HomeMy WebLinkAbout2012-09-06 Planning Report TPC 3601 Thurston Avenue N, Suite 100 ENCLOSURE
Anoka, MN 55303
Phone: 763.231 .5840
Facsimile: 763.427.0520
TPCQ Plan ningCo.com
PLANNING REPORT
TO: Eric Johnson
FROM: Scott Richards
DATE: September 6, 2012
RE: Oak Park Heights — City /Phil's Club Tara Parking Lot at A.S. King
FIy Ash Disposal Site — South of Highway 36, West of Beach Road
and Southeast of Phil's Club Tara - Conditional Use Permit
FILE NO: 798.02 — 12.07
BACKGROUND .
Tom Smith, representing Xcel : Energy has made application for a Conditional Use
Permit (CUP) to allow construction of a parking lot at the A.S. King FIy Ash Disposal site
as part of the park area redevelopment. The parking lot would serve Phil's Club Tara as
well as the west side of the park on the FIy Ash Disposal site. The lot would be
constructed by the Minnesota Department of Transportation (MN DOT) and completed
in 2013.`: In that the south frontage road construction of Highway 36 impacts the current
parking for Phil's Club Tara, MN DOT has agreed to construct the lot on the Xcel
Energy property. The lot bas been sized to also accommodate the needs of the City
related to the development of the park in this area.
Attached for reference:
Exhibit 1: Project Narrative
Exhibit 2: Cover Sheet (Page 1)
Exhibit 3: In Place Topography and Utility Plan (Sheet 12)
Exhibit 4: Construction Plan (Sheet 13)
Exhibit 5: Construction Details (Sheet 14)
Exhibit 6: Turf Establishment and Drainage Plan (Sheet 17)
Exhibit 7: Signing and Pavement Marking Detail (Sheet PM2)
Exhibit 8: Lighting Quantities (Sheet SL1)
Exhibit 9: Lighting Details (Sheet SL2)
Exhibit 10: Lighting Details (Sheet SL4)
Exhibit 11: Lighting Plan (Sheet SL 5)
Exhibit 12: Moelter /Xcel Site Park Plan
Exhibit 13: Existing Site Pictures (8 pictures)
ISSUES ANALYSIS
Project Description. The description of the parking lot project from the applicant is as
follows:
Background: Xcel Energy is the owner of the property located in the southwest
quadrant of the Highway 36 and Beach Road intersection (here -on referred to as the
property). The property is an inactive ash landfill that is permanently capped and
closed. A long -term license agreement was executed between the City of Oak Park
Heights and Xcel Energy that allows the City access to the property for use as a public
park and additional green space. While designing the park, the City identified the need
for a parking lot to be constructed east of Phil's Tara Hideaway to provide the public
access to the park.
In addition, the Minnesota Department of Transportation (MN DOT) plans to construct a
new frontage road on the south side of Highway 36 adjacent to the property as part of
the St. Croix River Bridge Project. The new frontage road will impact Phil's Tara
Hideaway's current parking arrangements. In order to mitigate this impact, MN DOT
identified the need to construct a parking lot for Phil's Tara Hideaway on Xcel property.
Merging the two parking lot plans together, MN DOT plans to construct on parking lot on
Xcel Energy property that will be used for both public parking (for park access) and
private parking (for Phil's Tara Hideaway customers).
Parking Lot Design: The parking lot will be positioned east of Phil's Tara Hideaway
and south of the future frontage road. The lot will have 71 parking stalls, one with a van
accessible handicap parking stall. An eight foot wide concrete walkway will be
constructed from the parking lot to Phil's Tara Hideaway. Entrance to the lot will be on
the north east corner of the parking lot. A 10 foot durb drop will be built on the south
east side of the parking lot to provide a tie in to a future trail system. Refer to enclosed
drawings for complete parking lot design, lighting plan, and storm water drainage plan.
Need for Conditional Use Permit: Given the fact that Xcel Energy is owner of the
property that the proposed parking lot will be located on, Xcel Energy is submitting this
application to amend the Conditional Use Permit to allow for use of the land as a
parking lot for public and private parking.
Comprehensive Plan. The Comprehensive Plan designates this area as Park
Facilities /Open Space. The parking lot will serve the park as well as Phil's Club Tara.
The proposed use is consistent with the Comprehensive Plan, the Park and Trail Plan
and the recently adopted Moelter /Xcel Park Plan for this area.
2
Zoning Ordinance. The property is zoned I Industrial District in which governmental
structures and facilities such as the park are a permitted use. Parking lots are an
allowable accessory use in the district, but the proposed parking lot is an off site use for
a private business thus requiring a CUP.
The City may consider at a later date the rezoning of the property from 1 Industrial to P -I
Public- Institutional District. This is an issue for the Planning Commission to discuss at a
separate meeting.
Access. Access to the proposed parking lot will be from a temporary 20 foot access
road to be constructed from the roadway in front of Phil's Club Tara and extending into
the parking lot. The access roadway would be replaced by the south frontage roadway
when it is constructed as part of the St Croix River Bridge project.
Parking. The proposed lot is 71 parking stalls, one of which is disability accessible.
The disability stalls for Phil's Club Tara are already adjacent to the building. The one
accessible stall in the parking lot will be available for park users. Of the 71 spaces, 20
will be dedicated to the City for park use. They will be located at the south and east
ends of the parking lot. The stalls should be signed indicating that they are for park use
only.
