1j Christensen Final Plat
CITY OF
CHANHASSEN
7700 Market Boulevard
PO Box 147
Chanhassen, MN 55317
Administration
Phone: 952.227.1100
Fax: 952.227.1110
Buildi ng Inspections
Phone: 952.227.1180
Fax: 952.227.1190
Engineering
Phone: 952.227.1160
Fax: 952.227.1170
Finance
Phone: 952.227.1140
Fax 952.227.1110
Park & Recreation
Phone: 952.227.1120
Fax: 952.227.1110
Recreation Center
2310 Cou Iter Boulevard
Phone: 952.227.1400
Fax: 952.227.1404
Planning &
Natural Resources
Phone: 952.227.1130
Fax: 952.227.1110
Pu bl ic Works
1591 Park Road
Phone 952.227.1300
Fax: 952.227 )3JO
....,....::1:.,
Senio'-:entei
Phone: 952.227.1125
Fax: 952.227.1110
Web Site
www.ci.chanhassen.mn.us
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MEMORANDUM
TO:
Todd Gerhardt, City Manager
FROM:
Sharmeen AI-Jaff, Senior Planner
DATE:
April 10, 2006
o~.
SUBJ:
Christensen Final Plat Approval, Robert Christensen
Planning Case #05-44
PROPOSALS~RY
The developer is requesting final plat approval to subdivide 1.05 acres into 2
single-family lots for Christensen subdivision.
ACTION REQUIRED
City Council approval requires a majority of City Council present.
BACKGROUND
On January 23, 2006, the Chanhassen City Council adopted the following:
"The City Council approves the preliminary plat for Planning Case 05-44 for
Christensen Subdivision for two lots with variances to allow two flag lots as shown
on the plans dated "Received December 2,2005", subject to the following conditions:
L A minimum of one tree (2!t2" diameter) is required in the front yard of each
lot.
Finding: This condition still applies.
2. All areas outside of the grading limits shall be protected by tree preservation
fencing. Fencing shall be installed prior to grading and excavation for homes
on each lot and located at the dripline or beyond whenever possible. Any
trees shown as preserved that are removed or damaged shall be replaced at a
rate of 2: 1 diameter inches.
Finding: This condition still applies.
3. Silt fence shall be installed along the grading limits along the east edge of the
site from the north property line to the rock construction entrance. Two silt
fences shall be installed in "smiles" perpendicular to the flow line upstream of
the 18" CMP leaving the site to slow the water and prevent discharge of
sediment from the site.
Finding: This condition still applies.
The City 01 Chanhassen . A growing community with clean lakes, Quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play.
Christensen Final Plat - Planning Case No. 05-44
April 10, 2006
Page 2
4. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as needed.
Finding: This condition still applies.
5. Based on the proposed developed area of approximately 1.05 acres, the water quality fees
associated with this project are $1,680; the water quantity fees are approximately $3,045. At
this time, the estimated total SWMP fee, due payable to the City at the time of final plat
recording, is $4,725.00.
Finding: This condition still applies.
6. Prior to City Council consideration of the preliminary plat, the following changes must be
incorporated into the plans:
a. All plans must be signed by a Professional Engineer registered in the State of Minnesota.
Finding: This condition has been met.
b. The plans must show the proposed lowest floor elevation for Lot 1.A separate utility plan
must be submitted and must resolve the apparent conflict of the existing 6" watermain
over the existing sanitary sewer manhole on Lot 1.
Finding: This condition has been met.
c. The utility plan must show the lateral sanitary sewer within the east-west portion of
Golden Glow Court to the manhole within proposed Lot 1.
Finding: This condition has been met.
d. The utility plan must show the sanitary sewer service to the Martinka property.
Finding: This condition has been met.
e. A 20-foot wide drainage and utility easement must be platted over the existing 6"
watermain on Lot 2. The easement shall be centered over the watermain.
Finding: This condition has been met.
f. Drainage and utility easements must be platted over the existing sanitary sewer and
watermain services to the house on Lot 2 and the Martinka property. The easements shall
be 15 feet wide and centered between the sanitary sewer and watermain services.
Finding: This condition has been met.
g. The utility plan must include notes where conflicts between services and/or culverts
appear.
Christensen Final Plat - Planning Case No. 05-44
April 10, 2006
Page 3
Finding: This condition has been met.
7. Prior to City Council consideration of the final plat, the developer must comply with the
following:
a. Hydrology calculations must be submitted and shall include pre- and post-development
volume and peak discharge rates for the 2, 10 and 100-year rainfall events.
Finding: This condition has been met.
b. Hydraulic calculations verifying the design of the driveway culverts must also be
submitted.
Finding: This condition has been met.
c. Any proposed retaining wall over four feet high requires a building permit and must be
designed by a Professional Engineer registered in the State of Minnesota.
Finding: This condition still applies.
d. Soil boring information must be submitted.
Finding: This condition has been met.
e. The driveway to Lot 2 must be at least 10 feet from the property line.
Finding: This condition has been met.
8. Building Official Conditions:
a. Separate water and sewer services must be provided for each lot.
Finding: This condition still applies.
9. Fire Marshal conditions:
a. Comply with Chanhassen Fire Department Policy Premises Identification (Copy
Attached).
Finding: This condition still applies.
FINAL PLAT
The applicant is proposing to subdivide a 1.05 acre site into 2 single-family lots. The density of the
proposed subdivision is 1.9 units per acre gross and 2.39 units per acre net. Both lots exceed the
minimum 15,000 square feet of area, with an average lot size of 18,210 square feet.
Christensen Final Plat - Planning Case No. 05-44
April 10,2006
Page 4
The site is zoned Residential Single Family District (RSF). Both proposed lots meet the
minimum width and depth requirements of the Zoning Ordinance. The lots are proposed to be
served via flag lots. This layout is in keeping with a previous City Council recommendation.
Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent
with the Zoning Ordinance.
GRADING AND DRAINAGE
A moderate to gentle slope currently extends from the west side of Lot 1 to the east. Surface
runoff currently drains to the south along the east side of Lot 1 and through the existing culvert
under the Christensen's driveway.
The proposed grading will maintain the existing runoff pattern. A culvert will be installed
beneath the driveway of Lot 1 to facilitate drainage. The developer's engineer has submitted
hydrology calculations indicating that the proposed development conditions will not significantly
increase the peak discharge rate from the site.
The proposed grading will require filling approximately one to two feet, therefore grading will
be done in conjunction with the building permit.
