3.1 Otsego ISG Daycare PR3rd rep3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
1
PLANNING REPORT
TO: Otsego Planning Commission
FROM: D. Daniel Licht
DATE: 13 July 2023
120 DAY DATE: 19 September 2023
RE: Otsego – 814 Services, LLC/Parkview Retail 3rd Addition
TPC FILE: 101.02
BACKGROUND
814 Services, LLC has submitted plans for development of a daycare use with a licensed
capacity of up to 159 children upon Lot 2, Block 1, Parkview Retail 3rd Addition. The subject site
is located west of Parrish Avenue (CSAH 42) south of 88th Street. Day care uses are allowed
with approval of a Conditional Use Permit subject to performance standards established by
Chapter 30 of the Zoning Ordinance. A public hearing to consider the application has been
noticed for the Planning Commission meeting on 17 July 2023 at 7:00PM.
Exhibits:
Site Location Map
Applicant Narrative dated May 22, 2023
Elevations
Civil Plans set dated 05/22/2023 (18 sheets)
ANALYSIS
Use. The subject site is zoned B1, Retail Business District. The proposed daycare use is allowed
as a conditional use within the B1 District. Consideration of the Conditional Use Permit is to be
based upon, but not limited to, the criteria established by Section 11-4-2.F of the Zoning
Ordinance:
2
1. The proposed action's consistency with the specific policies and provisions of the Otsego
Comprehensive Plan.
Comment: The subject site is within the area planned as the City’s primary retail, service,
and office development center and the Comprehensive plan guides the property for
future commercial uses. The proposed daycare use is consistent with the land uses
guided by the Future Land Use Plan providing for expansion of service business in
Otsego.
2. The proposed use's compatibility with present and future land uses of the area.
Comment: The table below summarizes existing and planned land uses surrounding the
subject site: The proposed day care is an ideal transitional use between more intensive
commercial uses along Parrish Avenue (CSAH 42) to residential uses west of Parkview
Avenue.
Direction Land Use Plan Zoning Map Existing Use
North Commercial B-1 District Dunkin
East Commercial PUD District SuperTarget
South Commercial B-1 District Undeveloped
ALDI
West HD Residential R-7 District Parkview Grand
3. The proposed use's conformity with all performance standards contained within the
Zoning Ordinance and other provisions of the City Code.
Comment: The proposed use will comply with all requirements of the Zoning Ordinance
and Engineering Manual.
4. Traffic generation of the proposed use in relation to capabilities of streets serving the
property.
Comment: The area is accessed via 95th Street (CSAH 39) and Parrish Avenue (CSAH 42),
which are both designated as minor arterial roadways with capacity to accommodate
local and regional traffic.
5. The proposed use can be accommodated by existing public services and facilities and will
not overburden the City's service capacity.
Comment: The subject site is within the East Sewer District established by the
Comprehensive Plan where the City has planned for delivery of services for urban
development and the proposed use will not overburden the City’s capacity.
3
Building Finish. The submitted plans include elevations for the proposed building. The
schedule of proposed materials included on the plans is to be revised to specify the grade of the
proposed exterior finishes and percentage of materials on each elevation and the over all
building in accordance with Section 11-17-4.D.1 of the Zoning Ordinance.
Building Height. Principal buildings within the B1 District are allowed to be up to three stories
or 35 feet in height. The proposed building is a single-story structure with a pitched roof that
complies with the height limits of the B-1 District.
Lot Requirements. Lots within the B1 District are required to be a minimum of one acre in area
and 200 feet in width. The subject site complies with the minimum lot requirements of the B1
District.
Setbacks. The table below shows the setbacks required within the B1 District. The site plan
complies with applicable setback requirements.
Parrish Ave.
(CSAH 42)
Parkview
Ave. North South Parking
ROW Interior
30ft. 30ft. 10ft. 10ft 15ft. 5ft.
Off-Street Parking. Section 11-21-8 of the Zoning Ordinance requires daycare uses provide
one off-street parking stall for each 4 persons of licensed capacity. The developer states that
the licensed capacity of the proposed use is to be 159 children. The proposed licensed capacity
of the day care use requires 40 off-street parking stalls. The site plan provides for 40 off-street
parking stalls (although the site plan is mislabeled to indicate only 37 stalls are provided).
The 90 degree off-street parking stalls are designed as 10 feet wide by 18 feet in depth at
perimeter of the parking area allowing for a two foot overhang and accessed by a 24 foot wide
two-way drive aisle. The stalls are one foot wider than required by the Zoning Ordinance,
which will improve access for children from their parents cars during peak drop-off and pick-up
times. The dimensions of the off-street parking area complies with Section 11-21-7.B of the
Zoning Ordinance.
The parking area is shown to be surfaced with asphalt and surrounded by perimeter concrete
curb as required by Section 11-21-7.C and D of the Zoning Ordinance. The construction
specifications for the off-street parking area are to be subject to review and approval of the City
Engineer.
Landscaping. A landscape plan has been submitted that provides plantings in the perimeter
yards, at the building foundation, and for screening the waste. The landscape plan is to be
modified to provide additional plantings along the north lot line with a mix of shade trees,
ornamental trees, shrubs, and/or grasses.
4
The sizes of proposed plantings comply with the provisions of Section 11-19-2.B of the Zoning
Ordinance, except that the evergreen trees must be changed to eight feet in height. Section 5-
2-3.C.2 of the City Code requires installation of in-ground irrigation for the yards and planting
areas within the property, which is indicated on the landscape plan.
Fence. The outdoor play areas are surrounded by four or five foot high chain link fencing.
Details for the fence are shown on Sheet C810. Fences within the B1 District are allowed to be
up to eight feet in height. Section 11-19-4.H.3.a of the Zoning Ordinance requires that chain
link fences within the B1 District be coated with integral color vinyl and shall not include vinyl,
plastic, or metal slats within the fence. The plans must be revised to specify vinyl coating for
the fence and removal of the slats indicated on the fence detail.
