HomeMy WebLinkAbout2022-07-25 PACKET 06.1. (COTTAGE GROVE LOGISTICS PARK BUILDING 3)STAFF REPORT CASE: SP22-051
ITEM: 6.1
PUBLIC MEETING DATE: 7/25/22 TENTATIVE COUNCIL REVIEW DATE: 1/17/22
APPLICATION
APPLICANT: NP BGO Cottage Grove Logistics Park, LLC
REQUEST: Site plan review for Phase 1a of the Cottage Grove Logistics Park Master
Development Plan. The application is to construct Building 3, which will
consist of approximately 520,000 square feet, on property located south of
100th Street and west of Ideal Avenue.
SITE DATA
LOCATION:
ZONING:
GUIDED LAND USE:
South of 100th Street and West of Ideal Avenue
1-2, General Industry, with a PUD, Planned Unit Development
Industrial
LAND USE OF ADJACENT PROPERTIES: CURRENT
NORTH: Residential & Ind
EAST: Agricultural
SOUTH: Agricultural
WEST: Agricultural
SIZE: 520,000 square feet
DENSITY: N/A
RECOMMENDATION
GUIDED
LDR & Industrial
Industrial
Industrial
Industrial
Approval, subject to the conditions stipulated in this staff report.
Cottage
Grove COTTAGE GROVE PLANNING DIVISION
�
here Pride and Prosperity Meet
Planning Staff Contact: Emily Schmitz, Senior Planner; 651-458-2874; eschmitz(o-)_cottagegrovemn.gov
Application Accepted:. 6/29/2022 60-Day Review Deadline: 8/28/2022
City of Cottage Grove Planning Division • 12800 Ravine Parkway South • Cottage Grove, MN 55016
Planning Staff Report
Cottage Grove Logistics Park — Phase 1a (NorthPoint Development)
Planning Case No. SP2022-051
July 25, 2022
Proposal
NorthPoint Development (NP CG Logistics, LLC) submitted a Site Plan Review application for a
project on 29.18 acres of land located south of 100th Street for Phase 1 a of the Cottage Grove
Logistics Master Site Plan with proposed construction of Building 3 (520,000 square feet) for
warehouse, manufacturing, distribution, and office space.
Location Map
Review Schedule
Application Received: July 29, 2022
Acceptance of Completed Application: June 29, 2022
Planning Commission Date: July 25, 2022
Tentative City Council Date: August 17, 2022
60-Day Review Deadline: August 29, 2022
Background
NorthPoint Development (Developer), a Kansas City based development company, received
Master Site Plan approval in December 2021. The Master Site Plan (Resolution No. 2021-166)
for the Cottage Grove Logistics Park consists of approximately 252 acres of land encompassing
an assemblage of six separately owned parcels. The Master Site Plan approved nine separate
warehouse, manufacturing, distribution, and office space buildings. The Developer proposed a
phased development, and therefore requires a site plan to be reviewed and approved for each
proposed phase of development of the Cottage Grove Logistics Park to ensure the proposed
phase aligns with the approved Master Site Plan.
Planning Staff Report — Case Nos. SP2022-051
Cottage Grove Logistics Park — Phase 1 a (NorthPoint)
July 25, 2022
Page 2 of 12
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Master Site Plan — Cottage Grove Logistics Park
The Developer subimtted a site plan application and received approval for the first phase of the
development in April 2022 (Resolution No. 2022-058). Phase 1 of the development includes
Buildings 1 and 2, a total of 700,000 square feet of warehouse, dristribution, and office space.
Phase 1 also required a final plat creating the two separate parcels for each of the buildings as
well as construction of 105th Street, and the 100th Street and Ideal Avenue improvements.
Grading began in the spring of 2022, and the Developer is working towards completion of Phase
1 in late 2022.
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Phase 1 Site Plan
Planning Staff Report — Case Nos. SP2022-051
Cottage Grove Logistics Park — Phase 1 a (NorthPoint)
July 25, 2022
Page 3 of 12
Planning Considerations
Comprehensive Plan - Future Land Use Designation
The City's approved 2040 Comprehensive Plan guides all proposed properties involved in the
proposed Cottage Grove Logistics Park Master Site Plan as Industrial; therefore, the proposed
Phase 1a Site Plan use is consistent with the guided land use.
2040 Future Land Use
-- Major F.1— R—c—w
AghCUfUle Preserve
R—IROWentipl
Low Density Revdennol
_ Medi— Deruwty Re9d-14
- Kgh Densily R.Oftntlol
cornrnerca
- M led Use
® M led Ufe'.v M1 n 3W OI Ar—1 Rootl ays
0 Intlustml
- P.W/S.—ftbk
Ag Al —I
_ Parks/Open Space
- GeV Cane
In-1-11--g A—
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2040 Land Use Map
Zoning
Part of the Master Site Plan approvals included rezoning of parcels proposed to be included in
the site plan area. The six separate parcels within the assemblage were rezoned from AG-1,
Agriculture Preservation, or AG-2, Agricultural, to 1-2, General Industry, with a PUD, Planned Unit
Development. The approved PUD overlay allows for flexibility in land development for a more
efficient and effective use of the land including loading docks to face a public right-of-way and
flexibility in building height. The proposed warehousing, manufacturing, distribution, and office
uses within Phase 1a are permitted uses within the 1-2 zoning district.
Phase la Site Plan
The applicant is proposing a site plan review for Phase 1 a of the Master Site Plan area. This
phase includes one building (Building 3) at a total of 520,000 square feet.
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Building 3 Location
Planning Staff Report — Case Nos. SP2022-051
Cottage Grove Logistics Park — Phase 1 a (NorthPoint)
July 25, 2022
Page 4 of 12
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Building 3 Site Plan
Setbacks
The minimum front, rear, and parking setbacks for the 1-2 zoning district have all been met with
the proposed Phase la Site Plan.
Side
Side
Rear
yard
Side yard
yard
Rear
yard
Front yard
setback
Building
setback
adjacent
yard
adjacent
setback
adjacent
height
interior
to a
setback
to an R
toanR
street
district
district
40 feet
40 feet
125 feet
80 feet
60 feet
100 feet
45 feet
Height
City Code requires a maximum building height of 45 feet; however, the approved PUD provides
flexibility in building heights ranging from 48.6 feet to 51 feet. The proposed heights allow for
stacking of materials, which is typical of distribution operations. The proposed height of Building
3 in Phase la will be required to align with the previously approved building heights within the
City's Business Park.
Architecture
The conditions of approval for the PUD require that all buildings within the PUD and Master Site
Plan area shall be constructed of complementary materials. The City's Zoning Code requires new
Planning Staff Report — Case Nos. SP2022-051
Cottage Grove Logistics Park — Phase 1 a (NorthPoint)
July 25, 2022
Page 5 of 12
structures within commercial and industrial districts to be composed of at least 65 percent Class
1 materials as outlined in the Zoning Code (brick, stone, glass) as well as a variation of materials
every 100 feet of wall length. The buildings within Phase 1 a are proposed to be Class A tip -up
panels, glazing along all sides, brick, and canopies at each corner or main building entrance. The
proposed materials provide a variation every 100 feet and increased visual impact from public
rights -of -way. Proposed elevation example below:
Cottage Grove Logistics Park Building Rendering
Parking
The Developer's Master Plan requires the Developer to meet the City's minimum parking stand-
ards for warehouse/manufactured uses (1 space per 2,000 square feet of building area). The
Phase 1a parking is proposed to provide the following parking spaces consistent with the mini-
mum required spaces per the approved Master Site Plan:
Building 3
Required
Parking
257
Proposed
Parking
276
Given the property lines are proposed within parking and access drive areas, an agreement shall
be in place to ensure the parking/drive aisle areas are maintained equally by current and/or future
property owners.
