672 Leonard Lane - Site SurveyMATERIALS NOTES
CONCRETE: 3000 PSI @ 28 DAY3 1. PRIOR T? BACKFILLING, FOUNDATION
wALLS MUST BE LATERALLY
AGGREGATE: FTG - 1u2" MAX SUPPORTED BY FLDOR CONSTRUCTION
WALLS - 3/a" MAX AT BOTH TOP AND BOTTOM OR BY
REINFORCING: ASTM A615 GRADE 40 FOR *4 BARS ADEQUATE TEMPORARY BRACING.
ASTM A615 GRADE 60 FOR °5 & GREATER BARS 2 MAXIMUM WALL LENGTH ALLOWED WITHOUT
BACKFILL: REFER TO S- 2 A CONTROL JOINT IS 50 FEET.
3.FOUNDATION DRAIN TILE MUST COMPLY
w/ UBC APPENDIX 1824,3 & 1824.4 OR
AN APPROVED EQUAL,
4.SEE S1 FOR FURTHER NOTES &
CONSTRUCTION GUIDELINES.
S.WALLS WITH GRADE GREATER THAN 48"
BELOW THE SLAB REQUIRE SPECIAL
REVIEW BY J. H. DAHLMEIER ENGINEERING
INC. INITTOM E GREATEF
FRAMING
BY OTHERS--\ VT?W RGTNf. 90?u1RED.
1/2 " 0 x B" A. B. 2 x 6 TREATED
w/ (1> NUT & WA3HER WOOD PLATE W/
OR SIMPSON MAB15 ANCHOR MIN (2) A.B. WITH
?R APPROVED EQUAL UNE WITHIN 12"
@ 72" O.C OF EACH END.
~ TSLAB ON
x ° GRADE
° ?- #4 x 5-0" HOOKS
'v e @ 48" O.C. ?
SLOPE o 2,
GRADE AWAY e
FROM FDN.
(s) #a
HORrZ, BARS
#4 x 2'-0" DOWELS
@ 72" O.C.
OR
_ t/2 t/2 ------
.?.N
0
DRAIN /
TILE -?
THICK
PR13VIDE A MINIMUM OF 42"
FROST COVER TO BOTTOM
OF FOOTING. BOTTOM OF
FOOTING MAY BE MORE
THAN 42" BELOW GRADE.
8" x 20" STRIP FOOTING (MIN)
WALL SECTION
WALL AT GARAGE WITH LOW GRADE
POURED FOUNDATIONS, INC, 26 oi? ?L 11 tlu
8836 UPPER 89th CIRCLE S o?'?T+?' ENGINEERS INC? uvcic ?a? g- 3D
JHD 5201 Enst River Rond Su?te Ol/Ol/02
COTTAGE GR??/E, MN 55016 ?C?? Minneapolis, MN 55421
Phone: (651) 458-3927 JHD Phone 952-472-4746 Fax 952-472-476
EER
4* * *
9
.?u? M041MCM
2422 Enterprise Drive
Mendota Neights, MN 55120
(651) 681-1914 FAX:681-9488
625 Highway 10 N.E.
Bloine, MN 554}4
(612) 783-1880 FAX:783-1883
Certificate of Survey for: MANLEY BROTHERS CONSTRl1GTI0N
LEON4RAN A[AN, MINNESOTA
FEEI e789 ?EOxe.5
(ROAD ?O ? A9Q.l 1 !rv ioo einr oi ui 71 IJ ? Vl
O
0
BENCH MARK
TOP OF PIPE
ELEV.=877.86 ?
?
5 7
(e8 'Io,
, . I 1 '? „
: ;; ?a
?
f i 4
?
?
i
S89'57'39"W
85.75
3
f
r
N
N
0
0
z
w
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0
S89'57'39"W
?
r ?----? ---- --1
0
? M I
PROPOSED ?
876.
-2p 0 Tr?,2 -„T o 83 0 , -,> 12 -
18772 PORCH ?
30.00 i GA GE n
( I
I O
° PROPOS D 9 ?
? ?' HOUSE oa `O e7iio
? 47 00
870.6 ?112 ?
x869.9 ¢ Q,?.?• ?
V x889.4
?
15I t? jArN 4e' j
I I
I I
SI I
-L---------- =,7--J5
o DRAINAGE & UTILITY -- o
? EASEMENT PER PLAT'=--___ ?
N 05 ?+?p"E
BENCH MARK
TNH S.W.Q. DODD ROAD & WESCOTT
ELEV.= 888.53
NOTE: PROPOSEU GRADES SHONN PER GRADING PLAN BY: PIONEER
NOTE: BUILDING UIMENSIONS SHONN ARE FOR HOPo20NTAL ANO VERTICAL LOCA710N
OF STRUC111RE5 ONLY. SEE ARCHITECTUAL PLANS fOR BUILDING MID
voue+oAnaN oiMENsions.
NOIE: NO SPECIFlC SOILS INVESIIGA710N HAS BEEN COMPLEIED ON iHIS L0T BY 1HE
SURVEYOR. 7HE SUITABIIJTY OF SOILS TO SUPPORT 1ME SPECIFlC HOUSE
PROPOSED IS NOT T11E RESPONSI6NTY OF THE SURVEYOR.
NOIE: MIS CEHTIFlCAIE OOES NOT PUPPORT TO SMOW EASEMENTS OTHER MAN
TIIOSE SMOWN ON 7HE HECORDED PLAT.
