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CAS-16_FAIRVIEW CHANHASSEN MEDICAL CENTER (WITHDRAWN) FILE 1 OF 2F
MEDIC
AL SPECI
POWERS BLVD
ALTY CENTRE
CHANHASSEN, MINNESOTA
CITY SUBMITTAL SET
VICINITY MAI'
EXCELSIOR O
Io1
4�)4
O
41 312
SITE
PIONEER TRAILLOCATION '°'
zl2
MrNNESOTA RIVER
E11
CHASKA S) •PEE
NORTH
SHEET INDEX o
wo
= ISSUED SHEET
= SHEET ISSUED FORREFERENCE ONLY
= PREVIOUS PACKAGE
GENERAL
k
M
M
��
Al
TITLE SHEET / MAP / DIRECTORY / SHEET INDEX
CIVIL/LANDSCAPE
CI
EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY
0
C2
PRELIMINARY PLAT
0
C3
PHASE TWO CIVIL SITE PLAN
0
C4
PHASE TWO GRADING, DRAINAGE, PAVING AND
EROSION CONTROL PLAN
0
C5
PHASE TWO UTILITY PLAN
0
C6
PHASE ONE CIVIL SKETCH PLAN
0
LI
PHASE 2 LANDSCAPE PLAN
SLI
PHOTOMETRIC PLAN
ARCHITECTURAL
A2
OVERALL PHASE ONE AND PHASE TWO SITE PLAN
A3
ENLARGED SITE PLAN - PHASE ONE
A4
BUILDING ELEVATIONS - PHASE ONE
A5
BUILDING ELEVATIONS - PHASE TWO
A6
PARKING GARAGE EXTERIOR ELEVATIONS - PHASE TWO
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX(651)642-1101
,M
.................... .......
UNITED PROPERTIES
City Submittal
Set
07-03-08
CITY OF CHANHASSEN
RECEIVED
JUL 0 3 2008
CHANHASSEN PANNING 0VT
TITLE SHEET
MAP, DIRECTORY
SHEET INDEX
ss
Cit Submittal Se _1 07-03-08
I hereby certify that this plan,specification,or
report was prepared by me or under my direct
supervision and that 1 am a duly Licensed
Architect under the laws of the State of Minnesota.
Date 07/03/08, Lic. No. 13041
Commission No. 75372-07230
Drawn by AW
Checked by DM
SHEET
A I
...........
© 2008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
i
TREE
iWE TOA
am
VFC
ME
6573 24" Bur Oak 8664 z3 21,
-
.�,• `\ , \•'"•\ \`',.}tf { � L- �` Bur Oak : PS.H4' DIA Run Oak
`S \ \ `' \ `f, 't ,\ 'y t 8574 26" Bur Oak 8665 18" Bur Oak 8757 19 Bur Oak
,� • k',. \. `\,� '\ '\ `� i ,, $$$ \\ `,t {. 8575 28" But Oak 8666 26" Bur Oak 8758 20 Bur Oak _
�"\ ;\ , , ,. ` \ \' `• `+,. { y i ':t ! +tE t\ f !v t•.....4 y\ ''" - 8576 21 Bur 0.k 8667 30' Ironwood 8759 24 Fu oak
` \hy ,` `A\,, r •1` t +i l \•? 8577 12
* ti �,\ '.'..,. \ t * ..r„X,a f i .� •' RSDS 2A Bur Oak 8669 it' Sugar Maple 8761 31'
\ \• +,+.� i t ,.. ``,,\ \� '•\ '\... „ i 1 ) %` qt''�•,__..' ..8579 '2F' Bur Oak 8670 ll' Eastern Red Cni 8762 10 Streak
`* '.,, `^ \ •, '`�"t�4•' I, \ ,.,.., \ ,, 'y\f , ,,,,\ b„ ! •t (` {,, t k 8578 15 � Bur Oak 8668 29' Bur 0
ak 8)6Q 24 NtrOak
\'" \ ��\y\\, A", '`r `", ` •,• Aay .•s -r\ { '+q {'st V 8s81 25" Bur Oak 86]2 16' Eastern Red Cedar 8764 12,Eastern Red Cedar
'c, +V -: 'tV \• A^:,,'V ",.� '`,.. i,"""` f S / t I } ` t 8582 7' Earterr Red Cedar 8673: 31x Ironw Bur Oak
f \ \ •`` + , r ,,$ j '\ f 8671 I'llAmeerrnR Elm 8]63 26
80
\ ✓. „,,,,„,.. ,t ; � `;, 1 , lt\ 8583 20' °Od 8765 10 East rn RM Cedar
`,' e`,� Red Oak
" '•\''' `�•,`. . _.. ,.'\}• \ 8585 21' Bur Oak 86]4 20' Bu Oak BJ66 ]fl Red Oak
a ,. +
,_..,E
Bu Oak 86]s 30X Hackberry BJLJ 11 Amer to t Elm
} ''. •.,•.� '''.. `` ` _.. • ` 8586 J".. Bur 8676 11.SlipperyrMElm 8]68 ]0 Bd Oak _. _....
Bur Oak a 8770 26' B.rz Oak
�•,"'� �"� � I I I � �' Eastern Bed Cdar 0.677 30 Sri Maple 0.]69 31
,.. .:. ..` ,,,.., ..^.,.. ... ._ _.. 8170. 10 American can Elm Bur Oak
.. r.. `\.. 8587 15
,. 8588 8 Eastern Red Cedar _..
American Elm
'.•. ;'' :' ,'..� 11 ,/ Iq Sy ; ♦y 1 _ Bed Oak
•... "'.. ,.. _.. : ✓ ,F' �• ` \i �? z, ', ` A118(1. 25 8]71 10"
f8589
v �,, a681 161 SI'PPery Elm e]]3 Ll" 8772 Her rV
. f ,... .. .`' I `t } 859U J Bur Oak astern Red Cedar
,...,........ ,.,.....,. i _ 8682 21X A 88175 31' 7]4 13' Bur Oak __._......
1 Bur Oak
_.`,..} 8591 11' Bur Oak 8684 108683 % Red Norway Line 8776 24' Bur Oak _.....
/' 8592
Slq3
"` •... '.+ .' • ! '.' f: \ '`'_\ .,. __ --"°•, '....• .. "r 3594 23" .Bur Oak BfiaS 10 '.Cottonwood _...
,...�....._.......... ,..,..,.. •....,�"".«._:�,r.,.,r• �..., r tt•"\ \ tl59`� 23« .our Onk 6686' 10 Green and White Ash '. 8760 31 _. Bur Oak _
y .. I _.. na,i m
pj$ 3 --'^, r ���'/ � 868]' 12 Hankberry
8781 � ..,. ,} ._.. '. 4. ..., ...,....:.. ..�.. ........ ......._..,.... .:. X � � _ A..96 35 Bur Oak _.. LO" SM1. IL..
8782
763 i 760"`",,, -,..;......, ,�._.,• \� 8597 zo^_.. _.... a7s3 12, Eastern Bed Cedar
1, :+t `„e'^"'","`w°4 .. ._ :.. J,_ \e.. 8-99 13'' Bur
Oak 8689 111.0Bur Oak 8]84 14i• Siberian Elm
761 s\s_. .. ..,'.,,r„"w., 8600 17.1Bur Oak 8690 2 _. _... __.. Ea er Retl Cdar _.
'`. ,. ..._".^.,, M.r ... :. 18 Bur Oak 8691 25 Bur Oak 8785 17 Eastern Red Cedar
'n.. \` .. lir a _..
\..�
9 ,y 8602 IS Bur kn Llm 8693 B9' Bur Oak 8787 10 Eastern Red Cedar
wJ, n .r*"" _ 8]88 1]" Eastern Red Cedar
_..
Eastern Red Cedar
8694 ]0" American Elm
8Dl - �b 7.,...:
43
74.
.,.,,.. 786 � `:.
] `. _ 842
.. .. 1D
\ 91
..,,.....� i ,\ 806, �9 4•...,
n 1
Or
@ i
\y '• ,II \,.....t i Sii 7 t 8D5
737,...., ,. ,..... .,9f .�_. _.. But _. r
ern Red Cedar 8695 32" Red
r ! f } € •.............. ^, 6 ,. 8605 ]; asttern Red Cedar 8696..... 21 WhiteWalnut
8789 14 Eastern Red Ceda........
i 8604 7
914 ._... ",..g 9ur oak
.,,..,,,,._., ...., '',\ �'A• 8609 : z0.' Bur oak an97 tz open _.....
„ ,.�
.. 8610 10" fasteur n Red Cedar 8699 ill.As Pe8698 n 6]92 14 Siberian an Elm
: a ear
.. ..:......w^""" ..,....�,,. ,...,. ......... .. .... 9 ,.,�„•r.t \ 8794 Eastern Rod Cei
8793 1111.
4 8795 " Eastern R d Cedar
h t \1 t Red Cedar
*734 \ .:... _.._.... t2U gl 9 Cedar
4.
T6 i
Eastern Red Cd
r � 759 ,,. . ,,:, w._ ............... 91 lir
r 910 _ 2 685 ``'...
9D8
8701 12' As
..._._....._..,._,_..g \ t r a
e ,,r' 8612 10 Eastern g]02 26 B p0 k 8796 12 Eastern Red Cdar
..r' 706 ...... 7 r .. _. � DIS.... ...,,. .. -... ......... ..,,...,, "., ...... � �" \ 8614 19' .Bur Oa kR� 6703 19 Bur Oak
s f101.Eastern Red Cedar
.._. .. _... .... ..,....g ,..,.. ...... -'...„ ,.. 684., \,..... �A., 8798 10^ Eastern Red Cedar
1 735 04
7 7.09
__.._. 9 : \., ,,, Eastern ear
..__. _ ,._. ....:,,.. �..... ..... ..... .. ,. _._. ,. Bur OR
rn Red Cedar A)04 1]
t
8615
8 fa f
t 8]99 10"
Slippery Elm
S .. ,.... •.. . .., .,. .9 22 Bur Oak
PP Y
902 7 71 Po �� \9 9 \ \. l 8616 2 Eastrn Red Cedar 870s
t 5 ' 4¢1723 24 toy �s.M1 \ 86ll 3 RdC ar 8706 Ss ea00 Basswood
1 Rd Oak
7073-2-"' - - 713 �'•. _
._...... _.. �y� .. ,, '", all '�. 8801 ill, Hackberry
708 7os"'^ s 8618 12" Eastern Ree Cedar 8]0]. 24 :Bur Oak
7 3_ ;' 1 9 �{X,� 9 91 86 6113 �.. 8619 10 as[rn Rea eeaar a]oe n American Elm 8802 14 na,amna
3 g3 3 898..... 02 .. --9 6 08 91 ,\
t, ', \ 8620 12" Eastern Red Cedar 6709 10 :Sugar Maple Rasswootl
•.. ..... _. _............ ', \, ♦. 8803 34
742.... _ .......894 _. ..., ...,._....�`eY'70gP .Z05.._. 8'2' 6,$2. `....., k asoa 1z American Elm
_. .... _. ... 714... .__.. _. .. 6.. i ...8621 121 Bur Oak 8]10: 14 Croon and Whlte Ash __...
�,` 689.. l
(b
__. ,. -. 677 .. Amer can Elm
., .. - _. � _.. 896 ,. ..... ��' q�}703 � ...._ , _...
'21'� � 4 ..9 9 �♦ 6 6622 18" HJII' 9 Eastern Red Cedar 8806 2]
11 -
.... _.,:,,, ...., 89 ,. � ,.,,,, ,., Lpp 1 '� Bur oak _...
. _. _. 2 y fi"Q` 641...'9% '',. " .t '\ ^'j Bur oak 8]12 1J" Eastern Red Cedar 8806 20%" Ironwooe
- :.,\ \ y t 8623 120" 880] 34 0u Oak
s s7s \.
. s
...,..,,,.. . 74� .... ,.„._., __. 65'1 ., r
._,,, f(A ., �1'(Ip � \ 8624 14" 9ur Oak 87I3 % Estert Red Cedar
_.. _...,._ . _.,.. _...._� _. _..... .. ......,...I,...., ,: "^rt�5°Qr5 ..per+ %`\,..,.. 8625 14" Bur Onk.. 8]14 12 bonwaod 8808 2a' But oak
4 '.............._...,. 7988890 .....94 9 \� '.¢3673'\.\. l',.
':.*74fl'•.. .746 - ' ,......_...._. �y,, _..
:. _._ 730 88 .....866 ...._8 \88.. �,,9.., 674 ',,�\.�..,,.., 9 '',} s s6v 1s" 8626 Hur oak OR a ens 44X Bur oak &u oak
_.... ..
.P715
747 ...:... \.
_,..,� .,, :. 3.7,22 ...._...__. _.... '� ot,
,.,, _......._„� ...... ..... ',:,,. ' 673,..\:,,... ,...,�`�,. k58 f,:.w. a6ze 19" Bur oak aro _zs Bur oak eRl� to aur OR
718- "' \ aslz 2a� Eastern Rea eeaar
.f 729 .. 716 9� \\ 9 -\ +7$(/�s ..:.....926....... Ung. 33 : Sugar Maple ear oak
?� < r<ry� „_ "y 8629 32" Nur Oak
�2........... .. A,., ...,, 1,,. 5��(7�[�D \�(/�pZ, \ A �\ O �{/., 8632 23" 80.0 23" Bug Oa Maple 8813 3]„
'`� •.yr .. ...n. 7 ::„n k `... 'IY '1�Oi O �y� �.. AGJt5 6•,5 8633 29 Bur Oak American Elm.
1 ' ` 694..,,,., �9G 96 662 '661 `. 6 6 8814 6x American em
v,,:o..,.. \
2 70 698 \ �\ 7Q \ 5 8634 27 Bar Oak 8]21 39" Bur Oak 8815 23 Bur Oak
I 0� A816 29" Bur Oak _..
�I/ B 8 9 ` \, q ` 8635 11 Iry woad 8722 133' Bur Oak
1.,,,8%B 8 69.7 R'.,,,, 694 `"... lO::' 664 9 c,a Bur Oak....... 8]23 26 Bur Oak 881] 29" Bur Oak
67Q ',. P� .9� "653 t x636 n
87(. 693`... '.. 't 671 %/j' - ",.6639 8618 21 Bur oak _8b37 17' Bur Oak _. coberry
W •'': Ep _.. " ., D �5 .. .8639 22" Bur Oak 8
728 29% Bur OakRd Cedar 8819 10".. Hark
I w -� v ': O `•, 669 m 8640 I11" flock Rea Elm 8]29 28 Bur Oak 8821 10 B r,,a
{ .. ,.. ." _. _.720i •.,88 _ , .... Eastern 0.ed Cedar _.... 8820 D" Amer tan llm
_ . _ 6$ a
.. g99 *-al�_ 8641 8823 10, 8822 31, H O k
:..... , �16Y4i 489 Bu Oak _. 8]30 8 ascwoo
64$695
^� 7�[!a, ✓ 8642 20' &r0ak _. 8]31 21 BU Oak 8824 10 B"rShiner, EI
/jX M„...., 1 \ �,,. 665 '" 6' �49 8643 20" Bur Oak 8]32 I'll'Bur Oak 8825 10 0 c d
J "'r �. y�y 8]33 Bur Oak Basswood
' ' N QJ '',` 6 ', 9f 8644 14 Bsr Oak 8826 11
96 25 Ra Oak 8]34'. 11.1:Sugar Maple Basswooe
.>i�,uc4z ��(�,p`� a645 8827 34 __. Bur Oak
'1�%Y a '`d 4 8646 it _ Eastern Red Cedar.... 8]35 29 Bur Oak --
t ^ b ° 6'33 ..,. ,...\ ^�Q50'!%36`i6s ...864] 11.1Ree Oak 8736 22 Bur Oak 8829 14'...._ onwood
Cb 's tS 66� (A 'IY`" i8828 14' nnwoca
{ t - _
( ti m
CA ? Co OD n ? CO ........_. , , quo,; L 635 38 - r rn a ar$832 11
> i W W W ? n 0' s0 j� 634. ,... 6 9N ..8650 :14" Bu Oak 9]39... 19 BurOR
k0.edC Cedar .0833 10'..... Ape
!p n m O Bur Oak Aspen
,+ q f q , r. Bur Oak. _.. Aspen _.
8651 SJ41, 24 Bar Oak 8834 30
+ , ` ` , is a..,'' �t44s 1$20 AmencanElm _..
4$636.., ,'., 6 41
%
%
r a 8836 11.1s ern a Cetlar
'• `. 8CO 896. 904 8653 126" Bur Oak 8742 I'llBur Oak 883] 10' Eastern Red Cedar
88D f 8 9�q �( 8654 26" Bur Oak 8]43 Yg" our Oak 8835 14
' �"' 8655 42X Red Oak 8744' 26 Sugar Ma Ple 8838 18 Eat Rod
-,� � Red Oak
@ 4Y..,6 - _... % Basswood
CO j ! # ( f 4z 8� n 943...... 614 617 1 O� 8656 :SRX" '9aszwood S7d, 10 froern Rd Cedar 8839 8840 . Slippery Elm... _......
592 \. '603'..
{ r \ 4$51 bis st5_. 8 ..;�
CO N 8657 30 Red Oak 8746 10 : Eastern Red Cedar
9 886 '� 8658 13" American Elm 87471 'll Easier, Rd Cedar
O,k
•? { Ha 8841 33'.. Bu:
{ - - 894 C) O 8842 Bur Oak
f a 6 8659 10" 8748 ll liner, Rd Cdar
CO 1 ? J�9 ' 586..,, __ _. 'iZ'- _ _ _ ..88843 17
844 14 euroak. _.
ID 8 , 8 8660 13%" American Elm 8]49 34 Bur Oak
f , 6D2 ..' �yy�,,� - - Eastern Red Cedar
�. _c7A..... , .,.,... ,, a _.. 8>n 3(/., ..._ .T�IsRaro '3LG,e 11. _."KRi{i. O _...
Deer in" 'Bal n.,x 8750 26" Bur Oak
`o �, -�, I h` l n -1 I sro {� 1rM� \ `.
-\ I L _/ -� �� \
t` `. T �)I/`I IT UI V'V/ 1VM r\,
7�� I
----
-----_-� RIM= ____.�.. - _...�._
C -
-�=sro ..,.\ 1rM .__ y\i-l\
,
...,, °\�
RIM=877
EX. 16"x 16" CROSS
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sro
sro s:
s sro4-sro
WAT
war war
.,
` t
_
w� r
WAr WAT-
.......
\ _
_ .
_ ....
REI�.UCER '
..
::
...
EX . ...
SDIP.
.........,
,
... .... ...................
- -- ----
- PTC
- -
`
General Notes
LBGBND
0
BUSH/SHRUB
3,.E`
STREET LIGHT
-GAS-
GAS LINE
Existing utility information provided by MNDot drawings doted 2/14/06
r
CONIFEROUS TREE
--
GUY WIRE
-Po) -
POWER OVERHEAD
DECIDUOUS TREE
10,
POWER POLE
PUG-
POWER UNDERGROUND
AL
WETLAND
0
ELECTRIC BOX
-sAN-
SANITARY SEWER
}
0
STEEL/WOOD POST
ELECTRIC METER
-sro-
STORM SEWER
SIGN-TRAFFIC/OTHER
ELECTRIC MANHOLE
-roN-
TELEPHONE OVERHEAD
SIGN-TRAFFIC/OTHER
®
ELECTRIC TOWER
-CTV-
CABLE TV
i
MAIL BOX
Qs
SANITARY MANHOLE
-rue-
TELEPHONE UNDERGROUND
HANDICAPPED STALL
co
SEWER CLEANOUT
0
SOIL BORING
G
PERC TEST
®
BEEHIVE CATCH BASIN
QQ
WATER MANHOLE
S
uw
MONITORING WELL
®
CATCH BASIN
WELL
©
CABLE TV BOX
®
FLARED END SEC710N
❑s
CURB STOP BOX
CURB & GUTTER
BITUMINOUS SURFACE
-war-
WA7ERMAIN
GUARDRAIL
-v-
ACCESS CONTROL
CONCRETE SURFACE
9
GAS METER-
DECIDUOUS 7REE LINE
GRAVEL SURFACE
I><
GATE VALVE
x-
FENCE LINE
Q
STORM MANHOLE
HYDRANT
-°-
RESTRICTED ACCESS
Q
TELEPHONE BOX
WATER METER
o Denotes Iron Monument Set
Or
50' 100' 150'
Q
TELEPHONE MANHOLE
HH
HAND HOLE
• Denotes Iron Monument Found
®
TRAFFIC CONTROL BOX
#
TRAFFIC LIGHT
NOT
FOR CONSTRUCTION
Denotes
Cast Iron Monument Found
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
R P R R
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
I herby a dfy that " pion nee I I I by mo ar noder my
" - wparvidon and &a I r ■ ddy H®end LAND SURVEYOR
tinder the lam of the Sfde of lllmaMe.
1!1lrrk IL 9do
Dam 07/03/08 t,imm No. 43933
W
VAutwood PraftWorul Suvll Inc.
7699 Magri Ddn
Eden Pahl MN 55344
PHONE 952-9373150
FAX 952-9373972
TOLL FREE 129&9373150
Wastwo0d tB WW.tB eetNgedp1ge111
Issues and Re6ons:
EXISTING
CONDITIONS &
TOPOGRAPHIC
SURVEY
Commission No. 75372-07230
Ne by -
Chd d by -
SHEET
C I
20061094.01EXPol.dwg
a�
ry
O
(0111 a0 P) z A
312
Nom'
SOUTH QUARTER CORNER
SEC. 23, TWP. 116., RGE. 23 429.54 �$
of
056 5
509 A6
/- .
ti
��,2L i
r1A/�) J
�V
SOUTH LINE OF SEC. 23,
TWP. 116, RGE. 23
S89 °58'27"W 2195.14
------ "E 4 o J / NORTH LINE OF OUTLOT A,
.on°50 49 1 M BUTTERNUT RIDGE ADDITION
OUTLOT
4,598,463 sf
105.57 ac
I o
O
0
I ma
I �
� to
NORTH LINE OF THE N 1/2
OF THE NE 1/4 OF SEC. 26,
TWP. 116, RGE. 23
A N87°33'46 "W
., ___ N81°5526"W
-146.58
298.24
S01 °25'57"E ,
139.74
00
�o
m
v I 101,661 sf T
2.33 ac i n �' 1
N
SOUTH LINE OF OUTLOT A,
BUTTERNUT RIDGE ADDITION
270.7
SOUTHWEST CORE ER OF \i -
I \ S89035'131E 2694.16 I
OUTLOT A, BUTT�RNUT' N I I I
RIDGE A DITION'
s, c
I j 60
QI
I
- -
I
X
•
0' 150' 300' 450'
NOT FOR CONSTRUCTION
Legal Description
That part of Outlot A, BUTTERNUT RIDGE ADIRON, according to the recorded plat thereof, Carver County,
Minnesota, including that portion lying within Minnesota Department of Transportation Right -of -Way Plat
No. 10-20 according to the recorded plot thereof except that portion lying westerly and northwesterly of
the following described line;
Commencing at the southwest corner of said Outlot A; thence South 89 degrees 35 minutes 13
seconds East assumed bearing along the south line of said Outlot A a distance of 21.03 feet to the
point of beginning of the line to be described, • thence northerly a distance of 1207.52 feet along a
non-tangential curve concave to the west having a radius of 4707.15 feet and a central angle of 14
degrees 41 minutes 53 seconds having a chord bearing of North 06 degrees 19 minutes 22 seconds
West; thence North 80 degrees 50 minutes 49 seconds East not tangent to the previous described
curve a distance of 434.58 feet; thence North 63 degrees 40 minutes 20 seconds East a distance
of 59.49 feet to the north line of said Outlot A and there terminating.
AND
That part of Section 23, Township 116, Range 23, Carver County, Minnesota described as follows;
Commencing at the South Quarter Corner of said Section 23; thence North 89 degrees 58 minutes
27 seconds East assumed bearing along the south line of said Section 23 a distance of 429.54 feet
to the point of beginning of the property to be described; thence North 63 degrees 40 minutes 20
seconds East a distance of 78.18 feet; thence South 09 degrees 56 minutes 33 seconds East a
distance of 35.76 feet to the south line of said Section 23, said south line also being the north line
of said Outlot A, BUTTERNUT RIDGE ADDITION and there terminating.
^, o
0
110,369 sf
2.53 ac
S89053'001EI 514.19
c2008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-116'
I
I
I I I I
I i
( I I I
C.B. = S10011'54"E
d = 17039'32"
50 33+---;' L= 195.97
Il R= 635.83
A = 37°59'27"
L= 237.58
R= 358.31 -I
y�
\ � 1 96 3 4V
4 _
p �. X069
9051'32"
I
----- L= 216.52 \
-- R= 1258.30 \ \
\ T -o _v \
SS 10 \
�03
V1�' \rJ / -A,
F \ r)
I `rs L= 120.22 /
R= 467.00
l S39 °50'21 "E /
16.32 /
A _ 52°
SURVEY LINE OF - �3y v3"
I EXISTING POND 1 /\ ,� R= 196.21
I I R= 192.00
I /
044'39"W
44
\ i ` N89°34'34 "E / \
150.00 I \
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642.9200
FAX (651) 642-1101
' 1 P R 0 G E RT I Ev
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
v I N89034'34"E 479.23 I \ \
3 aW 3 / /
419.47 \ t O1 °1 / I \
N84°00'50"E , r' * 1
O �F
jl� I �N eN Oo I I
CID
N op O N O
300100 / / 1 hmby � wt this pLn .... �.Fe.a h m. nnae m1
N °34'34 "E 63,3 0 N89 °3¢'34 "E I / // \ \ / , ` mperv,d® „,a that , = a d* n�a LAM SURVEYOR
II I I / y „nae the I&" of the 9mm of ,ems
„, ,• I I I I I I I /
N ' '
Mark R Salo
Daft 07/03/08 Ll� No. 43933O
96TH STREET
i /
/ . 1A1%sl Anag MPm Ort alSaWan, Inc
N 55344
PHONE 952-3-5750
FAX 952N5622
FARE
westwooa �,. Wpsmn so
I i
z- I I ILLJI I I I I
r n l I w\� I i -\/ II
Issues ofd Rei ffi:
V)NC)w
w�
I I I I I I I I\ \
Development Summary
Total Site: 119.44 acres
Lot 1, Block 1: 10.23 acres
Outiot A: 105.57 acres
Outlot B: 2.33 acres
PROPOSED RIGHT OF WAY DEDICATION
Road: 1.31 acres
Building Setbacks: See Site Plan
Parking Setbacks: See Site Plan
Lot dimensions are rounded to the nearest one hundreth of a foot and areas are
rounded to the nearest 0.01 acre.
Drainage and Utility Easements will be provided as required, typically easements will
include 10 feet adjacent to public right of ways and ponding areas.
Existing Zoning:
Agricultural Estate District
A
0
BUSH/SHRUB
STREET LIGHT
-GAS-
GAS LINE
CONIFEROUS TREE
,-.
GUY WIRE
-PoH--
POWER OVERHEAD
DECIDUOUS TREE
r0J
POWER POLE
-PuG-
POWER UNDERGROUND
_dL
WETLAND
❑E
ELECTRIC BOX
-sAN-
SANITARY SEWER
0
S7EEL/WOOD POST
ELECTRIC METER
-sro-
STORM SEWER
-�
SIGN-TRAFFIC/OTHER
ELECTRIC MANHOLE
-ToH-
TELEPHONE OVERHEAD
SIGN-TRAFFIC/OTHER
®
ELECTRIC TOWER
-crv-
CABLE TV
H -AL
MAIL BOX
®s
SANITARY MANHOLE
-TUG-
TELEPHONE UNDERGROUND
L"
HANDICAPPED STALL
co
SEWER CLEANOUT
0
SOIL BORING
G
PERC TEST
®
BEEHIVE CATCH BASIN
WATER MANHOLE
Hw
MONITORING WELL
®
CATCH BASIN
Ow
WELL
®
CABLE TV BOX
®
FLARED END SEC77ON
❑s
CURB STOP BOX
CURB & GUTTER
BITUMINOUS SURFACE
- wAr-
WA7ERMAIN
-v-
ACCESS CONTROL
GUARDRAIL
CONCRETE SURFACE
9
GAS METER
DECIDUOUS TREE LINE
r::.•
GRAVE! SURFACE
C>a
GATE VALVE
-x
FENCE LINE
LTJ
s*
STORM MANHOLE
HYDRANT
-4
RESTRICTED ACCESS
T❑
TELEPHONE BOX
w
WATER METER
o Denotes Iron Monument Set
QQ
TELEPHONE MANHOLE
HH
HAND HOLE
• Denotes Iron Monument Found
®
TRAFFIC CONTROL BOX
-#-
TRAFFIC LIGHT
Qi Denotes
Cost /ran Monument Found
PRELIMINARY
PLAT
Commission No. 75372-07230
bw by -
n.r.-.i L. -
SHEET
C 2
20061094.01PPP01.dwg
NOTE:
PUBLIC 10' WIDE BITUMINOUS TRAIL
TO BE CONSTRUCTED W/SITE --\
OUTLOT A
BUILDING SETBACK LINE
n PARKING SETBACK LINE
0
- - I
RETAINING WALL
- - L - AT -GRADE
\ -1 DELIVERY
ACCESS
\11
II PHAS TWO PIARKI G GARAGE
I 1 1 3 LEV LS , I
1I G ADE
I I II I 211 TR CTUREO II 1 II (TYP•)
I 1 480 \PARKING TALLS I I
11 1 1 LE YELI PR00 1 1 1
1 4P0
+161
I 1 11 0\gTAL S}ALL I 1
'i FFE 896 0 1111
�-,_J
10.0'
12.0'
t
33.8'
0
PHASE TWO BUILDING
120ft x 200ft
24,000 sf/flr
x 3 FLRS
72,000 sf (Ph. 2)
+88.000 sf (Ph. 1)
160,000 sf TOTAL
FFE = 894.3
1.\
� 002
9.0'
(TYP) i cv
rF i�l 1 I
TRUCK DOCK
W/ CONC. PAVEMENT
Tana" G
PATIENT
PICKUP/DROP OFF
LOT 1
PHASE ONE BUILDING
120ft x 200ft
PROPERTY LINE
24,000 sf/flr
BLOCK 1
x 3 FLRS
- - -
72,000 sf
SETBACK LINE
+16.000 sf (2 STORY LINK)
--------
88,000 sf PHASE ONE TOTAL
X
FFE = 894.3
Or
-
-
-
-
ROW LINE (TYP.)
�-
v
13.1
TRAIL
_NG BITUMINOF%jUS PROPOSED
N _ PROPERTY LINE (TYP.
CONNECT TO
EXISTING BITUMINOUS TRAIL
Site Legend
(TYP.)
M Site Details
I I
I I
I I
'P61
1 8612 CURB & GUTTER
2 B618 CURE & GUTTER
3 MOUNTABLE CURB & GUTTER
4 D418 CURB & GUTTER
5 BITUMINOUS CURB
6 INTEGRAL CURB AND WALK
7 CONCRETE CROSS GUTTER
8 ENTRANCE THRU CURB AND GUTTER
9 PRIVATE CONCRETE SIDEWALK
10 PEDESTRIAN CURB RAMP
11 ACCESSIBLE DROPPED PEDESTRIAN RAMP
12 CROSS WALK STRIPING
13 TEMPORARY BITUMINOUS CUL-DE-SAC
14 TRAFFIC ARROW
15 PAINTED STOP BAR AND STOP SIGN POST BASE
16 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING
17 PRECAST CONCRETE WHEEL STOP
18 TYPE 3 BARRICADE
19 BOLLARD
20 PAVEMENT SECTIONS
21 BITUMINOUS TRAIL
02008 Westwood Professional Services, Inc
- -
PROPERTY LINE
S.1
STOP SIGN
LOT LINE
- - -
30"
SETBACK LINE
S.2
--------
EASEMENT LINE
X
General Site Notes
CURB AND GUTTER
- -
BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD
POND NORMAL WATER LEVEL
X
PROFESSIONAL SERVICES.
RETAINING WALL
2.
-X-X-
FENCE
E=
SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
CONCRETE PAVEMENT
S.5
SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO
CONCRETE SIDEWALK
X
EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE
HEAVY DUTY BITUMINOUS PAVEMENT
S.6
ENGINEER SHOULD BE NOTIFIED IMMEDIATELY.
NORMAL DUTY BITUMINOUS PAVEMENT
3.
6a
NUMBER OF PARKING STALLS
4.
TQ
TRANSFORMER
X
3�E
SITE LIGHTING
5.
T
TRAFFIC SIGN
X
LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS.
POWER POLE
6.
