HomeMy WebLinkAbout3211721420037-012820155 1 00
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------------
114.us. E VirtN
ROBERT eSIKICH DATE: 12.05.2014
LICENSE NUMBER 148q1 REVISED: 01.27.2015
IT) 6X(2.5)
(en3.3") 10' SETBACK
q13
(112.5cl
ibicY Ave FiDmg
30.2'
30
i-EGAL DESCRI PT I ON
LOT 6, BLOM< 1, LYLE ADDITION,
HENNEPIN COUNTY, MINNESOTA.
PROF'ERTY ADDRESS
5005 TRACY AVENUE
EDINA, MN 554I0
AREA OF DISTURBANCE
LOT AREA TOTAL: 9,120 ea FT
EXCAVATION AREA: &,482 SO FT
PERCENTAGE: 6&.1%
-q13- - 120.00
N8954-'-00-"14(
13.12 q13.47
EXISTING
1-40USE
FFE = 915.4
q11.73
zog
BENCHMARK
TOP NUT HYDRANT LOCATED IN NORTHWEST
QUADRANT OF TRACY AVE. AND GROVE ST.
ELEVATION = 916.15 FEET (NGVD 1929)
SETBACK REQUIREMENTS
(SINGLE FAMILY DWELLINGS)
FRONT STREET: 30' OR MATCH EXISTING
SIDE STREET:
INTERIOR SIDE :
REAR YARD:
ROOF OVERHANG:
LOT COVERAGE:
15'
10'
25'
3' MIN
25% MAX.
IRON MONUMENT FOUND
SET IRON MONUMENT
BUILDING OFFSET STAKE
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING ELEVATION
PROPOSED ELEVATION
SURFACE DRAINAGE FLOW
CONST. LIMITS/SILT PENCE
1.12.4 32-111- 2I-1Z- 003-1
.11C1641- LAmp suizvi
8516 244TH STREET N.
FOREST LAKE MN. 55025
PH: 651-408-9401 M: 612-618-6299
FAX: 651-408-8417
PROJECT NO: 201424 - 5505 TRACY AVENUE
N
SED
o OVERED
PORC
EV. SAN SER
(i) A (APPVX.)
EX. WATE
SERyIC
UTILITY &DRAINALE--EASErtNT 0q.75 q .40 q10.6q120 . 00
coNi _cr-Rio.61) q11.25
ETBAcKIti_
-q12-- -
i.cio
_0
PROPO ED
DRIVE
30.
-q1I- qI2
FOR: KALM ,OMES
r
/ gin 1.0
02I
13.6' 00" E WINDOW WELL
EX. EGRESS n=6. (h-r q10.0 <:110.217 10.2I [L J
4,00
tr)
5.08
3q.33
R/FROPOSED
-OUSE
PPE 913
2 STORY
FLAN_, 4140921
111/0/
(1)
if) fy
A
EXISTING 1-10USE
GAR FFE = 910.2
MAIN FFE = 913.4
LOT A EA: 9,120 q.F.
F PID: 32 t 111 -21-42-00P1
-r. o F.
5 Su. Voki-c.
VI,0011- fil-`)475
SlAbfLOOlZ.
-1
-q12- r_
,1
. n 2.50
. owls"
9 6.25
Ent-
11,346.
z ../
POWER POLE Z x912.28
q11.70
2. PROPERTY SUBJECT TO EASEMENTS OF REetap.
X912.47 3. PROPOSED GRADING PLAN PER AS-BUILT
TOPOGRAPHY FIELD SURVEY COMPLETED ON
08-26-2014 AND 01.03.15.
NOTES:
I. BEARINGS SHOWN ARE ASSUMED.
PROPOSED BUILDING ELEVATIONS
DENOTES
DENOTES
DENOTES
DENOTES
DENOTES
DENOTES
DENOTES
DENOTES
DENOTES
SCALE: 1" . 20'
Z44,0
ok-p4,,i4i
144/ Fivi, 28 , CY7),
O
co,
p 0
q08.07
co
U.S
ua
q 12.43
IS" SPRUCE
913 3
915.3
905.1
905.4
913.6
26.83
4. CONTRACTOR SHALL VERIFY EXACT BUILDING
DIMENSIONS AND FINISH GRADE ELEVATIONS.