Tree Preservation
As with all developments within the City of Cottage Grove, a tree inventory is required to be com-
pleted identifying all qualifying trees on the development site and indicating which are proposed
to be removed. The Developer completed an individual tree inventory as part of the Master Site
Plan process.
Planning Staff Report — Case Nos. SP2022-051
Cottage Grove Logistics Park — Phase 1 a (NorthPoint)
July 25, 2022
Page 6 of 12
Inches
Total
Replacement
Remaining
Total
Permitted
Excess
Replace-
inches
replacement
permitted
Inches
replacement
existingremoval
inches
ment
proposed —
inches
to be
removed
inches
inches
threshold
removed
rate
Phase 1
removed
required
27,906
60%
16,743
24,957
8,214
50%
4,107
376
3,731
The Developer is proposing to replace mitigation inches as part of the Phase la. The remaining
mitigation inches will be required to be planted on site as part of future phases. If at such time the
final phase of the Master Site Plan is proposed and all mitigation has not been planted on site,
cash in lieu of for remaining mitigation inches will be required to be paid at the current mitigation
fee value.
The Developer, as part of the first phase, planted 376 mitigation inches on the site, leaving 3,980
inches to mitigate throughout the remainder of the master site plan build out. The Developer con-
tinues to work through the landscape plan for Phase 1 a. A final landscape plan will be required to
be reviewed and approved prior to Council approval.
Landscaping
City Zoning Code Title 11-6-20 requires the following minimum landscape requirements:
• 15 percent of the proposed developed space to be dedicated green space in a commercial
or industrial development
o The Developer is proposing 19.7 percent green/open space within the Phase 1 site
plan area.
• 8 percent green space within parking islands and bump outs.
o The Developer is proposing 10.9 percent of parking islands and bump outs to be
landscaped.
• Building perimeter landscaping on building sides facing a public street or parking lot.
o The Developer has proposed building perimeter landscaping on all sides of Building
3 that face public rights of way and are not proposed with loading docks.
In addition, the Developer is proposing to plant the minimum required landscape plantings
required per the City's Zoning Code:
Required
Proposed
Deciduous
171
206
Coniferous
160
160
Shrubs
478
513
Screening
The Developer has proposed several screening measures for the entire Master Site Plan area.
Berming as part of the first phase of development was constructed adjacent to 100th Street and
along the western edge of Phase 1 (Building 1).
Planning Staff Report — Case Nos. SP2022-051
Cottage Grove Logistics Park — Phase 1 a (NorthPoint)
July 25, 2022
Page 7 of 12
Proposed Phase 1 Berms
Given the location of Building 3, which is adjacent to Xcel Energy's power line easement areas,
no additional berming will be constructed with Phase 1a in order to avoid impacts to the lines on
the south and west sides.
Noise
After concerns heard at each of the neighborhood meetings as part of the Master Site Plan review
process, the Developer adjusted several components of their Master Site Plan to provide addi-
tional mitigation measures to prevent off -site noise:
1. The Developer plans to install berming, up to ten feet in height, on the north and east
property lines when adjacent buildings are being constructed. Additional landscape plant-
ings will be installed on the berming as well.
2. The Developer conducted a noise study at the boundary of the proposed Master Site Plan
area. The average dB(A) currently at the site ranged between 51.9 and 56.4 dB(A). The
Developer has indicated noise on the site is not anticipated to exceed 60 dB(A) at the
property lines, meeting Minnesota State Statute minimum requirements.
3. The Developer is also proposing construction of a sound wall along the southerly and west-
erly boundary of the site to block additional noise pollution to the residential parcels to the
south. Staff recommends additional landscape screening/landscaping along the proposed
sound wall.
Sound Wall Example
Planning Staff Report — Case Nos. SP2022-051
Cottage Grove Logistics Park — Phase 1 a (NorthPoint)
July 25, 2022
Page 8 of 12
The Developer constructed a portion of the sound wall on the south side of Building 1 and the
west side of Building 2 as part of their first phase. Additional sound wall will be constructed along
the west and south sides of Building 3 as part of Phase 1a.
-
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-. _.. ....... . .- _. ... ..
Phase 1 Sound Wall Proposed Location
Phase 1 a Sound Wall Proposed Location
Lighting
Per the City's Ordinance, no more than 0.5-foot candle of light shall spill at the property lines
abutting residential districts and no more than 1.0-foot candles measured at the property lines
abutting commercial or industrial parcels adjacent to the Master Site Plan area. Lighting proposed
as part of Phase 1a is downward directed and does not exceed 0.5-foot candle at any of the
property lines. The photometric plan submitted by the applicant for the Master Site Plan area
meets the City's minimum ordinance requirements.
Planning Staff Report — Case Nos. SP2022-051
Cottage Grove Logistics Park — Phase 1 a (NorthPoint)
July 25, 2022
Page 9 of 12
Signage
The Developer has indicated signage is proposed at build out for tenant spaces; therefore, signs
will be reviewed as part of building permit submittals. All signage, including monument, directional,
and wall signs, shall be consistent with existing signs in the Cottage Grove Business Park.
Traffic/Site Access
All adjacent required public improvements are being completed in conjunction with the construc-
tion of Buildings 1 and 2 of the Cottage Grove Logistics Park. At this time, the Developer is not
proposing a use for Building 3 with a greater traffic impact than that contemplated in the original
traffic study provided as part of the overall Master Site Plan. A revised traffic study will be required
if at the time of built -to -suit permits are applied for that the proposed tenant has a projected trip
generation exceeds that which was modeled in the original traffic study.
Utilities
As part of the construction of 105th Street with Phase 1, the 18-inch trunk watermain has been
extended to the 105th Street future roundabout following the City's water supply plan. Connection
to this watermain has been completed and will be extended around Building 3 to provide the
required looping. Connection to the sanitary sewer along 105th Street to service this building was
also completed with Phase 1.
While the watermain and sanitary sewer within the site will be privately owned and maintained by
the Developer, City Public Works staff will be granted access to the Cottage Grove Logistics Park
through the Development Agreement for annual hydrant flushing. Drainage and utility easements
have been provided over the water main and sanitary sewer, except for any private irrigation or
building services, so in the event the Developer chooses to sell portions of the development to
another entity, the City may take over ownership of each of the systems. A private maintenance
agreement will be executed between the City and the Developer for maintenance of the private
systems.
Surface Water Management/Grading
The site grading for the project is proposed to meet the surface water management requirements
established by the State, Watershed District, and the City's Surface Water Management Plan.
Storm sewer will be extended from parking areas within the development to the privately owned
and maintained stormwater basins within the Master Site Plan. The Developer will enter into a
maintenance agreement for private stormwater infrastructure.
The stormwater management plan was submitted and reviewed by the City's engineering staff,
and their comments are included in the plan review memo dated July 14, 2022. The Developer's
engineering consultant will continue to work with the City Engineer to address the surface water
management plan and drainage design.
Park
The City's Zoning Code requires dedication of 10 percent of development area as park and/or
open space. Total park dedication for the Master Site Plan area is 25.52 acres. The Developer
dedicated Outlot A to the City as part of Phase 1. The remaining required dedication for the Master
Site Plan area will be paid in cash per acreage of each phase as outlined in the development
agreement. The City will require the payment prior to the release of the final plat for Phase 1 a as
outlined in a development agreement.
Planning Staff Report — Case Nos. SP2022-051
Cottage Grove Logistics Park — Phase 1 a (NorthPoint)
July 25, 2022
Page 10 of 12
Development Fees
The applicant would be required to pay area charges and connection fees per phase of develop-
ment. These fees will be calculated and required to be paid prior to recording of the final plat.