The grading plan must indicate the proposed lowest floor elevation for the house on Lot 1, the
proposed invert elevations of the culvert for Lot 1 and the directional flow arrows for the existing
and proposed culverts.
UTILITIES
The developer proposes to extend sanitary sewer and water services from the existing laterals
within Golden Court to provide service to Lot 1. These utilities were installed with the
Burlwood Addition; therefore, Lot 1 will not be subject to the lateral connection charges.
The existing sanitary sewer manhole on Lot 1 must be raised to grade.
The proposed sanitary sewer service must be core drilled into the manhole at the flow line.
As-built utility plans have not been submitted for the Burlwood project, therefore the hydrant
relocation and water service connection must be field located. The hydrant must be relocated as
close to the road as possible.
The developer's contractor must notify the City 72 hours before relocating the hydrant,
connecting to the lateral watermain or core drilling into the sanitary sewer manhole.
The developer must submit an escrow to ensure that the hydrant is properly relocated and that the
City's inspection bill associated with the hydrant relocation is paid.
The existing sanitary sewer and water services for 6730 Golden Court, the property immediately
south of the proposed subdivision extend within proposed Lot 2, therefore the front yard
drainage and utility easement over Lot 2 will be oversized.
Christensen Final Plat - Planning Case No. 05-44
April 10, 2006
Page 5
The existing sanitary sewer, water, phone and gas services for Lot 2 extend within Lot 1,
therefore the front yard drainage and utility easement over Lot 1 will be oversized.
The proposed water service for Lot 2 must extend from the existing six inch diameter lateral
watermain. The utility plan must be revised as it currently shows the proposed service for Lot 1
extending from the existing service to Lot 2.
The sanitary sewer and water hookup charges for Lot 1 shall be paid with the building permit
application. The party applying for the building permit is responsible for payment of these
hookup charges.
STREETS
The driveways to Lots 1 and 2 will access from Golden Glow Court, therefore there are no street
improvements associated with this development. The existing right of way width for this portion
of Golden Glow Court is 60 feet, therefore additional right of way is not required from the
Christensen development.
Approximately 72 feet of the existing driveway to Lot 2 will be removed and realigned. The
driveways to Lots 1 and 2 will each be 10 feet wide. Golden Glow Court currently provides
access to 11 parcels, therefore staff is not concerned about the proposed location of the driveway
to Lot 1.
Sediment Control
Silt fence should be installed along the grading limits along the east edge of the site from the north
property line to the rock construction entrance. Two silt fences should be installed in "smiles"
perpendicular to the flow line upstream of the 18" CMP leaving the site to slow the water and
prevent discharge of sediment from the site.
Street cleaning of soil tracked onto public streets should include daily street scraping and street
sweeping as needed.
Surface Water Management Fees
Water Quality Fees
Because of the impervious surface associated with this development, the water quality fees for this
proposed development are based on single-family residential development rates of $1,600/acre.
Based on the proposed developed area of approximately 1.05 acres, the water quality fees associated
with this project are $1,680.
Water Quantity Fees
The SWMP has established a connection charge for the different land uses based on an average
citywide rate for the installation of water quantity systems. This cost includes land acquisition,
proposed SWMP culverts, open channels, and storm water ponding areas for runoff storage. Single-
family residential developments have a connection charge of $2,900 per developable acre. This
results in a water quantity fee of approximately $3,045 for the proposed development.
Christensen Final Plat - Planning Case No. 05-44
April 10, 2006
Page 6
At this time, the estimated total SWMP fee, due payable to the City at the time of final plat
recording, is $4,725.00.
PARK DEDICATION
This property lies within the neighborhood park service areas of both Curry Farms Park and
Carver Beach Park. The Park and Recreation Director is not recommending any additional
public park or trail services be constructed as a part of this subdivision. In lieu of any public
improvements, a park dedication charge of $5,800 per lot will be applicable at the time of
platting.
TREE PRESERV A TIONILANDSCAPING
Tree canopy coverage and preservation calculations for the Christensen Subdivision are as
follows:
Total upland area (including outlots)
Total canopy area (excluding wetlands)
Baseline canopy coverage
Minimum canopy coverage allowed
Proposed tree preservation
1.05 ac or 45,958 SF
.44 ac or 20,444 SF
45%
35 % or 16,085 SF
37% or 17,337 SF
The developer meets minimum canopy coverage allowed. No additional reforestation plantings
are required. According to ordinance, a minimum of one tree is required in the front yard of each
lot.
No bufferyard plantings are required. All neighboring land uses are identicaL
Staff recommends that the tree protection fencing shown on sheet 2 of the preliminary plans
dated 12/2/5 be continuous to form a solid barrier around the construction site.
COMPLIANCE WITH ORDINANCE ~ RSF DISTRICT
Lot Lot Lot Home
Area Width Depth Setback
Ordinance 15,000 100' 125' 30' front/rear
10' sides
BLOCK 1
Lot 1 19,662 105' 190' 30'/30'
10'
Lot 2 16,759 127' 215' 30'/30'
10'
@ Meets 90 foot width at the building setback line.
na - Not Applicable
Christensen Final Plat - Planning Case No. 05-44
April 10, 2006
Page 7
RECOMMENDATION
Staff recommends that the City Council adopt the following motion:
''The City Council grants final plat approval of Planning Case #05-44 for Christensen Subdivision
for two lots with variances to allow two flag lots as shown on the plans dated "Received March 6,
2006", subject to the following:
1. A minimum of one tree (2 W' diameter) is required in the front yard of each lot.
2. All areas outside of the grading limits shall be protected by tree preservation fencing.
Fencing shall be installed prior to grading and excavation for homes on each lot and located
at the dripline or beyond whenever possible. Any trees shown as preserved that are removed
or damaged shall be replaced at a rate of 2: 1 diameter inches.
3. Silt fence shall be installed along the grading limits along the east edge of the site from the north
property line to the rock construction entrance. Two silt fences shall be installed in "smiles"
perpendicular to the flow line upstream of the 18" CMP leaving the site to slow the water and
prevent discharge of sediment from the site.
4. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as needed.
5. Based on the proposed developed area of approximately 1.05 acres, the water quality fees
associated with this project are $1,680; the water quantity fees are approximately $3,045. At
this time, the estimated total SWMP fee, due payable to the City at the time of final plat
recording, is $4,725.00.
6. Any proposed retaining wall over four feet high requires a building permit and must be
designed by a Professional Engineer registered in the State of Minnesota.
7. Building Official Conditions:
a. Separate water and sewer services must be provided for each lot.
