HomeMy WebLinkAbout3311721230030-1231201415596.00
X949.2
DEC 3 1 2014
X951.4
000.0
(955.1)
(955.50)
(958.00)
(959.17)
(949.33)
959.62
954.0 =
93.5
N
IMPERVIOUS AREA : 3,410 SQ. FT (29.9%)
ORIGINAL AREAS:
LOT AREA : 11,391 SQ. FT
EXISTING HOUSE AREA: 1 ,677 SQ. FT
EXISTING DRIVEWAY AREA: 701 SQ. FT
EXISTING CONCRETE AREA: 141 SQ. FT (FRONT)
EXISTING CONCRETE AREA: 699 SQ. FT (REAR)
IMPERVIOUS AREA : 3,218 SQ. FT (28.3%)
955.8
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ENGINEERING
CONSUL11NG ENGINEERS,
, ROBE PLANNERS and LAND SURVEYORS
tNGINEERING
COMPANY, INC.
1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000
CERTIFICATE OF SURFEY PROJECT NO.
34.93 95.) X 1ST FLR 954.93 z PREPARED FOR:
TIMBERLAND HOMES
LU
0 'N DENOTES EXISTING ELEVATION
DENOTES PROPOSED ELEVATION
INDICATES DIRECTION OF SURFACE DRAINAGE
FINISHED GARAGE FLOOR ELEVATION
TOP OF FOUNDATION ELEVATION
MAIN FLOOR ELEVATION
BASEMENT FLOOR ELEVATION
ORIGINAL MAIN FLOOR ELEVATION
DENOTES VERIFIED AS -BUILT ELEVATION
19\5 2\27 N
951.4 X44953.5 0
\
1
N89°58'55"
134.14
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EXTRA FOUNDATION
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953.2
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S if-TTENCE
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X950.8 NOTE: DROP GARAGE 2.5FT. Amon= 1•101111n °D ROCK! c'? CON 1. • (954.0)
I x PROPOSED AREAS:
LOT AREA
HOUSE AREA
PORCH AREA
DECK AREA
DRIVEWAY AREA
FRONT SIDEWALK AREA
951.5 X I. el
"Cpc:50
: 11,391 SQ. FT
: 2,227 SQ. FT
: 146 SQ. FT
: 238 SQ. FT
:701 SQ. FT
:
9850. FT
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SILT FENCE ADDRESS: 5717 BERNARD PLACE M1n 1110
957'3 957.6 957.1 134.01 956.4 WOOD FENCE 956.2 956.4 957.1
TOP WW ri 980.09 11.4 to
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Legal Description:
LOT 10, BLOCK 2,
MELODY KNOLLS 3RD ADDITION,
HENNEPIN COUNTY, MINNESOTA
a; c°L. 0.
•"1-
I I
p, /.p. 33 -10-21 -23- 0036
I hereby certify that this is a true and correct
representation of a tract as shown and
described hereon. As prepared by me this 2ND
day of DECEMBER, 2014.
p Minn RPg No 1Q086
\ RUSSELL P. DAMLO
35.87
6.5
PEemir-1 Nitizt
PROJECT NO. 15596.00
PREPARED FOR:
TIMBERLAND HOMES
000.0 DENOTES EXISTING ELEVATION
(000.0) DENOTES PROPOSED ELEVATION
INDICATES DIRECTION OF SURFACE DRAINAGE
954.27 = FINISHED GARAGE FLOOR ELEVATION
959.62 = TOP OF FOUNDATION ELEVATION
954.0 = DENOTES VERIFIED AS-BUILT ELEVATION
ADDRESS: 5717 BERNARD PLACE
LOT AREA: 11,391 SQ. FT
EXISTING HOUSE AREA: 1,677 SQ. FT
EXISTING DRIVEWAY AREA: 701 SQ. FT
EXISTING CONCRETE AREA: 141 SQ. FT (FRONT)
EXISTING CONCRETE AREA: 699 SQ. FT (REAR)
IMPERVIOUS AREA : 3,21 8 SQ. IT (28.3%)
SCALE : 1" = 20'
Legal Description:
LOT 10, BLOCK 2,
MELODY KNOLLS 3RD ADDITION,
HENNEPIN COUNTY, MINNESOTA
pNGINEERING
ROBE
E
PLANNERS and LAND SURVEYORS
CONSULTING ENGINEERS,
COMPANY, INC.
1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000
CU
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in
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X
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0030
I hereby certify that this is a true and correct
representation of a tract as shown and
described hereon. As prepared by me this 11TH
day of NOVEMBER, 2014.
