HomeMy WebLinkAbout2015-067 Council Resolutioni
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CITY OF LINO LAKES
RESOLUTION NO. 15-67
RESOLUTION APPROVING DEVELOPMENT AGREEMENT
FOR TURNBERRY CROSSING SECOND ADDITION
WHEREAS, the City Council approved the PUD Final Plan/Final Plat for Turnberry Crossing
Second Addition with Resolution No. 1.5-66 on June 22, 2015; and
WHEREAS, the City's subdivision ordinance and conditions of approval require the execution
of a development agreement between the Developer and the City of Lino Lakes.
NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes
hereby approves the Development Agreement between Hokanson Construction and
Development Company, Inc. and the City of Lino Lakes for Turnberry Crossing Second
Addition and authorizes the Mayor and City Clerk to execute such agreement on behalf of the
City.
Adopted by the Council of the City of Lino Lakes this 22 day of June , 2015.
The motion for the adoption of the foregoing resolution was introduced by Council Member
Stoesz and was duly seconded by Council Member Rafferty and upon
vote being taken thereon, the following voted in favor thereof:
Stoesz, Rafferty, Roeser, Kusterman, Reinert
The following voted against same:
none
ATTEST:
Juli.nne Bartell, Citylerk
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FIRST AMENDMENT
TO
DEVELOPMENT AGREEMENT
Turnberry Crossing Second Addition
This First Amendment to the Development Agreement dated March 28, 2005, is hereby
entered into by and between the City of Lino Lakes, 600 Town Center Parkway, Lino Lakes,
Minnesota 55014, and Hokanson Construction and Development Company, Inc., successor
to Bison Development, Inc., 9174 Isanit Street N.E., Blaine, Minnesota 55449 ("Developer") this
day of , 2015.
Recitals
1. The City and the Developer entered into a Development Agreement for the construction
of the planned unit development known as Turnberry Crossing.
2. The original development plan for Turnberry Crossing contemplated the construction of
two-story duplexes.
• 3. Only three of the originally planned duplexes were constructed by Developer.
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4. In order to better respond to the current housing market, Developer seeks to alter the
development plan by substituting one-story duplexes for the two-story duplexes.
5. The proposed one-story duplexes have a larger footprint than the original two-story
duplexes.
6. Developer seeks to replat Turnberry Crossing in order to increase the footprint of the 11
proposed one-story duplex sites. The proposed replat is known as Turnberry Crossing
Second Addition, legally described as Lots 1 through 11, and 24, Block 1, Turnberry
Crossing, Anoka County, Minnesota (final plat attached as Attachment A).
7. The City Council passed Resolution No. 15-46, Approving Amendment to Conditional
Use Permit for PUD Development Stage Plan/Preliminary Plan, on May 11, 2015, and
Resolution No. 15-66, Approving the PUD Final Plan/Final Plat, is proposed for approval
on June 22, 2015.
Agreement
1. Recitals. The above Recitals are incorporated herein as if fully set forth.
2. Amendment. The original Development Agreement shall govern the development of
Turnberry Crossing Second Addition except to the extent provided by this First
Amendment.
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3. Developer Improvements. The Developer Improvements and obligations set forth in
Section II, paragraphs 1 — 6 and 11 of the original Development Agreement were
completed. The remaining paragraphs of Section II apply to this Second Addition except
as otherwise noted. The Developer Improvements required for the Second Addition are
as set forth in the following plans:
a. Turnberry Crossing Second Addition plan set containing nine sheets, prepared by
Plowe Engineering, Inc. and E.G. Rud & Sons, Inc., dated May 13, 2015.
All Developer Improvements require City inspection and approval, and where
appropriate, the approval of any other governmental authority having jurisdiction. The
Developer Improvements shall be installed at Developer's expense.
4. Letter of Credit. Cost of Developer Improvements and description, as well as the
guarantee requirements (letter of credit), are as shown on Attachment B, which
supersedes and replaces the original Attachments A and B to the Development
Agreement. No letters of credit remain from the original Development Agreement. The
escrow remaining from the original Development Agreement shall be placed in the
escrow account for the Second Addition.
5. Recording and Release. The requirements of Section IV of the Development Agreement
apply to this First Amendment in the same manner as they applied to the original
Development Agreement.
6. Reimbursement of Costs. Attachment B hereto sets forth the required escrow for
reimbursement of City costs for the Second Addition. All other provisions of Section V
of the Development Agreement remain in effect.
7. General — Final Plat Approval. Section XII(C) of the original Development Agreement is
eliminated and replaced with the following:
The City agrees, contingent upon compliance with applicable City ordinances, to give
final approval to the plat of Turnberry Crossing Second Addition in accordance with
the Development Agreement and this Amendment upon execution and delivery of
this Amendment and all required security and documents. Developer shall revise the
HOA documents to reflect the new legal description.
8. Park Dedication. The park dedication fee was previously paid. Section XIV of the
original Development Agreement is not applicable to the Second Addition.
9. Property Taxes. No additional property is being dedicated to the public in the plat of the
Second Addition. Section XV of the original Development Agreement is therefore no
longer applicable.
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Hokanson Construction and
Development Company, Inc.
By:
Its:
STATE OF MINNESOTA )
) ss.
COUNTY OF ANOKA )
This instrument was acknowledged before me on the day of , 2015,
by , the of Hokanson
Construction and Development Company, Inc.
City of Lino Lakes, Minnesota
By:
Mayor
Attest:
City Clerk
STATE OF MINNESOTA
COUNTY OF ANOKA
) ss.
Signature of Notarial Officer
My commission expires:
On this day of , in the year of before me, a
Notary Public within and for said County, personally appeared Julianne Bartell, City Clerk of the
City of Lino Lakes, who executed the foregoing instrument, attesting to the signature of Jeff
Reinert, Mayor and acknowledged that it was executed on behalf of said City.
Notary Public
-91,00.00N 3;70; -SE , 00.0CW
CI -CI -G 10 SV 111011001111111
AdOO ALIVNIWIthld
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6/18/2015
ATTACHMENT B
PROJECT: TURNBERRY CROSSING 2ND ADDITION NUMBER OF REU's: 17
APPLICANT: Hokanson Construction, Inc. ASSESSED AREA (ac.): 3.83
IMPROVEMENTS
COST NOTES
DEVELOPER IMPROVEMENT COSTS
SITE GRADING $1,960
EROSION CONTROL $435
LANDSCAPING $21,350
STREETS
STORM SEWER CONST. (PAVERS) $11,664
SANITARY SEWER CONST.
WATERMAIN CONST.