8. Fire Marshal conditions:
a. Comply with Chanhassen Fire Department Policy Premises Identification (Copy
Attached).
9. A park dedication charge of $5,800 per lot will be applicable at the time of platting.
10. A $3,700.00 security must be submitted to ensure the following:
Christensen Final Plat - Planning Case No. 05-44
April 10, 2006
Page 8
Hydrant relocation
Payment of the City's inspection bill associated with the hydrant
relocation (10% of $2,000.00)
Submittal of the utility as-built showing the relocated hydrant and the
tie cards for the sanitary sewer and water services to Lot 1
TOTAL AMOUNT OF SECURITY:
$ 2,000.00
200.00
1,500.00
$3,700.00
This breakdown is for historical reference; it is not a restriction on the use of the security.
11. The grading plan must be revised to show the following:
a. The proposed lowest floor elevation for the house on Lot 1
b. The proposed invert elevations of the culvert for Lot 1
c. The directional flow arrows for the existing and proposed culverts
12. The proposed water service for Lot 2 must extend from the existing six inch diameter lateral
watermain.
13. The hydrant relocation and water service connection must be field located. The hydrant must
be relocated as close to the road as possible.
14. The developer's contractor must notify the City 72 hours before relocating the hydrant,
connecting to the lateral watermain or core drilling into the sanitary sewer manhole.
15. The plans must be signed by an Engineer registered in the State of Minnesota.
16. All sheets within the plan set must be revised to reflect the drainage and utility easements
shown on the plat."
ATTACHMENTS
1. Final Plat.
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Tho North 2:50 rut of the Wnt 190 fut of the South 904 fClllt
of thot port (If the NQrthw&tt Qul;lrter 01 the South'l(lst Qucrier
of S<<;tlon 2.- Townlhrp 1115. Rong-e: 23. ~ ~ty, "UIYI$$OtQ,
ltln'il wut of thil ChonhottOll end Exeeltlor P-ubllc Rood.
E> AIlO
OuU'Q-t ^ O1d thot ~Qrt of I..Qt 6, B~Qcl(. t, Burtwood. Carwr
... '...... w.:n~~~~~ :~ ~~~~~r ~o:"ngf:e:
fS: thenoCl South 0 de9C'8U 23 mln~tu 1S seeonda WAt. Ql"I
(l!ll[U,lm~ b-~Sl aJor..9 the most west6l'ly Une .of laleS Lc-t & 0
dhltonce of 122.17 f~t to !tit! nQrthWiMt QQrTiN' or OutlQ~ 14- Ql'Id
\ ::O~:~~t~~3~Zett~eM~D~:.~~ ~:r:1I~~:~ 07
\ Court (l~ tI1l:1fO torrnlnat;lng.
I
I OutlDt B. Bllrll'l'OOd. acCOl"dk1g to tho recorded p'lot. thereof.
I
",. I
I ZONING - RsF' - SINGlE fAMILY RESlODlTW.
,
-+- AREAS
I
I ~-----;$ooN-___"""$ TOTAl fU.T . 045.957.~ SQUARt FttT / S.0.5 ACRES
LOT 1~ B\.0C5< 1 '" 24.401.8.5 SQUARE nrr / o.5B ACftt:S-
LOT 2, Bl.OCI( 1 - 2;,555.66 SOUAAE FEET I O.'~ ACRES
NOlES
:;':~r ~~ p~:8.:~f ~~r:{iI1~e west
Southsallt Ouarter. has ~ assumed b-ilo&i9
o.f N01-OO'23"E.
.'
~
SCHoeu. &: MADSON, IWC.
IQ!loeO w,,)1:olo awl":""""..,
1.r'tvI~~i.. I.IoirM'Inolo ~~30S
(9~)~6-7tlO1
2. Thill flald ~ of this illite wa, com;lll~led
on Saptembllt' 30. 2Ot)of..
3.- The top09f<lphy MOwn heflt(ll"l b p" City
Topo;raphlc InfomtotloA (Ill' provided by the-
CRy of (:hlrlhasun an .iil)' 20. .2004.
N
+.
s
D'M<ER I SUOOIllDER
~OBERT CIllSIDlse>l
6-fi-48 pQWfR BouI_rC:
~ou_. L1......"'t:lolo ~l7
(9~2' 414-7501
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ROBERT CHRISTENSEN
~CAllIi~
PROJECT NO. 63146-002
S.M.
6648 POWERS BOULEVARD
CHANHASSEN, MN. 55317
(JOOUI......
~
r:EFHIFlCA TlON
IMNIlf.O<<tltjl:Mlth...~_
~u~::.n~=~~.
IomIllrtl\tS'l4Wot~
D>>IEl.G."""",-,
.- . LloMI... No. ~g83Q'
lhls chwInv ta. ~ dld.ed t;IKI
orrMII'R 1h~ .......--- dtq 01
. ""-
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JOe 0001< NU"""", (134-9')
FIELD BOOK: 121 PAGE: 46
'((lfiO~~tbt1
---
tm'.11CQ ,~.
MoI1*eNIMH,II!Ia.*,
EI;""".~15:!:IC
T1II:>>I1-(II. '~I-fa'
--
II Schael! Madson
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13'61 ...... .'
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. TREE PROTECTION
PLAN
-"""'"
"'"'" WlS<oE
"'''''''""'
...... "'"'" TO
......
lfU DlbFUNE
"'"'"
IHS-TiU..'iREI:F'RI1Ia:'T1Ott~PflIOR1(lNff~
AC1MlY. OOttOT~Nl'(EQIJf'I.IIEHTORWJDl:I,IU:\IIlTtIH1"H&:
P'ROT'ECTUI Nt&- ~ mE FDIC[ QtR.y NlER ~
OPEAA~ ME lXlLM.EI'tD.
""'''''
SIZE
12"
W
V
.....
W
....
W
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X-
X-
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;000 ......
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........ x J.
........ i l..:.
(! (JP J (Of
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.TREE LEGEND
NumbM' k11owi1"l9 oClbbrC'lllatl(lll 'I,'la....nn ,lJI;jmcled diamot.~
J"n ~~. thl'N ieoet oba\rlll ogro\.INJ ~t The IfK;QI1<l
~~ l~ ~~~~:~~J\.~'cHI" <.If ~ at tnot
!>llolmw 1~0VIin9 ~hnlto. dc~ it', odlom+lM" ~r. r~'I1-
o ~~ "-O~~ v.,... 0 ~otlS ItIv1.lb.