The plans indicate that the lot is to be constructed with a bituminous curb on the east
side to allow for future expansion of the lot. The City is satisfied that the 71 parking
stalls proposed for Phil's Club Tara and the park will satisfy the demand. The City's
park plan for this area indicated a 68 stall parking lot to address both users. As such,
the City will require the parking lot be constructed with all concrete curb and gutter.
Lighting. The lighting plans indicate the fixtures to be used and the locations. All of
the proposed fixtures will comply with the 25 foot maximum height requirement. The
diagrams show a` slightly protruding lens below the shield on the fixtures. All of the
lights will be required to be full cut off with no lens below the shield.
The lighting plan shows that the lot and the walkway to Phil's Club Tara will be
adequately lit.
All lighting for the site shall be in compliance with the Zoning Ordinance and subject to
review and approval of City staff. In compliance with the Zoning Ordinance, all lighting
will need to be shut off one hour after closing at Phil's Club Tara.
Landscaping. The landscape plan indicates that the lot will be planted with a low
maintenance seed mixture, both surrounding the parking lot and within the lot island.
As part of the landscaping for the entire St. Croix Bridge and corridor project, additional
landscaping would be added at a later date, likely in 2015. At that time MN DOT will be
required to provide a plan for landscaping the lot subject to approval of the City. All
plantings will need to be in compliance with the limitations of the site in regards to the
landfill cap.
3
Grading and Drainage. Any grading and drainage issues shall be addressed subject
to review and approval of the City Engineer and the Middle St Croix Water Management
Organization.
Design Guidelines. There are no structures proposed for the parking lot, thus Design
Guideline review is not required.
License Agreement. A license agreement between Phil's Club Tara and Xcel will be
required to address legal right of access, use and maintenance issues. The final
agreement shall be subject to review and approval of the City Attorney before it is put
into effect.
Conditional Use Permit. The construction of the parking lot is subject to a conditional
use permit. The Planning Commission must review the impacts of the proposed project
in making its recommendation. The conditional use permit criteria, found in Section
401.03.A.7 of the Zoning Ordinance, are found as follows:
1. Relationship to the specific policies and provisions of the municipal comprehensive plan.
2. The conformity with present and future land uses in the area.
3. The environmental issues and geographic area involved.
4. Whether the use will tend to or actually depreciate the area in which it is proposed.
5. The impact on character of the surrounding area.
6. The demonstrated need for such use.
7. Traffic generation by the use in relation to capabilities of streets serving the property.
8. The impact upon existing public services and facilities including parks, schools, streets,
and utilities, and the City's service capacity.
9. The proposed use's conformity with all performance standards contained herein (i.e.,
parking, loading, noise, etc.).
The construction of this parking lot is included in the existing park plans for the site.
The parking lot is needed both for Phil's Club Tara and for access to the new play
equipment, trails and future development within the Moelter /Xcel park area. There
should be no environmental issues, and no adverse impacts to the surrounding area or
to public services. The parking lot will be in conformity with all performance standards.
CONCLUSION AND RECOMMENDATION
Based upon the preceding review, City staff recommends approval of the CUP to allow
for the construction of a parking lot on the A.S. King Fly Ash Disposal site for the use of
Phil's Club Tara and the City of Oak Park Heights subject to the following conditions:
1. All of the 20 City designated parking stalls shall be signed indicating that they are
for park use only.
2. The parking lot shall be constructed with all concrete curb and gutter surrounding
the entire lot.
4
3. All of the light fixtures shall be required to be full cut off with no lens protruding
below the shield. All lighting placed on the site shall be in compliance with the
Zoning Ordinance and is subject to review and approval of City staff.
4. All lighting shall be shut off one hour after closing at Phil's Club Tara.
5. MN DOT shall be required to provide a plan for landscaping the parking lot
subject to approval of the City. All plantings will need to be in compliance with
the limitations of the site in regards to the landfill cap.
6. Any grading and drainage issues shall be addressed subject to review and
approval of the City Engineer and the Middle St Croix Water Management
Organization.
7. The City will not require conformance with the Design Guidelines for the project.
8. A license agreement between Phil's Club Tara and Xcel will be required to
address legal right of access, use and maintenance issues. The final agreement
shall be subject to review and approval of the City Attorney before it is put into
effect.
Pc: Julie Hultman
5
EXHIBIT
Project Narrative
Background: Xcel Energy is the owner of property located in the southwest quadrant of the
Highway 36 and Beach Road intersection (here -on referred to as the property). The property is
an inactive ash landfill that is permanently capped and closed. A long -term license agreement
was executed between the City of Oak Park Heights and Xcel Energy that allows the City access
to the property for use as a public park and additional green space. While designing the park, the
City identified the need for a parking lot to be constructed east of Phil's Tara Hideaway to
provide the public access to the park.
In addition, the Minnesota Department of Transportation (MN DOT) plans to construct a new
frontage road on the south side of Highway 36 adjacent to the property as part of the St. Croix
River Bridge project. The new frontage road will impact Phil's Tara Hideaway's current parking
arrangements. In order to mitigate this impact, MN DOT identified the need to construct a
parking lot for Phil's Tara Hideaway on Xcel Energy's property.
Merging the two parking lot plans together, MN DOT plans to construct one parking lot on Xcel
Energy property that will be used for both public parking (for park access) and private parking
(for Phil's Tara Hideaway customers).