5. FINAL DRIVEWAY AND SIDEWALK LOCATIONS TO BE
DETERMINED BY CONTRACTOR.
&. CONTRACTOR SHALL CONFORM TO STORMWATER,
GRADING AND EROSION PLAN ASSOCIATED WITH
PROJECT AND APPROVED BY THE CITY OF EDINA
ENGINEERING DEPARTMENT.
1. ALL EXISTING TREES TO BE PROTECTED WITH
TEMPORARY FENCING INSTALLED AT THE DRIPLINE
PRIOR TO CONSTRUCTION ACTIVITIES.
LEGEND
ks) tri
X q00.00
(q32.0)
GARAGE SLAB ELEVATION:
FIRST FLOOR ELEVATION:
LOWER LEVEL ELEVATION:
TOP OF FOOTING ELEV:
TOP OF FOUNDATION ELEv:
IMPERVIOUS AREA SUMMARY
(PROPOSED CONDITIONS)
LOT AREA:
HOUSE:
DRIVEWAY:
WALK
TOTAL
PERCENTAGE:
9120 ea PT
2,092 ea FT
861 ea FT
81 SQ FT
3040 SO FT
31.3%
I HEREBY CERTIFY THAT THIS SURVEY, PLAN OR REPORT
WAS PREPARED BY ME OR UNDER NY DIRECT SUPERVISION AND THAT 1 AN A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MN
SAN NH
RIM=-q11.67
EXISTING
HOUSE
GAR FFE = 905.8
x
63"0 RI1.21
J
( 30
q11.30
STN NH,
RIN=q1k5R
GROVE
STREET
POWER POLE
qI2.65
oP
-x-- q12.q2
q10.2
E3ENCI-IMA K
TNI-4 EL .916).18
DESIGN FILTER FABRIC (MIRAFI-ENVIRO FENCE
OR APPROVED EQUAL) MIN. 30" - MAX. 36"
ABOVE GRADE
x 2 WOOD POSTS 4' O.C.
BACKFILL 6" x 6" TRENCH RUNOFF FLOW
7=111E41 1 1
g '11
E. -1 1 I I=
I II r
11-111=1, • 1 1 UNDISTURBED SOIL
6" MINIMUM DEPTH 0
1"-2" DIA. WASHED ROCK
GEOTEXTILE FABRIC UNDERLYING
,...
i
1
1
1 1
1
006 1
1 I
,.. , .,t
k _ --I,,
_,./GAR
-: -11/174q
/ /
EXISTING
HCAJSE FFE=90513
30
RECONSTRU o.r LOWER
PROPOSED S
11.1 o 1
Lli
> I .
0 1
V
I--
lir -1.---907_
1
RIN-=.9 5.62
906.,
:1:4
-
ROCK WAIL
0 ALLOW
LE TO RAI
gm
cb,.....
Ir/E x I ST. r 0 R a 1.4 tic, 47/////////////////.2 ----t:- - - -°'° :,i ,,
1 n
f 1:
I
////////////2 / ,,...,___,,_,
1-10USE
j: / EXISTING
/
//////:///M2/IN//FFE4/;./s/13/.4/4"1/2„,//r4v9 ill;1762:21Pir:::::: EX
_ .•
; •
0
...
v.,
I / GAR FFE =9102 / I CONC. b R MEW A \
1"/ ---,.. / • . -30 2'
x,;;;//,,,2
, ...• ''.-
' ".„
>01,228
, . ,-....910.07 910.21 L__ EX. nRESS `....__
_._,.....,x./3 6. -ql°13-49°54 ' 0 19" JV INDOW WELL 1 TOP-910 6 ,-1' --- , ---7ZO:U•
909.75 -MAL.AC'cl 0 0 ' O . 0' Uni.ITY & ogroAcE_DASEHEFIr
-,10200'
'i to -- --- -U- .