Public Hearing Notices
The public hearing notice was published in the St. Paul Pioneer Press and mailed to 236 property
owners within 500 feet of the property as well as the River Acres Neighborhood on July 13, 2022.
Recommendation
That the Planning Commission recommend that the City Council approve the Site Plan for Phase
1 a of the Cottage Grove Logistics Park Master Site Plan with proposed construction of one build-
ing (Building 3) consisting of approximately 520,000 square feet, for warehouse, manufacturing,
distribution, and office building space, subject to the conditions listed below:
All conditions of approval within Resolution 2021-166 shall be complied with.
2. The Developer is permitted to construct approximately 520,000 square feet of warehouse,
light manufacturing, distribution, and office space within the Phase 1a site plan area. A 10
percent increase in square footage may be approved upon administrative review and
approval by the Community Development Director.
3. The Phase 1 a Site Plan approval shall expire one year from the date of City Council ap-
proval unless a building permit has been requested or a time extension has been granted
by City Council.
4. Permitted, conditional, and accessory uses within the Planned Unit Development shall be
consistent with the underlying zoning districts except that uses as reviewed and approved
by the Community Development Director may be permitted.
5. The Developer shall be responsible for dedication of or cash in lieu of 10 percent of the
developable area of the proposed Master Site Plan for park and open space. The Devel-
oper is dedicated approximately 7.95 acres of land for park and open space as part of their
Phase 1. Additional required park dedication will be calculated per Phase 1 a of the Master
Site Plan area and outlined in the Development Agreement for each phase.
6. The Developer and/or landowner shall be responsible at any time for the maintenance and
upkeep of the proposed sound wall on the south and west side of building 3.
7. The Developer shall be responsible for installing sod and irrigation within the berm and land-
scaped areas of the Phase 1 a site plan area. The development shall mow and maintain all
site boulevards to the curb line of public streets.
8. All HVAC and other roof- or ground -mounted equipment shall be hidden from view with
materials that match materials and colors used on the building.
9. No exterior storage shall be permitted within the Phase 1a site plan area.
Planning Staff Report — Case Nos. SP2022-051
Cottage Grove Logistics Park — Phase 1 a (NorthPoint)
July 25, 2022
Page 11 of 12
10. A right-of-way permit shall be required for work performed within the City or County right-
of-way.
11. A maintenance agreement shall be required for all proposed private stormwater ponding,
interior lighting, and private utilities within the site and recorded with the Phase 1a final
plat.
12. No storage of snow within Phase 1a is permitted within stormwater basins.
13. A cross access and parking agreement between proposed buildings and adjacent parcels, if
necessary, shall be required and recorded with the Phase 1a final plat.
14. Final architectural plans, lighting, and exterior construction materials and colors must be re-
viewed and approved by the Planning Department prior to the issuance of a building permit.
15. All applicable permits (i.e.; building, electrical, grading, mechanical, right-of-way) must be
completed, submitted, and approved by the City prior to the commencement of any construc-
tion activities. Detailed construction plans must be reviewed and approved by the Building
Official or City Engineer.
16. All comments outlined in Stantec's letter dated July 14, 2022 shall be addressed as well
as any subsequent review letters by the City Engineer.
17. Prior to the issuance of a certificate of occupancy, the applicant shall submit as -built survey
plans in electronic format (pdf and dwq) for the site grading and all public and private utilities.
18. Water main, sanitary sewer, and storm sewer improvements proposed as part of Phase 1a
shall be constructed per Cottage Grove standard detail plates and construction speci-
fications.
19. The traffic study shall be required to be updated with each build -to -suit building permit if the
proposed tenant projects more trip generation than what was reviewed and approved as part
of the Master Site Plan traffic study.
20. If trash collection/service is to be located outside of each building, an enclosure/screening will
be required. A detailed site and material plan will be required to be submitted with the building
permit application and an updated parking stall count.
21. Truck dock doors on buildings within Phase 1a are required to be closed at all times and shall
be proposed to match the color scheme of the buildings to blend.
22. The applicant shall ensure that each building located within the Cottage Grove Logistics Park
has adequate radio coverage for the Minnesota Regional Radio Communications System,
including but not limited to firefighters and police officers. The applicant shall have each build-
ing tested for 800 MHz radio coverage at the time the shell building is completed and before
a Certificate of Occupancy is issued. Re -testing of the entire building for 800 MHz radio cov-
erage at the time the building is 70 percent completed with tenant finishes. If radio coverage
Planning Staff Report — Case Nos. SP2022-051
Cottage Grove Logistics Park — Phase 1 a (NorthPoint)
July 25, 2022
Page 12 of 12
testing fails within a building, the installation of the bi-directional 800 MHz signal enhancement
system shall be completed within 180 days of the testing report.
23. The final grading and erosion plan for Phase 1a shall be approved by the City Engineer. The
grading and erosion control plan for the site must comply with NPDES II Permit requirements.
Erosion control devices must be installed prior to commencement of any grading activity.
Erosion control must be performed in accordance with the recommended practices of the
"Minnesota Construction Site Erosion and Sediment Control Planning Handbook" and the
conditions stipulated. The grading plan and site grading of the property shall be consistent
with the approved surface water management plan.
24. All concrete and bituminous surfaces including parking areas, drive aisles, sidewalks etc.
within Phase 1 a must always be maintained in good workmanship -like condition by the prop-
erty owner.
25. Any fencing on the site shall be constructed with materials meeting the ordinance criteria
related to industrial fencing and shall be reviewed and approved by the Community Devel-
opment Department prior to installation.
26. The Developer is required to mitigate 4,107 caliber tree inches prior to the Master Site Plan
area build out. 372 inches were mitigated as part of Phase 1. A revised landscape plan is
required to be submitted, prior to Council approval verifying actual mitigation planted as
part of Phase 1 a.
27. Prior to the release of the building permit for Phase 1 a, a bona fide cost estimate of the land-
scaping improvements for Phase 1 a and site plan approval must be submitted in conjunction
with a letter of credit approved by the City in the amount of 150 percent of such estimate.
28. Landscaping on the site must always be maintained in good health and dead plantings shall
be replaced in a timely manner.
29. A light matrix study shall be completed and submitted with the building permit application for
the building within Phase 1a. All outdoor lighting must meet City Code requirements. All light
fixtures must be downward directed with cut-offs. The specifications of all light fixtures must
be provided with the application for a building permit.
30. Fire hydrants and watermain valves shall be placed as per the approval of the City's Fire
Marshal, City Engineer, and Public Works Department. In addition to granting public drainage
and utility easements over the water pipe infrastructure, the applicant shall guarantee the
City's ability to access the fire hydrants to flush the water system and valving in the event of
an emergency.
Prepared by: Attachments:
— Civil Plan Set
Emily Schmitz — Cottage Grove Logistics Park Second Addition Final Plat
Senior Planner — Stantec Review Memo Dated July 14, 2022
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KIMLEY-HORN AND ASSOCIATES, INC.
Kimley>>> Horn
PREPARED BY: RYAN A. PHIPPS, P.E.
767 EUSTIS STREET, SUITE 100
ST. PAUL, MN 55114
TELEPHONE (651) 645-4197
LANDSCAPE ARCHITECT
KIMLEY-HORN AND ASSOCIATES, INC.
