11x17 Plans dated 1-20-05
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ScoIð: 7" - 30'
AREA= 2.77 ACRES
ZONING= RSF
DE'ÆLOPER: 10 SPRING, INC.
A TTN: SCOTT ROSENLUND
622 IŒ"ST 82ND STREET
CHASKA, MN 55318
PH-(952)215-8535
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LOTUS LAKE
¡ROJECT NO:
PRELIMINARY PLAT 2-04-0702
SHEET NO '1 OF 5 SHEETS OA 1/20/05
OMotes Ught Pole
OMote" ~"/lIflng Well
Oenote" Power Pole
OMotÐS Guy 111'",
o""otÐS Sign
DtIfIotes T"",
DtIfIotes ~dge of Woods
o""otes OverhllOd ~/lICtrlc
o""ot.. Sanitary S..,er line
aUILDING SETBACK
FRONT-30'
SIDE-10'
REAR-30'
FROM COUNTY ROAD 50 - 50'
DRAINAGE AND UTILITY £ASEMENTS ARE SHOWN THUS:
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B£lNG 10 FEET IN WIDTH, UNLESS OTHERWISE INDICA TED,
AND ADJOINING BLOCK LINES, AND B£lNG 5 FEET IN WIDTH,
UNLESS OTHERWISE INDICA TED, AND ADJOINING LOT LINES,
AS SHOWN ON THE PLA T.
VICINITY MAP
SECTION 1, TOWNSHIP 116, RANGE 23, CARVER COUNTY
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L_____J______
Benchmark:
Top Nut Hyd. Elev.=930.82
27' West of Centerline of State
Hwy. No. 101 along South
properly line
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CITY OF CHANHASSEN
RECEIVED
FES 1 1 2005
CHANHASSEN PLANNING DEPT
7/4
N.w.
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Descrlptton:
land situate in the North 451.00 feet of the Sautheas
Section 1, Township 116, Range 23, 09 follows:
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Northeast
Commencing at the Northeast comer of sold Southeast Quarter of Northeast
Quarter; thence South 451.00 feet to the point of beglnnin9 of the land to be
described; thence West 010n9 the South line of sold 451.00 feet 'Tract. 503.00 fee
to on iron monument: thence North at ri9ht angles 0 distance of 240.00 feet;
thence East at right angles 0 distance of 503,00 feet, more or less, to 0 point on
East line of SOld Quarter-Quarter distant 240.00 feet North of the paint of
beglnnin9: thence South 240.00 feet to the paint of beginning
Quarter of the
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FOX DEN
10SPRING, INC.
CHANHASSEN,MN
Well SIw.
www.orto.1lssØdares.com
T110 9W"'_S.
_/IN 5$3f3
PIc 7ð3)4U-4727
SSOCIATES fax; (753)682-3522
'IIHHH'S and Und '13, Inc.
I HEREBY CERTIFY THAT THIS PlAN, SPECIFlCAllON, OR REPORT
Wf>$ PREPARED BY ME OR UNOER MY OIRECT SUPERVISION
AND THAT I IW. A DULY UCENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
DESIGNED DRAIIN
C.S.O. M.L.H.
ctIECKED
C.S.O.
RE\lSI'
BY
DAlE
NO.
90
60
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30'
7"
Scala:
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ZONING= RSF
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NOTES:
1. ALL 8" WATERMAIN SHALL BE C-900 DR18
WITH DUCTILE IRON FITTINGS. FITTINGS SHALL BE
POL YWRAPPED. MEGALUGS SHALL. BE COMPATIBLE
WITH PVC PIPE. 12 GAUGE TRACER WIRE SHALL
BE INSTALLED WITH ALL PLASTIC WM. TRACER WIRE
SHALL BE TERMINATED AT ALL HYDRANT BREAK
OFF FLANGES.
2. ALL 8" PVC SANITARY SEWER SHALL BE
SDR 35 UNLESS OTHERWISE NOTED.
3. SANITARY SERVICES SHALL BE 6" PVC SDR 26.
4. WATER SERVICES SHALL BE 1" COPPER WITH
1" CORP.
5. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52.
6. CONTRACTOR SHALL INSTALL HYDRANT EXTENSIONS
AS NECESSARY WHERE WM HAS BEEN LOWERED TO
AVOID CONFLICT WITH OTHER UTILITIES. EXTENSIONS
SHALL BE CONSIDERED INCIDENTAL TO HYDRANT COST.