'
n
9
inn. Reg. No. 19086
EXISTING CONDITIONS AS-BUILT SURVEY
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\ RUSSELL P. DAMLO
1 \
952.7
DEC 3 1 2014
1 1 1 4
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STORMWATER AND EROSION CONTROL PLAN PROJECT NO. 15596.00
: 11,391 SQ. FT
: 1 ,G77 SQ. FT
: 70 I SQ. FT
: 141 SQ.. FT (FRONIT)
: G99 SQ. FT (REAR)
ORIGINAL AREAS:
LOT AREA
EXISTING HOUSE AREA
EXISTING DRIVEWAY AREA
EXISTING CONCRETE AREA
EXISTING CONCRETE AREA
ADDRESS: 5717 BERNARD PLACE
957.3 957.6 957. I 134.01 956.4 WOOD FENCE 956.2
x889°59'105tW tr3 957.2 4?
TOP W.W.
)4_959.5 9.7 vv vV $5`-
oi 960.09
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q+ MPL 36" co 957.3
SILT FENCE aerosol grim= me= resents
N X949.2
000.o DENOTES EXISTING ELEVATION
(955.1) DENOTES PROPOSED ELEVATION
INDICATES DIRECTION OF
SURFACE DRAINAGE
(955.50) = FINISHED GARAGE FLOOR ELEVATION
(958.00) = TOP OF FOUNDATION ELEVATION
(959.17) = MAIN FLOOR ELEVATION
(949.33) = BASEMENT FLOOR ELEVATION
959.62 = ORIGINAL MAIN FLOOR ELEVATION
954.0 = DENOTES AS-BUILT ELEVATION
PROPOSED AREAS:
LOT AREA: 11,391 SQ. FT
HOUSE AREA : 2,227 SQ. FT
roKch AREA: 1 4G SQ. FT
DECK AREA: 235 SQ. FT
DRIVEWAY AREA : 701 SQ. FT
FRONT SIDEWALK AREA : 98 5Q. IT
IMPERVIOUS AREA: 3,410 SQ. fT (29.9%)
IMPERVIOUS AREA: 3,2 1 8 SQ. FT (28.3%)
SCALE : 1" = 20'
Legal Description:
LOT 10, BLOCK 2,
MELODY KNOLLS 3RD ADDITION,
HENNEPIN COUNTY, MINNESOTA
ROBE
ENGINEERING
COMPIINY, INC.
1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PI-I (952)432-3000
/< 1ST FIR cD
954.93 z 1.11
cs-)
5<- °
LLJ L
951A X-X953.5
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ks)
949.7x
(954.0)
X 953.4 \-Nr..___a_2,00_ _,
EXTRA FOUNDAttON1 953. / (955L5) LU N
7.5% Lo c) 0 10
LI- 0 17.0 1 I
_ _ _ _
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0) " (r) 6 (N.1
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951.3
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955.8
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
M nesota.
Date?( DE'C WO,- Reg. No. gitiCV
rn
953.1 X
CONSULTING ENGINEERS,
PLANNERS and LAND SURVEYORS
954. I I 953 9 •
953.8 -, - X C)
954\0 (95 0) EXPOSE WALL AS NEEDED
35/53 956.9 7.0
(957.5)
957.4
10121912121:11 .129:1511.1
DECK
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PREPARED FOR:
TIMBERLAND HOMES
ROCK(
- CONST.
cINTI(EANCE
=:1750.• =Win Glinill‘•
35.87
/ 952.4 9.3.5
113110Mnall
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952.7 N
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952.0
SIII7ENCE
No
952.2
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95 I .5
X
DEC a i 2016
952.2
951. 34.93
SET IF
952.5
952.8
953.2
las X958.4
co 958.2 \
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r610971 I 61.401" 5 7/ "/ oanmep
SEDIMENT ERtDSION CONTROL NOTES
I. All exposed soil areas, including temporary
stockpiles, must be stabilized as soon 05 possible
but in no case later than 14 days after
construction activity in that portion of the site has
temporarily or permanently ceased. Stabilize %with
temporary seed and straw mulch applied at 2 tons
per acres.
2. Silt fence shall be installed and at the locations
shown on the plan and around any stockpiles. Silt
fence shall be inspected and maintained weekly
(and within 24 hrs of a 0.5" rainfall) until final
seeding and mulching (or sodding) of lot.
3. A rock construction entrance shall be installed
and maintained at the location shown on the plan.