°
BOLLARD / POST
(TYP.)
M Site Details
I I
I I
I I
'P61
1 8612 CURB & GUTTER
2 B618 CURE & GUTTER
3 MOUNTABLE CURB & GUTTER
4 D418 CURB & GUTTER
5 BITUMINOUS CURB
6 INTEGRAL CURB AND WALK
7 CONCRETE CROSS GUTTER
8 ENTRANCE THRU CURB AND GUTTER
9 PRIVATE CONCRETE SIDEWALK
10 PEDESTRIAN CURB RAMP
11 ACCESSIBLE DROPPED PEDESTRIAN RAMP
12 CROSS WALK STRIPING
13 TEMPORARY BITUMINOUS CUL-DE-SAC
14 TRAFFIC ARROW
15 PAINTED STOP BAR AND STOP SIGN POST BASE
16 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING
17 PRECAST CONCRETE WHEEL STOP
18 TYPE 3 BARRICADE
19 BOLLARD
20 PAVEMENT SECTIONS
21 BITUMINOUS TRAIL
02008 Westwood Professional Services, Inc
t OUTLOT B
0
STORM WATER
12' D -TYPE_ POND NWL=866.1
CURB HWL=870.6
50.0,- - - - - - -- - - -
_ ..
clii o 0
LIFT STATION
%111111111
PROJECT
MONUMENT
SIGN
S.,o Sign Legend (Refer to MnDOT Details)
REFERENCE
SIZE
Call 48 Hours before digging:
S.1
STOP SIGN
GOPHER STATE ONE CALL
X
30"
Twin City Area 651-454-0002
S.2
HANDICAP ACCESSIBLE
Mn. Toll Free 1-800-252-1166
X
General Site Notes
R7 -8M
1.
BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD
12"
X
PROFESSIONAL SERVICES.
R8-38
2.
LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS
30"
X
SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
R5-1
S.5
SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO
24"
X
EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE
R6 -X1
S.6
ENGINEER SHOULD BE NOTIFIED IMMEDIATELY.
24"
3.
REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.
R4-7
4.
ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING
18"
X
UNLESS OTHERWISE NOTED.
X4-2
5.
REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND
30"
X
LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS.
R3 -X1
6.
ALL CURB RADII ARE SHALL BE 4.0 FEET (TO FACE OF CURB) UNLESS
30"
X
OTHERWISE NOTED.
R3-6 (R/L)
7.
ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWISE NOTED.
30"
8.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING
W11-2
S.11
TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,
24"
X
DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF
R1-2
TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE
APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC
CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.
4
9.
BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH
(T .)
THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
10.
CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING
CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES.
11.
SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING
PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.
Signage and Striping Notes
1p
0,
-
1.
PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF
10' WIDE BITUMINOUS TRAIL
PAINT. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS
AS SHOWN IN WHITE (TWO COATS).
2.
ACCESSIBLE PARKING PROVIDED PER ADA CODE. CONTRACTOR SHALL PAINT
ALL ACCESSIBLE STALLS, ACCESSIBLE LOGOS AND CROSS HATCH ACCESSIBLE
LOADING AISLES WITH BLUE PAVEMENT MARKING PAINT (TWO COATS).
4
3.
ALL SIGNS SHALL INCLUDE POST, CONCRETE FOOTING AND CASING WHERE
(
REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS NOT
)
PROTECTED BY CURB.
8
4.
ALL STOP SIGNS SHALL INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE
R W
PAINT (TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4'
FROM CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL
-
-
TRANSITION BETWEEN LANES TO THE CURB.
5.
ALL SIGNS SHALL BE BE PLACED 18" BEHIND THE BACK OF CURB UNLESS
OTHERWISE NOTED.
I
t OUTLOT B
0
STORM WATER
12' D -TYPE_ POND NWL=866.1
CURB HWL=870.6
50.0,- - - - - - -- - - -
_ ..
clii o 0
LIFT STATION
%111111111
PROJECT
MONUMENT
SIGN
S.,o Sign Legend (Refer to MnDOT Details)
REFERENCE
SIZE
MnDOT DESIGNATION
S.1
STOP SIGN
30"
X
30"
R1-1
S.2
HANDICAP ACCESSIBLE
12"
X
18"
R7 -8M
S.3
NO PARKING
12"
X
12"
R8-38
S.4
DO NOT ENTER
30"
X
30"
R5-1
S.5
BEGIN ONE WAY
24"
X
30"
R6 -X1
S.6
KEEP RIGHT
24"
X
30"
R4-7
S.7
HAZARD MARKER
18"
X
18"
X4-2
S.8
RIGHT TURN LANE
30"
X
30"
R3 -X1
S.9
RIGHT LANE MUST TURN RIGHT
30"
X
30"
R3-6 (R/L)
S.10
PEDESTRIAN CROSSING
30"
X
30"
W11-2
S.11
YIELD
24"
X
24"
R1-2
0' 50' 100' 150'
NOT FOR CONSTRUCTION
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108.5118
PH. (651) 642.9200
FAX (651) 642-1101
z,
UN ITED PROPERTIES
t t�
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
I hereby certify that this plan war prepared by rae m under my
direct supeeviel® and that I am s duly licensed PROPOSSIONAL
ENGINM under the larva of the State of Minnesota.
Ryan U Edstrom
}ate 07/03/08 Ltime No. 45898
W
Westwood Profeslomi SeMces, Inc.
7699 Anagram Drive
Eden Prairie, MN 55344
PHONE 952-937-5150
FAX 952 -937 -SM
TOLL FREE I-SW937-5150
Westwood www.westwoodps.com
Issues and Wsbns:
PHASE TWO
CIVIL SITE PLAN
Commission No. 75372-07230
Norm by LAT
Checked by RME
SHEET
C3
20061094.01SPP01.dwg
♦
00
�.'♦ $ i t w
f
�p��r, �' E i�, qww �„` 1 ♦, �t�, \, \ .,` p'`'•, y � F� I � 'x 4a ♦ 's {`t ,; @ 21 �
,
,
Notes
© 2008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS
SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
} ♦ SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION.
i ? _ THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE
1
{ FOUND.
2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS
AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS,
a , TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY
ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS.
p i
3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF
Yc t "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL SURFACE
�, RESTORATION” AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF f ;" ��, t. `'•� MINNESOTA.
.. 4.
,.,.' r,�• � '`• ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL
AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND
\ OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF
-' .•-"''`�. ` ♦� `:= ESTABLISHMENT.
918 r 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING
w
rn j TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL
SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE
ID tb f NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE
9 ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM
• TO APPROPRIATE MNDOT STANDARDS.
6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE
INDICATED ON THIS SHEET.
♦ \. "`
`. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND
co S • : \.. POINTS
° ka 9
PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN PO
�' �� �A♦ jos...,,. .♦ \
WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING
9os Sia GRADES.
912 \
9� , `"9 8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS &GUTTER
e 9 �6♦ FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED
,.w„M . •,,. -".
96 Nd?
�,•, \ SURFACE GRADE.
99 9. SEE GEOTECHNICAL REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.
-90,
' 0, `,...
• 89� 90 10 CONTRACTOR DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS
..928 ...:
Y ` AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE
9 CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER
\. 196 06 908 ..a�'�d Z/` ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.
J 9'o j 11. CONTRACTOR SHALL PROVIDED A STRUCTURAL RETAINING WALL DESIGN
o
\ 9 9NN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER.
12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PDE
`- -`-`� — —T
INCLUD NG ( )
T I A N Sv P 71
PERMIT REQUIREMENTS.
e 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT
MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE
` m CP , ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH
9N 1p FULLY -LOADED TANDEM -AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF
2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF
` . STORM WATER POND °�., THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE
NWL=866.1 89 ` " ..,.• -9 EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN.
WL=$70.6 6 14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING
AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY
�2, 8g- 8gd METHOD AS OUTLINED IN MNDOT 2105.31`1 AND THE REQUIREMENTS OF THE
\ \ GEOTECHNICAL ENGINEER.
•�. 15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR
` 88$82 884 PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF
�...� ... ... THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.
� -.. ^ �e� E O.F: 876 � 16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT
mm \m• 870'6 GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING
ZZ ;�;11NSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE
GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
— COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE
h 7 GEOTECHNICAL ENGINEER.
Grading Legend
PROPERTY LINE
SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND
INDEX CONTOUR
�w:sarsttus <nxxxxxs asses
INTERVAL CONTOUR
CURB AND GUTTER
EXCAVATION/CONSTRUCTION ACTIVITIES.
`31.OF
X 91.00
SILT FENCE
1.50%
STORM SEWER
1�11-
FLARED END SECTION
E.O.F.
WATER MAIN
RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE
SANITARY SEWER
85.00
RETAINING WALL
SB -19
O
O
PROPERTY LINE
SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND
INDEX CONTOUR
INTERVAL CONTOUR
CURB AND GUTTER
EXCAVATION/CONSTRUCTION ACTIVITIES.
POND NORMAL WATER
LEVEL
SILT FENCE
STORM SEWER
SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE
FLARED END SECTION
(WITH RIPRAP)
WATER MAIN
RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE
SANITARY SEWER
RETAINING WALL
DRAIN TILE
TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED CATCH
BASIN INSERTS, ROCK CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET,
AND SILT FENCE. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE
RIDGE LINE
GRADING LIMITS
PHONE 952-937-5150
FAX 952-937-5822
ROCK CONSTRUCTION
ENTRANCE
EROSION CONTROL BLANKET
TURF REINFORCEMENT
MAT
SPOT ELEVATION
.........
FLOW DIRECTION
TOP AND BOTTOM OF RETAINING WALL
EMERGENCY OVERFLOW
SOIL BORING LOCATION
INLET PROTECTION
Erosion Control Notes
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
UNITED PROPERTIES
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
I hereby certify that this plan was prepared by me or under my
dfrect eupervie(® and tbm I am a duly, hemsed PROFESSIONAL
ENCRgM under the laws of the Stele of Minnesota
1.
SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND
LOCATIONS WHERE STORM WATER RUNOFF MAY LEAVE THE SITE, PRIOR TO ANY
Ryan M, Hddrom
EXCAVATION/CONSTRUCTION ACTIVITIES.
2.
ROCK CONSTRUCTION ENTRANCE WILL BE INSTALLED AT ALL CONSTRUCTION
ENTRANCES.
Dace 07/03/08 t<�ae No. 458 98
3.
SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE
RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE
PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY
TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED CATCH
BASIN INSERTS, ROCK CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET,
AND SILT FENCE. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE
Westwood
7699 Anagram Drive ona�servlces Inc.
7699 Anagram Drive
Eden Prairie, MN 553"
W
THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER.
THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS
PHONE 952-937-5150
FAX 952-937-5822
REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER
TOLL FREE 1-888-937-5150
....
MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT
Westwood w .westwoodpssom
.........
PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR
EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE
---;----
REMOVED AFTER EACH RAIN AFFECTED AREAS SHALL BE CLEANED TO THE
SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL
TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR
AFTER THE TURF IS ESTABLISHED.
�s�lesolldRe101
4.
CONTRACTOR SHALL INSTALL TEMPORARY INLET PROTECTION (WIMCO OR
EQUIVALENT) AROUND ALL CATCH BASIN GRATE INLETS, AFFECTED BY THIS
CONSTRUCTION.
5.
ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE
RESTORED WITH SEED AND MULCH, SOD, WOOD FIBER BLANKET OR BE HARD
SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.
6.
FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR
WOOD FIBER BLANKET IS REQUIRED.
7.
PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND
DEBRIS. STREET SWEEPING SHALL BE COMPLETED DAILY.
0' 50' 100' 150'
NOT FOR CONSTRUCTION
PHASE TWO
GRADING
DRAINAGE AND
EROSION
CONTROL PLAN
Commission No. 75372-07230
N w bV LAT
Checked by RIME
SHEET
20061094.0IGDP01.dwg
FES -9A
MH IE=888.0
RE=892.4 M
IE=884.14 =893.0
1E=883.49
\
RET.
WALL = 892.4
Invert
12"
STO = 891.25
Structure No.
DIF.
- 1.2'
©
2
WALL = 892.41
\
CBMH-11A
STO = 890.0
908.00
DIF.
- 2.41'
©
Q
MH -10
►
LR�MH-9 ►
CBMH-
\ SAN SERVICE
BMH-1 ►-
►
CE
15"
I�
1 IE=885.0
1
16"
WAT = 887.8
891.94
DIF.
- 2.07'
©
21"
STO = 875.70
888.00
16"
WAT = 870.0
9
8
8" W.M.
- 5.7'
®
24"
I
7
SAN SERVICE
WAT = 867.7
892.53
I
- 3.84'
I E= 884.3
ELEVATIONS NOTED FOR WATER = TOP OF PIPE
DIF.
I
882.87
PHASE TWO BUILDING
5
CBMH
I
_
120ft x 200ft
880.13
15A
RD
15
24,000 sf/fir
887.60
887.27
I HASE TWO PARKING GARAGE
RD -12A x 3 FLRS
14
890.57
I LEVELS
RD -12
72,000 sf (Ph. 2)
CBMH
13
1 GRADE
C MH 1
+88.000 sf (Ph. 11
13
CBMH
I 2 IRUCTURED
°'
160,000 sf TOTAL
882.69
4
I
3
887.80
874.20
872.15
I 480 PARKING STALLS
FFE = 894.3
1 LE EL PROOF
24
CBMH
23
894.50
I 48
889.18
23
CBMH
22
+16D
889.18
887.18
22
CBMH
I 640 TOTAL STALLS
890.65
886.78
886.06
21
I
20
890.65
886.06
884.05
20
CBMH
19
889.67
FFE 895.0
879.95
6, a 6' b
CBMH
16
886.40
875.70
&
I
, W.M�,��I
25
I
19
I
883.00
882.74
P g? P4'
q o0
I
I
18
CBMH
17
875.75
� I I
871.54
17
CBMH
16
875.70
871.54
871.00
16
CBMH
3
►►
870.40
868.76
3
B H 0
CBMH-7
M
TUS"
PHASE ONE BUILDING
120ft x 200ft
24,000 sf/fir
x 3 FLRS
72,000 sf
+16.000 sf (2 STORY LINK)
88,000 sf PHASE ONE TOTAL
FFE = 894.3
HYD. (TYP.)
8" PVC PLUG
IE=859.1
MH
RE=908.2
IE=858.6 -
-.
I I
MH
RE=894,1 I
IE=881.57 I
MH
RE=892.9
IE=882.47
DROP MH
RE=896
IE -872.
IE=857.5
MH I
M887.4
I E=856F 7
I I
I CBMH
I I
M
15
CBMH-2 ► ► 1 BM - 2 B H 1
B H 3
D --
FM
_ FM
AFM - FM M
H
JITMTVE
IE
EXISTING CULVERT IE=
TO BE REMOVED -,
F EX.
IE=
ER
X
FM- EX. STUB E=850 OOJ L= o
=F1A-
FM
POSSIBLE SANITARY
IE E=849.86
IE -
IE S=849.11
EX. 198'-8" P
6 0 40%
3
z 3
FIS'
00a•
URE
Il - ,
I�ae -ice,
. o 0
0
EX. 16" B.V. J
EX, 8" PVC
IE=850.00 --�
Storm Sewer Schedule
16" DIP PLUG
G
4
H-3
FES -1
W/ RIPRAP
/ IE=866.1
Key Utility Crossings
1a
RET.
WALL = 892.4
Invert
12"
STO = 891.25
Structure No.
DIF.
- 1.2'
©
RET
WALL = 892.41
11A
21"
STO = 890.0
908.00
DIF.
- 2.41'
©
30"
STO = 885.62
891.46
16"
WAT = 890.88
11
DIF.
- 5.26'
CE
15"
STO = 885.73
10
16"
WAT = 887.8
891.94
DIF.
- 2.07'
©
21"
STO = 875.70
888.00
16"
WAT = 870.0
9
8
DIF.
- 5.7'
®
24"
STO = 871.54
7
16"
WAT = 867.7
892.53
DIF.
- 3.84'
ELEVATIONS NOTED FOR STORM AND SANITARY = INVERT
ELEVATIONS NOTED FOR WATER = TOP OF PIPE
DIF.
DENOTES DIFFERENCE BETWEEN PIPES
STORM WATER POND
N WL= 866.1
HWL=870.6
EX. 62718" PVC OCS-30
SDR 18 0 0.40% STMH-31
18" PVC PLUG
IE=839.76
4
EX. 16" B.V.
EX. 16"x 16" CROSS
DD DD
EX. 16% 8"
REDUCER
-EX. 8" DIP
Structure
Drains To
Rim Elevation
Invert
Elev.
No. Type
Structure No.
Up Structure
Up Structure
Dn. Structure
12A
RD
12
894.30
888.30
888.23
12B
RD
12
895.00
888.70
888.02
11A
CBMH
11
908.00
890.00
889.80
12
CBMH
11
891.46
887.42
887.06
11
CBMH
10
892.97
887.06
886.58
10
CBMH
9
891.94
886.58
886.00
9A
FES
9
888.00
888.00
887.02
9
8
CBMH
CBMH
8
7
892.91
889.76
885.80
884.49
884.69
883.46
7
CBMH
6
892.53
883.46
882.87
6
CBMH
5
898.58
882.87
882.37
5
CBMH
4
898.50
882.37
880.13
15A
RD
15
094.30
887.60
887.27
15
CBMH
14
890.57
887.27
885.99
14
CBMH
13
889.30
885.79
884.23
13
CBMH
4
887.80
884.23
882.69
4
CBMH
3
887.80
874.20
872.15
24
CBMH
23
894.50
891.20
889.18
23
CBMH
22
892.40
889.18
887.18
22
CBMH
21
890.65
886.78
886.06
21
CBMH
20
890.65
886.06
884.05
20
CBMH
19
889.67
884.05
879.95
19
CBMH
16
886.40
875.70
873.80
25
CBMH
19
886.65
883.00
882.74
18
CBMH
17
875.75
872.00
871.54
17
CBMH
16
875.70
871.54
871.00
16
CBMH
3
877.84
870.40
868.76
3
STMH
1
1 877.00
1 866.36 1
866.10
10*2110
1:: • • ••
ftzqvjke' M.
: :•• •
EX. UTILITY INFORMATION
TAKEN FROM MNDOT PLANS
DATED 02/14/06
EXISTING
- -
PROPOSED
- -
PROPERTY LINE
.... ..... ...... ..... I ..... ...... ..... .....
--------
EASEMENT LINE
_..........................:.
CURB AND GUTTER
:.::...................:..::.•,
►-------
SANITARY SEWER
----------- l'`- - -
FM
SANITARY SEWER FORCE MAIN
►►�
STORM SEWER
.......................
I
WATER MAIN
....................... <;.................<..,::
HYDRANT
1-«+
_ ............._....._,,,;,.....................-
cis
GAS
....................... ...........................
Auer
UNDERGROUND ELECTRIC
........................::,:,.........................
POH
OVERHEAD ELECTRIC
-- * -
>uc
UNDERGROUND TELEPHONE
-'- ----
WH
OVERHEAD TELEPHONE
.................. ............
froom
TELEPHONE FIBER OPTIC
.......... ............ :.;............____--
cry
CABLE TELEVISION
►►►
DRAIN TILE
►�
GATE VALVE
FLARED END SECTION (WITH RIPRAP)
'E
LIGHT POLE
X©
VERTICAL UTILITY SEPARATION
0' 50' 100' 150'
NOT FOR CONSTRUCTION
02008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
General Utility Notes
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS
TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING
EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS
PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF
DISCREPANCIES.
2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN INSTALLATIONS SHALL
BE PER MINNESOTA PLUMBING CODE AND IN ACCORDANCE WITH THE CURRENT
EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE
INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS
PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.
3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY
FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY
WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT
FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE
ARRANGED WITH THE OWNER.
4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION
AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING
DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.
5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR
SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY
COMPANIES.
6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY
CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE
CITY. THE CITY SHALL BE NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH
THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL
NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP
ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO
SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR
UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS.
ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN
DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE
MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL
GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN
SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.
8, PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD
REQUIREMENTS.
9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER
MAIN CROSSINGS WITH SANITARY SEWER OR STORM SEWER.
10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS
OTHERWISE SHOWN OR NOTED.
11. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY.
12. ALL WATER LINES SHALL BE DUCTILE IRON WRAPPED IN POLYETHYLENE, CLASS
52 WITH 7.5' MINIMUM COVER. PROVIDE MINIMUM SEPARATION OF 18" FROM
SANITARY SEWER & STORM SEWER. INSULATE WATER MAIN IF LESS THAN 7.5'
OF COVER.
13. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4
INCHES OF THICKNESS.
14. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL
CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER
THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF BUILDING AND UNDER
FOOTINGS, PIPE SHALL BE PVC SCHEDULE 40.
15. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR
PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND
LARGER UNLESS OTHERWISE NOTED) WITH R-4 GASKETS, OR HDPE STORM
SEWER PIPE IF ALLOWED BY THE CITY. HDPE STORM PIPE SHALL MEET
REQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS.
SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED. PVC STORM SEWER PIPE
SHALL BE SCHEDULE 40 PIPE. FLARED END SECTIONS SHALL BE RCP WITH
TRASH GUARDS & RIP -RAP.
16. POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING
AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL
JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET
WATER MAIN DEPTH. THE ELECTRICAL ALARM SWITCH SHALL BE PART NO.
PCVS2 (OR EQUIVALENT).
17. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE
OWNER WITH AN AS -BUILT RECORD OF UTILITY CONSTRUCTION. THE AS -BUILT
SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE
PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN
WITH POST -CONSTRUCTION ELEVATIONS IS REQUIRED.
tuna n nii vr%c
1/4 X 1 " FLAT BAR
(ROLLED TO PROVIDE
OUTER RING)
OUTSIDE MH WALL
TO FLAT BAR - 1"
PROVIDE 4 -1/2 -
SS ANCHOR BOLTS
W/CLIPS
A
rlu i uirrED GALVANIZED
GRATE IN 2 SECTIONS
CUSTOM
CONCRETE WEIF
WITH V -NOTCH
(SEE CROSS
SECTION FOR
DIMENSIONS)
:. 9
-#5 SMOOTH BAR
® 4" O.C. EACH WA
(PROVIDE 3-1/4" x
3-1/4" OPENING)
ELAN r RE=870.6
9"
-5"
V -NOTCH
IE=866.1
24" RCP
ELEVATION
.:.:..:...:...: .
6 IE=863.0
FILL SUMP NTH 6'-0
J�lr -9a CONCRETE TO
s INVERT ELEVATION SECTION A -A
NTS
ELEVATION=870.0
;;... IE=866.0 POND
OUTLET CONTROI
6'-0" INLET INVERT STRUCTURE
WEIR SECTION WITH WEIR AND
NTS V -NOTCH
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
UNITED PROPERTI[".S
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
I hereby certify that thio plan wes prepared by mem under my
direct eupervtelim and that I am a duly H®e,.d PROFESSIONAL
RNGNM under the lavia of the State of Minnesota
Ryan hL Edstrom
Due 07/03/08 License Na 45898
W
Westwood Profealcnel Services, Inc.
7699 Anagram Drive
Eden Prairie, MN 55344
PHONE 952-937-5150
FAX 952-937-5822
����
�ayy�������� TOLL FREE 1.888.937-5150
viestll cod vvww.westivoodps.com
Issues and ReHsions:
PHASE TWO
UTILITY PLAN
Commission No. 75372-07230
kown by LAT
Checked by RME
SHEET
5
20061094.01UTP01.dwg
OUTLOT A
\ BUILDING SETBACK LINE
^ay PARKING SETBACK LINE
d RETAINING WALL
PATIENT
NOTE:
\ PUBLIC 10' WIDE BITUMINOUS TRAIL
TO BE CONSTRUCTED W/SITE --\
TRUCK DOCK
W/ CONC. PAVEMENT
UILD
LOT 1
PHASE2Of x 2B00ft ING
p 1 /'1/'� V 4 24,000 sf/ ^^
PICKUP/DROP OFF
MNDOT (TYP.) - - 0000
ROW LINE (TYP.) - - - _ - -- - - -
��
I
I
I I
�I
I I
5
on
K'
_ - 111�11�1111
I _ PROJECT
MONUMENT
1� _TRAIL SIGN
STI
EXING BITUMINOUS PROPOSED - - -
_ PROPERTY LINE 17vo.�
© 2008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
General Site Notes
1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD
PROFESSIONAL SERVICES.
2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS
SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO
EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE
ENGINEER SHOULD BE NOTIFIED IMMEDIATELY.
3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.
4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING
UNLESS OTHERWISE NOTED.
5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND
LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS.
6. ALL CURB RADII ARE SHALL BE 4.0 FEET (TO FACE OF CURB) UNLESS
OTHERWISE NOTED.
7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING
TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,
DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF
TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE
APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC
CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.
9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH
THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING
CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES.
11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING
PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.
Signage and Striping Notes
10' WIDE BITUMINOUS TRAIL 1.
PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF
MnDOT DESIGNATION
- / Site Legend
/
S.1
AS SHOWN IN WHITE (TWO COATS).
/ EXISTING
\
PROPOSED
30"
ALL ACCESSIBLE STALLS, ACCESSIBLE LOGOS AND CROSS HATCH ACCESSIBLE
S.2
PROPERTY LINE
..........
ALL SIGNS SHALL INCLUDE POST, CONCRETE FOOTING AND CASING WHERE
LOT LINE
REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS NOT
S.3
-
SETBACK LINE
------
- -EASEMENT
LINE
S.4
FROM CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL
CURB AND GUTTER
TRANSITION BETWEEN LANES TO THE CURB.
5.
ALL SIGNS SHALL BE BE PLACED 18" BEHIND THE BACK OF CURB UNLESS
POND NORMAL WATER LEVEL
'
24"
RETAINING WALL
30"
R6 -X1
-X-X-
FENCE
0
X
CONCRETE PAVEMENT
R4-7
S.7
CONCRETE SIDEWALK
18"
X
HEAVY DUTY BITUMINOUS PAVEMENT
X4-2
S.8
NORMAL DUTY BITUMINOUS PAVEMENT
30"
6s
NUMBER OF PARKING STALLS
R3 -X1
0
TRANSFORMER
30"
E
SITE LIGHTING
R3-6 (RA)
T
TRAFFIC SIGN
-
re'
POWER POLE
W11-2
°
BOLLARD / POST
© 2008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
General Site Notes
1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD
PROFESSIONAL SERVICES.
2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS
SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO
EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE
ENGINEER SHOULD BE NOTIFIED IMMEDIATELY.
3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.
4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING
UNLESS OTHERWISE NOTED.
5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND
LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS.
6. ALL CURB RADII ARE SHALL BE 4.0 FEET (TO FACE OF CURB) UNLESS
OTHERWISE NOTED.
7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING
TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,
DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF
TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE
APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC
CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.
9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH
THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING
CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES.
11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING
PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.
Signage and Striping Notes
10' WIDE BITUMINOUS TRAIL 1.
PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF
MnDOT DESIGNATION
PAINT. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS
S.1
AS SHOWN IN WHITE (TWO COATS).
2.
ACCESSIBLE PARKING PROVIDED PER ADA CODE. CONTRACTOR SHALL PAINT
30"
ALL ACCESSIBLE STALLS, ACCESSIBLE LOGOS AND CROSS HATCH ACCESSIBLE
S.2
LOADING AISLES WITH BLUE PAVEMENT MARKING PAINT (TWO COATS).
3.
ALL SIGNS SHALL INCLUDE POST, CONCRETE FOOTING AND CASING WHERE
18"
REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS NOT
S.3
PROTECTED BY CURB.
4.
ALL STOP SIGNS SHALL INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE
12"
PAINT (TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4'
S.4
FROM CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL
30"
TRANSITION BETWEEN LANES TO THE CURB.
5.
ALL SIGNS SHALL BE BE PLACED 18" BEHIND THE BACK OF CURB UNLESS
S.5
OTHERWISE NOTED.
OUTLOT B
D -TYPE STORM WATER
CURB NWL=866.1 �
-P- N D - HWL=870.6 - -
50.0' . _...
-�
0
o
LO
- _ - LIFT STATION
D Site Details
1 8612 CURB & GUTTER
2 B618 CURB & GUTTER
3 MOUNTABLE CURB & GUTTER
4 D418 CURB & GUTTER
5 BITUMINOUS CURB
6 INTEGRAL CURB AND WALK
7 CONCRETE CROSS GUTTER
8 ENTRANCE THRU CURB AND GUTTER
9 PRIVATE CONCRETE SIDEWALK
10 PEDESTRIAN CURB RAMP
11 ACCESSIBLE DROPPED PEDESTRIAN RAMP
12 CROSS WALK STRIPING
13 TEMPORARY BITUMINOUS CUL-DE-SAC
14 TRAFFIC ARROW
15 PAINTED STOP BAR AND STOP SIGN POST BASE
16 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING
17 PRECAST CONCRETE WHEEL STOP
18 TYPE 3 BARRICADE
19 BOLLARD
20 PAVEMENT SECTIONS
21 BITUMINOUS TRAIL
5.10 Sign Legend (Refer to MnDOT Details)
REFERENCE
SI7F
MnDOT DESIGNATION
S.1
STOP SIGN
30"
X
30"
R1-1
S.2
HANDICAP ACCESSIBLE
12"
X
18"
R7 -8M
S.3
NO PARKING
12"
X
12"
R8-38
S.4
DO NOT ENTER
30"
X
30"
R5-1
S.5
BEGIN ONE WAY
24"
X
30"
R6 -X1
S.6
KEEP RIGHT
24"
X
30"
R4-7
S.7
HAZARD MARKER
18"
X
18"
X4-2
S.8
RIGHT TURN LANE
30"
X
30"
R3 -X1
S.9
RIGHT LANE MUST TURN RIGHT
30"
X
30"
R3-6 (RA)
S.10
PEDESTRIAN CROSSING
30"
X
30"
W11-2
S.11
YIELD
24"
X
24"
R1-2
0' 50' 100' 150'
NOT FOR CONSTRUCTION
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55109-5118
PH. (651) 642-9200
FAX (651) 642-1101
aVw`
:.Y ,UNITED PROPERTIES
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
I bewby avr fy tbet " pbn wra j 1 4 by mom undo my
dbear =pcvW® eed that I am • duly Hamed PROWHSSMAL
mJ(;agm uadv the 1n of die faro of 9lhmema.
Ryan M &W=
n x 07/03/08 Ulaam Na 45898
W
Wertwood Profado [ SuAcK Inc
7699 Anagram Drtva
Edon Pralrk NIN 55341
PHONE 952-9373150
FAX 952-937-9972
����
yy�.�.��� TOt1FREE 1�6-886
M511t��ood ww -ww woodpmom
Issues and Rekiiam:
PHASE ONE
CIVIL SITE PLAN
Commission No. 75372-07230
Uwtm by LAT
Checked by RME
SHEET
C 6
20061094.01SPP02.dwg
PLANT SCHEDULE
CODE QTY
64 -
EQM
ABM -
IHL -
REO -
SWO -
GSL -
PRE -
rt71
TEA
CANOPY COVERAGE DATA:
THTFVB
Queen' 2.5"
M JJ
2.5"
SSC
e 2.5"
PRC
r
4
AUP -
="' r
TEA
CANOPY COVERAGE DATA:
MAJ
Queen' 2.5"
M JJ
2.5"
SCJ
e 2.5"
ALC
2.5"
DBH
2.5"
DKL
2.5"
COL
2.5"
ABH
0. C.
CAD
24" HT.,
CAV
CONT.
SMS
0. C.
NFS
="' r
1
CANOPY COVERAGE DATA:
SDO
Queen' 2.5"
ASD
2.5"
AJS
e 2.5"
SAG
2.5"
BES
2.5"
KFG
2.5"
RSH
2.5"
FFR
0. C.
RSG
24" HT.,
EMI
COMMON/BOTANICAL NAME
)VERSTORY
Emerald Queen Norway Maple / Acer Flatanoides 'Enver
Autumn Blaze Maple / Acer freemanii 'Jeffersred'
Imperial Honeylocust / Gleditsia triacanthos inermis 'Im
Red Oak / Quercus rubra
Swamp White Oak / Quercus bicolor
Greenspire Linden / Tilia cordata 'GreEnspire
Princeton Elm / Ulmus americana 'Princeton'
ORNAMENTAL
Thornless Hawthorn / Crataegus crus-golli inermis
Fox Valley Birch / Betula nigra 'Little King'
Spring Snow Crabapple / Malus 'Spring Snow'
Prairie Rose Crabapple / Malus 'Prairie Rose'
CONIFEROUS
Colorado Green Spruce / Picea pungens
Black Hills Spruce / Picea glauca densato
Austrian Pine / Pinus nigra
SIZE
NOTES
CANOPY COVERAGE DATA:
- CAL. I
Queen' 2.5"
BB
2.5"
BB
e 2.5"
BB
2.5"
BB
2.5"
BB
2.5"
BB
2.5"
BB
1.5" BB
1.5" BB
1.5" BB
1.5" BB
7' HT., BB
7' HT., BB
7' HT., BB
451 SHRUBS
- Techn Arbovitae / Thuja occidentalis 'Techn '
6' HT., BB
CANOPY COVERAGE DATA:
48"
0. C.
- Money Juniper Juniperus chinensis Maneyi
24" HT.,
#5
CONT.