7. EXISTING WELL AND SEPTIC SHALL BE REMOVED
AND I OR ABANDONED IN ACCORDANCE WITH ALL
STATE & LOCAL REGULATIONS.
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DEVELOPER: 10SPRING. INC.
A TTN: SCOTT ROSENLUND
622 WEST 82ND STREET
CHASKA. MN 55318
PH-(952)215-8535
Benchmark:
Top Nut Hyd. Elev.=930.82
27' West of Centerline of state
Hwy. No. 101 along South
property line
OonOtÐS Light PoIÐ
OÐnoteS £Jllstlng WÐ/I
OenotÐs Power POIÐ
Oenot.. Guy m",
Donates Sign
Oenotes T"",
O""otÐS ~dge of Woods
Oenotes Overhead Ðectrlc
O""otes SanItary SÐwer line
aUILDING SETBACK
FRONT-30'
SIDE-10'
REAR-30'
FROM COUNTY ROAD 50 - 50'
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PROJECT NO:
2-04-0702
PRELIMINARY UTILITY PLAN
FOX DEN
10SPRING, INC.
CHANHASSEN,MN
'sf OI,lllon Sf.
,1o, MH 55313
783)682-4727.
(763)682-3522
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT
WÞS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I ÞN A DUI.Y UCENSED PROFESSIONAl. ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
DRA~
M.L.H.
DESIGNED
C.S.O.
1/20/05
ÄfE:
SHEETS
5
OF
2
SHEET NO
DATE:
Cora M. Schwahn otto
UCENSE_'¡¡ 40433
CHEa<ED
C.S.O.
Q!f
DI P
RE.\1sONS·
BY
.lE
NO.
60 90
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ScoI..· ,. - 30#
AREA= 2.77 ACRES
ZONING= RSF
DE'ÆLOPER: 10SPRING, INC.
A TTN: SCOTT ROSENLUND
622 WEST 82ND STREET
CHASKA, MN 55318
PH-(952)215-8535
Benchmark:
Top Nut Hyri. £lev. =930. 82
27' West of Centerline of State
Hwy. No. 101 along South
property Ilne
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PL CL PL
J 25' 25' 1
15.5' to Back 15.5' to Back
- Wear Course to be 1/2" \
Above Edge of Gutter
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J. 1.5 : 1
Se 1 Ÿ2" -Plant Mixed Bituminous Wearing Course
Sc Type #41WEA50055Y
Surmountable Tack Coat - 2357
Concrete Curb 2" -Plant Mixed Bituminous 8ase Course
Type #.318B850000Y
12" -Closs 5 Aggregate 8ase, 100% Crushed
24" MNDOT 3149.28 Select
Granular Borrow
NOTES:
1. ALL STORM SEWER SHALL BE RCP CLASS III UNLESS 01HERWlSE NOTED.
PRo.ECT NO:
2-04-0702
OA1E: 1/20/05
80nChmf,
Top Nut 'yd.
£lev.=93 82 I
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FOX DEN
10SPRING, INC.
CHANHASSEN,
a DtIfIotes Light Pol.
S DMotes ~"Istlng Well
o DfNJotes Power Pol.
E--- DtJtIotes Guy IIfrÐ
n DtJtIotes SIgn
() Denotes Tree
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-ss - ss - DfNJottJS Sanitary Sewer IInÐ
- . . - .. - BUILDING SETBACK
FRONT-30'
SIDE-10'
REAR-30'
FROM COUNTY ROAD 50 - 50'
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AREA= 2.77 ACRES
ZONING= RSF
30
DE'ÆLOPER: 10SPRING, INC.
A TTN: SCOTT ROSENLUND
622 M:"ST 82ND STREET
CHASKA, MN 55318
PH-(952)215-8535
Benchmark:
Top Nut Hyd. Elev.=930.82
27' West of Centerline of State
Hwy. No. 10/ along South
properly Ilne
INSTAll. All. PERIUE1ER SEDIUENT CONlROL OEVICES ANO CONSlRUCTICN
ENlRANCES.
CONSlRUCT STORMWA 1ER POND AND ROCK BERI.4 TO ACT AS
SE1) MENTATION BI\SIN OURING CONSlRUCTION.