"* Decelfl- c.onif,ro...~ MM. ~ o.Mt,,, v.. liM.
ewr'l'lpl.~
0.....2
...1 0l/tt<rtA1I ~ieJ,:Ot)"
lR DeI1otN1nl"",coo(l
..,1Ll De~otn Juroipoll'
KC Qoir\(l~oM ~1~1qr Col'lH
U 00cr>>W~ lillw
1..0 o.~ Loourt
lot DeDOta t.ICJ~'1
~p DmI~! t.lu;o Pino
C boniJkl::l= (kilo;
PJ ~lllu p\",~
PO Dltnlll-a P<1pIor
AO [loeor'Hj~ Ru:llls!clr. ~iote
S'-I ~~ $i~" UoploBl
SP DtIrootu S.PN'='tI'
TO Dwlws TI'H to.eiCIlOUI
1E o..no;MA TrH [l,o'll"ti!1'H1'I
WA [knoWl WQII'Ivt
WI Denot" VI1IGW
1\ Denote'll "'"
~v Oenotfl A,.b.Qr v.u..
BF DetlotH 6<llsam f"1I'
s.a. o.-.(I~H 9o:luWQOd
BI eo...~"l'II Bi.-.:;h
BE Oc<l~~ (lQ~ Elder
9tI o..n.ow Bu\ttm~
au l>e-Mttl, Bu~11.
CA. Dt"ml- CotDlpa
Cfl ~IlQl.$ (:.lIdo!"
CH o.t1llll'J (:1,.......,
C'" DeMlU ~~
00 00w\0leS Ooqwm
tL~E111"1
m D<<1Gte:l fru"
~ =:: ~~~
tIC DerWl:N li(:oru CMiWor.rt.
.TREE PRESERVATION NOTES_
I. ~..-Cl.ftIIIIolO..:DG.C(HlIIICI1lIII:HO.U"IV_'IIlr~CHsm:
:...=-..... WI)II( ~ IIC1CDS llOIlTtL _ -...t ~ 1IQ. MmC1IOI
1. na:~~~II[II'a.w.mlWOR~_~~.MII
llI'1l)II:PJat'lwrP:II;~'ttIr:llIIIPlN.;u.~~1O!II;~ ~
1')_I.MLH.L:II'T'r:_"~ mtCI[llCUlllCJ-=lIt'Im>~~
'WIrroICUI"iUlKOIt'l'lll'T1Dl~"IIII'IlM';~..:.aorcurr,..,~
!.IIIti,.IJmIFOtnlElil'lllllTtl:JDl~
'- ..;tnJ.tHC1WI.IlUlCEDJDMmMm.-.O:-'I\oIfllCql'"dII:IIII.-OR-fHt
~UOC_"'Jih"TIII!I3'fH11'NlICI':I.__
...etJlClII,d1~TJlaXlI)~OWICi't,"lMIW1.~ru:1')OllICI'otlf:
~"I"tG~"~r.I'fI)llI:w.nJIW.:I~M"-'T$OI'lPLftS.
:I. JoIJ.-~~~nwne/,lO~IfII).!;Ir.ISF.LDCEJ:I
ClUfKll:r;!f~.-.aI'fl;l!tm;llilJlO.
.. ~CJI'~tJG:i~tt:If_l'I.ra:fMIoI"-'1~-nIo0M7~.
'1. .,1ICUCJIIIt"lGIKlI'U$@A.--"1':Q:C'III:IJIC~w:rrK~
-W. ~wsrllolX"lOI-l'CJ;aclft:l;~IIII($SK,I'IImIIllIlIiICH
--
t..u..~.qmIUJQC:l!:swa...S!InII~'!'JI(lIIbIUII!tlmma1Jl(D.1'O II:
,. llO~fIfJUI''IU._a.cm'IIIIEI"lllIllt~ ~...-
lII.ISF_K~nQltllll['OIIo-.c.
I\I,Mf'll':D:lQlMljlUlo;wl~lIll'I'lJrTDI0II1KI-"l:lIO:~""",,~.ec
lImJaI)IflAlW'EorZ:I~1iI(iCS.
--~~
'-"
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...
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/
R08J!RT OHR18TEN8D1
1$710 POWIRS BLVD4
CHANHASBEN, MN 4S5817
9".2,.474.5864
....
1<<m~"'-!bII
--"'"
TlIIEM&W!Ol'~
-55t1lllldSNI"""'1WII1OO
1t1Nll.........&/:l3iI
'JS3.U1-Ql0l'~1
---
.ALLOWABLE TREE
.... ........'_~n. lf
! V
,/ l "I'.),
~~l ,=bJ/;~
...[l\.iPJ[\\\
~fj~;~;~ C I,~~~'
WAANING
1l-!t CON'11'J.CTOl": SHAJ"i. CO~ACT ALL. PuSllC tJm.m~
fOR i.~nONS OF .'.l.L UHDERGIl:OllNO \I/iR[S, CIaES.
~ PIPES, ),LI,NHOlES. V.6Lvt:S. OR arnER BURIED
STRIJ(:'I\lRE:S BEFOOE ~c HE- sw.u. R!P"'~ OR
Rf:F'L',Ct THE NJl:1I( V&IEN 0AWliED DlJlllol(l-
CONSTIIUCTI(Ui '-T NO COST 10 ~EA.
lk11Jo:mll'JWl.1ll.ItJf.Ll'ftl~"'IIl.t..1GIdc:
JIlJ4Irml..,....wo.iUIIl1ll&ll ...Uma-'~
J.rdII~~tIWIln1-lllMliWtof/illld.iaiUlL
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....,-
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(3C.L1I:IHTDT
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,
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I
I
.GENERAL SITE WORK NOTES
. cotJ1"AACTQR TO "VERIFY THE ~ OF' AlL UNOCCl.GROOttlD IJT1UT1ES
PRIOR 10 BEGlHHtlG >>f( COHSTRUCT\OH l3Y CAI.l.Jffil; OOPt-iER STATE
ONE-uu. (''''6t2~ YEJ'Il;O AAEl. 1-aoo-.i52-111i5 our
"AlE)
. VERIFY HORIZ<)NTJ.C. l.IXA11ON AND ELE\fAlJllH WHERE A COl'mECTlON
10 El(1STItfG pA.VEMOO, SlRUCNRF., PIPE OR OTHER sm:! ffi'oTlJRE
'5 TO BE Li.irDE. TIlE. ~ $H.6U. IJ.Il.IitAATE1.Y NO'11FY THE
ENGINEER Of NIT (lll$CfD'AHCIf:s OR YAALlr.'OOH$ fR(IN TIt" ~s.
