05-11-11 PRUTEM 5_-1
Memo
To: Chair Mike Brum, Vice Chair Krista Bean, Commission Members Kathy Roberts,
Susan Krekelberg, Peter Torresani, Rose Cassady and Duane Lauseng
CC: Mayor Jessica Stockamp, Commission Member Doug Schroeder, Tami Loff City
Clerk and City Planner Dan Licht
From: Sandy
Date: May 3, 2011
Re: Home School Softball Club
Kari Strunc, Coordinator for the Home School Softball Club, is interested in renting or using the
softball field in Prairie Park in late July or August when most leagues are done. The requested
dates shall not conflict with any scheduled tournaments.
It is up to the Parks and Recreation Commission to recognize this as a youth association where
there would be no fees involved in the usage of the field. If not recognized, the group would be
charged $ 100. 00 per day in accordance with the fee schedule adopted for field usage.
TPC3601 Thurston Avenue N, Suite 100
Anoka, MN 55303
Phone: 763.231.5840
Facsimile: 763.427.0520
TPC(Z.P Plan ni ngCo. com
I&PUM191-MINI"11 IT,
TO: Otsego Parks and Recreation Commission
FROM: Daniel Licht, AICP
DATE: 11 May 2011
RE: Otsego — Recreation programming work shop
TPC FILE: 101.01
City staff would like to schedule a work shop of the Parks and Recreation Commission
for Wednesday, 18 May 2011 at 7:00. The purpose of the work shop is for the Parks
and Recreation Commission to meet with representatives of the City of Elk River
regarding recreation programming goals.
An email regarding the work shop was previously sent to Parks and Recreation
Commission members. City staff received confirmation from Commissioners Bean,
Krekelberg and Roberts. At least one more Commissioner would need to attend for a
quorum to be present. Alternate dates could also be considered if that is the
preference of the Parks and Recreation Commission.
C. Tami Loff, City Clerk
Gary Groen, Finance Director
Brad Belair, Public Works Supervisor
I -r EE M 6
3601 Thurston Avenue N, Suite 100
Anoka, MN 55303
Phone: 763.231.5840
Facsimile: 763.427.0520
TPCTPC@PlanningCo.com
MEMORANDUM
TO: Otsego Parks and Recreation Commission
FROM: Daniel Licht, AICP
DATE: 4 May 2011
RE: Otsego — Prairie Park; Splash pad plans and specs
BACKGROUND
The Parks and Recreation Commission and City Council previously approved a concept
plan for construction of a splash pad at Prairie Park. City staff and SRF have advanced
the project to complete plans and specifications and cost estimate for construction.
Items of note or specific review by the Parks and Recreation Commission:
The sidewalk at the perimeter of the splash pad is specified to be colored to
reduce staining from well water.
Two controllers are to be installed to regulate the toddler and family/teen spray
features separately.
The landscape plan will be developed by Aaron Dorvinen working with City staff
as his of an Eagle Scout project. It is expected that the landscape plan would
be submitted to the Parks and Recreation Commission and City Council after
construction approval for the overall splash pad project by July. Public Works
staff will also obtain quotes for the irrigation system to be considered at the same
time.
The City Engineer and SRF have worked together to design a drainage system
that will flow by gravity from the splash pad to the wetland area at the west side
of Prairie Park without the need for storage tanks and/or pumps reducing both
cost and complexity.
The Parks and Recreation Commission must select the design for the rock wall
from the three samples provided.
The plans involve removal of additional asphalt trail adjacent to the play
containers due to wear as recommended by Public Works Supervisor Belair.
These asphalt trail sections would be replaced with concrete.
City staff met with Wright -Hennepin Electric Co -OP to discuss a pedestrian
lighting plan for the trails within Prairie Park including adjacent to the proposed
splash pad. These plans will be submitted for review by the Parks and
Recreation Commission at their 11 June 2011 meeting.
Labor for the project will be broken down as follows. Those items to be
performed by contractor will involve solicitation of quotes for City Council
approval.
1 . Project oversight: City staff
2. Removals: Public Works
2. ' Surveying: City Engineer
3. Splash Pad piping/concrete/mechanicals: Contractor
4. Sitting walls: Contractor
5. Landscaping: Dorvinen/Public Works
6. Irrigation: Contractor
7. Furniture/Signs: Public Works
The project costs for labor and materials are summarized below. Estimated
costs reflect the numbers used in developing the concept plan:
1
Splash Pad:
a. Controller:
$51,260
b. Facility:
$77,642
2.