Signs. Uses within the B-1 District are allowed the following signs:
One freestanding sign in the yard abutting Parrish Avenue (CSAH 42) up to 100 square
feet in area and up to a height of 20 feet.
One freestanding sign in the yard abutting Parkview Avenue up to 64 square feet in area
and up to a height of 15 feet.
Wall signs on the east and west elevations of the building up to 15 percent of the wall
area facing public streets with no individual sign larger than 100 square feet.
No plans for wall signs have been submitted. The site plan indicates the location of a free
standing sign in the yard along Parrish Avenue (CSAH 42) and a second sign adjacent to
Parkview. Avenue. The sign adjacent to Parkview Avenue must be revised to be setback 15 feet
from the right-of-way line. No plans for the height or area of the proposed free standing sign
have been provided. A sign permit subject to review and approval of the Zoning Administrator
is required prior to placement of any signs upon the property.
Exterior Lighting. An exterior lighting plan including photometric measurements of light
intensity and indicating the type, location, and height of all exterior light fixtures has been
submitted and complies with Section 11-16-6 of the Zoning Ordinance.
Waste Storage. The submitted plans show a location for waste storage containers. Plans for
construction of the enclosure are to be submitted with application for a building permit for
review by the Zoning Administrator for compliance with requirements of Section 11-18-4.C of
the Zoning Ordinance.
Utilities. The subject site is within the East Sewer District established by the 2012
Comprehensive Plan and services are available to the property. The developer has submitted a
utility plan for connection of the proposed building to City sewer and water utilities, which are
subject to review and approval of the City Engineer.
5
Grading Plan. Plans for grading, erosion control, and storm water management have been
submitted for the proposed development and are subject to review and approval of the City
Engineer.
Site Improvement Performance Agreement. Section 11-9-7 of the Zoning Ordinance requires
that the developer enter into a performance agreement with the City to provide for
construction of the project improvements within the subject site, subject to review by the City
Attorney and approval of the City Council.
RECOMMENDATION
The proposed development of Lot 1, Block 1 Parkview Retail 3rd Addition is consistent with the
policies of the Comprehensive Plan and complies with the requirements of the Zoning
Ordinance. Our office recommends approval of the applications as outlined below.
POSSIBLE ACTIONS
A. Motion to recommend approval of Conditional Use Permit and site and building plans
for Lot 2, Block 1, Parkview Retail 3rd Addition, subject to the following conditions:
1. The site and building plan approval and the stipulations, limitations, and
conditions therein shall be applied to the property in question. All written and
graphic materials officially submitted to the City shall be treated as a formal
agreement between the applicant and the City. Once approved, no changes,
modifications or alterations shall be made to any plan detail, standard, or
specifications without prior submission of a plan modification request to the
Zoning Administrator for review and approval.
2. Any mechanical equipment mounted on the roof of the building shall be
screened by the parapet or other measures so as not to be visible from Parrish
Avenue (CSAH 42) and Parkview Avenue, subject to review and approval of the
Zoning Administrator prior to issuance of a building permit.
3. The exterior finish materials for the principal building shall comply with Section
11-17-4.D.1 of the Zoning Ordinance, subject to review and approval of the
Zoning Administrator.
4. The construction specifications for the off-street parking area shall be subject to
review and approval of the City Engineer.
5. Landscaping:
6
a. The landscape plan shall be revised to provide additional plantings along
the north lot line with a mix of shade trees, ornamental trees, shrubs,
and/or grasses, subject to review and approval of the Zoning
Administrator.
b. Proposed evergreen trees shall be specified as being a minimum of eight
feet in height.
c. In-ground irrigation for the yards and planting areas within the property
shall be installed as required by Section 5-2-3.C.2 of the City Code.
6. The proposed chain link fence shall provide for coating integral color vinyl and
shall not include vinyl, plastic, or metal slats within the fence in accordance with
Section 11-19-4.H.3.a of the Zoning Ordinance.
7. All signs shall comply with Chapter 37 of the Zoning Ordinance and require
issuance of a sign permit approved by the Zoning Administrator.
8. The enclosure for exterior storage of waste containers shall comply with Section
11-18-4.C of the Zoning Ordinance, subject to review and approval of the Zoning
Administrator.
9. All grading, drainage, and erosion control plans shall be subject to review and
approval of the City Engineer.
10. All utility plans shall be subject to review and approval of the City Engineer.
11. The property owner shall execute a Site Improvement Performance Agreement
as required by Section 11-9-7 of the Zoning Ordinance, subject to review by the
City Attorney and approval of the City Council.
B. Motion to recommend the application be denied based on a finding that the request is
inconsistent with the Comprehensive Plan and requirements of the Zoning Ordinance.
C. Motion to table.
c. Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Ron Wagner, City Engineer
David Kendall, City Attorney
Daniel Harris, 814 Services, LLC
Andrea Rand, ISG
SITE LOCATION MAP
460 ft
Overview
Legend
Roads
CSAHCL
CTYCL
MUNICL
PRIVATECL
TWPCL
Highways
Interstate
State Hwy
US Hwy
City/Township Limits
c
t
Parcels
Torrens
M A Y 22, 2 0 2 3
D. Daniel Licht
Planning
City of Otsego
13400 90th St NE
Otsego, MN 55330
ddl@planningco.com
7900 International Drive + Suite 550 + Bloomington, MN 55425
952.426.0699 + ISGInc.com
Architecture + Engineering + Environmental + Planning
RE: CONDITIONAL USE PERMIT APPLICATION NARRATIVE
CHILD CARE DEVELOPMENT – 8891 PARRISH AVE NE
Daniel,
Enclosed is a Conditional Use Permit application and the supporting documents for an child care site development.
The site is vacant and identified by Parcel number 118357000010. The developer is under contract to purchase the
property from the property owner Parkview Partners, LLC. The Title confirms that all 2022 taxes are paid in full. The
2023 taxes will be paid upon closing of the property and we can provide that information to you when available.