ENGINEERING & SURVEYING $500
Total $35,909
Letter of Credit Amount X 150% $53,900
CITY IMPROVEMENT COSTS
TRUNK SANITARY SEWER
TRUNK SANITARY SEWER CREDIT
TRUNK WATERMAIN
TRUNK WATERMAIN CREDIT
TOTAL TRUNK FEES
SURFACE WATER MANAGEMENT
SURFACE WATER MANAGEMENT CREDIT
Previously Paid
Total $0
Letter of Credit Amount X 35% $0
$3,073/REU
Estimated until final construction
$4,069/REU
Estimated until final construction
$/SF Includes 1, 2, 4, & 6
ESCROW
PLANNING REVIEW $2,500
ADMINISTRATION $1,100 3% of construction
ENGINEER PLAN REVIEW $2,500
ENGINEER CONSTRUCTION SERVICES $2,700
PROJECT FINAL DOCUMENTS & CITY ENGINEER $3,500
STREET LIGHT INSTALLATION $0 (0 lights) $2,500/Light
STREET & STORMWATER MAINTENANCE $2,900
PROPERTY TAXES $0 If final plat between July 1 and Dec. 31
Total $15,200
FEE DEPOSIT
PARK DEDICATION $0 (0 units) $2,500/res unit: $2,175/com ac
PARK DEDICATION CREDIT $0
SEAL COATING FEE $0 $2.70/SY of road
AERIAL PHOTO FEE $0 $90/Lot
STREET LIGHTING OPERATION $0 $105/Light
Total $ 0
SUMMARY OF COSTS
LETTER OF CREDIT DEVELOPER IMP'MENT COSTS $53,900
LETTER OF CREDIT CITY IMPROVEMENT COSTS $0
ESCROW $15,200
CREDIT (1ST ADDITION ESCROW BALANCE) ($15,114)
ESCROW DUE $86 = SAY $0 -CITY NOT REQUIRING ADDITIONAL
FEES $0 $86 ESCROW DEPOSIT
CERTIFICATE OF SURVEY - RESOURCE INVENTORY
-of- TURNBERRY CROSSING 2ND ADDITION
-for- HOKANSON CONSTRUCTION, INC.
9174 ISANTI STREET N.E.
BLAINE, MN 55434
ATTN: ROGER HOKANSON
(763) 286-7995
VICINITY MAP
PART OF SEC. 19 E 22. TAP. 31. RTdG. 22
ANOKA coLwrr, /VIN ESOTA
WO SC -ALE,
LEGEND
• DENOTES IRON MONUMENT FOUND AS UBELM
▪ DENOTES IR CN MONUMENT SET, MARKED RLS/ 41578
❑ DENOTES CATCH BASIN
O DENOTES STORM SEWER MANHDLE
m DENOTES SANITARY SEWER MANHOLE
DENOTES HYDRANT
DENOTES GATE VALVE
DENOTES EXISTING SPOT ELEVATION
DENOTES SIGN
M DENOTES TELEPHONE PEDESTAL
10 DENOTES CABLE PEDESTAL
13 DENOTES ELECTRICAL BOX
DENOTES RETAINING WALL
DENOTES EXISTING CONTOURS
DENOTES EXISTING SANITARY SEWER
DENOTES EXISTING STORM SEWER
DENOTES EXISTING WATER MAIN
------a— DENOTES BUILDING SETBACK UNE
Ir DENOTES CONCRETE SURFACE
i . •I DENOTES BITUMINOUS SURFACE
DENOTES RIGHT DE ACCESS DEDICATED
TO ANOKA COUNTY
EA
BENCHMARK = /
>z2/
w
�W;I
F /
.„I
i1
MNDOT GSD STATION #62913
MN/DDT NAME ANOKA BM 44
ELEVATION - 906.82 (NAVD88)
PO.
1 /
1 /
I I
I �
1 /
I/
4
5719•54 L5-9' 17818
1—
I
ZONCU. GB GENERAL 'BUSINESS
EXI'II NG GONPREHENSIVE LAND' USE INDUSTRIAL
��77� I
NORTH
GRAPHIC SCALE
IN weer
CL'°E. G. RUO & SONS, INC.
'" Professional Land Surveyors
--,.,,,d-,,n6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361.8200 Fax (651) 361-8701
NOTES
Tedd survey was completed by EG. Rud and S. Inc. on 01/28/15.
Bearings shown ore oe Anoka County Coordinate System.
Curb shots ore taken at the top and bock of curb.
This survey • s prepared without the benefit of title work Additional
�wements, restrictions and/N encumbrances may exist other than those
wn hereon. Survey subject to upon receipt of D current tine
commitment or an attorneys title opinion.
Due to field work bong completed during the winter ...on there may be
Improvements In addition to those shown that were not .style due to snow
and ice conditons charocteriste of Mnnesota winters.
- Utilities shown hereon me observed Excavations were not mode during the
process o1 thio survey to locate underground utilities and/or structures. The
location of underground utsltles and/or structures may vary fromlocat'ons
shown hereon and additional u sien,rund utilities and/or structures may be
45punter.. Contact Gopher State One CoA NotI8catke Center of (651)
4-0002 M verifoolrm at utility type one field location. prior to
escovotion.
Location of ID. foot setback line from the DNR ordinary high water line of
Mershon Lnke taken from Tumberry Crossing Impervious Surface Arco Exhibit
prepved by METRA. dated 8-28-2012
Surveyed premises shown on this survey map • e Flood Zone C (oreo of
missend hooding), according to Flood Insurance Rote Map Community Pane
No. 270015 0010 B by the Federal Emergency Management Agency, effective
date Noy 17, 1982
ZONID. R -1X SINGLE FAN, EXECUTIVE
XISTNG COMPREHENSIVE LANG I USE: VACAN; RURAL RESIDENTIAL
ZONING AND SETBACKS
cwr,zT zDNING Is R-3 . Pw --- Doerr
RE90EN0AL PUNNED DESELOPkRFIlT
CS. A.H NO 23 (LAKE DRIVE) 40 FEET
AWA LANE 30 FEET
AWA PROF 25 FEET
PERNUTat (NORTH UNE) 25 FEET (PROPOSED)
PRIVATE STREET TO GARAGE DOORS 20 FEET
CITY OF LINO LAKES 2030
COMPREHENSIVE PLAN
2.6 FAelING iAND URF'
MULTI-FAte LY RRI3.11AL
TOL
0F]RSTY RESIOf]R RAL
IMPERVIOUS SURFACE
CALCULATIONS
EXISTING IMPERVIOUS SURFACES •
BUILDINGS .. ........ 8,003 S.F. •
SIDEWALKS/STOOP _....... 848 SF. •
DRIVEWAYS _....... _..__..... 2,003 S.F. •
PRIVATE DRIVES ............. 20856 S.F. •
IUTAL IMPENVIDUS ........ 31,710 S.F.
• INCLUDES Lon 12-23. BLOCK t,
BAPNBERRY CROSSNL
PROPERTY DESCRIPTION
Lots 1 through 11 and 24, Block 1.
TURNBERRY CROSSING,
Anoka County, Minnesota
AREA COMPUTATIONS
TOTAL SITE AREA 3.832 ACRES •
D2STMG LOTS 23 •
PROPOSED LOTS 21 •
DENS TY: SOD 2 UNITS/ ACRE •
• INCLUDES LOTS 12-23, KO•CK 1.
TURNBERRY CROSSING
hereby certify that this survey, pion
or report was direct supervision and me or under
mythat I nm
o duly Registered Lend Survey. under
the taws of the Stele of Minnesota
Dote 05/13/15 License No. 41578
1WA. Br FN 1.re NO 15maPP 1.1E 02/ere/TS
OCCs e2- .FT SCANNED ❑
3,24/15
4Dr
5/13/15
NG
DATE
D.CRPR N
SHEET 1 15050PP
IMPERVIOUS COVERAGE EXHIBIT
—of-- TURNBERRY CROSSING 2ND ADDITION
—for— HOKANSON CONSTRUCTION, INC.