Kimley* Horn
PREPARED BY: MITCHELL COOKAS, PLA
767 EUSTIS STREET, SUITE 100
ST. PAUL, MN 55114
TELEPHONE (651) 645-4197
OWNER / DEVELOPER
NP CG LOGISTICS, LLC
ONorthPoint'
DEVELOPMENT
4825 NW 41 ST STREET, SUITE 500
RIVERSIDE, MO 64150
CONTACT: MARK MILITZER
TELEPHONE: 331-251-3111
EMAIL: MMILITZER@NORTHPOINTKC.COM
GEOTECHNICAL ENGINEER
BRAUN INTERTEC CORPORATION
1826 BUERKLE ROAD
SAINT PAUL, MN 55110
TELEPHONE: (651) 487-1812
CONTACT: STEVEN MARTIN, P.E.
SURVEYOR
WESTWOOD
12701 WHITEWATER DRIVE, SUITE 300
MINNETONKA, MN 55343
TELEPHONE: (952) 937-5150
CONTACT: CHRISTOPHER FOLEY. LS
SITE DEVELOPMENT PLANS
FOR
CG LOGISTICS PARK BUILDING 3
SECTION 29, TOWNSHIP 27N, RANGE 21W
COTTAGE GROVE, WASHINGTON COUNTY, MN
IV V I CJ:
1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH
WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION.
2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22:34 SHEET.
3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR
UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING
POSSESSION AND THE FINAL CONNECTION OF SERVICES.
4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK FINALUTILITIES,
AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.
;EA
DRAWING INDEX
SHEET No.
SHEET TITLE
C000
COVER SHEET
CHOO
GENERAL NOTES
C200
DEMO PLAN
C300
EROSION AND SEDIMENT CONTROL PLAN -PHASE 1
C301
EROSION AND SEDIMENT CONTROL PLANPHASES
C302
EROSION AND SEDIMENT CONTROL DETAILS
C303
SWPPP
C400
SITE PLAN
C401
SITE DETAILS
C402
SITE DETAILS
C500
GRADING PLAN
C501
GRADING PLAN ENLARGEMENTS
C502
STORM SEWER PLAN
C503
GRADING DETAILS
C504
GRADING DETAILS
C505
GRADING DETAILS
C600
UTILITY PLAN
C601
UTILITY DETAILS
C602
UTILITY DETAILS
C700
WATERMAIN& SANITARY PROFILE
C701
WATERMAIN& SANITARY PROFILE
C800
STORM PROFILES
C801
STORM PROFILES
C802
STORM PROFILES
C803
STORM PROFILES
C804
STORM PROFILES
L100
LANDSCAPE PLAN
L101
LANDSCAPE DETAILS
15.
Know what'sbelow.
Call before you dig.
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AIIIIATE ININ. TIE AITIAL DIIATIN 11 ANY E.RTINI THLITIES IS I , I I IN_
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SECA US I " THE I IERATTE I THE I�N 111 11 EIRTINI UTILITIES OR F TR"TRE F NOR FOR
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HAVE PH RED I I AERAL UT 'I BE I, THE CT"N FEIIRE Cl""ENC PC
'PRO THE CONTRACTOR '"A' IRIIIDE IIE LIURE INI.U. NOTICE TO ALL UT LTC I .. ANAE
IRIRTI FE.NNN. CINSTRUCTI I
I THE CINTRACT' I "' BE REIIINIILE 11RISTAININCALLRE.HRED CONSTRUCTION IER.ITFAND PC UP F , RE AT RED ED IS I, CONSTRUCTION
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ARE TO BE ADE —111 INIR AIIRIIAL 11 TIE —NER AND NITIDICATIIN TO TIE EN.INEER E ALL III BE 11 CI=T IS I NCRETE AND ITTER RECHRED TEST RESULTS ARE TO BE SENT TO TIE _ER I RECTL, I, TESTIN. A.ENCI
I I" I CINTRACT IS '"A LL ` I SEE SO I ` ` LE III I 'CU" ENT NI AND "A 'A I PC AS 'U LT I " SOFT IN
MIT FDA LT BE REC I BRAD AS I INSTRUCT, I , RI.REFFEE I I AT I, I I .. LET INIIA , ED IS I ATE
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DATA '"ALL BE CLLE CTED 11 A STATE 11 .. IRIKEHIINAL IND SURVEIIR MISE FERlICEE ARE
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" AN' 'ELL' I 'CC IERED IN ITS THAT I I HAVE UP USE "ITIT BE l=EE%1I A LICENSED —L
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IFL.ATIINTI PAT IIRA RELATED CHANCE ORDER
11 FlIULD CIN RACTIR ENCIUNTER ANY DEPRIS LADEN FIll STRUCTURES NIT IDENTILED IN TIE D,CU.ENTF IS ITTER SOURCE 11 POTENTIAL CINTAINNATIN LIST SHALL —EDIATELY CONTACT
TIE EN.INEERAND MHER
EROSION CONTROL MAINTENANCE
TYPICAL OWNER/ENGINEER OBSERVATIONS
CINTRACTIR SCALL NITICI —NERANDIIR EN.INEER . LIURE INADVANCE 11 TIE NO ACTV TEE
IRE CONSTRUCTION EETIN. F—RADE IREPARATIIN BASE INSTALLATION
=TN�I FNDER.RIUND , 'NO ANDITTILITIES INSTALLATION , I RUCTURES CIECKVALFEE HYDRANTS ETERE ETC FIDECSFALK
INFl—TIIN CINNECTINST—FATER A UP BEISER.AINE TESTS 11 UTILITIES
EROSION CONTROL NOTES
I THE SLID" 'A TER "LLUT IN PREVENT I I BAN
I ...... . I..R�IED THE ED OF IN CINTRL
" I THE STANDARD DETA LE THE " I NAB. I AS AlACl.ENTF CLU ofRED I THE FEE I , I, NE
11 TIE -111 BLUE TIE IER.IT AND ALL SUFFE.UENT REIIRTEAND RELATED DICU.ENTE
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F NA LL FTA I A COPY I I TIE ST IS I _TER "LLUT, IN IREVENHIN STAN AND TIE STATE 11 .