Enclosed is a Title Commitment and ALTA survey. Below is a more detailed description of the proposed project with this
Site Plan application.
SITE + PROJECT DESCRIPTION
The subject site is 2.51 acres and is located between Parrish Ave NE and Parkview Ave NE. The proposed use is a
childcare facility that would be 10,960 square feet with a fenced-in play area on the north and east side of the
building and the parking lot on the south side of the building. Access to the site would be from Parkview Ave NE.
The required number of parking spaces is 27 and the proposed site includes 37 parking spaces. The impervious
area of the site would be 64.9% and the open space comprises 35.1% of the site. The site layout conforms to the
setback requirements.
Thank you for taking the time to review the enclosed application and supporting documents. We look forward to
working with the City on this project. Please contact me at 952.426.0699 or Andrea.Rand@ISGInc.com with any
questions or if there is any additional information we can provide in support of this project.
Sincerely,
Andrea Rand, AICP
Project Coordinator
~ ,,
f ~ T ~ ~
f f
f f
~ ~
1'
ASPHALT SHINGLES -·
_)----r ·--
HORIZONTAL---:::~~
LAP SIDING -----------SIDING TRIM ----•--
,. --------9 ~ -
0 -----
BRICK BASE WITH
ROWLOCK SI LL ------
f ~f f ~ l'. ~ I l'. ~
~ ~ ~~ ~~ t ~~ ~~ ~ ~ I l'. ~ ~ I ~ ~ t t f ~ f f ~
174t"'---t ~ ~ ~ ~
ASPHALT SHINGLES ~-p ~ ~
1: ~ 1: 1: ~
HORIZONTAL------
LAP SIDING ---
SIDING TRIM ----------
'?
0-
BRICK BASE WITH
ROWLOCK SILL -------
GUTTER AND
DOWNSPOUTS,
REFER TO CIVIL
-------------
----
-
-
-
~~
-:::.-o=:r=
"' L
f
I
~
t
~
~
f
~
~
1:
./
_4·
-h ~ ~ -h
,, ~ ~ ~
~
12 sr--
-
~
-
-
-
-
L " -
CJ
~ f ~
~ I ~
~ ~
~ ~ ~ t ~ ~ ~
I l'.
t ~ t f ~ ~
~ ~ ~ ~ f ~
1:
~
~
CJ
ASPHALT SHINGLES -·
HORIZONTAL---
LAP SIDING
SIDING TRIM ----
b
' 0
BRICK BASE WITH
ROWLOCK SILL-
GUTTER AND _./
DOWNSPOUTS,
REFER TO CIVIL
,, ,,
f .-_._.
PREFIN. LOUVER /
PREFIN. METAL
CANOPY .
' .
",.,,
cf
/
-
e
ASPHALT
SHINGLES
I
--''
D
HORIZONTAL--.ci-----i--t
LAP SIDING
SIDING TRIM --__
'?
°' BRICK BASE WITH
ROWLOCK SILL
~ f ~ I ~
~ ~
t ~ ~ I
t ~
f ~
~ ~
~ ~
b
' 0
~
~ "" T
"'" I
tt tt tt t t tt tt
f~ f ~ ~ f ~ f ~ f f ~
l'.~ l'. ~ ~ l'. ~ l'. ~ l'. l'. ~ ~ ~ ~ f ~ ~ ~ ~: ~ f f ~ ~ f ~ ~ f ~~ ~~ ~ ~ ~~ ~~ ~ l'. l'. ~ l'. l'. ~ ~ l'. ~ __ ,-t t t f t t ' f ~ ~ f ~ ~ f f ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ,t f t ft ~f
I ~ "" ~
--+ ~
-~ -
b
' M
"'
. le' -
~ -
t tt tt f ~f f ~ l'. ~ l'. l'. ~ ~ ~ ~
~ f ~ ~ f
~ ~~ ~~
l'.~ ~ l'. ~
f t t ~f f ,,
~ ~~ ~ ft
~ ""
12
~5
-1-
~
~
f
f
r
I
t t f ~ l'. ~ ~ f ~
~ ~
T ~
Fl
IJ ~
6
12
CJ
4 \ WEST ELEVATION ~\,A_l_O_l-0:
'
SCALE: 1 /8"=1 '-0"
T
r
f
-1-
~
~
f
f
r
I
'l.,i' ·"' 1.§ I/' 1
~
--I,:< --~ -----
=5°
=-~ --_--=-_--__ -I .... --:>➔=±=+---t l -
l±====!===U.---IL-4l==-:===L=~ = -;;:~~===1-10F=:~~,__.,~ LJ
,_ -,_ ~ ,_ -,-~ ,-~ ,--,_ -,_ -,-
-
CJ
6
~ ~ == =
3
A 101
NORTH ELEVATION
SCALE: 1 /8"= 1'-0"
~~ ~~ □~□~~ =~ L I ~~ ~
=ca ;ct ,., _l_ _,_.; ~ cc=
f f
I I
~
t
~
~
f
~
~ ~
~ ~
1.-c
-
--
-
--
--
' ;~ ii=
~ ~ f ~ f J'. J'.f ~ -1-~
' T ' I± ± I
T F~
WALL MOUNTED,
LIGHTED SIGN, OFCI ill-,,_
/ 2
1\A 101
~f f ~
-1-T T-1-t-_±
EAST ELEVATION
SCALE: 1 /8"=1 '-0"
!~ J'.~ 12
12 ~ t ~ 3 ~ ---..........._ ~
-" f
. ------~ l ; l
f" ', --------,, 1-"' "' ~ ~ ± -~ -\' -'-~
-
f f 1: l l -b -
--
'-;--
4' ,;;--
11 ,, II \
/ ' ' ' ---,-,_ ,_
' •
I ~ "" 'c _,
---.------i~ r::l
' ' CUSTOM ALUMINUM '
TUBES-PAINT
!
