2019-00779REFERENCE BENCHMARK
TNH at the NE Quadrant of Eberso/e
Ave and 87th St NE
E/evation = 959.34 feet (Plat Datum)
Pe Record Drawings
PROJECT BENCHMARK
Top of hub with tack at SW'ly
building corne offset
E/evation = 960.3/ feet
PROPOSED HOUSE ELEVA TIONS
Top of Block Elev = 96/.6
Garage Floor Elev = 96/.3
L o wes t Flo or Ele v= 958. 6
ELEV PER GRAD/NG PLAN
P/ans by Pioneer Engineering
Garage Floor Elev = 96/.6
Lowest F/oo E/ev = 953.6
Lowest Opening E/ev = 962. l
R = Ramb/er
SETBACKS
30' Fron t
l0' Side
30' Rear
HOUSE TYPE
Split Enfry Look-out
ZON/NG
R-1 Residential
er a 2 urve
for
Pr r iv B ild rsoesseue
L o t 8, B/ock FEA THERS TONE THIRD A DDl TION
City of Monticel% Wright County, Mir nesota
A
g ` `,
s 4 4ss , NO EXCAVATION OR CONSTRUCTION CAN BEGIN UNTIL THIS PLAN IS APPROVED BY THE
959 ,955 , ,, `, ,
i LOCAL BUILDING INSPECTOR
PID: 155-246-00/070 95a ` \
LOWEST FLOOR ELEVATION IS SUBJECT TO SOIL AND WATER TABLE CONDITIONS.
iP %z" N 89°06'39'E ` ' ` ` `- •
Open 62 63 S ; y`` . 3 /`` ALL BEARING AND DISTANCE INFORMATION IS PER THE RECORDED PLAT.
T ` • ` ` \ EASEMENTS ARE SHOWN PER RECORDED PLAT UNLESS OTHER DOCUMENTATION WAS PROVIDED TO US.
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v s v LS 42299 h ' ` CONTRACTOR TO DETERMINE EXACT LOCATION AND ELEVATION OF SEWER SERVICE.
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THE LOWEST F LOOR ELEVATION IS SUBJECT TO THE ACTUAL pEPTH AND ELEVATION OF THE SEWER SERVICE.
ga en _ . / ,
PRIOR TO ANY EXCAVATION, EXCAVATOR MUST COMPARE SURVEY WITH HOUSE PLAN AND BUILDER TO VERIFY TYPE OF HOUSE,
a V `0`` ` DIMENSIONS AND FINAL ELEVATION(S).
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P/D: 155-246-002080
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PID: 155-246-00/O80 ` , , '
9so.5 o,• Area: 0.35'/- Ac. 30 g59• /
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P/D: 155-246-00/090 o , o ` #
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Certificate Survey
Progressive Builders
L8, B I, FEATHERSTONE THIRD ADQ.
Wright County, MN
BOGART, PEDERSON
ASSOCIATES, INC.
LAND SURVEYING
CIVIL ENGINEERING
MAPPING
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
I hereby certify that this survey, plan, or
report was prepared by me or under my
my direct supervision, and that I am a
duly Licensed Land Surveyor under the
laws of the State of Minnesota.
C o( -Yrr,-,-
Signed:
Craig A. Wensmann
Date: 10/30/19 Reg. No.47466
m
OSED RqptNG SURVE
Appraved _ ' Dte
0 20
SCALE: I" = 20'
LEGEND:
Denotes found i on monument
O Denotes set iron monumenf
Denofes set hub
Denotes set /ath
x 958. l Denotes existing g ound e/evation
960. ] Denotes proposed e/evation
Denotes proposed drainage f/ow
Denotes e/ectric service stub
N Denotes cab/e television box
eDenotes water curb stop
Denotes sanitary service
T Denotes te/ephone pedestal
Denotes catch bosin
Denotes mailbox
Denotes te/ephone vau/t
Denotes i rigation box
Denotes t ee, conife ous
LS 42299 Denotes Peter J. Howkinson, LS
LS 44531 Denotes Trace C. McCoy, LS
Denotes bituminous surface
Denofes concrete surface
Denotes easemenf
Denotes exisfing adjoiners
sa — Denotes buildin setback line9
m.„_ ..`.= Denotes garden edge
DATE: 10/25/19 R
N0.
DESIGN BY:
D RAW N BY: RT
CHECKED BY: CAW RB
DWG FILE: L8 B1 HS
FILE N0.:15-0286.17
DATE DESCRIPTION
Drainage and Utility Easements are
shown thus:
6
s C—
12--
L_21---
N.T.S.