NAT OF LLUYANTD 'CUP SIR ELI.INATIIN BIBLE. CENERALIER.ITINIDEB IER.IUAND FECI.E
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L A—TITIER I INTENTS
I FEFT.ANA—ENTIRACTICEE CE-SIAND CINTRILE FIALLCINIIR. TO FEDERAL SITE IS LOCAL
'RACTCE A' A .. CABLE THE ADD �RE.ENL R,.AUE A C_ERACTIR SIALL —FRIEND I CUTS A DRECTEDISITTE IER.ITTN.A.ENCIIR I
SITE ENTRI AND EPT LOCATIONS SIALL BE AINTAINED IN A CINDITIIN THAT —L PREVENT TIE
TRACKN' OR 'L"N' " 'ED"E' INTO 'U"C RADA" ALL ` ED I ENT "LLED DRI ` IED
-FIED IS TRACKED IN A lUFLC RIADPSAI UFT BE RE I OVER I EDAT I L, —EN S F I I
RE.NREb TO RE.IVE FEDI.ENT IRIIR TO ENTRANCE INTO A PUBLIC RIADPVAI IT SIALL BA DINE IN
AN AREA ETA ` LIED 'I" I RU ` "ED 'I' HE " " I " DRA I ` CUP AN AKIRIVED IED "ENT 1411 ALL , HE F 'IS ED " I I SCLAR I I I F ED OR CH INTO 'UFLC AREA F FDA LL BE 'A I F, THE CONTRACTOR
TEN IIRAR' SEEN NI IS OTHER AKIRIVED "ETLIDI 11 ITAIULLATIIN PLAILL BE INITIATED —LIN
DATE " THE FAST I STUREA NCE IN ANY AREA " THE F IS
TIE CINTRACTIR SIALL INI. ISE CLEARIN. TO TIE A.I.U. E.TENT PRACTICAL IS AS RE.HRED PC
TIE ENERAL 'ER. I
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AREA " I LOCAL I I SO RTABLE 'ACnNT�EN ", CETICHER F ANDT, LET LAC 'I I F
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STE IS READ T ANIP lEAlF, I I ATCELR A AND ` 'TACUEN.ClAlL I I AANDEREAKUTAINED IN L, A A F LE CINTA I AND SAN UP US L F ELLE F
11 THE CC UTRACTIR I REIIINI ILE III DUST CINTRIL IN SITE I " I USE 11 1 ITIR I I AND 'I HER , SIR .U. =ES I I I. I L AT I F FOR IT ST F USERS. IN OPERATION F F 'ROD F TED
11 RUSS El TRABI ARBA.E LITTER IS ITIER SUCH ATERIATE SIALL BE DEIISITED INTO PEALED C,NTA HE BE I ATER AL' ` "ALL BE ED EVENTED IRI" LEAV NI THE IRE" FEE TLRI LOU I HE ACTI IN
—D IS STIR. _ER DI F CLAR.E CUP DRA PACE DITCHES OR _ERE " THE F TATE
11 ALL STIR. MHER 111TUTIN IREVENTIIN EAFUREE PRESENTED IN TIE STAN SIALL BE INITIATED AS
FIINAE F PROOF CABLE
11 ALL PLAINS AREAS STICKELES FIIILF ETC SIALL BE LOCATED SUCH THAT LIST — NIT
ADVER ` I L' AllE IT ATER IUALTI ITILE—FE CIVERNO IS ENCIRCIN. THESE AREAS MITI PON I , RITE IT A I =E' � LL BE NECESBAR,
I � CINTRACTIR SIALL BE REEIINSIBLE III RE ESTAFFIFILIN. ANT EROSION CINTRIL DEVICE —Cl
I" E' I FIT RE EA IT CC NTRA CT' I '"ALL I 'I " I" I "PER I REIREI=VE 'IED' BE HAS NC I ` I TIE EFTA EYE, ED ED IF, I CIN— I EASURES I LAT I A, HE AD I, UPS I F I I I I
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TO I - IN IS DUN NO I I I I SEE DUE PA
FILVENTE REAFEE IUELANDLUFRICANTIL PESTICIDES ANDAND FIlDCSAFTE ATERIATE
11 ED .. I CC UT I IT DEV�E ` l"IlNlRNTTlCT�E PLANE SIALL BE INSTALLED INIR TO TIE START 11 FA UP I STUR F I I A IT A BE I I THE
I I A LL ED I ` I I CC OUR I L DEV CE ` ARE I' ` I I 'TA TIED I A CC IRDAN I I "T"T LEA ` SRI VED " NIAND F BE I , CAT, INS " I THE , I _ IT CIAN I I F ARE I, F I A BE I V ED FEIIRE CC I SIR LOT, IN F, I, I
DEFI.N EN.INEER AND TIE CITY 11 ....... EN.INEERIN. DIVISION
1� 11 TIE EROSION CINTRIL STAN AS AKIRIVED CANNIT CINTRIL EROSION AND III SITE
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ADD I" EN.AL ER I FIC N`CTl"PTR ILEEI I I ERIBI IN CINTRI L STAN �l I HAVE III NE TVTBEDEAND I I
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CINTRIL PLAN ADE PC TIE CINTRACTIR I UST BE AKIRIVED PC TIE ENC NEER
PAVING AND STRIPING NOTES
I A LL PAV I I CIN 'I SUIT IN "ATERALI AND IIRK"ANI"l ITLN IU=ATIN(IRITT IF
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F FA LY F I OF CC, RNANCE VITT LOCAL OR COUNTY FEC , CATIONS AND F RD F IS F EDIT ON)
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LEE STOP FARE AND F I NE AND I F I I L=N U F
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TIE A I (A I ED I CAN CC NCRETE'NETTUTE=E o' CoNCRETERACTCE
I CONTRACTOR FILL AIILI A 1ECONDCOATNI OVERALLPAVE I ENT I ARK I OF ` I I I TO A CCEITANCE F, _ER 'oLLOSSED F, A COAT o' OFF. FEARS A F A .. CABLE , ED I, I , ROLE IT I CCU. ENDS
I ANT ED IT NI SAVE" ENT CITIES ANDIOR I DElALKl=ENE0NERER"A0N`V%lNI BE REPAIRED PC TIE CONTRACTOR AT , F E.lE NEE To THE PAT FACT ON ED
11 BEFORE 11C NO lAVE.ENT CONTRACTOR IIALL VERICI SUITABLE ACCESBIRLE ROUTES (PER A I A)
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FU IF NO DOORE AND CAUSE SNALL BE A RA CO.OUT CoNTIFE CIO I F FA LT N`0`UI " ED I I
=AToERI I A. CRITERIA CANNOT BE NET IN AN' LCE`H ON PRIOR TO PAVINE NO CONTRACTOR I BE BE — PEACCEITED CORA DA CO.ILUAN USE
11 A.I.U. MIND SPAIN. F—ICETIE DEPTH 01 TIE CONCRETE lAVE.ENU IN FEET
GRADING AND DRAINAGE NOTES
I I ENERA L CONTRA CIO BANDA LL STRIP NTRA CTOR ` ` "A LLV ED " I I `U HAS L I' o' A EA%TT UNCTAND
lRo,oE ED F I I I OUR I I I F NCLUD I I I RA BE F AND I KEY F� ON FLE ElORE START 0 1 1
TIE EN.INEER SNALLSE NOTIFIED —EDIATELY 01 ANT DISCREPANCIES
THE CONTRA CIO I '"A LL I BADE THE I IS To THE I LEVAT ON ` UP CAT ED AND '"A LLAI LET AS
PACE ART AND RE I BADE _ FoUFE � HERE I, E, OCCUR A 'TER EV EST RA CIA LL U CH L A IRA
FIND IS —L ESTABLIBILED OR ADE.UATE STABILIATION OCCURS
CC NTRA CIO I INALL BY IT RE I ERE ` So' IT AS DRAINA I I E=loEUFLRU LDIN III CIO I
SURIA I I I TO o" LL DRA I F, I RAV IT To NEIS I I ED =TDR F I
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I PC RE 'AN I I F ARE LOU UP I THE ED= =IRooBED RADEE 'R�N I To 'FACE. I CH o'
PAVE.E TORITTILITIES
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DURIN. CONSTRUCTION EPETIN. CAFTIN.E AND STRUCTURES TO RE.AIN SNALL BE ADIUSTED To
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I IF I KI I FOR LILL NEI "' ` I PLACED TALI I ` AND FEE I ` ICAT I US So THAT THE UT FLY ��T F I ETA SHE � HERE UT L I, L= ICE I I. T,=D
NO LOT I, I TO I IT BE FDA LL
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THIRD PARTY TEST REPORTS REQUIRED
TEST REPORTS RE.HRED FOR CLOSE OUT INCLUDE BUT ARE NOT —TED TO
FACTE`0TTO.lRE'oRTTF 01 SATER BIBLE.
