Preliminary Plat Received 3-6-06
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NO. REVISIONS
DAlE BY DESCRIPllON CK'D
1
2
3
4
5
6
7
LOCA llON
PRELIMINARY PLA T
OF
CHRISTENSEN ADDITION
OWNER / SUBDI\IIDER
ROBERT CHISTENSEN
6648 Powers Boulevard
Chonhassen, Minnesota 55317
(952) 474-7601
This drawIng has been checked and
reviewed this day of
.20_
CERllFICA 1l0N
I hereby certIfy that this survey was
rrepored under my supervision and that
am a Ucenoed Land Surveyor under the
laws of the State of Minnesota.
II Schoel! Madson
[!!!] Planning Engineering Surwylng
11505023nIA......_
PIymouIh, _1\64011
T7ll3-1~11lOO F7ll3-1~16ll1l
664 T1*d _ NW, SU\Ill00
EIk_._66330
T11l:H41.Q108 F18>>41-11361
--
by
JOB BOOK NUMBER: (134-91)
FIELD BOOK: 121 PAGE: 46
DANiEl G. NICKOLS
Date: license No. 19839
~
SURVEYOR
SCHOELL '" MADSON, INC.
1 0580 Wayzata Boulevard
Minneapolis. Minnesota 55305
(952) 546-7601
DESCRIPllON
The North 230 feet of the West 190 feet of the South 904 feet
of that port of the Northwest Quarter of the Southeast Quarter
of Section 2. Township 116, Range 23, Carver County, Minnesota,
lying west of the Chanhassen and Excelsior Public Rood.
AND
Outlot A and that port of Lot 6, Block 1, Burlwood, Carver
County, Minnesota Iynlng soutwesterly of the followIng described
line: CommencIng at the westerly northwest comer of sold Lot
6; thence South 0 degrees 23 mInutes 15 seconds West, on
assumed bearing along the most westerly line of sold Lot 6 0
distance of 122.17 feet to the northwest corner of Outlot A and
the point of begInning; thence South 31 degrees 13 minutes 07
seconds East 57.10 feet to the westerly line of Golden Glow
Court and there terminating.
Outlot B, Burlwood, according to the recorded plot thereof.
ZONING - RSF - SINGLE FAMILY RESIDENTIAL
AREAS
TOTAL PLAT ~ 45,957.53 SQUARE FEET / 1.05 ACRES
LOT 1, BLOCK 1 ~ 24,401.85 SQUARE FEET / 0.56 ACRES
LOT 2. BLOCK 1 ~ 21,555.68 SQUARE FEET / 0.49 ACRES
NOTES
1. For the purpose of this survey, the west
line of the Northwest Quarter of the
Southeast Quarter, has on assumed bearing
of N01 -oO'23"E.
2. The field survey of this site was completed
on September 30, 2004.
3. The topography shown hereon Is per City
TopographIc Infannatlon os provided by the
CIty of Chanhassen on July 20, 2004.
N
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s
20 _~
~-
40
I
(scau: III rift )
6648 POWERS BOULEVARD
CHANHASSE~ M~ 55317
TREE LEGEND
Number following abbreviation denotes ..tlmated dlemeter
In Inchl three feet above ground Ie....... The second
number If any) denot.. the number of trunks at that
location 1 denotes a dead tree).
Number oI1owln9 shrubs denot.. It's dlameter In feeL
o Denot.. deciduous tree. 0 Denot.. shrub.
* Denotes coniferous tree. ~ Denot.. tree line.
A Denot.. Ash Example:
AV Denot.. Arbor Vitae OBE.8.2
BF Denot.. Balsam F1r
BA Denotee Basewood
BI Denotes Birch
BE Denotes Box Elder
BN Denot.. Butternut
BU Denotes Bush
CA Denotes Catalpa
CR Denotes Cedar
CH Denot.. Cherry
CN Denotes Cottonwood
DG Denot.. Dogwood
El Denotes Elm
FR Denotes Fruit
GN Denot.. Glngka
H Denates Hackberry
HC Denotes Horse Chestnut
HI Denotes Hickory
IR Denotes Ironwood
.AI Denates JunIper
KC Denotes Kentucky Coffee
U Denotes U1ac
LO Denotes Locust
M Denotes Maple
MP Denot.. Muga Pine
o Denat.. Oak
PI Denotes Pine
PO Denotes Poplar
RO Denotes Russian Olive
SI.l Denat.. Saver Maple
SP Denot.. Spruce
10 Denotes Tree Deciduous
~ g::~:: ~':u~vergreen CHANHASSEN PLANNING DEPT
WI Denot.. WIllow
CITY OF CHANHASSEN
RECEIVED
MAR 0 6 2006
VICINITY MAP
LAKE LUCY ROAD
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a CARVER BEACH ROAD
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SITE----EJ
WEI:::lI
ROBERT CHRISTENSEN
S.M.!. PROJECT NO. 63145-002
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TREE PROTECTION
FENCE (TYP.)
