HomeMy WebLinkAboutPLANS - 05-00162 - 508 Golden Willow Dr - New SFRNOTE: CITY STANDARD
FOR NEW CONSTRUCTION
rJ0114TS AT
5'-0' (TYPo
1/2' PREFORMED
EXPANSION JOINT ,t
NOTE: USE WIZEN
EXISTING SIDEWALK
NEXT TO CURB & GUTTER
BACKSIDE
DEPRESSED V
N
Z Y
b WAN
QFC
TRUNCATED DGME �1N2 SLOPE /
DETECTABLELIT-0-
5'-0'
WARNING PANEL) `CURB AT FRONT
OF ACCESS CUT
FLUSH WITH CURB AT FRONT
GUTTER OF ACCESS CUT
FLUSH WITH
GUTTER
DEPRESSED ACCESS
WITH LANDSCAPE STRIP
1/2'
�1/4' TOOLED RADIUS 2'R� I I/
f
.. v �4r 4
STANDARD CURB AND GUTTER SECTION
I NOTE
12' OF GRANULAR BORROW
BENEATH LURE NOT
SHOWN FOR CLARITY.
1/4' TOOLED RADIUS
a
!. I
• 4 v
a
�p
DRIVEWAY CURB AND GUTTER SECTION
SIDEWALK
RAISED 1/4'
ABOVE CURB.
CORNER TO
HAVE t/4'
TOOLED
RADIUS.
DRIVEWAY RAISED
1/4' ABOVE CURB.
CORNER TO HAVE 1/4'
TOOLED RADIUS,
\� TO NORMAL. HEIGHT
1,12 SLOPE
`-TRUNCATED DONE
DETECTABLE
WARNING PANEL.
DEPRESSED ACCESS
NO. 4 REBAR 12' ON CENTER
BOTH WAYS
m
i
`.6' OF CRUSH
VALLEY GUTTER SECTION (NO SCALE)
CROSS DRAIN DETAIL
Lary
DRIVEWAY (LANDSCAPE STRIP)
(Commercial)
34 Rebars Evenly Spaced
In on -Extruded Curb VOr• c
Note, (Residential does Landscape Strip
not require rebar
reinforcement) — Slo a As Re aired _1
C
maamess
CITY OF
REXBURG
America's Fmmjy Commrnni ty
Line
67— 1n z
See Note #1
Commercial)
SECTION B 4 Rebar 1B" on Center
atm ways
B Note, (Residentlal does
not require rebar reinforcement)
COMMERCIAL & RESIDENTIAL DRIVEWAY
NOTES:
1. 12" of Granular Fill (see ISPWC Standard Specifications
Section 801 & 802) shall be required under all
concrete. Any alternate depth including naturally occurring granular
base material encountered must be approved by the
City Engineer.
2. All concrete shall be cured with a curing
compound as specified in the Standard
Specifications or as directed by the
City Engineer. (See ISPWC Section 703)
3. Standard sidewalk width is 5 foot W/ broom finish.
Standard slope is 1/4" per foot to street.
1:12 slope maximum
4. Place preformed expansion joint filler at
driveway construction and at maximum
spacing of 50 feet of sidewalk.
5. All concrete shall be 6 bog Portland cement.
With 3% to 5% entrained air.
6. Where curb & gutter is not present, asphalt must be sawcut to allow for
smooth transition.
/ PmjatN®emdAddnas
CITY OF REXBURG
SIDEWALK CURB & GUTTER DRIVEWAY
STANDARD DETAILS
Walk
FLOOR FRAMING
2x4 NAILED BETWEEN
Guo� (3� )
r
10'-5'
6,%(14) TREADS
(15) RISERS
00
co i
7
mall ,
8
5 {z_
2x12 STAIR
STRINGER
FINISH FLOOR
STAR SE(
SCALE: 1/2" = 1'
FLOOR FRAMING
NOTE:
1) CONTRACTOR TO FIELD VERIFY
EXACT DIMENSIONS REQUIRED FOR
RISERS AND TREADS
2) HEAD HEIGHT TO BE 6'8" MIN.
3) STAIR RAIL TO BE ;� MIN. TO
a95'r MAX.
4) SPINDLES ON RAILING TO BE
MAX. OF 4" APART
2x4 NAILED BETWEEN
STRINGERS AND ANCHORED
INTO FLOOR
b vio,)l
vvO
PROJECT NAME
A
NEW
CUSTOM
DESIGNED
HOME
FOR
THE
WIEMER
FAMILY
DISCLAIMER
ABLED DIMENSIONS
'AKE PRECEDENCE
)VER USING SCALE
)N DRAWING.
ONTRACTOR TO
/ERIFY ALL CODES
WD PRACTICES.
B&L DEVELOPMENT
DRAWN BY
®® Ul
A+
DRAFTING AND DE9GNS,
LLC.
aao NORTH zoo EAST
RDMURG, ID axw
PH: (20a) 200-99]0
p e
0405-31
ISSU
05-19_2005
cH
SF IR
SECTION
cuc
A-102
SHEET 2 OF 5