Parking Lot Design: The parking lot will be positioned East of Phil's Tara Hideaway and south
of the future frontage road. The lot will have 71 parking stalls, with one van accessible handicap
parking stall. An 8 foot wide concrete walkway will be constructed from the parking lot to Phil's
Tara Hideaway. Entrance to the lot will be on the north east corner of the parking lot. A 10 foot
curb drop will be built on the south east side of the parking lot to provide a tie in to a future trail
system. Refer to enclosed drawings for complete parking lot design, lighting plan, and storm
water drainage plan.
Need for Conditional Use Permit Amendment: Given the fact that Xcel Energy is owner of
the property that the proposed the parking lot will be located on, Xcel Energy is submitting this
application to amend the Conditional Use Permit to allow for use of the land as a parking lot for
public and private parking.
•
FED. PROJ. NO. STAT.E_f_UNDS
MINNESOTA DEPARTMENT OF TRANSPORTATION GOVERNING SPECIFICATIONS
THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
'STANDARD SPECIFICATIONS FOR CONSTRUCTION SHALL GOVERN.
CONSTRUCTION. PLAN FOR CLUB TARA PARKING LOT AND LIGHTING INDEX EXHIBIT 2
N • LOCATED _EAST OF__0TH_SL_N._ FROM _L200'_EAST TO 1700' EAST OF OSGOOD AVE. IN OAK PARK HEIGHTS SHEET NO. DESCRIPTION
N
N t TITLE SHEET
• 2 STATEMENT OF ESTIMATED QUANTITIES
LD - • 3 SOILS & CONSTRUCTION NOTES. STANDARD PLATES
STATE PROD, N0.__82147114AB__(1.H..36.) 4 TABULATIONS
Z GROSS LENGTH W_A FEEL __N!A__ MILES 5 - TYPICAL SECTIONS
Ci BRIDGES LENGTH FEET MILES 7-10 STANDARD PLAN SHEETS
11 ALIGNMENT TABULATIONS & PLAN
EXCEPTIONS LENGTH FEET MILES 12 INPLACE TOPOGRAPHY AND UTILITY PLAN
NET LENGTH AI/A FEEL __N /A__MILES 13 CONSTRUCTION PLAN
REF. POINT___2D }__ *9Q_415_ 14 CONSTRUCTION DETAILS
p l5 PROFILES
ti
16 DRAINAGE TABULATION AND PROFILES
o 17 TURF ESTABLISHMENT AND DRAINAGE PLAN
P. 18 SWPPP SHEET
PMI -PM6 PAVEMENT MARKING PLANS
' SLI-SLS LIGHTING PLANS
• 01 - %5 CROSS SECTIONS
STILLWATER 63rd ST. N. L i
X WASHINGTON COUNTY z wI w / �
POP. 18,225 a ,63rd 23 ST. N. a a
62nd ST. &\ > r a \
Lake
i m a UPPER 61 st \ ST. o
OREN CT -1 o �I St. Croix
• ¢ 0.
w , 61st ST, o_
a
IL ���9, �o 1 ?
_ _ ti R
•., i� - 59th 60th �O� m o IiJ 9q ® 2. 59th W'
a z i _ S T. N. z th ST. > 0 �8 ST. N. f P
e
W i Q > N• ° ¢ 5 9th ST
N J a a a a a 5 � I N. 2 ,P c
cl o a o > a o z 2 4 a 5 8th ST. c i f
°' o w ? _ ¢o o° a 58th ST N z u. . , P P .
a 0 58th ST. N. o __ o � ■ 9 '''.1 P >¢ G
57th o z ST . N. o ® . CONSTRUCTION a ST. z a sC 1.' ay
'0 - \ > 57th ST N. q� z 6
- 56th ST.J >safA Z • I z z ` vc 1. ¢
ro L a s� �P w ST' N. - K 56th ST. N. ...7 wa '
s O o. a 56th a > 56th N wl o 3'
1'•'3 • OLDFIELD/ � F- P 1 N.a L_ L1 o J ,
• a I
CT. N. o 55T o f o j a z a N � � , `l
�; RECEIVED AUG 15 2012
fl 11 OAK PARK HEIGHTS
o ?. a
SCALES POP. 4,339 THIS PLAN CONTAINS 34 SHEETS
a INDEX MAP I HEREBY CERTIFY THAT THIS PLAN TEAS PREPARED BY ME OR UNDER MY DIRECT
2 C ¢ PLAN 25' SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE
J
PROFILE • 25' , 7.5• LANS OF THE STATE OF MINNESOTA.
•• W HDRIZ, VERT. . PRINT NAME: PCTER__QAYIGH__ NSE • 5053
Y • INDEX MAP • 500' DATE:_ 6111 __. SIGNATURE 11" ••.AV •
oi ~ J i DESIGN SOUAD HARVEY SCHEFFERT
oa
FOR PLANS AND UTILITIES SYMBOLS SEE TECHNICAL MANUAL I HEREBY CERTIFY THAT THE FINAL FIELD REVISIONS, IF ANT. WERE PREPARED BY ME
STATE PROJ. NO. CHARGE IDENTIFIER
OR UNDER MY DIRECE LAPS O T SU°ERFIF SIOH THE S ND THAT 1 AM ME SOTA.
A FA. LICENSED PROFESSIONAL
PLAN REVISIONS ENGINEER UND ER TH A TATE Di MI
DATE SHEET NA. APPROVED BY 8214 -114AB r9 N 3 3 PRINT NAME. LICENSE •
PROJECT LOCATION •
DATE: . SIGNATURE: • COUNTY: WASHINGTON
DISTRICT : _METRO_.