36"
O.C.
- Mint Julep Juniper / Juniperus chinensis 'Monlep'
36" SPRD.,
#5 CONT.36"
O.C.
- Scandia Juniper / Juniperus sabina 'Scandia'
24" SPRD.,
#5 CONT.36"
0. C.
- Alpine Currant / Ribes alpinum
24" HT.,
#2
CONT.
30"
0. C.
- Dwarf Bush Honeysuckle / Diervilla lonicera
24" HT.,
#5
CONT.
30"
0. C.
- Dwarf Korean Lilac / Syringo meyeri 'Palibin'
36" HT.,
#5
CONT.
36"
O.C.
- Common Purple Lilac / Syringa vulgaria
36" HT.,
#5
CONT.
48"
0. C.
- Annabelle Hydrangea / Hydrangea arborescens 'Annabelle'
36" HT.,
#5
CONT.
36"
0. C.
- Cardinal Dogwood / Cornus sericea 'Cardinal'
36" HT.,
#5
CONT.
36"
0. C.
- Compact American Viburnum /Viburnum trilobum 'Bailey Compact'
36" HT.,
#5
CONT.
36"
0. C.
- Snowmound Spirea / Spiraea nipponica 'Snowmound'
24" HT.,
#5
CONT.
36"
O.C.
- Neon Flash Spirea / Spiraea japonica 'Neon Flash'
24" HT.,
#2
CONT.
30"
O.C.
- Fire Light Spirea / Spiraea x 'Fire Light'
18" HT.,
#2
CONT.
24"
O.C.
370 SF PERENNIALS
- Stella De Oro Daylily / Hemerocallis 'Stella De Oro
2 -Year,
#1
CONT
18"
O.C.
- Apricot Sparkles Daylily / Hemerocallis 'Apricot Sparkles'
2 -Year,
#1
CONT
18"
0. C.
- Autumn Joy Sedum / Sedum x 'Autumn Joy'
2 -Year,
#1
CONT
24i1
O.C.
- Russian Sage / Perovskia atriplicfolia
2 -Year,
#1
CONT
24"
O.C.
- Black Eyed Susan / Rudbeckia fulgida 'Goldsturm"
2 -Year,
#1
CONT
18O.C.
- Karl Foerster Feather Reed Grass / Calamagrostis x acutiflora 'Karl
Foerster' 2 -Year,
#1
CONT
36"
O.C.
- Royal Standard Hosta / Hosta 'Royal Standard'
2 -Year,
#1
CONT
24
0. C.
- Feesays Form Ribbon Grass / Phalaris arundinacea 'Feesays Form'
2 -Year,
#1
CONT
18
0. C.
- Red Switchgross / Panicum virgatum 'Shenandoah'
2 -Year,
#1
CONT
24"
0. C.
- Engelman Ivy / Parthenocissus quinquefolia var. engelmonii
2 -Year,
#1
CONT
VARIES
NOTES: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.
OWNER RESERVES THE OPTION TO RELOCATE EXISTING CONIFERS AND DECIDUOUS PLANT
MATERIAL ON SITE AND USE FOR LANDSCAPE PLANTINGS REGARDLESS OF THE TYPE OF
SPECIES.
1�a
,-- r
0
7
1
3
PLANTING NOTES
LANDSCAPE DATA
CONTRACTOR SHALL CONTACT GOPHER
"ONE CALL" (651-454-0002 or 800-252-1166) TO VERIFY LOCATIONS OF
CANOPY COVERAGE DATA:
ALL UNDERGROUND UTILITIES PRIOR TO
INSTALLATION OF ANY PLANT OR LANDSCAPE MATERIAL.
EXISTING CANOPY COVERAGE ON SITE -
221,675 SF.
(40%)
ACTUAL LOCATION OF PLANT MATERIAL
IS SUBJECT TO FIELD AND SITE CONDITIONS.
PROPOSED CANOPY COVERAGE TO REMAIN ON SITE -
124,341 SF.
(23%)
NO Pt ANTING WII I RF INSTAI I FD UNTII
AI I GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE
CANOPY COVERAGE REQUIRED ON SITE -
109,498 SF.
(20%)
AREA.
ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR
QUOTE BY THE LANDSCAPE CONTRACTOR.
CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE
DATE OF THE LANDSCAPE ARCHITECTS OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING.
REPLACEMENT PLANT MATERIAL SHALL ALSO HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.
ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO,
BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:
ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.
ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.
ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.
ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.
CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS
THAN 5:3.
PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION)
REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.
PLANTS TO BE INSTALLED AS PER STANDARD ANSI PLANTING PRACTICES.
PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY;
BUFFERYARD DATA:
BUFFERYARD "B" USED IN CALCULATIONS
POWERS BOULEVARD (0.8 MULTIPLIER USED) -
TOTAL OVERSTORY TREES REQUIRED -
TOTAL UNDERSTORY TREES REQUIRED -
TOTAL SHRUBS REQUIRED -
HWY 312 (ON-RAMP) (1.0 MULTIPLIER USED) -
TOTAL OVERSTORY TREES REQUIRED -
TOTAL UNDERSTORY TREES REQUIRED -
TOTAL SHRUBS REQUIRED -
TEMPORARY ONLY. OVERALL PLANT DATA:
OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. TOTAL OVERSTORY TREES -
PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING. TOTAL UNDERSTORY TREES -
WRAP ALL SMOOTH -BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. TOTAL SHRUBS -
STAKING OF TREES OPTIONAL; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.
THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING.
LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.
BACKFILL SOIL TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL
DEBRIS, AND LARGE WEEDS.
ALL SHRUB PLANTING BEDS (WITHIN SODDED AREAS) SHALL HAVE WEED BARRIER FABRIC, 4" OF SHREDDED
HARDWOOD BARK MULCH AND VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING. THE EDGING SHALL BE
PLACED WITH SMOOTH CURVES AND AT LEAST 3' FROM THE CENTERS OF EVERGREEN TREES. UTILIZE CURBS AND
SIDEWALKS FOR EDGING WHERE POSSIBLE. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD BARK
MULCH AROUND ALL TREES AND SHRUBS. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE).
ALL PERENNIAL BEDS AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" OF SHREDDED HARDWOOD BARK MULCH AND
VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING. THE EDGING SHALL BE PLACED WITH SMOOTH CURVES.
UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE.
FOUR INCHES OF SHREDDED HARDWOOD BARK MULCH SHALL BE USED AROUND ALL TREES WITHIN TURF AREAS.
SHREDDED HARDWOOD BARK MULCH 4" DEEP SHALL BE PROVIDED IN ALL PLANTING BEDS ADJACENT TO SIDEWALKS
AND DRIVEWAYS.
SEEDED AREAS TO BE MN/DOT SEED MIX 340 EXCEPT AROUND THE POND. REFER TO MN/DOT SEEDING MANUAL
2007 EDITION FOR EXACT SEED QUANTITIES, BROADCAST RATES, ACCEPTABLE SEED INSTALLATION METHODS, AND
FOR MAINTENANCE OF SEEDED AREAS. SEEDING AROUND THE POND SHALL BE PLANTED WITH BWSR SEED MIX W5
(WETLAND FRINGE), AS SHOWN ON PLAN, DOWN TO THE NORMAL WATER LEVEL OF THE POND. FOR EXACT BWSR
SEEDING MIXTURES AND BROADCAST RATES REFER TO "RESTORING & MANAGING NATIVE WETLAND & UPLAND
VEGETATION" DATED JANUARY 2006. FOR MAINTENANCE OF AREAS SEEDED WITH BWSR W5 REFER TO Crossroads `
of Chanhassen LANDSCAPE MAINTENANCE PLAN BY WESTWOOD PROFESSIONAL SERVICES.
i
ALL DISTURBED AREAS TO BE SODDED UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND
HARDY BLUEGRASS MIX. ALL SOD AREAS SHALL BE PREPARED WITH 4" OF TOPSOIL AND RAKED TO REMOVE ?:
DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. 0
SEED AREAS AS SHOWN ON PLAN WITH MN/DOT SEED MIX 330 (NATIVE MIX FOR SANDY/DRY AREAS). REFER TO
MN/DOT SEEDING MANUAL 2007 EDITION FOR BROADCAST RATES, EXACT SEEDING MIXTURES, SEASON OF PLANTINGCO
FOR SEEDING, SEED ESTABLISHMENT METHODS, AND ALL MAINTENANCE REQUIREMENTS. a)
PROVIDE IRRIGATION TO ALL PLANTED AND SODDED AREAS ON SITE. NO IRRIGATION SHALL BE PLACED WHERE p
MN/DOT SEED MIX 340 IS PLANTED, AS SHOWN ON PLAN. IRRIGATION WILL BE DESIGN/BUILD BY LANDSCAPE
CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL
PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE
OBTAINED FROM THE GENERAL CONTRACTOR.
CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED
OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR.
REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE -
SITE DISTURBED DURING CONSTRUCTION. O6+
REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.'
720 LF.
14
21
35
572 LF.
12
23
36
REQUIRED PROVIDED
26 83
44 71
71 451
02008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
`An PRUNE OUT MISDIRECTED BRANCHES. LEAVE LEADERS
�3
� INTACT.
GUYING AND STAKING IS MANDATORY FOR ONE (1)
,K YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES:
TOP STAKES 5' ABOVE GROUND (MAX.) OR TO
FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.)
BELOW GROUND. STAKING POSTS TO BE 2"X2"
STAINED WOOD OR PAINTED STEEL DELINEATOR
POSTS. PLACE 3 POSTS EQUIDISTANT AROUND
AND OUTSIDE ROOT BALL. SECURE TREE TO
POSTS WITH 16" LONG POLYPROPYLENE OR
POLYETHYLENE, 40 MIL., 1 )¢" WIDE STRAP.
Y WHERE WRAPPING IS CALLED FOR: WRAP FROM
GROUNDLINE UPWARD TO FIRST BRANCHES.
PLACE 4" DEPTH OF SPECIFIED MULCH OVER PLANT
2x BALL PITS - DO NOT PILE AGAINST TRUNK.
DIA TER
FORM 3" DEEP WATERING BASIN.
BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL.
SCARIFY SIDES AND BOTTOM OF HOLE.
REFER TO AMERICAN STANDARD FOR NURSERY
STOCK FOR MINIMUM BALL SIZE.
SET ROOT BALL ON UNDISTURBED SUBSOIL OR
COMPACTED SOIL MOUND MATCHING TREES NATURAL
GROUNDLINE WITH FINISHED SITE GRADE.
TREE DETAIL
SHRUB DETAIL
EVERGREEN DETAIL
SEED LIMIT LINES (TYP.)
AREA NOT TO BE IRRIGATED FFD LIMIT I INFS (TRIG) AREA NOT TO BE IRRIGA
A -
REMOVE CONTAINER, SET SOIL MASS ON COMPACTED
SOIL MOUND MATCHING SHRUBS NATURAL GROUNDLINE
WITH FINISHED GRADE.
ALL PLANTING BEDS SHALL RECEIVE 4" OF SPECIFIED
MULCH AND WEED BARRIER FABRIC.
EDGE ALL PLANTING BEDS WITH SPECIFIED EDGER
WHERE ADJACENT TO LAWN AREAS.
SCARIFY SIDES AND BOTTOM OF HOLE
BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL.
PRUNE OUT MISDIRECTED BRANCHES. LEAVE LEADERS
INTACT.
GUYING AND STAKING IS MANDATORY FOR ONE (1)
YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES:
TOP STAKES 5' ABOVE GROUND (MAX.) OR TO
FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.)
BELOW GROUND. STAKING POSTS TO BE 2"X2"
STAINED WOOD OR PAINTED STEEL DELINEATOR
POSTS. PLACE 3 POSTS EQUIDISTANT AROUND
AND OUTSIDE ROOT BALL. SECURE TREE TO
POSTS WITH 16" LONG POLYPROPYLENE OR
POLYETHYLENE, 40 MIL., 1 X2" WIDE STRAP.
PLACE 4" DEPTH OF SPECIFIED MULCH OVER PLANT
PITS - DO NOT PILE AGAINST TRUNK.
FORM 3" DEEP WATERING BASIN.
BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL.
SCARIFY SIDES AND BOTTOM OF HOLE.
REFER TO AMERICAN STANDARD FOR NURSERY
STOCK FOR MINIMUM BALL SIZE.
SET ROOT BALL ON UNDISTURBED SUBSOIL OR
COMPACTED SOIL MOUND MATCHING TREES NATURAL
GROUNDLINE WITH FINISHED SITE GRADE.
Chanhassen Fairview Medical Center Landscape Maintenance Plan
Chanhassen, Minnesota
*Refer to Landscape Plan dated July 3, 2008 for specific limits of seeded areas.
W5 Seeded Areas:
Year 1- Planting:
Season for Planting April 15 -July 20 or Sept 20 -Oct 20. If spring planting -after
seeding mow 6-8 inches with mower every 30 days after planting until September
30. Weed control -mowing should help control annual weeds. Spot spray thistles.
If fall planting, the following season mow 6-8 inches with mower once in May,
June, and July. Weed control -mowing should help control annual weeds. Spot
spray thistle.
Evaluation:
Cover crop growing within 2 weeks of planting (except dormant plantings).
Seedlings spaced 1-6 inches apart in drill rows. Native grass seedlings may only
be 4-6 inches tall. If there is a flush of growth from foxtail etc., mow as necessary
with mower.
Year 2 - Maintenance:
Mow 6-8 inches with mower one time between June 1 -August 15 before weeds
set seed. Weed control -mowing should keep annual weeds down. Spot spray
thistles etc. Some sites may not require much maintenance the second year.
Evaluation:
Cover crop will be gone unless winter wheat was used in a fall planting. Grasses
forming clumps 1-6 inches apart in drill rows, but still short. Some flowers
should be blooming (back -eyed Susans, bergamot, etc). If there is a flush of
growth from foxtail, etc., mow site with mower.
Year 3 - Maintenance:
Mow area with mower only if necessary. Spot spray thistles, etc. for weed
control. Sites usually do not require much maintenance the third year.
Evaluation:
Planting should begin looking like a prairie -tall grasses, flowers etc.
Long Term Maintenance:
Spot spray thistles etc. for weed control. Burning (3-5 year rotation) alternate spring and
fall if possible. Haying (3-5 year rotation) late summer or early fall. Alternate with
burning (may substitute for burning). Burning two years in a row will really clean up
rough looking sites.
0' 50' 100' 150'
NOT FOR CONSTRUCTION
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
- +8
UNITED PROPERTIES
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
I hereby certify that this plan was prepared by me or under my
direct mpervldon and that I am a duly licensed LANDSCAPE
"CHnWr under the lawn of the State of MlaneaMe.
Chad H Feigum
Date 07/03/08 Ltoeoae Na 4650
W
Westwood Profealonal Services, Inc
7699 Anagram Drive
Eden Prairie, MN 55344
PHONE 952-937-5150
FAX 952-937-5872
te�TOLL FREE 14MB-937-5150
Wptvivo d
www.westwoodps.wrn
Issues aM Wsk:
PHASE TWO
LANDSCAPE
PLAN
Commission No. 75372-07230
Drawn by CEF
Checked by CEF
SHEET
20061094.01 PLP01.dwg
42. 0 42.l 1 9 1.6 1.
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6.647.08344.344L 1*4. 89. 84.O 4.811.4_ 1I. 1l:5-5.147.16.044.643.4 4
IS 4fi.746. 98.744 �3_3.743I.8 *4.2 41.88.946.8 47.3 47.3 47.l %.9 16.2 8.l 13. 8 8 42.O
I 8.2 4.944.543.442.942.943.143.8 4.58.38.78.58.38.344.843_9 ti.Il.42,-2-1
I 43 .7 .0 43 . fi 43.1 i . s 42.2 �2.9.41_at3.3�T 4j 643.4 43.3 42.942.2 1.7 1.
1 1.643.142. 4 42.9 42.2 1.0 1.9 1.1 42.9 42.7 42.5 42.4 42 341 2 t2�ist1 - -_
fi
i . a 42.1 42.0-1 7
L ---7T
PHOTOMETRIC PLAN - TOP OF PARKING RAMP
SCALE. 1"= 40'
Luminaire Location Summary
LumNo
Label
Z
Orient
1
B
30
270
2
B
30
270
3
B
30
270
4
B
30
270
5
B
30
270
6
A2
30
5
7
WM
18
180
8
B
30
5
9
WM
18
180
10
WM
18
180
11
A2
30
5
12
B
30
90
13
B
30
5
14
A2
30
90
15
A2
30
90
16
A2
30
90
17
A2
30
90
18
A2
30
95
19
B
30
90
20
B
30
90
21
B
30
90
22
B
30
90
0.0 0.0 0 . + . 0.0 0.0 +0.0 10.0 +o n
0 .0 0 .0 %0.
0 0 .0 0.0 0.0 0.0 0.0 +0_0
0.0 0.0' -
0.0 0.0 0.0
0.0 0.0 0'.0
0.0 0.0 +m
0.0 0.0 0.0
0.0 0.0 0.0 0
0.0 0.0 0.6 0
0.0 0.0 +0.0 � +0.
+0.0 0.0 0.0 1 0.
+0.0 +0.0 +0.0 10.
0.0 +0.0 0.0 10.0
_ / -
L 0 1 0�2 0 �L -0.3 -0�6 �_4 0.4 0.4 0�5 Q..7 0.7 0.4 0,3 0-.3. 0.3 0.4 0.4 0 3 0.2 0.2 0.2 +0.3 0.3 0.2 0_2 0.2 0.3 0.4 0.3 0.2 0.1! 0.1
+ + + + + + + + + + + + + + i + + + + + + + + + + + + -�--_ + + + + +I +
0.2 0.3 0.8 1.3 2.1 2'.2 1.4 1.0 1.0 1.7 2L6 2.6 1.6 1.0 0.7 0.5 0.9 0.9 0.6 0.5I 0.5 0.5 0.7 0.7 0.4 0.3 0.5 0:5 0.� - +1- 0.8 0.4 0. 0.2
+ + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + +
0.4 0.8 1.9 3.3 5._8 5.9 3.4 2.4 2.6 3.7 6.4 6.4 3.6 2.2 1.4 1.9 3.1 ',3.5 2.5.5 1.2 1.6 2.4 2.3 1.4 1.0 0.8 1.7 3.0 3.7 3.1 1. 0. 0.3
0.�-_%6 3.6 5.7 10.0$10.1 5.7 3.8 4.2 5.8 10.2$10.2 5.6 3.7 2.7 3:.56.9 4:8 3.2 2.9 3.8 6.2 6.0 3.9 2.3 2.3 3.4 5.8 " 6. 3 3 1.7 0.7
+ +7.0 + + - + + 4 +� 5+ + + + + $ +
0.8 1.9 4.8 4.4 7.-5:�.4 3.4 4.6 6.7 6.6 4.4 3F3 3.�\ 9.17 6.9 4.9 4.7 6.0 10.4$9.9 5.5 3.4 3.2 3.8 +7.5 8._4 .tl-�- 3.7 2.3 0.9
4 5 2 5 7> 5.1 +7 . 0 t7 . 0 4 .4" 2. 7 2 .4 +2.7 4 .3 4. 0 4 3+. 2 +1.5 0. 6
7
+ + + ft + f +-- + + + + + + + + +
2.8 I .4 VIM 2 �`"°"7� 9 2.5 -3 . Q 3 : i' 2.0 1. 6 1.5 1.1 1 . 9 1 . 6 1.9 1.0 10.7 0.5
+2.3 t.6
2.2 .39
+1.8 5.1 GVM
0.3 0.7 0.8 0.6 +W.8 10.51 0.3 0.3
0 .2 0 .3 0 .5 0. 4 �0 .5 1 10.4 +0.2 0. 1
0.3 0.5 0.6 10.6 10. 7� '0J4 10.3 '0.2
I7
•7 6,(7
ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATION
4.
Max
+
0.5
+
1.0
+
1.8
+
1.5
+
1.
+
0'7
+
0.6
+
0.41
27.15
+3
+
I
+3.0
+
5.1
+3.8
8
1
+8.
6
7 6.I,
WM
3
INSTALL SQUARE WITH
1.5
2.2
4.3
3.8
3.2
+.8
SONOTUBE TYPE FORM
1 3. -_
FOR CONCRETE BASE.(REMOVE SONOTUBE
2.2
5.1
8.4
83
6.4
3.1
1.8
+0 8
DOUBLE LUG
o
i#4 REINF. (4 REWD)
CONNECTION
u
0 3 0 4.2 3.8 2 9 + + +3. + + + + + +
+0 +0.0 +0.0 1Q I + I +4
* � + � 09 1 !, 5 4 ,.3 3.3 3. 9 ik�4 4 : 4�� z: o � . 8 8 4 .4 4 .4 4 �s 4 .5 5.0 9.09.7 5. 6 3 . 1 !�. 6
+ � �r0.0 +0.0 0 +I +27.715.8 +X7.7+7.9 + + + + 12 +j + +
0.h� �.4.7 6.7 X7.1 6.7 5.0 4.0 4.5 6.3 *.9 8.0 X7.0 5.1 4.5 5.4 21.2 X7.9 3.9 3.3 4.2 6.2 6.7 4.8 4.1 4.9, $ 3 1 LL 1.6JQ .7 0.4
0.0 0.1 0.0 0.0 -_--- - 8.8 9.2 > 4.3 5 2 9 �8 7 6.3
rl�
0.1 . l 0 .2 0 ;I 3 _ r� 9.2 7J 4 +47-3 5 2 8 .2� j$ 4� 9. 0 6.2
T T
5.4 2.6 2.1 1.8 1.0 +0 A8 0.4 0.2
V3 5.0 +� . 3 1. 0 0. 6 D!� 10.2 +0.1
1 11 11 1-14 t]6 tie 2'+1
^y
+ + + + + +13
jF + + + + + + + + + + + + + + + + + + + + + + + + +;//.
+ +0
+ + + +
0.1 0.2 0.3 0.5 .8 1.9 2 2� 3�.2I 3. 3.2 2 51 .4 6.7 8.6 9.4 8.6 6.7 4.5 5.1 +7.3 8.9 8.8 X7.9 5.9 4.8 6.1 8.1 9.0 8.7 6.8 4.4 3.4 4.8 27.1 8.6 8.5 X7.1 �.5 1 .2/ 1. 0.7 0.5x3 0.1 0.1
0.1 (5.2 0.3 0. 1 1 .1 3.8 6.1 21.0 X7.1 5.6 3.8 2.8 3.1 4.7_ 6.5 6'j.6
+ VVH++ + + + + I I+
0.1 + + �.2 0.3 0. 1 .4 5. X + 8.0 4. �+ ++ +26't 2 �4.4 4 1
+ 3.8 +3 9 +5.2 6.
+ +3.2 +3 1 +3.7 4.
5'9 4.4`
4 3 3.3
ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATION
4.
Max
�IJ9
Avg/Min
15.0
UGHT POLE
t7
9
9.1
EMU
5.4 2.6 2.1 1.8 1.0 +0 A8 0.4 0.2
V3 5.0 +� . 3 1. 0 0. 6 D!� 10.2 +0.1
1 11 11 1-14 t]6 tie 2'+1
^y
+ + + + + +13
jF + + + + + + + + + + + + + + + + + + + + + + + + +;//.
+ +0
+ + + +
0.1 0.2 0.3 0.5 .8 1.9 2 2� 3�.2I 3. 3.2 2 51 .4 6.7 8.6 9.4 8.6 6.7 4.5 5.1 +7.3 8.9 8.8 X7.9 5.9 4.8 6.1 8.1 9.0 8.7 6.8 4.4 3.4 4.8 27.1 8.6 8.5 X7.1 �.5 1 .2/ 1. 0.7 0.5x3 0.1 0.1
0.1 (5.2 0.3 0. 1 1 .1 3.8 6.1 21.0 X7.1 5.6 3.8 2.8 3.1 4.7_ 6.5 6'j.6
+ VVH++ + + + + I I+
0.1 + + �.2 0.3 0. 1 .4 5. X + 8.0 4. �+ ++ +26't 2 �4.4 4 1
+ 3.8 +3 9 +5.2 6.
+ +3.2 +3 1 +3.7 4.
5'9 4.4`
4 3 3.3
ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATION
4.
Max
�IJ9
Avg/Min
15.0
UGHT POLE
t7
9
9.1
3.
I
27.15
+3
+
I
+3.0
+
5.1
+3.8
8
1
+8.
6
®
5.4 2.6 2.1 1.8 1.0 +0 A8 0.4 0.2
V3 5.0 +� . 3 1. 0 0. 6 D!� 10.2 +0.1
1 11 11 1-14 t]6 tie 2'+1
^y
+ + + + + +13
jF + + + + + + + + + + + + + + + + + + + + + + + + +;//.
+ +0
+ + + +
0.1 0.2 0.3 0.5 .8 1.9 2 2� 3�.2I 3. 3.2 2 51 .4 6.7 8.6 9.4 8.6 6.7 4.5 5.1 +7.3 8.9 8.8 X7.9 5.9 4.8 6.1 8.1 9.0 8.7 6.8 4.4 3.4 4.8 27.1 8.6 8.5 X7.1 �.5 1 .2/ 1. 0.7 0.5x3 0.1 0.1
0.1 (5.2 0.3 0. 1 1 .1 3.8 6.1 21.0 X7.1 5.6 3.8 2.8 3.1 4.7_ 6.5 6'j.6
+ VVH++ + + + + I I+
0.1 + + �.2 0.3 0. 1 .4 5. X + 8.0 4. �+ ++ +26't 2 �4.4 4 1
+ 3.8 +3 9 +5.2 6.
+ +3.2 +3 1 +3.7 4.
5'9 4.4`
4 3 3.3
+5.0
ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATION
4.
Max
�IJ9
Avg/Min
6.2
UGHT POLE
+-
2 6.0
+4
3.
I
I
+3
9
1
'4.4
+3.0
+
+5.0
ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATION
+1.t.
Max
/10 GROUND WIRE TO UGHT FIXTURE
Avg/Min
+3.7
UGHT POLE
5
2 6.0
+4
.1
3 .
Top of Parking Ramp
BASE PL0E COVER
10.6
+3.0
/6 BARE COPPER
�+4�2
+3.8
+ + +0
+ + ! +
5. `8 4. 9 3.0/ 1. 8 l. l 7 0. 0. 2' 0 ./1 0. 1
0 .0 3.2 2 . + . 5 /+0.9� +0 3� 0 .2 +d .1 +0.1
+ + + + + + + + + 1 + + + + + + + + + + + + + + + + �' + +
0.12 0.3 0.5 1 .2 5. 8. 1 7.72.17 2:9 3.4 5.1 4.7 4.8 3.5 3.2 3.3 3.6 5.4 5.1 5.2 3.7 3.4 3.7 3.9 6.0 5.7 4.9 3.7 3.4 3.7 5.2 5.1 5.4 3.2 .5 1. / 0 +.5 +0.30.2 +0.1 +0.1
' A2 _ _
0 0.3 0.5 + + +8
+8
+6
+ + + + + + + + + + + + + + + + +2
+ + + + 10 +
U 0. 2.1 4. 9 vt7 . 4 8. 6 8.5 6. 8 4. 4 3 .1 3.4 5. 0 8 .1 8.2 6 3 7 4. 0 �5 8 .19 (*T 9 4. 6 4. 5 7 9. 6 . 9 �. 9 4.6 tl 7 9. 0 6 2. 1 4 . 7 0. 2 0. 1 0.1
0 1 4� + + �+ + 1 J44
+ 1 +1 + + -�+-� } +++++0.2 0.3 0.5 .0. 1.8 3.2 5 .821,9' 2.3''. 3.q , 6.9 4.0 2.9 3.0 4.1 X7.4 9.0 6.3 4.0 2.9 3.3 4.3 X7.9 5.1 3.7 3.1 3.9 5.9 8.2 .0 3.� 2. 1.0 0.5 0 3 0.2 0.1 0.1 0.0
2 2 _ ---- -�
20
+ 1. - - 2.5 2. 4 2.3 1.7 1_.5 1.6 2.4- 4B8 3. 6 2.1 1 . 4 1. 4 2.2 3 7 4 -X3__22-0_ 1_3 4 2 4 3 9
+2 a--- 1.8 1-_3 1. 9 3. 0 1 2 0 1 0
1- _ 1 0 _ 1_ 0.0
+ + + + + + +1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
0.1 0.1 0.2 0.3 .5 0.7 1.0 1.2 .1� 0.8 0.9 1.0 1.4 1.6 1.2 1.0 0.7 0.7 0.8 1.2 1.4 1.0 0.8 0.7 0.7 0.7 1.2 1.3 0.8 0.8 0.7 0.7 0.9 1.2 1.0 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.4 0.4 0.6 0.6 0.5 0.4 0.4 0.3 0.4 0.5 0.5 0.5 0.3 0.3 0.3 0.4 0.5 0.5 0.4 0.3 0.3 0.3 0.4 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0
,0W+E - - JVD is -
+ + 10 + + + + + + + '0 + + + + + + +- + + + + + + +-----+ + + + + + + + + + + + + + + + +
0.0 0.1 .1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 .3 0.3 0.3 0.3 �:3- 6:3 0.2 0. 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0
"THIS POLE FOOTING DETAIL IS TYPICAL, FOR INFORMATIONAL PURPOSES ONLY;
ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATION
WITH CONSIDERATION TO ACTUAL REQUIRED SEISMIC, SOIL, WIND LOAD CONDITIONS, ETC.
Max
/10 GROUND WIRE TO UGHT FIXTURE
Avg/Min
GROUND LUG INdDE POLE
UGHT POLE
OPPOSITE HANDHOLE
9.9
PROVIDE BUSHINGS
2.39
ON CONDUITS
Top of Parking Ramp
BASE PL0E COVER
10.6
1• FORMED CHAMFER
/6 BARE COPPER
(HAND TROWEL EDGE NOT ACCEPTED)
GROUND 'MRE IN
ANCHOR BOLTS (4 REO -D)
1/2• PVC CONDUIT
WITH TWO NUTS EACH.
(D
®
3
INSTALL SQUARE WITH
SINGLE
36000
0.750
PARKING LOT.
ySEAMLESS
Revision: Date:
SONOTUBE TYPE FORM
FOR CONCRETE BASE.(REMOVE SONOTUBE
GRADE LEVEL
AFTER CONCRETE SETS, RuenNIsH, NO PAINT)
CADWEID OR
-/3 RES 016. O.C.•
DOUBLE LUG
o
i#4 REINF. (4 REWD)
CONNECTION
m SPACE EVENLY
x
_U
Fy
CONDUITS (PVC) SCH 40 WITH
W
COPPER CLAD3•
0
CLEAR LONG SWEEP ELBOWS
Z
GROUND ROD
24•
^ /^Q
I..L I..L
Z
• ALL RESTEEL GRADE 60, ASTM A615
W Q
DIMENSION SCHEDULE
2
-X-Teo
QCn
Y=3'-0•
2-2' 0•
CONCRETE SHALL BE 4,000 PSI
O 28 DAYS WITH 6% AIR ENTRAINMENT
TYPICAL LIGHT
POLE BASE DETAIL
NTS
SITE LIGHTING PHOTOMETRIC PLAN
SCALE: t•=40'
o�
�o
-
O
ISOMETRIC VIEW
Calculation Summary
Label
Avg
Max
Min
Avg/Min
Max/Min
General Parking
5.73
9.9
2.4
2.39
4.13
Top of Parking Ramp
4.86
10.6
1.3
3.74
8.15
Luminaire Schedule
Symbol
Qty
Label
Arrangement
Lumens
LLF
Description
Pole Material:
7
A2
BACK -BACK
110000
0.750
Techlight #VBLAEIBAI-1000W-MH-TYP5 - Pole #RTP27
Vertical
Concrete Base:
12
B
SINGLE
110000
0.750
Techlight #VBLAJIBBI-1000W-MH-TYP3 - Pole #RTP27
(D
®
3
WM
SINGLE
36000
0.750
Techlight #VBMAJIBBI-400W-MH-TYP3 - Wall Mtd at 18'
General Notes
A. Perimeter, type III, fixture optics are
to be directed into the site.