Tables:
$ 3,150
3.
Drainage system:
$20,103
4.
Landscaping:
$11,800 (est.)
5.
Lighting:
$ 6,000 (est.)
6.
Irrigation:
$ 4,500 (est.)
7.
Signage:
$ 2,500 (est.
TOTAL:
$176,955
The total project cost as outlined on the estimate for Concept Plan A-2 dated 8
March 2011 was $135,480.00 and did not include the drainage system. The
project cost based on the plans and specifications has a $15,150 increase for
asphalt and concrete. There is additional pavement replacement based on the
drainage solution chosen, although that solution will reduce the overall project
costs. The cost to add color to the perimeter sidewalk adjacent to the splash pad
is $3,340. City staff expects the costs for landscaping, lighting and signage to
be significantly less than the concept plan estimate but has used these numbers
above for continuity.
2
EXHIBITS
A. Cost estimate (3 gages)
B. Sitting wall cut sheets (6 sheets)
C. Table photo (1 page)
D. Splash pad plans and specs (10 sheets)
E. Drainage plan (2 sheets)
RECOMMENDATION
City staff recommends approval of the Plans and Specifications for consideration by the
City Council at their meeting on 23 May 2011.
POSSIBLE ACTIONS
A. Motion to recommend approval of plans and specifications for construction of a
splash pad at Prairie Park.
B. Motion to table.
C. Tami Loff, City Clerk
Gary Groen, Finance Director
Brad Belair, Public Works Supervisor
Ron Wagner, City Engineer
Andy MacArthur, City Attorney
Timothy Wold, SRF
Aaron Dorvinen
Prairie Park Splash Pad
Otsego, Minnesota
UNIT LEGENDS: LS=Lump Sum, SF=Square Feet, SY=Square Yards, EA=Each,
LF=Lineal Foot, FF=Face Feet, CY=Cubic Yards, AC = Acres
SRF Consulting Group, Inc.
Project No. 0005521
Prairie Park Splash Pad - Construction Cost Estimate 5/5/11
1 - Site Surveying Removals
Estimated
Unit Cost
Total Cost
No]Section
Description
Qty-
Unit
(in Dollars)
(in Dollars)
Provide all necessary construction surveying
1
and staking to meet layout and grading
1
LS
$500.00
$500.00
requirements for all work - complete
2
Remove all items specifically noted for
1
LS
$3,500.00
$3,500.00
removal on Sheet 1 - complete.
Section 1 - Site Surveying/Removals Total:
$4,000.00
Estimated
Unit Cost Total Cost
No]Section
2- Earthwork Description
Qty-
Unit (in Dollars) (in Dollars)
1
1 Furnish and install 12" depth topsoil
288
CY $9.00 $2,592.00
Section 2 - Earthwork Total: $2,592.00
Estimated
Unit Cost
Total Cost
No]Section
3- UtiliteLq2§cription
Oty.
Unit
(in Dollars)
(in Dollars)
Furnish and install 4" PVC water service
1
including connection to existing irrigation
305
LF
$22.00
$6,710.00
service and all required appurtenances -
complete.
Furnish and install 2" PVC water service
2
pipe and all required appurtenances -
56
LF
$16.00
$896.00
complete.
Furnish and install 6" PVC drainage pipe
3
from splash pad drains to storage tank -
86
LF
$15.00
$1,290.00
[complete.
Section 3 - Utilities Total:
$8,896.00
ISection
Estimated
I
Unit Cost
Total Cost
No.
4- Asphalt &Concrete Description
Qty-
Unti
(in nmilars)
(in Dollars)
Furnish and install asphalt paving for trails,
1
including 2 1/2" thick MnDOT 2360 asphalt
112
SY
$21.00
$2,352.00
wearing course and 6" MnDOT 3138 Class 5
aggregate base -complete
2
Furnish and install 6" thick concrete paving
2,481
SF
$7.00
$17,367.00
with integral color - complete.
3
Furnish and install 4" thick concrete paving
1,336
SF
$6.00
$8,016.00
with integral color - complete.
4
Furnish and install 4" thick concrete
E
2,692
SF
$3.50
$9,422.00
complete
Section 4 - Asphalt & Concrete Total:
$37,157.00
Prairie Park Splash Pad
Otsego, Minnesota
SRF Consulting Group, Inc
Project No. 0005521
ALTERNATE BID ITEMS
I
Estimated
No.iAlternate Bid IteM_g2§cNptiion
Unit Cost
Total Cost
No.