STATE PROJ. NO. 8214 -114AB (TH 36) SHEET NO. 1 OF 18 SHEETS
■111•11 ' S
--msma m11111
- ---------- - -- --: -a.- '_-.-, ._____ ---- -.. - _..:- -- ----- . --
MEM
....01.1
n
-------,
_,_-_____ ----
\ --■-' EXHIBIT 3
. - ____
.:, ____ ____
_
,..,. , B624 C&G , -- :,.: ' :.
---------------'
4/ ,. _,-------- 0 . 0
6 ---------
---------------
- 0/3 . . •
n , -1 • .. __L___ ___:. . _ __:___ • ----------.--.----.----.- A ^.
-20 WIDE
, . _ c
11 ..... ' -Avow 'Agar
i pp._ -.....mar
_ 4:v4.. d7.11,11
------------.64:---------
c, , 1111,007,0?•*-; Mg KT al I I En m ire4.45,A:::::::::7 - 'amm'75PiggelliiiIIIIIPPW
I .6 r • . . --..-.....--2,-,..--...c,..;■ ...............„-.■:".:441A4 Ja. 4 0 0 ' „wow-
im 0
.g * _
- ms,: _
_
1
•
.
G RAY - ARKING LOT '" _ --, IV
ENDCMMT. sw,Oht& -- -' 5/TARASTW ,
M83 7 11077*****4 laji
'4,A:404- / 2 I:
.1 I ONA4P
- - X
_
■III 3
I llir RO KS
::::104/ - i Vilgg0
I 4 \
.
'0 PATIO
0 \ GARDEN w
I n 4
-it •
\ PHILS TARA
1)., L7
HIDEAW , AY .c
ti I ,_,
• .) \
e P-8
\ 0
I
I
_J \
NI
A CD ll 1
1 .
a _ „
2
., _ ---------____ • • , T. LIMITS I
TAAR( t
OT
r
a
: MH2 /
3... ----- -- '-''‘J'7-`■`,-,-._....._,_,,, I Om 1 ,.. -- /
CONST. LIM 1 ITS
i 11 I 1
__.
. ........, MH1 •
4
, , „ t
, •
-------,
Q . L _I --------0.
CONSTRUCT 20' WIDE ACCESS ROAD.
'
SEE SPECIAL PROVISIONS.
t, .a
gm CLEAR AND GRUB
a i 0 THREE LARGER INPLACE TREES ARE TO BE LEFT INPLACE.
■
CONTRACTOR SHALL ONLY CLEAR ENOUGH TREES/BRUSH TO
I CONSTRUCT THE PROPOSED B WIDE CONCRETE WALK.
. 0 PROPOSED INPLACE TOPSOIL STOCKPILE LOCATION. .
1 50 1 \
. i
SCALE IN FEET INPLACE TOPOGRAPHY & UTILITY PLAN
DRAWN BY: GLJ CHECKED BY:HS CERTIFIED BY LIC. N0.490S3 DATE 8/15/12 STATE PROJ. NO. 8214-114AB (T.H. 36) SHEET NO. 12 OF 18 SHEETS
L MK
I
_____ -- --_____:::........111111111111111.11.111111111111.1111111111111111111111."'"- _- I
.-----
--- -------------- _--_ — _--- ---- ____ — ---- ---- _--- _--- _--- __-- __--
___--
_--
___ __ ___ --_ -- --- ----
...
EXHIBIT 4
6624 C&G PERM. CONST. IN FUTURE CONTRACT
R
A d( FRONTS3-PROPOS
OSED _ PR
4_..15
52 TEMPORARY BARRACADE I 1 6 ,
O - --.-4
...- 16 0 .°'
L; W /01" THRU pRo
W PROPOSED 12' TRAIL (FUTURE) V' -- D
I __-) _
CD \ ,,, -''' 11111 _- --
1 --I--------
0 4' CONC WALK STAIRS .
--- +15 END PERM. CON ,-- -- 1
INPLACE ROC S h:, ,,
64
\ GRAVEL PARKING LOT END CONST. ' I
_ iii„
... c./ TARASTW )4
'? ,
- 2 I
\ I—
I ----- 11 . ' . —
PATIO
GARDEN 40
15 4 (. ii X
c.
i
i o<,
\
X .., I
i '
J AO \
PHILS TARA
\
\
HIDEAWAY --- O
2 1
i
1 6 : r
8618 C&G
I 4' CONC WALK-- 4' CONC ALE—
t - \
\
I
I . — ..._
--I-- i
i
1 \
\
4 ___ ___ ,
O"
6 , •::;
Li . r4
CONST. LIMITS —\\ ,.
Ni l ,, - 2
i . - . 24
2 c. TARA
i . 1
t ..,
i 1
1 /
A I
CONST. LIMITS
■ ----------______
I 1
I
I
• ( 1 --- 8618 C&G
--,)
f
I I
1
t2' 1
4' CONC WALK I
\ ---- 7 4 1
1 1
) (D PROPOSED SIDEWALK TO FOLLOW CURVATURE OF THE INPLACE ROCKS. I
I
/I 80'
.4 I
I
M e FOR DETAILS SEE SHEET NO. 15.
CD PROVIDE 10 CURB DROP FOR FUTURE PATH TO BE CONSTRUCTED BY OTHERS. ; 8618 C&G I
sl- 1r: I i
F sq- z i
L
-I
L' ti
k. I .0 EZZ ACCESS ROAD USED TO ENTER PROPOSED PARKING LOT SITE. NOTE.
FOR PARKING STALLS, SEE SHEET NO. PM2.