_ -Rik
- , x 412)- :4110,t 40:111, 911.25 - '). -1
911:70 „-'"
-
„....' 5
4" MAP I. TO 1 , 1
, ... Ircie)__'1_ _sETBACK. It__ ___ _
,.,?, LOT A
--
_1_4,2_1_
P POSED I
••VERE..'
-77-7-'73`1.P3 ' ', ...
POROSEEE)
P1D: 32+111-21-42-00131
A: 19,120
6L' 15
F.
. I •
If'
•
c< -5 cci ) X912.47
12.43 CZ)
rn
n• Q:,
o ,i ' 2 S,.. lory ; . ' 6 1 1 9 '
/
/--:
910.2
1 0P
C.2.1.
, &LEX. WATE i ' P- sEavice/ 1 12.,
12 2 .5 tif a -
M
__ ______M
.79 ci, C.1.,
4.3
9 itga- 30 A
Lk -42.1 110
ROCK I
CONSTRUCTION
ENTRANCE (TYP)
LOP
0 0
5 08 PLAN,f1:40s2i
c: : .. li 11.1 P-) 1
11 ,
o; . .- rii -. h o,B8 -,.i.:-... ELM
grifoa ) I
4
I RECONSTRUCT SIDEWALK
AS NEEDED TO DRAIN
PROPOSED SWALE
1 ', j
•
.
,,
in
i-,
sU.- '...'......r4k6t10. . .
,./ 2
OP--..'---
4.00, . _ 4 Et, , 3 ,,s0j-w
I
SILT FENCE (TYP)
. • . . • ::.
r4'1111111111
11.30
ST M
'
'
‘`' kn It '
& .
p',' TOP-913 3,1 I ,/ EX15 iNC / V._ a [ ie. spore In
Cm.4 r
'. 2
e.1 re-
°
.
(PLACE INSIDE LOT LINE)
POWER POLE .
-
BENCHMARK TNI-1 EL.B16.18
.1411411111 ,c:.• a -5-ETBA <ED - - r---C' ' ,.4. ---Lt
luo. --,. -c=. cizE• T - - =sp. 712.6-9-5F=i-- - -
RIM=910.56 I
-01
_Al p.
91L73/ PR•-•' a - 7,
1,14" MAPLE
ED DRAINAGE-1, ,,,, ,..,,, WAL-E-- 443, 1,41/.L/L/ :
N521.-0-0(; W \
912.65 .,,,- Y11-12.F-72--
0 -
,
- --
lit
^1
GROVE SAN MFF ,,,
12f1=911.67 1,12'
13.12 I , jo r i / Jr 1 ' '
V, '30' COTTONY/00
" (4 TRUNK) *,
,
3o1r,
(WASH
V
EXISTING
HOUSE
ff:E=SMA
/
913.47 1
1 STREET I
30 I ...- - 30
-1
1 scALEE, 1" . 20'
NOTES I. DIG A 6"X6' TRENCH ALONG THE INTENDED FENCE LINE.
2. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 3. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL.
4. SPACE WOOD POSTS UP TO 4' APART TO SUPPORT THE FABRIC. 5. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED.
LEG41_ DESCRIPTION LOT 6, BLOCK I, LYLE ADDITION,
HENNEPIN COUNTY, MINNESOTA.
PROPERTY ADDRESS
5605 TRACY AVENUE
EDINA, MN 55410
PROPOSED BUILDING ELEVATIONS
GA....palcjFE 9..gke , WI Pk/ATV-FN. FIRST FLOOR ELEVATION:
LOWER LEVEL ELEVATION:
TOP OF FOOTING ELEv:
TOP OF FOUNDATION ELEV:
BENCHMARK
TOP NUT HYDRANT LOCATED IN NORTHWEST QUADRANT OF TRACY AVE. AND GROVE ST.