9174 ISANTI STREET N.E.
BLAINE, MN 55434
ATTN: ROGER HOKANSON
(763) 286-7995
VICINITY MAP
PART OF SEC -19 >< 20, T. 3L 096. 22
ANOKA COI.MY, ARHTESOTA
ONO SCALe
LEGEND
• DENOTES IRON MONUMENT FOUND AS LABELED
O DENOTES IRON MONU61.T SET, MARKED RLS# 41578
❑ DENOTES CATCH BASIN
O DENOTES STORM SEWER MANHOLE
O DENOTES SATeTARY SEWER 11AHHOLF
TY DENOTES HYDRANT
d DENOTES GATE VALVE
r DENOTES EXISTING SPOT ELEVATION
DENOTES S.
M DENOTES TELEPHONE PEDESTAL
Q DENOTES CABLE PEDESTAL
11 DENOTES ELECTRICAL BOX
= DENOTES RETAINING WALL
DENOTES EXISTING CONTOURS
DENOTES EXISTING SANITARY SEWER
—��- DENOTES EXISTING STORY SEWER
DENOTES EXISTING WATER MAIN
----- — DENOTES BUILDING SETBACK LJNE
�.. • DENOTCONCRETE SURFACE
' ES DENOTES BITUMINOUS SURFACE
d _ DENOTES RIGHT OF ACCESS DEDICATED /
TO ANl3KA COUNTY
7,3737,3 DENOTES PROPOSED PERVIOUS GUEST PARKING /
DENOTES PROPOSED REMOVALS
DENOTES PROPOSED CONTOURS
DENOTES SILT FENCE
BENCHMARK
MNDOT GSID STATION /62913
MN/DOT NAME ANOKA BM 44
ELEVATION a 908.82 (NAVDBB}
st t
NORTH
GRAPHIC SCALE
•
,)
en- so rt
CE. G. RUN & SONS, INC.
u"i6TC" Professional Land Surveyors
www.e9Tud.cam 6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel (651) 361-8200 Fax (651) 361-8701
NOTES
Field survey was completed by LG. Rud ond Sone, Inc on D1/25/18
Beerings shorn ore on Anoka County Ccardinotc System.
Curb shote ore t.en of the lop ond bock of curb.
This survey woe prepared without the benefit o1 title work. Additional
easements. reetrictbns ond/or enwmbronces may exist other than those
shown hereon. Survey subject to revision upon receipt o1 a current title
commitment or on attorneys title opinion.
Due to field work being completed during the winter season there may be
Improvements k, °dal. to thane shown that rere not ,Aslble doe to ,era.
ond we condilans chnrncter'stic of Minnesota winters.
Utilities shown hereon are observed. Excowtlons were not mode during the
process of thea survey to locate underground utlltlee oral/or structures The
location of underground utilities and/or structures may wry komlocatlone
shown hereon and additional underground utilities and/or structures may be
ounlered Contort Gopher State One Con Notification Center at (551)
454-0002 for vedficatlon of utility type and field location, prior to
excavation
Location of 1DO0 fool setback line -from the DNR ord'Inory high water line of
Morahan Lake token from Tumberry Crossing Impervious Surface Arno Exhibit
prepored by 1AFRA, dated 8-28-2012
Surveyed premises shown on this survey mop is in Flood ZEN. C (ores of
rninwnof flooding), according to Flood Insurance Rate Mop Community Panel
No. 270015 0010 B by the Federal Emergency Management Agency, effective
date Moy 17, 1982
Vocation of Drainage and Utility Easement over Lot 24 *III he required.
Ponding Calculations provided by Plows Engineers, Inc. on 3-4-15.
TOWNHOME DETAILS
t �
tl m� e.i e
ekt
ZONING AND SETBACKS
CURRENT 20NING IS R-3 CUP PUD MEDLW DENSTY
RESIDENTIAL PLANNED DEVELOPMENT
GSA . NO. 23 (LANE DRIVE) 40 FEET
AAOUA WA LINE ]D FEETPEJiIM{jNOR1H LINE) FEFr (PROPOSED)
PRIVATE STREET TO GARAGE DOORS 20 FEET
IMPERVIOUS SURFACE
CALCULATIONS
AREA NSIDE TOOL FT
SNORE,. DISTRICT ........_..._....__....... 15,725SF (S,7J AC.)
AREA OUTSOE 1000 R
STI.E.eD DISTRICT .................___...... 4,246 S.F. (0.10 AG)
AL1DwABLE NMPERMOUS AREA
INSIDE SHORELA.ND DISTRICT (SSs} ..._.. `.6.954 SF.
W7,5✓DF SHORRAND DISTR1rT f650 2761 SF
TOTAL ALLOWABLE IMPERVIOUS ............... 59.715 SF.
(XIGTINF IMPFRVILXIS GIRFerre
BUILDINGS ..............................._..
WENALKS/STOOP .....................
1,N6VEwArS ........_... .__.._.___..
PRIVATE [RIVES ...
....... 8,003 SF.
SF
_..... 20.856 S.F.
W(1UDE5 LOTS 12-21 6LOC N T. TURXP RRY CROSSING
PROPOSE➢ KW.2,110U5 S0.KOS. S
TOTAL IDCSUNG sePERMDIIS ._._._...._..31.710 S.F.
PROPOSED UNITS LOTS 1-11 .__. _.._-._ 20.119 S.F.
PROPOSED UNITS LOTS 12-15 d 20-21_.6421 SF.
PROPOSED IMPERVIOUS DRIVEWAYS
LOTS 20 • 21 .........._..._._..._......
IUTAL h1PLNVIWS ._..._......_.._.._._..._ 80.890 SF.
PROPOSED RTJNIVALS ._....__..._._..._..._ (745) SF.
PROPOSED PERVIOUS GUEST PARKING ... (574) ST
01. IrkUP,. IkPETLMIXIS _..........._. 59,]!3 Sl.
• ICOR PERIAWS DNIvES AND SIDEWN.KS REOIXRED
FOR PROPOSED UNITS ON LOTS 1-15. PERNIXJS WALKS
FOR LOTS 20 - 21.
PROPERTY DESCRIPTION
Lots 1 through 11 ond 24, Block 1,
TURNBERRY CROSSING,
Anoka County. Minnesota
AREA COMPUTATIONS
IDEAL SIT: AREA: 1532 ACRES •
EXISTING LOTS 23 •
PROPOSED LOTS 23 •
DENSLY: 5.00 2 UNITS/ ACRE •
• INCLUDES LOTS 12-21 BLOCK 1,
TU.ETERRY CROSSING
I hereby certify that this survey, pion
or report was prepared by me or under
my ,Nett 7,14,7,7s;ion ond that I am
a duly Reghea Su inn'r under
the laws 1 the State of MMneso[a.