50
SCALE IN FEET CONSTRUCTION PLAN
DRAWN BY: GLJ CHECKED BY: HS CERTIFIED BY /" atr.4 LIC. NO 45051 DATE 8/15/12 STATE PROJ. NO. 8214-114AB (T.H. 36) SHEET NO. 13 OF 18 SHEETS
LI 115L11/1 Ma
_ _
PROPOSED 12' TRAIL (FUTURE)
I;} IBIT 5
PARKING LOT TABULATION �-
� o RAW _ +15 END PERM. CONST. . lPL162
a PT.NO. Y X Z RADIUS GUTTER
TYPE , PLIII 64' PL112�
ELEV. FEET PL110. % PLI13 2 0 PL149 ( - CD
P1.100 205360.33 508299.15 847.63 3 OUTPUT 040, P1.101 205363.33 508296:15 847.62 OUTPUT �/V' _ .- 5
W 3 PLI 3 205380.33 508293.15 847.46 0 TPUT
/ / ~ // U
W PLID4 205380.33 508276.65 847.53 INPUT PLI07 PL109 `PLII4 PL148 CO
o P1.105 205383.33 508273.65 847.52 3 INPUT •% ` LID
W PL106 205548.33 508273.65 845.85 INPUT Vii) U
PL108 PLUS CO
o PL107 205551.33 508276.65 845.84 3 INPUT W I
i P1108 205551.33 508306.65 845.69 3 - INPUT W A 40' ,
P1.109 205554.33 508309.65 845.62 INPUT � T
PL110 205570.33 508309.65 845.46 INPUT 1-, J ` PL132 PL133 PL116 P1.150 PLI60
PL111 205573.33 508312.65 845.44 3 INPUT J Q PL139 ; ' PL134 PLII QI
PL112 205573.33 500373.65 845.15 INPUT 3
3 PL1 PL136 P L 19
P1.113 205570.33 508376.65 845.16 INPUT 8 6 1 8 C &G P1.121 PL159
P1.114 205554.33 508376.65 845.32 3 INPUT CD U
Z
PL115 205551.33 508379.65 845.33 INPUT Cr p
4' CONC WALK 4 PLt51
PL116 205527.33 508382.15 845.53 OUTPUT IL U CONC WAL
PL117 205525.83 508379.15 845.55 1.5 OUTPUT - _� 19'
�-
P1.119 205524.33 508380.65 845.57 OUTPUT
PL120 205524.33 508394.65 845.64 3 OUTPUT A
P1.121 205521.33 508397.65 845.66 OUTPUT CO
PL122 205415.33 508397.65 846.60 3 OUTPUT Cr
P1.123 205412.33 508394.65 846.64 OUTPUT O CO 0
PL124 205412.33 508382.15 846.70 3 OUTPUT '-' .6 C
PL125 205409.33 508379.15 846.74 OUTPUT U
I-
PL126 205407.33 508379.15 846.75 3 OUTPUT X CO (V _ 1--1 P1.127 205404.33 508382.15 846.77 OUTPUT 03 U - -4 ^-'
c PLI28 205380.33 508382.15 847.00 3 OUTPUT LO
0
- 5 % w m
g PL129 205377.33 508379.15 847.06 OUTPUT --� O , 0 M < 24'
CC
P1.130 205363.33 508379.15 847.20 3 OUTPUT
LO Q C1
a PL131 205360.33 508376.15 847.23 OUTPUT m
iv PLI32 205527.33 508320.15 845.91 1.5 OUTPUT
% PL133 205527.33 508351.15 845.74 OUTPUT
c PL134 205525.83 508354.15 845.75 15 OUTPUT APPROX. 0.5
P1136 205524.33 508352,65 845.77 1.5 OUTPUT
PL137 205524.33 508318.64 845.94 1.5 OUTPUT
i P1.139 205525.83 508317.15 845.93 OUTPUT
v
P1.140 205407.33 508318.66 847.07 1.5 OUTPUT ,P1.152
PL341 205407.33 508352.67 846.90 OUTPUT
m PL143 205405.83 508354.16 846.91 1.5 OUTPUT V P1.124 ✓ PL122
P1.144 205404.33 508352.67 846.93 1.5 OUTPUT PL140 P1.141 V P _ 1 23
° P1.145 205404.33 508318.66 847.10 OUTPUT P L126 pL13
■ QQ ^ PL146 205405.83 508317.16 847.08 1 ' 5 OUTPUT PL1.16 (e.._, .3) PL143
PL148 205551.33 508393.65 845.26 20 INPUT T PI 8 C 6G P1.144 P1.127
p P1.149 205569.63 508413.57 845.06 INPUT
w PL150 205527.33 508393.65 845.46 OUTPUT
PL151 205507.33 508413.65 845.68
20 INPUT - 4' CONC WALK
2 P1.152 205424.33 508413.65 846.51 20 INPUT 11 ` PLI03 PL128
PL153 205404.33 508393.65 846.60 INPUT
PL104 PL102 PL129 /� PL
ti a $ P1.154 205380.33 508408.15 846.90 5 5 OUTPUT PL156
e P1.155 205374.83 508413.65 847.00 OUTPUT O
W P1.156 205373.98 508413.65 847.01 6.5 OUTPUT
W PL157 205367.48 508420.15 847.07 OUTPUT PL157 'PLI58
PL10 . PL130
P1.158 205367.48 508451.64 846.74 OUTPUT
C ti = PL159 205521.22 508451.64 845.22 INPUT PL100 PL131,
vii ¢ PL360 205530.93 508441.65 845.54 30 INPUT 80
' II I
° 4 �
PLI61 205581.35 508413.67 844.89 INPUT
PL162 205581.36 508441.64 844.89 INPUT B61 8 C& G
NOTE:
FOR PARKING STALLS, SEE SHEET NO. PM2.