ELEVATION = 916.18 FEET (NGvD 1925)
IMPERVIOUS AREA SUMMARY
(PROPOSED CONDITIONS)
LOT AREA 9.120 50 FT
HOUSE: 2,092 SQ FT
DRIVEWAY: 861 SQ FT WALK 61 SQ FT
TOTAL 3040 SQ FT
PERCENTAGE: 313%
SETBACK REQUIREMENTS
(SINGLE FAMILY DWELLINGS)
FRONT STREET: 30' OR MATCH EXISTING
SIDE STREET: 15'
INTERIOR SIDE 10'
REAR YARD: 25'
ROOF OVERHANG: 3' MIN
LOT COVERAGE: 25% MAX
AREA OF DISTURBANCE
LOT AREA TOTAL: 9,120 50 FT
EXCAVATION AREA 0.462 SQ FT
PERCENTAGE: 66.1%
NOTES:
I. BEARINGS SHOWN ARE ASSUMED.
2. PROPERTY SUBJECT TO EASEMENTS OF
RECORD.
3. PROPOSED GRADING PLAN PER
AS-BUILT TOPOGRAPHY FIELD SURVEY
COMPLETED ON 08-26-2014 AND 01032014 4. CONTRACTOR SHALL VERIFY EXACT
BUILDING DIMENSIONS AND FINISH
BUILDING ELEVATIONS.
S. FINAL DRIVEWAY AND SIDEWALK
LOCATIONS TO BE DETERMINED BY
CONTRACTOR
6. ALL EXISTING TREES TO BE PROTECTED
WITH TEMPORARY FENCING DURING
CONSTRUCTION ACTIVITIES.
LEGEND
•
0
DENOTES IRON MONUMENT FOUND
DENOTES SET IRON MONUMENT
DENOTES BUILDING OFFSET STAKE
DENOTES EXISTING CONTOUR
DENOTES PROPOSED CONTOUR
DENOTES EXISTING ELEVATION
DENOTES PROPOSED ELEVATION
DENOTES DRAINAGE FLOW
DENOTES CONST. LIMITS/SILT FENCE
x 900.00
032.)
P i
32-111-2/- 4-2-0037
Know what's below.
Call before you dig.
EROSION CONTROL SITE SEQUENCING:
I. CRADINC AND EROSION CONTROL IMPLEMENTATION AND MAINTENANCE CONTACT:
ALMA KALMBACHER - (612) 227-043.
2. PRIOR TO ANY EXCAVATION OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE (LOCATION TO BE DETERMINED THE FIELD) AND PERIMETER SILT
FENCE AS SHOWN ON THE PLAN. CONTACT CITY TO INSPECT EROSION CONTROL MEASURES
PRIOR EXCAVATION OPERATIONS, IF REQUIRED BY PERMIT.
3. CONTRACTOR SHALL INSTALL ADDITIONAL SILT FENCE OR OTHER TEMPORARY EROSION
CONTROL DEVISES (RIO-LOGS, ROCK FILTERS, ETC.) AS NEEDED TO RETAIN SEDIMENT ON
SITE.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN OR IMPLEMENTED IN
1440-T4E.L-12-.314ALIn-815-1N-AGGORDANG6-410-GIT-Y-GP-6121NA-AND NPDBS-12+1A364-48R441f-
REQUIREMENTS, AND THE 11PCKS "PROTECTING WATER QUALITY IN URBAN AREAS BEST
MANAGEMENT PRACTICES FOR MIL•NESOTA."
S. THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY LINES AND
MAKE SURE THE EROSION CONTROL PRACTICES PLACED IN THOSE AREAS PREVENT
IIGRATION OF SENTIMENT ONTO ADJACENT PROPERTIES. ANY SEDIMENT THAT ESCAPES THE
SITE SHALL BE REMOVED AND IMPACTED PROPERTY RESTORED WITHIN 24 HOURS.
6. CONTRACTOR SHALL PROTECT ALL EXISTING STORM WATER MANAGEMENT FACILITIES FROM
CONSTRUCTION RUN-OFF. CONTRACTOR SHALL PROVIDE CATCH BASIN INLET PROTECTION
FOR ALL STORM SEWER INLETS DOWNSTREAM OF THE SITE WITHIN ONE BLOCK OR AS
DIRECTED BY THE CITY OF EDNA.