Section 5- Site F�L��Description
QtV.
Unit
(in Dollars)
(in Dollars)
$3,000.00
Install splash pad spray features, controllers,
$150.00
Alternate Bid Items with 5% Contingency
$3,150.00
and timer/power source including electrical
1
service, enclosure and concrete pad for
1
EA
$12,500.00
$12,500.00
timer, 1" PVC piping, and all necessary
appurtenances - complete.
Furnish and install modular block seatwall
2
with cap including 6" MnDOT 3138 Class 5
340
FF
$25.00
$8,500.00
.aggregate base - complete.
I
3
Reinstall salvage benches and trash
ireceptacle
3
EA
$100.00
$300.00
- complete.
Section 5 - Site Furnishings:
$21,300.00
Subtotal
$73,945.00
5% Contingency
$3,697.25
Total Estimated Construction Cost with 5% Contingency
$77,642.25
ALTERNATE BID ITEMS
No.iAlternate Bid IteM_g2§cNptiion
Estima
Qtyi:te:d
.
� (Unit C.st)
in Doll rs
Total Cost
(in Dollars)
1 1 Furnish and install picnic tables- complete.
3
EA 1 $1,000.00
$3,000.00
Alternate Bid Items Total
$3,000.00
5% Contingency
$150.00
Alternate Bid Items with 5% Contingency
$3,150.00
ENGINEER'S ESTIMATE
EFFLUENT PIPE PLAN
PRAIRIE PARK SPLASH PAD
CITY OF OTSEGO
ITEM
NO.
SPEC. REF. DESCRIPTION
UNIT
UNIT
COST
TOTAL
ESTIMATED
QUANTITY
TOTAL
ESTIMATED
COST
1
F021 5-01 MOBIL17ATION
LUMP SUM
$500.00
1
$500
2
2601.515 8"METALAPRON
EACH
$200.00
1
$200
3
2502.621 6" PVC PIPE DRAIN
L
$ 0
2NN
4
2502.541 18" PERF PE PIPE DRAIN
LIN FT
5 1 1�206
5
2506.501 ICONSTRUCT DRAINAGE STRUCTURE DESIGN N
�E�ACH
$ 50.00
4
6
2506.516 1 CASTING ASSEMBLY
I EACH 1
$425-00
4
K:'cad_eng�PROJECTSWUNICIPAL%OT720-201 I�Exoehsplash Paftt720-Scheduleuds
March 30. 2011
Prairie Park Splash Pad
City of Otsego
Site Furnishings
Tables
46"Round
ADA Accessiblie
Color: Dark Blue Top/Seats with Black Frame
Seat Walls
Keystone Verazzo or approved equal
Color: Buff
SRF Consulting Group, Inc.
May 5, 2011
PLAN SYMBOLS
STATE LINE
COUNTY UNE -
TOWNSHIP OR RANGE LIN,
SECTION INE
QUARTER
I
SXTEENTH LNE
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GENERAL
SITE IMPROVEMENTS
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RIGHT -OF -W AY UNE—
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C NTROL OF ACCESS LINE
PROPERTY LINE (E .. pt Lord Lines) -
VACATED PLATTED PROPERTY
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TRUNK HIG WAY CENTER LINE
- - - - - - - - - -
P-' T
PRAIRIE PARK CITY OF OTSEGO
C C. RETAINING WALL
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PRINT NAME: TImothy B. Wold
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SIGNATURE:
DATE: MaY 5. 2011
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PRINT NAME: TImothy B. WoIId
SIGNATURE:
DATE: May S. 2011
LICENSE #: 42164
REVISIONS
NO. DATE BY CHKD APPR
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SIGNATURE:
DATE: May 5, 2011
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X911.51
X911.13
ACIGESS RAMP - FIELD
VER 1;� LOCATION)NI-1-H
011
0 a w
6 In ftft
X911.66
SHEEr
3
OF
10
0
?OJECT
)CATION
0 - INDICATES PROJECT LOCATION
1. BARE ROOT PERENNIALS MUST BE
INSTALLED IN THE SPRING NO LATER
THAN JUNE 1ST OR FOLLOW THE FALL
DECIDUOUS PLANTING DATES.
