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TAYLOR LAND SURVEYORS,, INC,
09 13 W Hroadway P.O. Box 179
Al, on ticeh'o, -UN 55j62
Rhone # 76.63-295—J388 f-cx # 763 -295—J408
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GRAPHIC SCALE FEE-ri
0 30 60 90
DENOTES:
IRON MONUMENT FOUND
IRON MONUMENT SE! & CAPPED RLS 15233
LATH ONLY SET
El SPIKE SET
0.00 EXISTING GROUND ELEVATIONS
PROPOSED ELEVATIONS
PROPOSED DRAINAGE ARROWS
LOT 12, BLOU"n'
r 21;
FEATHERSTONE SECOND ADDITION.
WRIGHT COUNTY,, MINNESOTA.
LOT AREA = 20,886.1 OR 0.4 8 ACREa.T
ONLY EASEMENTS ON RECORD PLA'11- ARE SHCWN ON THIS '-'z-zURVEY UNLESS
ADDITIONAL DOCUMENTATION OF OTHER EASEMENTS OF RECORD ARE
PROVIDED TO US.
NO EXCAVATION OR CONSTRUCTION CAN OEGIN UNT'll-
A L 9- U I I -l s p R.. PLAN IS APPROVED BY THE L.0
LOWEST FLOOR IS SUBJECT TO SUB-- SOIL WATER TArE','—E r,_X-'.','N-;DIT"l0NS,
i-%— ECORD IF ANY. SUBJECT TO FUBLIC RIGHT OF WAYS AND, FA*-',E-!%,,flEll\ TS R
CONTRACTOR TO DETERMINE EXACT I OCATION AND ELEVAT,r)N
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F
SEWER SERVICE.
IS SUBJECT 70 7THELOWESTFLOORELEVATIONJ'HE- A('-"TUAL DEPTH
AND ELEVATION OF THE SEWER S?"--RVI(l"
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NOTE: PRIOR TO ANY EXCAVATION, EXCAVATOR MUST COMPARE SURVEY
WITH HOUSE PLAN WITH BUILDER TO VERIFY TYPE OF HOUSE AND FINAL
ELEVATION.
BENCHJIARK ELEVATION = 957.49 FEET
PAINT SPOT ON TOP BACK OF CURB NEAR SE CORNER OF If-.OT 12.
PROPOSED ELEVATIONS: SPLIT ENTRY
GARAGE FLOOR= 959.6
LOWEST FLOOR= 956.9
TOP OF FOUNDATION= 959.9
VERIFY WITH CONTRACTOR BEFORE CONSTRUCTION
I HEREBY CERTIFY THAT THIS SURVEY PLAN OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM DULY REGISTERED
LAND SURVEYOR UNDER THE LAWS OF THE 51ATF OF MINNESOTA.
0512.2114
DENNIS V. TAYLOR REG. NO.15233 DATE
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ALL JOB DEBRIS MUST BE CONTAINED
ITE AND IN A DUNIPSTER OR
COVERED, FENCED AREA16 . =a eew, . oft a 61
Final Building, Plumbing,
and Heating Inspections;
Must be complete Prior to Occupancy.
Owner or Contractor Must Be Present
for Final Building Inspection.
r 1 ecru ems *n am u .. n e e>•e> ,
1 WARNING: I
1 CALL BEFORE YOU DIG! 1
1 Gopher State one Call
1 651 -454 -0042 1
a ? PrOPertY ownerlA . pplicant sha01 verer-JFRONTT _I all0
I existjn privateto end public eawme nts.
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MAXIMUM DRIVEWAY WIDTH:
24 Feet Between Street Curb
And Front Property Line
1 1898101M CONTROLS REQUm
Irtttall efooion controls per proposw! trewy
pti0r to fqundation Inspection. Rogc c01,7 n
I entr t a and 0e perimetef controls such a ON
A fmca are required. Maintain erosNw
controls until landscaping is competed.
DISCLAIMER
IN I`KLYAKATION OF THI5 PLAN EVEKY
ATTEMPT HA5 BEEN MADE TO AVOID
M15TAKE5. DESIGNER CANNOT GUARANTEE
ALAI N5T HUMAN ERKOR. CONTRACT L-)P, TO
VERIFY ALL DIMEN51ON5 AND CONDITIONS
AND BE KE5FON51BLE FOK ThE 5AME,
THEN DE51GN5, CONCEFT5 AND
SPECIFICATIONS AKE IN5TRUMFNT5 OF
SERVICE AND A5 5UC REMAIN ThE
EXCLUSIVE PKOPERTY OF COUNTRY LUMBEiK
AND ARE NOT TO BE COPIED WITHOUT T, E
WRITTEN CON5ENT OF COUNTRY LUMBFK.