JA
Dote: 25/13/15
Lkense No. 41578
roe w 1.505OPP )wte 2/03/13
(MEM e* .eR `YANKED ❑
2/0./15 RR.. LeNeul
.ON
2/13/1S
Rr.�J LtwxA
.O1
3/0+/15
rereur
JDL
3/1J/13
P•• Oly
OPSCRPTNN
SHEET 2 15050PP
.p SO6
Wait
IIB
11
8 BCX1
WU9
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=.7
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en- so rt
CE. G. RUN & SONS, INC.
u"i6TC" Professional Land Surveyors
www.e9Tud.cam 6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel (651) 361-8200 Fax (651) 361-8701
NOTES
Field survey was completed by LG. Rud ond Sone, Inc on D1/25/18
Beerings shorn ore on Anoka County Ccardinotc System.
Curb shote ore t.en of the lop ond bock of curb.
This survey woe prepared without the benefit o1 title work. Additional
easements. reetrictbns ond/or enwmbronces may exist other than those
shown hereon. Survey subject to revision upon receipt o1 a current title
commitment or on attorneys title opinion.
Due to field work being completed during the winter season there may be
Improvements k, °dal. to thane shown that rere not ,Aslble doe to ,era.
ond we condilans chnrncter'stic of Minnesota winters.
Utilities shown hereon are observed. Excowtlons were not mode during the
process of thea survey to locate underground utlltlee oral/or structures The
location of underground utilities and/or structures may wry komlocatlone
shown hereon and additional underground utilities and/or structures may be
ounlered Contort Gopher State One Con Notification Center at (551)
454-0002 for vedficatlon of utility type and field location, prior to
excavation
Location of 1DO0 fool setback line -from the DNR ord'Inory high water line of
Morahan Lake token from Tumberry Crossing Impervious Surface Arno Exhibit
prepored by 1AFRA, dated 8-28-2012
Surveyed premises shown on this survey mop is in Flood ZEN. C (ores of
rninwnof flooding), according to Flood Insurance Rate Mop Community Panel
No. 270015 0010 B by the Federal Emergency Management Agency, effective
date Moy 17, 1982
Vocation of Drainage and Utility Easement over Lot 24 *III he required.
Ponding Calculations provided by Plows Engineers, Inc. on 3-4-15.
TOWNHOME DETAILS
t �
tl m� e.i e
ekt
ZONING AND SETBACKS
CURRENT 20NING IS R-3 CUP PUD MEDLW DENSTY
RESIDENTIAL PLANNED DEVELOPMENT
GSA . NO. 23 (LANE DRIVE) 40 FEET
AAOUA WA LINE ]D FEETPEJiIM{jNOR1H LINE) FEFr (PROPOSED)
PRIVATE STREET TO GARAGE DOORS 20 FEET
IMPERVIOUS SURFACE
CALCULATIONS
AREA NSIDE TOOL FT
SNORE,. DISTRICT ........_..._....__....... 15,725SF (S,7J AC.)
AREA OUTSOE 1000 R
STI.E.eD DISTRICT .................___...... 4,246 S.F. (0.10 AG)
AL1DwABLE NMPERMOUS AREA
INSIDE SHORELA.ND DISTRICT (SSs} ..._.. `.6.954 SF.
W7,5✓DF SHORRAND DISTR1rT f650 2761 SF
TOTAL ALLOWABLE IMPERVIOUS ............... 59.715 SF.
(XIGTINF IMPFRVILXIS GIRFerre
BUILDINGS ..............................._..
WENALKS/STOOP .....................
1,N6VEwArS ........_... .__.._.___..
PRIVATE [RIVES ...
....... 8,003 SF.
SF
_..... 20.856 S.F.
W(1UDE5 LOTS 12-21 6LOC N T. TURXP RRY CROSSING
PROPOSE➢ KW.2,110U5 S0.KOS. S
TOTAL IDCSUNG sePERMDIIS ._._._...._..31.710 S.F.
PROPOSED UNITS LOTS 1-11 .__. _.._-._ 20.119 S.F.
PROPOSED UNITS LOTS 12-15 d 20-21_.6421 SF.
PROPOSED IMPERVIOUS DRIVEWAYS
LOTS 20 • 21 .........._..._._..._......
IUTAL h1PLNVIWS ._..._......_.._.._._..._ 80.890 SF.
PROPOSED RTJNIVALS ._....__..._._..._..._ (745) SF.
PROPOSED PERVIOUS GUEST PARKING ... (574) ST
01. IrkUP,. IkPETLMIXIS _..........._. 59,]!3 Sl.
• ICOR PERIAWS DNIvES AND SIDEWN.KS REOIXRED
FOR PROPOSED UNITS ON LOTS 1-15. PERNIXJS WALKS
FOR LOTS 20 - 21.
PROPERTY DESCRIPTION
Lots 1 through 11 ond 24, Block 1,
TURNBERRY CROSSING,
Anoka County. Minnesota
AREA COMPUTATIONS
IDEAL SIT: AREA: 1532 ACRES •
EXISTING LOTS 23 •
PROPOSED LOTS 23 •
DENSLY: 5.00 2 UNITS/ ACRE •
• INCLUDES LOTS 12-21 BLOCK 1,
TU.ETERRY CROSSING
I hereby certify that this survey, pion
or report was prepared by me or under
my ,Nett 7,14,7,7s;ion ond that I am
a duly Reghea Su inn'r under
the laws 1 the State of MMneso[a.
JA
Dote: 25/13/15
Lkense No. 41578
roe w 1.505OPP )wte 2/03/13
(MEM e* .eR `YANKED ❑
2/0./15 RR.. LeNeul
.ON
2/13/1S
Rr.�J LtwxA
.O1
3/0+/15
rereur
JDL
3/1J/13
P•• Oly
OPSCRPTNN
SHEET 2 15050PP
PRELIMINARY PLAT
—of— TURNBERRY CROSSING 2ND ADDITION
fore- HOKANSON CONSTRUCTION, INC.
9174 ISANTI STREET N.E.
BLAINE, MN 55434
ATTN: ROGER HOKANSON
(763) 286-7995
VICINITY MAP
PART OF sea 19 20. TAP. 31, RNIG. 22
ANOKA OCINTT, IN1'E50TA
(MD SCALE'
•
0
0
OBITN
P
LEGEND
DENOTES IRON MONUMENT FOUND AS LABa D
DENOTES IRON MONUMENT SET, MARKED RLS; 41576 —/
DENOTES CATCH BASIN
DENOTES STORM SEWER MANHGLE
DENOTES SANITARY SEWER MANHOLE
DENOTES HYDRANT
DENOTES GATE VALVE
DENOTES EXISTING SPOT ELEVATION
DENOTES SIGN
DENOTES TELEPHONE PEDESTAL
DENOTES CABLE PEDESTAL
DENOTES ELECTRICAL BOX
DENOTES RETAINING WALL
DENOTES EXISTING CONTOURS
DENOTES EXISTING SANITARY SEWER
DENOTES EXISTING STORM SEWER
DENOTES EXISTING WATER MAIN
DENOTES BUTDING SETBACK UNE
DENOTES CONCRETE SURFACE
DENOTES BITUMINOUS SURFACE
DENOTES RIGHT OF ACCESS DEDICATED
TO ANDKA COUNTY
BENCHMARK
MNDOT GSID STATION ;62913
MN/DOT NAME: ANOKA BM 44
ELEVAll. - 906.82 (NAVDBB)
Ali]
MID
� 4SlQ
x:'�
SaM
,,,
11:
AF. i
1
1
12,:
MSS
r�
VI
SF. V1
55= 8
>lF.