2. ACTUAL DATES MAY CHANGE
DEPENDING UPON SEASONAL
CONDITIONS, AS DETERMINED BY THE
ENGINEER.
3. FALL PLANTING IS NOT ALLOWED FOR
BARE ROOT FORM OF THE FOLLOWING
SPECIES: HAWTHORN, DOGWOOD,
POPLAR, HACKBERRY, LINDEN,
IRONWOOD, HONEYLOCUST, BIRCH,
MOUNTAIN ASH, MAPLE, WILLOW,
CRABAPPLE, PLUM/CHERRY, OAKS, AND
SUMAC.
I PLANTING DATE BY ZONES I
KEY I SPRING I FALL
I nFrintimis, I r.nNIFFRnI I� I PrRFNNIALS I <ZFFm iNrq I DECIDUOUS
AFKIL / I AVIIIL / I AI'KILJ / TO TO
JUNE 1 To MAT 1 NOV. 5 SEPT. 11
TO TO TO
0/mON/ I MAY 17 1 JUNE 15 MAY 7 1 UL " 1'U I "U" "5
PLANT INSTALLATION PERIOD
LONG
DILYPROPYLENE OR
OLYETHYLENE, 40 MIL THICK
NO 1.5" WIDE STRAPS.
TTACH WITH 10 go WIRE.
PLANTING PLANTING A
SOIL SOIL
MULCH MULCH
171
:1B B
BALLED & BURLAPPED STOCK
1. SCARIFY SIDES AND BOTTOM OF HOLE.
2. PROCEED WITH CORRECTIVE PRUNING AS DIRECTED BY
THE ENGINEER.
3. SET PLANT ON UNDISTURBED NATIVE SOIL OR
THOROUGHLY COMPACTED PLANTING SOIL. INSTALL
PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE
THE FINISHED GRADE WITH BURLAP AND WIRE BASKET.
(IF USED). INTACT.
4 - BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP
OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE
TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL
AND NAILS FROM THE TOP 1/3 OF THE RAI I. REMOVE
ALL TWINE. REMOVE OR CORRECT STEM GIRDLING
ROOTS.
5. SLIT REMAINING TREATED BURLAP AT 6" INTERVALS.
- PLUMS AND BACKFILL WITH PLANTING SOIL.
7. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE
PLANTS AND FILL VOIDS.
8. BACK FILL VOIDS AND WATER SECOND TIME.
9. PLACE MULCH WITHIN 48 HOURS OF THE SECOND
WATERING UNLESS SOIL MOISTURE IS EXCESSIVE.
INSTALLATION OF PLANTS
1. SCARIFY SIDES AND BOTTOM OF HOLE.
2. PROCEED WITH CORRECTIVE PRUNING OF TOP AND
ROOT AS DIRECTED BY THE ENGINEER.
3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL
MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS
ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS.
4. SET PLANT ON UNDISTURBED NATIVE SOIL OR
THOROUGHLY COMPACTED PLANTING SOIL. INSTALL
PLANT SO THE TOP OF THE ROOT FLARE IS AT OR UP
TO -r ABOVE THE FINISHED GRADE.
5. PLUMB AND BACKFILL WITH PLANTING SOIL.
6. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE
PLANTS AND FILL VOIDS.
7. BACK FILL VOIDS AND WATER SECOND TIME.
8. PLACE MULCH WITHIN 48 HOURS OF THE SECOND
WATERING UNLESS SOIL MOISTURE IS EXCESSIVE.
TEEL POST SEE CHART ZONE 2
MA�N-
in
IULCH
ONTARIO
INISHED GRADE
INDISTURBED SOIL
STEEL POST SIZING
CALIPER
STEEL POST TYPE
APRIL 21
APRIL 21
MAY 1
APRIL 21
OCT. I
AUG. 25
7'-G-,)
I -U4'-Cr
T174 T-
TO
TO
1
TO
TO
1
TO
1
TO
I
�1")- B.B.
GREATER
10'. 2.2 LB. FLANGED
JUNE 1
JUNE 1
JUNE 1 5
JUNE 1
NOV. 1
SEPT 16
AFKIL / I AVIIIL / I AI'KILJ / TO TO
JUNE 1 To MAT 1 NOV. 5 SEPT. 11
TO TO TO
0/mON/ I MAY 17 1 JUNE 15 MAY 7 1 UL " 1'U I "U" "5
PLANT INSTALLATION PERIOD
LONG
DILYPROPYLENE OR
OLYETHYLENE, 40 MIL THICK
NO 1.5" WIDE STRAPS.