36" CONCRETE-~
SPHERE BOLLARDS-
PAINT
i/
--N
,.: :i' "'' '·" f' -
.. ,: § ;:' I:" --~---,-
-. -~-, --
----3,--'--
l ~ ~ ,-~ =------== I '-"
+-~
'·
\_ KNOX BOX-COORDINATE
WTIH LOCAL FIRE DEPT. --------1 ·. SOUTH ELEVATION
1
\ A 1 01 ! SCALE: 1 /8"= 1'-0" ,
CJ
I -h I
f .
12 12
5 5
ff·
~~~□~-===~-_~:~:~~·~□~~=~·~~~~~=~,□~
~ f ~
f ~ J'.f J'.f f ~ J'.f ~ f J'.f f ~ f ~ f f -f~ ~ff~ f ~ I -1-~ I ~ l'. I i I ~ t T ~ ± T ±II~±I ~ T ± I T ~ ~ ± l'. ~ ~ I l'. ~
~ ~ f f ~ If f~ ~~ f~ ~ f f ~ f ~ ~ ~ ~ ~ f ~~ ~~ ~~ ~
t ±~ f ± t t~ t ± t +~ t t t ~~ ~~ ~~ t ~ ~ f ±I T± f ~ ~ f ~ ~ ± f ~ j; ~ ~ ~ ~ f ~ I T T~~IT~ I T ~ ~ I I T ~Il'.~~I t ~ ~t r~ t ~ ~ t ~ ~ r ~
f ± r t r f r t f f f t t t f ~ ~ f ~ j; f i;f f~ i;f ~ j; f f ~ ~ ± f~ ~ff~
~ ~ t f ~ j; f j;~ ~~ j;~ ~ f j; ~ f ~ ~ ~ ~ ~ ± ~~ ~~ ~~ ~
~ ff ff ;c~ ~~ f~ f -~ f ~ ~ ~ ~ ~ ~ ~ f f f f I' If f f 1: f f 1: 1: f 1: , I' l 1: 1: 1: 1: I , . '~~ ~ ~~ -~ r ; T~ ~ -~ r~
I." I:" ---
-/ --------
~
-* C ~ "" ; ~ "" T 'i=i===~
'5'· c~~ C '" -~ 'S" ~ 'S" I
CJ
EXTERIOR FINISH LEGEND
MATERIAL MANUFACTURER DESCRIPTION AND COLOR
ROOF
ASPHALT SHINGLES GAF STYLE: TIMBERLINE HDZ
COLOR: BIRCHWOOD
SOFFIT PAN ELS LP BUILDING STYLE: SOFFIT PANELS. VENTED
SOLUTIONS COLOR: QUARRY GRAY
ENTRY FASCIA GAF STYLE: METAL FASCIA
COLOR: CUSTOM KYNAR COATED, PURPLE
WALL
HORIZONTAL LAP SIDING LP BUILDING STYLE: 8", HLP SMARTSIDE, SMOOTH TEXTURE
SOLUTIONS COLOR: QUARRY GRAY
SIDING TRIM LP BUILDING STYLE: 6", SMOOTH TEXTURE
SOLUTIONS ACCENT COLOR: TUNDRA GRAY
BRICK BASE ALABAMA BRICK STYLE: STANDARD, RUNNING BOND
COLOR: CORTEZ
METAL CANOPY MAPES STYLE: CANTILEVER BRACKET SUPPORT CANOPIES
COLOR: CUSTOM KYNAR COATED, PURPLE
WALL LOUVER STYLE: METAL
COLOR: CUSTOM KYNAR COATED
--=
~
~
l'.
t
~
~
f
DO NOT SCALE PRINTS. USE FIGURED DIMENSIONS. @2022 FSDG
Project:
Issued for:
Subject:
ELEVATIONS
Project Owner:
EIG "T
814 Services, LLC
1695 Twelve Mile Road
Suite 100
Berkley, Ml 48072
Project Consultants:
FormSurfaces
Design Group
10913 Marcello Lane
Whitmore Lake, Ml 48189
Job No.
Sheet No.
0SCALE IN FEETPROJECT LOCATIONNSWELOCATION MAP1. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUTARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL(WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS),DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONSISSUED BY THE ARCHITECT/ENGINEER.2. CONTRACTOR TO OBTAIN ALL UTILITY CONNECTION PERMITS FROM THE CITY OFROCHESTER PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEGINNING.3. CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THEGENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT ANDCOMPLETE COORDINATION OF ALL WORK.4. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFYARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATIONOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.5. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFYARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATIONOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.6. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OFDETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR INCHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGNINTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDINGWITH THE WORK.7. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED,INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TOMANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEENMANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFYARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK.8. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TOAVOID GALVANIC CORROSION.9. THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FORGENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THEKNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THECONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACEUTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFYENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN.10. THE CONTRACTOR IS TO CONTACT "GOPHER STATE ONE CALL" FOR UTILITYLOCATIONS, MINIMUM 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION(1-800-252-1166).PROJECT GENERAL NOTESALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT SPECIFICATIONS, THE LATESTCITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAIL PLATES , THE MNDOTSTANDARD SPECIFICATIONS FOR CONSTRUCTION, 2022 EDITION, AND CURRENT VERSIONOF THE PLUMBING CODE OF MINNESOTA UNLESS DIRECTED OTHERWISE.HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUMOF 1983 (NAD83), ON THE MINNESOTA DOT: OLMSTED COUNTY, US FOOT COORDINATESYSTEM, IN U.S. SURVEY FEET.ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF1988 (NAVD 88).RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATESFOR THIS PROJECT.THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN SEPTEMBER2022 BY ISGSPECIFICATIONS REFERENCEPROJECT DATUMTOPOGRAPHIC SURVEY LEGEND EXISTINGWWETXXXX><IIPROPOSED>IIOEUEUTVG>>>>>>>>UTILITY PROVIDERSUTIOEUEUTVGOHLUTLFBO28667 C0-TITLEDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C0-TITLE.DWG23-28667C100COVER SHEETC100 COVER SHEET---- ---- C100O2B KIDSEIG14TPROJECT ADDRESS / LOCATION:8891 PARRISH AVE NEOTSEGO, MN 55330SECTION 22, T-121 N, R-23 WWRIGHT COUNTYOTSEGO, MINNESOTAMJEARARJAZONING SUMMARYZONING:SITE/LOT AREA:IMPERVIOUS AREA:GREENSPACEPROVIDED:PARKING REQUIREMENTSDAY CARE CENTERTOTAL:SETBACKSPROJECT ENGINEER:ALEX AMADEO - ISG217 E 2ND ST SUITE 110DES MOINES, IA 50309PHONE: 515-243-9143EMAIL:ALEX.AMADEO@ISGINC.COMPROPERTY OWNER:DANIEL HARRIS1695 TWELVE MILE RD, SUITE 100BERKLEY, MI 48072PHONE: 248-514-9120EMAIL:DAN@814CRE.COM05/22/2023 CITY SUBMITTAL #1 MJECIVIL SHEET INDEX
GGGGGGGGGGGGGGUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>28667 C2-EXISTDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C2-EXIST.DWG23-28667C200EXISTINGCONDITIONSC200 EXISTING CONDITIONS ---- ---- C2000SCALE IN FEET20 40MJEARARJA05/22/2023 CITY SUBMITTAL #1 MJE
T/C=864.95EX CBR=866.96EX SAN MHR=867.61EX SAN MHR=866.87I=862.90 (18" HDPE) SSUMP=860.05EX STM MHGGGGGGGGGGGGGGUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEIIIIIIIII>>>>>>>>>>>R=865.13I=861.06 (15" HDPE) WSUMP=860.54EX STM MHI=860.43I=861.87T/C=866.44I=862.34 (15" RCP) WEX CB>>>>>>>>>>>>>>>>>>R=864.75I=861.58 (15" HDPE) EI=861.35 (15" HDPE) SWEX CBT/C=867.73EX CB>>>>>>>>>>>>>>>>>>28667 C2-EXISTDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C2-EXIST.DWG23-28667C300DEMO PLANC300 DEMO PLAN ---- ---- C3000SCALE IN FEET20 40MJEARARJA05/22/2023 CITY SUBMITTAL #1 MJEREMOVAL LEGENDSYMBOL DESCRIPTION
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XPROPOSEDBUILDING10,960 SQ. FT.FFE = 868.00IGGGGGGGGGGGGGGUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>28667 C3-SITEDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C3-SITE.DWG23-28667C400 SITE PLAN ---- ---- C4000SCALE IN FEET20 40ZONING SUMMARYZONING:SITE/LOT AREA:IMPERVIOUS AREA:GREENSPACEPROVIDED:PARKING REQUIREMENTSDAY CARE CENTERTOTAL:SETBACKSMJEARARJAC400SITE PLANPAVEMENT LEGENDSYMBOL DESCRIPTION05/22/2023 CITY SUBMITTAL #1 MJE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XPROPOSEDBUILDING10,960 SQ. FT.FFE = 868.00>>
>>
>>
>>>>>>>>>>>>>>>>>>>IT/C=864.95EX CBR=866.87I=862.90 (18" HDPE) SSUMP=860.05EX STM MHGGGGGGGGGGGGGGUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEIIIIIIIII>>>>>>>>>>>R=865.13I=861.06 (15" HDPE) WSUMP=860.54EX STM MHI=860.43I=861.87T/C=866.44I=862.34 (15" RCP) WEX CB>>>>>>>>>>>>>>>>>>R=864.75I=861.58 (15" HDPE) EI=861.35 (15" HDPE) SWEX CBT/C=867.73EX CB>>>>>>>>>>>>>>>>>>XXXXXXXXXX X X X X X X X XPROPOSEDBUILDING10,960 SQ. FT.FFE = 868.00>>>>>>>>>>>>>>>>>>>>>>>>>>IR=866.87I=862.90 (18" HDPE) SSUMP=860.05EX STM MHIIIIIIIII>>>>>>>>>>>I=861.87T/C=866.445" RCP) WPPI=862.34 (15EX CB>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>R=864.75I=861.58(15" HDPE) EEX CB>>>>>>>>>STORM DRAIN STRUCTURE SCHEDULESTORM DRAIN PIPE SCHEDULESANITARY SEWER STRUCTURE SCHEDULESANITARY SEWER PIPE SCHEDULEMJEARARJAC500SITE UTILITY PLAN28667 C3-SITEDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C3-SITE.DWG23-28667C500 SITE UTILITY PLAN---- ---- C5000SCALE IN FEET20 4005/22/2023 CITY SUBMITTAL #1 MJE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XPROPOSEDBUILDING10,960 SQ. FT.FFE = 868.00>>
>>
>>
>>>>>>>>>>>>>>>>>>>IGGGGGGGGGGGGGGUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>28667 C4-GRADEDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C4-GRADE.DWG23-28667C600GRADING PLANC600 GRADING PLAN ---- ---- C6000SCALE IN FEET20 40MJEARARJAGRADING LEGENDGENERAL GRADING NOTES10110005/22/2023 CITY SUBMITTAL #1 MJE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XPROPOSEDBUILDING10,960 SQ. FT.FFE = 868.00GGGGGGGGGGGGGGUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>>>>>>>>>>>>>>>>>>IRESTORATION SCHEDULE28667 C5-LANDDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C5-LAND.DWG23-28667C700RESTORATIONPLANC700 RESTORATION PLAN ---- ---- C7000SCALE IN FEET20 40LMWLMWMRW05/22/2023 CITY SUBMITTAL #1 MJE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XPROPOSEDBUILDING10,960 SQ. FT.FFE = 868.00GGGGGGGGGGGGGGUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>>>>>>>>>>>>>>>>>>IPLANT SCHEDULELANDSCAPE REQUIREMENTSAS REQUIRED IN OSTEGO, MINNESOTA ZONING CODE(SECTIONS 5-2-3 & 11-19)28667 C5-LANDDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C5-LAND.DWG23-28667C710PLANTING PLANC710 PLANTING PLAN ---- ---- C7100SCALE IN FEET20 40LMWLMWMRW05/22/2023 CITY SUBMITTAL #1 MJE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XPROPOSEDBUILDING10,960 SQ. FT.FFE = 868.00GGGGGGGGGGGGGGUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>>>>>>>>>>>>>>>>>>IIRRIGATION LEGENDSYMBOL DESCRIPTION1. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION ANDVERIFICATION OF ALL EXISTING UTILITIES AND STRUCTURES. EXERCISE EXTREMECARE IN EXCAVATING AND WORKING NEAR UTILITIES. DAMAGE DONE TO UTILITIES,STRUCTURES, OR OTHER FINISHED WORK SHALL BE REPAIRED OR REPLACED ATTHE IRRIGATION CONTRACTORS EXPENSE.2. IRRIGATION CONTRACTOR TO FIELD ADJUST DRIP LINE LOCATIONS SO AS TO AVOIDCONFLICTS WITH TREES, SITE FURNITURE, AND UTILITIES.3. INSTALL PVC SCHEDULE 40 PIPE SLEEVES UNDER HARDSCAPE AT ALL POINTSWHERE IRRIGATION MAIN LINE AND LATERALS ARE LOCATED.4. INSTALL ALL MAINLINES TO SLOPE AT 1% MINIMUM TO MANUAL DRAIN VALVESLOCATED AT LOW POINTS OR AS INDICATED ON PLANS OF MAINLINE SYSTEM.5. THE CONTRACTOR SHALL PLACE A #12 SOLID COPPER TRACE WIRE WITH PURPLE PECOVER FOR WATER ALONG ALL PVC MAINLINE. THIS INCLUDES ALL PVC MAINLINECONNECTING QUICK COUPLER VALVES.6. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTORTO INSURE THE POINT OF CONNECTION IS PROVIDED PER PLANS.7. INSTALL A BACKFLOW PREVENTER AND ENCLOSURE AT THE POINT OF CONNECTION.INSTALL PER MANUFACTURER SPECIFICATIONS. COORDINATE WITH LOCAL CITYORDINANCES TO ENSURE THE POINT OF CONNECTION MEETS ALL CODES.8. IRRIGATION CONTRACTOR SHALL INSTALL DRIP IRRIGATION SYSTEM FOR ALLPLANTING AREAS AND SPRAY HEADS FOR TURF LAWN AREAS.9. CONTRACTOR TO SUBMIT IRRIGATION PLAN AND PRODUCT INFORMATION TOLANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.SUBMIT IRRIGATION PLAN AT A SCALE OF 1 INCH EQUALS 30 FEET OR GREATERINDICATING POINT OF CONNECTION, BACKFLOW PREVENTER, LAYOUT / LOCATIONSOF DRIP-LINE, VALVES, MAINLINE, ISOLATION VALVES, FLOW SENSORS, RAIN /FREEZE SENSOR, PIPE SIZING, AND CONTROLLER LOCATIONS.10. CONTRACTOR TO INSTALL NEW TORO CUSTOM COMMAND SERIES / HUNTER ACC-D /RAIN BIRD ESP-LXIVM (OR APPROVED EQUAL) CONTROLLER WITH STAINLESS STEELPEDESTAL MOUNT. SOURCE IRRIGATION CONTROLLER, RAIN / FREEZE SENSOR,QUICK COUPLERS, AND CONTROL VALVES FROM ONE MANUFACTURER.CONTRACTOR TO VERIFY 110V UNINTERRUPTED ELECTRICAL SERVICE FOR THECONTROLLER. CONTRACTOR TO INSTALL CONTROLLER PER MANUFACTURER'SSPECIFICATIONS.11. INSTALL VALVE BOX LOCATIONS IN PLANTING AREAS, PARALLEL TO AND SET BACKFROM PAVEMENT EDGES AS INDICATED ON THE PLANS.12. PROTECT AT ALL TIMES THE WORK FROM DAMAGE AND THEFT. REPLACE ALLDAMAGED OR STOLEN PARTS AT CONTRACTOR'S EXPENSE UNTIL THE WORK ISACCEPTED IN WRITING BY THE OWNER'S REPRESENTATIVE.IRRIGATION NOTES28667 C5-LANDDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C5-LAND.DWG23-28667C720IRRIGATION PLANC720 IRRIGATION PLAN ---- ---- C7200SCALE IN FEET20 40LMWLMWMRW05/22/2023 CITY SUBMITTAL #1 MJE
28667 C5-LANDDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C5-LAND.DWG23-28667C730PLANTINGDETAILSC730 PLANTING DETAILS ---- ---- C730LMWLMWMRW05/22/2023 CITY SUBMITTAL #1 MJE1. COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES,FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (FENCE,FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANYDISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK.2. SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED.3. REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTHFROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX.4. REFER TO PLANTING DETAILS FOR AMENDED SOIL DEPTH IN PLANTING BEDS ANDSURROUNDING TREES.5. FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALLAPPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER'SREPRESENTATIVE RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OFINSTALLATION.6. ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE ASINDICATED IN THE PLANT SCHEDULE.7. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THEPLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLANSHALL GOVERN.8. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OFEQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR,FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNER'SREPRESENTATIVE.9. ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERYSTOCK (ANSI Z60.1), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OFNURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIESLISTED MAY BE USED IF THE STOCK CONFORMS TO ANSI Z60.1.10. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN A LIVEAND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR)AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED BY THE CONTRACTORFREE OF CHARGE WITH THE SAME GRADE AND SPECIES.11. ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. ANY TREES DEEMED NOT TOHAVE A STRONG CENTRAL LEADER SHALL BE REJECTED.12. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO CONSTRUCTIONOPERATIONS. ANY AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ITSORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.13. PROVIDE SHREDDED HARDWOOD MULCH SURROUNDING ALL PROPOSED TREES (5' Ø)AND WITHIN PLANTING BEDS TO A 3" MINIMUM DEPTH AS SHOWN IN TREE PLANTINGDETAIL. DO NOT USE AN UNDERLAYMENT SUCH AS PLASTIC SHEET OR LANDSCAPEFABRIC. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. REFERTO PLANS FOR ADDITIONAL DETAILS. REFER TO STORMWATER DETAILS FOR BASINCONSTRUCTION AND MULCH APPLICATION.14. MULCHING MATERIAL SHALL BE SHREDDED HARDWOOD MULCH, WITH NO INDIVIDUALPIECES LARGER THAN 3", FREE OF GROWTH OR GERMINATION INHIBITINGINGREDIENTS, 3" MINIMUM DEPTH. MINIMUM DEPTHS AT LOCATIONS INDICATED ONDRAWINGS.15. CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO BE APPROVED BY THELANDSCAPE ARCHITECT.16. INDICATED QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THECONTRACTOR.17. ADJUST SPACING OF PLANT MATERIALS AROUND ADJACENT UTILITY STRUCTURES.PLANTING NOTESLANDSCAPE EDGINGNTS LD740DECIDUOUS TREE PLANTINGNTS LD705STAKING DIAGRAMSHRUB PLANTINGNTS LD720PERENNIAL PLANTINGNTS LD725PLANSECTION
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XPROPOSEDBUILDING10,960 SQ. FT.FFE = 868.0000.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.5 0.9 0.6 0.4 0.4 0.4 0.5 0.6 0.7 1.1 1.6 1.4 0.9 0.6 0.5 0.4 0.4 0.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0.0 0.1 0.2 0.3 0.5 0.6 0.9 1.3 1.5 1.4 1.1 0.9 0.9 0.9 0.9 1.1 1.4 1.6 1.5 1.3 0.9 0.8 0.9 1.3 1.8 2.3 2.1 1.9 2.5 0.0 0.0 0.0.0 0.1 0.3 0.4 0.6 0.8 1.1 1.4 1.6 1.5 1.3 1.1 1.0 1.0 1.0 1.1 1.3 1.5 1.4 1.1 1.0 0.9 1.1 1.4 1.9 2.5 2.4 2.3 2.8 0.0 0.0 0.0.1 0.3 0.4 0.6 0.7 1.0 1.2 1.3 1.3 1.1 1.0 1.0 1.0 1.0 1.0 1.1 1.2 1.1 1.0 0.9 0.9 1.0 1.3 1.7 2.2 2.3 2.4 2.0 0.0 0.0 0.0.1 0.3 0.4 0.6 0.7 0.8 1.0 1.1 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 1.0 1.2 1.5 1.8 2.1 2.2 1.4 0.0 0.0 0.0.1 0.2 0.4 0.5 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.9 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.9 1.0 1.1 1.2 1.4 1.2 0.6 0.0 0.0 0.0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.8 0.9 0.9 0.3 0.0 0.0 0.0.1 0.2 0.3 0.4 0.4 0.4 0.5 0.6 0.7 0.7 0.8 0.9 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.6 0.5 0.5 0.5 0.6 0.5 0.2 0.0 0.0 0.0.1 0.2 0.2 0.3 0.3 0.3 0.30.3 0.4 0.3 0.3 0.4 0.3 0.1 0.0 0.0 0.0.1 0.1 0.2 0.2 0.2 0.2 0.20.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0.1 0.1 0.1 0.1 0.1 0.1 0.00.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0.1 0.1 0.1 0.1 0.1 0.1 0.00.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0.0 0.0 0.1 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.28667 C6-LIGHTINGDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C6-LIGHTING.DWG23-28667C800 SITE LIGHTING PHOTOMETRIC PLAN---- ---- C800BJMBJMRJAC800SITE LIGHTINGPHOTOMETRICPLAN0SCALE IN FEET20 40"AA" LIGHT STYLEN.T.S.1MANUFACTURER/MODEL NUMBERLIGHT FIXTURE SCHEDULESTYLETYPELAMPS REMARKSProvide light fixtures as shown on Fixture Schedule. Substitutions shall have prior approval by the Project Engineer before bid date. Being listed as anacceptable Manufacturer in no way relieves the Contractors obligation to provide all equipment and features in accordance with these specifications.FOOTCANDLE LEGEND05/22/2023 CITY SUBMITTAL #1 MJE
BITUMINOUS PAVEMENTNTSSTANDARDCONCRETE SIDEWALKNTSPARKING SURFACEACCESSIBLE PARKING SIGNNTSPARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLE4' OR 5' CHAIN LINK FENCENTSTURN DOWNCONCRETE SIDEWALKNTSACCESSIBLE PARKING AREANTSTURF (BY OTHERS)TURF (BY OTHERS)COMPACTED SUBGRADENOTES:1. ALL TURF AND PAD IS BY OTHERS.2. THE COMPACTED STONE BELOW THE TURF AREA IS BY OTHERS. CONTRACTOR TO PREPARESUBGRADE TO BOTTOM OF STONE ELEVATION.1-1/2" PAD (BY OTHERS)4" COMPACTED STONE4" CONCRETE1-1/2"1-1/2"TURF (BY OTHERS)TURF (BY OTHERS)COMPACTED SUBGRADE1-1/2"3" COMPACTED STONE(BY OTHERS)1-1/2"CONTRACTOR TO INSTALL6" PERFORATEDSUBDRAIN UNDER THISPLAY AREA SECTION ANDSHALL BE TIED INTO THESTORM SEWER SYSTEM.28667 C0-DETAILSDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C0-DETAILS.DWG###23-28667C810SITE DETAILSC810 SITE DETAILS ---- ---- C81005/22/2023 CITY SUBMITTAL #1 MJE
28667 C0-DETAILSDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C0-DETAILS.DWG###23-28667C811SITE DETAILSC811 SITE DETAILS---- ---- C81105/22/2023 CITY SUBMITTAL #1 MJE
28667 C0-DETAILSDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C0-DETAILS.DWG###23-28667C812SITE DETAILSC812 SITE DETAILS---- ---- C81205/22/2023 CITY SUBMITTAL #1 MJE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XPROPOSEDBUILDING10,960 SQ. FT.FFE = 868.00>>
>>
>>