Fuilding official Review and
orizatlon Required Prior To aChanges, Modifications
or Alterations
Notice*
Building Must Not Be Occupieo
tll A Ce W of Occupancy
Ids Been Issued.
CARIrf CON C'EtiTRA'iEU LOASS
TO FOUNDATION— Concentrated
loads must be solidly blocked and
carried contir.t:ously to foundation.
Post Address Card:
On Site, Visible from the Street,
Maintain Until House
Numbers %'".re Installed
Maintain 6 Inches Eafth
Tb Waod S"ra#ion
31 9 "
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633 5FT. TOTAL LE55 168 51T. FOP\ OV11 D. DOOR5
C50 5FT. FRONT ELEVATION (LE55 GAKAGE DOOK5)
100 5FT 5TONE COVERAGE
15.3`3% 5TONE COVERAGE
f KONT FIEVATION
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CLG. HGT. IN CANT.
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BOTTOM Of MLH.
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S"I All +en . e ta0na AjrQU
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noke Detectors: Hard 'Wire w iihw
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5 /U TYI E x GYP . D Q .
VP Anchor Botts or Mtrg d FoundationCLG. $ ON ALL COMMON Straps Must:
2 -2x 10 AIALL5 PER. CODE VER dIfYaengage2 ^ courss of concrete b1eskPORCH
2-2x
iR.'J S m$so n ; W/ BUII DER ' APPROV D FILE COPYCOVERED' - ' O.C. 3 • be located at each yore. fill / be "ased
CONC. 6 ft. on ce'n'ter, ev+ were FOR Goo+
2 -2x i 0 BEAM ; , - -- •
ai#3...1
4W I WMI 01
2 wchors oe. a.e. I ar)cr within 1 ft. - cT 10 FIELD INSPECncNr
of each
OUSE To GARAGE DOOR: 13/8
z
C\1 _
Sold Wood " r J =LAB . Steel 1 4 CC N , . c- _. ;
or 20 Min. Fire Resistive I ,; ; -1Gx '' ; i 0 J A . W. M.
30 I/ u ? 2, J,, 6'-0" x ; '_
011 OVH D DR.
NOTL 5:
0! " a' -'J ' p I 1 2 -2x 10 1-1DR. AT EXT RIOx7'- 0 J I \. /
s
D00R5 * WINDOWS
UNLESS NOTED OTHERWISE ,
Walls shell Oe braced in acc0 rdsl1o4 2' ' M O KE D ETEC T O R5 A5 i
section 602.10 REGI) ]DER CODE
2 -9 1 /2 „ MLH 3 VINYL SLIDING WINQOW5
UNIT 51ZE5 INDICATED)
I 1'v Lr o - VER1EYWINDOWMANUf.
x
W/ BUILDER -,
P:.
6' —” ` G '— "
n ^
101-211 101-211
y
5-011 5-011
r'
121-811
10
f l T f LOOK PLAN 4
30' -4" 1271 YT. (110UH) 640 51"T. (GARAGE) 1 r4,f° 1011
Of 5
C0
Ln
cv
1
N
1N
o
X/
I
5 /U TYI E x GYP . D Q .
VP Anchor Botts or Mtrg d FoundationCLG. $ ON ALL COMMON Straps Must:
2 -2x 10 AIALL5 PER. CODE VER dIfYaengage2 ^ courss of concrete b1eskPORCH
2-2x
iR.'J S m$so n ; W/ BUII DER ' APPROV D FILE COPYCOVERED' - ' O.C. 3 • be located at each yore. fill / be "ased
CONC. 6 ft. on ce'n'ter, ev+ were FOR Goo+
2 -2x i 0 BEAM ; , - -- •
ai#3...1
4W I WMI 01
2 wchors oe. a.e. I ar)cr within 1 ft. - cT 10 FIELD INSPECncNr
of each
OUSE To GARAGE DOOR: 13/8
z
C\1 _
Sold Wood " r J =LAB . Steel 1 4 CC N , . c- _. ;
or 20 Min. Fire Resistive I ,; ; -1Gx '' ; i 0 J A . W. M.