_- r
N g g9�n
^ Sion >F. ¢�'
'
wrr g
X35
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S94'68'467 87.31
1428'S8'46e 8731
.6619'39.2.4- X 67 34
A09'3Y'rrl 8731
SBYBD'S -r 87.J1
�
S89.3V21W 87.34
Mea ,
NORTH
GRAP ET[C SCALE
CE G. RUR x SONS, INC.
>m Professional Land Surveyors
wwnN.e9„,,aom 6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Te1. (651) 361-8200 Fax (651) 361-8701
NOTES
Field survey was completed by E.G. Rud and Sons. Inc. on 01/25/15.
Bearings shown ore on Antic County Caondinote System.
Curti shots ore tokan of the lap ond bock o1 rub.
- Thh survey was prepared without the benefit of title work Addltland
easements, restrictions and/or encumbrances may exist other than those
shown hereon. Survey subject to rewsion upon receipt of a current title
commitment w on attorneys title opinion.
- Due to field work being completed during the winter season there may be
improvements M °dal!. to those shown that were net risible due to snow
ond lee conditions charoctehstic of Minnesota winters.
W Slee shown hereon ore observed. Excavations were not mode during the
process of thus survey to locate underground utllllks ond/or structures. The
hoot. of underground utilities and/or structures may vary irnmlocatlons
shorn hereon ond oddit'Ional underground utfllln ond/or structures may be
encountered. Contact Gopher Slate One Call Notification Center of (651)
454-0002 to aellficotion of utslty type and field location, prior to
[sown:Alen.
Location of 1000 loot setback line from the DNR ordinary high water lire of
Morahan Lake token from Turnberry Crossing Impervious Sunoco Area Eshbit
prepared by MFRA, dated 8-28-20,
Vocation of Dreinage ond Utility Easement over Lot 24 suit be required
Surveyed premises shown on this survey mop is In Flood Ione C (area of
minenol Tooling), occorai g to Flood Insurance Rate Map Community Panel
No. 270015 D010 B by the Federal Emergency Management Agency, effect.
dolt May 17, 1962
ZONED' R- 1X S!l LC FAMILY EXECDTIVE
EXISTING COMPREHENSIVT LANDIUSE VACANT RURAL RESIDENTIAL
ZONING AND SETBACKS
CURRENT ZONING IS R-3 CUP -P110 MEDIUM DENS/TY
RESIDENTIAL PUNNED DEVELOPMENT
C.SAH NO 23 (UKE ORI`F_) 40 FELT
AWA UNE 30 FEET
AO. PERimEIEA (NORTH UNE] 25 FEST (PROPOSED)
PRIVATE STREET TD URACE DOORS 20 FEET
CITY OF LINO LAKES 2030
COMPREHENSIVE PLAN
T00% F ORTINO I ANO USF"-
MULTI-F.4r, RESOENTIAL
FUNRF AND -DS
MEDIUM DENSITY RESIDENTIAL
TOWNHOME DETAILS
PROPERTY DESCRIPTION
Late 1 through 11 ond 24, Block t.
NRNBERRY CROSSING,
Anoka County, Minnesota.
AREA COMPUTATIONS
TOTAL SITE AREA 3.532 ACNES •
EASTINC LOTS 23 •
PROPOSED LOTS S 23 •
ENtt:
D4 6. DO UNITS/ A •
• INCLUDES LOTS 12-23 BED. 1,
TURNBERRY CRO59NC
I hereby certify that this survey, pion
r report was prepared by me or under
my direct supervision and that I orn
o tluly R oisiered Land Surveyor under
(he ksws f Ne State of Mlnncsolo.
JASON E. jt UD
Dale: 05/13/15 License No. 41578
ate., er .a IX. rd0.W'P IaE
I2/aene
areas er .[R SONNY ❑
A/F1,5
R� we Lead
6,43,,5
Per Gib..i. e.
JD!
DATE
OFSrncT OM
BY
SHEET3 15050PP
GRADING PLAN
-of- TURNBERRY CROSSING 2ND ADDITION
-for- HOKANSON CONSTRUCTION, INC.
9174 ISANTI STREET N.E.
BLAINE, MN 55434
ATTN: ROGER HOKANSON
(763) 286-7995
VICINITY MAP
PART CF E 20. TAP. 31. G2N6.. 22
ANCIK.A coLurr, ANY,ESOTA
NO F)
LEGEND
NORTH
• DENOTF_S IR. MONLIMDIT FOUND AS LABELED ---
O DENOTES
1 MONUMENT SET, MARKED RLS# 41578
M DE,C,TES CAT. BASIN
* DENOTES s -raw sno. MANHOLE
CO DENOTES SANITARY SEWER IAANI-CAE
r7g DENOTES HYDRANT
DENOTES GATE VALVE
DENOTES DISTING SPOT ELEVATION
DENOTES SI.
m DENOTES TELEPHONE PEDEST,
C DENOTES CABLE PEDESTAL
O DENOTES ELECTRIC, BOX
DF_NOTES RDAP1NG WALL
DENOTES EXISTING CONTOURS
DENOTES EXISTING SANITARY SEWER
•
DENOTES EXISTING STORM SEWER
DENOTES EXISTING WATER MAN
DENOTES BUI.NG SETBACK UNE
-j DENOTES CONCRETE SURFACE
DENOTES BITUMINOUS SURFACE
DENOTES RIGHT ACCESS DEDICATED
TO ANOKA COUNTY
05001ES PROPOSED CONTOURS
-Z: • „,
DENOTES SlLT FENCE
SOG DENOTES SLAEI GRADC
//
GRAPHIC SCALE
EROSION CONTROL /
REVEGETATION SPECS.
NC_ BE REWIRED owERE LOG. CCNIXTTMS REC.RE
P;31;.::i.L./1?„,EF mOltrp:CaT .15 NECL-SSART
Nay aTET.Oves SHALL PRoCEED .01 NREA NREN
ST.STS INRIALTE UNCIMPLETED AREAS
AREA CvESCE. NC STREET TS CNNSEDi.7.:CE
SIRNCTIT SFr DSC WO•Nr ST,OT =Ars .,107 ROUGH
REPI44 Ai STIT. FENCES To5CuOPTC
AcculauENTos kesFrAnor rs ./Toieusmal
mad
S. SEE 'STOW RATER PLCUJON PRE -4000x PLR, ae ROW..
coNTRoT MIO Gre AIXADRONG
BENCHMARK
LINDOT GSM STATION 62013 /
MN/DOT N.E ANOKA BM 44
afvvnoN e 966.8.2 (NAVD•8)
SILT FENCE DETAIL
E.G. REID 8, SONS, INC.
