HomeMy WebLinkAbout3211721410060-02182015ADVANCE SURV YVVG & ENGINEERING CO*
5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax (952) 225 0502 WWWADVSUILCOM
sultvip,y FOR TEN FIVE CUSTOM HOMES
SURVEYED: December, 2014 DRAFTED: December 17, 2014
REVISED: December 30, 2014 to show proposed storm water treatment area, proposed dwelling, related
improvements, grading, drainage and erosion control details for review and later in day version B to show enlarged
treatment area and changes in casement areas.
REVISED: December 31, 2014 to show input by Nine Mile Creek Watershed
REVISED: January 19, 2015, to show small adjustment to boundary determination.
REVISED: January 21, 2015, to show 10 ft side yard setbacks.
REVISED: February 18, 2015, to show house mirrored and associated grading.
LEGAL DESCRIPTION:_
The West half of Lot 40, Warden Acres, Hennepin County, Minnesota.
SCOPEOF WORK & LDvffrAn0NS:
1. Showing the length and direction of boundary lines of the above legal description. The scope of our
services does not include determining what you own, which is a legal matter. Please check the legal
description with your records or consult with competent legal counsel, if necessary, to make sure that it is
correct, and that any matters of record, such as easements, that you wish shown on the survey, have been
shown.
2. Showing the location of existing improvements we deemed important
3. Setting new monuments or verifying old monuments to mark the comers of the property.
4. Showing and tabulating hard cover area and the area of the lot for your review and for the review of
such governmental agencies that may have jurisdiction over hard cover requirements.
5. While we show proposed improvements to your property, we are not as familiar with your plans as
you we nor are we as familiar with the requirements of governmental agencies as their employees are.
We suggest that you review the survey to confirm that the proposals we show are what you intend and
submit the survey to such governmental agencies that may have jurisdiction over your project and gain
their approvals if you can before beginning construction or planning improvements to the property.
6. Showing elevations on the site at selected locations to give some indication of the topography of the
site. We have also provided a benchmark for your use in determining elevations for construction on this
site. The elevations shown relate only to the benchmark provided on this survey. Use OW benchmark and
check at least one other feature shown on the survey when determining other elevations for use on this site �
or before beginning construction.
STANDARD SYMBOLS & CONVENTIONS:
"*'I Denotes 1/211 ID pipe with plastic plug bearing State License Number 9235, set; unless otherwise
noted.
CERTIFICATION:
I hereby certify that this plan, specification, report or survey was prepared by me or under my direct
supervision and that I am a duly Licensed Professional Engineer and Licensed Land Surveyor under the
laws of the state of Minnesota.
Signature: �. 0:'ajAl, Typed Name: James H. Parker Reg. No.: 9235
Date: February 18, 2015
BEFORE DEMOLITIC;K AND 01kAD2i7G BEGIN�
t: Install sit(fence around the perimeter o fthe construction area as shown on this plan.
1•lustallinlet wot er system that receive storm water areas 6664sturbedon
to the stoM sew I
11-1 _ — -_,._,4,_ Flli,iTmi
3, Sediment control measures must remain in place until final stabilization has been established and then shall be removed.
Spdi=nt controls may be removed to accommodate short term construction acfiviry but must be replaced before the next
rain:
4.
4t accessppfpt to ftsite and a 6 inch . laver of I to 2 Stueach
C,ONSTRUCTION:
bul RING
5, When dirt I stock Wo akd a double tow ofsilt knoe �,I,,a� be placed
to "s of'"rulutlad6n, rturoffand
if the piles or oigles'0*6 1i a cir'� o remain in place for
more
aari 14 days they
1h,4Ult =,xittilluirimta Department
ofTransportanoniftu. at 100IWacilefollow"ed by coveting N�ilspiav mulch -
7, A dump d % larly to
10 �the.wle for, ^Asal.ofconstructiondebis. These dumpsters shalt be *�40eoxegu
ng to adjacent
asj4�,s f rdatim vwh
"eri, sters"'= ad-
.vetfl.,, Zpn b Disposal of solid ia, row d"te "t j9*
,�Iinnesota Pollution Control Agency requiremews.
a, A shall be placed for dispolsalofhazardous waste... Hazardous wastes shall be, disposed of in acoox*uo�*di
MATTZ4=ne .