I REFmEHCE 'lQ uN!DOT SPECIFiCATIONS SIWl.. MEIoH lW\Sl0Wii
II AN(l: II OF THE 2000 vmt ..u. St.IF'f'l6,If;NAL
""""""""""~
~ 1tUIA'tS VERIFY BENCHr.INlJ( EL.Ev',/I'OON$ SETWEEH 1WO BENCHI.IARK'S.
~ ~ SUM'f sr SCHOW .&I WJ:ISOH. INC.
. COIflR.lCI'OR Sl-W.L INSTAlL. IloiSPECT, J.(Wl'1oUII ,lH) REJwIOVE THE
~ SlGW.GE I"CIR ~E CI..O$I..Jf/ES. AL1.. TRAFFiC CONTROL
OE\'ICES N() 'SIOHlHG SKIrU.. -COOFOl'W TO 1ME :p..g.rofCO. INClUDWQ
AD.[) w.NIJ),l. FOR ttJ.If'()R.\R'( TRAFFIC CONlROl.. ZONE lAYOUTS.
JNIIJA.W 1~. ONE 8..E'iiEN fOOT J.IlN~ W(lT\1 l).Hi: IN DCI-l
DCRECT10N SKIU. BE PROVI[)tO R ..u. TiI.IES..
. ~ SH.IrIJ.. ~ VTIm' Nm f'ROPEfm' I..IJ'lt I,DCI.noHS
'PRIOR TO COHS'1'RlJC'OOH.
. REFER 10 GJW)ING'AND UTUN PWi F'Ofl EJQs'fU.o }.NO PROPOSED
GRK.e N10 vt'tIT'r' LOCAnDNS/ '!lELO(:.tiilONS.
. HOUSE Pl>>IS WIlt CH.IJ.IGE. mlA!.. HlJlJ.SE ~YOlJT M![J lffE(
PRfSERIi,/lTlON PlAH Ym.1. BE: SlJEIUITTED ~T T\\IE OF' COHiiTRIJCl10N
N.c PEmIT AP~1'IOH$..
.. 73,V;:
_ I~OOO SF
R1(lHT-OF'-WAY LINE:
BOOKCARY UN(
P;U)PEAT1l,.1m.
,.,....,.,"""
~SOJENT t.I.,[[
~~ IDtER/
WATEJl ~M\I
~ MYDRIUlT wI
AUX, VAl. \IE
GATE VALVE
~~~=~
c::=:J ~ ""~
~ I ~:~i.~i~~:::;:~J BI1'\A.IINOIJS fl,/l\OlEHT
H;,.;-:.,;;,;..:j ~';-:~'::,;':,';j CONCRETE .......<NT
~ RlJoIOV.....
21.:J55.71 S.f'"T
2.e9I"S,f'.
1,815 s.Y.
15.e.+8.71s'F.
.PROJECT INFORMATION
TCT"~ ~TF. AREA-
'5IlES,F,...+5,~7.1$e.5S'./I.05~
L.\lI....1; 1.21...2:
roTAl..SJ'," ::L....4OI.""S,F'. mTALsF.-
P"~&lT _ z.i4!::l- SF. pJ\lotU&Il-
OOIl.[llt.lG _ l.lQl ~. BlJiI.tlI'fC; -
G/UE'fSP~ _ :2Ol11+.:aS s..r. _ 32.~ ~:o1'AC€ -
~ SURYA/;l: CXM:RAQE - ~~ OF 7.!'i:(
~
....ILlUU ~T SiZE
~
[)J~ - flU (S1I~ ~.wa.y J::ESI)fH11,1L)
~ _ RSF' (san.t T,l,t.p..y ~11N..)
. LEGEND
PRoPOSID fXIS'11NG
------ ----------
-~--
- - - - --------
G--- ---i'l
~:=
rJ- ~
~OILS DA.TA I ~GE'NO'
"'" ~l(R-KlUIE'l'~'f LOANS. ~lC suP(S
- ~1-kENN'f ~s. 2-9 Sl.(IP~ ERoom
Kl> ~..... LOmS, 24" SlGPE'S
K<~ L.ESlBI~""'I,.O>>.Is.'2-Il-"Sl.QPES.~
"'" LE~K1~Y LOAMS, 2-~:tSl..(l;'ES. ERQO.gI
--- r"'2.2~OO I
CHRISTENSEN SUBDIVISION
e710 POW!1II 81.YO.
;;;;;";i;' 1~3. 5
I.OT LAYOUT PLAN
SlIIPrQ!ell'
"!::"N l'Ii
.,....~hIf...;!I-;..~
~ 1'IV m~
, .w
_ .'"', ~-~~.w
.'t-..!!~.-3tf~.._II'.Oll_'"
1 IHv-i1~~1
,
11";~LJ}~~ ~ UNE
r ..L~~"'H
I ; ..-y~~:~~~
I I ./ I !I.I'..~~H v;
L' ,I 0/1' :
~4"- ~
t ~~ 1
--............ !
~, ,
-::~!....;fl~ -...,~.~ ~--r~ "'II
i~' .,,~~.;;~-::-/
WARNING
'THt CONTR4CftoR SKi.l..L Q:lNfACT .AI.L PUBUC UlILJ1lES
roll: LOCA'1lOHS Of" ..ALL. ~O WIRES. c.oaES.
COHOl.JriS. PlPES. ~ VAL"tS, OR OTiiER BURIED
~ES BEFORt OIQQNG.. HE SIW.L fl:EP..,R OR
AEPi.ACt THE AIK'HE \'M~ DAJ,l..l,GE1'o DuRwG.
CONSTRI)C'OON A.T J.IO -COST TO (Yn'tUt.
.0;;.;----
~t-tG TRtE m I;lE FlEJ.t(Jll{b. s:e:E
TREE Pl'lESER'lf,lr;OON PV.N FOJ:l
A.OQI'T1OHAL IHfOIlj,llr,llON
8OS11NO LOT UHE
"""""'ED
DRAWGE AND
V11UlY
"".......
10' sa: 'fARO
SE'TB.'.CK FOR
""'UlAIIl-E
......
N
+,
s
y,'REJ.Il
Y~D sEf8,I.CK
FOR OOI.D'.SLE
.....
EXrs:n"O
w
ROBI!RT CHRISTEN8EN
8T10 POW"R9 Bl.VD.
CHAKHA88EN1 MN lilS317
91iU74.5SlS4
Schoell Madson
-~-
-
......
