2006-08-02_PERMIT FILE - C1980007

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 8/2/2006
• Doc Name: Plans of Proposed Access Road
• Section_Exhibit Name: Exhibit 75 SGARE Appendix A
• Media Type: D
• Archive: No

I~
~~
THE MINIMUM SPLICE LENGTH FOR COMMON BAR SIZES SHALL BE:
BAR 4 5 B6
SPLICE LENGTH 1'-3" 1'-7" 2'-0'

e = e~~ ee -~
1'-6- I•-~--~
1'-6" ~
1'-6" ~
I'-6" ~--'~--~
1'-6' ~--~-~
1'-4" ~-~
I'-3"
11'
9"
7
N = 2' 3' 4' S' 6' 7' 8' 9' 70' 11'
p = 1'-0" 1'-2' 1'-$ 1'-6' 1'-8" 1'-10" 2'-0" 2'-Y 2'-4" 2'-6"
b = 1'-B" 2'-0" 2'-4' Y-8" 3'-0' 3'-4' 3'-e" 4'-D" 4'-4' 4'-6'
w = 2'-8" 3'-2" 3'-8' 4'-2" 4'-8' S'-2" 5'-B" 6'-2' 6'-8' T-2"
BARS X401'-6" 401'-6" X401'-6" 401'-6" 401'-6" X401'-4" 501'-3" 5011" 609" ~60T
.YD./LF. 0.161 0.210 0.259 0.308 0.358 0.407 0.457 0.506 0.556 0.604
B./LF. 8.0 9.3 10.7 12.1 14.3 16.4 23.0 28.6 41.8 d
D
54.6
L
USE DESIGN FOR
k=4'-I
DESIGN TABLE
DESIGN FOOOTING LINE.
PLAN
w .6'-2'
QUANTINES FOR TOE WALL ONLY
CONCRETE 0.049 CU. YD./UN. FF.
REINFORCEMEM 3.4 LB./UN. FT.
4
BARS
9' 6"
MAX 3'-0"
I 3' CLR
6"
APRON
• ELEVAT ION'V TQE+ WALL
DESIGN EXAMPLE
` RE//S/ONS
SUNI~ISL' ~'NGIN~'~RING, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
12227 South Business Park Drive, Suite 220 TEL (BOIJ 523-0100
Draper. Uteh 84020 FAX (BOIJ 523-0990
GENERAL NDTES
1. ALL EXPOSED CONCRETE CORNERS SHALL DE CHAMFERED 3/q".
2. WINGWALL FOOTINGS SHALL BE PLACED MONOLITHICALLY.
3. SEE THIS SHEET FOR DIMENSIONS "Ba". "K". "L". "M"
AND ANGLES FOR WINGWALLS-
4. REINFORCING STEEL SHALL BE GRADE 60
5.
c k
` CONGC
' REINF.
• DOES NOT INCLUDE TOE WALL OR APRON Q UANTITIES
3'-B" L
~4 ALONG
T TOP OF WA11
T
LONG I
C -BARS
I
h
SHORT C - fl4RS
ALTERNATE WITH
LONG C -BARS.
31/2 " x 11/2
CONSTR. HEY -
2" CLR.
1' 0"
2" CLR CONCRETE APRON
60' APRON
L (TYP. 70E WALL
~4 O 1' O'
CONSIRUCTION\ `TOE WALL
JOIM
I
I
STATION / WINGWALL
/
DRAINAGE BEHIND WALLS, IF ~ HEADWALL
REQUIRED, WILL BE SPECIFlED /
AND PAID FOR AS SHOWN ~
ON THE PROJECT PLANS
~ 30'
E OF ROADWAY /
_ d -BARS i
STATIONING ~ /
5-~~ SIX ~4 (SEE DETAIL "A~ ' /
i
e ~ -- ~ 3"CLR. /
o b L~ ~
CTRS. `// 60' ~' /
• \ (TYP.) I /x STATION
\ /I
cTRS. TYPICAL SECTION FLOW
I
WINGWALL DIMENSIONS
HEADWALL STA. HEADWALL
' OFFSET PIPE
DIA.I Bp1 K L M
B3+2q.59 OUTLET 34.21 RT 84" 2'-0" 6'-0" 7'-10"
84+12.17 INLET 18.22 RT 8q" 5'-0" 6'-0" i'-10"
~4 O I'-6"
\ ~ 3" CLR
$4 0 I'-6'
1'-0"
~"'~ MIN.
_J ~-__-~
~ ~4 x 2' 0" O 1' 6'
CONCRETE APRON
REINFORCEMENT 0.89 LB./SQ. FT
TYPICAL CULVERT T ' ""' ""
1
DESIGN DATA: ~
UNR STRESSES: fg= 24,000 PSI ,
fc= 1,200 PSI
n = 9
EOUNALENT FLUID PRESSURE = 36 CBS./CU. Fi. "
MAXIMUM TOE PRESSURE = 1 TON/S0. Fi. '
ALL CONSTRUCBON JOINTS SHALL BE THOROUGHLY CLEPNED
BEFORE CONCRETE IS POURED. i.
WINGWALL AND APRON CDNCRETE SHAll. BE: ~~
CONCRETE CIA55 B, OR D (WALQ FOR PIPES.
LNE LOAD SURCHARGE HAS NOT BEEN CONSIDERED.~WALLS
WITHIN °/z OF THE EDGE OF THE ROADWAY SHOULDER WILL
REQUIRE A SPECIFL DESIGN IN ACCORDANCE WITH AASHTO
STANDARD SPECIFlCATIONS FOR HIGHWAY BRIDGES. I
APRON REQUIRED AT INLETS PND OUTLETS
I
~~/_
SUNRISE-_
ENGINEERING
[NC.
~~
FlLL SLOPE _ -}-
r
-{ 10" ~ 5'-0" M4X. FOR 11/z :1 SLOPE
_ "-v UNUMREID FOR SLOPES FLATTER THAN 11/z:t
1
SYL NESTER CULCH
ACCESS ROAD
HEADWALLS FORT P/PE CUL PERTS
FlNISHED
MAR =' 0 2006
00395
ST-OI
Ol sOF 02
PIPE INVERT
WINGWALL ELEVATION
M =Ba+ 10"
UNLESS oTl{6q',ylSEIcNBNyA pM~6WS.