TARGET SITE LIGHTING SCOPE NOTES
Fixture Manufacturer:
Techlight
Fixture Side Skirts:
None
Lamp Type:
Metal Halide
Pole Material:
Steel
Lamp Wattage:
1000W
Mounting Height:
27' Pole + T Base
Lamp Orientation:
Vertical
Concrete Base:
3' High & 24" Dia.
Fixture Type:
Shoe Box
3
=m00
For Additional Lighting Information and Pricing Contact:
On -Site Lighting & Survey, LLC
PH: 763-684-1548
Project No. 7080626
Based on the information provided, all dimensions and luminaire locations shown represent
recommended positions. The engineer and/or architect must determine applicability of the
of the layout to existing or future field conditions.
This lighting pattern represents Illumination levels calculated from laboratory data taken under controlled
conditions utilizing current Industry standard lamp ratings in accordance with Illuminating Engineering
Society approved methods. Acutal performance of any manufacturer's luminaire may vary due to
Variation in electrical voltage, tolerance In lamps And other variable Heid conditions.
0)
Do
UCD
J
O N
_J
Do
M '
LID
J
rLO cc
If Z LL
O
^ , U�
VJ
z Do
IUD
04 o
N
tf„X
@ �
3
=m00
�./ /
'
(D
r r
� L
O
Revision: Date:
_U
Fy
W
0
Z
0
^ /^Q
I..L I..L
Z
W Q
t'n I --
U) O
QCn
LU
Z Z
Q
� = Z
02
M2
Project #
7080626
Contract it
Issue Date.
6/26/2008
Scale:
AS NOTED
Drawn/Checked:
SAS/SAZ
Sheet #
Rev. #
SL1
0
F
RECONVEYANCE
OF MN DOT R.O.W.
TO OWNER PRIOR
TO SITE
CONSTRUCTION
L
_L
L
0
m
CP
N
1
/ RETAINING WALL \ PRIMARY BLUFF
/ - SEE CIVIL \\ / \ /CREEK OVERLAY LINE
G�,
PHASE TWO BUILDING
120ft x 200ft
24,000 sf/flr
X 3 FLRS
72,000 sf (Ph. 2)
+88,000 sf (Ph. 1)
1 160,000 sf TOTAL
,A
PHASE ONE BUILDING '-
120ft x 200ft ~
24,000 sf/flr w
x 3 FLRS
0
72,000 sf
+16,000 sf (2 STORY LINK)
88,000 sf PHASE ONE TOTAL
I -
A
_ -- - -- - -
' - CITY TRAIL
BUILQINC,SETBACJK'
u -
- - - PBLVD"
O
WERS
OVERALL SITE PLAN - PHASE TWO
1"=50'
n
./
'-MONUMENTSI(
SEE 5/A3.1
SIGN #
Q
O
N
V— — - — — —
V
Q
SIGN # 1- EE
1
STORM WATER PON
- SEE CIVIL DRAWINGS
CITY LIFT
/STATION
0 25' 50' 100'
NORTH
SIGN # Z
SEE '
I
I
yI N h -- --, CITY TRAIL
MONUMENTSIGI�
—BUILUJ G -SETBACK
SEE 5/A3.1
— — — RECONVEYANCE OF
NG SETS �— MN DOT R.O.W.
AREA TO OWNER
-�VD.
- - POWERS BL
OVERALL SITE PLAN - PHASE ONE
1"=50'
PRIOR TO SITE
CONSTRUCTION
0 25' 50' 100'
NORTH
PHASE TWO SITE DATA
EXISTING ZONING DISTRICT: AGRICULTURAL ESTATE (A-2)
PROPOSED ZONING DISTRICT: OFFICE & INSTITUTIONAL (01)
PROPOSED USE: MEDICAL OFFICE/CLINIC
ZONING REQUIREMENTS
REQUIRED
PROVIDED
BUILDING SETBACKS
FRONT
35
feet
155 feet (Garage)
REAR
30
feet
104 feet (Garage)
SIDE
15
feet
17 feet (Garage)
PARKING SETBACKS
FRONT
10
feet*
23 feet
REAR
50
feet
46 feet
SIDE
25
feet*
25 feet
*Berm provided along Powers Blvd
SITE AREA
BUILDING SITE
449,104 S.F.
(10.31 ACRES)
STORM POND SITE
110,207 S.F.
(2.53 ACRES)
PROPOSED BUILDING AREA
160,000 S.F.
PROPOSED BUILDING HEIGHT
3 STORIES, 47'-6"
PROPOSED PARKING GARAGE AREA
174,600 S.F.
PROPOSED PARKING GARAGE HEIGHT
3 LEVELS, 38'-0"
SITE, BUILDING COVERAGE (113,818sf)
25%
SITE, IMPERVIOUS SURFACE (264,634sf)
59%
SITE, PARKING LOT COVERAGE (150,816sf)
34%
REQUIRED PARKING SPACES
MEDICAL CLINIC (6.67 SPACES PER 1,000 S.F.)
BUILDING AREA 160,000 S.F.
COMMON AREA - 19.200 S.F.
TOTAL AREA FOR PARKING 140,800 S.F.
499
SPACES PROVIDED
PARKING CALCULATION 6.67 x 140.80 = 940
413
PROOF OF PARKING
TOTAL SPACES REQUIRED
940
107
TOTAL SPACES PROVIDED
SPACES PROVIDED
520
805
PROOF OF PARKING
160
TOTAL SPACES PROVIDED
11
965
ACCESSIBLE PARKING SPACES
2
STANDARD
17
17
VAN
4
4
PHASE ONE SITE DATA
EXISTING ZONING DISTRICT: AGRICULTURAL ESTATE (A-2)
PROPOSED ZONING DISTRICT: OFFICE & INSTITUTIONAL (01)
PROPOSED USE: MEDICAL OFFICE/CLINIC
ZONING REQUIREMENTS
REQUIRED
PROVIDED
BUILDING SETBACKS
FRONT
35
feet
212 feet
REAR
30
feet
192 feet
SIDE
15
feet
77 feet
PARKING SETBACKS
FRONT
50
feet
23 feet
REAR
50
feet
46 feet
SIDE
10
feet*
25 feet
*Berm provided along Powers Blvd
SITE AREA
BUILDING SITE
449,104 S.F.
(10.31 ACRES)
STORM POND SITE
110,207 S.F.
(2.53 ACRES)
PROPOSED BWLD4NG AREA
88,000 S.F.
PROPOSED BUILDING HEIGHT
3 STORIES, 47'-6"
SITE, BUILDING COVERAGE (31,620sf)
7%
SITE, IMPERVIOUS SURFACE (194,154sf)
43%
SITE, PARKING LOT COVERAGE (162,534sf)
36%
REQUIRED PARKING SPACES
MEDICAL CLINIC (6.67 SPACES PER 1,000 S.F.)
BUILDING AREA 88,000 S.F.
COMMON AREA 13.200 S.F.
TOTAL AREA FOR PARKING 74,800 S.F.
PARKING CALCULATION 6.67 x 74.80 = 499
TOTAL SPACES REQUIRED
499
SPACES PROVIDED
413
PROOF OF PARKING
107
TOTAL SPACES PROVIDED
520
ACCESSIBLE PARKING SPACES
STANDARD
11
11
VAN
2
2
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
City Submittal
Set
07-03-08
OVERALL
PHASE ONE AND
PHASE TWO
SITE PLANS
Issues and Revisions:
City Submittal Set 07-03-08
I hereby certify that this plan,specification,or
report was prepared by me or under my direct
supervision and that 1 am a duly licensed
Architect under the laws of the State of Minnesota.
Date 07/03/08lic. No. 13041
Canmission No. 75372-07230
Drawn by AW
Checked by DM
SHEET
A2
I
F
i
1 u:I I I I I I I
I 261' 8'
A
I
11 ROOF BELOW
Y
e
N
rPH
0 B
SE ONE BUILDING
\ I I
I I
e e
ILDING AREA: 88,000 SF
nCCUPANCY
2b'W CURB CUT PER
CITY STDS
26'W CURB CUT
/ PER CITY STDS
a
0
v,
V
V
Vj
POWERS BLVD.
SITE PLAN - PHASE ONE
1"=30'
0 25' 50' 100'
NORTH
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55106-5118
PH. (651) 642-9200
FAX (651) 642-1101
rsffi
.... .................. ............... _.. _...... _..
UNITED PROPERTIES
City Submittal
Set
07-03-08
ENLARGED SITE
PLAN
PHASE ONE
Issues and Revisions:
City Submittal Set 07-03-08
I hereby certify that this plan,specification,or
report was prepared by me or under my direct
supervision and that 1 as a duly Licensed
Architect under the laws of the.State of Minnesota.
Date 07/03/08lic. No. 13041
Coamission No. 75372-07230
Drawn by AW
Checked by DM
SHEET
L I
I
POWERS BLVD.
SITE PLAN - PHASE ONE
1"=30'
0 25' 50' 100'
NORTH
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55106-5118
PH. (651) 642-9200
FAX (651) 642-1101
rsffi
.... .................. ............... _.. _...... _..
UNITED PROPERTIES
City Submittal
Set
07-03-08
ENLARGED SITE
PLAN
PHASE ONE
Issues and Revisions:
City Submittal Set 07-03-08
I hereby certify that this plan,specification,or
report was prepared by me or under my direct
supervision and that 1 as a duly Licensed
Architect under the laws of the.State of Minnesota.
Date 07/03/08lic. No. 13041
Coamission No. 75372-07230
Drawn by AW
Checked by DM
SHEET
L I
F
DIRECTIONAL SIGNS
1/211=11-011
0 1" 2' 4'
MONUMENT SIGN
1/411=11-011
CAST STONE CAP
8' HIGH CAST STONE
m
a+
4' HIGH CAST STONE
0 2' 4' 8'
TOP )F WALL _
ELEV.•948'-b'
TOP )F WALL
ELEV.=941'-b'
CAST STONE
THIRD FLOOR
ELEV.=924'-0'
e09'_0'
CAST STONE
'FLOOR
CAST STONE PIER (TYP
F CE BRICK 'A'
BRICK SOLDIER
COURSE FACE
BRICK 'A'
FACE BRICK 'C'
BRICK SOLDIER
COURSE FACE
BRICK 'C'
l•�vwo�cir�
NOTE:
SEE DRAWING I/A3.1
FOR TYPICAL NOTES
TRASH ENCLOSURE
W/GATES
FOR TYPICAL NOTES
SOUTH ELEVATION
1/1691=19-011
RECESSED
LOADING DOCK
EAST ELEVATION
1/1619=11-011
M
TOP OF WALL _
FACE BRICK IA' ELEV.=941'-b'
BRICK SOLD ER
COURSE FACE y
BRICK 'A' _ TOP OF WALL _
ELEV.•9267-b'
FIRST FLOOR
ELEV.=894'-0'
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
.m,
..............
UNITED
,D PROP ,S
City Submittal
Set
07-03-08
2'-0'
2'_0'
'
b'-0' T-0'
BUILDING 5IGNAGE
SIGN PANEL
SIGN PANEL
3' SQ ALUM. POST. (TYP.)
—
F PATIENT
PARKING
�
F DELIVERIES
COMPOSITE
F�iRVIEW
a
INTERNALLY ILLUMINATED £:,":;3
� URGENT
TOP OF WALL
a
n
f STAFF
REFLECTIVE VINYL PFIL Medical Specialty Centre
CARE
LETTERS (TYP.) SI��ECABINET CJ TENANT'A
RECESSED BRICK
a
FACE BRICK 'A'COURSE
J�' - TYP
BUILDING SIGNAGE
TENANT'B'
ELECTRICAL
OPEN/CLOSE
(POWERS BLVD SIDE) r I TENANT'C'
TOP OF WALL
(112 SF)
URGENT CARE
ELEV.=941'4'
AmalEz—
COMPOSITE
CAST STONE XXX
CAP Powers Boulevard
-v
BRICK SOLDIER
ALUM. PANEL
FACE BRICK TO 9
'
COURSE FACE
MATCH BUILDING �, 7
APPROX. GRADE (FB -A)
BRICK 'A'
8'-b'
TDP �_ L
CAST STONE
SIGN #1
SIGN #2
T ELEV=926'_6'
Y
DIRECTIONAL SIGNS
1/211=11-011
0 1" 2' 4'
MONUMENT SIGN
1/411=11-011
CAST STONE CAP
8' HIGH CAST STONE
m
a+
4' HIGH CAST STONE
0 2' 4' 8'
TOP )F WALL _
ELEV.•948'-b'
TOP )F WALL
ELEV.=941'-b'
CAST STONE
THIRD FLOOR
ELEV.=924'-0'
e09'_0'
CAST STONE
'FLOOR
CAST STONE PIER (TYP
F CE BRICK 'A'
BRICK SOLDIER
COURSE FACE
BRICK 'A'
FACE BRICK 'C'
BRICK SOLDIER
COURSE FACE
BRICK 'C'
l•�vwo�cir�
NOTE:
SEE DRAWING I/A3.1
FOR TYPICAL NOTES
TRASH ENCLOSURE
W/GATES
FOR TYPICAL NOTES
SOUTH ELEVATION
1/1691=19-011
RECESSED
LOADING DOCK
EAST ELEVATION
1/1619=11-011
M
TOP OF WALL _
FACE BRICK IA' ELEV.=941'-b'
BRICK SOLD ER
COURSE FACE y
BRICK 'A' _ TOP OF WALL _
ELEV.•9267-b'
FIRST FLOOR
ELEV.=894'-0'
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
.m,
..............
UNITED
,D PROP ,S
City Submittal
Set
07-03-08
BUILDING 5IGNAGE
(40 SF)
COMPOSITE
TOP OF WALL
ALUM. PANEL
ELEV. 949'-0'
RECESSED BRICK
FACE BRICK 'A'COURSE
J�' - TYP
BUILDING SIGNAGE
TOP OF WALL
(112 SF)
ELEV.=941'4'
AmalEz—
COMPOSITE
BRICK SOLDIER
ALUM. PANEL
'
COURSE FACE
BRICK 'A'
TDP �_ L
CAST STONE
T ELEV=926'_6'
Y
O
_
'L'
BRICK SOLDIER
_
-_ CANS,
COURSE FACE
BRICK 'A'
-
BUILDING
SECOND FLOOR
ELEY.=909 -0' -
E L EVAT { O N S
a
-
PHASE ONE
OLFIRST FLOOR
14-
ELEV•8e4'-0'
FACE BRICK'C'
Issues and Revisions:
NOTE:
BRICK SOLDIER CAST STONE- TYP
City Submittal Set 07-03-08
SEE DRAWING I/A3.1
COURSE FACE
FOR TYPICAL NOTES
BRICK 'C' CAST STONE PIER ITYP)
2
NORTH ELEVATION
A4
1/16"=1'-0"
0
8' 16'
32'
BUILDING SIGNAGE
FACE BRICK 'B'
(90 9F)
COMPOSITE ALUM.
PREFINISHE METAL
FACE BRICK 'A' RECESSED BRICK
PREFINISHED
PANEL- RTU SCREENCOPING METAL COPING
CAST STONE COURSE- TYP
TOP OF WALL
ELEV.-W'-6'
0
BUILDING SIGNAGE
I hereby certify that this plan,specification,or
TOP OF WALL
(14 SF)
-
-- -
TOP OF WALL
ELEY.=ear-b'
report was prepared by me or under my direct
ELEV.•e41'-b' -
COMF'081TE
COMPOSITE ALUM.
supervision and that 1 as a duly Licensed
ALUM. PANEL
PANEL-TYP
Architect under the State of Minnesota,
o
TOP OF WALL
PAGE BRICK 'A'
BUILDING
—
AST STONE
SIGNAGE (1125P)
TOP OF WALL _
-
SPANDREL
THIRD FLO_ORJ4
ELEV.•-926'-b'
_
GLASS
ELEV.=a24 mY
Joa R. Pa e
p13041
_
SHOWN rHus-
�
Date 01/0308 Lic. No.
.:,
. •.
TYP
e
FLOOR
-
SECOND FLOOR
--
oa o.
gkSECOND
CAST STONE ELEV. 909
ELEV.=909'-0'
'17i r. .. : '
i+ .>. `AL}. .>-. l:a..••s.
•A'.
Y: .:N. •:a .h...i•. w•.Y�S'';` ice., .1 .t.. -`•% •.d..
4:.�e...✓>, N:,: •°'Drm
byAW
Checked by DIVI
O0EJ
ll
k... .w �,;
....:�:::
,• •
ACE BRICK G
e
�,
FIRST FLOOR
FIRST FLOOR
ELEV.•8e4'-0' T
ELEV.•894'-0'
CAST STONE CANOPY
BUILDING SIGNAGE
THERMALLY -BROKEN
SHEET
FACE BRICK'C'
'URGENT CARE' (24
SF)
ALUM FRAME W/ TINTED
LOW - E GLASS (TYP)
QCAST
RECESSED BRICK
COURSE-TYP
STONE PIER (TYP)
CAST STONE BASE
i
WEST ELEVATION
A4
1/16"=1'-0'r
0
8' 16'
32'
L
F
CAST
PHASE ONE
PHASE TWO
t.aaa v �n BRICK 'A'
NOTE:
SEE DRAWING 1/A3.1
FOR TYPICAL NOTES
SOUTH ELEVATION
1/1619=11-011
0 8 16' 32
BUILDING SIGNAGE
(240 SF)
TOP OF WALL -- FACE BRICK 'B'
ELEV.•956'-6' PREFINISHED / I RECE55ED BRICK
METAL COPING r— — -- ------ — ,YCOURSE- TYP
I STOP OF WALL -
`rELEV.•931'-6' COMPOSITE ALUM.
PANEL-TYP
THIRD FLOOR SPANDREL
GLA�ELEV: 920'-0' SHOT US-
WN
1 TYP
SECOND FLOOR _
ELEv.•90S'-0' CAST S'
FACE BRICK
FIRST FLOOR
ELEv bw'-0'
RECESSED BRICK
COURSE-TYP
CAST STONE BASE
5RICK 'A' +INISHED METAL
STONE COPING:
THERMALLY - BROKEN
ALUM FRAME W/ TINTED
LOW - E GLASS (TYP.)
CAST STONE PIER (TYP)
PHASE TWO
COMPOSITE ALUM.
PANEL- RTU SCREEN
EAST ELEVATION
1 /16"=1'-0"
0 8' 16' 32
SEE DRAWING: I/A3.1
FOR TYPICAL NOTES
�2 NORTH ELEVATION
PHASE ONE
COMPOSITE ALUM. PREFINISHED METOL
PANEL- RTU SCREEN COPING
— —
BUILDING SIGNAGE 1
(14 SF)
COMPOSITE
ALUM. PANEL
BUILDING
FACE BRICK 'A' SIGNAGE.
iw —41',CAST STONE (112 SF) N W90 011 M' E
1 /16"=1'-0"
BRICK 'A'
STONE
FACE BRICK 'B'
RECESSED BRICK
COURSE- TYP
■■w�■w�l�wic■� _ _
■www■'�lem�1■a■■a�■�Im�■.n.e.�.ME
��.�
1 11 11r■a" "1■s■"a■v�a®'���al■."e;a■■■■Holm
t�Mimi
11 11 11 � 11
tt10111 11 !pqCAST
11 11 � 11®tt tt fat
STONE CANOPY
BUILDING SIGNAGE THERIALLY - BROKEN
FACE --
- -FRAMEQCAST
• -
RECE55EDB
COURSE- TYP
STONEPIER(TYP)
CAST • o
,Aft
WEST ELEVATION
1 /16"=1'-0"
WEE-WEE
BUILDING SIGNAGE
(90 SF)
PREFINISHED
METAL COPING
COMPOSITE ALUM.
PANEL-TYP
SPANDREL
GLASS
SHOWN THUS-
TYP
O 8' 16' 32
TOP OF WALL
ELEV: 948'-6' Y
TOP OF WALL
ELE V.=941'-6' Y
THIRD FLOOR
ELEVxW*-0'
FIRST FLOOR
ELEV: 894'_0'
O 8' 16' 32
.fl
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
.............................. _
City Submittal
Set
111w,lg' ei
BUILDING
ELEVATIONS
PHASE TWO
Issues and Revisions:
City Submittal Set 07-03-08
I hereby certify that this plan,specification,or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Architect under the laws of the.State of Minnesota.
Date 07/03/08lic. No. 13041
Commission No. 75372-07230
Drawn by AW
Checked by DM
SHEET
A5
F
I
r --Lr— -- 3
I I I
I � I
I I I
I
I I
I I
r ------------ ---------------
I
---------------------------------
I
I
1
I
I
DASHED INDICATES
FUTUFE PAR<IWj
LEVEL FOR PROOF I I
OF PARKING (TYP)
------------------------------------------------------- ------
I
______Tr_______________________ �r---------------------------------------- 14
11 1 1 11
--------------------------------
NORTH ELEVATION
1/1611=11-011
FACE BRICK ON
PRECAST
SPANDRALS
PRECAST COLUMNS
(TYP)
I I
; I ITE ALM DASHED INDICTES
COMPOS
FUTURE 'INL
PANEL LEVEL PR
rOF PARKIN% (TYP)
---------------------------------------------
-------------------------------- --- -------------------------------------—-------------
------------------I -----—---------------------------------
-----------------
-------------I ---------
I
_________________T_________________ _-__T___________r___-_-_-_-_-_-_-_-_-_-_-_-T
-------------------------------------- -------
ri
I I I I I
I I I I I_J--------
EL. = 9290'
EL. = 9180'
EL. • 9010'
EL. = 8950'
O 8 16' 32
EL. = 9290'
EL. = 9182'
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN ssloa-s11s
PH. (651) 642-9200
FAX(651)642-1101
............. ...................
City Submittal I
Set
07-03-08
— -�--_ -_
-_ ---------
---- EL. = 9010'
EL.
-------------
------------- I
--- — — ------- - EL. = 8950'
_ ______
J
BRICK SOLDIERFACE BRICK ON
COURSE PRECAST COLUMNS
(TYP) PRECAST
SPANDRALS
INSULATED GLASS SET IN
ALUM. FRAMES
s SOUTH ELEVATION
A6 1/16"=1'-0" 0 8' 16' 32
1
DASHED INDICATES i________---�--
(PROOF
LEVEL FOR
Lr
PARKING (TYP)
r------------------------------------------------------------------------------------------------------------------------------i
EL. = 9290' I __________________________________________________________________________________________________________________ ____________J
PARKING
-_________________________________________Tr________________________________________rT____________________________ ___________r�
�� �� �� ��
GARAGE
EL. = 9182'
------------------------------------------------------------------------------=------------------------------------------------
EXT E R I O R
ELEVATIONS
EL. = 9010'
_
- -
PHASE TWO
EL. =8950'
Issues and Revisions:
PRECAST COLUMNS FACE BRICK ON
PRECAST
City Submittal Set 07-03-08
(TYP)
SPANDRALS
2 WEST ELEVATION
As 1/16 V1 1 '-0" 0 8' 16' 32
I hereby certify that this plan,specification,or
I I I
report was prepared by me or under my direct
DASHED INDICATE
supervision and that am a duly Licensed
FUTURE PARKING
LEVEL FOR PROOF I I I I I I I
Architect under the laws of the State of Minnesota.
OF PARKING (TYP)
----------------------------------------------------------------------------------------------------------------
EL. =9292' 1
-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------i
------------------------------
Jon R. Pope
-
iT------�-r-----------------rr-----------------�-r-----------_'-- r-•'-----------------r-r-------------------r-----------------rr-----------------r-r-----------------�-r-----------------r-r------ri
-----------------�-1-- I I
1I I
Date 01 D3 D8
I I I I I I ------- -
I ---------4
I I 1 1 I I I I I I I I -L_____---_
EL. = 9182'
----------------------------------------------- ------------------------------- ----------------------------------------- --------------------
--
Commission No. 75372-07230
Drawn by W
17�----------------- - -----
EL. = 901f'
Checked by DM
— — —---------- ----------
J J L J L J L _J_L J L L L J a -J L _J_L _L1
SHEET
PRECAST COLUMNS FACE BRICK ON
(TYP) PRECAST
SPANDRALS
A6
NORTH ELEVATION
A6 1/16"-1'-0" 0 8' 16' 32
L
F
17 1 a oxedi
AL SPECI
POWERS BLVD
ALTY CENTRE
CHANHASSEN, MINNESOTA
CITY SUBMITTAL SET
VICINITY MAP
EXCELSIOR 0
G2
lol
494
O
41 � 312
SITEPIONEER TRAIL
LOCATION
zlz
h1RJNESOTA RIVER
• 101
cllnnslcnn
• SHAKOPEE
NORTH
SHEET INDEX
0 = ISSUED SHEET
Q = SHEET ISSUED FOR REFERENCE ONLY
PREVIOUS PACKAGE
GENERAL
W
VI
Q
G
M
M
W
N
Q
G
M
mm
Al
TITLE SHEET / MAP / DIRECTORY / SHEET INDEX
CIVIL/LANDSCAPE
Cl
EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY
C2
PRELIMINARY PLAT
<_
C3
PHASE TWO CIVIL SITE PLAN
C4
PHASE TWO GRADING, DRAINAGE, PAVING AND
EROSION CONTROL PLAN
C5
PHASE TWO UTILITY PLAN
C6
PHASE ONE CIVIL SITE PLAN
Ll
PHASE 2 LANDSCAPE PLAN
L2
PHASE 1 LANDSCAPE PLAN
SLI
PHOTOMETRIC PLANT
CONCEPT SANITARY SEWER PLAN
TRUCK TURNING MOVEMENTS EXHIBIT
ARCHITECTURAL
A2
OVERALL PHASE ONE AND PHASE TWO SITE PLAN
A3
ENLARGED SITE PLAN - PHASE ONE
'•_=
A4
BUILDING ELEVATIONS - PHASE ONE
A5
BUILDING ELEVATIONS - PHASE TWO
A6
PARKING GARAGE EXTERIOR ELEVATIONS - PHASE TWO
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN sslos-s11a
PH. (651) 642-9200
FAX (651)642-1101
City Submittal
Set
9-19-08
CITY OF CHANHASSEN
RECEIVED
SEP 1 9 2008
CHANHASSEN PLANNING DEPT
TITLE SHEET
MAP, DIRECTORY
SHEET INDEX
Issues and Revisions:
City Submittal Set 07-03-08
City Re -Submittal Set 09-19-08
I hereby certify that this plon,specification,or
report was prepared by me or under my direct
supervision and that 1 om a duly Licensed
Architect under the laws od t]helState of Minnesota.
Jon R. Pope
Date 09/19/08 Lic. No. 13041
Commission No. 75372-07230
Drawn by AW
Checked by DM
SHEET
Al
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v 2008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
1 '\ { :_ ri` ` TREE INVENTORY
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F 't t � { 7 \ + \ 8573 24 Bar Oak 8664 2i bur Oak 8/56 23" Bur Oak
Q`�kj S `\ '`i 'k i '\ 't \ 'F 'Y, F 9574 :36" Bur Oak ,..,.8665 18" Bur Oak BJSJ 19" Bur Oak
? x L, 1 F i ` t i 1 `1 j `, t 9575 28" Bur Oak 8666 26 Bur Oak 8758 2�" Bur Oak
t xg} F Bur Oak
q c t) { e i t-. l # f `" i 85]fi 21 Bur Oak A6ti/ I'llIronwood 8759 24" _.
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I et `„, {k, {`•+++ �' ,7 ` ✓ Eastern Red Cedar A6/I 10 Sugar Maple 2769 31 American Flm
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I & Iii { ♦ x t` `I `Y \\ " 8558 g" Red Oak 8111 26' Bur 0 k
i � t `i. '`�.,, \,, 8589 13., Bur Oak 86/6 I'llSlippery Elm 9768 10 B Oak
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/' ' ,, i ``, .., „' Bur Oak 8680 25 Bur Oak 8772 31 B oak
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/ f ' `\ ` ` 8592 21" Bur Oak 8683 23X American Elm 8775 31 Bur Oak
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. 8593 it"
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, 17 8594 '23 Bur Oak 8685- to Cottonwood
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%' 8595 P" 9ur Oak 6686. 10" Green and Wh'te As
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„ `, ` „8596 Bur Oak, , 6681... 12 Hackberr __... 8782 14" Eastern 0.d Cedar
„,,.., ,...-_,,,.... t , 8597 20 : Bur Oak 8688 10 Boxelder
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k 8690 23 bur Oak
'+'•+w,,,,,, 8599 lA'
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Bar 8693 39 Bur Oak
8787 10' Fodor, Red Cedar 8602 19" Nu Oak
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9]89 14 Eastern Rd Cdar
F Eastern Rd Cedar fl695 32 Red Oak
g +'" ,�""'" "`_,",, ""fJ i 8605 71, .Eastern Rd Cedar : 8696'. 21" WBIW Wal nut 8790 28 BurOak
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8794 11" Eastern Red Cedar
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5795 10" Eastern Red Cedar
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., ',\ \ \ „`, .,"`.,. i` 861 _.
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I Irr, Hetl Cedar 9/D61 15
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X690 ,'Y. 68j. 9l N
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`,� 6 .:679 \. 676 ,//
. _`. �A 'HLYS �p \ 8624 iP Bur Oak 8I13 33X" [astern Red Cedar 9801 34" Bur Oak
\e , ,.,,, ., '+.y,� t `''. " 8625 14_. .Bur Ca _8714 12 Ironwootl 8808. 28 Bur Oak
9675 \. _ _
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g`'\.. `\ "'90 s74 a, ,.,....59 .; , aA10 30•• Bur oak. _......
a _(��,�{ " R A6U 15" Bur Oak 8716 21 Bur Oak
`1, :.\ �', rIY '. .`.`,.` ''`•. (/.5{.58 ' 9628 19° Bur 9717 29 Bur Oak ......8811 10 EaaW,URd Cdar11 .
\, ,90 •\... ,+ ...,+ -,,'`T , +.._.-,.-'.926^'"-": ' ....6629 32" Bur Oak. aJ1S 33„ ...Sugar Maple _.... Bur Oak
11 5812 6
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8813 3J Amer can Elm
q�,.,656 863 23" 9ur Oak 8719: 33" Sugar Massie
\ \ ',, 896•` o » OtS 662 \\.,\,\ .. ., 5 /,,, s633 z9 lanr oak _.. aR14 z6x:Amer can Hm
i6p. \ \. , 7,E\u"",y .908 +,. \, ',. ..\+ ',.., ,,.. .\ , 8634 27 Bur Oak 8721. 39 Bur Oa k....
` ,.. \. ,., \ - Bur Oak 8815 23
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, ,, �`' .9� , q 6636 2I Ironwood 8R2 _ 33 Bur Oak S81fi 29' Bur Oak
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'' ' `, 6 ` `', "`, "a.,9 ' 8637 ll" 'Bur Oak Ri24 86 Bur Oak 8811 29'
,` ,\ '\ 694 671 'Pr'\. '"0.>. » 63. ++ \N 651 Bur Oak 8123 2 Eastern Red Cedar BUT Oak
-f(/b 9818' 30'
' 69`1" 1(¢1 \ "',, ,9 \, ':\':.N },,... 8638 21" Bur Oak R/25 26%" Eastern Red Cedar Hackberry...
8819 0'
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\ 8821 10" Amen can Elm
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8640 Rock Red Elm 8/29 28 Bur OR, _.
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\,\ 8 6''95 ''...._-..'9' 668,.,....,., 94� ice+ $9 . 8822 31°..... Bar oak
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\ 9 '` eaz4 to 667.. 8825 10" Basswood
8 9 8733: 22 Bur One 6^33 \9696 Il \ 666 L, ,, \ q \ , 1., I _s6a4 14 BurOak \% 42 , `',i 64 6. ` % 8645 25" Bur Oak 8734. 19 .Sugar Ma pie Bas Outk
8826 11'
o y. + ' \ \ i, . ' ` 864fi 1 Eastern Red Cedar 8735 29" Bur Oak 8821 34 Bur Oak _.
i t, `, 'V \ },_ ,\, }. 50.3 :y, `., ` 8647 1R" 'Red Oak R>36' 22" Bur Oak 8828 14" Ironwood
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3 8648 17 Bur Oak
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8649 14 Bur Oak
\ � }��{/.p, _ 8650 1P� .Bur Dak ftJ39' 19 Bur Oak R834 10
,\'\ " 636, \`, 64o `�`,��`'' G 8651 10,Amen can Elm 8740' 24 Isar oak As8933 11 As pen
.. 0 ... \ ,."...., _."`...,._ V2� .. : 8835. 14^... Eastern Rd Cdar
+ , \ 30 Bur Oak
-. 9� .- Bur O k AJ41
8 8652 23 a
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,, ,a. �+,..\ \ `.,_ +,,, \ ., 96. �� A',+ Oy `., F, s6s3 z6 ear oak a74z zs ew oak __
8 9I 11
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592 . ., "'",., '�Q; 603' ' " 8655 42V Red Oak 8144 26 Sugar Maple
\, `\ ,. 593 '',, `',. '/Y•. 6 _"...,, " .,,. ` ... ,'.i 8539. 1 as sswpoe
..`\ ,..., '�` 4}. ",, -...., 8656 '.49% :Basswood 8]45 ]0" Eastern Rd Cdar ..8838 18X 51 PPe.y Elm...
