HomeMy WebLinkAbout3002824120090-10312013P 27.3
SCALE IN FEET
= EXISTING SPOT ELEVATION.
X(998.0) = PROPOSED SPOT ELEVATION
= DIRECTION SURFACE DRAINAGE
GFE = GARAGE FLOOR ELEVATION
LEE = LOWEST FLOOR ELEVATION
20% OF 4000 SF IN WL TO 40 BUFFER
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NORTH POND
200 SF X 0.7 AVG DEPTH = 120 CF STORAGE
/ NOTE- DEEP TILL NORTH POND AREA TO IMPROVE DRAINAGE
GRADE BERM AS SHOWN TO CREATE POND WITH
FILL FROM GARAGE EXCAVATION, SAND AND PEAT TOPSOIL.
EXISTING HOUSE
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WEST 170.0
STRUCTURE HARDCOVER
ARE LOT AREA TO
SHORELINE 10/24/13
[ EXISTING
HOUSE = 2400 SF
FPORCH = 383 SF
-50 ASF = 333 SF
RPATIO = 460 SF
-150 ASF=310 SF
TOTAL = 3043 SF/20.3%
PROPOSED
1) ADDITION = 698 SF/4.7%
TOTAL EXISTING AND
PROPOSED = 3741 SF/ 24.9%
TOTAL PROPOSED
HOUSE = 3511 SF
X 1" (0.08 FT) = 280 CF
RUNOFF STORAGE REQUIRED
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(VERIFY)
LFE=873.5
46.1 GFE=882.0 X
MATCH EXISTING
FL-DOR -EL E V AT ION'S .1
EXISTING
HOUSE
31.7
DESCRIPTION:
PART OF NW 1/4 SEC 30,
TWN 28, R. 24, HENNEPIN CO., MN.
ADDRESS - 6244 BROOKVIEW DRIVE
PID#30-028-24-12-0090
LOT AREA = 30780 SF/ 0.7 AC
X 25% = 7680 SF STHC ALLOWED
15000 SF +/- TO SHORELINE
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1 EXISTING HOUSE
850
42;:\ •
ET WALLS 880
4.0
4.0
3. \
1-?) 28.5
COC
22.3
24.8
\ SILT FENCE
SOUTH POND
280 SF X 0.6 AVG DEPTH
= 160 CF STORAGE
LOT / WETLAND BUFFER AREAS
EDGE WETLAND TO 40 AVERAGE SBL = 4000 SF
20 WL BUFFER TO 40 AVERAGE SBL = 2000 SF
20 WL BUFFER TO PROPOSED RWALL = 1200 SF
= 800 SF / 40% OF 2000 SF N 20-40 BUFFER
/ PROPOSED
/ RETAINING WALL
TW = 871.8
BW = 863.0
/
L.] CONC CURB LLI f4lit\ 1° Land sank R. Cardarelle Surveyor -40 FLYING CLOUD DRIVE 1EN PRAIRIE,MN 55344 )2-941-3031 1 PERMIT SURVEY for TRIERWEILER RE --f
Y w 0 0 0 In < a. :T NO. IDATEAUG 28, 2013 0 z IY CERTIFY THAT THIS S _OR UNDER MY DIRECT $1. AM A DULY REGIST RED - LAWS OF .-T4 STtlf • .,, , R.i CARDAR LE- -0 0 (7)
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