HomeMy WebLinkAbout5658-2BAR,
5/8" je
•
(16 mm)
DETAtL OF ANCHOR
CM FAM
POINT M POINT N
W75 mm) MN
(150 min)
SECTION
INLET TYPE 1
CM FACE
FL
DINT P POINT QL/
uj
Go
NOTES
1. FLOOR OF BOX SHALL BE TROWELED SMOOTH.
2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1
BEGINS AT THE TOE RATHER THAN AT THE R/W LINE.
3. FOR OPEN DITCH (TYPE 2). THE 24" (600 mm) EXTENSION BEYOND
THE R/W LINE IS NOT REWIRED WHEN BACK OF WALK IS 24" (600 mm)
OR MORE FROM THE R/W LINE; HOWEVER THE PIPE SHALL EXTEND
TO' THE R/W LINE IN ANY EWNT.
4. TOP OF INLET STRUCTURE (TYPE I & 2) SHALL BE FLUSH WITH ADJACENT
SURFACE WHERE PRACTICAL
S. A HEADED STEEL STUD, 5/8" x 6-3/8* WITH A I" HEAD
(16 x 160 mm, 25 mm HEAD) ATTACHED BY A FULL PENETRATION suTT
WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6. NORMAL CURB FACE AT POINT M AND 0. CURB FACE IS 8 + 5" (125 mm)
AT POINT N AND P.
7. THE 3" (7S mm) LEG OF THE 5/8" (16 mm) DIA ANCHORS SHALL
BE PARALLEL TO THE TOP OF SIDEWALK.
8. SLOPE - 10%.
STREET IMPROVE ENT PLANS
CITY OF FONTANA
5335 VALLEY BLVD., O 1 t
CURVE
l(f, L30M !!!!!!
DELTA ANGLE
ARC LENGTH
TANGENT
A
TC GRADE LINE AS
73013'02"
12.78'
7.43'
B
SHOWN ON PROFILE3
TW OF CM
12.78'
7.43'
C
IM OF CURB
, -
12.78'
7.43'
D
10.00,
73013'02"
12.78'
7.43'
E
10.00,
t"wo 0 010
12.78'
7.43'
F
OINT N
"�—POINT p POINT
Q:7
7.43'
POINT M PROFIL.E
CONSTRUCT 6' WIDE PARKWAY DRAIN FROM INFILTRATION BASIN PER SWPPC STD. 151-2 TYPE 2 PER SEE SHEET 2 OF PLANS
55 LF
13
CONSTRUCT 6" P.V.C. PIPE LOW FLOW BYPASS FOR INFILTRATION BASIN
4ALVANZW s
ANU
sor"x
Rm%i
PROVIDE STREET LIGHT - 8 FT MAST ON EXISTING POWER POLE (90 W LED)
1 EA
RX S (M mm) AN UA 0 2 Vt.
.Now -.woo 1�mzl �111
#*=& MfWX USE 3 ANUM mm)
sAr"m 3.112 e�= HolE a
,
(10
FOR S - 44r (1200 mm) MO
11: (4501
7# (2401
24! (60
r (75 fnm)
It
row
#8.
USE 2–i/2. x2 (6441 S,)
) 2W mm
- so mm)
wvf�m sm 1m#110
cp
V ATT V To
( mm} U% 3-1ltx3 x1l2" "Sim
SECTION A-•-
400
($9x78xI27) MANED SM ANQE
Hit - L25i
J M AM #3 (VOM� –r—
mm xna
00
4w
SECTfON B-13
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PRomut"Im W Iva
STANDARD5 7=11"
PU" MOM MOWS #W-
ommomm comuffm
PARKWAY DRAIN
Im
4410ow
15low-2
KV. 10ft 2M
uj
Go
NOTES
1. FLOOR OF BOX SHALL BE TROWELED SMOOTH.
2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1
BEGINS AT THE TOE RATHER THAN AT THE R/W LINE.