CONTACT CITY FOR APPROVAL OF SECIUENT CONlROl OEVIC£S.
ROUCH CRACE SITE ANO INSTALl. UTIUTIES.
INSTAll 91iUuINOUS 5::t.JRF'ACE.
RESTORE All. OISTURBED AREAS.
ONCE All. OISTURBED AREAS HAvE 70% vEGETATIvE OENSlTY, OBTAIN APPROVAL
FROM lHE CITY ENGINEER.
RElAOvE SEDluENT CONlROl OEVICES "'lHIN 1WO v.nJ<S OF CITY APPROVAl..
2. CCNlRAClOR SHALl. BE FAtoIIUAR ..,lH ANO FOLl.OW All. REQUIREMENlS OF mE
UPCA NÞOES PHASE II PERUIT FOR CONS1RUCTION ACTIVITIES INClUD1NG BUT
NOT uUITED TO; WEEl<L Y EROSION CCNlROL INSPECTIONS, INSPECTION AF1ER
0.5- RAfNF'AU. OR WORE AND DocuuENTAi1ON CF ALL CORREC11VE UEASURES.
BY BEGlNNINC CONSTRUCl1ON. THE CONlRACTOR ACKNOM..EDCES THE 1tRMS
OF TItIS PERMIT AND AGREES TO ABIDE BY THEM.
3. ALl. 'MJRK SHALl. COIIPLy..,m lHE CUICEUNES SET FORlH IN mE UPCA'S
PROTEC11NG WATER QUAUTY IN URBAN AREAS: BEST MANAGEMENT PRACTICES
FOR UINNESOTA, ANO mE US-EPA'S STORU WATER UANAGElAENT FOR
CONS1RUCTION ACTIVITIES.
4. All. smuENT CONlROL NEASURES SHALl. BE INSTAU£C PRIOR TO ANY
GRADING ACTIVITY ON-SITE.
5. AU.. DISTURBED AREAS SHALL BE STABIUZED WITH MN/DOT SEED UIXllJRE 250
(100 LBS/ACRE) ANO UN/DOT UULCH TYPE 1 (2 TON/ACRE k DISC ANCHORED).
FERTIUZER SHALl. BE 10/10/1D. 1HE N""'NUN TINE AN AREA CAN RElAAlN OPEN ""EN
THE AREA IS NOT ACTIvELY BÐNG· WORKED IS: 1 DAYS FOR SlOPES Sl'EEPER THAN
3: 1. 14 DAYS FOR SLOPES 10: 1 TO 3:1. AND 21 DA'YS FOR SlOPES RATlER THAN
10:1.
6. lHE CONlRACTOR SHAll. BE RESPONSOBLE FOR TDlPORARY DITCHES, PIPING. OR
OTHER uEANS REQUIRED TO INSURE PRoPER ORAlNAGE QURING
CON$1RUC11ON.
7. THE CONlRACTOR SHAlL BE RESPONSIBLE FOR MAlNlmANCE OF ALL EROSION
CONlROL D£\'ICES UNTIL SOTE HAS A UNIFORM VECETAl1\Æ: CO\Æ:R ..,lH A DENSITY
OF 70!l: O\Æ:R mE ENTIRE PERVIOUS AREA. UAlNTENANCE SHAll. INCLUDE BUT NOT
BE UMlTED TO THE FOlLOWING:
a. REMO\£ SEDIMENT FROM PONDS 'MiEN HALF FUll AND UÞON
CONPL£11ON OF CONS1RUCTION.
b. ROIO\Æ: SILT \\HEN ACCUNULATION REACHES ONE-mIRD mE
HÐGHT OF 1HE SILT FENCE.
¢. MAINTAIN ROCK CONSìRUCTJON ENlRANCE. REPLACEMÐ.1T DURING
CONSlRUCTlC»I MAY BE NECESSARY.
d. AJlY DEPOSITING OF SILT OR NUD ON NEW OR EXISTING STORN SEWERS
OR SWALES SHALl. BE ROIOVED AF1ER EACH RAIN AND AffECTED AREAS
ClEANED.
8. STREET CLEANING OF SOIL lRAQ(ED INTO PUBUC S1REETS SHAlL INQ.UDE
DAILY S1REET SCRAPiNG AND S1REET S\\{EPING AS NEEDED.