Professional Land Surveyors
6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel (651) 361-8260 F.(651)361-8701
NOTES
new survey was completed 65 0.9. Rud and Sons, Inc. on 01/28/15.
Boxeings shown are on Anoka County Coordinate System.
CU. shots are taken at the top ond back of curb.
- Thl. survey woe prepared without the benefit of title work. Additional
easements. restrictions and/or eneurnbronces may ev•I other than those
shown hereon. Survey subJemt to revision upon receIpt of o current title
commitment or on attorney's title q.t..
Due to field work being completed during the winter fu.son there may be
improvementh oddltIon to those shown thot were not ,alble due to snow
ond ice conditions chorocteristic of Minnesota winters_
- Utilities shown hereon ore observed Excavation. were not mode during the
process of this wrvey to locate underground utlitiet and/or structures. the
location of underground utlites and/or structures may vary fromlocotions
shown hereon ond oddithonal underground utIllbee arld/or structures may be
encountered Contact Gopher Stole One Call Notl•cotkan Center at (651)
454-0002 for verification of utility type and fleld location. prior to
excavat•on.
Location of 1000 toot setback line from the DNR ordinary high water line of
Memnon Lake token thorn Mulberry Crossing Iropervbos Surface Areo Exhibit
preponsd by leFRA. dated 8-28-2012_
Surveyed premises shovel on this survey moo is in Flood Zone C (areo of
minirnol flooding), occording to Flood Insuronce Roth blop Community Pone
No. 270015 0010 El by the Federal Emergency Manogerment Agency, effecthm
dote May 17, 1982.
Vocation of Drainage ond Utility Easement over Lot 24 will be required
Building sty4es are slab on grode.
PondIng Calculations provided by Plowe Engineering, Inc. on 3-4-15.
TOWNHOME DETAILS
PIROPOSED
5.01 Ls.
/MOVIE
4LA
00
ZONING AND SETBACKS PROPERTY DESCRIPTION
CURRENT ZONING IS R-3 C.ua PLC coor.rr
RESEENT. PLANNED DEVELDPNETIT
CS.A.11 NO 23 (LAKE O..) AO
ACUR LAJIE FraT
AGUA CIRCLE 2S Fa'T
aERNETER (NORT11 lefE) 25 FEET (PRCOOSED)
senVATE STRUT TO GARAGE DOCRS 20 FEET
IMPERVIOUS SURFACE
CALCULATIONS
UREA INSIDE ICOD
SHCRISokuND 0171C1f., ‘82.726 SF. (173 AC.)
SiCTRO_NRO DISTRICT 4.248 SF. (LID AC.)
ALLOWABLE WPERM01.5 WREN:
SNCRELAND DISTRICT (15X) 54,9809)
o3crwin 161PER,CUS S,TSTF6EFS
BUIC)INGS . &DOS SF.
SCEVIALKS., RN,
800 9.!
PRTYA1E D51.,TES ..._.... 20..5
TISEKE-C261S,
INCLUCES LOTS C-2.3. BLOCK 1. TITRNBERRY OROSANG
DiOE2.901._MEERYLESISSLLEga
TOTAL EXISTING meurocus 3 ,71D S.F.
PROPOSED LASTS LOIS 1-11 SF.
ZOPOSED 1.4441S LOIS ;1,2R715 ,421 sF.
LOTS 20 a 21 6. sr'
T. MU 60,1320 St.
PROPOWD lingvALS (1.3.3) SF.
luT, PROPOS. IMPERvICUS 59.582 S.F. •
' 'F`c= r.,74MT7,n7
FOR LOTS 20 - 21.
Lots 1 through 11 ond 24, Block 1.
TURNBERRY CROSSING.
Anoka County, Minnesota.
AREA COMPUTATIONS
!DIAL SITE AREA. 3,13* ACRES •
EXISTING LOTS 23 •
PRCOOSIM LOTS 23 •
DENA, NO0 UNEIS/ AGRE •
• INOACCS LOIS 12-23. BLOC.
TURNSERRr EACT.INC
I hereby certify that this survey. plan
or report kr an prepared by me or under
my direct supervision and thot I ore
o duly Registered Land Surveyor under
the laces of the State of Mbthesota.
IOW
/MIL •
"331,
Dee. 05/13/15
License No. 41578
0.1.4 ErR JEN 1...se 1605005LK rE 2,/n5/15
craw Br .ER 'saw. 0
4/09/,
ine•and LaAut
JIM
5,3,5
Pa, Gemencets
DATE
DESCRIPTION
51-1EE1 4 15050PP
-
-
m.......-mr-.-
8 'ma..
11
§
•
d
.0),
8
, . '
EROSION CONTROL /
REVEGETATION SPECS.
NC_ BE REWIRED owERE LOG. CCNIXTTMS REC.RE
P;31;.::i.L./1?„,EF mOltrp:CaT .15 NECL-SSART
Nay aTET.Oves SHALL PRoCEED .01 NREA NREN
ST.STS INRIALTE UNCIMPLETED AREAS
AREA CvESCE. NC STREET TS CNNSEDi.7.:CE
SIRNCTIT SFr DSC WO•Nr ST,OT =Ars .,107 ROUGH
REPI44 Ai STIT. FENCES To5CuOPTC
AcculauENTos kesFrAnor rs ./Toieusmal
mad
S. SEE 'STOW RATER PLCUJON PRE -4000x PLR, ae ROW..
coNTRoT MIO Gre AIXADRONG
BENCHMARK
LINDOT GSM STATION 62013 /
MN/DOT N.E ANOKA BM 44
afvvnoN e 966.8.2 (NAVD•8)
SILT FENCE DETAIL
E.G. REID 8, SONS, INC.
Professional Land Surveyors
6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel (651) 361-8260 F.(651)361-8701
NOTES
new survey was completed 65 0.9. Rud and Sons, Inc. on 01/28/15.
Boxeings shown are on Anoka County Coordinate System.
CU. shots are taken at the top ond back of curb.
- Thl. survey woe prepared without the benefit of title work. Additional
easements. restrictions and/or eneurnbronces may ev•I other than those
shown hereon. Survey subJemt to revision upon receIpt of o current title
commitment or on attorney's title q.t..
Due to field work being completed during the winter fu.son there may be
improvementh oddltIon to those shown thot were not ,alble due to snow
ond ice conditions chorocteristic of Minnesota winters_
- Utilities shown hereon ore observed Excavation. were not mode during the
process of this wrvey to locate underground utlitiet and/or structures. the
location of underground utlites and/or structures may vary fromlocotions
shown hereon ond oddithonal underground utIllbee arld/or structures may be
encountered Contact Gopher Stole One Call Notl•cotkan Center at (651)
454-0002 for verification of utility type and fleld location. prior to
excavat•on.
Location of 1000 toot setback line from the DNR ordinary high water line of
Memnon Lake token thorn Mulberry Crossing Iropervbos Surface Areo Exhibit
preponsd by leFRA. dated 8-28-2012_
Surveyed premises shovel on this survey moo is in Flood Zone C (areo of
minirnol flooding), occording to Flood Insuronce Roth blop Community Pone
No. 270015 0010 El by the Federal Emergency Manogerment Agency, effecthm
dote May 17, 1982.