TTACH WITH 10 go WIRE.
PLANTING PLANTING A
SOIL SOIL
MULCH MULCH
171
:1B B
BALLED & BURLAPPED STOCK
1. SCARIFY SIDES AND BOTTOM OF HOLE.
2. PROCEED WITH CORRECTIVE PRUNING AS DIRECTED BY
THE ENGINEER.
3. SET PLANT ON UNDISTURBED NATIVE SOIL OR
THOROUGHLY COMPACTED PLANTING SOIL. INSTALL
PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE
THE FINISHED GRADE WITH BURLAP AND WIRE BASKET.
(IF USED). INTACT.
4 - BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP
OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE
TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL
AND NAILS FROM THE TOP 1/3 OF THE RAI I. REMOVE
ALL TWINE. REMOVE OR CORRECT STEM GIRDLING
ROOTS.
5. SLIT REMAINING TREATED BURLAP AT 6" INTERVALS.
- PLUMS AND BACKFILL WITH PLANTING SOIL.
7. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE
PLANTS AND FILL VOIDS.
8. BACK FILL VOIDS AND WATER SECOND TIME.
9. PLACE MULCH WITHIN 48 HOURS OF THE SECOND
WATERING UNLESS SOIL MOISTURE IS EXCESSIVE.
INSTALLATION OF PLANTS
1. SCARIFY SIDES AND BOTTOM OF HOLE.
2. PROCEED WITH CORRECTIVE PRUNING OF TOP AND
ROOT AS DIRECTED BY THE ENGINEER.
3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL
MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS
ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS.
4. SET PLANT ON UNDISTURBED NATIVE SOIL OR
THOROUGHLY COMPACTED PLANTING SOIL. INSTALL
PLANT SO THE TOP OF THE ROOT FLARE IS AT OR UP
TO -r ABOVE THE FINISHED GRADE.
5. PLUMB AND BACKFILL WITH PLANTING SOIL.
6. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE
PLANTS AND FILL VOIDS.
7. BACK FILL VOIDS AND WATER SECOND TIME.
8. PLACE MULCH WITHIN 48 HOURS OF THE SECOND
WATERING UNLESS SOIL MOISTURE IS EXCESSIVE.
TEEL POST SEE CHART ZONE 2
MA�N-
in
IULCH
ONTARIO
INISHED GRADE
INDISTURBED SOIL
STEEL POST SIZING
CALIPER
STEEL POST TYPE
A
B
C
D
LESS THEN
ROLLED STEEL FENCE
POST (Mn/DOT 34-03)
7'-G-,)
I -U4'-Cr
T174 T-
3'-0*
4 INCHES
OR APPROVED EQUAL.
VINES
MIN.
�1")- B.B.
GREATER
10'. 2.2 LB. FLANGED
(TV')
(1.5") B.B. (61-)
(1 T)
(1.75-) B.B. (66")
THEN 4
INCHES
CHANNEL STEEL SIGN
POST (Mn/DOT 3401)
MIN.
(19")
(3*) B.B. (96')
(29-)
OR APPOVED EQUAL.
(2R
(47) B.B. (129"�----T2
)
CONIFEROUS
TREES
AT LEAST 2/3 OF
ALL CONIFER
BRANCHES WILL
CONTAIN TERMINAL
BUDS
STAKING AND GUYING
1. STEEL POSTS TO BE NOTCHED OR
DRILLED TO RETAIN GUY WIRES. PLACE
OUTSIDE OF ROOT BALL. DRIVE PLUMB
REGARDLESS OF GROUND SLOPE.
2. REQUESTS TO SUBSTITUTE RUBBER HOSE
AND WIRE GUYING SYSTEMS WILL NOT
BE APPROVED.
. T EE STAKING IS NOT REQUIRED UNLESS
SPECIFIED OR NECESSARY TO MAINTAIN
TREES IN A PLUMB CONDITION WHERE
VANDALISM, SOIL, OR WIND CONDITIONS
ARE A PROBLEM. OR AS REQUESTED BY
THE ENGINEER.
4. REMOVE AFTER ONE YEAR.
5' FOR DECIDUOUS TREES
8' FOR CONIFEROUS TREES
HOLE EXCAVATION WIDTH
IN ACCORDANCE WITH MINIMUMS
FROM THE PLANTING HOLE
DIMENSIONS CHART (SEE BELOW)
PREPARED PLANTING BED
AND BACKFILL SOIL
(THOROUGHLY LOOSENED)
MULCH
FINISHED GRADE
PLANTING SPACING OF MASS BEDS
U NAC E
KAN.