Being 6 feet in width, and
adjoining lot lines, and 12 feet in
width and adjoining right-of-way
lines and rear lot lines unless
otherwise indicated on the plat.
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DISCLAIMER
IN PREPARATfON OF TI11S PLAN EVERY
ATTEMPT 11AS BEEN MADE TO AVOID
MISTAKES. DESfGNE CANNOT UARP NTEE
AGAINST f1UMAN E ROR. CONTRACTOR TO
VERIFY ALL DIMENSIONS AND CONDITIONS
AND BE RE5PON51BLE FOR TI E SAME.
ThESE DE51 N5, CONCEPTS AND
SPECIFICFTIONS ARE INSTRUMENTS OF
SERVICE AND AS 5UC11 REMAIN ThE
EXCLU5IVE PROPERTY OF COUNTFY LUMBER
AND ARE NOT TO BE COPIED WIT110UT Tt1E
WRITTEN CONSENT OF COUNTRY LUMB R.
476 SFT. (LE55 OVND.)
I 21 SFT. (STONE)
25.5% TONE COVERA E
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NOTES:
I ) IIEADERS AT EXTEf IOR
DO RS WINDOWS TO
BE 51ZED BY SUPPLIER
2) SMOKE DETECTORS AS
REQ'D PER CODE
3) STEP FTG'S FDN'S AS
REQ'D FOR GRADE - VERIFI'
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2'-6" `'
2
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5
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3- x I 0 MUST EXT ND
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CS-W5P ss c t T SID. RIGNT 51DE
LAND ON FLOOR GIRDER
LDR. 60 0 METII D
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SECON D F OC PLAN
83 I SFT. (110U E)
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36'-0"
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2-2x I 0
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SLDR. 4040 METNOD
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CS-WSP
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NOTES:
I ) NEADERS AT EXTEPIOR
DOORS W fvDOWS TO
BE SIZED BY SUPPLIER
2) SMOKE DETECTORS AS
RE('D P f CODE
3) SLIDIN WINDOWS
UNIT SIZES INDICATED IN
INC IES)- VERIFY WINDOW
MANUF. W/ BUiLDER
r -. .—
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l PP QVED FILE iOPY
Q REVIEN'ED FOR CODE COMPLIAKCE i
SUB1E i TG =iELC iNSPEtT10d
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Signature:. _
OF 6
NGINEERED ROOF TRUSSES
W/ ENER Y NEEL @ 2'-0" O.C.
I /2° OSB BD. S11TG.
I 5# FELT
ICE UVATER SNIELD
A5PIIALT Sf11N LES
STAIR fNFORMATION
3-2x I 2 STRIN ERS
7 3/4" MAX. RISERS
10" MIN. TREADS
6'-8" MIN. 11EAD
CLEARANCE.
hANDRAIL TO BE
34" TO 38" 111GN
ENDS ARE TO BE
RFTURNED.
ROOF VENTILATION
f AT10 I SF. IN 200 SF.
50 % ROOF
50 % SOFFIT
NOTE:
CAU LK FLA511
AROUND ALL EXTERIOR
OPENIN S
2x6 SUBFASCIA
ALUM. 50FFIT FASCIA
CONT. SOFFIT VENT
RIGID WIND WASh BA RIER
A1R ChUTE
2x6 @ I 6" O.C.
R-21 FIBERGL. INSUL.
VAPOR BAI RIER
7/ I 6" OSB S11T.
i /2" YP. BD WALLS
MA(NT. FREE SIDING
2x6 TREATED SILL PLATE
I /2" ANCNOR BOLT
@ 6'-0" O.C.
SlLL SEALER
5 Cf S. 8" CONC. BLK.
20" x 8" CONC. FTG.
2x6 WALL @ I 6" O.C.
2" RID ID INSUL.
VF POR BAPRIERS
W ITERPROOFING
GRADE
O
5/8° GYP BD. CLG.
VAPOR BAR IEP
R-49 INSUL.
I 8" FL Tf USSES
@ 24" O.C.
3/4" T G 05B
GLUED SCREWED
5l8" GYP. 6D. —
SPRAY FOA IM
SEAL ALL FL00
PENETRATIQNS
4° QF PAVEL
22 -6"
2
6
4 C Ir =, r , r
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@ ( I 2" MIN r,`
AND SEALED
BUlLDING SECTI N
SEE BUILDERS SPEC FICATION OR BUILDING MATERIALS
m
S JM? BASKET W/
SCAL D LID. 3" VENT
PiPE TO VENT OUT 00
23'-6"
PROVIDE 24" x 36`' AREA F0
FUTU(E AN FOR fZADO!