4. Contractor or Permitee shall provide and
maintain inlet protection on all storm drain inlets
that will receive sediment laden flow as a result of
construction. Inlet protection and maintenance
shall remain in place until all sources with potential
for discharge into the inlet have been stabilized.
Inlet protection may be removed from a particular
inlet if a specific safety concern (such as flooding)
has been identified. The permitee must receive
written correspondence from the City of Edina
verifying the need for removal. Permitee shall
conduct a visual inspection to determine which
inlets need protection. (Inlet devises must be
removed between Oct. 20th and Oct. 31st.
Devises must be reinstalled by Mar. 15th weather
permitting).
5. If down gradient sediment practices are
overloaded, additional up gradient erosion control
practices will be installed to reduce loading.
G. Dust control 15 the responsibility of the pc:mit
holder. The permit holder must eliminate dustt
problems upon receiving notice from the Buildling
Official that there is a dust problem.
7. MINNEHAHA CREEK WATERSHED DISTRICT.
(952) 64 I -4532
8. Street cleaning shall occur daily or as needed.
9. Contact person for site cleanliness and
maintenance of the erosion and sediment
controls. Chris Gores (0 I 2) 363-4501.
10. No concrete washout allowed on site, truck
based self containment washout devises
required.
11. Oil stains on city streets to be cleaned up
with floor dry, and disposed of as a
hazardous waste material.
I 2. All hazardous waste to be cleaned up and
disposed of per EPA standlards.
I 3. Temporary pumped discharge pollution
prevention technigues: Discharge to temporary
sediment basin in rear yard with erosion control
devise at outlet.
STORMWATER
This Stormwater Management Man (in narrative form)
must detail how stormwater will be controlled to prevent
damage to adjacent property and adverse impacts to
the public stormwater drainage system.
I . Permit holder shall inspect and maintain sediment and
erosion control devices (ie: silt fence and inlet
protection) weekly (or within 24 hrs of a 1/2" or more
rainfall). Sediment must be removed when it is 1/2 the
height of the sediment and erosion control de:vise.
2. Final grading on the lot shall minimize concentrated
flow and shall promote sheet flow to the front: and the
rear. Final drainage patterns shown are similar to the
existing conditions of the lot.
PROJECT NO. 15596.00 PROPOSED DRAINAGE AREAS
LOT APA:
HOUSE AREA
PORCH AREA:
DECK AREA:
DRIVEWAY AREA:
FRONT SIDEWALK AREA:
11,391 SQ. FT
: 2,227 SQ. FT
146 SQ. FT
238 SQ. FT
701 SQ. FT
98 SQ. FT
11,391 SQ. FT
1,077 SQ. FT
701 SQ. FT
141 SQ. FT (FRONT)
699 SQ. FT (REAR)
ORIGINAL AREAS:
LOT AREA:
EXISTING HOUSE AREA:
EXISTING DRIVEWAY AREA:
EXISTING CONCRETE AREA:
EXISTING CONCRETE AREA:
Cn 1
952.4
949.2
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949.7
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953.5 952.5
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958.2 \
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953.81
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PREPARED FOR:
TIMBERLAND HOMES
000.0 DENOTES EXISTING ELEVATION
(955.1) DENOTES PROPOSED ELEVATION
INDICATES DIRECTION OF SURFACE DRAINAGE
(955.50) = FINISHED GARAGE FLOOR ELEVATION
(958.00) = TOP OF FOUNDATION ELEVATION
(959.17) = MAIN FLOOR ELEVATION
(949.33) = BASEMENT FLOOR ELEVATION
959.62 = ORIGINAL MAIN FLOOR ELEVATION
954.0 = DENOTES VERIFIED AS-BUILT ELEVATION
NOTE: DROP GARAGE 2.5FT.
ADDRESS: 5717 BERNARD PLACE
PROPOSED AREAS:
IMPERVIOUS AREA: 3,410 SQ. FT (29.970)
IMPERVIOUS AREA: 3,2 I 8 SQ. FT (28.370)
34.93 953.1 X 1ST FLR
954.93 z Lu
p_
CID
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953.3
"956.-71 -----
956.I ( O
Proposed Diaxinage Area 4- o
4,916 SOFT
35/53 956.9 7.0
954\0 (954.0) x 953.4 X 94I L\
95G.0 4
+MPL 36" S54.