PLANTING HOLE DIMENSIONS
HOLE DEPTH FOR B&B AND CONTAINER PLANTS SHALL NOT EXCEED MEASURMENT
FROM ROOT FLAIR TO BOTTOM OF SOIL BALL.
PLANT TYPE
PLANT SIZE up MINIMUM
TO AND INCLUDING k") HOLE WIDTH
�PPROXIMATE
B HOLE DEPTH
DECIDUOUS &
ORNAMENTAL
TREES
11
(427)
(11.)
(1)) Sl� 48")
(To)
(6-) B.B. (�54:-)
T174 T-
(8.) B.B. F56-7-
(16-)
(10-) B.B. (66')
VINES
(12!') B.G. (6c)
�1")- B.B.
Z' SW
(1.25-) B.B. �56'
(TV')
(1.5") B.B. (61-)
(1 T)
(1.75-) B.B. (66")
(16")
(2*) B.B. (7 2- T-
(2.5*) B.F- (84-)
(19")
(3*) B.B. (96')
(29-)
(3.5*) B.B. (1147)
(2R
(47) B.B. (129"�----T2
)
CONIFEROUS
TREES
AT LEAST 2/3 OF
ALL CONIFER
BRANCHES WILL
CONTAIN TERMINAL
BUDS
(2') B.G.
(36')
(1 (r)
(3') B.B. (4V)
0 11.)
(4') B.B. (SI-)
(5') B.B. (60r)
1T
(15') B.B. (66')
(15.)
(7') B. (7r)
(16.)
(8.) B.B. (81-)
(1 G-)
(9') B.S.
(2T?
(10') B.B.-
(21-)
I B.B.
(24��
CONTAINER
GROWN
PLANTS
CELLPACKS / PLUG;
(2.5-)
(2.25') CONT. (7)
(5-
(3.5-) CONT. (1 Or)
(3")
(4-) CONT. Q 1-1
(4")
(4.5') CONT. (I T)
(47)
(6- / 1 OT.) CO 4T. (1
(#1) CONT - (11,
(&')
(#2) CONT - - o; �
(7 -5 -T --
(#3) CONT.- 29r
::�(8115
(#5) CONT. �(30" �)
(#7) CONT. (3T)
(#15) CONT- (44-)
(14-)
(#10) CONT. (45-)
(#20) CONT. (6a-)
(16-)
(#25) CONT. 1 (72-)
(1
) MICH. A
�TOHIO
IND.
QUEBEC
ACCEPTABLE PLANT STOCK GROWING RANGE LIMITS
SOURCE: U.S.D.A. PLANT HARDINESS ZONE MAP
1. PULL MULCH BACK NO LESS THAN Y AND NO MORE THAN 6' FROM
TREE TRUNKS.
2. SUBSIDING OR DETERIORATING MULCH IS ACCEPTABLE THROUGHOUT THE
CONTRACT IF THE MULCH DEPTH IS MAINTAINED AT A MINIMUM 3" DEPTH. A
3. IF THE MUCH DEPTH IS LESS THAN 5* ADDITIONAL MULCH IS REQUIRED
TO PROVIDE THE MINIMUM DEPTH SPECIFIED IN CHART BELOW.
B Ai&
4. MULCH CONTAMINATED WITH SOIL MUST BE REMOVED AND REPLACED. "'m ft -t- --,
MULCH PLACEMENT
ZONE MAP
ZONES LEGEND TEMPERATURE RANGE
2 -40 TO -50
3 -30 TO -40
4 -20 TO -30
FOR ALL PLANT STOCK, DOCUMENT ACCEPTABILITY
FOR HARDINESS IN THE MINNESOTA ZONE WHERE
THE PROJECT SITE IS LOCATED, AS FOLLOWS:
A. PLANT STOCK CONTINUOUSLY GROWN FOR AT
LEAST THE LAST TWO YEARS WITHIN THE
ACCEPTABLE LIMITS SHOWN.
OR
B. PLANT STOCK, GROWN OUTSIDE THE
ACCEPTABLE GROWING RANGE LIMITS, HAVING
THE SEED SOURCE OR ROOT AND GRAFT
STOCK ORIGINATING FROM THE ACCEPTABLE
LIMITS SHOWN.