LRAK TUETETE"BECS'RT�ElR'TE.ARD I REASE LIVES
ANT OTHER TESTIN. REFUSED PC TIE A.ENCII. UNICIPALITI
WATER STORM SEWER & SANITARY SEWER NOTES
I I HE CC NTRACTOR ` "A LL I ON' TRUCT IRAV I lElER LATERATI "ANITOLE1 IRA TY FE,SER LINES
AND DO I I ST I _TER AND , RE 'RoTECT ON BIBLE. AS PLC_ ON THESE ,
'FACE THE CONTRACTOR
` NA LL `U RNIH A LL PACE ` IF BY "ATER'AL' EIUl"ENT "ACHNER1 TOOLS 'EAN, o'
TRANSIORTAT I I AND FA F I I NECESBARY TO Co.,LETE THE RK IN FULL AND CO.ILETE
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I OR IT LL
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I THE CO PURACTOR SNALL RESTO RE ALL DISTURBED VE. ETATIO I I I KIND UNLESS SHOM OTLE—I BE
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ITEN 'o SO ` I IT I ` SO I SAFE THEINTEROROIALLIIEIIHALLIE CLEANANDIOND 'U I 'ACE `
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ALL ` BE AND "' N" "LL BE CAREFULLY 'TIRED `oLLo" PC "ANUACTURER' RECO..ENDAT ONE CARE SHALL BE TAKEN TO AVO I DACCA.E TO THE COAT NO OR IN NO I ANY I
BE I `�T N" CA WON SE, oHELENC NI OCR MIA "A CENDER PITH CN LTA 'OR"" `U I I IERIE IT oER MCH I I , I ED I U USE F ALL I IT BE UP
AN' I BE I IT 'AT EPA CIO BY FOR USE ILALY BE CLEARLY ARKED AND IN. ENATELY RE. OVER PRO.
I HE _FTE AND F UP ILL BE RE 'FACED AT THE CONTRA CTOR F E.lE NE I
I IATER FOR I RE ` IHT PC ` HAI BE ADE AVAILABLE FOR USE PC THE CONTRACTOR PRIOR TO Co.FUFTF.FE AN IS SOL ITT ON F IS
I ALL UT 11 AND ITOR" BRAIN TREN CITE ` To OFFER UNDER AREA ` TO RE I IAV NI ` LA LL BE Co.,LETEL, BACK , LYBD IN ACCo RNANCE � TH THE CIA ERNIN I �U XV ECT I OF L A I SUIT F
BE SO ` 'I ON ` I I HE EV I " I HAT THE CONTRACT DOCU"ENTI AND THE 1UNENCTIONAL ACENCI
RE AT IRENE CUP ARE I IT IN A I RE E.ENT THE oFT SIR N.ENT FHALL.oVERN
E UNDER.ROUND LINES SHALL BE SURVEIED PC A SITE 01 .. IROIEFBIONAL IND FURVEIOR PRIOR To BACK , TY NO
CONTRACTOR "' I ALL TESTS RE.HRED PC THE
BIECI.TONBANDIO=R"ENACI FICN� ED�IDECTE ANY AND HA I _ �F CTUEUETEEBI NAL.ANDRUT AT I IT
AND
S F F F SHALLEEIROVIDEDTOTHE UTILITY lROVIDEIRTEI'MER IV NT`EToRNRCT"AL0olNTANDE STIRETRAT ON TELE FLY
AND�URI�DICTIO.LA.ENCIA�RE.UIRED
CC UTRICT OR BHA LL lRoV BE 'OR A I BE A I ` 11 AND A VERTICAL
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I RETURN ITTO E.IETIN. CONDITIONS OR BETTER
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_ERT. ITT TO LE H IT FERPS F I STATED PC I IT AND FIAT EDE F IN STANDARDS AND F BE CC CAT I NE
11 F= I I HE - I E, NTAT I I NACRTI A ND ILTLAU�EE DELUI I ETA NDA RV R.AENNDT BA PC I `�CATIO NE A ILL STO I I F ANHoLES PAVED EAS HA BIT � TH 'A I HAVE TRAFFIC
I EA = LRE I I �l OR I E�RE% I A I TO LETIN I U NSA VE.DAANED IS I LA ILL I I I A I OV I I I I I I IT I I BE L I F SHALL BE I To ED ED I CAST TRUCTURES —LIN PROTECT FINDS SHALL BE
ADIUSTED TO EET THESE CONDITIONS AND THE PROPOSED FINISHED RADE
LISP CRASH I I ` OR"AT ON ` TAKEN RASH I IURVEI 11 IND IURVEIORI I THE
COOK CTo I I I I F NOT ACCE 'I E.=ATToOlo0.l.,UY AS ED_ ON THE STAN F S 'THoUT
EICEIT ON THEN THE CONTRACTOR FUllLI AT THEIR E.IENFE A TOlO.RAlHC SURVEI PC A RE. STERE PURVEYOR To THE=L
I IND ED OR REV EIS
11 CONSTR UCTION SHALL CO.11 —H ALL APPLICABLE OVERNIN. CODES AND BE CONSTRUCTED TO
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11 1 oo' DRA US ` HALL ` I I ONCE CTED To 'I OR I IE' ED PC ` RE 'A ` RICATED IIEI OR AT=` STRUCTURES I oo I I RA NE AND IS U CK — LL I RA I F HALL I TO AT A I I U. � PLO, I
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ALLROOIAND IANITARIIEIERDRAINI IHALLIEINIUITEDII I 01COVERCANNOTIE PROVIDED
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11 THE To CAT I I o' E"T PC TY LTIEl ITOR" DRA PACE STRUCTURES AND OTHER A EPA I AND F I LOSS RADE IR CA E.ENTF A RE A PER I. KATE AS ED_ IT F THE CONTRACTOR F RE BE ON BE I LTC
TO DETER. HE THE ECACT LOCATION FIDE AND INVERT ELEVATIONS 01 EACH PRIOR TO THE START 01 CONSTRUCT ON
11 AZN DU. 01 1 SEPARATION IS RE.HRED FE-EEN UTILITIES AND TREES UNLESS A ROOT PARRIER IS U E
11 OFF PHONE AND ELECTR I IERV I BE IHOIN 'o I =ATEVNAL 'CURN'To'E' oRNT' DOOR' ITT
Co. 'AN BE AC ALTER THE I I F IN "OUT DUR I I I EIS 0 RACTO 0 1 DO IS
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11 COORDINATE ITTITY INSTALLATION —H IRRI.ATION DEFINN AND INSTALLATION
11 ALL I KEYS ONE ARE TO LOSS L HE 01 CURB UNLESS OTHERSPIRE NOTED PER I ETER IALL I I BY ` I I US
ARE To HERE _T ACE REFERENCE ARCHTECTURAL "NE OR ECACT MLL DTH AND
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11 REFERENCE ARCHITECTURAL PLANS (BY OTHERS) FOR ECACT BUILKINI DIIENIIONI AND IATENALF "EC'CAToN,
11 REIERENCEI BE PLANE (BY OTHERS) FOR IECHANICAL EIHBI ENT DIIENSIONE AND SPECIFICATIONS
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D=OT OR HEALD EREFERENTCo IFFUNE (BY OTHERS) FOR ECHANICAL E.Hl.ENT
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ITIL NOTIFY IT ROPErecIEONTO NSIE AACCECCEss" TowIPITLL BE lrvcErereuP CPROEo ore'TER ED A/ervv/IM E DURING a m
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cED HE cnoryATE R
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O
1 is. DEFER cosureeEvrore PLLExlsnrvo lrveErec AND RIM ELvAClorvs.
cEssnowry ereE ExnE e oreoco// EeIssPEaEllrvo crvomreoHoirvo ervvreEoulre[o
/ucIMAlrvsncnwACEre Mary reuNLLEE uonoucm cLV Avwwe�coc os uu o sPorvs � Fore erereervc
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mo e
-
m ICI ISTry IuclEs. _
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al MM s.A.E OE Mry EEouIreEMErv.s. e/Eo evnuN THE E THE cErvsEowELLcorv.reAc.orelry AccoreonrvcE wi.n
_ ryi
Else c/sEo of ATAPERMITTED LANDFILL PER THE PROIEC. oocuMErv.s. corv.wrvEressneueE
--_ ---___ reEo ory slcE. rvo
IIII` / / AccleE orewrvclLEsneu BE
reEMovEo wicnouc APPreove/EreoM mE ErvolrvEEre.