/
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WARNING
THE CONTRACTOR SHAlL CONTACT All PUBUC UTIUTIES
fOR LOCATIONS Of All UNDERGROUND WIRES, CABUES,
CONDUITS, PIPES, MANHOUES, VALVES, OR OTHER BURIED
STRUCTURES BEfORE DIGGING. HE SHAlL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER,
20 0 10 20
~~
40
I
(SCALE III FEET )
Revisions
Date: Descrivtion: By: Date: Descriotion: Br.
DeS'9ned By:
I hereby eertify that this plan .... prepared by me or Ullder
my dirtct luperrision and that ] am. a Uctoo.sed La.n.d5cape
Architect under the Ian ot the Stale of )finnesot&.
Drawn By:
[e-rin Teppen
Date: 2.20.2006
Checked By,
R.C. No.
26960
.SIGNIFIGANT TREE TABLE
TREE CAUPER PROTECT
SPECIES OR
NUMBER SIZE REMOVE
5015 MAPUE 12" PROTECT
5016 MAPLE 12" REMOVE
501S MAPLE 10" REMOVE
5019 MAPUE 12" PROTECT
5020 BOX ELDER 10" REMOVE
5022 ASH PROTECT
5023 ELM 10" PROTECT
5024 ELM 10" PROTECT
5029 BOX ELDER 10" PROTECT
5030 OAK 10" PROTECT
5031 BOX ELDER SO PROTECT
5032 ASH 12" PROTECT
5033 OAK So PROTECT
5034 ASH S" PROTECT
5035 BOX ELDER 10" REMOVE
5036 ASH 10" PROTECT
5037 ASH S" PROTECT
503S ASH 10" PROTECT
5039 ASH 10" PROTECT
5().4Q ASH 22" REMOVE
5042 ASH 14" PROTECT
5043 ASH S" PROTECT
5044 ASH 16" PROTECT
5045 ASH 2-10" PROTECT
5046 ASH 140 PROTECT
TREE CAUPER PROTECT TREE
SPECIES OR
NUMBER SIZE REMOVE NUMBER
5047 ELM S" PROTECT 506S
5049 ELM 6" PROTECT 5069
5050 ELM 16" PROTECT 5070
5051 ASH 10" PROTECT 5075
5052 ASH 12" PROTECT 5076
5053 ASH 10" PROTECT 5077
5054 BOX ELDER 14" PROTECT 507S
5055 ELM S" REMOVE 5079
5056 CHERRY S" REMOVE 50S0
5057 ASH 2-10" REMOVE 5081
5058 ASH 14" REMOVE 5082
5059 ASH 12" REMOVE 5083
5060 ASH REMOVE 5084
5061 ASH 18" REMOVE 5086
5062 BOX ELDER PROTECT 5087
5063 CHERRY PROTECT 5088
5064 BOX ELDER 8" PROTECT 5089
5065 ASH 2-8" PROTECT 5090
5066 ASH 8" PROTECT 5091
5067 ASH 10" REMOVE 5092
.TREE PRESERVATION NOTES_
1. BE10RE LNIJ CI..DRNG BEGINS. CONTRACTOR 5HOU.D t.ET wmi TIiE CON!U.TAHT ON SITE
TO REVIEW AlL WORK PROCEDURES. ACCESS ROUTES. STORAGE MUS NiD lREE Pfro"1'E:T1OH
.~.
2. lRE!: PR01ECnON FENCE SHAU. BE tIST.tU..ED PRIOR TO N<< CONSTRUCTlON ACTMTIES NolO
IS TO BE Pl..ACED CMJTSlDE OF TI-E ORP UHE OF AI...L SIGNIFlCANT TREES 10 BE SA.VED. FDtCE
TO ~ UNllL H..L SITE WORK IS COWPl..ErID. fDtCE 5HOU.D NET EIE WO'JED OR REl..OCAlED
wnHOUT \'ERBAl OR wmlEN COIrAlUNlCATlON wrT11 THE CONSULTN-rT. HEAVY DUTY SR.T FINeE
SHAU.. BE USED FOR lRf[ PROlECT1ON FENCE.