30 I/ u ? 2, J,, 6'-0" x ; '_
011 OVH D DR.
NOTL 5:
0! " a' -'J ' p I 1 2 -2x 10 1-1DR. AT EXT RIOx7'- 0 J I \. /
s
D00R5 * WINDOWS
UNLESS NOTED OTHERWISE ,
Walls shell Oe braced in acc0 rdsl1o4 2' ' M O KE D ETEC T O R5 A5 i
section 602.10 REGI) ]DER CODE
2 -9 1 /2 „ MLH 3 VINYL SLIDING WINQOW5
UNIT 51ZE5 INDICATED)
I 1'v Lr o - VER1EYWINDOWMANUf.
x
W/ BUILDER -,
P:.
6' —” ` G '— "
n ^
101-211 101-211
y
5-011 5-011
r'
121-811
10
f l T f LOOK PLAN 4
30' -4" 1271 YT. (110UH) 640 51"T. (GARAGE) 1 r4,f° 1011
Of 5
1 1 -011
ENGINEERED ROOF TRU55E5
W/ ENERGY HEEL @ 2' 0" G.C.
112" WAFER BD. 5HTG.
15# FELT
ICE * WAT ER 5f 11FLD
A5PI ALT 5H I NGLE5
2x6 5UDFA5CIA
ALUM. SOFFIT * FASCIA
CONT. 50FFIT VENT
RIGID WIND WA511 BARRIER
AIR CHUTE
2xG @ I G" Q.C.
R -19 FIBERGL. IN5UL.
VAPOR BARRIER
7/1 G" WAFER 51-iTG .
1 /2" GYP BD 'FALLS
MAINT. FREE 51DING
SPRAY FOAM
2x6 TREATED SILL PLATE
RIM
I /2" 0 ANCHOR BOLT
@ 6' -0" O.C.
51 LL SEALER
12
6I
5/8" GYP BD. C LG .
VAPOR BARRIER
R -44 IN5UL.
i 8" FLR TRU55E5
@ 24 O.C.
3/4" T *G WA FE
GLUED SCREWED
20-011
12
3 FNT
Drain Tile To .S
With Install Pump
JMA M
Install Flexible P4)kV TO House Exterior
Drainage Area .A, y prnnn ;:N
n9 To
da Wall
II
0
5 CRS. 8" CONC. BLK. `° NGRADEProvidoelectricalBond20" x 8" CONC. FfG.
to nd Inspection2x6WALL@16" O.C. 4" CONC. FLR. SLAB
Any Foundation Poe rod RIGID IN5UL.
VAPOR BARRIERS JI S`j,.(,,,, , p S ,SWATERPROOFING
10 0
BUILDING SECTION
5 E DU I LDER5 5PECI FICATION FOR BUILDING MATERIAL5 5II - 1 1`011
1 ! -011
GRADE
nataN truaa clips at 9a. tnSa and91rendunlessotherwisespecified
by trus8 Manufacturer.
Rigid Wind Wa&'h Ai i i fa
All Rafter Spacel 4ft11d
Wall Sheathing to WNhin i m6i
Of Roof Sh88th1M,:
STAIR I N F0 RM AT i 0 N
3 -2x 12 5TRI NGER5
7 3/4" MAX, R I S E R5
10" M IN. TREAD5
G' -8" MIN HEAD
CLEARANCE,
F1AN DRAT L TO BE
34" TO 38" ItIIG[ 4
END5 ARE TO DE
RETURNED.
R00F VENTILATION
RATIO 15F. IN 200 5F.
50% z00F
50% 50FFIT
NOTE:
CAULK FLA5
AROUND ALL EXTERIOR
OPEN I NG5
if `
AT
RIM DETAIL
3/4" TAG
WAFER
FLR. TRUSS
24" O.0
RIM DETAIL
APPROVED FILE COPY
REVIEWED'--OR COLE
COMPIJANCE
SUBJECT TO HEED IT45PECTION
tDatek'-,, 5 +gnpd•
7/1 G" 055 5hTG.
OR 3/4" F1 DER BD.
5HTG (VERII~Y vv
5UIL DER)
314"= 1 1-011 1
2xG @ I"' O.C.
R- 19 I=1E3--ERGL. 1N5UL.
VAPOR BARRI E R
7 /1G" 055 5HTG. OR
3/4" FIBEP, BD. ""D-TG.
1/21i GYP. DD WALLS
MAI NT. FREE 51 DI NG
i 3 lb'`: DN. lNfUL.
WATER iR001'I NG
X;
r
4
f
3/411
y 1 1 -011