HomeMy WebLinkAbout18211 Huntley TrlI�
CONSTRUCTION NOTES:
1. Install mck construction entrance.
2. Install silt fence as needed for erosion.
3. Sidewalks shall drainaway from house a minimum
of1%
4. Contractor must van By drivewaydesign.
y p1 5. Contractor must van By service elevation order,
S��6 .,o���o a I r .,A°� \ I--,�._ KS�34>• construction.
89°13 41' 30. A Aidfi. Add orremove f,untlation ledge as required
h daiwge mgC U6lilyE t H _ y r 3.
�__Im___�9',�7p('+� n GENERAL NOTES
to—� -- o
1. Ian by ISG last tlaretl May 9, ID22 was
- zp�9 A�?p AA [ used to determine proposed elevations shown N
he
VJ, �878 \ PROPOSEOi , 2. This survey does not purport to show improvements
/ � 1078' L \ I PROPOSED ORIVEINAP I orencroachments, except as shown, as surveyed by
III \ \ GARAGE 5.3%SLOPE I ISG or under my direct supervision.
I I \ \ \ - 3. Proposed building dimensions shown are for
it Fes- (to walk)I w honzontal location of structures on the lot only.
t \ 1B2"HUnt/eylr4ll I Contact builder poor to construction for approved
PROPOSED ,p,�b_ oA"� j construction plans. g p u 19 29
4. No s specific soil investigation has been performed on
N, FULL n.�p I this lot by the surveyor. The suitability ofsoils to 825801
yp o support the specific house proposed is not the
iNo BASEMENT esss ��p --� responslbllltyofrhesurveyor. SCALE IN FEET
V i5I S ad 0 / o ¢ o N.177 1298 5. Ifbuilding footprint exceeds the building pad
II ro¢ / 0 3 additional earthwork and resting will be required to
f / a.m E5193 3.35 _ _ _r _ meet the requirements as outlined within the
Tio1 georechnical report
_-# --�-- i' o-- -- - 60- 14 o-- L- _O a III fi 55044gsln those shown ptl , the reuerCNm
+KL / r how easements pro 6
pp 25 c , h recorded plat. MARK A. scHwrwz
on
1. shown are base n Final Plat.
8. Site address is 18211 HuntleyTrail, Lakeville, MN
,C ,O 1_ i3 J Ot - dl0 ^ day 2/1805 hNo 45817
9. House/Basement type. McKinley EN11 B3-RighrDOCUMENT IS THE PROPERT" OF I &S GROUP
-
1C/6 / \ONa 519346 91 Full Basement DUPLICATED
10. Building dimensions shown are based on First Floor WITHOUT PRIOR WRITTEN COUSENT
_ — 1 Plan PROJECT
-Planned 11. Proposetl Contours are shown hereon.
12. Topographic surveywas completed on Februar9 `. LENNAR
_ 2925. CORPORATION
CASLANO tst
BENCHMARK: LOT 2, BLOCK 7
Top nut fire hydrant located in the NE quadrant of
Hideaway Trail and Hlghvl¢w Avenue. IAKEMILLE MINNESOTA
Elevation = 1038.03 feet RnamoN SCHEDULE
LEGEND
Existing Building
IM
Utility Pedestal
GRADING QUANTITIES (Ch
QV
Utility Vault
Colo Common Cut
-948
--- a ---
Sanitary Line
G
Utility Marker
Colo Common Fill
181
Driveway
21
---t---
Water Line
+�
h�
Light Pole
Basement Slab
-39
--- on
Storm Line
v
Sign
Contracted Amount
-50
Iron Monument Fund
Additional Amount
-0
RLS 45817
❑
Offse[Iron
Send
7
Swell 20%
35
d
Cleanout
- - - 981 --
- Existing Contour
Total Cut
-1065
®
Curb Stop
Proposed Contour
—992—
Total Fill
Manhole/Catch Basin
Proposed Spot Elevation
Total(±]
_217
84
Note: c w and fill quantifies include building
y0
V
Fire Hydrant
�2d'
Existing Spot Elevation
evcavatien, driveway, and lot grading.
PC
K
Water Valve
---
Surface Drainage Direction
AREA TABLE:
House/Garage Area = 2, 245 sq. It
Porch Area = 144 sq. It
DnvmwayANalk Area = 802 so. It
Total Impervious Area = 3,191 sq. It
Lot Area = 9, 105 sq It
Impervious Coverage = 35.0%
HOUSE ELEVATIONS: Proposetl/As-Built
Garage Floor= 10754
Top of Foundation = 1075 7
Lowest Floor= 10677
Lowest Opening= 10757