3. NO Fll SHOULD BE PI.ACm ~ST lHE lRI.JHK. ON TIE ROOT CROwN. OR wmtIi llE
DRIP ~E #REA OF Nff TREES THot.T ARE TO BE SAVED.
.... CARE NUST BE TAKEN TO PRE\UIT OW<<;E IN lHE SOIL CHEWlSTRV DUE TO CONCRETE
WASHOUT AND I..EN<JrGE OR SPI.l..AGE Of lOx)C WATERlAlS SUCH ~ PAINTS OR FUElS.
5. AU. CONSTRUC'llOH EQl.IFWENT. VEHICLE 11W'F1C AND STORAGE MEAS ..usr BE l.OCATm
OVT'SIDE OF' Nff lRfE PROTECT1ON MEA
s. PR\JNN(; OF OAK TREES MUST NOT TAKE PUreE fROU N'RL 1S 10 JULY 1.
7. F WOl..IiOlNG OF ON< TREES OCCUR. A NON-TOX)C WOJND ORE:SSJ.IG MUST BE APPUED
IAEDlATaY. (EXCAVATORS MUST ~'vE A NOH-TOlOC lREE WOUND DRESSING wmt lHEW 00
l>lVEl.Of'ljEHT SITIS.)
8. HEAVY-ouTY SLT FENCE StW.L BE STAKED AT THE ORIPlI€ OF EXrsTING TREES 10 BE
..vm.
II. NO BURNING PERWfTS W1l..L BE ISSl.E) FOR TREES TO BE ROICMD. TREES.t SHRUBS
MUST ErTHER BE RD<<MD fR()W SITE OR CHIPPED.
.ALLOWABLE TREE REMOVAL
10. II<< TREES ~ OR RE:Ml:MD NOT llSlm ON llIS lREE PRESfRVAllOO PI.AH UUST BE
RfJI\..ACED AT A RATE OF 2:1 D&AWETER INCHES.
SPECIES
CAUPER PROTECT TREE CAUPER PROTECT
OR SPECIES OR
SIZE REMOVE NUMBER SIZE REMOVE
12" PROTECT 6084 ELM 60 PROTECT
14" PROTECT 6085 ELM 6" PROTECT
8" PROTECT 6086 PROTECT
8" PROTECT 6087 ASH 2-6" REMOVE
10" PROTECT 6088 ELM 6" PROTECT
8" PROTECT 6089 ELM 6" PROTECT
10" PROTECT 6090 ASH 6" PROTECT
3-8" PROTECT 6091 ASH 6" PROTECT
10" PROTECT 6164 ELM 6" PROTECT
PROTECT 6165 ELM 6" PROTECT
8" PROTECT 6166 60 PROTECT
8" PROTECT 6180 ASH 6" PROTECT
10" PROTECT 6181 ASH 6" PROTECT
8" PROTECT 6185 BIRCH 6" PROTECT
8" PROTECT 6217 OAK 42" PROTECT
12" PROTECT
6" PROTECT
8" PROTECT
8" PROTECT
6" PROTECT
ASH
ASH
ASH
ASH
PINE
BIRCH
PINE
PINE
PINE
CEDAR
.TREE LEGEND
. TREE PROTECTION
Number following abbreviation denotes estimated diameter
in inches, three feet above ground level. The second
number (if any) denotes the number of trunks at that
location (1 denotes 0 dead tree).
Number following shrubs denotes it's diameter in feet.
o Denotes deciduous tree. -0 Denotes shrub.
* Denotes coniferous tree. ~ Denotes tree line.
Example:
o BE.8.2
PLAN
TREE DRIPUNE
FENCE OLTTSIDE
OF DRIPUNE
EXISTING TREES TO
REMAIN
TREE DRIPUNE
A Denotes Ash
AV Denotes Arbor Vitae
BF Denotes Balsam Fir
BA Denotes Basswood
BI Denotes Birch
BE Denotes Box Elder
BN Denotes Butternut
BU Denotes Bush
CA Denotes Catalpa
CR Denotes Cedar
CH Denotes Cherry
CN Denotes Cottonwood
DG Denotes Dogwood
EL Denotes Elm
FR Denotes Fruit
GN Denotes Gingko
H Denotes Hackberry
HC Denotes Horse Chestnut
HI Denotes Hickory
IR Denotes Ironwood
JU Denotes Juniper
KC Denotes Kentucky Caffee
U Denotes Uloc
LO Denotes Locust
M Denotes Maple
MP Denotes Mugo Pine
o Denotes Oak
PI Denotes Pine
PO Denotes Poplar
RO Denates Russian Olive
SM Denotes Silver Maple
SP Denotes Spruce
Tn Denotes Tree Deciduous
IT Denotes Tree Evergreen
WA Denotes Walnut
WI Denotes Willow
INSTAll. TREE PROTECTION FENCE PRIOR TO ANY CONSTRUCTION
ACTMTY. 00 NOT STORE ANY EQUIPMENT OR MATERIALS WITHIN THE
PROTECTED AREA. REMOVE THE FENCE ONLY AfTER CONSTRUCTION
OPERATIONS ARE CO~PLETED.
