HomeMy WebLinkAboutSwale Grading PlanPROPOSED SWALE
CENTERLINE (TYP).
16.2
16.55 16.9
17.2
16.916.55
16.2
18.8 19.0
19.018.8
16.9
16.6
19.30
19.10
19.30
2.0'
3.0'
3.00'
PROPOSED SWALE
CENTERLINE (TYP).
PROPOSED SWALE
CENTERLINE (TYP).
SLOPE TO
ROW SWALE
4:1 MAX
SLOPE TO
ROW SWALE
4:1 MAX
19.10
19.30
HP
19.10
19.10
19.00
19.00
19.10
19.10
19.30
SLOPE TO
SIDESWALE
3:1 MAX (TYP)
SLOPE TO
SIDESWALE
3:1 MAX (TYP)
SLOPE TO
SIDESWALE
3:1 MAX (TYP)
PROPOSED RELOCATED
DRAINFIELD EDGE
(DRAINFILED BY OTHERS)
2.00'
PROPOSED RELOCATED
DRAINFIELD EDGE
(DRAINFIELED BY OTHERS)
(FFE PROVIDED BY OTHERS)
10.0'
29.0'
11.0'
9.5'
EX1
SW
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Know what's below.
before you dig.Call
R
72 HOURS BEFORE DIGGING
CALL TOLL FREE
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SURVEY PLAN
SCALE: 1" = 10'
PROPOSED CONCRETE
LEGENDENGINEERING PLAN
SCALE: 1" = 10'
NOTES
1.SWALE GRADING PLAN IS BASED ON EXISTING CONDITIONS
AND ELEVATIONS SURVEY BY ALEXANDER J. PIAZZA PSM, INC.
AND PROVIDED TO MBV ON JULY 22, 2020.
2.THE PROPOSED FFE EL = 19.80 WAS USED FOR THE SWALE
GRADING PLAN BASED ON THE FORM BOARD SURVEY BY
ALEXANDER J. PIAZZA PSM, INC. AND PROVIDED TO MBV ON
JULY 22, 2020.
3.SEPTIC TANK AND DRAINFIELD DESIGN BY OTHERS,
18.75
17.17
PROPOSED ELEVATION
EXISTING ELEVATION
DRAINAGE FLOW DIRECTION
STATE OF
ROFL ADl R
F
O
R
P
lSSE
ANO l N E E
E N GL
ENSEClL
No. 72460
AARON G. STANTON
FL. P.E. #72460
A A R O N G . STAN
T
O
N