L
- � I
I i I -
I LEGEND
-_
o
/ I - / _
/ IIv v 11 �sEE.SEEIrvuErvroRPaM PROPEre.vurvE _
CE
/ O / REM
COrvCreE.E s,REACE
III r _ REMOVE BUILDING -
IEI IreI reAI�I r IaI tea-+7 I� /I
1
I I A l _
IIi IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII�IIIIIIIIIIIIIrrTIIIII�I_IIIIIIIIIII IIIIII 1
I -
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o 9
4 V r I I I I I I I I I I I I�,l I�f �tJ I I �I / �, 0 c�erelrvoa oreueelrvo 3 12
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I I I I I I vi I I I I I I I I I I I I I I I I I+ I I I I I I T.I I I I I I I I I I I I I-�-+-r�-L1 ( I I I I I I I I I I I I I.6-*I FULL O�.resewcu.
v Irl+li �I �I
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iii reEMOVECOrvCreE.ECurereacuTTER
IS, o " "
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ON
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4 E K III i — --� I 11---"°-x----
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OVER US OBY ® INDICATOR fA f7 U
Ervsrlrvc Au.OMA.ICSPreI-Ere a V Z
TH _ICIMP
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GRAPHIC SCALE IN FEET _ _ F
Ere D 3D 60 120 0
2 _ i N 0
+ _ 88 I E- -
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a0E�lNG �receMETER
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PROIM TOAN~—CIN.R°C:o Man 11FIEA INI.I. r°°"""�°"N°TI� °vTHE °Tv
EROSION CONTROL MAINTENANCE:
COMPLETED — O"
THE END OF AAAD BY RANEALL _AE"T M° =LEAHEA ONCAD EE".REA " A<T°"AmCE
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SWPPP UPDATES AND AMENDMENTS
HTE
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=+ TRSEQUENCTE OF CONSTRUCTION:
SEEDING INSTALLATION AND ESTABLISHMENT SCHEDULE
4DAYS RING"'TINMRATES APRIL,-LULYSD
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0 W
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SEE FOR DETAILS AND SPECIFICATIONS FOR ABOVE REFERENCED
SEED DESIGN
M N
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PFANTNG OUTSIDE THE PFANTNG DOVOSI SHALL NOU_UyT OGGUR UNLESS
IRRIGATIONAND ESTABLISHMENT OF VVEED CONTROL PREVENTION AYTIATIES
0 o
F11NUVI11IrGHAPPH ALGrPwNUNO CUTSPEOFOa
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PH.I BAP QUANTITIES TABLE
coO J
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°ArsFoi�o",°ryNG TH N oo iE"ALL ^ z
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2 TOUR NOTICE TO CITY
— BUILDING 3 'C A
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1 -_ -ICE
ORTOANvwO"".CON.FARORM°nP"OMOEAMNM°MCPRO°RPROR
520 000 . F.
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SEQUENCE OFoCONSTRUCTION: Q Z d
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TRUCTION
ATCOECOTTAOEORO,O"=NODERMT MORE OR O°REO°CNPOEM OOR
<,O
PH. II BMP QUANTITIES TABLE M
-- ---�---=--------==--------- -- �o ��,
N�EF VROFECF ON ,e EA.
°Bo`T°T°M ;a�oo \ °_ iNF ETaAT ON ansNs°° P.° eOROLL zTE,000 F 0 m O J g W $ _ _°°° m a — y , 0 >
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CallanerorevoN ale. U) eH C301sE
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TxEsraKE PO11=111 ,I RoA�
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FlLTER BERMSEF.B
COTTAGE GROVE, MINNESOTA
ERO-11
':!i;�7
NOT:: USE M. ROAD DRAIN 23 OR
D� (DEP NDIN CG-
DN STING PE,
HIGH FLOW INLET PROTECTION CURB AND
G R MODELS, OR CRY APPROVED EQUAL.
DEFLECTOR PLATE
OVERFLOW IS HALF OF
I
DIERRF<DHW W A
OF FlLTER ASSEMBLY
LY
IO" AT LOW Po[NT
rtow FABwc
INLEfAv0.OTECNND oCATS
G � e BasIN IN. a
COTTAGE GROVE, M11414 TA ERO-9
ANIB xaTTH NIBB I- DETAIL
A OW)
STAPLEDENSTYSHALLBEA J MQ�M MDWPLJOINTOF 6"
MINIMUM OF 3 U-SHAPED 1,
31 GAWE MEFAL STAPLES PER
SQUARE YARD C— MAT VPAY AS
IRECTED BY THE CITY).
AN.ON TR
TRENCHENcn 1 T03
3. STAPLE AT I.S INTERVALS 1
4. LRAL BOIL AND COMPACT
5.BIANKETLENGTHSHALLNOT IXC'•EED100' 6„T
STANDARD DEFAILS
COttege ROLLED EROSION PREVENTION
G[OVQ PRODUCTS INS[ALIATON
°^�^•"i4����� COTTAGE GROVE, MINNESOTA ER0�5
L PLAN NEW _
DDIPE, MM. S DN.
3 fL CRAMAGE WA 3
L=M' 6'MIN.
II. SECTION A -A
D
sUlq �ft�
TIXNLE FABRIC
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Cottage TETMPODRARD �D Hens
Grave TRAP)BAsln
A"°"'n°M` COTTAGE GROVE, MINNESOTA
` ERO 14
STEEL FENCE POST (T-POST), WIRE MESH REINFORCEMENT,
NIMUM 5• LONG, FENCE, MIN 36• HIGH,
6 MA)(IMUM swING.
MIN 14.5 GAUGE WIRE.AND
POST NOTCHES GEOTE%NIE FABRIC -OVERLAP
TO FACE AWAY WIRE MESH AT T INIE2VAt5 N T
FROM FABRIC. ev1Ti RINGB OR w1RETIES.
—STSH1 FBI WITH MINIMUM
ATTACH FARM N TO 3
POETWITH MINIMUM FABTENED WIRE
3 FASTENEPB PER FASTENERS PER POST.
POET C. TOP B" OF
RC' Lqy FABRICAVIRE MESH IN
FABE TRENCH, BACKFID WITH
ATu _14 AND COMPACT
wrtHu ¢I:,E mE
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SURFACE FLOW
6"
IP MINIMUM
POSt EMBEDMENT
IXTT WIREMan
INTO TRENCH
6"
NOTE: MKIDIE SLICED III ONY SILT FENCE
BHDULD BE USED WHEN DIRECTED BYTHE CDY.
ER -DI DSUBT FEK
VfA Grottve e
COTTAGE GROVE, MINNESOTA ERO-3
PM�
R
�DCHGI� NEQ
tlQN
MINIMUM OR OFF BERM TO
1. FIL
1 OR WOODOIIPs TO STOP MUDEMIGRATIONOCK
ROIJ TRANRMU
2 ENCEURT BE MAINTAINED REGUTARLY TO
PREVENT SEDIMENTATION TRACKING.
STANDARD D FBAILS
Cottage cDIrsTR—ENTRANC=
G[oVe ROCKANDWOODCHIP
COTTAGE GROVE, MINNESOTA
AREA—S
S MR I
24" 15' 15• Y
6" 19' IS'
48" 20'
A' 2z 13
PLAN
(IS MIN.) Cy155 UEP1H
2'TD.' ISTOW 3 T
J'TO 33" 20 TO 25 0C3 3'
2' B4"AN NP RPfID UP IT
4'
-- (ONE CIIBIC YAR06 APPRO%. 2,ADD IBS.)