>>>>>>>>>>>>>>>>>>>IGGGGGGGGGGGGGGUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>PCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPC PC PC PC
PC 28667 C1-SWPPPDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C1-SWPPP.DWG23-28667C900TEMPORARYEROSION ANDSEDIMENTCONTROL PLANC900 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN ---- ---- C9000SCALE IN FEET20 40MJEARARJA05/22/2023 CITY SUBMITTAL #1 MJEEROSION CONTROL LEGENDSYMBOL DESCRIPTIONPC101100
28667 C0-DETAILSDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C0-DETAILS.DWG###23-28667C901TEMPORARYEROSION ANDSEDIMENTCONTROL PLANDETAILSC901 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN DETAILS---- ---- C90105/22/2023 CITY SUBMITTAL #1 MJE
28667 C0-DETAILSDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C0-DETAILS.DWG###23-28667C902SWPPPNARRATIVEC902 SWPPP NARRATIVE---- ---- C90205/22/2023 CITY SUBMITTAL #1 MJE
28667 C0-DETAILSDATE DESCRIPTIONBYPROJECTTITLESHEETREVISION SCHEDULEPROJECT NO.FILE NAMEDESIGNED BYDRAWN BYREVIEWED BYWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,DATE DESCRIPTIONBYISSUE SCHEDULEFILE LOCATION: S:\PROJECTS\28000 PROJ\28600-28699\28667 O2B KIDS-OTSEGO MN\28667 PRODUCTION FILES\28667 CIVIL 3D\PRODUCTION DWGS\28667 C0-DETAILS.DWG###23-28667C903SWPPPNARRATIVEC903 SWPPP NARRATIVE---- ---- C90305/22/2023 CITY SUBMITTAL #1 MJE
S:\Municipal\Aotsego25xx\2500\OT2523.04 O2B Kids – Daycare
Main Office:
3601 Thurston Avenue, Anoka, MN 55303
Phone: 763/427-5860 Fax: 763/427-0520
www.haa-inc.com
MEMORANDUM
TO: Honorable Mayor and City Council
CC: Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Daniel Licht, City Planner
Dave Kendall, City Attorney
Alex Amadeo, ISG
Daniel Harris, Property Owner
FROM: Ronald Wagner, P.E. City Engineer
Abdullah Alqwaizani, E.I.T.
DATE: May 30, 2023
RE: O2B Kids
We have reviewed the following information provided by Civil Engineering Site Design on behalf of
Alex Amadeo regarding the O2B Kids.
Civil Plan Set for O2B Kids, received 5/22/2023 by ISG
The submittal is to be considered for preliminary acceptance. We would offer the following
comments:
1. Provide an approval signature line for Ronald J. Wagner, P.E., City Engineer.
2. The datum elevation shall be NGVD 1929 Adj. or provide equation converter from datum
1988 (NGVD 88) to datum 1929 (NGVD 29).
3. Plan must be signed by a Licensed Professional Engineer.
4. Provide date of preparation.
5. Provide location, size, and elevation of all existing sewer, watermain, culverts, and other
underground facilities within 150’ shall be shown.
6. Show boundary lines of adjoining unsubdivided or subdivided land, identified by name and
ownership.
7. Provide a stop sign on the west entrance.
8. Add ADA raps at the west crossing.
9. Provide cross walk paint on the west entrance on Parkview Ave.
May 30, 2023
Page 2
S:\Municipal\Aotsego25xx\2500\OT2523.04 O2B Kids – Daycare
10. Provide the normal, 2-year, 10-year, and 100-year water level for the proposed pond.
Summary and/or Recommendation
We recommend approval contingent on the above comments being addressed.
S:\Municipal\Aotsego25xx\2500\OT2523.04 O2B Kids – Daycare
Main Office:
3601 Thurston Avenue, Anoka, MN 55303
Phone: 763/427-5860 Fax: 763/427-0520
www.haa-inc.com
MEMORANDUM
TO: Honorable Mayor and City Council
CC: Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Daniel Licht, City Planner
Dave Kendall, City Attorney
Alex Amadeo, ISG
Daniel Harris, Property Owner
FROM: Ronald Wagner, P.E. City Engineer
Abdullah Alqwaizani, E.I.T.
DATE: May 30, 2023
RE: O2B Kids
We have reviewed the following information provided by Civil Engineering Site Design on behalf of
Alex Amadeo regarding the O2B Kids.
Civil Plan Set for O2B Kids, received 5/22/2023 by ISG
The submittal is to be considered for preliminary acceptance. We would offer the following
comments:
1. Provide an approval signature line for Ronald J. Wagner, P.E., City Engineer.
2. The datum elevation shall be NGVD 1929 Adj. or provide equation converter from datum
1988 (NGVD 88) to datum 1929 (NGVD 29).
3. Plan must be signed by a Licensed Professional Engineer.
4. Provide date of preparation.
5. Provide location, size, and elevation of all existing sewer, watermain, culverts, and other
underground facilities within 150’ shall be shown.
6. Show boundary lines of adjoining unsubdivided or subdivided land, identified by name and
ownership.
7. Provide a stop sign on the west entrance.
8. Add ADA raps at the west crossing.
9. Provide cross walk paint on the west entrance on Parkview Ave.
May 30, 2023
Page 2
S:\Municipal\Aotsego25xx\2500\OT2523.04 O2B Kids – Daycare
10. Provide the normal, 2-year, 10-year, and 100-year water level for the proposed pond.
Summary and/or Recommendation
We recommend approval contingent on the above comments being addressed.