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956.5
/ (955.5)
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(957.5
(954.5)
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1---14."-oosed Drainage Area 2
6,472 SQ FT
X951.4
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953.2 953.4
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xS89°59'10"W Lo 957.2 4.3
047 t* X958.4 --958--
L.O.
33-11-1-11-25- 030
I hereby certify that this is a true and correct
representation of d tract as shown and
described hereon. As prepared by me this 2ND
day of DECEMBER, 2014.
Minn. Reg. No. 19086
\ RUSSELL P. DAMLO 1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000
LOT 10, BLOCK 2,
MELODY KNOLLS 3RD ADDITION,
HENNEPIN COUNTY, MINNESOTA
SCALE : 1" = 20'
Legal Description:
ENGINEERING
CONSULTING ENGINEERS,
, ROBE PLANNERS and LAND SURVEYORS
tNGINEERING
COMPANY. INC.
HARD COVER - PROPOSED DRAINAGIE AREA -1
TOTAL HARD COVER: 1,978 SQ. FT.
DRIVEWAY AREA :
HOUSE AREA:
FRONT SIDEWALK AREA:
PORCH AREA
HARD COVER - PROPOSED DR !NAGE AREA 2
HOUSE AREA: 1,194 SQ.
701 SQ. FT
1,033 SQ. FT
98 SQ. FT
: I 46 SQ. FT
954.."-: 955.9/ / ------ FD 51=c
---- X (/
X957.4 r--;958.5
/
( V
\ c \
\
\
\
956.4 957.1
35.87
957.3 957.6
ce-TOP W.W.
cr5 980.09 -p
959.5 959 7 WW
0 -
CC 0 0_
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CD in
cs)
000.0 DENOTES EXISTING ELEVATION
DENOTES PROPOSED ELEVATION
INDICATES DIRECTION OF SURFACE DRAINAGE
1/-0/14e 571-1 bevviten pt.
PROJECT NO. 15596.00
(000.0)
954.27 = FINISHED GARAGE FLOOR ELEVATION
PREPARED FOR:
TIMBERLAND HOMES
959.62 = TOP OF FOUNDATION ELEVATION
954.0 = DENOTES VERIFIED AS-BUILT ELEVATION
ADDRESS: 5717 BERNARD PLACE
EXISTING CONDITIONS DRAINAGE AREAS
-I- 34.93 s53. X 1ST FLR
954.93 .2S
CO
IMPERVIOUS AREA : 3,218 SQ. FT (28.3%)
HARD COVER - EXISTING DRAINAGE AREA 1
EXISTING DRIVEWAY AREA : 701 SQ. FT
EXISTING CONCRETE AREA: 141 SQ. FT
EXISTING CONCRETE AREA: 04 SQ. FT
EXISTING HOUSE AREA: 801 SQ. FT
TOTAL HARD COVER: 1,767 SQ. FT.
HARD COVER - EXISTING DRAINAGE AREA 2
EXISTING HOUSE AREA : 815 SQ. FT
EXISTING CONCRETE AREA: 030 SQ. FT
TOTAL HARD COVER: 1,451 SQ. FT.
SCALE : 1" = 20'
Legal Description:
LOT 10, BLOCK 2,
MELODY KNOLLS 3RD ADDITION,
HENNEPIN COUNTY, MINNESOTA
CONSULTING ENGINEERS,
pROBE PLANNERS and LAND SURVEYORS
ENGINEERING
COMPANY, INC.
1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PI-I (952)432-3000
LOT AA:
EXISTING HOUSE AREA :
EXISTING DRIVEWAY AA:
EXISTING CONCRETE AREA
EXISTING CONCRETE AREA
11,391 SQ. FT
1,077 SQ. FT
701 SQ. FT
: 141 SQ. FT (FRONT)
: 099 SQ. FT (REAK)
3'4.95' ' • .
'• „ I
CONC.
DRIVE. ° 1°'
°4 " " 9'53.3 9538 542
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(3`'' I
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956.2
957,0
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953.81
FD SPIc
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co_
LO TOP W.W.
(-6 960.09 to -P 10 co
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957.6 957.1 134.01 956.4
xS89°59'10"W to 957.2 <0
10 ti4. X958.4
0
\ 953.8/
N RUSSELL P. DAMLO
vmot? r...eNcE
e% -I- t• I I I I I %A I._ • // I •
I hereby certify that this is a true and correct
representation of a tract as shown and
described hereon. As prepared by me this 11TH
day of NOVEMBER, 2014.
po. 0030
958.2
956.2
Minn. Reg. No. 19086
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952.4
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DEC 3 1 2014
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