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J 959 ,w „ '- ..i6.... y,4' ' "_ N A6v 30 0.d Oak 8146: 10 [astern Rd Cdar _.
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615 8841 33' Bur Oak
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�$�, 5$8.. _._ ' 6ue88... .,."_ 894' . . o 0
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8]48 11 Eastern.. Cedar
8842 24 Bur Oak
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to ., y(�4. 1 ,_.* v>$ x z 8fi61 20" Rd Oak 8]50..... 26 bur Oak
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W" it", "'9599 ,..
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v 2008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
1 '\ { :_ ri` ` TREE INVENTORY
'i d
`'+ , , ' g i L , l, r } ,
a 5 {
S 'i `; , \ { # s; PI.N2 236 TYPE P� - TYPE PT, ND. 29 TYPE
{ + , ', l 1 T NO. DIA
F 't t � { 7 \ + \ 8573 24 Bar Oak 8664 2i bur Oak 8/56 23" Bur Oak
Q`�kj S `\ '`i 'k i '\ 't \ 'F 'Y, F 9574 :36" Bur Oak ,..,.8665 18" Bur Oak BJSJ 19" Bur Oak
? x L, 1 F i ` t i 1 `1 j `, t 9575 28" Bur Oak 8666 26 Bur Oak 8758 2�" Bur Oak
t xg} F Bur Oak
q c t) { e i t-. l # f `" i 85]fi 21 Bur Oak A6ti/ I'llIronwood 8759 24" _.
8760 14'
x `, i `, i � II t`i F �� �,, { 4% ,k 8578 28' Bur Oak 8669 11 Sugar Maple 8761 31' Bur Oak
9577 12' Bar Oak z B668 29
ar
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f i , \, `t BSJ9 2fi" bur Oak 8610 13' Eastern ao Rd Cedar 8762 10' Eastern Red Cedar
Y' Bur Oak Amer an Elm 6163 26" Bur Oak
8580 I S6A 10 c
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i 4 Y,gq{
! ++ tt'`,. 7{ I •. \`Y `S?,,. I1, @\r\ i,\ 8584 16" BarEr,tOankRed Cedar 8673 31X' 8675 30% Hackberry 8766 11 Red Oak
\ \ t ; \ \.. 9595 21 Bur Oak 8614 20 Bur Oak 9]66 ill Red Oak
I et `„, {k, {`•+++ �' ,7 ` ✓ Eastern Red Cedar A6/I 10 Sugar Maple 2769 31 American Flm
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9586 ' tlur Oak 8678 10 American Elm SAO 26. Rd0 k
I & Iii { ♦ x t` `I `Y \\ " 8558 g" Red Oak 8111 26' Bur 0 k
i � t `i. '`�.,, \,, 8589 13., Bur Oak 86/6 I'llSlippery Elm 9768 10 B Oak
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M , Eastern Red Cedar 86/9 16 American Elm
/' ' ,, i ``, .., „' Bur Oak 8680 25 Bur Oak 8772 31 B oak
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/ ., \ 7 i
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8591 23" Bur Oak 8fi82 21X American Elm 8114 13 Eastern Ree
/ f ' `\ ` ` 8592 21" Bur Oak 8683 23X American Elm 8775 31 Bur Oak
q { \ \ ::+
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. 8593 it"
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, 17 8594 '23 Bur Oak 8685- to Cottonwood
\ , _.....
{ h 9780 31" Bur Oak
%' 8595 P" 9ur Oak 6686. 10" Green and Wh'te As
.�, ", � - y Sibeuan Elm
„ `, ` „8596 Bur Oak, , 6681... 12 Hackberr __... 8782 14" Eastern 0.d Cedar
„,,.., ,...-_,,,.... t , 8597 20 : Bur Oak 8688 10 Boxelder
`\ \ ...
!..
"4. 8598 1
3' BUT Oak 8689 11 9ur Ca
fl/A3' 12" Siberian-Eim
y..
' 8184 1J" Ea, ter , Retl Cedar .,,,,.'" �,,,,+,, � -,,..+ Bur Out
k 8690 23 bur Oak
'+'•+w,,,,,, 8599 lA'
»
t
">. 8785 ll' E [ nftd Cedar
t 8600 I/" B O k
8691 2S Bur OaB
,9
+.,•+R"' \. 8> 6 10' Eastern Red Cedar
To 9 3 Bur Oak R
a^" is A rc ,an H fl6 2 2
..i.., 20„"' \e,. �} j `` 8601
Bar 8693 39 Bur Oak
8787 10' Fodor, Red Cedar 8602 19" Nu Oak
«,.
,p^ I i B86DD34 ; Bur Oak. 8694 10 Amen Canllm 8788 17Eastern Red Cedar
A" 3
9]89 14 Eastern Rd Cdar
F Eastern Rd Cedar fl695 32 Red Oak
g +'" ,�""'" "`_,",, ""fJ i 8605 71, .Eastern Rd Cedar : 8696'. 21" WBIW Wal nut 8790 28 BurOak
4 8,,a ,
i ., , ,\ 11 8608 19" Si ben an Elm
,
\ t \, '".,. 8609 28" .Bur Oak M1b9N,., 11 (Aspen 8192 14" Eastern Red Cdar
}@ ,
'ra 'rl ` fes`', '\ `"'' I i 8510 130" Eastern Red Cdar 8699- 11 Aspen 9793 14" Eastern Rd Cedar
\ y
\ 8611 10" Eastern Rd Cdar 8700 10 Aspen
8794 11" Eastern Red Cedar
10" [astern Rd Cedar 8601 12 As n
5795 10" Eastern Red Cedar
.. `,` ,' 8612 Pe _....
'4 ,9
+ 1 Bur Oak 8102 26 Bur Oak
9]96 12" Eastern Rd Cedar
} ``,\ `' ' 8613 9
4,
i _ ....
\
R79] 10" Eastern Red Cedar
66 , i 4 9" Bur Out 6703 9 Bur Oak
., ',\ \ \ „`, .,"`.,. i` 861 _.
9 \..11 , 9798 10 Eastern Red Cedar
\ I 97D4. D Bur Dak
NI 11
O ,9 \ -, '`',.. 8615 fl Eastern Red Cedar
Y
aJ99 10° sl er em
N .fl 8616 12' Eas
t+rn RM Cedar A/OS 22 9ur Oak PP Y
\, , 8618 12" Eastern Red Cedar 8]07 24 Bur Oak 8801 11 Basswood
'''\ ♦ , , , \ „ Hackberry
\ A 6 Red Oak 8900
I Irr, Hetl Cedar 9/D61 15
6$3
'*., ', `-,, \+ 8619 10" [astern Red Cedar 8]08' 11" 'American Elm ,8802 Y4" Ironwood
I
. \ . , AA03 34" 'Basswood
6$2 Ue Red Cedar 8]09 0" Maple .,., .. •., .8620 R P
t
6a
Ni. 8804 12 -American Elm
89.7 4
.,.. .\ ^,♦ '.,, 4.,. '-, 6`77 `:. ``. \.. �6 8621 :21 Bur Oak silo I Breen and While Ash
'9 *+. 9
_. as s n .Amerman Elm
.. -, •. 8111 :Eastern Red Cedar
..
`. \ :' 8622 IR" Bur Oak
X690 ,'Y. 68j. 9l N
11 1. I. '`. 6 N 1 " ....sane sox" vonwood...
" ,. '` ', 8623 20 Bur Oak 5]12 D : [astern Red Cedar
`,� 6 .:679 \. 676 ,//
. _`. �A 'HLYS �p \ 8624 iP Bur Oak 8I13 33X" [astern Red Cedar 9801 34" Bur Oak
\e , ,.,,, ., '+.y,� t `''. " 8625 14_. .Bur Ca _8714 12 Ironwootl 8808. 28 Bur Oak
9675 \. _ _
., - ` `,, ., QQ ,\ 8626 11" Bur Oak 9715 44X Bur Oak 88W 32" Bur Oak
g`'\.. `\ "'90 s74 a, ,.,....59 .; , aA10 30•• Bur oak. _......
a _(��,�{ " R A6U 15" Bur Oak 8716 21 Bur Oak
`1, :.\ �', rIY '. .`.`,.` ''`•. (/.5{.58 ' 9628 19° Bur 9717 29 Bur Oak ......8811 10 EaaW,URd Cdar11 .
\, ,90 •\... ,+ ...,+ -,,'`T , +.._.-,.-'.926^'"-": ' ....6629 32" Bur Oak. aJ1S 33„ ...Sugar Maple _.... Bur Oak
11 5812 6
\. F ,. _.
11:9 ,
8813 3J Amer can Elm
q�,.,656 863 23" 9ur Oak 8719: 33" Sugar Massie
\ \ ',, 896•` o » OtS 662 \\.,\,\ .. ., 5 /,,, s633 z9 lanr oak _.. aR14 z6x:Amer can Hm
i6p. \ \. , 7,E\u"",y .908 +,. \, ',. ..\+ ',.., ,,.. .\ , 8634 27 Bur Oak 8721. 39 Bur Oa k....
` ,.. \. ,., \ - Bur Oak 8815 23
5 ` `' »"', 7, ,0,60""
, ,, �`' .9� , q 6636 2I Ironwood 8R2 _ 33 Bur Oak S81fi 29' Bur Oak
, 9 \
\ ....,-. \ 8 4 , ,\ O A E _.. " Bur oak..
'' ' `, 6 ` `', "`, "a.,9 ' 8637 ll" 'Bur Oak Ri24 86 Bur Oak 8811 29'
,` ,\ '\ 694 671 'Pr'\. '"0.>. » 63. ++ \N 651 Bur Oak 8123 2 Eastern Red Cedar BUT Oak
-f(/b 9818' 30'
' 69`1" 1(¢1 \ "',, ,9 \, ':\':.N },,... 8638 21" Bur Oak R/25 26%" Eastern Red Cedar Hackberry...
8819 0'
,. ,
'\ ,.,\ Pt1 I ., __. .,,\ ,.,\ `.,'� \ .., D ...8639 21" Bur Oak 8R8 ___. 29 .Bur Oak Bur Oak.
\ \ 65
(� 8820 2]'
\ 8821 10" Amen can Elm
,
B ♦
669`
8640 Rock Red Elm 8/29 28 Bur OR, _.
\ 11"
` 8 ``ay�.bV 5641 22' Bur Ob 8730 8 Eastern Red Cdar
\,\ 8 6''95 ''...._-..'9' 668,.,....,., 94� ice+ $9 . 8822 31°..... Bar oak
�®ss \
\ 's `` \ ` 648 ..." 8642 20" Bur Dak 8>3L 2P' Bur Oak 8823 10" Slippery Elm
\ \
'`\\ '\ \8 90`...,. \, \\ '\ t, ''+ + ✓" _. 8643._ 20" Bur Oa k.... 8732 26" Bur Oak Basswood...
\ 9 '` eaz4 to 667.. 8825 10" Basswood
8 9 8733: 22 Bur One 6^33 \9696 Il \ 666 L, ,, \ q \ , 1., I _s6a4 14 BurOak \% 42 , `',i 64 6. ` % 8645 25" Bur Oak 8734. 19 .Sugar Ma pie Bas Outk
8826 11'
o y. + ' \ \ i, . ' ` 864fi 1 Eastern Red Cedar 8735 29" Bur Oak 8821 34 Bur Oak _.
i t, `, 'V \ },_ ,\, }. 50.3 :y, `., ` 8647 1R" 'Red Oak R>36' 22" Bur Oak 8828 14" Ironwood
fit. t ?. \., \ , _.
m T
Z
,� 8829 14° Ironwood
i
9 ,
, "• `'` ''t + 873] 10 Eastern Rd Cedar
3 8648 17 Bur Oak
: \ ,. 638 ` _..
,z , ,
,
, ., 9832 10 Aspen
635�f/p, \ _ p
"'+ 619 , , 8738 13 Eastern Red Cedar
3 ,
8649 14 Bur Oak
\ � }��{/.p, _ 8650 1P� .Bur Dak ftJ39' 19 Bur Oak R834 10
,\'\ " 636, \`, 64o `�`,��`'' G 8651 10,Amen can Elm 8740' 24 Isar oak As8933 11 As pen
.. 0 ... \ ,."...., _."`...,._ V2� .. : 8835. 14^... Eastern Rd Cdar
+ , \ 30 Bur Oak
-. 9� .- Bur O k AJ41
8 8652 23 a
8 , \
.. 9 .. z I 8836 15 Eastern Rd Cedar
,, ,a. �+,..\ \ `.,_ +,,, \ ., 96. �� A',+ Oy `., F, s6s3 z6 ear oak a74z zs ew oak __
8 9I 11
r.8837 "I Rd Oak
8 \
'\ '`'\ \ ''8 .' .` �(�� "61,6... /• 8654 26 'Bur Oak 8749 1fl .Bur Oak
592 . ., "'",., '�Q; 603' ' " 8655 42V Red Oak 8144 26 Sugar Maple
\, `\ ,. 593 '',, `',. '/Y•. 6 _"...,, " .,,. ` ... ,'.i 8539. 1 as sswpoe
..`\ ,..., '�` 4}. ",, -...., 8656 '.49% :Basswood 8]45 ]0" Eastern Rd Cdar ..8838 18X 51 PPe.y Elm...
6 a, ."
O
8T,ra "�........ ',.. ,. ..._ '" _ ..... .,.., �S �� 8840 19 Bur Oak
J 959 ,w „ '- ..i6.... y,4' ' "_ N A6v 30 0.d Oak 8146: 10 [astern Rd Cdar _.
P
615 8841 33' Bur Oak
,. -:.... 86"-_. -... ,--......,. I e64J a Eastern Rd Cedar _.. _..
' :`, ,,, a.. ..... _,. ... -�. .,..... ._„ ,... � efi58 13........ Amen can Elm _
�$�, 5$8.. _._ ' 6ue88... .,."_ 894' . . o 0
1.11, 9659 lo" Hackberry
8]48 11 Eastern.. Cedar
8842 24 Bur Oak
fY-11 .. 11
8j �" �" � �'- '�-�" �'�"""` � Z 8660 13%" Amen can Elm 1-18149 34 Bur Oak 8843 1]" Bur Oak __. _...
602..._ . ,,.,.,
'B ""•,: ,,..... .... __ 8844 14 _ Eastern Red Cedar
to ., y(�4. 1 ,_.* v>$ x z 8fi61 20" Rd Oak 8]50..... 26 bur Oak
I - ... ..... ,,....:.... F�8 g N Z
t '„8 583 • .. ¢_�pB E611 4•. ..8662 35 Rd Dak.. 8]51 to Eastern Rea cedar.
,,...TTS'" ... < CA
P 3tLPpp7� /�
`.,,,.-._.,.' S 58� „ _ .. { m f- 8663 16" Bur Oak 8]52 30 Bur Oak _.
W" it", "'9599 ,..
05 "I , a Dak
`^`, - ._, _. \ \ J 8153....... 28 B__. _....
.......9582:,.. ill 872 ... ,.. 92fi ".876 z a
RIM= 877.87
RE=872.40
STO-��STO
/
8" IE N=848.61
I
5T0 S;
RIMr878.01
18" IE 3=840.10 BL
F 0OWERS
18" IE E=840.00 V
sro -4----sro
\
.3
w,.
.A
�EX
�EX. 16% 16" CROSS
RIM=877
-STp-
\\^\\\
-
16"..13,V_
I
Outlot A, BUTTERNUT RIDGE ADDITION, according to the recorded
plat, thereof Carver County, Minnesota.
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
1'
11111
UNITED PROPERTIES
Chanhassen
Fairview
Medical i 1 Center
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Preliminary Plat
Submittal
07/03/08
I I hereby cal that this plan was prepared by mem under my
direct supervi®m and that I am a duty tiEmeed LAND SURVEYOR
undo the laws of the State of Minna k.
Mark R Salo
Ate 09/ 5/08 IIll Na 'iii
W
winsn rood Professltxkal Sendcesl Inc.
7699 Anagram Drive
Eden Prairie, MN 55344
PHONE 952-937-5150
FAX 952-937-5672
TOLL FREE 1-988-937-5150
YYestwood www.werivroodps.Wm
Issues and Rusoos
0981508 PER CITY COMMENTS
EXISTING
CONDITIONS &
TOPOGRAPHIC
SURVEY
Commission No, 75372-07230
Drawn by -
I'L...LJ Is.. -
I SHEET
20061094.01EXP01.dwg
STO-��STO
Sro
5T0 S;
sro -4----sro
\
w,.
COAT
t
COAT
_...__..x
A
-SWAT
WA
,..
..
16 X 8
,. ...
...
-
-
...
... ... ._
...
),11,CER
-
-
X 8a1P'
... .
_...
,..,
_
_iw".
-
- -
LEGEND
General Notes
O
BUSH/SHRUB
-;'FT
STREET LIGHT
-GAS-
GAS LINE
Existing utility information provided by MNDot drawings dated 2/14/06
CONIFEROUS TREE
I
GUY WIRE
-not
POWER OVERHEAD
Zell
DECIDUOUS TREE
r02
POWER POLE
-PUG-
POWER UNDERGROUND
_AIL
WETLAND
❑E
ELECTRIC BOX
-sora-
SANITARY SEWER
0
STEEL/WOOD POST
0E
ELECTRIC METER
-sro-
STORM SEWER
SIGN-TRAFFIC/OTHER
0
ELECTRIC MANHOLE
-roll-
TELEPHONE OVERHEAD
-
SIGN- 7RAMC/OTHER
®
ELECTRIC TOWER
-1
CABLE TV
RE
MAIL BOX
®s
SANITARY MANHOLE
-TUG-
TELEPHONE UNDERGROUND
t �
HANDICAPPED STALL
co
SEWER CLEANOUT
O
SOIL BORING
G
PERC TEST
®
BEEHIVE CATCH BASIN
®
WATER MANHOLE
MN
MONITORING WELL
®
CATCH BASIN
wQ
WELL
®
CABLE TV BOX
(11
FLARED END SECTION
❑s
CURB STOP BOX
ix
CURB & GUTTER
B17ZIMINOUS SURFACE
- WAT-
WA7ERMAIN
eellllIlllIl���
-v
ACCESS CONTROL
GUARDRAIL
CONCRETE SURFACE
R
GAS METER
-,.j_,i
DECIDUOUS TREE UNE
1�:.•=
I}
GRAVEL SURFACE
C>a
GATE VALVE
X
FENCE LINE
6)
STORM MANHOLE
41
HYDRANT
-A-RESTRIC7ED
ACCESS
❑T
TELEPHONE BOX
m
WATER METER
o Denotes
Iron Monument Set
0
TELEPHONE MANHOLE
NH
HAND HOLE
0'
50' 100' 150'
ReDenotes
Iron Monument Found
15�
TRAFFIC CONTROL BOX
-�-
TRAFFIC LIGHT
NOT
FOR CONSTRUCTION
Qi Denotes
Cast Iron Monument Found
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
1'
11111
UNITED PROPERTIES
Chanhassen
Fairview
Medical i 1 Center
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Preliminary Plat
Submittal
07/03/08
I I hereby cal that this plan was prepared by mem under my
direct supervi®m and that I am a duty tiEmeed LAND SURVEYOR
undo the laws of the State of Minna k.
Mark R Salo
Ate 09/ 5/08 IIll Na 'iii
W
winsn rood Professltxkal Sendcesl Inc.
7699 Anagram Drive
Eden Prairie, MN 55344
PHONE 952-937-5150
FAX 952-937-5672
TOLL FREE 1-988-937-5150
YYestwood www.werivroodps.Wm
Issues and Rusoos
0981508 PER CITY COMMENTS
EXISTING
CONDITIONS &
TOPOGRAPHIC
SURVEY
Commission No, 75372-07230
Drawn by -
I'L...LJ Is.. -
I SHEET
20061094.01EXP01.dwg
TI A
VVI
44
(o�,00P)
10 '43
Nwy° 312 ��
SOUTH QUARTER CORNER
SEC. 23, TwP. 116, RGE. 23 - A
t SOUTH LINE OF SEC. 23,
I/ter- L.i
523.27 \ TWP. 116, RGE 23 S89 °58'27"W 2177.55
'/ i le 19.9
- �- ,
NORTH LINE OF OUTLOT A, _-I
--- -------BUTTERNUT - --_I 59 o BUTTERNUT RIDGE ADD177ON
L3°
16 -- 1Q "^ DELINEATED�� /
WETLAND I
®571°33'13 �-• / I
,SURVEY LINE OF
POND PER PLAT
I
g
Ivv
Lo
�1 pi 20' SANITARY-,_ _ / • \
_0 o SEWER EASEMENT /)
,
'j'
/ OUTLOT A
rn
® / ``-POND ELEV. 899.1 PER /
1 OT 1 PLAT OF BUTTERNUT 4,487,987 sf R "
r� 1� / RIDGE ADDITIONS /SOf °25 57 E
oc103.03 ac 139.74
® L3 / . _ /
359,669 sf
8.26 ac
20' DRAINAGE
UTILITY EASEMENT
rd
2.574 ..,, ...:./
A WOAD 51,623 sf /
'� rn 1036 .. 1.18 ac
loo
10-3.6_ _ ro
436.2
75,911 sf
3 1.74 ac n l l I
e TT r'
0
I o
O SOUTH LINE OF OUTLOT A,
9p 2201.5 BUTTERNUT RIDGE ADDITION
SOUTHWEST CORNER OFIOUTLOT I \
A, BUTTERNUT RIDGE kiDDITION I 1 \ S89035'13"E 2625.01 I 1
' I 1
I \
60�
60 \
C3It
Legal Description
That part of Outlot A, BUTTERNUT RIDGE ADDITION, according to the recorded plat thereof, Carver County,
Minnesota, except that portion lying within Minnesota Department of Transportation Right -of -Way Plat No.
10-20 according to the recorded plat thereof.
To be platted as FAIRVIEW CHANHASSEN MEDICAL CENTER.
0' 150' 300' 450'
NOT FOR CONSTRUCTION
- NORTH LINE OF THE N 1/2 OF
THE NE 1/4 OF SEC. 26, TWP.
116, RGE 23
N87033'46"W N81 °5526"►y
,-146.58 -, 298.24
m 2008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-116'
I I
� I I
S89°53'00"E 514.19 C.B. = S10°11'54"E
I A = 17 3932"
+--- L= 195.97
R= 635.83 I
I /1
o \ A = 37°5927" I 1
O , L= 237.58 I _
-
--- R= 358.31 ,
\ ; 1° 6 I
R� AtiI
fro wry")• - - -I
co �' A = 9051'320
I
-- L= 216.52 I
- R= 1258.30 \ \ y
� J
r /
I F \ n° /
,>tjS =04044'58"
/
L- 120.22 /
R= 467° 00_--�
--- l S39050121"E / /
-�` 16.32 /
I\\\-SURVEY LINE OF \'��`� - 52° '3 3"
EXISTING POND
I 1 R= 192.00
<S12°44'39"W
1 8.44
\ ln` N89034'34"E l \
150.00
N89034'34"E 479.23
CN op O C4 O /
Z 2 Z / ILI
N 03434 "E 633, 0 J000
\
N89°3f'34"E
N
No
77 967H STREET
- - - - - - -
I I I I I I
� N
oq
N �
�Jn-��I-rl�n� o�
L I ?�
J �
� O
W
/
J
Development Summary
Total Site: 114.21 acres
BUSH/SHRUB
0
STREET LIGHT
110,369 sf
GAS LINE
Outlot B: 1.74 acres
2.53 ac
PROPOSED RIGHT OF WAY DEDICATION
to A
Road: 1.18 acres
V
a
Building Setbacks: See Site Plan
DECIDUOUS TREE
Parking Setbacks: See Site Plan
POWER POLE
Lot dimensions are rounded to the nearest one
hundreth of a foot and areas are
r4
'-N84°00'50"E 419.47'
r--
as required, typically easements will
�11���L-
and ponding areas.
m 2008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-116'
I I
� I I
S89°53'00"E 514.19 C.B. = S10°11'54"E
I A = 17 3932"
+--- L= 195.97
R= 635.83 I
I /1
o \ A = 37°5927" I 1
O , L= 237.58 I _
-
--- R= 358.31 ,
\ ; 1° 6 I
R� AtiI
fro wry")• - - -I
co �' A = 9051'320
I
-- L= 216.52 I
- R= 1258.30 \ \ y
� J
r /
I F \ n° /
,>tjS =04044'58"
/
L- 120.22 /
R= 467° 00_--�
--- l S39050121"E / /
-�` 16.32 /
I\\\-SURVEY LINE OF \'��`� - 52° '3 3"
EXISTING POND
I 1 R= 192.00
<S12°44'39"W
1 8.44
\ ln` N89034'34"E l \
150.00
N89034'34"E 479.23
CN op O C4 O /
Z 2 Z / ILI
N 03434 "E 633, 0 J000
\
N89°3f'34"E
N
No
77 967H STREET
- - - - - - -
I I I I I I
� N
oq
N �
�Jn-��I-rl�n� o�
L I ?�
J �
� O
W
/
J
Development Summary
Total Site: 114.21 acres
BUSH/SHRUB
Lot 1, Block 1: 8.26 acres
STREET LIGHT
Outlot A: 103.03 acres
GAS LINE
Outlot B: 1.74 acres
CONIFEROUS TREE
PROPOSED RIGHT OF WAY DEDICATION
GUY WIRE
Road: 1.18 acres
POWER OVERHEAD
Building Setbacks: See Site Plan
DECIDUOUS TREE
Parking Setbacks: See Site Plan
POWER POLE
Lot dimensions are rounded to the nearest one
hundreth of a foot and areas are
rounded to the nearest 0.01 acre.
WETLAND
Drainage and Utility Easements will be provided
as required, typically easements will
include 10 feet adjacent to public right of ways
and ponding areas.
Existing Zoning:
STEEL/WOOD POST
Agricultural Estate District
ELECTRIC METER
M
a
BUSH/SHRUB
STREET LIGHT
-GAS-
GAS LINE
CONIFEROUS TREE
r-
GUY WIRE
-Pori-
POWER OVERHEAD
DECIDUOUS TREE
.0'
POWER POLE
-PuG-
POWER UNDERGROUND
WETLAND
ELECTRIC BOX
-sAnt-
SANITARY SEWER
0
STEEL/WOOD POST
ELECTRIC METER
-sTG-
STORM SEWER
SIGN-TRAFFIC/OTHER
Qe
ELECTRIC MANHOLE
-Tort-
TELEPHONE OVERHEAD
-�
SIGN-TRAFFIC/OTHER
®
ELECTRIC TOWER
-CTV-
CABLE TV
RAKI
MAIL BOX
Qs
SANITARY MANHOLE
-nIG-
TELEPHONE UNDERGROUND
HANDICAPPED STALL
co
SEWER CLEANOUT
O
SOIL BORING
G
PERC TEST
®
BEEHIVE CATCH BASIN
Qw
WATER MANHOLE
Mw
MONITORING WELL
®
CATCH BASIN
Ow
WELL
Q
CABLE TV BOX
®
FLARED END SEC77ON
❑s
CURB STOP BOX
CURB & GUTTER
BITUMINOUS SURFACE
-WAT-
WATERMAIN
v-
ACCESS CONTROL
GUARDRAIL
..•.,a t.;
CONCRETE SURFACE
I
GAS METER
I✓.J-T
DECIDUOUS TREE LINE
L ..�:,,.
GRAVEL SURFACE
Da
GATE VALVE
X
FENCE LINE
:
STORM MANHOLE
-�5
HYDRANT
RESTRICTED ACCESS
0
TELEPHONE BOX
I
WATER METER
SETBACK
Q
TELEPHONE MANHOLE
HN
HAND HOLE
O Denotes
Iron Monument Set
®
TRAFFIC CONTROL BOX
TRAFFIC LIGHT
9 Denotes
Iron Monument Found
Denotes
Cast Iron Monument Found
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108.5118
PH. (651) 642-9200
FAX (651) 642-1101
f s
UNITED P O .. R I E S
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
I hereby cat fy tba thla ptm was prepaed by ate or mda my
diced mpervWm and that I = a duty Bcemed LAM 5MVRYOY
uaaa the laws of the Sbft of Minuaww
Mork R Selo
Date 09/05/08 Liomae Na 43933
W
Westwood Profeslonal Services, Inc.
7699 Anagram Drtm
Eden Prairle, MN 55344
PHONE 952-9315150
FAX 952-937-5672
Westwood
TOLL FREE 1 -MB -937-5150
� estwood www.westwoodpsjwn
Issues and Rel6oa
09415M PER CITY COMMENTS
PRELIMINARY
PLAT
Commis*n No. 75372-07230
Nwn by -
Checked by -
SHEET
C 2
20061094.01PPP01.dwg
NOTE:
PUBLIC 10' WIDE BITUMINOUS TRAIL
TC) RF e]nNSTRIICTFn W/QITF�
PHASE TWO PARKING GARAGE \ \
3 LEVELS \ \
1 ® GRADE \ \ \
2 STRUCTURED \ \
443 PARKING STALLS \ \
2 LEVEL PROOF
480 OUTLOT A
+288 BUILDING SETBACK LINE \ \ \ \
731 TOTAL STALLS
o a PARKING SETBACK LINE
_ -------- - - ���� J
a
PI) I
\\� STORM SEWER EASEMENT I I�
N \ / PATIENT
\\ \ Ir RETAINING WALL PICKUP/DROP OFF tet/
RETAINING WALL I I ' /
I
° r- - - - - - _ TRUCK DOCK
W% CO17 _ PAVEMENT
\ AT -GRADE
DELIVERY
I
\ ° 1 DELIVERY [Tfl u I I t LA
° ACCESS §" I
5
1
44.8'
I
00
6^
10.E
M
N
CONNECT TO
EXISTING BITUMINOUS TRAIL
PHASE TWO BUILDING
120ft x
200ft
I 24,000
sf/flr
1 x
3 FLRS
72,000
sf (Ph. 2)
1 26' +88.000 sf (Ph. 1)-
160,000
-160,000 sf TOTAL
1 (TYP •)
FFE =
894.3
It
M
U 9.0' C6
(TYP.) N
\ M DOT,-
- -LINE rYP.
LOT 1
PHASE ONE BUILDING
120ft x 200ft
MnDOT DESIGNATION
24,000 sf/flr
BLOCK 1
x 3 FLRS
PROPERTY LINE
72,000 sf
R1-1
+16.000 sf (2 STORY LINK)
HANDICAP ACCESSIBLE
88,000 sf PHASE ONE TOTAL
-
FFE = 894.3
VC)
r Q' of
26.0'
(TYP.)
-
-
-
TRAI;
PROPOSED
PROPERTY LINE
- ' Site Legend
SIZE
MnDOT DESIGNATION
S.1
STING
PROPOSED
- -
PROPERTY LINE
30"
R1-1
LOT LINE
HANDICAP ACCESSIBLE
12"
-
SETBACK LINE
......... _. ._--------
S.3
EASEMENT LINE
-
X
CURB AND GUTTER
R8-38
------ -
DO NOT ENTER
POND NORMAL WATER LEVEL
X
30"
RETAINING WALL
S.5
BEGIN ONE WAY
x x
FENCE
30"
R6 -X1
CONCRETE PAVEMENT
KEEP RIGHT
24"
CONCRETE SIDEWALK
30"
134-7
HEAVY DUTY BITUMINOUS PAVEMENT
HAZARD MARKER
18"
NORMAL DUTY BITUMINOUS PAVEMENT
18"
68
NUMBER OF PARKING STALLS
RIGHT TURN LANE
Q
TRANSFORMER
30"
E
SITE LIGHTING
RIGHT LANE MUST TURN RIGHT
T
TRAFFIC SIGN
30"
R3-6 (R/L)
POWER POLE
PEDESTRIAN CROSSING
°
BOLLARD / POST
..(TYP, )
El Site Details
t
N
T
l
II R V
I I ,
y
77
2 h
10.6,
12
12
/
/
1 B612 CURB & GUTTER
2 8618 CURB & GUTTER
3 MOUNTABLE CURB & GUTTER
4 D418 CURB & GUTTER
5 BITUMINOUS CURB
6 INTEGRAL CURB AND WALK
7 CONCRETE CROSS GUTTER
8 ENTRANCE THRU CURB AND GUTTER
9 PRIVATE CONCRETE SIDEWALK
10 PEDESTRIAN CURB RAMP
11 ACCESSIBLE DROPPED PEDESTRIAN RAMP
12 CROSS WALK STRIPING
13 TEMPORARY BITUMINOUS CUL-DE-SAC
14 TRAFFIC ARROW
15 PAINTED STOP BAR AND STOP SIGN POST BASE
16 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING
17 PRECAST CONCRETE WHEEL STOP
18 TYPE 3 BARRICADE
19 BOLLARD
20 PAVEMENT SECTIONS
21 BITUMINOUS TRAIL
J Z"
PROJECT
MONUMENT
SIGN =
® 2008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
General Site Notes
1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD
PROFESSIONAL SERVICES.