7. ADJACENT mem SHALL Be KEPT CLEAN OF CONSTRUCTION MATERIALS, DIRT, AND
OTHER UNDESIRABLE MATERIALS. WHEN MATERIALS OR meals HAVE WASHED/FLOWED ONTO ADJACENT STREETS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SWEEP/SCRAPE
STREETS AS NECESSARY OR AS DIRECTED BY THE CITY OF EDINA.
8. THE CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENT CONTROL, INCLUDING THE
REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING CONSTRUCTION.
EROSION CONTROL FACILITIES MAY ONLY BE REMOVED UPON COMPLETION OF BUILDING
CONSTRUCTION AND ESTABLISHMENT OF PERMANENT VEGETATION. •
9. IF TEMPORARY PUMPED DISCHARGE IS REQUIRED DURING 131JILDING CONSTRUCTION, THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY SEDIMENT BASIN WITH THE CAPACITY
REQUIRED TO CONTAIN THE BOTH THE LIQUID AND SEDIMENT WITHIN THE SITE. NO DISCHARGE IS TO BE DIRECTED TO THE CITY OF EDINA STORM SEWER SYSTEM WITHOUT
SUFFICIENT ON-SITE CAPTURING.
10. DISTURBED AREAS SHALL BE STABILIZED WITHIN 72 HOURS OF COMPLETION OR SUSPENSION
OF CONSTRUCTION ACTIVITIES.
II. THE CONTRACTOR SHALL vitae WOOD FIBER BLANKET FOR ALL AREAS OF CONCENTRATION FLOW AND FOR ALL SLOPES 3:1 OR GREATER.
12. THE CONTRACTOR SHALL SOD DISTURBED DRAINAGE AREAS, INCLUDING SWALES AND
OVERFLOWS.
13. EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOIL AND STABILIZED WITHIN 72 HOURS. ANY SOIL STOCKPILES ARE TO HAVE SILT FENCE ON DOWNSTREAM SIDES,
14. UPON COMPLETION OF SITE CONSTRUCTION THE CONTRACTOR SHALL INSTALL A MINIMUM OF
SIX (6) INCHES OF TOPSOIL AND RE-VEGITATE THE SITE WITH SOD OR SEED, AND MULCH
WHICH SHALL CONFORM WITH THE FOLLOWING tiNDOT SPECIFICATIONS AS MODIFIED BELOW.
ITEM MOOT SPECIFICATION/NOTES SOD 3678
SEED*
TURF ESTABLISHMENT**
3678
moor MIXTURE 260 ((00 LBS/ACRE) OR
MNDOT MIXTURE 270 (120 LBS/ACRE)
TEMPORARY MOOT MIXTURE 110 (100 LBS/ACRE)
MULCH 3882 (TYPE I - DISC ANCHORED)
FERTILIZER 3881 WOOD FIBER BLANKET 3885 (CATEGORY 2) 1 * - SEEDED AREAS SHALL BE MULCHED TO LIMIT EROSION
** - MOW A MINIMUM OF ONCE PER TWO WEEKS
ADDITIONAL POLLUTION CONTROL MEASURES.
I CONSTRUCTION WASTE MATERIALS - ALL WASTE MATERIALS GENERATED AS A RESULT
OF SITE CONSTRUCTION SHALL BE COLLECTED AND REMOVED ACCORDING TO TO ALL
LOCAL AND/OR STATE WASTE MANAGEMENT REGULATIONS BY A LICENSED SOLID
WASTE MANAGEMENT COMPANY. THE CONTRACTOR WILL ENSURE THAT ALL SITE
PERSONNEL ARE INSTRUCTED IN THESE PRACTICES.
2 HAZARDOUS WASTE - ALL HAZARDOUS MATERIALS SHALL BE STORED PROPERLY TO PREVENT SPILLS AND VANDALISM. WHEN NECESSARY, HAZARDOUS WASTES SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL AND/OR STATE REGULATION OR BY
THE MANUFACTURER.