FENCE
~~o~~~
15050 23nl A""", North
PI)'nouI1, Minnesola 55447
T952-646-7601 F9S2~
554ll1id_NW,Sllilo100
E1<RIver,__55330
T763-24HI108 F 763-241-8351
www..ld1oellr11ldllon.rom
~
ROBERT CHRISTENSEN
6710 POWERS BLVDo
CHANHASSEN, MN 66317
962.474.6864
,
EXISTING TREE TO BE REMOVED. SEE
TREE PRESERVATION PlAN FOR
ADDITIONAl. INFORMATION
10' SIDE YARD
SETBACK FOR
BUILDABLE
AREA
EXISTING LOT LINE
PROPOSED
DRA NAGE AND
UTIUTY
EASEMENT
OELS
,,-,~ -0' . -r:::r---- - - - - - '"
I ~ -~,~ -8-'".:.2--_____ --,
I 60'x60' HOUSE PAD~' 'co 0 l I
W 'SEI4 OA'O 5
I LOT 1 :..........;.~. --'-'---'-'1 Po." 01"
I 19,662 SF j ~.,.. i I I
I 124,401.95 ACTUALI 0, ~ // i I 0 '
Om" M,. .. :,/ ~ " i
\::JA 8 .. p,;. ·
TOSO GTOSJ ?~. I
I 0," ~,;.,.)(.. "!d, .~.: j I
I :./ A ; '000,,,
cym 'ba.. . ,. i OdJ, , '"
I 0"
IL 0 T
EXISTING LOT LINE
PROPOSED
DRAINAGE AND
UTIUTY
EASEMENT
30' FRONT
YARD SETBACK
FOR BUILDABLE
AREA
30' REARm' .
YARD SETBACK
FOR BUILDABLE
AREA
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LOT AREA
CALCULATION
LINE (TYP.)
08A6
PROPOSED
DRANAGE AND
UTILITY
EASEMENT
0"
ISTING LOT LINE
ITUMIN.PJ,IS DRIVEWAY
Oe.lo ek.)A 6
0"
PROPERTY LINE
30' REAR
YARD SETBACK
FOR BUILDABLE
AREA
10' SIDE YARD
SETBACK FOR
BUILDABLE
AREA
N
w
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTlUT1ES
FOR LOCATIONS OF ALL UNDERGROUND WIRES. CABLES.
CONDUITS. PIPES. MANHOLES, VALVES. OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
q.:
Ir'I'."
....._~
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s
20 0 10 20
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.0
I
(SCAlE IN FE!:!' )
Revisions
D.te: Description: Bv: D.te: DescriDtion: Bv:
.PROJECT INFORMATION
TOTAL SITE AREA:
SITE S.F. - 45.957.66 S.F. / 1.05 ACRES
LOT 1:
TOTAL S.F. - 24,401.95 S.F.
PAVEt,jENT - 2.225 S.F.
BUILDING - 2,102 S.F.
GREENSPACE = 20074.95 S.F. = 82.3"-
HARD SURFACE COVERAGE - t,jAXIt,jUt,j OF 25"-
SETBACKS:
FRONT - 30 FEET
SIDE - 10 FECT
REAR = 30 FEET
ZQlli!::iQ;
EXISTlNG - RSF (SINGLE FAt,jILY RESIDENTlAL)
PROPOSED - RSF (SlNGUE FAMILY RESIDENTlAL)
.LEGEND
PROPOSED
EXISTING
----'I;"-=:'I
-1-
-::",f
v".
I I
I ( ~.:' .~ ';'.' ,: 'V ::1
~
6SL':i:;.;J
OJ~ "~~~ ':;;' ~;~
LQL2;
TOTAL S.F. -
PAVEMENT -
BUILDING -
GREENSPACE =
21.555.71 S.F.
2.891 S.F.
1.815S.F.