I 30 I ID PROVIDE 5' GUTTER TRANSITION FROM INPUT TO OUTPUT. FOR LIGHTING, SEE SHEET N0. SL1 TO SL5.
SCALE IN FEET
L^, CONSTRUCTION DETAILS
DRAWN BY: GU I CHECKED BY: HS I CERTIFIED BY wit` 0 .. LIC. NO.45D53 DATE 8/15/12 STATE PROJ. NO. 8214 -114AB (T.H. 36) SHEET NO. 14 OF 18 SHEETS
— ', � EXHIBIT 6
B Q FRONTS3- PROPOSED
L
ccc, _ GRADE SWALE TO APRON INLET (I
�' �}, - . : : 1 2; OR GRADING -0- , ei
VI EiE
INPLACE — c_ TA.AS , JON fJf I -
GRAVEL PARKING LOT END CONST. 7 0 ■ � 1 �
......1147 `' 1r1 ��1 `V r / /
— — ( X
1 RO '` /
P ATIO s l , •
13\ GARDEN E. , ( e
I PHILS TARA ( �) -~
HIDEAWAY J Js
•
R 1 J /I
• CONST. LIMITS Ar /
LEGEND
a lr �� JJ SEED MIXTURE SPECIAL 0 70 LBS /ACRE -
-, EROSION ,, BLANKET CAT /
6 - C ONS T. LIMITS
. N FERDTIMIORTYPEE3ICL350T0BSBACRERE \����
EROSION CONTROL BLANKET CAT 00
a
FILTER LOG, TYPE COMPOST LOG 7/
o DRAINAGE STRUCTURE - CATCH BASIN r ON
,, a APRON
— >— PROPOSED STORM SEWER
:' 1 (XXXX) STRUCTURE NUMBER r�I
y —4.. SURFACE FLOW E
o i
SEED MIXTURE DESIGN SPECIAL •
t , L-
o RATE RATE X OF MIX y
COMMON NAME
SOW MAINTENANCE SCIENTIFIC NAME (KG /HA) (LB /AC) (% by wt)
p
�
KENTUCKY BLUEGRASS OA PRATENSIS LOW MAINTENANCE 40.35 36 16.36%
SHEEP FESCUE ESTUCA OVINA 28.02 2 - 11.36% 50
RED FESCUE - ESTUCA RUBRA 71.73 64 29.09%.
CHEWING'S FESCUE ESTUCA RUBRA SSP. COMMUTATA 49.32 44 20.00% 0
— 1ARD FESCUE FESTUCA TRACHYPHYLLA 33.62 30 13.64% SCALE IN FEET
PERENNIAL RYEGRASS OLIUM PERENNE 23.53 21 9.54%
TOTALS: 246.58 220 100%
TURF ESTABLISHMENT AND DRAINAGE PLAN
DRAWN BY: MRS I CHECKED BY: HS I CERTIFIED BY LIC. NO. 4 DATE 8/15/12 STATE PROD. NO. 8214 -114AB (T.H. 36) SHEET NO. 17 OF 18 SHEETS
C RFD 1∎ SIaK MINED
\ , I --- I r -- r — 60th ST. N. EXHIBIT 7
PROPOSED 12' TRAIL
`,:i'
` �
\
a •
W _ -- rr "- 0 X
o
® I 30
r
CC r
PHILS TARA SCALE IN FEET
J l
HIDEAWAY
X90' 90'x`
\ : 9' 148.5j
J t--9' 0 X K 25 ^I
® 9 A
`
25' I
'
18.5
I NOTE 71 PARKING STALLS
OA VAN ACCESSIBLE PARKING STALL
k18.5' 9
8.5;
1 0 C A
ill ? 5 — 24'
L, N
gW r Y
U .a m
� ~ • - - (.71 o?� v- .
SIGNING & PAVEMENT MARKING DETAIL
DRAWN BY: JV 1 CHECKED BY: HOG CERTIFIED BY " �!l ' „�1 ...4 .a-- LIC. NO. 40535 DATE R/14/7012 STATE PROJ. NO. 8214 -114AB (TH 36) SHEET NO. PM2 OF PM6 SHEETS.
EXHIBIT 8
B N_
N
P
THE FOLLOWING STANDARD PLATES APPROVED BY THE
MINNESOTA DEPT. OF TRANSPORTATION AND THE FEDERAL
HIGHWAY ADMINISTRATION SHALL APPLY ON THIS PROJECT.
STANDARD PLATES
PLATE NO. DESCRIPTION
8106B EOUIPMENT PAD B
8127C LIGHT BASE DESIGN E
TAB SL TABULATION OF LIGHTING QUANTITIES
v S.P. 8214 -114AB
ITEM NO. ITEM UNIT ESTIMATED
QUANTITIES
2545 ELECTRIC LIGHT SYSTEM LUMP SUM 1
2
•
2 d
O � 4
BY DATE REVISIONS ( .......ef. A .444 I HEREBY CERTIFY THAT SHEETS SL1 TO SL5 � l " LIGHTING Q U A N T I T I E S
HAVE BEEN PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND I AM A DULY H EL P. ENSKY
LICENSED PROFESSIONAL ENGINEER UNDER THE DATF 6 /9/ao/RLIC.N(1 19863 STATE PROJ.N0.8214 -114AB (T.H.36) SHEET NO. SL1 OF SL5 SHEETS
DRAWN BY PB CKD BYe GB DATEuB /2012 LAWS OF THE STATE OF MINNESOTA.