3.SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS BY LOCAL, LICENSED WATER MANAGEMENT COMPANY AS REQUIRED BY LOCAL REGULATION. 4. OFFSITE VEHICLE TRACKING - A ROCK CONSTRUCTION ENTRANCE HAS BEEN PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE SHALL BE SWEPT/SCRAPED ON AN AS-NEEDED BASIS OR AS DETERMINED BY THE CITY OF EDINA. DUMP TRUCKS HAULING LOOSE MATERIALS (SAND, TOPSOIL, ETC.) TO AND/OR FROM THE SITE SHALL BE COVERED WITH A TARPAULN.
5. VEHICLE AND EQUIPMENT CLEANING - CONSTRUCTION AND PERSONAL VEHICLES SHALL NOT BE WASHED ON SITE. ANY CONCRETE DRUM WASHOUT IS NOT PERMITTED ON SITE UNLESS AN CONTAINMENT FACILITY IS APPROVED BY CITY OF EDINA ENGINEERING PRIOR TO USE. AFTER ENGINEER APPROVAL, CONCRETE DRUMS AND CONSTRUCTION EQUIPMENT SHALL ONLY BE WASHED IN DESIGNATED AREAS WHICH ARE LOCATED A MINIMUM OF 50' FEET FROM DITCHES, PONDS OR OTHER STORMWATER FEATURES. ALL LIQUID AND SOLID WASTE GENERATED BY WASHOUT OPERATIONS MUST BE CONTAINED IN AN LEAK PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER (E.G. COMPACTED
CLAY LINER, IMPERMEABLE GEO-MEMBRANE) AND DISPOSED OF PROPERLY.
6. SPILL PREVENTION AND CONTROL - ALL VEHICLES WILL BE CHECKED FOR LEAKING OIL AND FLUIDS. VEHICLES LEAKING FLUIDS WILL NOT BE ALLOWED ON-SITE. SPILL KITS WILL BE STORED ON-SITE AND ALL SPILLS WILL BE CLEANED LIP IMMEDIATELY AFTER DISCOVERY. SPENT ABSORBENT MATERIALS AND RAGS SHALL BE HAULED OFF-SITE AND PROPERLY DISPOSED OF IMMEDIATELY AFTER THE SPILL IS CLEANED UP.
OWNER
KALM HOMES LLC
228 CENTRAL AVENUE,
OSSEO, MN 55369
PROJECT
LOT 6, BLOCK 1,
LYLE ADDITION
EDINA, MINNESOTA
CITY COMMENTS
01/28/15
ISSUE INDEX DATE
PERMIT ISSUE 01/12/15
CITY commls 01/21/15
CITY con-Ears 01/27/15
CITY COMMENTS 01/213/15
/Z0/4/
0q,,04
'41% 3 191'4'16)1,i.
t/45'
(:)p
4 4:)
SIKICH LAND SU
8516 244TH STREET
FOREST LAKE MN. 55025 PH: 651-408-9401 M: 612-618-6299
FAX: 651-408-8417
901 N 3rd STREET, SUITE 124
MINNEAPOLIS, N 5 5 4 0 1
P6112601980 I www.elanlab.corn f 612.260.7990
CERTIFICATION
I hereby certify that tha plan woe prep;red by me, or under my drect supervisno, and that I am a duly Licensed Profosston.7 under the fors of the state al MINNESOTA.
Stephen M. Johnston
REGISF8A11ON NO. 18914
SHEET C30aZZO5OWC
STORMWATER, GRADING,
& EROSION CONTROL PLAN
C3.1
PROJECT NO.
ZZZ15005
MAINTAIN ROCK ENTRANCE TO PREVENT TRACKING MUD ONTO
PUBLIC STREETS. ADD ROCK OR REINSTALL THE ROCK ENTRANCE AS NECESSARY.
5153
9051 B05.4
913.6
DATE
OV213/15
5g05 4ve Palm r *13(iii05- Ala) Hiorn.
-
22"
CASA
EXISTING
HOUSE
GAR FFE = 910.2
MAIN PPE =913,4
1 .C5
1,0 1 ,
/ I n / / /
EXISTING
HOUSE
I STORY crl
WOOD FRAME
1,062 SOFT. /I-,
FFE .914.3
10' SETBACK
a12-0-q- -cII2- -
/26.33
LOT AREA:.