16.849.71 S.F. = 78.2"-
.GENERAL SITE WORK NOTES
. CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTlUT1ES
PRIOR TO BEGINNING ANY CONSTRUCTlON BY CAlliNG GOPHER STATlE
ONE-CALL (1-612-454--0002 METRO AREA. 1-800-252-1166 OUT
STATlE)
. VERIFY HORIZONTAL LOCATION AND ELEVATION WHERE A CONNECTION
TO EXISTING PAVEMENT. STRUCTURE. PIPE OR OTHER SITE FEATlURE
IS TO BE MADE. THE CONTRACTOR SHALL IMMEDIATELY NOTlFY THE
ENGINEER OF />NY DISCREPANCIES OR VARIATIONS FROM THE PlANS.
. REFERENCE TO MN/DOT SPECIFICATIONS SHALL MEAN DMSIONS
11 AND III OF THE 2000 WITH ALL SUPPLEMENTAL
SPECIFlCATlONS.
. ALWAYS VERIFY BENCHMARK ELEVATlONS BETWEEN TWO BENCHMARKS.
. TOPOGRAPHIC SURVEY BY SCHOELL & MADSON, INC.
. CONTRACTOR SHALL INSTALL. INSPECT. MAINTAIN AND REMOVE THE
NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL
DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD. INCLUDING
FIELD MANUAL FOR TEMPORARY TRAFfiC CONTROL ZONE LAYOUTS,
JANUARY 1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH
DIRECTION SHALL BE PROVIDED AT ALL TIMES.
CONTRACTOR SHALL VERIFY lITILlTY AND PROPERTY LINE LOCATIONS
PRIOR TO CONSTRUCTION.
. REFER TO GRADING AND UTILITY PLAN FOR EXISTING AND PROPOSED
GRADES AND UTILITY LOCATlONS/ RELOCATlONS.
. HOUSE PLANS WILL CHANGE. FINAL HOUSE LAYOUT AND TREE
PRESERVATlON PlAN WILL BE SUBMITTED AT TIME OF CONSTRUCTION
AND PERMIT APPLlCATlONS.
SOILS DATA LEGEND'
KB, UESTER-KILKENNY LOAMS. 2-6% SLOPES
KB2: UESTER-KILKENNY LOAMS, 2-6"- SlLOPES, ERODED
KC: UESTER-KILKENNY LOAMS, 2-6"- SLOPES
KC2: UESTER-KILKENNY LOAMS, 2-6"- SlLOPES. ERODED
KE2: LESTER-KILKENNY LOAMS. 2-6"- SLOPES, ERODED
r-~
~
~
1~3 ~ 51
SMI Project Number: 63145-002
LOT SIZE:
MINIMUt,j LOT SIZE - 15,000 SF
RIGHT-OF-WAY LINE
BOUNDARY LINE
PROPERTY LINE
SETBACK LINE
EASEMENT LINE
SANITARY SEWER/
MANHOLE
WA TlER MAIN
FIRE HYDRANT W/
AUX. VALVE
GATlE VALVE
CA TCH BASIN/STORM
SEWER/MANHOLE
j
BUILDING
Drown By:
ProjocI Namo/l.c><:allooo
CHRISTENSEN SUBDIVISION
8710 POWERS BLVD.
Designed By:
m~~02ad~
I h....by certil)' that uu. plan YU prepared by m. or under
my direct lupenmoD. U1.d that I am a UceDJed Professional
""~~pe ~~t under the Ins of the State of llinnesota.
.:~....t:::....::.... : .......... :.::,;.:;..~}~....;~., _.:;-
Itrin Teppen ..: ::
Date: 2.20.2006 R.C. No. 26960
Checked By
LOT LAYOUT PLAN
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BITlUMINOUS PAVEMENT
CONCRETlE PAVEMENT
REMOVALS
ROBERT CHRISTENSEN
6710 POWERS BLVD.
CHANHASSEN, MN S5317
962.474.6864
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- 000000000000- DENOTES EROSION CONTROL FENCE
DENOTES EXISTING CONTOUR
DENOTES PROPOSED CONTOUR
DENOTES PROPOSED CONTOUR (BY OTHERS)
DENOTES BOUNDARY UNE
DENOTES DRAlNAGE/UTIUTY EASEMENT
DENOTES EXISTING STORM SEWER
1.00%
<JOOOOOOOOOOOOO DENOn:S TREE - PROTECllON FENCE
(HEAVY DUTY SILT FENCE)
DENOTES PERCENT OF GRADE
I.. . .. y.:~B~1NG
THE CONTRACTOR SHAU.iCONTACT ALL PUBUC UTlUTlES
FOR LOCATIONS 'OF. AlPUNDERGROUND WIRES. CABLES.