~ ~
(BC.a1I:bll'IZ't'l
.~
..
........
OM
_GRADING NOTES
1. ~ $H.IU ~ 'Q;JptEIl 5'T.lr.TE (:oNt" a.u.' 'M1lCN TWO \IIIJftKM
DAl'SPRlOATOO:C/IV),'OOM/~.rotl:\JJ"I..It'1LOCo1o+1ONS.. nnH
Q1J[S ~ETRO I'.'I1k ~1-4-54--0002 ~ TQt1.-~ 1-COCI-:z:lo2.-1I0$.
2. CON'TPJICroRSl'W.LFlD.D~'nitI.OCA'DOio!SANO[l..l'O.TIONSOF
EXJSI'\H(i unmrs ,Me. ~ flAroRtS PRIOR TO $TNrr OF' 'StTE
CRADING. TtlE ~ll !il'W.I. 1IAI(W.TEl..V ~fY THE "1II0Jm
f.HGm~ OF'Nli DtSCf1EPN<<:IES OR VA.'l1m(lH$.
J. SUfl'~(;RI.tIING:w.T'EllOlLSKIIUCQHSt51Of'Al.L..SOiI..EHCOOHTEIl:m-oM
1loIE:~WI1H~Of'TOPSOIL.DEMS.OftG,I.,HI(:WA'TUrw\L.'KI
ornE:I<'U/'IS'l'.l.Sl.Ew.TtRlAi...-SfOCKPn..ETOPSOI.AND(;R.W..II.AAl'ILl..AT
L.OCA11OHS~ECTEII'BY(:(IIfTiW;fOR.
+. S1JEI(;"-AD[ El(GIr,'ATlO"f 9'UU B( ~ I:I.lI.IEOO.TD.v N"ml: D:~WTlOH
TO Hfl1I OFF'SEJ'~ S'TA8I\.ffi" ffiOSlDIS OOE:LO wm::!l saF';GE OR
STm" SLOPES. M!&I P1,N;:tHGl NEW SIJRFJ.CE WJ[IlW. IDProlf r(I
~ PA"\oDIEHT. THE EXC*v.l.11Qtt su.u. 9[ SJ.CKF't1.ED. ~y TO
IWO'IO l,lM;lERl.olNNG OF TKE ~ PJr.VEMEm'.
~:SflAU.BE~ftiR.lUHCI'IIlQl{fALNtO'lo9'JlCIol
"'''''''''- .
~ '!:I""""-L El(Co,v"TE ~1'P.fHQtEs..
~ SHOwN ARE ~ED CIWlES. ~ SWILL ROIJl:iI.j G1Wlt 'W
SU~ W,V1tlll:lfi. .
AU- 0;(,:fSS WAiDIW... EICJ'1M>>IOUS S1JRF~ CQNCR('C'€ m:w:s.. mr
~OOHED lJ11I.IT'i 1TI)iC!i, AM) atHER UNSTAIlLE Wr.1mWS SH.lI.L. ~
THE PROPERlY Of" THE -C0N'11W;T0R ~ 5HAU.- at: I)ISPO:SED OFT" n-lE
~1./SIll1JCllON sm.
CQLIPl.ftJI;\H (IF sm: GPJ,IlING 0F'l:AAl10IiS SlW.L I!IESlILT ... ~ NI:fAS eDIQ
~ 1() 'PLAN :soaGAADE B..EYA~'. 8lJI1..DIIIl(: I?'AO Mt.A$ $KoIJ.. BE:
ocmu.nNED BY REFERRIHO TO TIll:: ~ ~ '11iE PAAQIQ
lOTNOO~Y.AA&.$1IHN..I. BE: ~ ~~TO nlE Sn1:
Pt.AH#IO PA\I!JmiT SEC1l0fll ~ ~ ~00tI AI'KI UlIl'TS'Of'"
Bl1l)LIIHO'J!:i llA\'tloIEHT SEC1100$.
REfg.I YO l'Nt LaI' ~YOOJ PUN F'OR WOST cuRRO<< itOOI!ZOHTAL
OW""""
TIiE WIN'iWW GR*<<D SlOf>f rnou E:OOE: OF ~ '$KIrU BE e; INCHES
~ lO FEET.
rn~m GROUND N\O SOD El.[IIA'T1Q'l ~ 10 IlUlWNG: SHill. BE $.
BaQ<< I'1.OOR Q&.\1'IOi1. SLCPE: ~D ~WJo.Y FR(IU 8I..IILDH:: .. UINlolUU
Of" 6- IH ''0 FUT BerQIrlO 10 fEET RUSt TO f'V,N GR.'OES.
~ IS RE'SPOOSIILE FOR ~ HlD su:o=v<<: l'H6 F'NSHEO
(j;RQIJND 'SI..IfIf1a TO ~ SWOO\'W .at UHIrClRU 5UJPES. 'IMCH PfIOV\DE
F'OSIl"M:DRAA.l..'.GEAWAV~~J.H[)PFt(V(MT~~t.OWDI
MtM. ~JrR<:Hl'I€e'fIF'REl.lI-~ro-~PVJlC!l.NlII!:
""""ED.
_EROSION CONTROL NOTES
1. }r,l.J. ~ SO' FtN(:E HiD ROQ( CONS1ll1.J'C'nQN ~
SHAl.L-'atIiS'LW..WP'RKIRro~
:2. M"COtfT1l,.l,C'K:StWJ..GfW)E!Sm:JH;IIiS'I'AU..l1T&.mts.
3,TtIE~:Stw.I..I'i$TAlLEROSIOH.;OtOROL
1.l000RtS.
01. WI'1HlN'IwO~OFsrn:GPADtIC.ALLDISllJfI8EDAR~SlW.L&E:
~'f(II'M13<i.1lI:WO()Fi:~&.I&.Ii~'lImtCJIY
~. JUEROSIOtICQt.Il'RQL~SK"lLKI'fSTAU.mANJ-
IUoHlAlNEDIH~wmtcrrr.AHOW~OIS.TRtC't'
.......
E. n-E~~WlHl'u(AlL~COtfiROL~
~ruEREMO\I.I.L<:1FJ.(;QJI.Il.IJllUlSLi'INA'OHI'OfSl.T
~~KD!JR.Ir,1JOtlIOF"M::~
7. ~ EXCESS sm~ .. PROi'Q$l"I;'l BR.SH!j: SiWJ. &e: RDKNED BY
""''''''''''''''''
e. ADKiYE H.l. mo:SION ~ ~ mm ~~'OOH IS
..,,,,,,,",",
'&I.THE:~~"00ICYE:H.L1iOLS~SfI)lIoIOn'~O0J.Il'Q E:JIJSDIG: !ii'PEOS /Q't~ p,.;..m JtRfNi,.
lo.lf~QLlSTIl!OOWE:SAlfl..IrSANCE..l\iIE~9WJ.
