HomeMy WebLinkAboutS-1334 Map 10PROVIDE HAY BALES'
AND SILT FENCING.
STAKE AT 4'ON CENTER,
MAX
PROVIDE HAY BALES —�
AND SILT FENCING.
STAKE AT 4'ON CENTER,
MAX
PLACE 4" THICK --�
CONCRETE ON TOP
OF LEVEE ADJACENT
TO CURB ALONG ENTIRE
LENGTH OF CURB CUT
PROVIDE 10' x 10'
x T THICK RIPRAP
AT OUTLET OF 8"
PIPE --�_
e�— 20_ ALLEY
-- ----„ �-----
N89°57 2gE 50.04'
PROVIDE CONCRETE OVERFLOW
SPILLWAY. SPILLWAY SHALL BE
3 FEET WIDE W/6x6 - W2.9x2.9 WWF.
TOP OF SPILLWAY EL-87.5. SPILLWAY
SHALL HAVE 6" WIDE x 6" HIGH CURBS
ALONG EACH SIDE. SPILLWAY SHALL
EXTEND DOWN EACH SIDE OF LEVEE
TO TOE OF SLOPE. PROVIDE AN 8" DIA
PVC PIPE THRU LEVEE UNDER CENTER
OF SPILLWAY WITH INLET EL-86.25 AND
OUTLET EL-86.0
TFR THRU' �,
12th STREET
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PROVIDE HAY BALES
AND SILT FENCING.
STAKE AT 4-ON CENTER,
MAX
13th STREET
SITE GRADING PLAN
20 10 0 20 40FT
SCALE: 1"= 20'
NOTE:
PROVIDE HAY BALES AND SILT FENCING WHERE SHOWN AND NOTED AND PROVIDE SEED AND MULCH ON
AREAS TO BE LEFT UNATTENDED FOR MORE THAN TWO WEEKS. MULCH SHALL BE APPLIED AT A RATE OF