9. THE CONl'RACTOR SHAIJ... PERFORU ANY COORECß\'E ME.'.SURES ORDERED BY
THE ON OR 'THE MPCA WliHlN 24 HOURS Of' NOl1F1CAi1ON. ALSO, ADDITIONAL
EROSION CONlRŒ. MEASURES DŒMED NECESSARY BY EITHER THE: CITY OR TME
MPCA SHALL BE INSTALLED 'NIlHtN 24 HOURS OF NOTIFICATION.
10. THE CONTRACTOR SHALL COIoIPtEŒl.Y REMOVE ALL ìÐlPORARY EROSION AND
SEDIMENT CONlROl MEASURES WHEN THE SITE HAS 7M: VECETA l1VE DENSITY.
". IT 1$ THE RESPONSlBIUTY Of" THE UllUTf CONTRACTOR TO INSTAll INLET PROlECTlON
ARQUND INLETS AF1ER 1HEY ARE INSTAU£C (REFER TO CONSlRUCTION PlANS FOR CETAJLS)
12. COI..LECTED SEDIMENT, ASPHAlT AND CONæETE IroIIUJNGS. FLOATING CEBRlS, PAPER.
PLASTI~ fABRIC, CONSTRUC11ON ANO DEMOlITlON DEBRIS AND OlHER WASTES MUST
BE DISPOSED OF PROPER1. Y AND MUST CQMPL Y 'NITH MPC", DISPOSM. REQUIREMENTS.
13. STORAGE AND DISPOSAL Of OU.. GASOUNE. PAINT AND ANY HAZARDOUS SUBSTANCES
MUST BE IN COMPUANΠM11i WPCA REGULA11ONS.
,.. EXTERNAl WASHING Œ TRUCKS AND OTHER CONSTRUCTION 'VEHIClES MUST BE UMlìEÐ
TO A DEflNED ARE Of THE SITE. RUNOFF Ir.tUST BE CONTAINED AND WASlE PROPERLY
DISPOSED OF. NO ENGNE DEGREASlNG IS ALLOYIED ON SllE.
15. mE POND SHAll. BE DEWA1ERED FROM mE TOP OF lHE WATER COlUNN
OR BY AN ALTERNATIVE NE1HOD APPROVED BY mE ENGINEER.
1. lHE LOCATIONS OF EXISTING UNDERCROUND UTIUTIES ARE SHO'IIN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALl DETERMIN£ THE EXACT
LOCAl1ON OF ALL EXlS11NG UTlUTlES BEFORE COUMENDNG WORK. HE AGREES
TO BE FUlJ.Y RESPONSIBLE FOR ANY AND All. DAlAAGES ""ICH NAY OCCUR
DUE TO HIS FAILURE TO EXAClLY LOCATE AND PRESERVE ANY AND AU.
a OllflotÐS Light Pole
e O""otes ExIsting Well
0 Ollflotes Power Pole
E-- OllflotÐS Guy IIfre
n O""otes Sign
Denotes TnNJ
Ollflotes ~dge of IIbods
-OH£- OllflotÐS OverlttJOd Ðectrlc
-ss-ss- OllflotÐS Sanitary SlIWM line
- . - . - aUlLDING SETBACK
FRONT-30'
SIDE-10'
REAR-30'
FROM COUNTY ROAD 50 - 50'
-t-".,-,
Not.: ~
sm Fence per IoINDOT Zip Tles
spðCificctlons, source 2000
machine sliced :'t0vcn
~~~fiIT~~~\s ~,thWJ~5Òf~ar~sn~O
strength losUe zip tin per .
T-Po.t. (MachIne sliced) 6 Min. Depth of .nt
fence embedmenl
EROSION COi'ITROL
FENCE - ìYPE 1
Note;
T)pð 2 rilnt fence Is the !!lame as 1 with hay baln Inatallðd as per dotan
Type 2 to be u30d to protect all wetJanda.
-- "......,~At.I-.
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Zip nos :.J. ..' .. .... bell.. 1.:)' to 2.0' ~to thcI çround.
'. ......
BaI_tobe~ð·betOtl''\ I''Ode.
