STD. NO. 5018.
11
CONSTRUCT 1-2" AND 2-4" SCHEDULE 40 POLYVINYL CHLORIDE (PVC) PIPE SLEEVES FROM BACK . . . . . . . . . . . . . . . . . . . . .
. . . ±80 LF
OF WALK TO MEDIAN PER CITY STD. NO. 5018.
LEGEND
'Cl F.H. = FIRE HYDRANT [] ELEC VAULT = ELECTRIC VAULT TC = TOP OF CURB
O
STLT = STREET LIGHT ® WV = WATER VALVE FL = FLOW LINE
TRFSIG = TRAFFIC SIGNAL O SMH = SEWER MANHOLE TB = TOP OF BERM
�-
= SIGN FS =FINISH SURFACE
O SDMH = STORM DRAIN MANHOLE
❑
PB = PULL BOX FG = FINISH GRAGE
❑
WM = WATER METER O TELMH = TELEPHONE MANHOLE BW = BACK OF WALK
❑
TELPED = TELEPHONE PEDESTAL • PP = POWER POLE REMOVE EXIST AC PAVEMENT
❑
MB = MAIL BOX S/W = SIDEWALK PROP AC PAVEMENT
5'-0"
PLACE 3/8" THREADED
R
ANCHORS ON EACH SIDE
6" cv cO
c. �_� 3/8 6"
RECESS
n n
==b �,� ---- ��.� tt== is
3'-0" 3'-0"
NOTE:
CONSTRUCT SPECIAL CURB COVER FROM
1/4" STEEL DIAMOND PLATE 24 3/4"X49 3/4"
USE 3/8" GALVANIZED FLUSH SCREWS TO
SECURE COVER.
REMOVABLE CURB
FACEPLATE \
14" � CURB TOP
D o / CURB FACE
MANHOLE COVER
DETAIL 1: REMOVABLE CURB FACE PLATE AND COVER DETAIL
N.T.S.