CONDUITS. PIPES. MANl:lOl.ES, -VALVES. OR OTHER BURIED
STRUCTURES. BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE'THE ABOVE.WHEN DAMAGED DURING
CONSTRUCTION AT, NO COST TO OWNER.
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Revisions
Date: Description: Br. Date: Descrintion: By:
Schoell Madson
Planning Engineering Surveying
Designed By;
J h....bI millI that this plan lrU prepared bI me or under
my direct luperviBian and that I am. a Licensed Pro!essional
ED.rineer under the Ian of the State of Kinnesota.
Drown By:
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Brian Robideau
DIle: 2.20.2006
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Cheded By
Re,. No.
43382
DENorrs PROPOSED SPOT ELEVATION
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DENOTES EXISTING BITUMINOUS
DENOTES EXISTING CONCRETE
DENOTES HOUSE PAD WITH GARAGE
AND BASEMENT GRADE ELEVATIONS
.GRADING NOTES
1. COmRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN lWO WORKING
DAYS PRIOR TO EXCAVATlON/ CONSTRUCTION, FOR UTIUTY LOCATIONS. TWIN
CmES METRO AREA: 651-.5.-0002 OR TOLL-FREE: 1-800-252-1166.
2. COmRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF
EXISTING UTIUT1ES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SI1lE
GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT
ENGINEER OF ANY DISCREPANCIES OR VARIATIONS.
3. SUrrABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON
THE SITE WrTH EXCEPTION OF TOPSOIL. DEBRIS. ORGANIC MATERIAL AND
OTHER UNSTABLE MATERIAl.. STOCKPILE TOPSOIL AND GRANULAR FILL AT
lOCATIONS DIRECTED BY COmRACTOR.
.. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION
TO HELP OFFSET ANY STABIUTY PROBLEMS DUE TO WATER SEEPAGE OR
STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO
EXISTING PAVEMENT. THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO
AVOID UNDERMINING OF THE EXISTING PAVEMENT.
5. COmRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL
CONTROL.
6. COmRACTOR SHALL EXCAVATE DRAINAGE TRENCHES.
7. GRADES SHOWN ARE FINISHED GRADES. COmRACTOR SHALL ROUGH GRADE TO
SUBGRADE ELEVATION.
8. ALL EXCESS MATERIAL. BITUMINOUS SURFACING, CONCRETE I1lEMS. ANY
ABANDONED UTIUTY I1lEMS. AND OTHER UNSTABLE MATERIALS SHALL BECOME
THE PROPERTY OF THE COmRACTOR ANO SHALL BE DISPOSED OFF THE
CONSTRUCTION SI1lE.
9. COMPLETlON OF SI1lE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BElNG
GRADED TO 'PLAN SUBGRADE ELEVATION'. BUILDING PAD AREAS SHALL BE
DETERMINED BY REFERRING TO THE ARCHI1lECTURAL DRAWINGS. THE PARK:NG
LOT AND ORNEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SI1lE
PLAN AND PAVEMENT SECTION DETAILS FOR LOCATION AND UMITS OF
BrruMINOUS PAVEMENT SECTIONS.
10. REFER TO THE LOT LAYOUT PLAN FOR MOST CURRENT HORIZONTAL
DIMENSIONS.
11. THE lotlNIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 6 INCHES
IN 10 FIEr.
12. FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6"
BELOW FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM
OF 6" IN 1 D FEET BEYOND 10 FEET REFER TO PLAN GRADES.
13. COmRACTOR IS RESPONSIBLE FOR GRADING AND SLOPING THE nNISHED
GROUND SURFACE TO PROVIDE SMDOTH ole UNIFORM SLOPES. WHICH PROVIDE
POSmvE DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN LOWER
AREAS. CONTACT ARCHI1lECT IF FIELD ADJUSTMENTS TO GRADING PLANS ARE
REQUIRED.
.EROSION CONTROL NOTES
1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES
SHALL BE INSTALLED PRIOR TO CONSTRUCTION.
2. THE COmRACTOR SHALL GRADE SI1lE AND INSTALL UTIUT1ES.
3. THE COmRACTOR SHALL INSTALL EROSION CONTROL
MEASURES.
.. WITHIN lWO WEEKS OF SITE GRADING. ALL DISTURBED AREAS SHALL BE
STABIUZED WITH SEED. SOD OR ROCK BASE IN ACCORDANCE WITH CrrY
STANDARDS.