SYSTEM
m
5/8" YP BD. CLG.
VAPOR BARRIER
R-49 INSUL.
FLR T(USSES
24" O.C,
3%4" T 05B
G UED SCREWED
5/8" " BD.
AGE
ONC. FLR, SLAB
3/8"= i'-0"
12
6
FLOOR T USSES
TO SUPPORT
ROOF ABOVE
I CFS. 6" CONC. BLK.
4 CRS. 8" CONC. BLK.
I 6" x 8' CONC. FT.
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iFPRC7iPEi? FILE C+E Y
REVI L1/E6 FOR CODE Ci7MP! IANCc
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a
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EXTEN OF 11EADEe WITI1 DOUBLE PORTAL F AME
TWO BRACED WALL PANELS)
EXTENT OF 11EADER NJITII 51NGLE PORTA FRAME
ONE BRACED WALL PANEL)
2'- I 8' PI 15t1ED WIDTII OR PENING
FOR SINGLE GR DOUBLE P RTAL
e o 0 o e o MIN 3" x I I I/4" NET 11EADER
a e e e e STEEL 11 EADER PR0111BITED
FASTEN Si1EATNING TO 11EADER W Tti 8D
COMMON OR GALVANIZED BOX N ILS IN 3"
GRID PATTE N A5 Sf10WN.
FIEADER TQ JACK-STUD STRAP PE TABLE
R602. 10.6.4 ON 80T!1 SIDES IF PEN!NG
OPP05fTE SfD OF 511EATF1ING
MIN. DOUBLE 2x4 FRAMIN COVE ED WITt1
MIN. 7/ f 6° TI11CK U i00D STRUCTU L PANEL
Sf1EAT111iVG aVITh 8D COMMON 0
GALVANIZED BOX NAIL AT 3" OC. f ALL
F,AMING (STUDS. BLGCKIN ANQ ILLS) TYP.
MIN. LEN'GTt1 OF PANEL PEP TA6LE
R602. I 0.5
MIN. (2) I/2" DIANETER ANCNOR 8 LT5
IP STALLED PER R403. !.6 WITN 2"x "x3/ I 6"
PLATE WA5f1ER
BRACI IG DETAIL METhOD PF
SEE BUILDERS SPECI ICATIO'N FOR BUILDING MATERIALS
TENSfON STRAP PER
TABLE 602. I 0.6.4
ON QPPOSE SIDE OF
SI1 EATI11 NG)
IF NEEDED PANEL SPLICE
ED6ES 511ALL OCCUR
AND BE ATTACf1ED TO
COMMON BLOCKIN6
WITt11N 24" OF WaLL
Mlp-t1EIGtiT. GNE ROW
OF 3" O.G. NAILING 15
REQUIRED IN EACI1 P NEL
TYPICAL PORTAL FRr1ME
co v5r ucr a
MIN. DGUBLE 2x4 P05T
KING A.ND .IACK STUD).
NUMBER OF JACK STUDS
PER TABLES R502( i ) (2)
iNTERMITTENT BRACED
WALL PANEL PANEL
REQUIRED ADJAGENT
OPININ6 FOR IN6LE
PORTAL FRAME
AfJCt10R BCLTS P R
SEi;T!OPJ R403. I .6
000voa
ovoove
PASTEN TOP PANEL TO
t1EAD R WITI1 TWO R_OWS
F I 6D Sf NKER NAILS AT
3" O,C. TYP
MIN. 7/ I 6" WOOD
STRUCTUeALPANEL
Sti EATt1l NG
3/8
IF'
AT
SPRAY FOAM
INSU L.
RIM DETAIL
3/4° T G
WAFE -
FLR. TRUSS
@ 24" .C.
f IM DETAIL
7/ I 6" OSB St17G.
3/4"= I '-0"
2x6 @ I 6" O.C.
R-21 IBEI GL. INSUL.
VAPOR BARRIE
7/ I 6" OSB 511TG.
I /2" GYP. BD WALLS
MAINT. FREE SiDING
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WAT OOFfNG
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PNR VED fil aP'
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REUtEVe/ED FOR CQDE COMPLiANCE
i:? ::iF[. !!SPECTION
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i
V
3/4"= I'-0"
O f