Vocation of Drainage ond Utility Easement over Lot 24 will be required
Building sty4es are slab on grode.
PondIng Calculations provided by Plowe Engineering, Inc. on 3-4-15.
TOWNHOME DETAILS
PIROPOSED
5.01 Ls.
/MOVIE
4LA
00
ZONING AND SETBACKS PROPERTY DESCRIPTION
CURRENT ZONING IS R-3 C.ua PLC coor.rr
RESEENT. PLANNED DEVELDPNETIT
CS.A.11 NO 23 (LAKE O..) AO
ACUR LAJIE FraT
AGUA CIRCLE 2S Fa'T
aERNETER (NORT11 lefE) 25 FEET (PRCOOSED)
senVATE STRUT TO GARAGE DOCRS 20 FEET
IMPERVIOUS SURFACE
CALCULATIONS
UREA INSIDE ICOD
SHCRISokuND 0171C1f., ‘82.726 SF. (173 AC.)
SiCTRO_NRO DISTRICT 4.248 SF. (LID AC.)
ALLOWABLE WPERM01.5 WREN:
SNCRELAND DISTRICT (15X) 54,9809)
o3crwin 161PER,CUS S,TSTF6EFS
BUIC)INGS . &DOS SF.
SCEVIALKS., RN,
800 9.!
PRTYA1E D51.,TES ..._.... 20..5
TISEKE-C261S,
INCLUCES LOTS C-2.3. BLOCK 1. TITRNBERRY OROSANG
DiOE2.901._MEERYLESISSLLEga
TOTAL EXISTING meurocus 3 ,71D S.F.
PROPOSED LASTS LOIS 1-11 SF.
ZOPOSED 1.4441S LOIS ;1,2R715 ,421 sF.
LOTS 20 a 21 6. sr'
T. MU 60,1320 St.
PROPOWD lingvALS (1.3.3) SF.
luT, PROPOS. IMPERvICUS 59.582 S.F. •
' 'F`c= r.,74MT7,n7
FOR LOTS 20 - 21.
Lots 1 through 11 ond 24, Block 1.
TURNBERRY CROSSING.
Anoka County, Minnesota.
AREA COMPUTATIONS
!DIAL SITE AREA. 3,13* ACRES •
EXISTING LOTS 23 •
PRCOOSIM LOTS 23 •
DENA, NO0 UNEIS/ AGRE •
• INOACCS LOIS 12-23. BLOC.
TURNSERRr EACT.INC
I hereby certify that this survey. plan
or report kr an prepared by me or under
my direct supervision and thot I ore
o duly Registered Land Surveyor under
the laces of the State of Mbthesota.
IOW
/MIL •
"331,
Dee. 05/13/15
License No. 41578
0.1.4 ErR JEN 1...se 1605005LK rE 2,/n5/15
craw Br .ER 'saw. 0
4/09/,
ine•and LaAut
JIM
5,3,5
Pa, Gemencets
DATE
DESCRIPTION
51-1EE1 4 15050PP
LANDSCAPE/PLANTING PLAN
—of— TURNBERRY CROSSING 2ND ADDITION
--for-- HOKANSON CONSTRUCTION, INC.
9174 ISANTI STREET M.E.
BLAINE, MN 55434
ATTN: ROGER HOKANSON
(763) 286-7995
VICINITY MAP
PART OF SEG 19 J: 20, TIM,. 3L RNG. 22
ANOKA COLNTY, IsesNEa.LOTA
(JO SCALE,
LEGEND
• DENOTES IRON MONUMENT FOUND AS LABELED
E1 DENOTES IR. MONUMENT SET, MARKED RLS. 415TB
❑ DENOTES CATCH BASIN
• DENOTES STORM SEWER MANHOLE
m DENOTES SANITARY SEWER MANHOLE
TY DENOTES HYDRANT
['d DENOTES GATE VALVE
Lr DENOTES EXISTING SPOT ELEVATION
DENOTES SIGN
m DENOTES TELEPHONE PEDESTAL
• DENOTES CABLE PEDESTAL
E DENOTES ELECTRICAL BOX
DENOTES RETAINING WALL
DENOTES EXISTING CONTOURS
o DENOTES EXISTING SANITARY SEWER
tea— DENOTES EXISTING ST0.1 SEWER
DENOTES EXISTING WATER MAIN
a — DENOTES BUILDING SETBACK UNE
�1. _ DENOTES CONCRETE SURFACE
DENOTES BITUMINOUS SURFACE
NOTES
Field surrey was completed by E.G.
RW and Sons. Inc on 01/28/15-
Beorngs dawn ere on Anoka County
Coordnate System.
Due to Dell work beMg completed
durklg the winter Semon there may be
Improvements O Ddditian to those
Moen Not • not risible due to
and i onditR"' ofNNDClerivtc
of oYlnnesoto YMters.
PROPERTY DESCRIPTION
Lots 1 LvougE 11 and 24, Bbck I.
TURNBERRY CROSSING,
Anoka County, Mnnesote
BENCHMARK
MNDOT SSID STAR. .62913
MN/DOT NAME ANOKA BM 44
ELEVATION w 906.82 (NAVD88)
I .eroI
Rte[ t< uop rust
GRAPHIC SCALE
CONIFEROUS TREE PLANTING DETAIL
Foe T1rS o IRAm )
*� sm
SHRUB & CONTAINER PLANTING DETAIL
E.G. RUD a SONS, INC.
U•.7' Professional Land Surveyors
www.e9lvd.com 6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tet. (651)361-8200 Fax (651) 361-8701
ODECIDUOUS TREE PLANTING DETAIL
N 1.S
SUGGESTED - PLANT SCHEDULE
STI ML
lawn-,
>e
MOT
OM
OMEN RTI[
RITC
M... NAM
BLAZE VOLE
O
•
0
e�j
G14
•
•
15
r em_
e.e
AIN x,wxMI,T AHR..,d
NORTHERN F. GAA
11)Y
RLL
BRB
RED 0.o
e
r CAL
BM
wwTssT IUD uABAmi
1a
, —
rNA' , •ur�r, FI..L•
Ilsoes a MONO,
IS CAL
MB
PIACI FELS SPRUCE
15
E HI
PM
Pm .e..mam.
NEE SM.E'
10
M.
CR8
w cam
NTT PNC
5
PM
AVIIS
1EM A MiK 51.. S TDR - Y DS REg1ROi]RS M1H alts
ProaR 1S ANY INSIALIATDI6
LER.Y IRCC LOCATbMal
I. rnMtFLEVARO MTH OTYS ENVROW ENTAL
[OORC1MAlpR PRIDR Tp AMY MSTALLATI[INS
LANDSCAPING NOTES
PLANTING SCE SHALL HAVE A RH RANGE CF [LEO LODSIUL1 E
OEEMPACTED AND FREE OF STOICS STONES, A SOL
.LL
sHL CONT. NO LASS THAN Ss ORG.. COMPOST MO ux SWb FOR
PLANIWG Gr saves PpIpFNLAL4 AND catomorrot. csAss, A WM. GF
S• or TOFSOL SHALL BE PUCE/ 111.' M ArTICTTD AREAS BEFORE
INSTALLATION_ FOR ESTACIRIYEMT CF TUNE R®A wUOL INM
M PfF E CF
ull
TDnSOIL P AaM TAFFECTED SAS BEFORE INSTN1ATKw Or
syn OR SEE.