JPPLV WMER FlK* II TN<< 'IIi'l,.':K YO ALL ~ NIQS
II. stREn ~ or SOL'tR.IO\1D otillJ PI.etJC SlRa1l;l":ijH(Mb t<<:w:JE DM.'i
smtE'I'~~~~A$.tOEtDm. .
_EROSION & SEDIMENT CONTROL MAINTENANCE
1. IHS?OCT saT fDiCE'S. N'TIR E;loCIt 1VJHFAlJ. AUf) AT t.EaIST DIoA.'i DURtIG PJKM...OHGm IUlIiFAU.,. lLIIIIEJltUay REPAII:
F....:.,m OR f'M)HG FENCES.
2. ~ - F.IoSRIC SI-W.1. BE l'm'I)r,Cf[l ~l"1ly WHOt IT ~ OR &O:lI.lES IHEFfE(:IlV( ~ THE
BARRIER IS NO ~ H[(::($SAFh'.
:,. smWEHT!IDfO'I{H,. - $fDO.IOO Di:?OSfl'S. 1iHAU. 9t P:EIolO'\IED AFTER E;Ibt :$fORM :E:VDI'!'.
... mf:5EDII4NT REL/HHIttG w pU<< AFWL THE U.T FENCE OR m.D F~ IS HO ~ R(QUIF(O) SHAU.. 9E"
~TO colifDl:CU 'IlmITHE EXISIV((iI GIlADE. PllEl"AAm. ~ ~ M"I'l-I TrIE~:sao I.IIXAS ~
Eli n.lE O'M<<R. .
~
~
7.
~
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_LEGEND
.....---;98----- DEtl0TE'5 EXIsnH{l- CQW04JR
---998--- Drno1l:S PROPOSED CONTOlll'l
----------998------t:, CENOTES ~ED COHTWR (BY entERS)
(JOfO"l"rS BOOHOAAY UNE
DENOTES ~~UTY E'SENENT
OOO'TES ElOSlltfG STORM SEWER
OENOTES EBJSIO~ 00NTR0l ro+c5
_...................-.------
--=:.--<<-
-nOOIJOOOiJDDDG
~ IiHOffi TR~PROTEcnoo fENCE
(HI!I-W OClf'( SilT F9lCi:)
--L22L- oENO$ PERCENT of c';:RAOE
')C 910"' DEHOlfS PROPQSfl) SPQT ELEYATIOH
~~::::;::.: :; ::: :::s
rrn:o-l DENQ1l;S ~ pAl) WI'l'H G.'&*GE:
~ ANe- EI.AsaIENT GPJDE ELf\I..;lllJo'fS
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CHRISTENSEN SUBDIVISION Uo.o.
8710 POWl:AI BL.VD.
....- LOT QRADINQ, D_-..ur> I ~ -4 51
D0810N CONTROJ. PI.AN 111
.~'P1ot>r""'tN"m""r:fi.'1I4.'i-l'Xl2
ROBI!RT CHRl8-TgSI!N
enD POWiII!!R.8 BLVO.
CHANHAS$EtI" UN 5!/S311
~52."7".68.""
<100
~!iQ5D2lrld1ww1tirt1
---
T~m1f~
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1~'kJ1oQIIF~..1
--
Schoell Madson
-Eog-~
I nmy mlU1 liu.t I:Iali pba nI pn)IECII '!.or" "uVr
llI1 iIIm1-.",..,.w. w. tul S U11.lkftM4 ~
~u4rr~:J.va 1J1:r..$I;l.1II~1&6noI.&.
!~~
hI.c~ Rtc-J;...mal!
(SCQIJI1'D"I'
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.CONSTRUCTION NOTES
I. RaER 1'0 LOT V,YOIJT f'I../oM ftJR ~
1. ~TO~TlIE~9W.t..-N:l.bWf.1STAI.1.
[XISm(,l- U1'1l,t1'I' IJ)CI,I1ON$ 00. WGI$, SHOWN OR I'IOT SH<:PfiIo'. Mi
OIWW'~ BEI'IIml IPlJrH$ Njl,l- f'1Q!l ~ SlW.L tit
~1(lmEcrtINER~m..Y,
3. 1'tIElJI'I..l1Y(:(ItmLICQRw.u.Vf/f1I!'(1W[I.DCrnJHSN<<>tJ..!:I{~
OFThlE~ PFES'J'STtW PJIlQ!tTQa)HSTIlUC:-1'I. SI:R\IlCE.
"""""""'.
.. IoU.l.I11'UTtWQRK$lW.LIIE~I't~wntlTriECITJ"
OI"~~.ttI)~PERYlT~
:5. i!5"W,l,~9WJ.'SEQ..I,SS~DlP~TOTWE
ftO:IUI'ID.IDCr OF ~/"''fNIA ~VA2.\~J #J./O C;'#/A2:IA.. fTTTlHIi.S
SHAU.l3Etl..A$S~~T01lIE~0f'NlSJ/jI:jNU.
<;110/A;:!'1.10 Oft AHSl/nMA C15.S/A2l.M. H'l'Dft..lHT'5 stW.1- BE 1Ht
f'N::ER.l,S.~~""'......:mtrJIJ$CO.OR~t(lI.W.
<::oI.Fl'lOND "lIfIH THE W cny Of'~. ~1t WrL.'o'ES SHoW.. BE
:!iII<<li..fDlSCTl'PEwmlr:lC5t..ENTsv.TMmJ.lIi:1HE~QP
A'/M"cecIlII. JrU P\.LKiS, 'I'U:S,!iIE.'CwS Nc. 01H[lII nlRlI$1' l"O!m:S
5tlH.LBEPROVIDIDVIITH~~SAl::bIGORI.IEQA\J.JG..
ALL w.L'JElbtM't :stW,J,.. e<< IHSI'AI..I.U) I'Iff.Iot A. I,ItU.II,I or ,~. ~ N<G-
...~VKTtI-"W1-~JHOlXlHDUCf'MT'I'~
~ TO m5J/MtlA C1U/A1'.". ea:oRE EID'iQ F'lJ.CalIi
SDMCl. TtlE ~ W~N SIW.I. IilI:: CJSHE1EII Nt)
FUJSHm IN ~ MItt /IIIfIfIA C6S1 MO 1W:E. ~.of'
"M;:~"'OEPIfcT'WENTOf'l€AUlI.'PQt,jES1lC'Il'XI'!RS&'l:'/ICESHIoU.