2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS
SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO
EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE
ENGINEER SHOULD BE NOTIFIED IMMEDIATELY.
3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.
4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING
UNLESS OTHERWISE NOTED.
5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND
LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS.
6. ALL CURB RADII ARE SHALL BE 4.0 FEET (TO FACE OF CURB) UNLESS
OTHERWISE NOTED.
7. ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWISE NOTED.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING
TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,
DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF
TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE
APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC
CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.
9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH
THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING
CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES.
11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING
PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.
Signage and Striping Notes
1. PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF
10' WIDE BITUMINOUS TRAIL PAINT. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS
AS SHOWN IN WHITE (TWO COATS).
2. ACCESSIBLE PARKING PROVIDED PER ADA CODE. CONTRACTOR SHALL PAINT
t ALL ACCESSIBLE STALLS, ACCESSIBLE LOGOS AND CROSS HATCH ACCESSIBLE
LOADING AISLES WITH BLUE PAVEMENT MARKING PAINT (TWO COATS).
3. ALL SIGNS SHALL INCLUDE POST, CONCRETE FOOTING AND CASING WHERE
REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS NOT
t PROTECTED BY CURB.
4. ALL STOP SIGNS SHALL INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE
PAINT (TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4'
FROM CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL
TRANSITION BETWEEN LANES TO THE CURB.
5. ALL SIGNS SHALL BE BE PLACED 18" BEHIND THE BACK OF CURB UNLESS
OTHERWISE NOTED.
I
I
I I
I � RETAINING WALL I
/ I
OUTLOT B
/ I
/ I
/ � I
/ STORM WATER POND \
/ N WL= 866.6
-- HWL-870.5- ----
-------
...
0
0
LIFT STATION
Sign Legend (Refer to MnDOT Details)
REFERENCE
SIZE
MnDOT DESIGNATION
S.1
STOP SIGN
30"
X
30"
R1-1
S.2
HANDICAP ACCESSIBLE
12"
X
18"
R7 -8M
S.3
NO PARKING
12"
X
12"
R8-38
S.4
DO NOT ENTER
30"
X
30"
R5-1
S.5
BEGIN ONE WAY
24"
X
30"
R6 -X1
S.6
KEEP RIGHT
24"
X
30"
134-7
S.7
HAZARD MARKER
18"
X
18"
X4-2
S.8
RIGHT TURN LANE
30"
X
30"
R3 -X1
S.9
RIGHT LANE MUST TURN RIGHT
30"
X
30"
R3-6 (R/L)
S.10
PEDESTRIAN CROSSING
30"
X
30"
W11-2
S.11
YIELD
24"
X
24"
R1-2
0' 50' 100' 150'
NOT FOR CONSTRUCTION
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST- PAUL, MN 55108.5118
PH. (651) 642-9200
FAX (651) 642-1101
�tm4�
UNITED PROP ERTIES
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
I hereby certify that this plan wee prepared by me or under my
direct supervision and that I am a duly licensed PROFESSIONAL
IiNG NEER under the laws of the State of hfinnesotn
Ryan M Hdsftm
Datc 09/05/08 Ltomm 1aa 45898
W
Westwood Professional Services, Inc.
7699 Anagram Drive
Eden Prairie, MN 55344
PHONE 952-937-5150
FAX 952 -937 -SM
���©y���� TOLL FREE 1-988-937-5150
�tLY11W{a www.westwoodps.com
Isles and Ro6ons:
09105/08 PER CIN MMMEWS
PHASE TWO
CIVIL SITE PLAN
Commission No. 75372-07230
Drawn by LAT
Checked by RME
SHEET
C3
20061094.01SPP01.dwg
xx
H
® 2008 Westwood Professional Services, Inc.
Coll 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
i / Mn. Toll Free 1-800-252-1166
/ t` Grading Notes
r { t {
' t,1` }_. ''', •t } 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS
t a SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
i { h ( '• SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION.
i r t THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE
`•-, FOUND.
2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS
' AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS,
TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY
ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS.
3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF
F "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE
/ f> ,, `^, ``•, ! �.. RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF
MINNESOTA.
4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL
-� AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND
OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF
ESTABLISHMENT.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING
o TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL
" w SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE
NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE
- FIC CONTROL DEVICES SHALL CONFORM
.. 9
TO APPROPRIATE MNDOT STANDARDS.
`.,
6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESSOTHERWISE
' "''N, INDICATED ON THIS SHEET.
§9 7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND
\.,
PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS
WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING
9l0 \ GRADES.
9�2
SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER
9le 9N� "'� s FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED
i SURFACE GRADE.
` •> � " ^- ' 9. SEE GEOTECHNICAL REPORT
FOR PAVEMENT THICKNESSES AND HOLD DOWNS
& \9
10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS
est \\ 904 928 AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE
9 CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER
ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.
e 9
` \ \
q
♦ ' JO 9'0 9' 11. CONTRACTOR SHALL PROVIDED A STRUCTURAL RETAINING WALL DESIGN
N� CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER.
12 L POLLUTANT DISCHARGE ELIMINATION SYSTEM ( PDE )
\ ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES
• `°"'-- -...._ - INCLUDING THE NATIONAL N S
PERMIT REQUIREMENTS.
r(p
88`'•. RETAINING WALL 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT
MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE
s ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH
sN FULLY -LOADED TANDEM -AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF
2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF
THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE
8 EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN.
,STORM. WATERS°POND 896 9ov 906 0�
`� a NWL'=.$66.6., 14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING
AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY
OWL=870.51 METHOD AS OUTLINED IN MNDOT 2105.31`1 AND THE REQUIREMENTS OF THE
8 890 • GEOTECHNICAL ENGINEER.
•
mei 888 894
15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR
\ 88 2 " 8a4 PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF
7 " THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.
4 .... 0
� . _.. 878 ,
1 "ems` 875 16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT
—� H 7z GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING
UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE
858.. GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE
GEOTECHNICAL ENGINEER.
ROCK CONSTRUCTION ENTRANCE
PROPERTY LINE
EXISTING PROPOSED
— —
_
INDEX CONTOUR
X982
INTERVAL CONTOUR
;.._
CURB AND GUTTER
•.._ ...... ..... ...
POND NORMAL WATER LEVEL
,. - - -
SILT FENCE
.........
STORM SEWER
®
FLARED END SECTION (WITH RIPRAP)
r- ......................
WATER MAIN
_..;;,._.._.............._ ►
SANITARY SEWER
TURF REINFORCEMENT MAT
X91•ao
SPOT ELEVATION
1.50%
FLOW DIRECTION
-01
_
- ; .
TOP AND BOTTOM OF RETAINING WALL
E.O.F.
i
>
-44-0
EMERGENCY OVERFLOW
85.00
}
SOIL BORING LOCATION
OO
INLET PROTECTION
i
_
t
= F
F
%c
t
F
.
i U3
z
i
}
= ;
a
H
® 2008 Westwood Professional Services, Inc.
Coll 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
i / Mn. Toll Free 1-800-252-1166
/ t` Grading Notes
r { t {
' t,1` }_. ''', •t } 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS
t a SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
i { h ( '• SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION.
i r t THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE
`•-, FOUND.
2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS
' AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS,
TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY
ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS.
3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF
F "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE
/ f> ,, `^, ``•, ! �.. RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF
MINNESOTA.
4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL
-� AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND
OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF
ESTABLISHMENT.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING
o TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL
" w SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE
NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE
- FIC CONTROL DEVICES SHALL CONFORM
.. 9
TO APPROPRIATE MNDOT STANDARDS.
`.,
6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESSOTHERWISE
' "''N, INDICATED ON THIS SHEET.
§9 7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND
\.,
PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS
WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING
9l0 \ GRADES.
9�2
SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER
9le 9N� "'� s FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED
i SURFACE GRADE.
` •> � " ^- ' 9. SEE GEOTECHNICAL REPORT
FOR PAVEMENT THICKNESSES AND HOLD DOWNS
& \9
10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS
est \\ 904 928 AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE
9 CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER
ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.
e 9
` \ \
q
♦ ' JO 9'0 9' 11. CONTRACTOR SHALL PROVIDED A STRUCTURAL RETAINING WALL DESIGN
N� CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER.
12 L POLLUTANT DISCHARGE ELIMINATION SYSTEM ( PDE )
\ ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES
• `°"'-- -...._ - INCLUDING THE NATIONAL N S
PERMIT REQUIREMENTS.
r(p
88`'•. RETAINING WALL 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT
MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE
s ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH
sN FULLY -LOADED TANDEM -AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF
2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF
THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE
8 EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN.
,STORM. WATERS°POND 896 9ov 906 0�
`� a NWL'=.$66.6., 14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING
AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY
OWL=870.51 METHOD AS OUTLINED IN MNDOT 2105.31`1 AND THE REQUIREMENTS OF THE
8 890 • GEOTECHNICAL ENGINEER.
•
mei 888 894
15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR
\ 88 2 " 8a4 PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF
7 " THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.
4 .... 0
� . _.. 878 ,
1 "ems` 875 16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT
—� H 7z GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING
UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE
858.. GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE
GEOTECHNICAL ENGINEER.
ROCK CONSTRUCTION ENTRANCE
Grading Legend
PROPERTY LINE
EXISTING PROPOSED
— —
980—
INDEX CONTOUR
X982
INTERVAL CONTOUR
;.._
CURB AND GUTTER
•.._ ...... ..... ...
POND NORMAL WATER LEVEL
,. - - -
SILT FENCE
.........
STORM SEWER
®
FLARED END SECTION (WITH RIPRAP)
r- ......................
WATER MAIN
_..;;,._.._.............._ ►
SANITARY SEWER
TURF REINFORCEMENT MAT
X91•ao
SPOT ELEVATION
1.50%
FLOW DIRECTION
-01
- ; .
Grading Legend
Erosion Control Notes
1. SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND
LOCATIONS WHERE STORM WATER RUNOFF MAY LEAVE THE SITE, PRIOR TO ANY
EXCAVATION/CONSTRUCTION ACTIVITIES.
2. ROCK CONSTRUCTION ENTRANCE WILL BE INSTALLED AT ALL CONSTRUCTION
ENTRANCES.
3. SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE
RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE
PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY
TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED CATCH
BASIN INSERTS, ROCK CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET,
AND SILT FENCE. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE
THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER.
THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS
REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER
MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT
PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR
EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE
REMOVED AFTER EACH RAIN AFFECTED AREAS SHALL BE CLEANED TO THE
SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL
TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR
AFTER THE TURF IS ESTABLISHED.
4. CONTRACTOR SHALL INSTALL TEMPORARY INLET PROTECTION (WIMCO OR
EQUIVALENT) AROUND ALL CATCH BASIN GRATE INLETS, AFFECTED BY THIS
CONSTRUCTION.
5. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE
RESTORED WITH SEED AND MULCH, SOD, WOOD FIBER BLANKET OR BE HARD
SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.
6. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR
WOOD FIBER BLANKET IS REQUIRED.
7. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND
DEBRIS. STREET SWEEPING SHALL BE COMPLETED DAILY.
0' 50' 100' 150'
NOT FOR CONSTRUCTION
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
+2-
r
UNITED PRO P ERT�k:
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
I hereby cu fy t1w this plan was prepared by me m under my
direct supervieim and that I am a duly li®aed PROPESMNAL
RNONEM under the laws of the State of Minnoota
Ryan M- E&ftom
Date 09/05/08 Licmae No. 45M
W
Westwood Profesional Services, Inc
7699 Anagram Drive
Eden Prairie, MN 55344
PHONE 952-937-5150
FAX 952 -937 -SM
����� TOLL FREE I-SW937-5150
Westwood www.westwoodpLoom
Ines aid Relidom
M5108 PP.RC17COMMENT5
PHASE TWO
GRADING
DRAINAGE AND
EROSION
CONTROL PLAN
Commission No, 75372-07230
Drawn by LAT
Chwkal by RIME
SHEET
C4
20061094.01GDP01.dwg
PROPERTY LINE
EXISTING PROPOSED
— —
980—
INDEX CONTOUR
X982
INTERVAL CONTOUR
►►►
CURB AND GUTTER
-
POND NORMAL WATER LEVEL
,. - - -
SILT FENCE
.........
STORM SEWER
®
FLARED END SECTION (WITH RIPRAP)
r- ......................
WATER MAIN
_..;;,._.._.............._ ►
SANITARY SEWER
Erosion Control Notes
1. SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND
LOCATIONS WHERE STORM WATER RUNOFF MAY LEAVE THE SITE, PRIOR TO ANY
EXCAVATION/CONSTRUCTION ACTIVITIES.
2. ROCK CONSTRUCTION ENTRANCE WILL BE INSTALLED AT ALL CONSTRUCTION
ENTRANCES.
3. SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE
RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE
PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY
TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED CATCH
BASIN INSERTS, ROCK CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET,
AND SILT FENCE. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE
THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER.
THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS
REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER
MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT
PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR
EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE
REMOVED AFTER EACH RAIN AFFECTED AREAS SHALL BE CLEANED TO THE
SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL
TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR
AFTER THE TURF IS ESTABLISHED.
4. CONTRACTOR SHALL INSTALL TEMPORARY INLET PROTECTION (WIMCO OR
EQUIVALENT) AROUND ALL CATCH BASIN GRATE INLETS, AFFECTED BY THIS
CONSTRUCTION.
5. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE
RESTORED WITH SEED AND MULCH, SOD, WOOD FIBER BLANKET OR BE HARD
SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.
6. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR
WOOD FIBER BLANKET IS REQUIRED.
7. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND
DEBRIS. STREET SWEEPING SHALL BE COMPLETED DAILY.
0' 50' 100' 150'
NOT FOR CONSTRUCTION
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
+2-
r
UNITED PRO P ERT�k:
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
I hereby cu fy t1w this plan was prepared by me m under my
direct supervieim and that I am a duly li®aed PROPESMNAL
RNONEM under the laws of the State of Minnoota
Ryan M- E&ftom
Date 09/05/08 Licmae No. 45M
W
Westwood Profesional Services, Inc
7699 Anagram Drive
Eden Prairie, MN 55344
PHONE 952-937-5150
FAX 952 -937 -SM
����� TOLL FREE I-SW937-5150
Westwood www.westwoodpLoom
Ines aid Relidom
M5108 PP.RC17COMMENT5
PHASE TWO
GRADING
DRAINAGE AND
EROSION
CONTROL PLAN
Commission No, 75372-07230
Drawn by LAT
Chwkal by RIME
SHEET
C4
20061094.01GDP01.dwg
RETAINING WALL
►►►
DRAIN TILE
— — — —
RIDGE LINE
M
GRADING LIMITS
ROCK CONSTRUCTION ENTRANCE
EROSION CONTROL BLANKET
TURF REINFORCEMENT MAT
X91•ao
SPOT ELEVATION
1.50%
FLOW DIRECTION
-01
- ; .
TOP AND BOTTOM OF RETAINING WALL
E.O.F.
-44-0
EMERGENCY OVERFLOW
85.00
0 SB -19
SOIL BORING LOCATION
OO
INLET PROTECTION
Erosion Control Notes
1. SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND
LOCATIONS WHERE STORM WATER RUNOFF MAY LEAVE THE SITE, PRIOR TO ANY
EXCAVATION/CONSTRUCTION ACTIVITIES.
2. ROCK CONSTRUCTION ENTRANCE WILL BE INSTALLED AT ALL CONSTRUCTION
ENTRANCES.
3. SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE
RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE
PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY
TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED CATCH
BASIN INSERTS, ROCK CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET,
AND SILT FENCE. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE
THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER.
THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS
REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER
MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT
PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR
EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE
REMOVED AFTER EACH RAIN AFFECTED AREAS SHALL BE CLEANED TO THE
SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL
TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR
AFTER THE TURF IS ESTABLISHED.
4. CONTRACTOR SHALL INSTALL TEMPORARY INLET PROTECTION (WIMCO OR
EQUIVALENT) AROUND ALL CATCH BASIN GRATE INLETS, AFFECTED BY THIS
CONSTRUCTION.
5. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE
RESTORED WITH SEED AND MULCH, SOD, WOOD FIBER BLANKET OR BE HARD
SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.
6. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR
WOOD FIBER BLANKET IS REQUIRED.
7. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND
DEBRIS. STREET SWEEPING SHALL BE COMPLETED DAILY.
0' 50' 100' 150'
NOT FOR CONSTRUCTION
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
+2-
r
UNITED PRO P ERT�k:
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
I hereby cu fy t1w this plan was prepared by me m under my
direct supervieim and that I am a duly li®aed PROPESMNAL
RNONEM under the laws of the State of Minnoota
Ryan M- E&ftom
Date 09/05/08 Licmae No. 45M
W
Westwood Profesional Services, Inc
7699 Anagram Drive
Eden Prairie, MN 55344
PHONE 952-937-5150
FAX 952 -937 -SM
����� TOLL FREE I-SW937-5150
Westwood www.westwoodpLoom
Ines aid Relidom
M5108 PP.RC17COMMENT5
PHASE TWO
GRADING
DRAINAGE AND
EROSION
CONTROL PLAN
Commission No, 75372-07230
Drawn by LAT
Chwkal by RIME
SHEET
C4
20061094.01GDP01.dwg
D
3
C3
POSSIBLE SANITARY SEWER
FORCE MAIN ALIGNMENT
BY OTHERS
8" PVC PLUG
IE=859.1 -, , rX16 DIP P U
MH -8
RE=908.2
IE=858.6
- - - - - - - - -
_ - - PHASE TWO PARKING GARAGE \�
- - 3 LEVELS
1 ® GRADE MH-4RE=894.1
2 STRUCTURED E=878.83� I
443 PARKING STALLS FES -9A ROPOSED CjMI
2 LEVEL PROOF MH -7 MH -6 IE=888.0
480 RE=892.4 RE=893.0 RETAINING WALL RE=8 -
+288 IE=881.40 E=880.67Ir ® EE 879?60
\ 731 TOTAL STALLS CBMH-10 I -
_
\ d CBMH-11A CBMH-8 ------------CBMH- /r�t
CLI 1110'.
SAN SERVICE 18" WIM DROP MH -3
1 \ IE=885.0° W M
RE=896.7 I
1 \ 1 8 I 0 �T r: IE=872.7
° CBMH-il s. s , .<; s , „r i; '' '-`"'+ IE=857.3
SAN SERVICE G rs
ii.
1 1 I E=884.3 �. I
1i,':i
\ PHASE TWO BUILDING PHASE ONE BUILDING °cY MH -2 I
120ft x 200ft 120ft x 200ft L' RE=887.4
1 1 24,000 sf/fir 24,000 sf/fir ,aIE=856.4
1 \ 1 RD -12A x 3 FLRS x 3 FLRS
\ RD- 72,000 sf (Ph. 2) 72,000 sf
1 1 C H 1 +88.000 sf (Ph. 11 +16.000 sf (2 STORY LINK) I
1 1 160,000 sf TOTAL 88,000 sf PHASE ONE TOTAL CBMH 3
1 ! FFE = 894.3 FFE = 894.3
1
1
1
1�11
1
CBMH-24
5.
oil 111111
1111 - SIN
\\IIII�ti,
\ B H 0
B H 1 --
B H 3 _------
------nllllllllLLL
..
MH --OVER EX. SAN SEWER
EX. STUB IE=850.00
H-1
E=8
IE (E;
EXISTING CULVERT IE=8:
TO BE REMOVED ---�
EX
- LE=
------------------------------------
Ml
----- --------
MY
I I
I I
I I
I I
I I
I I
1 I
/ I
PROPOSED
RETAINING WALL
\ I
3 \
I
/ 3 Q FES -1
W/ RIPRAP STORM WATER PON\
2 / IE=866.1 NWL=866.6
J/ ^ HWL=870.5
CB H-16
° EX. �---
IE=8 5.72 EX. L62-18" PVC OCS-30
REMOVE PL G & SDR 18 0 0.40% STMH-31
CONNECT T EX. 18" PVC PLUG FES
16" DIP WM IE=839.76
CBMH-17 IFT STATION a a --
RELOCATE EX. EX. MH -18
H STA. 88+00 50 R
FROM 2ACK OF RE -8:72.4e
TCURB PER CITYN=848 61
oSTANDARD DETAIL 18" IE S=840.10
EX. 198'-8" P
I
EX. 16" B.V.
Invert
6 0.40%
o
-
Key
Utility Crossings
•
DD
DD DD -
11A
1a
RET. WALL = 892.4
908.00
890.00
12" STO = 889.9
EX. 16"x 8"
EX. UTILITY INFORMATION
DIF. - 1.2'
891.46
©
RET WALL = 892.41
•
16" B. V.
21" STO = 887.1
DATED 02/14/06
887.06
DIF. - 3.06'
EX. 8" DIP
©
30" STO = 882.54
IE=850.00
PLUG-
16" WAT = 890.88
- - - - Storm Sewer
Schedule
DIF. - 4.00'
• 3
888.00
887.02
9
CBMH
15" STO = 883.13
IO
885.80
16" WAT = 887.8
8
CBMH
DIF. - 1.75'
889.76
©
21" STO = 874.10
7
CBMH
16" WAT = 870.0
�•
883.46
DIF. - 3.77'
n
CBMH
5
898.58
®
24" STO = 871.54
5
CBMH
16" WAT = 867.7
898.50
882.37
DIF. - 3.54'
15A
RD
15
•
ELEVATIONS
NOTED FOR STORM AND SANITARY = INVERT
CBMH-5
ELEVATIONS
NOTED FOR WATER = TOP OF PIPE
I
DIF. DENOTES
CLEARANCE BETWEEN PIPES/WALL
------------------------------------
Ml
----- --------
MY
I I
I I
I I
I I
I I
I I
1 I
/ I
PROPOSED
RETAINING WALL
\ I
3 \
I
/ 3 Q FES -1
W/ RIPRAP STORM WATER PON\
2 / IE=866.1 NWL=866.6
J/ ^ HWL=870.5
CB H-16
° EX. �---
IE=8 5.72 EX. L62-18" PVC OCS-30
REMOVE PL G & SDR 18 0 0.40% STMH-31
CONNECT T EX. 18" PVC PLUG FES
16" DIP WM IE=839.76
CBMH-17 IFT STATION a a --
RELOCATE EX. EX. MH -18
H STA. 88+00 50 R
FROM 2ACK OF RE -8:72.4e
TCURB PER CITYN=848 61
oSTANDARD DETAIL 18" IE S=840.10
EX. 198'-8" P
I
EX. 16" B.V.
Invert
6 0.40%
o
EX. 16"x
16" CROSS
Up Structure I
Dn. Structure
DD
DD DD -
11A
D
11
908.00
890.00
889.80
EX. 16"x 8"
EX. UTILITY INFORMATION
11
891.46
REDUCER
TAKEN FROM MNDOT PLANS
EX.
16" B. V.
10
DATED 02/14/06
887.06
EX. 8" PVC
EX. 8" DIP
CBMH
9
IE=850.00
PLUG-
886.00
- - - - Storm Sewer
Schedule
9
Utilitv Legend
Structure
Drains To
Rim Elevation
Invert
Elev.
No. I Type
Structure No.
I Up Structure
Up Structure I
Dn. Structure
12A
RD
12
894.30
888.30
888.23
12B
RD
12
895.00
888.70
888.02
11A
CBMH
11
908.00
890.00
889.80
12
CBMH
11
891.46
887.42
887.06
11
CBMH
10
892.97
887.06
886.58
10
CBMH
9
891.94
886.58
886.00
9A
FES
9
888.00
888.00
887.02
9
CBMH
8
892.91
885.80
884.69
8
CBMH
7
889.76
884.49
883.46
7
CBMH
6
892.53
883.46
882.87
6
CBMH
5
898.58
882.87
882.37
5
CBMH
4
898.50
882.37
880.13
15A
RD
15
894.30
887.60
887.27
15
CBMH
14
890.57
887.27
885.99
14
CBMH
13
889.30
885.79
884.23
13
CBMH
4
887.80
884.23
882.69
4
CBMH
3
887.80
874.20
872.15
24
CBMH
23
894.50
891.20
889.18
23
CBMH
22
892.40
889.18
887.18
22
CBMH
21
890.65
886.78
886.06
21
CBMH
20
890.65
886.06
884.05
20
CBMH
19
889.67
884.05
879.95
19
CBMH
16
886.40
875.70
873.80
25
CBMH
19
886.65
883.00
882.74
18
CBMH
17
875.75
872.00
871.54
17
CBMH
16
875.70
871.54
871.00
16
CBMH
3
1 877.84
870.40 1
868.76
3
STMH
1
1 877.00
866.36 1
866.10
EXISTING
- -
PROPOSED
- -
PROPERTY LINE
--------
EASEMENT LINE
CONCRETE TO
SECTION A -A
CURB AND GUTTER
---- -
►------- 0
SANITARY SEWER
--------- FM .........
-FM-
SANITARY SEWER FORCE MAIN
►►
STORM SEWER
....................... �W....................
I
WATER MAIN
....................... ,................
HYDRANT
Imo}
....................... :::.......... ............_
r.4s
GAS
.......................-. ---PUG-
OUTLET
UNDERGROUND ELECTRIC
Paf
OVERHEAD ELECTRIC
....... 4' ......
nc
UNDERGROUND TELEPHONE
....................... .::........................ _
M'+
OVERHEAD TELEPHONE
.1-111111-- ...... ' :....................
FOP
TELEPHONE FIBER OPTIC
....................... .,.....................
cry
CABLE TELEVISION
NTS
►►►
DRAIN TILE
►�
GATE VALVE
FLARED END SECTION (WITH RIPRAP)
LIGHT POLE
X©
VERTICAL UTILITY SEPARATION
0' 50' 100' 150'
NOT FOR CONSTRUCTION
© 2008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
General Utility Notes
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION Al
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS
TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING
EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS
PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF
DISCREPANCIES.
2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN INSTALLATIONS SHALL
BE PER MINNESOTA PLUMBING CODE AND IN ACCORDANCE WITH THE CURRENT
EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE
INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS
PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.
3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY
FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY
WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT
FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE
ARRANGED WITH THE OWNER.
4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION
AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING
DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.
5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR
SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY
COMPANIES.
6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY
CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE
CITY. THE CITY SHALL BE NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH
THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL
NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP
ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO
SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR
UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS.
ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN
DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE
MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL
GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN
SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.
8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD
REQUIREMENTS.
9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER
MAIN CROSSINGS WITH SANITARY SEWER OR STORM SEWER.
10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS
OTHERWISE SHOWN OR NOTED.
11. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY.
12. ALL WATER LINES SHALL BE DUCTILE IRON WRAPPED IN POLYETHYLENE, CLASS
52 WITH 7.5' MINIMUM COVER. PROVIDE MINIMUM SEPARATION OF 18" FROM
SANITARY SEWER & STORM SEWER. INSULATE WATER MAIN IF LESS THAN 7.5'
OF COVER.
13. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4
INCHES OF THICKNESS.
14. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL
CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER
THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF BUILDING AND UNDER
FOOTINGS, PIPE SHALL BE PVC SCHEDULE 40.
15. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR
PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND
LARGER UNLESS OTHERWISE NOTED) WITH R-4 GASKETS, OR HDPE STORM
SEWER PIPE IF ALLOWED BY THE CITY. HDPE STORM PIPE SHALL MEET
REQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS.
SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED. PVC STORM SEWER PIPE
SHALL BE SCHEDULE 40 PIPE. FLARED END SECTIONS SHALL BE RCP WITH
TRASH GUARDS & RIP -RAP.
16. POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING
AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL
JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET
WATER MAIN DEPTH. THE ELECTRICAL ALARM SWITCH SHALL BE PART NO.
PCVS2 (OR EQUIVALENT).
17. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE
OWNER WITH AN AS -BUILT RECORD OF UTILITY CONSTRUCTION. THE AS -BUILT
SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE
PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN
WITH POST -CONSTRUCTION ELEVATIONS IS REQUIRED.
aaaa IMME.tf\�a� 91000211ami
1/4 " X 1" FLAT BAR
(ROLLED TO PROVIDE
OUTER RING)
OUTSIDE MH WALL
TO FLAT BAR = 1"
PROVIDE 4-1/2"
SS ANCHOR BOLTS
W/CLIPS
nu i un-r'ED GALVANIZED
GRATE IN 2 SECTIONS
CUSTOM
CONCRETE WEII
WITH V -NOTCH
(SEE CROSS
SECTION FOR
DIMENSIONS)
I.E.= 865.0
-#5 SMOOTH BAR
® 4" O.C. EACH WA
(PROVIDE 3-1/4" x
3-1/4" OPENING)
PLAN E=870.5
Fr- 9„
6"
6"
6 6,-0.. 1001
FILL SUMP WITH
CONCRETE TO
SECTION A -A
. X:..� ...:.
INVERT ELEVATION
NTS
ELEVATION=870.5
PQ
`
IE=866.6
OUTLET
INLET INVERT
STRU(
6'-0"
WEIR
SECTION
NTH WE
NTS
V -NI
-5"
V -NOTCH
IE=866.6
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55105-5115
PH. (651) 642-9200
FAX (6 51) 642-1101
�,
UNITED ROPERTIES
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
I hereby malty that 699 plan was prepared by me m under my
dvec[ eupervfaiva and that I = a duly lioeoeed PBOPBSSIONAL
INGlN®t under the laws of the State of Mbmeeota.
Ryan M. Edetr°aa►
Dom 09/05/08 Liemse Na 45898
W
Westwood Professlonal Services, Inc.
7699 Anagram Drive
Eden Prairie, MN 55344
PHONE 952-937-5150
FAX 952-937-5822
TOLL FREE 1488.937-5150
viest nod www.westwoodpsxom
Issues aid Reil
(005W PERCrN WMMENTR
PHASE TWO
UTILITY PLAN
Commission No. 75372-07230
Drawn by LAT
Checked by RME
SHEET
C 5
20061094.01UTP01.dwg
NOTE: \
PUBLIC 10' WIDE BITUMINOUS TRAIL
TO BE CONSTRUCTED W/SITE ---\ _
D
0
OUTLOT A \
BUILDING SETBACK LINE \ \
PARKING SETBACK LINE _
to
l
a
F
\\\ I I RETAINING WALL PATIENT
PICKUP/DROP-Ory
\ __-_-- ------ / to i �
41110
I---------- TRUCK DOCK -�
WT COIRC. PAVEMENT777
I
A y
p. G.
73.2' \ 26.0, rasan 4 I
s.l?v I
PHASE ONE BUILDING 5
J;9" " LOT 1 120ft x 200ft
\ t> BLOCK 1 x 24,000 sf3flFLRS I II + I
9 72,000 sf
\ +16.000 sf (2 STORY LINKS I I
v 88,000 sf PHASE ONE TOTAL
° FFE = 894.3- - as
o >-9 6I/ a
9 77
.0 a � ;.,.t r�. J = J
18'
-6
MNDOT 00
\ _ - E�yW-LINE -(fYP.
C�O
TR
EXISTING 101-1I.. PROPOSED _
PROPERTY LINE (TYP.)-
-
--
El Site Details
14.
J ✓1'
PROJECT
MONUMENT
SIGN
1 8612 CURB & GUTTER
2 8618 CURB & GUTTER
3 MOUNTABLE CURB & GUTTER
4 D418 CURB & GUTTER
5 BITUMINOUS CURB
6 INTEGRAL CURB AND WALK
7 CONCRETE CROSS GUTTER
8 ENTRANCE THRU CURB AND GUTTER
9 PRIVATE CONCRETE SIDEWALK
10 PEDESTRIAN CURB RAMP
11 ACCESSIBLE DROPPED PEDESTRIAN RAMP
12 CROSS WALK STRIPING
13 TEMPORARY BITUMINOUS CUL-DE-SAC
14 TRAFFIC ARROW
15 PAINTED STOP BAR AND STOP SIGN POST BASE
16 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING
17 PRECAST CONCRETE WHEEL STOP
18 TYPE 3 BARRICADE
19 BOLLARD
20 PAVEMENT SECTIONS
21 BITUMINOUS TRAIL
z2008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
General Site Notes
1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD
PROFESSIONAL SERVICES.