STAKE roO/OR MARX AN PLAN. rc.1,1g 5 PI= TO xTI
6TALAPI
DNAEx APPROAE
AIL ALAnoI.
RANTS INSTAtIID SRIALL E 1FlIR4ltT r,RTIV NA DENTE. AS PTV
PLANTS SOUND
ARE APPROPRIATE FM ALL FREEOrOFL DISEASE
1NS PLAITS
WAIST E SIXMIO, IF lily. VIGOROUS, AND TREE OF p5EA5E MSfCTs EGGS.
ANO LARVAE
WAnt. S OUNPD FMADrID00 krllLCFL CLEAN AEO FREE 6 NOXIOUS Fv.
CR OT1EA OOL NEACAT D AS M N M*. MESE AND FDR
TREEES SNI. ED, AND AS ROOT I..IIXI ON OOUND TI USE D FOR
on.or rsE CEOs. AND Y FOR PETtFAl11IALJGRg1N0 LEER BEDS. UNLESS
oTNER.ISE wECTm.
THC
=ACTOR .ALL
AELLDuuEnRaPsdaat
NDPaFnOaTsOONPLONc e.N ALL
reale.
6uroLAu¢ TH,Ta's. T Oua POD
YA LITRE'
THE INSTALLATION OF ME PLANTS 15 WAKE, K AHAS BEEN YDL
NEI PLANTINGS ARE ACCEPTED EXCLSLVE or GUARANTEE AINT[wN[
£
Pull WLIIC M1F1lIrIC,
C
nvPLANNI1EG YLM"ACCAaRArI tlAi
N
oms POSIT.. AFTER AITOOTTANCE.EGINNEN S-LALL I
NKTAC REEPPBEIEJTLz
KEFPHG N6E cON1MAWR SHILMWTINMUC
GUNAFE PERM.
INSTALL E -ST DEPTH PampED MOD NULXN ARBIL. ROOT SAUCER OF ALL
TREES ISOLATED FRC. PUNT CEDE
ALL 1-"A
ORs TO T W rOV iDR A TTATT E 01E YEAR EwAlf AT
T1YE OF Twiny
moANCE BY DIRER. COxTRACT[R 10 YME Au R01ACElEIErs
. A 11FIY YAFIrETL
YATERULS SHALL CMPLY RFTH u ME EIBI= OF TAMERICAN
siAHOARo Fwc xrasERY smrA, wERrAN LATEST
K DF NWSERTVLrI
E TD1rE ONRasWt TroING Fw[VE' 7TH1 M6EEKRTWm5TAF1SE4LALLCESBLL
Al DISTURBED AREAS TD E TINE SEEDED. ARE TO REWIRE , RP SOL.
.ESD. WEE. MO PATER LMTN A HEALTHY STAND OF GRASS 5 MIMED.
=LT CHURL...® CONTROL TO ALL UM/SCAPE AREAS RDCR m AIT
ALL MATERIALSFOR IuPULL COY., MITHMERr THE LATEST EDITIK TIE AAERIC
sTA.aARo esorr sTDDc AAssaonm+M DF ILIESXx.InA
ERIN STAN „OR WM. CF TREES E REgJRED. IT SHALL MOOR m AS
IDT TO CREATE AMY WARM [a UlASX3IRY COSTA. . ALL MIRES .HALL
SIE DNC.SSED N HDSE TD PF1Er411T 1rrtF OAII,Y(L
ALL SE YMNRES YUST E APPRDhD BY ME OTT
DRAWY i I U® NO t5050^P IMEE 3/0. /Ls
DECK gr: .OR IsuNINED
5/1O/r5
Pe, C. Cuemm0
AEL DATE
DESCRPTON
DT
SHEET 5 150SOPP
5,361.00 ALS SLOZCI'SO
N(N, LZ-JOS30 NOlSIA31.1 11VC
LZZ81 'ON'011 SIOZ'Cl"SO =31tl0
'M 5378V40
-epacuwyy In °MS aW to sxr{
ayl ,apun.eeubu3 lewssalo.b oesneon Nno
u+e I leVl Pae aoyl^aMns pap Aw,apun 10
alu A9Pai Marl anu uyd sVl lryl APIA0 A✓Ja+aV I
rd unun
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NOW00Y ONZ
MUSSON 1N838NNIU
Lae ON'on 51OrCC. '31tl0
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'e!u%auMW M alg5 aA !o sn�
eYl ,spun 1aeu6u31euasapP 2.'1 *P
ewwe � iaVl Pte' �fd^a�ns a:u Aw uyvn ,o
,(q pu,edaW se,u ue{0 sl41...kw, l0a,ay
14,1d
L,131,13j►Tryy/ kS31.r•nwa0t5
MOM 1111111111
NOW01111 ERZ
9NISSOB;I AVIGIMIUU.
R11
m
=
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3MOld -M S318a10
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ewwe � iaVl Pte' �fd^a�ns a:u Aw uyvn ,o
,(q pu,edaW se,u ue{0 sl41...kw, l0a,ay
14,1d
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PART IV.r. - POLL,. PREVENTION MANAGEMENT MEASURES
LUC. 'ON '011 SI.Or VOTO
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pa.eclarc moo ve4 .111,1 Aq,.. I
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T A.G. - TERMINATION OF COVERAGE
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PART IV.r. - POLL,. PREVENTION MANAGEMENT MEASURES
LUC. 'ON '011 SI.Or VOTO
3 MO M S31,1.0
-,asauoin, .1e15 .
e Lae wal 1.0 Au,
pa.eclarc moo ve4 .111,1 Aq,.. I
NV -Id NOUN3Ailld
NO11111,0d ,131,/nA Vir0 S
11111111NNIN 'ME 1E1
NUMMI Olg
SHISS0113 AHUNUMILL
79
Ez.
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T A.G. - TERMINATION OF COVERAGE
Cz. 'ON'711 S10CbOTO 31bp
3M0,M 531MM0
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Noll fl'lOd k31dM 1Ya015
MUNI=133N11111
NUMMI ONZ
SWUM 1111381111111
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SITE SEQUENCING & ESC NOTES
SITE SPECF C IN=ORMATION
a U
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31/0
Cz. 'ON'711 S10CbOTO 31bp
3M0,M 531MM0
c.osauuw p ams aW lP suel
aW ieWn �wafiu3 lft 'saoy res., /no
we I Im PW' uory,��aEns ix{P /WI lawn m
aw h9 W iedaid ser uu0 s*!1 left N4� Matau I
udld Np1h3A38d
Noll fl'lOd k31dM 1Ya015
MUNI=133N11111
NUMMI ONZ
SWUM 1111381111111
U U
Z �
o Q �
w y N
<Io
a=o
SITE SEQUENCING & ESC NOTES
SITE SPECF C IN=ORMATION
•
51-£1.1 10 SV 0300031011111
MOO MIVNIV/11311d