9- eou&eteIru shall biijArip lined ditch shti*nain tlftogft for" CON,
W
,CRETE ASHOUT" anddispose of
washings as
ili Sedimentco . n I trot deviceI s shall be regularly inspected and after major rainfall events and shall be deatiod and repaired 0
necessary to provide domstrearn protection.
Strees, sidewalks and other public -mays shall be inspected daily and if litter or soils has been deppoosited it sltaitpromptlyae
teraloveit. 'The contact person for this site'is Paul Burtis;,612 80S51.58; pbur g
12. IftocessaryVellideS, that have mud on fair wheels; shall bt cleaned before -Ring the site I the rock eatratimaroas.
13, .Moisture shall be, applied to disturbed areas to control dusz as needed.
-41 Portabit toilet facilities shall be placed on site for use by workers and shall be property maintained.
15, Ifit-becomes treces puna} the excavation during construction, pump discharge shall be, into the stockpile areas so that the
double silt fence ar=se areas can filter the water before it lewves the site.
I S. Temporary erosion control shall be installed no later than 14 days after the site is first disturbed and shall consist of broadcast
sewith -Xiinnesota Department of Transportation Seed _%fiRture 22-111 at 100 lb/acre fbllovmd by Covering with 'PraY
match.
"
.SITE WORKC-MT IPLETIONN:
17: When final grading- has been roruplered but before placement -ofteed or sod an 'ass built" suety shall be done per Edina's
requirements to insure that grading was properly done.
16. When any remedial grading has been completeda sold or seeding shall be completed including any erosion control blankets for
step areas.
19. When turf is established, silt fence and inlet protection and other erosion control, devices shallbe disposed ofand adjacent shwts,
alleys and walks shall be deaned as needed to deliver a site that is erosion resistant and clean.
PROPOSED PLA911C L
TRENCHFMCONCRETE,
TM=WAMIXM
SE67710
YV
33 3
- - - - — - - - - - - - - - - - - - -- J
------------------- r ---------- I ---------- I ---------- r --------- 9n-
POSEI41NGH PVC
11=1i
- - - - - - - - - - - - - - - - - - -
1=1 I El I MI I RE E=E I I
fYJSFIA)� q
SYV-1111 4—
q
N 89'53'27" E
--72.71-- c7�Z&ee
it
PROPOSED DRIVE & rJ /- 0 U -7,-)-r VJ VV_
DENOTES PROPOSED STO" PLOW TEUIPORARYROCK
CONOTRIJCTION' ENTRANCE
DEI VO TES PROPOSED SILT 1E1 YCE SF BEN TON'\A VE.
STORN # Ar FE
p ffAjVA0EffEjVF & EREOSIOW COLI FROL PL4jV 150084 2015 02
Couniy, Minnesota, which lies northerly of the#Alowmg
described fine: q,?,2. 2 2 -
Commencing at the nowest comer of said Lot 40; the=
southerly along the wed line of said Lot 40 a distance of 150 fed
to the point of beginning of the line to be descri1xxt them
southeasterly in a straight line to a point on the easterly line of
said West Half which hes 160 feet southerly of the nor&east
comer of said West Half and there terminating.
PROPOSED BMW FILL TO GRAM SHOWN IN
---- SECTION *A"WrM60%MAT/40%WA9M
SAM ACKMIKE AM SM
GRAPHIC SCALE
0 10 20
( IN FEET )
EXISTING DWELLING
J
FOUND IRON /—*N 77
WALK
NCRETE CURS %
RENCHMARK (NQVD29)*
MANHOLE ELEV.=926.4
0