5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND
MAINTAINED IN ACCORDANCE WITH CrrY. AND WATERSHED DISTRICT
PERMITS
6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES.
INCLUDING THE REMOVAl OF ACCUMULATED SILT IN FRONT OF SILT
FENCES DURING THE DURATION OF THE CONSTRUCTION.
7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE RElotOVED BY
THE COmRACTOR.
8. REMOVE ALL EROSION CONTROL MEASURES AfTER VEGETATION IS
ESTABUSHED.
9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIIoAENT TRACKED
ONTO EXISTING STREETS AND PAVED AREAS.
10. IF BLOWING DUST BECOMES A NUISANCE. THE COmRACTOR SHALL
APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS
11. STREET ClEANING OF SOIL TRACKED ONTO PUBUC STREETS SHOULD INCLUDE DAILY
STREET SCRAPING AND STREET SWEEPING AS NEEDED.
.EROSION & SEDIMENT CONTROL MAINTENANCE
1. INSPECT SILT FENCES AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFAlL IMMEDIATELY REPAIR
FAILED OR FAlUNG FENCES.
2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECllVE BEFORE THE
BARRIER IS NO LONGER NECESSARY.
3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT.
4. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE
GRADED TO CONFORM WrTH THE EXISTING GRADE, PREPARED. AND SEEDED WrTH THE APPROPRIATE SEED MIX AS DIRECTED
BY THE OWNER.
ROBERT CHRISTENSEN
6710 POWERS BLVD.
CHANHASSEN, MN 55317
952.474.5864
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LOT GRADING, DRAINAGE, AND
EROSION CONTROL PLAN
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CHRISTENSEN SUBDIVISION
0710 POWERS BLVD.
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.CONSTRUCTION NOTES
DENOTES PROPOSED CONTOUR
DENOTES PROPOSED CONTOUR (BY OTHERS)
1. REFER TO LOT LAYOUT PlAN FOR OIMENSIONS.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHAll. FIELD VERIFY ALL
EXISTING UTIUTY LOCATIONS AND INVERTS. SHOWN OR NOT SHOWN. ANY
DISCREPANCY BETWEEN PlANS AND FIELD CONDmONS SHAll. BE
REPORTID T('I THE OWNER IMMEDIATIELY.
3. THE UTIUTY CONTRACTOR SHAll. VERIFY THE LOCATIONS AND ElEVATIONS
OF THE BUILOING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVlCE
CONNECTIONS.
398
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DENOTES BOUNDARY UNE
----------- DENOTES DRAlNAGE/unUTY EASEMENT
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4. ALL UTIUTY WORK SHAll. BE PERFORMED IN ACCORDANCE WITH THE CITY
OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
DENqTES PROPOSED SPOT ELEVATION
DENOTES EXISTING BrTUMINOUS
5. 6" WATERMAJN SHAll. BE CLASS 52 DIP CONFORMING TO THE
REOUIREMENTS OF ANSI/AWWA CL51/AZ1.51 AND Cl04/AZ1,4, F1TT1NGS
SHAll. BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA
Cl10/AZl.l0 OR ANSI/AWWA C153/AZ1.53, HYDRANTS SHAll. BE THE
PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL
COMPLYING WITH THE THE CITY OF CHANHASSEN. GATE VALVES SHAll. BE
SINGLE DISC TYPE WITH RESIUENT SEAT MEETING THE REQUIREMENTS OF
AWWA C509. ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS
SHAll. BE PROVIDED WITH CONCRm REACTION BACKING QR IAEGA LUG.
ALL WATERIAAJN SHALL BE INSTALUED WITH A MINIMUIA OF 7.5' COVER AND
IN ACCORDANCE WITH AWWA C600 AND CONDUCTMTY PROVISIONS
CONFORMING TO ANSI/AwwA Cll1/AZl.l1. BEFORE BEING PLACED IN
SERVlCE. THE COIAPlETED WATERIAAJN SHAll. BE DISINFECTED AND
RLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF
THE IAINNESOTA DEPARTMENT OF HEALTH. DOIAESTlC WATER SERVlCE SHALL
BE IN ACCORDANCE WITH THE CITY OF CHANHASSEN STANDARDS FOR
SINGLE FAlAILY DETACHED RESIDENTIAL DEVELOPMENT.
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(HEAVY DUTY SILT FlENCE)
1.007. DENQTES PERCENT OF GRADE
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WARNING
THE CONTIRACTOR SHALL CONTACT ALL PUBUC UTIunES
FOR LOCAllONS OF ALL UNDERGROUND WIRES, CABLES.