NOTE: CONiRACTOR MUST VERIfY OflIVEWAY DESIGN.
NaIE: BEARWGS SHOWN ME BASED ON AN ASSUAIED DATUM
WE HEREBY CERTIFY TO MANLEY BROTHERS CONSTRUCiION THAT THIS IS A
TRUE AND CORRECT REPRESENTAl10N OF A SURVEY OF THE BOUNDARIES OF:
LOT 4, BLOCK 1, PERRON ACRES
O
0
"872.2
(D Xe72.o BOPCOFMPIPE
N ELEV.=872.99
QS?
66q
i
msPcB'?b.u 3
866.7 x885.5 HOUSE
STAKED
stes,o)
xass.i x885.0
W
!
04 ?
N )(864•4 x984.5
O
0
0
(f)
5
L0T AREA = 13,891 sq. ft.
HOUSE AREA = 2,297 sq. ft.
COVERAGE =16.57.
HOUSE TYPE: WALKOUT
SERVICE INVERT= 866.5
PROPOSED HOUSE E
LOWEST FLOOR ELEVATION:
TOP OF BLOCK ELEVATION: g?a`Q
GARAGE SLAB ELEVA710N:
TOB O LOOKOUT ELEVATION:
X 000.00 DENOTES EIaSPNC ELEVATION
( 000.00 ) DENOTES PROPOSEO ELEYAIION
DENOTES DRAINAGE AND U71L1TY EASEMENT
-? DENOTES ORAINAGE FLOW DIRECTION
t DENOTES MONUMENT
-B DENOTES OFFSET HUB
DAKOTA COUNTY, MINNESOTA
IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCHROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR
UNDER MY DIRECT SUPERVISION THIS tOTH DAY OF JANUARY, 2002.
gE'ItSLw. Ihl 102 PIONEER ENGINEERING, P.A.
SI E
SCALE : t INCH = 30 FEET ?SS - OCL?
?'? `
?
?
1
oi
i? bZ6Y: C
NJl
Of
?? **
* PIONEER
* eng?i`neer
****
LM0
Certificate of Survey for:
ca-i2
FFQ O 1 R?C'Q
?8789
BENCH MARK
TOP OF PIPE ' qt
ELEV.=877.86 r-i
tn
•-
5
f"IB.o
xe72.2
? xa72.o`' 80PCOFMPIPE
N ELEV.=872.99
?LO
' r- 63'tAS?
? muPcB'?4u 3
565.5
866.3`
6teS)
..86`
HOUSE
STAKED
x865.0
xe64.5
?`..
?.?
1
\
,.
; N8o.36' 30soE
5.32
2422 Enterprise Drive
Mendota Heights, MN 55120
(651) 881-1914 FAX:681-9488
bit) niqnway io N.E.
Blaine, MN 55434
(612) 783-1880 FAX:783-1883
MANLEY BROTHERS CONSTRUGTION
LEONARD LANE I I E4AN, MINNESOTA
BENCH MARK
TNH S.W.Q. DODD ROAD & WESCOTT
ELEV.= 888.53
NOTE: PROPOSED GRAOES SHONN PER GRADING PLAN BY: PIONEER
NOIE: BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL AND VERIICAL LOCATION
OF STRUCiURES ONLY SEE ARCHITECNAL PLANS fOR BIlIL01NG ANO
FOUNUATION OIMENSIONS.
NOTE: NO SPEqflC SOILS INVESTIGATION HAS BEEN COMPLEIEU ON 7HIS LOT 8Y 7HE
SURVEYOR. 7NE SUITABILITY OF SOILS TO SUPPORT TNE SPECIFIC I10USE
PROPOSED IS NOT THE ftESPON5181L1TY OF THE SURYEYOR.
NOIE: THIS CERTIFlCAiE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN
TNOSE SHOWIJ ON TNE RECORDED PLAT.
NOIE: CONTRACTOR MUST VERIFY DRI4EWAY OESIGN.
NOIE: BEARINGS SHOYM ARE BASED ON AN ASSUMEO OATUM
WE HEREBY CERTIFY TO MANLEY BROTHERS CONSTRUCTION 7HAT THIS IS A
TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF:
LOT AREA = 13,891 sq. ft.
HOUSE AREA = 2,297 sq. ft
COVERAGE =16.5%
HOUSE T1PE: WALKOUT
SERVICE INVERT= 866.5
PROPOSED OUSE E TO
X 000.00 DENOTES EXISPNG ELEVATION
( 000.00 ) OENOTES PROPOSED ELEVAiION I
--- DENOTES URAINAGE AND UTUTV EASENENT I
OENOTES DRAINAGE FLOW DIRECTION
?- DENOTES MONUMENT I
-^? DENOTES OFFSEi HUB
LOWEST FLOOR
:
TOP OF BLOCK ELEVATION ELEVATION:
g?a`q
: 81aS
GARAGE SLAB ELEVATION
TOB ? LOOKOUT ELEVATION:
LOT 4, BLOCK 1, PERRON ACRES
OAKOTA COUNTY, MINNESOTA
IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCHROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR
UNDER MY DIRECT SUPERVISION THIS 101H DAY OF JANUARY, 2002.
IF3\Io?" SI E. PIONEER ENGINEERING, P.A
SCALE : 1 INCH = 30 FEET ?SS - DSZ?
o+4%1oZev: Z '
i4 107222.06 NJL o14i1p2 Dan R. Westergren Reg. No. 1 790