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

RIPRAP
STA. TO STA. SIDE DEPTH THICK SIZ
82+80 83+20 RT. 4' 3.0' 24"
84+20 84+60 LT. 9' 1.5' 12"
85+15 86+18 LT. 4' 1.5' 12"
98+30 99+00 LT. 4' 1.0' 9"
119+70 119+85 LT. 4' 1.0' 9"
122+20 127+00 LT. 4' 2.0' 18"
124+05 124+40 LT. 4' 1.0' 9"
125+90 127+30 LT. 4' 1.0' 9"
199+40 149+80 LT. 4' 1.0' 9"
NOTE:
O
O BURY UP SLOPE END OF
BLANKET IN A TRENCH
6" DEEP BY 6" W[OE.
~O/y
~~.
SOIL RETENTION BLANKETS
O USE A 4" OVERLAP
WHEREVER TWO WIDTHS
DF~BLANKET ARE APPLIED
SIDE BY SIDE.
STAPLE PATTERN: MINIMUM
3 PER SQUARE YARD.

BLANKET FABRIC ANCHORED
IN TRENCH
CHECK SLOTS SHOULD BE MADE EVERY
18'. INSERT A FOLD OF THE
BLANKET INTD A TRENCH 6" WIDE
BY 6" DEEP AND TAMP FIRMLY.
LAY THE BLANKET SMOOTHLY ON
THE SURFACE OF THE SOIL: DO NOT
STRETCH THE BLANKET. AND DO NOT
ALLOW WRINKLES. INSTALL STAPLE
20" ON CENTER IN TRENCH.
RIPRAP CALCULATIONS BASED ON "FEDERAL HIGHWAY ADMINISTRATION.
1987. HYDRAULICS ENGINEERING CIRCULAR No. 19. HYDRAULIC DESIGN OF
ENERGY DISSIPATERS FOR CULVERTS AND CHANNELS.
U.S. DEPARTMENT OF TRANSPORTATION. WASHINGTON D. C."
4"
GEOTEXTILE EROSION
CONTROL (CLASS B)
RECEIVED
O 2~~U
TA. TO STA. SIDE DEPTH RI_PRAP SIZE THICK REMARK
89+85 9D+30 LT. 4' 12" 1.5 NAT. GRND. 6 FILL SLOPE
99+60 101+15 LT. 4' 9" 1.0 NAT. GRND- A FILL SLOPE
102+50 104+60 LT. 4' 9" 1.0 NAT. GRND. 6 FILL SLOPE
105+55 106+25 lT. 4' 12" 1.5 NAT. GRND. 6 F[LL SLOPE
112+20 112+85 lT. 4' 9" 1.0 NAT. GRND. 6 FILL SLOPE
117+10 118+35 LT. 4' 9" 1.0 NAT. GRND. 6 F[LL SLOPE
SUNRISE' ~NGIN~'~'RING, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
12227 Sa u[h Business Park Drive. Suite 220 TEL /BOIJ 523-OI00
Draper Utah 84020 FAX [phone]
SUNRISE-_
~~
ENGINEERING
INC.
SYL NESTER GULCH Division of ~linerac . Dlogy
ACCESS ROAD
R/PRAP DETA/L
O USE A 6" OVERLAP
WHEREVER ONE ROLL OF
BLANKET ENDS AND
ANOTHER BEGINS.
PLACE BLANKET PARALLEL TO THE
DIRECTIDN OF FLOW ANO ANCHOR SECURELY.
BRING BLANKET TO A LEVEL AREA BEFORE
TERMINATING THE INSTALLATION.
00395
T
DT-1
I OF 12
6" 1n itttrvcH