EROSION CONTROL 9aI..anolo btltStdwttl'l 0
FENCE - ìYPE 2 ..-.-
SILT FENCE-5300
NOTE: AL 1ER FABRIC SHAll. BE PLACED UNom ROCK
TO STOP MUD MIGRAl10N YHFWUGH ROCK.
ROCK CONSTRUCTION ENTRANCE DETAIL
ANISHa) SURFAΠELEV. AT HOUSE
,. HOlD DOWN FROM GARAGE
GRADING GRADE
0.5' TOPSOL
CONTROLLED FILL (PER FHA/'HUD 700)
TOP OF STABLE SUBSOO. (PER SOL ENeR.:
TYPICAL RAMBLER/FULL BASEMENT (FB)
OR SPLIT ENTRY (SE)
R/W
I
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FlNl9iED SURFAŒ ÐJ
1· HOlD DO'MI FR()W I
CRADING GRADE
0.5' 'TOPSOIL
CONTROLLED FILL (PEl
'TOP OF STABLE SUBS
TYPICAL FULL BASEMENT
W/LOOKOUT WINDOWS (LO)
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PROJECT NO:
2-04-0702
DAlE: 1/20/05
FOX DEN
10SPRING, INC.
CHANHASSEN,MN
t,;.esER~Ãk~FJ.. ~T o~,~:o~,..&P5:¡¡~g.lls~P
ANO 1HAT I AM A OUL Y UCENSED PROFESSIONAL
UNOER TIiE LAWS OF TIiE STAlE OF MINNESOTA.
Cora U. Schwahn Otto
. UCENSE I 40-433 OATE:
---
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u.1I!lJËII~
30 0 30 60 90
~ ~ l ~ ~
Sea/tI: ,'" - JO'
Benchmark: - I r¡)£'ÆLOPER: 10SPRING, INC.
Top Nut Hyd. £/ev.=930.82 A TTN: SCOTT ROSENLUND
27' West of Centeriine of State 622 WEST 82ND STREET
Hwy. No. 101 along South CHASKA, MN 55318
property Une PH-(952)215-8535
RY
T11EE I SiZfI SPECIES I SA I'F REMOVE
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TREE SIZE SPECIES SAI'F REMOVE:
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PRESERVA T10N F'E.NCE
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PROJECT NO:
2-04-0702
OATE: 1/20/05
EXIS71NG BASE UNE CANOPY COVERAGE - 67, 110 SF (53%)
MINIMUM CANOPY CCI'FRAGE REQUIRED - 44.727 SF (JS:t)
EXISTING CANOPY CCI'FRAGE PRESERI'FD - 23, t85 SF
CANOPY CO\r£RAGE REPLACED - 30 TREES X 1089 SF - 27,780 SF
CANOPY CCI'FRAGE AFTER DEI'FLOPMENT = 44.965 SF (35:r)
PRELIMINARY TREE PRESERVATION
& REPLACEMENT PLAN
-
SHEET NO 5 OF 5 SHEETS
33
3
--
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f·'\I'I.oo9i9.ö6
ÎÌ
-------------------- \
--I
~ O~NOÆS 71?F:£ TO BE REMOVED
"* D~NOÆS PRDPOSED 7' HIGH SPRUC~ 71?~~
0 D~NOÆS PROPOSED 2 1/2" 71?~E (SPECIES
TO B~ CHOS~N BY BUILD£R/LANDOWN~R FROM
TH~ APPROVEO LIST OF DESIRABΠSPECIES.)
20 D~NOÆS PROPOSED 2 1/2" SUGAR MAPL~
30 O~NOÆS PROPOSED 2 1/2" MOUNTAIN ASH
S~wer
/ /
8~ San
lÎÌ
£X;$t.
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FOX DEN
10SPRING, INC.
CHANHASSEN,MN
, W.st DMs",n Sr.
Bufblø, MN 55313
Ph: (763)682-4727
FOil! (783}1J8.2·3S22
I HEREBY CER1lFY "THAT "THIS PlAN. SPECIFICATION. OR REPORT
WÞS PREPAAED BY ME OR UNDER MY DIRECT SUPERVISION
AND "THAT I !>No A DULY UCENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF "THE STATE OF MINNESOTA.
DESIGNED DRA'M-
C.S.O. M.L-H.
QlECKED
C.S.O.
DESCR1Pl1ON
REtisi&Ts'-
BY
A1E
HQ,