BE~~'WI'DLTH!l:QtrOf~STNlJARtlSI'l)R
su;u: FMllLY OEJ'),QED ~ ~
ec SAtlTARY~'sw.I.L1lt:..~wmtKemOf
~ST~FQI'lSlNClJ!rNA""DEl'~P:ESIDIJI(J;lL
""'""""'''''.
T. Sl"ORI.ISEl'I'ER:StW.L.~~~MPf'.:OA.~
fZ'UOL OOl:H8ASIHSSl-WJ.BE~PDF(MI(:E[l~
~ 5H&U. 5f IEVW'I R-J~ i'ftml (:IJREl OOX-OO:N'f>Ii:OI@
EOlW- ~ Sl-IAU BE F'(lI.Ifl. fT, CWIEIlR PRECAST REli-lf(JR(:[D
OONCREI"E1N~lMJH-r'SfW!oe;..I7e,.CiSIlNG:stW.LliIIE
~ A-17,", w.NHOLES SH*lL HoI.VE A IAflWM rx 2- ,u..o ..
w:.tIlQoIOF'i~RIHCS.
1I. utJJ'1Y~SH*lI.B[COUF"I\CJUI1"O~sr~PRQC;ItlR
WXI~ Dr<< toI5I'T"( (AS1M ~!U.s OA: .usmo T~} I'RQLI b"': PIPli:
ll::fV; TO VIIlHIH btA(E fEET (IF mE GRQ4.IM) 5l.flf'iIa ,pJ 100Ii
"ST,ll1DAAO- PROCR:A ... na; ~ 1'HFla FiEr.
I ~ronlEE:G'S'1IfOSN<<rNrf~N(ll-\W'IIt~
~~"nE;a'l'r0F~
10. FQJ) A[oJIJS't' AU. ClEAHOIJiS ro w.tttt I'Wl Q'I.I()E:S.
11. Cl:ltmIACI"OR SlW..I.COH1ACJ' 'GOPHER sr.mOl'll:: CAU.'...in.H I'WQ
WORIOHG o.a.YS ~ TO El'{:.I.\I"'i1QH/~ rOR U1IUlY
L.lX:.toTICJNS. 'fIlW.I CI'1'E:> WEJRQ AAfk 651~ OR TI:I.l.~
1~-lleII.
~2.~SHAl.LH011rrTI-E-cm'(If'~.f!lHC)J~IHIINNfCE.
QP' \ftltl:2/Hj; I'Ifi'I-V.t THE: -RlGtIT OF'" WAY. CIIY'iNS.I'EC1"OAS UlJS1
~AU.WQRI(a>>.M1:'frolH1'HERIGtfl'OF''rtJ\ylltlJ,.l[llHG
RO.IOVAL o:r DIISTNG- 8(I'IR.l1l'fOO:S P.l.\IO.IENI'. ~'DOh': OF 1REHCHES,
~ Of"'IIA'T[R I.I.1.II iHO SANTI\l1Y SE:WER. lJ11JI"J' ~
1o-~lJIo/a.~N<Qo:PuCDlDll'OFEWT\!i.ItIOOS
P,o,\IEMDIT.
1Jc~:$WUlhSl"..w..II1SPECT.w.lHTAlNn1;'-:RDIOV[TtlE
~~fQfILNiE~RE:!j. Al1.~~
~/IttCISKiHIHQSHo'IU.C<IN"OFlIoI'I'O'Il-Il:~.~P1~
~FOR'JDIPQIWIYTIW'fX':~:ZoC>>lE""'YOiJI'S.LA1'tSTEl)1IOM
\Il11'H SOPPlJJ,lDl'l'S. ONE D.D/DI FOOT liIHIlIVW 'I/I01H I..Uf€ 1M DlCH
~$lW.l..st~A1~11I.I(S.
1+. ruE EXIS'MG EllT'lMlHOOS P~OO 5I'PU.l;lI';s.o:.K:ul' 1ft ~
WI1HMrI/'OOT~iJOHS.
I~ C(lH'IA.I.i:i'( wu. 9E ~ FOR ~ THE ~TE
~ W,r,:rm RIO PUJlr,tBII'tC PERiM'I'S m<N "fflE o:TY'5 EM:.Jl".NG:
DIJ'.urrt.lEN't'.
~~SH*lI.(.'OORtIINATE:WM(wmtAU..lJn.I1Y
""""-
WARNING
-mE COHl'RACTOR Stw..L OOHT~ ,tU" P\JB:IJC vtIt.mES
f"OR lOCA.mNS OF ALL \.l~N() 1ft'lRE:!i. ~,
cotlD\.ITS. ~ WriitfOlES. V;'('YES. OR IJ'rnER Elm1lD
srfClJC1\IRES I3EFQIlt l;lkNlHG. HE SHaI.U. RD"iI.fR OR
REJ=1.ACE lllE ,I.8OV[ MIEN OA.l.IAGED OOIl:ING
COHSTRUCl1ON /&.T NO c:osr TO OWH~,
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. LEGEND
~.......-~~---- DENOTES 0JSmG CON'T'OUR
---996--- I.'lEHOTES PIl:OPOSUJ OOHTOIJR
-99~ ~ PROPOSED COHTOOf! (&" 0lJiERS)
DEJiOTES B'OUNIWl1' I,.JI-lE
----..i..-----...... OEN01Ci ORAJW<</l.lllurr ~
~<<- OEHOTES ~~ :STQIW UWER
~'OlJ(]oa[Jo(J(][iaG I)f;NOTES EFlOSION CONTROL FENCE
~:;-: ~::-~- ~VI'~~~FrnCE
1.~ ~ PERrotT or GRADE:
II: 910.5 omtrts PROPQSEO sPOl' Eu.\fA"OO'-l
I:i:.:.:.:.:.:':.:~':.:c;:.:.;:.~:l . c~ DJSnNG erruNlItOUS
h,,&,,':~:l DENIf"" ElOSI1tIO CO"""",,,
C:J~O 0CNd'rr's: HOUSE PID WITH ~
J.ND1BASnimr -GRADE Q.Eli/&..TIO!.fS
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-87'[0 poWERS. BLVD.
cH.Ul.....ssn. MN I!U5S17
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--
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