TYPE OF PLANT
A
CENTER OF
PLANT TO
MULCH LINE
B
DEPTH OF
MULCH
CONIFEROUS TREES
3' MIN.
47-6"
DECIDUOUS TREES
3' MIN.
47-6"
CONIFEROUS SHRUBS
3' MIN.
'r-6"
DECIDUOUS SHRUBS
MIN.
47-6"
VINES
2' M -
PERENNIALS
Z' SW
5�* E 4�-
MACHINE-TRANSPLANTED
TREES
12" BEYOND
EDGE OF HOLE
47-6"
Llhl4kv
Consulting Group, Inc.
OTSEGO
ON THE G FAT RNIER ROAD
I her y certify that this plan,
p !cl?
c
ed cation or report was prepared
NrMunaer my, Inect su on
trl arn a n
it y.Lce
99'J.pe Arch . r e laws of
State of Minnesota.
PRIW NAME: Timothy B. Wold
SIGNATURE:
DATE: May S. 2011
LUMNSE *: 42164
REVISHM
NO. DATE BY CHKD APPIt
DRAWN BY TW
DESIGNED BY 'FW
CHECKED BY KG
COMM. NO. 0083521
SHEIET
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12"
S I
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Eq
PRAIRIE PARK
SPLASH PAD
City of Otsego, Minnesota
MISCELLANEOUS DETAILS
n 0 0
x
I I A
g
Stretcher Units
Ir Large
6" Mtdium
6" Small
Approximate Dimensions'
Front, 6" x 18" x 9"
6"x 12" x 9"
6" x 6" x 9"
Back, 6" x 16" x 9"
6" x 10" x 9"
6" x 4" x 9"
Approximate Weight*
70 lbs.
45 lbs.
20 lbs.
Coverage
0.71 sq. ft.
0.46 sq. ft.
0.21 sq. ft.
'INV
Stretcher Units 3" Large 3"Medium 3" Small
Approximate Dimensions* Front, 3" x 18" x 91, 3" x 12" x 9" 3" x 6" x 9"
Back, 3" x 16 x 9" 3" x 10" x 9" 3" x 4" x 9"
Approximate Weight' 35 lbs. 23 lbs. 10 lbs.
Coverage 0.35 sq. ft. 0.23 sq� ft. 0.10 sq. ft.
PW
,
Accessory Units XL' Cap MM 3" Column
Approximate Dimensions* Front, 3" x 18"x 13" 6" x 18" x 9" 3" x 18" x 9"
Back, 3" x 12" x 13" 6" x 18" x 9" 3" x 18" x 9"
Approximate Weight* 44 lbs. 75 lbs. 38 lbs.
See anchorwall.corn for
installation instructions.
*Product dimensions are height by face length by depth.
Actual dimensions and weights may vary from these
approximate values due to variations in manufacturing
processes. Specifications may change without notice.
See your Anchor representative for details, color options,
block dimensions and additional information.
'c) 2010 Anchor Wall Systems, Inc. The Highland Stone'
wall system is manufactured under license from Anchor
Wall systems, Inc. (AWS). The "Anchor Build Something
Beautiful" logo, "Highland Stone" and -XL" are trademarks
of AWS. The wall system blocks are covered by the AWS
Limited Warranty. For a complete copy, visit your local
dealer or see anchorwall.com.
Coverage 1.25 lin. ft. 1.13 sq. ft. 0.56 sq. ft.
Anchor Wall Systems, Inc., 5959 Baker Road,
&SO810 L865 08/10 Suite 390, Minnetonka, MN 55345.
KEYSTONE
Distributcd By:
I IF
U,Lf4 I
Keystone Retaining Wall Systems, Inc.
A CONTECH Company
4444 West 78th Street - Minneapolis, MN 55435
(952) 897-1040 - www.keystonewalls.com
We reseive the right to improve our products and make changes in the specifications
and design without notice. The information contained herein has been compiled by
KEYSTONE arid to the best of our lknc�e, accurately represents the KEYSTONE
product use in the applications which are illustrated. Final determination of the suitability
for the use contemplated and its manner of use are the sole responsibility of the user.
�LIITIIT LA
C2009 Keystone Retaining Wall Systems, Inc. Patents Pending VES-TF09
KEYSTONI
rffln
Unmatched Strength, Stabl lity
& Rugged Appeal
7