2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS
SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO
EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE
ENGINEER SHOULD BE NOTIFIED IMMEDIATELY.
3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.
4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING
UNLESS OTHERWISE NOTED.
5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND
LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS.
6. ALL CURB RADII ARE SHALL BE 4.0 FEET (TO FACE OF CURB) UNLESS
OTHERWISE NOTED.
7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING
TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,
DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF
TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE
APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC
CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.
9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH
THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING
CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES.
11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING
PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.
Signage and Striping Notes
10' WIDE BITUMINOUS TRAIL 1. PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF
PAINT. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS
AS SHOWN IN WHITE (TWO COATS).
2. ACCESSIBLE PARKING PROVIDED PER ADA CODE. CONTRACTOR SHALL PAINT
ALL ACCESSIBLE STALLS, ACCESSIBLE LOGOS AND CROSS HATCH ACCESSIBLE
LOADING AISLES WITH BLUE PAVEMENT MARKING PAINT (TWO COATS).
y 3. ALL SIGNS SHALL INCLUDE POST, CONCRETE FOOTING AND CASING WHERE
t REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS NOT
PROTECTED BY CURB.
4. ALL STOP SIGNS SHALL INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE
PAINT (TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4'
- FROM CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL
- TRANSITION BETWEEN LANES TO THE CURB.
5. ALL SIGNS SHALL BE BE PLACED 18" BEHIND THE BACK OF CURB UNLESS
OTHERWISE NOTED.
I
I RETAINING WALL
I � I
/ I
OUTLOT B
/ I
/ � I
/ I
STORM WATER POND
NWL-866.6 .
H WL=870.5
----------------- J
0
0
LIFT STATION
I=) Sign Legend (Refer to MnDOT Details)
REFERENCE
i
MnDOT DESIGNATION
- - Site Legend
STOP SIGN
30"
EXISTING
PROPOSED
R1-1
S.2
HANDICAP ACCESSIBLE
PROPERTY LINE
X
18"
LOT LINE
S.3
NO PARKING
12"
SETBACK LINE
-- ---------
R8-38
EASEMENT LINE
=- -
30"
CURB AND GUTTER
30"
- -- -
S.5
POND NORMAL WATER LEVEL
24"
X
RETAINING WALL
R6 -X1
S.6
-X-X-
FENCE
�1
30"
CONCRETE PAVEMENT
S.7
HAZARD MARKER
CONCRETE SIDEWALK
X
O
HEAVY DUTY BITUMINOUS PAVEMENT
S.8
RIGHT TURN LANE
NORMAL DUTY BITUMINOUS PAVEMENT
X
6s
NUMBER OF PARKING STALLS
S.9
TTI
TRANSFORMER
X
30"
SITE LIGHTING
-
T
TRAFFIC SIGN
X
30"
POWER POLE
S.11
°
BOLLARD / POST
El Site Details
14.
J ✓1'
PROJECT
MONUMENT
SIGN
1 8612 CURB & GUTTER
2 8618 CURB & GUTTER
3 MOUNTABLE CURB & GUTTER
4 D418 CURB & GUTTER
5 BITUMINOUS CURB
6 INTEGRAL CURB AND WALK
7 CONCRETE CROSS GUTTER
8 ENTRANCE THRU CURB AND GUTTER
9 PRIVATE CONCRETE SIDEWALK
10 PEDESTRIAN CURB RAMP
11 ACCESSIBLE DROPPED PEDESTRIAN RAMP
12 CROSS WALK STRIPING
13 TEMPORARY BITUMINOUS CUL-DE-SAC
14 TRAFFIC ARROW
15 PAINTED STOP BAR AND STOP SIGN POST BASE
16 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING
17 PRECAST CONCRETE WHEEL STOP
18 TYPE 3 BARRICADE
19 BOLLARD
20 PAVEMENT SECTIONS
21 BITUMINOUS TRAIL
z2008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
General Site Notes
1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD
PROFESSIONAL SERVICES.
2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS
SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO
EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE
ENGINEER SHOULD BE NOTIFIED IMMEDIATELY.
3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.
4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING
UNLESS OTHERWISE NOTED.
5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND
LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS.
6. ALL CURB RADII ARE SHALL BE 4.0 FEET (TO FACE OF CURB) UNLESS
OTHERWISE NOTED.
7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING
TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,
DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF
TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE
APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC
CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.
9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH
THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING
CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES.
11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING
PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.
Signage and Striping Notes
10' WIDE BITUMINOUS TRAIL 1. PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF
PAINT. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS
AS SHOWN IN WHITE (TWO COATS).
2. ACCESSIBLE PARKING PROVIDED PER ADA CODE. CONTRACTOR SHALL PAINT
ALL ACCESSIBLE STALLS, ACCESSIBLE LOGOS AND CROSS HATCH ACCESSIBLE
LOADING AISLES WITH BLUE PAVEMENT MARKING PAINT (TWO COATS).
y 3. ALL SIGNS SHALL INCLUDE POST, CONCRETE FOOTING AND CASING WHERE
t REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS NOT
PROTECTED BY CURB.
4. ALL STOP SIGNS SHALL INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE
PAINT (TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4'
- FROM CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL
- TRANSITION BETWEEN LANES TO THE CURB.
5. ALL SIGNS SHALL BE BE PLACED 18" BEHIND THE BACK OF CURB UNLESS
OTHERWISE NOTED.
I
I RETAINING WALL
I � I
/ I
OUTLOT B
/ I
/ � I
/ I
STORM WATER POND
NWL-866.6 .
H WL=870.5
----------------- J
0
0
LIFT STATION
I=) Sign Legend (Refer to MnDOT Details)
REFERENCE
SIZE
MnDOT DESIGNATION
S.1
STOP SIGN
30"
X
30"
R1-1
S.2
HANDICAP ACCESSIBLE
12"
X
18"
R7 -8M
S.3
NO PARKING
12"
X
12"
R8-38
S.4
DO NOT ENTER
30"
X
30"
R5-1
S.5
BEGIN ONE WAY
24"
X
30"
R6 -X1
S.6
KEEP RIGHT
24"
X
30"
R4-7
S.7
HAZARD MARKER
18"
X
18"
X4-2
S.8
RIGHT TURN LANE
30"
X
30"
R3 -X1
S.9
RIGHT LANE MUST TURN RIGHT
30"
X
30"
R3-6 (RA)
S.10
PEDESTRIAN CROSSING
30"
X
30"
W11-2
S.11
YIELD
24"
X
24"
R1-2
0' 50' 100' 150'
NOT FOR CONSTRUCTION
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
r
......
UNITED $ROPER€IES
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
I hereby cetify tbat thla plan was prepared by me of under my
direct sapmvisi® and that i am a duly lirmmed PROMSIONAL
RNCINEM under the laws of the State of Minnesota
Ryan M &Wrom
Date 09/05/08 License No. 45898
W
Westwood Professional Setvlcrs, Inc.
7699 Anagram Drive
Eden Prairie, MN 55344
PHONE 952-937-5150
FAX 952-937-5822
TOLL FREE 1-888-937-5150
WeStwooc! www.westwoodpLwrr,
Issues and RMons
M150 i'6RC17 WMMENTS
PHASE ONE
CIVIL SITE PLAN
Commission No.
75372-07230
drawn by
LAT
Checked by
RME
SHEET
C6
20061094.01 SPP02.dwg
PLANT SCHEDULE
CODE QTY
85
SUM
ABM -
REO
WHO -
BUO -
GSL -
PRE -
COMMON/BOTANICAL NAME
OVERSTORY
* Sugar Maple / Acer saccharum
Autumn Blaze Maple / Acer freemanii 'Jeffer
Red Oak / Quercus rubra
* White Oak / Quercus alba
* Bur Oak / Quercus macrocarpa
Greenspire Linden / Tilia cordata 'Greenspire
Princeton Elm / Ulmus americana 'Princeton
SIZE
NOTES
- CAL. IN.
91ORNAMENTAL
* Colorado Blue Spruce / Picea pungens
7' HT., BB
CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE
ALL UNDERGROUND UTILITIES PRIOR TO
it
THT -
Thornless Hawthorn / Crataegus
crus-galli inermis
1.5"
BB
TO REMAIN ON SITE
FVB -
Fox Valley Birch / Betula nigra
'Little King'
1.5"
88
109,498 SF.
SSC -
Spring Snow Crabapple / Malus
'Spring Snow'
1.5"
BB
THAN 5:3.
PRC -
Prairie Rose Crabapple / Malus
'Prairie Rose'
1.5"
BB
NOTES
- CAL. IN.
A
0 I
7
1
3
PLANTING NOTES
LANDSCAPE DATA
CONTRACTOR SHALL CONTACT GOPHER
CBS -
* Colorado Blue Spruce / Picea pungens
7' HT., BB
CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE
ALL UNDERGROUND UTILITIES PRIOR TO
INSTALLATION OF ANY PLANT OR LANDSCAPE MATERIAL.
EXISTING CANOPY COVERAGE ON SITE -
BHS -�BlOck
Hills Spruce / Picea glauca densata
7' HT., BB
ISSUBJECTI CONDITIONS.
LDONSTAND
TO REMAIN ON SITE
ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.
WHP -ite
Pine /Pinus nigra
7' HT., BB
109,498 SF.
(20%)
ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.
CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS
THAN 5:3.
PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION)
REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.
495
SHRUBS
PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY;
TEMPORARY ONLY.
TEA -
Techny Arbovitae / Thujaoccidentalis 'Techny
6' HT., BB
48"
0. C.
STAKING OF TREES OPTIONAL; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.
MAJ -
Money Juniper Juniperus chinensis Maneyi
24" HT., #5
CONT.
36"
O.C.
MJJ -
Mint Julep Juniper / Juniperus chinensis 'Monlep'
36" SPRO ,
#5 CONT.36"
0. C.
SCJ -
Scandia Juniper / Juniperus sabina 'Scandia'
24" SPRO.,
#5 CONT. 36"
0. C.
ALC -
Alpine Currant / Ribes alpinum
24" HT., #2
CONT.
30"
0. C.
FOUR INCHES OF SHREDDED HARDWOOD BARK MULCH SHALL BE USED AROUND ALL TREES WITHIN TURF AREAS.
DBH -
Dwarf Bush Honeysuckle / Diervilla lonicera
24" HT., #5
CONT.
30"
0. C.
DKL -
Dwarf Korean Lilac / Syringa meyeri 'Palibin'
36" HT., #5
CONT.
36"
0. C.
SEEDING MIXTURES AND BROADCAST RATES REFER TO "RESTORING & MANAGING NATIVE WETLAND & UPLAND
COL -
Common Purple Lilac / Syringa vulgaria
36" HT., #5
CONT.
48"
0. C.
i
ABH -
Annabelle Hydrangea / Hydrangea arborescens 'Annabelle"
36" HT., #5
CONT.
36"
0. C.
CAD -
Cardinal Dogwood / Cornus sericea 'Cardinal'
36" HT., #5
CONT.
36"
0. C.
CAV -
Compact American Viburnum / Viburnum trilobum 'Bailey Compact'
36" HT., #5
CONT.
36"
0. C.
PRIOR TO INSTALLATON OF IRRIGATION SYSTEM. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE
SMS -
Snowmound Spirea / Spiraea nipponica 'Snowmound'
24" HT., #5
CONT.
36"
0. C.
NFS -
Neon Flash Spirea / Spiraea japonica 'Neon Flash'
24" HT., #2
CONT.
30"
0. C.
FLS -
Fire Light Spirea / Spiraea x 'Fire Light'
18" HT., #2
CONT.
24"
0. C.
1,160 SF
PERENNIALS
s
SOO -
Stella De Oro Daylily / Hemerocallis 'Stella De Oro'
2 -Year, #1
CONT
18"
0. C.
ASD -
Apricot Sparkles Daylily / Hemerocallis 'Apricot Sparkles'
2 -Year, #1
CONT
18"
0. C.
AJS -
Autumn Joy Sedum / Sedum x 'Autumn Joy'
2 -Year, #1
CONT
24"
O.C.
SAG -
Russian Sage / Perovskia atriplicfolia
2 -Year, #1
CONT
24
O.C.
BES -
Black Eyed Susan / Rudbeckia fulgida 'Goldsturm"
2 -Year, #1
CONT
18"
0. C.
KFG -
Karl Foerster Feather Reed Grass / Colamagrostis x acutiflora 'Karl Foerster
2 -Year, #1
CONT
36"
0. C.
RSH -
Royal Standard Hosta / Hosta 'Royal Standard'
2 -Year, #1
CONT
24
O.C.
FFR -
Feesays Form Ribbon Grass / Pholaris arundinacea 'Feesays Form'
2 -Year, #1
CONT
18
0. C.
RSG -
Red Switchgrass / Panicum virgatum 'Shenandoah'
2 -Year, #1
CONT
24"
0. C.
EMI -
Engelman Ivy / Parthenocissus quinquefolia var. engelmanii
2 -Year, #1
CONT
VARIES
NOTES:
QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.
OWNER RESERVES THE OPTION TO RELOCATE EXISTING CONIFERS AND DECIDUOUS PLANT
MATERIAL ON SITE AND USE FOR LANDSCAPE PLANTINGS REGARDLESS OF THE TYPE OF
SPECIES.
* DENOTES EXISTING PLANTS FOUND ON SITE TO BE USED FOR PLANTINGS.
A
0 I
7
1
3
PLANTING NOTES
LANDSCAPE DATA
CONTRACTOR SHALL CONTACT GOPHER
"ONE CALL" (651-454-0002 or 800-252-1166) TO VERIFY LOCATIONS OF
CANOPY COVERAGE DATA:
CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE
ALL UNDERGROUND UTILITIES PRIOR TO
INSTALLATION OF ANY PLANT OR LANDSCAPE MATERIAL.
EXISTING CANOPY COVERAGE ON SITE -
221,675 SF.
(40%)
LOCATION OF MATERIAL
PINSTI
ISSUBJECTI CONDITIONS.
LDONSTAND
TO REMAIN ON SITE
ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.
NOT PIAANTNG RF I I NITI
rRADNGOAND RUCTION; SFFN COMPLETED IN THE IMMEDIATE
COVERAGE REQUIREDCOVERAGE
CANOPYPROPOSED
ON SITE
109,498 SF.
(20%)
AREA.
ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR
QUOTE BY THE LANDSCAPE CONTRACTOR.
CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE
DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING.
REPLACEMENT PLANT MATERIAL SHALL ALSO HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.
ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO,
BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:
ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.
ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.
ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.
ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.
CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS
THAN 5:3.
PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION)
REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.
PLANTS TO BE INSTALLED AS PER STANDARD ANSI PLANTING PRACTICES.
PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY;
TEMPORARY ONLY.
OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS.
PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING.
WRAP ALL SMOOTH -BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.
STAKING OF TREES OPTIONAL; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.
THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING.
LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.
BACKFILL SOIL TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL
DEBRIS, AND LARGE WEEDS.
ALL SHRUB PLANTING BEDS (WITHIN SODDED AREAS) SHALL HAVE WEED BARRIER FABRIC, 4" OF SHREDDED
HARDWOOD BARK MULCH AND VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING. THE EDGING SHALL BE
PLACED WITH SMOOTH CURVES AND AT LEAST 3' FROM THE CENTERS OF EVERGREEN TREES. UTILIZE CURBS AND
SIDEWALKS FOR EDGING WHERE POSSIBLE. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD BARK
MULCH AROUND ALL TREES AND SHRUBS. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE).
ALL PERENNIAL BEDS AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" OF SHREDDED HARDWOOD BARK MULCH AND
VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING. THE EDGING SHALL BE PLACED WITH SMOOTH CURVES.
UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE.
FOUR INCHES OF SHREDDED HARDWOOD BARK MULCH SHALL BE USED AROUND ALL TREES WITHIN TURF AREAS.
SHREDDED HARDWOOD BARK MULCH 4" DEEP SHALL BE PROVIDED IN ALL PLANTING BEDS ADJACENT TO SIDEWALKS
AND DRIVEWAYS.
SEEDED AREAS TO BE MN/DOT SEED MIX 340 EXCEPT AROUND THE POND. REFER TO MN/DOT SEEDING MANUAL
2007 EDITION FOR EXACT SEED QUANTITIES, BROADCAST RATES, ACCEPTABLE SEED INSTALLATION METHODS, AND
FOR MAINTENANCE OF SEEDED AREAS. SEEDING AROUND THE POND SHALL BE PLANTED WITH BWSR SEED MIX W5
?,
(WETLAND FRINGE), AS SHOWN ON PLAN, DOWN TO THE NORMAL WATER LEVEL OF THE POND. FOR EXACT BWSR
SEEDING MIXTURES AND BROADCAST RATES REFER TO "RESTORING & MANAGING NATIVE WETLAND & UPLAND
VEGETATION' DATED JANUARY 2006. FOR MAINTENANCE OF AREAS SEEDED WITH BWSR W5 REFER TO CHANHASSEN
FAIRVIEW MEDICAL CENTER LANDSCAPE MAINTENANCE PLAN BY WESTWOOD PROFESSIONAL SERVICES.
i
ALL DISTURBED AREAS TO BE SODDED UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND
HARDY BLUEGRASS MIX. ALL SOD AREAS SHALL BE PREPARED WITH 4" OF TOPSOIL AND RAKED TO REMOVE
i
DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED.
'
SEED AREAS AS SHOWN ON PLAN WITH MN/DOT SEED MIX 330 (NATIVE MIX FOR SANDY/DRY AREAS). REFER TO
MN/DOT SEEDING MANUAL 2007 EDITION FOR BROADCAST RATES, EXACT SEEDING MIXTURES, SEASON OF PLANTING
FOR SEEDING, SEED ESTABLISHMENT METHODS, AND ALL MAINTENANCE REQUIREMENTS.
PROVIDE IRRIGATION TO ALL PLANTED AND SODDED AREAS ON SITE. NO IRRIGATION SHALL BE PLACED WHERE
MN/DOT SEED MIX 340 IS PLANTED, AS SHOWN ON PLAN. IRRIGATION WILL BE DESIGN/BUILD BY LANDSCAPE
CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL
PRIOR TO INSTALLATON OF IRRIGATION SYSTEM. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE
OBTAINED FROM THE GENERAL CONTRACTOR.
CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED
OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR.
REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE
SITE DISTURBED DURING CONSTRUCTION.
REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.
11 .. ,_4
BUFFERYARD DATA:
BUFFERYARD "B" USED IN CALCULATIONS
POWERS BOULEVARD (0.8 MULTIPLIER USED) - 720 LF.
TOTAL OVERSTORY TREES REQUIRED - 14
TOTAL UNDERSTORY TREES REQUIRED - 21
TOTAL SHRUBS REQUIRED - 35
HWY 312 (ON-RAMP) (1.0 MULTIPLIER USED) - 572 LF.
TOTAL OVERSTORY TREES REQUIRED - 12
TOTAL UNDERSTORY TREES REQUIRED - 23
TOTAL SHRUBS REQUIRED - 36
OVERALL PLANT DATA: REQUIRED PROVIDED
TOTAL OVERSTORY TREES - 26 108
TOTAL UNDERSTORY TREES - 44 94
TOTAL SHRUBS - 71 495
TREE DETAIL
SHRUB DETAIL
EVERGREEN DETAIL
LIFT STATION J 'r"'/"v' r"rA �Tw
;FFD I IMIT I INES (TYP_) SEED LIMIT LINES (TYP.)
AREA NOT TO BE IRRIGATED AREA NOT TO BE IRRIGA
c2008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
PRUNE OUT MISDIRECTED BRANCHES. LEAVE LEADERS
INTACT.
GUYING AND STAKING IS MANDATORY FOR ONE (1)
YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES:
TOP STAKES 5' ABOVE GROUND (MAX.) OR TO
FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.)
BELOW GROUND. STAKING POSTS TO BE 2"X2"
STAINED WOOD OR PAINTED STEEL DELINEATOR
POSTS. PLACE 3 POSTS EQUIDISTNAT AROUND
AND OUTSIDE ROOT BALL. SECURE TREE TO
POSTS WITH 16" LONG POLYPROPYLENE OR
POLYETHYLENE, 40 MIL., 1 X2" WIDE STRAP.
WHERE WRAPPING IS CALLED FOR: WRAP FROM
GROUNDLINE UPWARD TO FIRST BRANCHES.
PLACE 4" DEPTH OF SPECIFIED MULCH OVER PLANT
PITS - DO NOT PILE AGAINST TRUNK.
FORM 3" DEEP WATERING BASIN.
BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL.
SCARIFY SIDES AND BOTTOM OF HOLE.
REFER TO AMERICAN STANDARD FOR NURSERY
STOCK FOR MINIMUM BALL SIZE.
SET ROOT BALL ON UNDISTURBED SUBSOIL OR
COMPACTED SOIL MOUND MATCHING TREES NATURAL
GROUNDLINE WITH FINISHED SITE GRADE.
REMOVE CONTAINER, SET SOIL MASS ON COMPACTED
SOIL MOUND MATCHING SHRUBS NATURAL GROUNDLINE
WITH FINISHED GRADE.
ALL PLANTING BEDS SHALL RECEIVE 4" OF SPECIFIED
MULCH AND WEED BARRIER FABRIC.
EDGE ALL PLANTING BEDS WITH SPECIFIED EDGER
WHERE ADJACENT TO LAWN AREAS.
SCARIFY SIDES AND BOTTOM OF HOLE
BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL.
PRUNE OUT MISDIRECTED BRANCHES. LEAVE LEADERS
INTACT.
GUYING AND STAKING IS MANDATORY FOR ONE (1)
YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES:
TOP STAKES 5' ABOVE GROUND (MAX.) OR TO
FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.)
BELOW GROUND. STAKING POSTS TO BE 2"X2"
STAINED WOOD OR PAINTED STEEL DELINEATOR
POSTS. PLACE 3 POSTS EQUIDISTNAT AROUND
AND OUTSIDE ROOT BALL. SECURE TREE TO
POSTS WITH 16" LONG POLYPROPYLENE OR
POLYETHYLENE, 40 MIL., 1 V WIDE STRAP.
PLACE 4" DEPTH OF SPECIFIED MULCH OVER PLANT
PITS - DO NOT PILE AGAINST TRUNK.
FORM 3" DEEP WATERING BASIN.
BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL.
SCARIFY SIDES AND BOTTOM OF HOLE.
REFER TO AMERICAN STANDARD FOR NURSERY
STOCK FOR MINIMUM BALL SIZE.
SET ROOT BALL ON UNDISTURBED SUBSOIL OR
COMPACTED SOIL MOUND MATCHING TREES NATURAL
GROUNDLINE WITH FINISHED SITE GRADE.
Chanhassen Fairview Medical Center Landscape Maintenance Pian
Chanhassen, Minnesota
*Refer to Phase Two Landscape Plan dated September 5, 2008 for specific limits of
seeded areas.
W5 Seeded Areas:
Year 1 - Planting:
Season for Planting April 15 -July 20 or Sept 20 -Oct 20. If spring planting -
after seed'ng mow 6-8 inches with mower every 30 days after planting until
September 30. Weed control -mowing should help control annual weeds. Spot
spray thisJes. If fall planting, the following season mow 6-8 inches with
mower once in May, June, and July. Weed control -mowing should help control
annual weeds. Spot spray thistle.
Evaluation:
Cover crop growing within 2 weeks of planting (except dormant plantings).
Seedlirgs spaced 1-6 inches apart in drill rows. Native grass seedlings may
only be 4-6 inches tall. If there is a flush of growth from foxtail etc., mow
as necessary with mower.
Year 2 - Maintenance:
Mow 6-8 inches with mower one time between June 1 -August 15 before weeds
set seed. Weed control -mowing should keep annual weeds down. Spot spray
thistles etc. Some sites may not require much maintenance the second year.
Evaluation:
Cover crop will be gone unless winter wheat was used in a fall planting.
Grasses forming clumps 1-6 inches apart in drill rows, but sfll short. Some
flowers should be blooming (back -eyed Susans, bergamot, etc). If there is a
flush of growth from foxtail, etc., mow site with mower.
Year 3 - Maintenance:
Mow a,eo with mower only if necessary. Spot spray thistles, etc. for weed
control. Sites usually do not require much maintenance the th"rd year.
Evaluation:
Planting should beg'n looking like c prairie -tall grosses, flowers etc.
Long Term Maintenance:
Spot spray thistles etc. for weed control. Burning (3-5 year rototlo^) alternate
spring and fall if possible. Haying (3-5 year rotation) late summer or early fall.
Alternate with burning (may substitute for burning). Burning two years in a row will
really clean up rough looking sites.
0' 50' 100' 150'
NOT FOR CONSTRUCTION
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
UNITED PROP ERTIES
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
I hereby certify cut this plan vres prepared by me or under my
direct supervision and that I am a duly lit sed LANDSCAPE
AECHrrECf under the lawn of the Sate of MfoneoDW
Chad li Feigum
Dalt 09/05/08 Lim No. 46508
W
Westwood Professional Services. Inc.
7699 Anagram Drive
Eden Prairie, MN 55344
PHONE 952-937-5150
FAX 952-937-5822
TOLL FREE 1-888-9373150
1111eshvood www.westwoodps corn
Issues and Recisions:
09MM PER CITY COMMENTS
PHASE TWO
LANDSCAPE
PLAN
Cammissaa No. 75372-07230
Drawn by CEF
Checked by CEF
SHEET
20061094.01PLP01.dwg
TREE DETAIL
SHRUB DETAIL
EVERGREEN DETAIL
LIFT STATION J 'r"'/"v' r"rA �Tw
;FFD I IMIT I INES (TYP_) SEED LIMIT LINES (TYP.)
AREA NOT TO BE IRRIGATED AREA NOT TO BE IRRIGA
c2008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
PRUNE OUT MISDIRECTED BRANCHES. LEAVE LEADERS
INTACT.
GUYING AND STAKING IS MANDATORY FOR ONE (1)
YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES:
TOP STAKES 5' ABOVE GROUND (MAX.) OR TO
FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.)
BELOW GROUND. STAKING POSTS TO BE 2"X2"
STAINED WOOD OR PAINTED STEEL DELINEATOR
POSTS. PLACE 3 POSTS EQUIDISTNAT AROUND
AND OUTSIDE ROOT BALL. SECURE TREE TO
POSTS WITH 16" LONG POLYPROPYLENE OR
POLYETHYLENE, 40 MIL., 1 X2" WIDE STRAP.
WHERE WRAPPING IS CALLED FOR: WRAP FROM
GROUNDLINE UPWARD TO FIRST BRANCHES.
PLACE 4" DEPTH OF SPECIFIED MULCH OVER PLANT
PITS - DO NOT PILE AGAINST TRUNK.
FORM 3" DEEP WATERING BASIN.
BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL.
SCARIFY SIDES AND BOTTOM OF HOLE.
REFER TO AMERICAN STANDARD FOR NURSERY
STOCK FOR MINIMUM BALL SIZE.
SET ROOT BALL ON UNDISTURBED SUBSOIL OR
COMPACTED SOIL MOUND MATCHING TREES NATURAL
GROUNDLINE WITH FINISHED SITE GRADE.
REMOVE CONTAINER, SET SOIL MASS ON COMPACTED
SOIL MOUND MATCHING SHRUBS NATURAL GROUNDLINE
WITH FINISHED GRADE.
ALL PLANTING BEDS SHALL RECEIVE 4" OF SPECIFIED
MULCH AND WEED BARRIER FABRIC.
EDGE ALL PLANTING BEDS WITH SPECIFIED EDGER
WHERE ADJACENT TO LAWN AREAS.
SCARIFY SIDES AND BOTTOM OF HOLE
BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL.
PRUNE OUT MISDIRECTED BRANCHES. LEAVE LEADERS
INTACT.
GUYING AND STAKING IS MANDATORY FOR ONE (1)
YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES:
TOP STAKES 5' ABOVE GROUND (MAX.) OR TO
FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.)
BELOW GROUND. STAKING POSTS TO BE 2"X2"
STAINED WOOD OR PAINTED STEEL DELINEATOR
POSTS. PLACE 3 POSTS EQUIDISTNAT AROUND
AND OUTSIDE ROOT BALL. SECURE TREE TO
POSTS WITH 16" LONG POLYPROPYLENE OR
POLYETHYLENE, 40 MIL., 1 V WIDE STRAP.
PLACE 4" DEPTH OF SPECIFIED MULCH OVER PLANT
PITS - DO NOT PILE AGAINST TRUNK.
FORM 3" DEEP WATERING BASIN.
BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL.
SCARIFY SIDES AND BOTTOM OF HOLE.
REFER TO AMERICAN STANDARD FOR NURSERY
STOCK FOR MINIMUM BALL SIZE.
SET ROOT BALL ON UNDISTURBED SUBSOIL OR
COMPACTED SOIL MOUND MATCHING TREES NATURAL
GROUNDLINE WITH FINISHED SITE GRADE.
Chanhassen Fairview Medical Center Landscape Maintenance Pian
Chanhassen, Minnesota
*Refer to Phase Two Landscape Plan dated September 5, 2008 for specific limits of
seeded areas.
W5 Seeded Areas:
Year 1 - Planting:
Season for Planting April 15 -July 20 or Sept 20 -Oct 20. If spring planting -
after seed'ng mow 6-8 inches with mower every 30 days after planting until
September 30. Weed control -mowing should help control annual weeds. Spot
spray thisJes. If fall planting, the following season mow 6-8 inches with
mower once in May, June, and July. Weed control -mowing should help control
annual weeds. Spot spray thistle.
Evaluation:
Cover crop growing within 2 weeks of planting (except dormant plantings).
Seedlirgs spaced 1-6 inches apart in drill rows. Native grass seedlings may
only be 4-6 inches tall. If there is a flush of growth from foxtail etc., mow
as necessary with mower.
Year 2 - Maintenance:
Mow 6-8 inches with mower one time between June 1 -August 15 before weeds
set seed. Weed control -mowing should keep annual weeds down. Spot spray
thistles etc. Some sites may not require much maintenance the second year.
Evaluation:
Cover crop will be gone unless winter wheat was used in a fall planting.
Grasses forming clumps 1-6 inches apart in drill rows, but sfll short. Some
flowers should be blooming (back -eyed Susans, bergamot, etc). If there is a
flush of growth from foxtail, etc., mow site with mower.
Year 3 - Maintenance:
Mow a,eo with mower only if necessary. Spot spray thistles, etc. for weed
control. Sites usually do not require much maintenance the th"rd year.
Evaluation:
Planting should beg'n looking like c prairie -tall grosses, flowers etc.
Long Term Maintenance:
Spot spray thistles etc. for weed control. Burning (3-5 year rototlo^) alternate
spring and fall if possible. Haying (3-5 year rotation) late summer or early fall.
Alternate with burning (may substitute for burning). Burning two years in a row will
really clean up rough looking sites.
0' 50' 100' 150'
NOT FOR CONSTRUCTION
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
UNITED PROP ERTIES
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
I hereby certify cut this plan vres prepared by me or under my
direct supervision and that I am a duly lit sed LANDSCAPE
AECHrrECf under the lawn of the Sate of MfoneoDW
Chad li Feigum
Dalt 09/05/08 Lim No. 46508
W
Westwood Professional Services. Inc.
7699 Anagram Drive
Eden Prairie, MN 55344
PHONE 952-937-5150
FAX 952-937-5822
TOLL FREE 1-888-9373150
1111eshvood www.westwoodps corn
Issues and Recisions:
09MM PER CITY COMMENTS
PHASE TWO
LANDSCAPE
PLAN
Cammissaa No. 75372-07230
Drawn by CEF
Checked by CEF
SHEET
20061094.01PLP01.dwg
PLANT SCHEDULE
CODE QTY COMMON/BOTANICAL NAME SIZE NOTES
TBDOVERSTORY — CAL. IN.
—
SUM * Sugar Maple / Acer saccharum 2.5" BB
ABM — Autumn Blaze Maple / Acer freemanii 'Jeffersred' 2.5" BB
REO — Red Oak / Quercus rubra 2.5" BB
WHO — * White Oak / Quercus alba 2.5" BB
BUO — * Bur Oak / Quercus macrocarpa 2.5" BB
GSL — Greenspire Linden / Tilia cordata 'Greenspire' 2.5" BB
PRE — Princeton Elm / Ulmus americana 'Princeton' 2.5" BB
TBDORNAMENTAL — CAL. IN.