HOUSE:
GARAGE:
DRIVEWAY:
WALK
TOTAL
PERCENTAGE:
9120 SQ FT
1,062 ea FT
410 SQ FT
1,051 ea FT
134 SQ FT
2b93 ea FT
21.1%
DENOTES IRON MONUMENT FOUND
DENOTES SET IRON MONUMENT'
DENOTES EXISTING CONTOUR
DENOTES EXISTING ELEVATION
DENOTES SURFACE DRAINAGE FLOW
337.
PROPERTY ADDRESS
5805 TRACY AVENUE
EDINA, MN 55410
ISENCHMARK
TOP NUT HYDRANT LOCATED IN
NORTHWEST QUADRANT OF TRACY
AVENUE AND GROVE STREET
ELEVATION = 916.10 FEET (NGV1D 1929)
C
PATE: 08.26.2014
LICENSE NUMBER 14891 REVISED: 01.06.2015
ROBERT B. SIK1CH
raA/..V ALP:- PrOmi
I6 " PLE
/
10.3 30.7 c1.Q 4 ,
c,
(110.07
13.
(110.21 II 1----11 11 EX. EGRESS
6'
10' UTILITY & DRAIN, E./EASEMENT-7- _ 120.00 EX. CHAIN LINK FrEAICE-- -g \l----
-(-2% 1 „ 7 i-- ...7----
--- 910.69
SETBACK REQUIREMENTS
(SINGLE FAMILY DWELLINGS)
FRONT STREET: 30'
51-11) 5TrbT: 1&'
INTERIOR SIDE: 10'
REAR YARD: 25'
ROOF OVERHANG: 3' MIN
LOT COVERAGE: 25% MAX.
IMPERVIOUS AREA SUMMARY
(EXISTING CONED MONIS)
NOTES:
1. E5EARINGS SHOWN ARE ASSUMED.
2. PROPERTY SUBJECT To EASEMENTS OF
RECORD.
3. AS-BUILT TOPOGRAPHY SURVEY COMPLETED
ON 00.26.2014 AND 01.03.2015
4. CONTRACTOR TO VERIFY EXACT BUILDING
DIMENSIONS AND INTERIOR FLOOR ELEVATIONS.
LEGAL DESCRIPTION
LOT 6,, BLOCK I, LYLE ADDITION,
HENNEPIN COUNTY, MINNESOTA.
30
CONN
RIM=910.581
30
111/
A
A
30
z STM
RIM=q
:111.2
1 CONC. PRIVEWA
1
-------Sc99°54 '00"E WINDOW WELL
910.03
-91115-5-
EXISTING / BITUNI
24,
911.73 cn `.
X. SAN SERVICE
(APPVX.)
>< ,c,n , EX. WATER.
)/c3' SER VICE
411.90
1
(10-
N89°-,!
q13.12
912.23,
L.JS DRIVEWAY
.cr 10' SETBACK
26.33'
q12.8q P qI2.14
912.59
4F1FE8.9a1r2.T2
/ 0 /
20.25/
912.40
/, EXISTING /
GARAGE n
- - r_
LOT AREA: 9,120 S.F.
PID: 32-111-21-42-0031
4 r
'CHAIN LIN PE
EXISTING
HOUSE /
PPE =915.4
POWER POLE
c112.65
n L-/
(112.05
912.87
CO
A
/
/ EXISTING
/ HOUSE
/ GAR PPE =905.8
)4/12./12/ZZZZ,
910.49
12.q2
BENCNVIA K
TNH EL =9167.18
GOVE
STLJ=T
SAN MH
R1M=q11.67
CFRi r CA- E OF SRVFY
FOR: KALM ACMES
r 7
POWER POLE z x (112.28
c111.70
6_
AZ
X q12.47
SCALE: 1" = 20
LE
0.3'
EXIST. WOOp DECK
2 5 ' SE
T
B
A
C
q12.08
13" SPRUCE
(112.10
11 v.) AZ
AZ
-7L
tt
32-111-
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21- 41- 0037
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