EXHIBIT 9
12" ARM
18" DIA A mem _
a I 10'hONPL
Of FO JOATIIN FOR GROUND
ma
s I mEN CROWD POD IS REWIRED 70 WATT HIGH
PRESSURE SODIUM
SHOEBOX LUMINAIRE
MIMI OM=
I iiiii r
BOL CIRCLE PER MANUFACTURERS
PLAN SPECIFICATION. 4' SO. ALUMIMUN POLE
DURANODIC 313 BRONZE COLOR
3" BOLT
1, PROJECTION
— .1- 10'
3 DIA. X 30"
ve• DIA. ICOR. CDATmi v ANCHOR BOLTS
MEW ROD ERN CLAM AND EV
Nee BANE teem ADS. SEE -
PLAN POE m01/0 NCO
PLACE 2" P.V.C.
Puce MIND Rm HORIZONTAL
TO OPCN O 7 TO T DEEP
u o MEIN POP DAM 40"
i j
'
f 1 18" DIA. X 40" TRANSFORMER BASE
BASE (MIX 3Y43)
v V
lil
a LIGHT BASE
8 DESIGN P
ELEV.
III
s
R¢W LIGHT BASE DESIGN P
' LIGHTING UNIT TYPE 1X -10
, 10
� °a
4 i
BY DATE REVISIONS
,, / /� / � /y LIGHTING DETAILS
//JJ
CERTIFIED BY� S� MIAMI LIC. N0. 19863 DATES 8/14/2012 —
DRAWN BY+ PB CKD 8Y+ DB DATE +B /2012
LICIAND + STATE PROJ.NO.8214 -114AB (T.H.36)SHEET NO. SL2 OF SL5 SHEETS
•
r
EXHIBIT 10
•
12" ARM 12" ARM
A mil me A mom
. 100 WATT HIGH. • 100 WATT HIGH
W PRESSURE SODIUM PRESSURE SODIUM
3 SHOEBOX LUMINAIRE 'SHOEBOX LUMINAIRE
2
W
5
Y
4' SQ. ALUMIMUN POLE 4' SQ. ALUMIMUN POLE
DURANODIC 313 BRONZE COLOR DURANODIC 313 BRONZE COLOR
20' 20'
NOMINAL
TRANSFORMER BASE TRANSFORMER BASE
4 A l1
i
La v1
N LIGHT BASE F LIGHT BASE
GROUND LINE DESIGN E MODIFIED DESIGN E SPECIAL
_
UM
4
W LIGHTING UNIT TYPE 1DX -20 LIGHTING UNIT TYPE 1X -20
Di
BY DATE REVISIONS � / //n y LIGHTING DETAILS
CERTIFIED BY '
^^Y' » �' LIC. NO. 19863 DATE. A/14/2012
cra,rn vx�aar ocuwm
DRAWN BYE PB CKD BY. GB DATE.1 /2012 STATE PROJ. NO. 8214 -114AB ( T. H . 36 ) SHEET NO. SL4 OF SL5 SHEETS
LEGEND
X
-)1 DOUBLE LIGHTING UNIT 1u
LIGHTING UNIT WB TH36
- PAD MOUNTED FD. PT. CABINET 120/240 VOLT
&j. - III PERMANENT GROUND ROD (25 OHMS OR LE55) EXH B1T
=____= 2 PVC CONDUIT (UNLESS NOTED OTHERWISE
EB TH36
m I 50
- -- INPLACE XCEL POWER POLE -
d ------- '""" n """" -- - SCALE IN FEET
ts a
FEEDPOINT A —435-- INPLACE XCEL POWER POLE
LIGHTING STANDARDS AND BASES
NO. LOCATION TYPE WATT
(1) 1 AS SHOWN 1X -10 70 S FRONTAGE ROAD _
/ / / iii r
(1) 2 1X -20 100
(1) 3 1X -20 100
4 1DX -20 100 — OHP Q • A OVERHEAD POWER
OHP • • p �A r -- -
5 100 __ 2-2 R.S.C.
6 1X -20 100 i i -
7 1X -20 100 INPLACE /� Ir
8 100 EL PARKING LOT l• � j� • �'-
AS SHOWN 1DX -20 — -- `; / II
PROPOSED XCEL S.O.P. 120/240V
9 100
- � �// tjv,` II POLE MOUNTED TRANSFORMER.
( 1) PROVIDE SHIELDS ON BACK ► ��
SIDE OF LUMINAIRE. -0- PATIO
C 3 FD. PT. A
W . SECONDARY GARDEN ''� MOUNTED SERVICE CABINET
. ONDARY TYPE LI
L 120/240V (METERED /.
EQUIPMENT PAD B.
PHILS TARA .......=— ■ff' =A 2' R.S.C. 3 -1 /C *2 TO
HIDEAWAY ¢ O (D® W XCEL POLE MOUNTED TRANSFORMER.
Z
Q IT O
d W DENOTES NEUTRAL CONDUCTOR
-
B AND R DENOTE CURRENT CARRYING CONDUCTORS
S F0. PT. A
120/240 VOLT
M 2 -2 POLE
1 BREAKERS
Q
c e _. 0 ® L
1 a i.........: pommommosummummimmilill 1111-4*(
(
` 2 -1 /C *8 3 -1 /C *8 3 -1 /C * O
. 1 -1 /C *6 0r. 1 -1 /C *6 0r. 1 -1 /C *6 0r.