—
THT Thornless Hawthorn / Crataegus crus—galli inermis 1.5" BB
FVB — Fox Valley Birch / Betula nigra 'Little King' 1.5" BB
SSC — Spring Snow Crabapple / Malus 'Spring Snow' 1.5" BB
PRC — Prairie Rose Crabapple / Malus 'Prairie Rose' 1.5" BB
TBD CONIFEROUS — CAL. IN.
CBS — * Colorado Blue Spruce / Picea pungens 7' HT., BB
BHS — Black Hills Spruce / Picea glauca densata 7' HT., BB
WHP — * White Pine / Pinus nigra 7' HT., BB
TBD SHRUBS
TEA — Techny Arbovitae / Thuja occidentalis 'Techny 6' HT., BB 48" O.C.
MAJ — Money Juniper Juniperus chinensis Maneyi 24" HT., #5 CONT. 36" O.C.
MJJ — Mint Julep Juniper / Juniperus chinensis 'Monlep' 36" SPRD., #5 CONT.36" O.C.
SCJ — Scandia Juniper / Juniperus sabina 'Scandia' 24" SPRD., #5 CONT.36" O.C.
ALC — Alpine Currant / Ribes alpinum 24" HT., #2 CONT. 30" O.C.
DBH — Dwarf Bush Honeysuckle / Diervilla lonicero 24" HT., #5 CONT. 30" O.C.
DKL — Dwarf Korean Lilac / Syringa meyeri 'Palibin' 36" HT., #5 CONT. 36" O.C.
COL — Common Purple Lilac / Syringa vulgaris 36" HT., #5 CONT. 48" O.C.
ABH — Annabelle Hydrangea / Hydrangea arborescens 'Annabelle" 36" HT., #5 CONT. 36" O.C.
CAD — Cardinal Dogwood / Cornus sericea 'Cardinal' 36" HT., #5 CONT. 36" O.C.
CAV — Compact American Viburnum /Viburnum trilobum 'Bailey Compact' 36" HT., #5 CONT. 36" O.C.
SMS — Snowmound Spirea / Spiraea nipponica 'Snowmound' 24" HT., #5 CONT. 36" O.C.
NFS — Neon Flash Spirea / Spiraea japonica 'Neon Flash' 24" HT., #2 CONT. 30" O.C.
\, .,, •.'i v j \ '.. -- ..' t - W/ LUNu. rAvGML gr_.. ........
.! ,.x.. .
1 T t894
-9
928
_ \
19
-9p
66 2:
a
d'o ... :PHASE ONE BUILDING
LOT 1 �, 8>6 9N
\ 1. �. '. .0 1 ., •: •.., 0' _, 120ft x.._2.00ft ,< ,....� .. ,9 N �
s p }
24,000 sf/flr... �' . �,D..
m -, KID"
...g 2- - .. N
x a) 1 x 3 FLRS a
lK'
• BL®C 6
72,00 _ —,� r - � —_ s• `
4 +1 ff TORY JNK) 8s —
89 88,0 ASE ONE. TOTAL,91. ,
.D w ,, ,, `•.. ''. I: 0. , ... 882 �
0
r
N t
FFE 8:94,3
CU
CD
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mCO
1
;
RETAINING WALL
I
c
:r
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:s8 OUT
96...,
906:.. i �0
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t '',. :' � ,..:\ 8 894
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888 .... ry aq2 8996 SIGN
UMENT
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BITUMINOUS
EXISTING PROPOSED
( 19
PROPERTY LINE TYP.)
1 89 ;::.
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OD
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f— o _ ........
.. ......
�®
.__ _. .``l _ .... _ .. .......... _ .........
— _ — -
- — — — — — — —
.. — —
'f \
,
C2008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
— — 0' 50' 100 150'
NOT FOR CONSTRUCTION
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
NIT ED P R 0 PERTI
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
I bereby oertify that tMs plan was prepared by me m under my
direct eupervtslon and that I Inn a duly licensed LANo6CAPH
ARCHrn P under the laws of the State of Minnesota.
Chad H Fe*=
Daft 09/05/08 Lleense No. 46508
W
Westwood Professional Services, Inc.
7699 Anagram Drive
Eden Prairie, MN 55344
PHONE 952-937-5150
FAX 952-937-5622
TOLL FREE l4M8-937-5150
Westwood www.westwoodps.00rn
Issues and Mans:
(1) 05M PFR CITU COMM FNI S
PHASE ONE
LANDSCAPE
PLAN
l W1
L2
20061094.01 PLP02.dwg
Commission No.
75372-07230
Drawn by
CEF
Checked by
CEF
l W1
L2
20061094.01 PLP02.dwg
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PHOTOMETRIC PLAN - TOP OF PARKING RAMP
SCALE: 1" = 40'
Luminaire Location Summary
LumNo
Label
Z
Orient
1
3
30
270
2
B
30
270
3
B
30
270
4
B
30
270
5
B
30
270
6
A2
30
5
7
WM
18
180
8
B
30
5
9
WM
18
180
10
WM
18
180
11
A2
30
5
12
B
30
5
13
B
30
90
14
A2
30
90
15
A2
30
90
16
A2
3C
90
17
A2
30
90
18
A2
30
95
19
B
30
90
20
B
30
90
21
B
30
90
22
B
30
90
23
B
30
352.473
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R4THIS POLE FOOTING DETAIL IS TYPICAL, FOR INFORMATIONAL PURPOSES ONLY;
ACTUAL FOOTING SHOULD BE DESIGNED
FOR THE SPECIFIC APPLICATION AND LOCATION
WITH CONSIDERATION TO ACTUAL REQUIRED SEISMIC, SOIL, WIND LOAD CONDITIONS, ETC.
Min
010 GROUND WIRE TO LIGHT FIXTURE
Max/Min
GROUND LUG INSIDE POLE
LIGHT POLE
OPPOSITE HANDHOLE
2.4
PROVIDE BUSHINGS
4.13
ON CONDUITS
5.42
BASE PLaTE COVER
1.3
1' FORMED CHAMFER
#6 BARE COPPER
(HAND TROWEL EDGE NOT ACCEPTED)
GROUND WIRE IN
ANCHOR BOLTS (4 REDID)
1/2' PVC CONDUIT
TH TWO
3
WM
SINGLE
SQUARE NWITH
0.750
Techlight #VBMAJ3BX2-40OW-MH-TYP3 - Wall Mtd at 18'
Revision: Date:
PARKING LOT.
y
B
9/04/2008
SEAMLESS SONOTUBE TYPE FORM
FOR CONCRETE BASE.(REMOVE SONOTUBE
GRADE LEVEL
AFTER CONCRETE SETS, RUBFINIsH, NO PAINT)
CADWELD OR-<
#3 TIES 016' O.C.
DOUBLE LUG
o
z -F4 REINF. (4 REWD)
CONNECTION
N_U
y,
3 SPACE EVENLY
X
LU
2
:---CONDUITS (PVC) SCH 40 WITH
COPPER CLAD3.CLE�
OQ
LONG SWEEP ELBOWS
GROUND ROD
24'
Z
LI
w P
ALL RESTEEL GRADE 60, ASTM A615
Wo
Q
DIMENSION SCHEDULE
2
4X TBD
m = Z
Y-3'-0'
2-2'-0•
CONCRETE SHALL BE 4,000 PSI 0 28 DAYS WITH 6% AIR ENTRAINMENT
TYPICAL LIGHT
POLE BASE DETAIL
Contract M
NTS
SITE LIGHTING PHOTOMETRIC PLAN
SCALE: 1" = 40'
ISOMETRIC VIEW
Calculation Summary
Label
Avg
Max
Min
Avg/Min
Max/Min
General Parking
5.74
9.9
2.4
2.39
4.13
Top of Parking Ramp
5.42
10.8
1.3
4.17
8.31
Luminaire Schedule
Symbol
Qty
Label
Arrangement
Lumens
LLF
Description
Metal Halide
7
A2
BACK -BACK
110000
0.750
Techlight #VBLADIBX2-1000W-MH-TYP5 - Pole #RTP27
Lamp Orientation:
Vertical
13
B
SINGLE
110000
0.750
Techlight #VBLAJIBX2-1000W-MH-TYP3 - Pole #RTP27
®
3
WM
SINGLE
36000
0.750
Techlight #VBMAJ3BX2-40OW-MH-TYP3 - Wall Mtd at 18'
General Notes
A. Perimeter, type III, fixture optics are
to be directed into the site.
For Additional Lighting Information and Pricing Contact:
On -Site Lighting & Survey, LLC
PH: 763-684-1548
Project No. 7080626
Based on the information provided, all dimensions and luminaire locations shown represent
recommended positions. The engineer and/or architect must determine applicability of the
of the layout to existing or future field conditions.
This lighting pattern represents illumination levels calculated from laboratory data taken under controlled
conditions utilizing current industry standard lamp ratings in accordance with Illuminating Engineering
Society approved methods. Acutal performance of any manufacturer's luminaire may vary due to
variation in electrical voltage, tolerance in lamps And other variable field conditions.
0)
SITE LIGHTING SCOPE NOTES
Fixture Manufacturer:
Techlight
Fixture Side Skirts:
None
Lamp Type:
Metal Halide
Pole Material:
Steel
Lamp Wattage:
1000W
Mounting Height:
27' Pole + T Base
Lamp Orientation:
Vertical
Concrete Base:
3' High & 24" Dia.
Fixture Type:
Shoe Box
m
n
L
For Additional Lighting Information and Pricing Contact:
On -Site Lighting & Survey, LLC
PH: 763-684-1548
Project No. 7080626
Based on the information provided, all dimensions and luminaire locations shown represent
recommended positions. The engineer and/or architect must determine applicability of the
of the layout to existing or future field conditions.
This lighting pattern represents illumination levels calculated from laboratory data taken under controlled
conditions utilizing current industry standard lamp ratings in accordance with Illuminating Engineering
Society approved methods. Acutal performance of any manufacturer's luminaire may vary due to
variation in electrical voltage, tolerance in lamps And other variable field conditions.
0)
DO
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Revision: Date:
A
7/31/2008
B
9/04/2008
N_U
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Z
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Z
LI
w P
Wo
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Z Z
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m = Z
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Project #:
7080626
Contract M
Issue Date:
6/26/2008
Scale:
AS NOTED
Drawn/Checked:
SAS/SAZ
Sheet #:
Rev. #
SL1
B
®2008 Westwood Professional Services, Inc.
Concept
Sanitary Sewer
Plan
x
0' 100' 200' 300'
07/03/08
Prepared by:
Westwood
Westwood Professional Services, Inc.
7699 Anagram Drive
Eden Prairie, MN 55344
PHONE 952-937-5150
FAX 952-937-5622
TOLL FREE 1-86&937-5150
www.westwoodps.com
NOT FOR CONSTRUCTION
Vatigr `
87.4.00=
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20061094SKCO2.DWG
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RETAINING WALL
- SEE CIVIL
120ft x 200ft
24,000 sf/fir
X 3 FLRS
72,000 sf (Ph. 2)
+88,000 sf (Ph. 1)
160,000 sf TOTAL
._---- --
PRIMARY BLUFF
)/ \ /CREEK OVERLAY LINE J
1. 1 =°�'6tl
.. -- BERM ALONG-PeWERS
IILVD. SEE CIVIL
BUILQINGSETBACff'
RECONVEYANCE
OF MN DOT R.O.W.
TO OWNER PRIOR'C NGRf SET13
TO SITE
CONSTRUCTION
z4,uuu Sum
X 3 FLRS
72,000 sf
+16,000 sf (2 STORY LINK)
88,000 sf PHASE ONE TOTAL
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SIGN # 2.
y
feet
£'tlu
I
feet
192 feet
PROPOSED ZONING DISTRICT: OFFICE & INSTITUTIONAL (01)
feet
77 feet
Q
�
23 feet
� �
REQUIRED
I
BUILDING SETBACKS
feet*
25 feet
FRONT
35 feet
POST
SIGN #
6/A4
104 feet (Garage)
SIDE
15 feet
CITY TRAIL MONUMENT SIC
SEE 5/A3.1
_�- R
POWESBL
OVERALL SITE PLAN - PHASE TWO
1"=50'
0 25 50 100
611 1"7000mommommommommoml
ERS BLVD•
POW
OVERALL SITE PLAN - PHASE ONE
1"=50'
- F MIZM 1 V VIIYI\CR I
PRIOR TO SITE
CONSTRUCTION
0 25' 50' 100'
NORTH
PHASE TWO SITE DATA
feet
212 feet
EXISTING ZONING DISTRICT: AGRICULTURAL ESTATE (A-2)
feet
192 feet
PROPOSED ZONING DISTRICT: OFFICE & INSTITUTIONAL (01)
feet
77 feet
PROPOSED USE: MEDICAL OFFICE/CLINIC
feet
23 feet
ZONING REQUIREMENTS
REQUIRED
PROVIDED
BUILDING SETBACKS
feet*
25 feet
FRONT
35 feet
155 feet (Garage)
REAR
30 feet
104 feet (Garage)
SIDE
15 feet
17 feet (Garage)
PARKING SETBACKS
(2.53 ACRES)
FRONT
10 feet*
23 feet
REAR
50 feet
46 feet
SIDE
25 feet*
25 feet
*Berm provided along Powers Blvd
43%
SITE AREA
36%
BUILDING SITE
449,104 S.F.
(10.31 ACRES)
STORM POND SITE
110,207 S.F.
(2.53 ACRES)
PROPOSED BUILDING AREA
160,000 S.F.
PROPOSED BUILDING HEIGHT
3 STORIES, 47'-6"
PROPOSED PARKING GARAGE AREA
174,600 S.F.
PROPOSED PARKING GARAGE HEIGHT
3 LEVELS, 38'-0"
SITE, BUILDING COVERAGE (113,818sf)
25%
SITE, IMPERVIOUS SURFACE (264,634sf)
59%
SITE, PARKING LOT COVERAGE (150,816sf)
34%
REQUIRED PARKING SPACES
MEDICAL CLINIC (6.67 SPACES PER 1,000 S.F.)
BUILDING AREA 160,000 S.F.
COMMON AREA — 19.200 S.F.
TOTAL AREA FOR PARKING 140,800 S.F.
PARKING CALCULATION 6.67 x 140.80 = 940
TOTAL SPACES REQUIRED
940
SPACES PROVIDED
761
PROOF OF PARKING
288
TOTAL SPACES PROVIDED
1,049
ACCESSIBLE PARKING SPACES
STANDARD
17
17
VAN
4
4
PHASE ONE SITE DATA
EXISTING ZONING DISTRICT: AGRICULTURAL ESTATE (A-2)
PROPOSED ZONING DISTRICT: OFFICE & INSTITUTIONAL (01)
PROPOSED USE: MEDICAL OFFICE/CLINIC
ZONING REQUIREMENTS REQUIRED PROVIDED
BUILDING SETBACKS
FRONT
REAR
SIDE
PARKING SETBACKS
FRONT
REAR
SIDE
*Berm provided along Powers Blvd
SITE AREA
BUILDING SITE
STORM POND SITE
PROPOSED BUILDING AREA
PROPOSED BUILDING HEIGHT
SITE, BUILDING COVERAGE (31,620sf)
SITE, IMPERVIOUS SURFACE (194,154sf)
SITE, PARKING LOT COVERAGE (162,534sf)
REQUIRED PARKING SPACES
MEDICAL CLINIC (6.67 SPACES PER 1,000 S.F.)
BUILDING AREA 88,000 S.F.
COMMON AREA 13.200 S.F.
TOTAL AREA FOR PARKING 74,800 S.F.
PARKING CALCULATION 6.67 x 74.80 = 499
TOTAL SPACES REQUIRED
SPACES PROVIDED
PROOF OF PARKING
TOTAL SPACES PROVIDED
ACCESSIBLE PARKING SPACES
STANDARD
VAN
35
feet
212 feet
30
feet
192 feet
15
feet
77 feet
50
feet
23 feet
50
feet
46 feet
10
feet*
25 feet
449,104 S.F.
(10.31 ACRES)
110,207 S.F.
(2.53 ACRES)
88,000 S.F.
3 STORIES, 47'-6"
7%
43%
36%
499
413
107
520
11 11
2 2
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55108-5118
PH. (651) 642-9200
FAX (651) 642-1101
UNITED PROPERTIES
City Submittal
Set
9-19-08
OVERALL
PHASE ONE AND
PHASE TWO
SITE PLANS
Issues and Revisions:
City Submittal Set 07-03-08
City Re -Submittal Set 09-19-08
I hereby certify that this plon,specificafion,or
report was prepared by me or under my direct
supervision and that 1 on
a duly Licensed
Architect under the laws a State o1 Minnesota.
don R. Pope
Date 09/19/08 Lic. No. 13041
Calnnission No. 75372-07230
Drawn by AW
Checked by DM
SHEET
A2
L I
F
—
5UILDIW1—
BUILDIWI — — — —
I I
1
RETAINING WALL_.....
-SEE CIVIL �.` \ ' ADI NLO --- fh.>
Lo
SH LOSURE" BUILD LAYOUT
RA ' k$
RIALS 70 POINT
SCREEN WALL
—I ATCH 5UILDING3 z
I h „ 4 SURGE Y PATIENT s
I I PICK-;
I I I U AREA
306'_0. _ •, i._T �� � ,
4— n a — GEN
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`ROOF BELOW
ROOF TOP UNIT
SCREEN
RTu
RTU
PHASE ONE BUILDING
• BUILDING AREA: 88,000 SF
•'B' OCCUPANCY
• TYPE OF CONST: II—B
• AUTOMATIC SPRINKLER
SYSTEM PROVIDED
IIS
N
-26V CURB CUT
- PER CITY STDS
Q
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PORTE cp ✓
r
_ COGHERE
1 1 I
234'-0'
26,_m g_O' 81 0 I I I I I I I I I I I I I r r 1y
9 e•
POWERS BLVD.
SITE PLAN - PHASE ONE
1"=30'
'1 1 t
'1 t /r
CITY LIFT
STATION
0 25' 50' 100'
NORTH
POPE ASSOCIATES INC.
1255 ENERGY PARK DRIVE
ST. PAUL, MN 55106-5118
PH. (651) 642-9200
FAX (651) 642-1101
�C
___.. .... ......
UNITED PROPERTIES
City Submittal
Set
9-19-08
ENLARGED SITE
PLAN
PHASE ONE
Issues and Revisions:
City Submittal Set 07-03-08
City Re -Submittal Set 09-19-08
I hereby certify that this plon,specitication,or
report was prepared by me or under my direct
supervision and that 1 am a duly Licensed
Architect under the laws d helState of Minnesota.
Jon R. Pope
Date 09/19/08 Lic. No. 13041
Commission No. 75372-07230
Drawn by AW
Checked by DM
SHEET
A 3
L I
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0 1, I �`, � , Q�,.sl ", - ,.,� � 8614 1q, Bur Oak 8703 19,
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l, 1, I \ .., -��, � . . ,; I I I I � 1". , ., - .. 879q lo.. SI I Ppeary Elm
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. I " "'.. �!,W smv 4*551(.illit�,, - ,I,% � e ry * ,� ee�,�,t. 75,a i��:_�:� :� ..... --� .... 11 .... 1� ..: I '-1-1.. `--. .1 . . 11 .. - ...... � �k, "P,�,, IQ 1, "." 8626 11 R 8715 44 " ID ::,
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I I I - 9 1. 1. .- . ., I ,, I ,, Oak 8717 29" 1
1 . % - .... � ... .- ., I , , I. '912 . ., , , , � I I �% " 8718 33" Sugar Man . 8812 "I Bur Oak
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W* I 1 -, . ... ... . � 8815 Bar Oak
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,'1� % ...... � , ., -11 - ,. -, . . - ...... I 1- ............... . - -- I :, I I . 8691 - ., �-W. % ., ,� , 26" Bur Oak
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I � ...... 1. I � 1. �; 1, 1. - e . ... �.. I I.,. I 1. , - I a, �. - 8819 Ha,kbc,ry
% , a � , 8722 1. ' . � � - I �, " � 1. % ,. � 1 9725 26V Eastern Red Cedar
\ S , , * 1:'i !'� l' �'$801 , - , � G ,--�T Am , ,.min �, 0WT ,,� - �- . I I . . B715 . I . : , . � 11 . I � , . Q 3 . , , M gb38 21 Bur Oak
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I ....� %, � : I �11 ...... -1 .... ".. . , ....... I V.- .�� I �i '41*�� . ..... C�;. sk , , : ' I I - 'p, . � 8658
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\ , . I I , p 1. .. 1 : ,w , " - - .. � : . , I \ , 1, ..�, 8730 Easier,, Red Cedar
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1 to I � . �W, �� � , , � . StCONDAWIl" BL1, .1 - \ *411� 864h Ill Eastern Red Cedar
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8827 Bar Bur Oak
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828 14" Ironwood
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.
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'1 11 I I SIGNIFICANT TR51�$,.' SEE, I . . d-) '�"; 7, do , � 8b93 Bu r Be it
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,: : , ' I \ ----74',79 6% �� : (b . .. ,.. - 110 ,,Ms -s * .... - . % I " .
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. � I � , : . � 81,62 Red Oak I
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v2006 Wesjwood Professional Services, Inc.
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1
TOP OF BERM ELEVATION: 905.2
h
b.)
WETLANDI W__
207 S
WETLAyD
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NO SILT FENCE
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WETLAND EXCAVATION
...................................................
'\--DENOTES ROCK—
_,z cmsmuGn4DN ...... -------- . .............................. ......................................................................... .. . .............. . .. ...... . .......... ...........
....._Po%rm BLVE ENTRANCE
. . ........ .....................................................
(TYP)
X 810
-7—
... ... ........ . ..... . . . . . . . . .
. . . . . . . . . .
------------- . ......... -
Westwood Professional Services, InL I bereby certify that plan was prepared by ate ar under my Revidow Prepared for.
7699 Anagram Drive direct supervision and that I am a duly III PROFMIONAL
Eden Prairie, MN 55344 ENCRJ= --de, the teen, of the State of hliuftewta. 9/5/06 6A.ddr-O Change
9/6/06 Road Alignment Change el..4narl: DIU
PHONE 952-937-5150 06 2"ng Red Road Added
W FAX 952-937-5822 '71RO/3 Wetland 9 berm and culvert revision D9110"riz RRC
TOLLFREE 1-088-937-5150 Dwight X lir P.8 Record pravrIM Lr/dabs
Westwood www.westwoodps.mm Debt 07/03/08 Lftetttaa Na, 1910
Tim Erhart
9611 Meadowlark Lane
Chanhassen, MN 55317
Wetland Data Square Feet
TOTAL FILL
TOTAL EXCAVATION
TOTAL IMPACT
15,775
+ 9,606
25,381
X 2
REPLACEMENT REQUIRED 50,762
ONSITE WETLAND REPLACEMENT
WETLAND CREATION NEW WETLAND CREDIT 36,104
STORMWATER POINDING PUBLIC VALUE CREDIT 17,903
UPLAND BUFFER PUBLIC VALUE CREDIT 20,018
TOTAL 74,025
5:0:m
D-0-01 WETLAND FILL
A
WETLAND EXCAVATION
WETLAND MITIGATION/REPLACEMENT
(Weiland Creation; New Weiland Credit)
UPLAND BUFFER
(Public Value Credit)
. . . . . . —.— DELINEATED WETLAND BOUNDARY
SILT FENCE
ii TREE PROTECTION FENCE
EXISTING CONTOURS
--982PROPOSED CONTOURS
X982 – TEMPORARY CONTOURS
1111- 11,110 -1111 PROPOSED STORM SEWER
11 WETLAND BUFFER MONUMENT
WETLAND CONSTRUCTION NOTES
Erhart Property
Chanhassen, Minnesota
1. THE CONTRACTOR SHALL CONTACT THE ENVIRONMENTAL SCIENTIST AT (952) 937-5150 BEFORE
AND AFTER FINAL GRADING OF THE WETLAND REPLACEMENT AREA.
2. CONTRACTOR PAYMENT FOR WETLAND REPLACEMENT CONSTRUCTION SHALL BE SUBJECT TO
WETLAND REPLACEMENT ACCEPTANCE BY THE ENVIRONMENTAL SCIENTIST.
3. WETLAND REPLACEMENT CONTRUCTION SHALL OCCUR BEFORE OR CONCURRENT WITH
WETLAND FILL.
4. SILT FENCE SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED UNTIL VIABLE
COVER HAS ESTABLISHED. SILT FENCE SHALL BE REMOVED UPON FINAL ACCEPTANCE BY THE
ENGINEER.
5. SILT FENCE THAT IS INITIALLY INSTALLED BELOW WETLAND REPLACEMENT AREAS SHALL BE
MOVED AND REINSTALLED ABOVE THE SATURATED SOIL ZONE AFTER WETLAND REPLACEMENT
AREAS ARE GRADED AND ACCEPTED. ANY SOIL RIDGE LEFT AT THE INITIAL SILT FENCE
LOCATION SHALL BE REMOVED.
6, THE CONTRACTOR SHALL VERIFY OR CONFIRM EXISTING ELEVATIONS PRIOR TO INITIATING
WETLAND REPLACEMENT GRADING.
7. EXCESS EXCAVATED SOIL SHALL BE DISPOSED OF OUTSIDE OF WETLANDS.
8. ALL SLOPES IN EXCAVATED WETLANDS SHALL BE 5:1 OR FLATTER. AT LEAST HALF THE SLOPES
WITHIN EXCAVATED WETLANDS SHALL BE 10:1 OR FLATTER.
Erhart
Property
Minnesota
0, 60' 120' 180,
20061094GDF01.DWG
Date. 09/01/06 Sheet 1 OF 2
Wetland Grading,
Replacement &
Seeding Plan
Exhibit 7
l
_.. ..... ..... .;1
DENOTES
SILT FENCE
DENOTES
EXISTING CONTOURS
DENOTES
PROPOSED CONTOURS
DENOTES
GRADE BREAK AREAS
DENOTES
PROPOSED SPOT ELEVATION
AT GUTTERLINE. (TYP.)
DENOTES
EXISTING STORM SEWER
DENOTES
PROPOSED STORM SEWER
DENOTES
EXISTING TREE LINE.
DENOTES
APPROXIMATE TREE REMOVAL LIMITS
© 2008 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
1
1
1
1
1
1
1
0' 50' 100' 150'
NOT FOR CONSTRUCTION
=7Z 7 .T...•
Westwood Professional Services, Inc-
7699
nc7699 Anagram Drive
Eden Prairie, MIN 55344
PHONE 952-937-5150
FAX 952-937-5822
TOLLFREE 1-888-937-5150
www.westwoodps.com#40 4ft '111111110 aft aft aft
BUILDABLE ACREAGE
AND PROPERTY
ACCESS EXHIBIT
Date 07/03/08
Sheet: 1 OF 1
ChwJw
SKP06
20061094SKP06.dwg
02008 Westwood Professional Services, Inc.
Concept
Sanitary
Plan
Sewer
X
0' 100' 200' 300
07/03/08
Prepared by:
Westwood Professional Services, Inc.
7699 Anagram Drive
Eden Prairie, MN 55344
PHONE 952-937-5150
FAX 952-937-5822
TOLL FREE 1-888-937-5150
www.westwoodps.com
NOT FOR CONSTRUCTION
::..:.......
..........................
874.00:.
J
UM ELEV
350.00
CITY OF CHANHASSEN
RECEIVED
JUL 0 3 2008
CHANHASSEN PLANNING DEPT
FAIRVIEW
MEDICAL SPECIALTY CENTRE
POWERS BLVD CHANHASSEN, MINNESOTA
CITY SUBMITTAL SET
VICINITY MAP
SITE
SHEET INDEX o := ®IU�my
e .� .a.Q
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City Submittal
Set
07-03-08
TITLE SHEET
MAP, DIRECTORY
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City Submittal
Set
07-03-08
TITLE SHEET
MAP, DIRECTORY
SHEETINDEX
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•SEE CML DRAWINGS
PHASE TWO SITE DATA
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City Submittal
Set
07-03-08
OVERALL
PHASE ONE AND
PHASE TWO
SITE PLANS
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r=30, s
end--`�
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F -
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OYiTEOPERTIES
City Submittal
Set
07-03-08
ENLARGED SITE
PLAN
PHASE ONE
cry swmlw sw Draw
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DIRECTIONAL SIGNS
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EM1 ss`�
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n MONUMENT SIGN
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SOUTH ELEVATION
M 1/18'=1'-0" r
r K R
3 EAST ELEVATION
1/16"=1'-0" o r m sr
L 1.rss`�
L
n NORTH ELEVATION
-0' r e r r
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WEST ELEVATION
M 1/16'=1'-0' e r a
I+orc wss .do
Si. P�MM mrM.
Px um u>mo
Ank
USITES PROPERTIES
City Submittal
Set
07-03-08
BUILDING
ELEVATIONS
PHASE ONE
rrr'
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I Mwiff,Od %ok%wr l"
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11 11
11
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11 11 11 11 11 11
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11
11 11
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11
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11
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11
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11
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0 NORTH ELEVATION
K v16
Q
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.. rm �_
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NORTH ELEVATION
b vts=t•-Ei�
Port Assawrts I.c
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IMIiE1 PRIPEATIEI
City Submittal
Set
07-03-08
PARKING
GARAGE
EXTERIOR
ELEVATIONS
PHASE TWO
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LOGEND
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GOPHER - WOWCALL
L.A myMw !Si -.N -W03
IYi, iy fm 1-Y0.i1f-11M
TREE INVENTORY
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NOT FOR CONSPRUCTION
LiEDilFS
Chanhassen
Fairview
Medical Center
i
Platal8
rWr
EXISTING
CONDITIONS &
TOPOGRAPIHC
SURVEY
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NOT FOR CONSTRUC ON
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RNIiFO PRaPERTIES
Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03/08
— V/ —a ow
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PRELIMINARY
PLAT
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STORM WATER
PONDS
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General Site Notes
NJ iXfMYRMMI iq1 MS Ir1OEcf PRONRO BY MESI'MOJ
PR6EIDLxIK YRNIfS
2 lK +MNS .YO 6Lv/.lA ff fffiIxe mPW1IMY xO VIVr6 M1S
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are axona+s Am uva Wurlvb rbm m
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TR. ..Y RY PLAT armME�Y vw ae r
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oWAa ro ALWaJIT rRVLRTa
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Chanhassen
Fairview
Medical Center
Preliminary Plat
Submittal
07/03108
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07/03/08
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07/03/08
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AND SECONDARY ZONE EXHIBIT
- - 06/10/08 - -
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NOT
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BLUFF CREEK OVERLAY PRIMARY
AND SECONDARY ZONE EXHIBIT
- - 06/10/08 - -
IETLAND,A
ITIGATIeN.-
REA
% %
% SHADING
�%REPRESENTS
SLOPES GREATER
7*,,IHAN 337
I �y ME AS�
POSSIBLE
DRIVEWA'
LIGNMENT
77
OOPIEA STATE ONE CALL
NOT FOR CONSTRUCTION
BUaDABLE ACREAGE
AND PROPERTY
ACCESS EXKM[T
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Tim Erhart
WSlI Meedowluk lane
t]lenbueen, AW 553V
Call 48 Noun before dlggWq
GOPHER STATE ONE CALL
TWin City 8 002 -0
W. Tali Fr. t-800-25SW-252-1166 C6C' - "-
CN. 09/01/06 s6re< :'...:o. -.-Z..
-- Erhart
Wetland Grading,
Property Replacement &
Seeding Plan
CLlvhrm, ADLmuoLA Erlubi< J
Wetland Data Square Feet
TOTAL FILL 15,775
TOTAL EYCAVATION +3.646
TOTAL IMPACT 25181
X2
REPLACEMENT REWIRED 50,762
WETLAND CREATION NEW W1:TLAHD CREDIT 56,104
STWMWATER PONDING PUBLIC VAWE CREDIT 17,903
UPLANO BUFFER PUBLIC VALUE CREDIT 20016
Legend TOTAL 74,025
WEIUND FILL
® WETLAND EXCAVATION
1
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DELINEATED WETL:WD BWNDARY
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—3e2— FASTING COIT RS
�982— PROP09ED CONTWRs
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o WETLAND WFFER MONUMENT
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TWin City 8 002 -0
W. Tali Fr. t-800-25SW-252-1166 C6C' - "-
CN. 09/01/06 s6re< :'...:o. -.-Z..
-- Erhart
Wetland Grading,
Property Replacement &
Seeding Plan
CLlvhrm, ADLmuoLA Erlubi< J
Concept
Sanitary Sewer
Plan
Station 932-
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rc 07103/08
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