CONDUITS. PIPES, IAANHOLES. VALVlES, OR QTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
DENOTES EXISTING CONCREnE
DENOTES HOUSE PAD WITH GARAGE
AND 'BASEMENT GRADE ELEVATIONS
6. SANITARY SEWER SHAll. BE IN ACCORDANCE WlTH THE CITY OF
CHANHASSEN STANDARDS FOR SINGLE FAlAILY DETACHED RESIDENTIAL
DEVlELOPIAENT.
7. STORM SEWER SHAll. BE REINFORCED CONCRm PIPE OR APPROVED
EQUAL CATCH BASINS SHAll. BE PRECAST REINFORCED CONCRm.
CASTING SHAll. BE NEENAH R-3250 B WITH CURB BOX OR APPROVED
EOUAL IAANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED
CONCRm IN ACCORDANCE WITH ASTIA C478. CASTING SHAll. BE
NEENAH R-1733. MANHOLES SHALL HAVE A IAINIIAUIA OF 2 AND A
MAXIMUIA OF 4 ADJUSTlAENT RINGS.
8. UTIUTY TRENCHES SHALL BE COIAPACTED TO 95~ STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTIA 0698.78 OR AASHTO T-99) FROIA THE PIPE
ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND I OO~
STANDARD PROCTQR IN THE UPPER THREE FEET.
9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REOUIRES
INSPECTION BY THE CITY OF CHANHASSEN.
10, FIELD ADJUST ALL ClEANOUTS TO IAATCH FINAL GRADES.
11. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO
WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTIUTY
LOCATIONS. TWIN cmES IAETRO AREA: 651-4$4-0002 OR TOLL-FREE:
1-800-252-1166.
12, CONTRACTOR SHALL NOTIFY THE CITY OF CHANHASSEN 48 HOURS IN ADVANCE
OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS IAUST
OBSERVE ALL WORK COMPlETED IN THE RIGHT OF WAY INCLUDING
REMOVAL OF EXISTING BITUIAINOUS PAVEMENT. EXCAVATION OF TRENCHES.
PLACEMENT OF WATER M/>JN AND SANITARY SEWER, UTIUTY CONNECTIONS
TO EXISTING UNES, BACKFlWNG AND PLACEMENT OF BITUMINOUS
PAVEMENT.
13. CONTRACTOR SHALL INSTALL, INSPECT. MAJNTAIN AND REIAOVE THE
NECESSARY SIGNAGE FOR lANE CLOSURES. ALL TRAmC CONTROL
DEVICES AND SIGNING SHAll. CONFORIA TO THE IAMUTCD. INCLUDING FIELD
MANUAL FOR TE!APORARY TRAmC CONTROL ZONE LAYOUTS. LATEST EDmON
WITH SUPPlEMENTS. ONE ElEVEN FOOT IAINIIAUM WlDTH lANE IN EACH
DIRECTION 5HALL BE PROVIDED AT ALL TIMES.
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14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE
WITH IAn/DOT SPECIFICATIONS.
15. CONTRACTOR WILL BE RESPONSIBLE FOR QBT/>JNING THE APPROPRIATE
SEWER, WATER AND PLUMBING PERMITS FROIA THE CITY'S BUILDING
DEPARTlAENT.
16. GENERAL CONTRACTOR 5HAll. COORDINATE WORK WITH ALL UTIUTY
COMPANIES.
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Desi9ned By:
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Projocl Nomeil.oc:elIa>
CHRISTENSEN SUBDIVISION
8710 POWERS BLVD.
Revisions
D.te: Descrintion: By: D.te: Description: By:
~ ~o~L.~.a~
I hereby certiIy tlLtt thh plan .... prepared by me or under
m1 direct lupenision and that I am a Ucensed ProlessioIlll
EnpI>eer und~r..,the 1m ot the StAte ot lfinnesota.
o.-own By:
:""'~
Brian Robideau
D.te: 2.20,2006
Ch"ked By
Rei. No.
43362
15050 23nl Avo..... _
PIjmou1h, IAinneaola 55<47
T952-646-7601 F 952-646-9066
554 ThInl S1nIot NW, SUi1ll100
E~ RIYOr, __ 56330
T 783-241-l1108 F 763-241-6351
Wft.schoeIlnwdIon.aJfT'l
ROBERT CHRISTENSEN
6710 POWERS BLVD.
CHANHASSEN, MN 66317
962.474.6864
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