C
h9¢ O
a'a
BY DATE REVISIONS FEEDPOINT: A LOCATION+ T.H. 36 near Beach Road.
LIGHTING PLAN
METER ADDRESS:
� � 15985 60th ST. N, Stillwater 55082
CERTIFIED BY /// P. LIC. NO. 19863 DATE. B/14/2G12 STATE - PROJ. NO. 8214 -114AB (T. H.36) SHEET NO. SL5 OF SL5 SHEETS
DRAWN BY. P8 CKD BY. GB - DATE. 111 1.116031001. r
i
n „
i
i Mr' ,1 ✓�
6666 ,.. - - i I N
- I k y/
1 -. � ��. -.- - .� 1161— _\ ,� < }' 2 �
z U 4J
8 I L /\
a �--s- o L
1.
TH.36 CONSTRUCTION OF THE PARKING - -.' ' ' ... N
1M. - ^' Y E N
■ ACCESS THROUGH MNOOT x
LOT MAY BE DEPENDENT UPON � 6666 6666 6666. ,.:.. 6 666,. n",3 j O
I" V im
.61
- 1 --- I � .. ' PROPERTY OF HWY A • 0 / LW
AUDI STREET NORTH 3E/ST. CROIX BRIDGE PROJECT T •.
/ � —_�— � a '
222 :: 0
•
-- / - --'- .. Y W
POSSTTRE A THROIEW . - _ ` \ �. �,\\ . ` a
ADJA P0.0PETfTY I - � - �
15021 I -T -- 123TATmI1 wx
t _. _ " g�48N1 EIfERGSE iikimb ..... ........, .RINRE ROAD AlS LOCAL TO FRONTAGE •,
- - -. - P LOT I I I "M" ODUN • ROAD AND LOCAL STREET • .'.
POSSIBLE PORT ABLE _J ` ElTSNVC 7
3x985 I BATHROOM Lounon g F- A� o = o - -- \ BrDRMWATER LEGEND:
I I I .. I _� c � \ ` iv • • " - - - IC \- :V EL � Y ,• EJasTING STORM
O T '- P O � \A EXISTING SANITARY
h� 4.,,§; .. a \ 5 ^ E%15TWGMW
d _ 2 FORMAL I ' TO BE Rfl G HOUSE
Sg 51
(‘I'''' e MYGRWND PIANNG .. : O GARDEN \ ` PROPOSED N.D. 111
59TH STREET NORTH _ 1 I i O PROPOSED PLEASURE ICE RINK
a n PROPOSED WARMING HIX15E
,,
' I 563.7 o
_ 1 6 1__ 1a.1z PICNIC uE , ; - SHELTER \ ]3 NG r i i H - H R 7 N E K BHIO iNG / RINK _ o o f - nk 12.12 PICNIC ' � 1 Y � C � TR . C o Bo __ Al 1
P EWS IN ALL DIRECTIONS, LOCATED
WITH
S H arizorRnl
EWS IN ALL DIRIXNS, _
I VI
On HIG POINF (S lE B DESIGN TO
_ I 15330 I � - - _I
BE DETERMINED AT A LATER DATE)
SETH STREET N
1494 &1497V I I
I
_
I 15357 r..
(VP.) PROPOSED TRAIL 15331
(VP.)
I I
I c -- __ 6 166 __ I
1 _
` —EWING GRA 4 1 _
t ' DRIVEWAY � ....
14949
------------------ - - - - -- __— __ —__— _ — \ - -- Oak !'url Ity kHofeighls
VM1EY NEW INVESTIGATE 50UNi TRAILI .,.,
PAAI(
CONNECTION THROUGH . -
VALLEY VIEW PARK I THIS PLAN IS CONCEPTUAL ONLY AND
z 1 PAR
1 I KS COMMISSION B SITE - _r^ TPC
L' 14935 I TASK FORCE MDTEE ALL
1 ELEMENTS ARE 5B/ECT TO DESIGN C
REVIEW, POSSIBLE CHANGES, MID
14933 • APPROVAL BY THE CITY COUNCIL
I V } "'r'�
T
i _
J
N
1 g g R a i f a' 41i t r
•
N .
: \ ' 1 4
491 i 4 P;
A 'I * Ail' te " .t. f 0 '-'''''`, .,
1.
" � e , , r ` . ,., _ . sr • , ' '0,7, ..". ,`"..,,, I ! \I \°, \ ,
* N'',, ‘,.. qkk. '■'.„ 4* '44i' :,' 4e ' 41 ' ( 1 , ,,,,,,iv . 4.$4. e
4
f
o
r
. ems
Az
E ,
i i
a
_ ' a.,
Vi m, ^*'max
.. r11
Z
CO
CA
, fa
� 7 ■ 1u
s ,
x
'+4F "K of' f
f
Yx r
{ H
YF ? ' k
p y+ ^'
{ � �! ° t �
, ' . „
.. w g(Is
�� r
r
y ,,.
1 -, ' „,„c-z,-,,,,.: 1 4; -te. .„/'' .
e
w a y
.` ^+a«—
•
• I. • :i- 41frieko,. . wt.** ,,,,, ,.. ° tXYb
..
le
�
b.
ry "
e t
i
y �
� f �
, r y ,�
..
� v I.
•x
w
ry e
• 4 y - , 4
+� , ,& ys a
•