3. FOR OPEN DITCH (TYPE 2). THE 24" (600 mm) EXTENSION BEYOND
THE R/W LINE IS NOT REWIRED WHEN BACK OF WALK IS 24" (600 mm)
OR MORE FROM THE R/W LINE; HOWEVER THE PIPE SHALL EXTEND
TO' THE R/W LINE IN ANY EWNT.
4. TOP OF INLET STRUCTURE (TYPE I & 2) SHALL BE FLUSH WITH ADJACENT
SURFACE WHERE PRACTICAL
S. A HEADED STEEL STUD, 5/8" x 6-3/8* WITH A I" HEAD
(16 x 160 mm, 25 mm HEAD) ATTACHED BY A FULL PENETRATION suTT
WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6. NORMAL CURB FACE AT POINT M AND 0. CURB FACE IS 8 + 5" (125 mm)
AT POINT N AND P.
7. THE 3" (7S mm) LEG OF THE 5/8" (16 mm) DIA ANCHORS SHALL
BE PARALLEL TO THE TOP OF SIDEWALK.
8. SLOPE - 10%.
STREET IMPROVE ENT PLANS
CITY OF FONTANA
5335 VALLEY BLVD., O 1 t
CURVE
RADIUS
DELTA ANGLE
ARC LENGTH
TANGENT
A
10.00,
73013'02"
12.78'
7.43'
B
10.00,
73013'02"
12.78'
7.43'
C
10.00,
73013'02"
12.78'
7.43'
D
10.00,
73013'02"
12.78'
7.43'
E
10.00,
73013'02"
12.78'
7.43'
F
1 10.00'
73013-02"
12.78'
7.43'
L7LI
20 0 20 40
Scale: 1u=20'
CONSTRUCTION NOTES
QUANTITY
O
INSTALL MIN. 6.5" A.C. OVER 12" MIN. OF 95% COMPACTED NATIVE PER CITY STD. 401 (1,329 S.F.)
54 TONS AC
SAWCUT EXISTING PAVEMENT
451 LF
O3
INSTALL SIDEWALK PER CITY STD. 1006 - MODIFIED TO CURB ADJACENT
2,130 SF
REMOVE EXISTING A.C. PAVEMENT
955 SF
INSTALL MODIFIED 10' RADIUS COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 1002 (W=AS SHOWN)
1,610 SF
REMOVE EXISTING CURB & GUTTER
37 LF
REMOVE EXISTING DRIVEWAY APPROACH
800 SF
O
REMOVE EXISTING PCC SIDEWALK
1,186 SF
O
INSTALL NEW CURB AND GUTTER 8" (MATCH EXISTING) PER CITY STD. 1000
211 LF
10
RELOCATE EXISTING UTILITES OR ABANDON IF NOT NEEDED AS NECESSARY
VARIOUS
11
INSTALL 90 WATT LED STANDARD STREET LIGHT PER CITY STD. 404
3 EA
12
CONSTRUCT 6' WIDE PARKWAY DRAIN FROM INFILTRATION BASIN PER SWPPC STD. 151-2 TYPE 2 PER SEE SHEET 2 OF PLANS
55 LF
13
CONSTRUCT 6" P.V.C. PIPE LOW FLOW BYPASS FOR INFILTRATION BASIN
72 LF
14
PROVIDE STREET LIGHT - 8 FT MAST ON EXISTING POWER POLE (90 W LED)
1 EA
ESTIMATE IS FOR FEE PURPOSES ONLY. CONTRACTOR RESPONSIBLE FOR OWN QUANTITIES.
PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY THE SOIL ENGINEER AND APPROVED BY
THE CITY ENGINEER.
-------------------------------------------------------------- : I I /
-- — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
-------------
Qo
F-1 F-1
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
ti
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — —
--- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
�R
- - - - - - - - - - - - - - - - - - -
Lo
co
C) C) C)
-T - - _� T -
blULVVALK
EXTG. ROW LINE
0
nm]
O
co