FIT
3
GEOTIXIILE
D FABRIC FBOND LINERE N
D uPRAP SECTION ARED (IF ry rorvD)
END SECTION �I pgpR
GE TYP
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E
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SECTION R-B
BOND UNER
(IF PIAOEDIN POND)
STANDARD D DAILY
Cottage
Grove aPUPAT NAKED Ex E aN
COTTAGE GROVE, MINNESOTA
ST}12
A
FPERSPECTIVE
/I FABRIC REOUIREO uNOER RIP RAP.
111111THINIRFIR
SECTION A -A
CURB CUT WITH RIP -RAP SWALE
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DESCRIPTION OF PROJECT AND CONSTRUCTION ACTIVITY
PROJECT INFORMAL ON
HFULF IF T11 NIATI11TAG1 IF 11ITI IN 19 TIIN1111 1� RANGE 21 I IIEWIT111111T 11 .. T" E111 �2,0,L�AEF=MOAD, NOR TH �T PAUL ON 55, 11 1111
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PROJECT DESCRIATI ON
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WATEIFOWLIONIENFRATIONAIER 3EE1.NFGlIN.AlEAFO1WUULFEIO1lIDO1E
CONSTRUCTION ACT A TY
TIMING OF CONTOL MEASURES
TIE FOLLOWN. 10 RLIOL.. F 11E— 1 7 E EDW I T' ON BE
I FTOR. F EWE, NLETOROTET O=TIELTIETOTE'. lONT�IIAI'TTEVTND�.�1E.A�N�Nl�IEI��LIEI.AN
'TA"'TON"TA'EN"'E 2 F IT FENIE P.1 BE IONFTRIITED 11101 TO ANY FOURET11FAMIE AND F.LLIPIAN IN IIIE INTHIER.ANENT
FICAUFFTION.BTAGENODFIE
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P ILEADIN. .1 'AD ET=BACE.ENT IE.OVALWILL NOT 01111 IAN AREA IL IT F NEIEFEARY FR IONFTRIITIOI
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x —k- ---- --- ---- ---- — -- --1— ' "ECLRA.HNL oauLoN PERM.REouREMENT= cT1OFCOT—E� 1
-----
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IE IE IF
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— CONNECTIDR
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s� OLFCONNFCTONT ON==NA�aFoTFo owATFRTIGHT NcwoNo
oo"
PFIHILBE RTFnFONACCORDANCE THE CURRENT
PLUMBING CODE
I E I
I I
BUILDING 3 I -
"I 520,000 S.F.
52O'x988'
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GRAPHIC SCALE IN FEE; w
D aD so 2D Know. what'sbelow.
Call before you dig. � EET NUM
m _ — sH C502 Ea
a(ZDIAMErEBIT 11 ..SL SLID
MORTAR 2"TOWARD INVERT.
PLAN
f AS
PECIFIED. PEAl
R DETAIL PLATE STR-33.
-2]"
VARIES
36"-40" MA.H."STOP, ib MAN ON CCNTCA.
VPRRIE VAROR AR DETERMINED BY PIPE 512E
2A"
ERT
- NPE SHALL BE CUT TO BE 2"-A" INSIDE
N11LE III
/A ES r NV MADOGHOUSES SHALL BE MORTARED
INSIDE AN) OUTSIDE OFE.
Sl 3 OR RRELSECNON
SSECTIONRICEE2 IEADIBUTTI=ANoeEA
�COttege STANDARD DETAIL U
GrovO STORM SEWER U
�Ae maealriw^w�N JUNCTION MANHOLE
COTTAGE GROVE, MINNESOTA STO-2
X36' SLAB C45TING SPECIOF ED PENIRG FOR
M BACK OF CURB TO
PEN FROM BACK OF CURB
SDIA MH3IN FpJM eACA OF CURB
EM ND BACK OF CURB
J' DIA MH -9" BEHIND BA[N OF CURB
e DIA. MH -1V BEHIND BACK OF CURB
TING AND PLAN
AD—MENT R165 AS
TGI Ql BARIE O SECTION BELOW TO'
SLAB TO HAVE FLATTOP EWE SEALED
WITH 2 BEADS OF RAMNEK OR EQUAL.
VARIES
MANHOLE STEPS LE' MAX ON IENTEA.
CE MORTAR BOTTOM
eOs DOGHOUSEESHALI EMORTAREDBOTH
INSIDE AND OLUAIDE OF MANHOLE.
3" -I- PLACE 2 BEIDS OF RAMNEK OR
EQUAL BETWEEH BOTTOM SUB
SECTION AND BARREL SECTION.
STAN CARD DETAILS ..,..._,,.,,
G[Ct� B CATCH BASIN MANHOLE
°M1wLNe,� COTTAGE GROVE, MINNESOTA 5T0-5
V2='-RArRPmEANDn ve
MORTARV TOWARD INVERT.
PLAN
A-R`
PEOFIED. PENSTAILPUTESTR23.
SEALED
WITH 2 BEADS OF RAMNEKK OR EQUAL.
ZAN RM NED BYSTEPSAK ON CENTER.
EPE SHALL BE CUT TO BE T4"INSIDE
ANHOUIWALL
VADOGXOUSES SHA 11-11TAREDBOTH
INSIDE AND OUTSIDE OF MANHOLE.
3UCE 2 BEADS OF RAMNEK OR
SECTION EQUAL BETWEEN BOTTOM SUB
ANDBIRRELlICTION.
STANDARD DETAILS
`j(�Gmre STORM SEWER IUNCTIONMANHOLE
6^asme�..Iv^^'�NaR WITH REINFORCED TOP SLAB
COTTAGE GROVE, MINNESOTA
LNG FOR
CASTING 11DOU ED
DIMENSION FROM DICK OF CUB TO
ENT SMR -%PEN FROM BACK OF CURB
FROBACK OF CURB
6' DIA. MH' H-3"BEIN MHIND BILK .'.HE
e DIA. MH 1V BEHIND BACK OF CURB
PLAN
VARES
AS
SPECIFIED. PER DETAILPUTf STR-23.
12 L SECTION BELOW TOP
k B TO HAVE D
P ENE SEALED
WITH 2 BEADS OF RAMNEKOR SOVAL
VARIES—'� MANHOLE STEPS I6-MAX ON CENTER.
VARIESUSES SHALL BE /
ANE INS IDE ANODUTSIDEOAORTARED H
MANHDUE.
as
+MI 18 �R ORTAH BOTTOM
3'-0'1 STHUCTUE
L i 6 DP VRFRURURE 9
3 SECTION �•I=Nlll OF RAMNEK OR EQUAL
BOTTOM
CO[tRRB STANDARD DETAILS
eARR[LV[rnL
Grove CATCH BASIN MANHOLE WITH SUMP C
w' n.oMrl+.a COTTAGE GROVE, MINNESOTA
STO�
- MORTAR BOTTOM OF MANHOLE TO
'IF "AIITER AT PAVE AND SLOPE
-- _ , _ MORTAR2 TOWARD INVERT.
PLAN
CASTING AND ADJUSTMENT RINGS AS
SPECIFIED. PER DETAIL PLATE STR-
TOP OF BARREL SECTION BELOW TOP
SLAB OHXVEFLATTOPEDGESEAUED
WITH 28EADS OF RAMNEKOR EQUAL.
LZ'VARIIEAS V ES
— MANHOLE STEPS 16' MAX ON CENTER.
IN51DE
RPE CUT TO BE 2'L"
I.•, NHOLfWALLBE L.
VARIES RC —HOUSES SHALL BE ..—RED sIDF ooi COF VANHOLE
".MINBOTH
ANo -ell 1
3'
3'+� PLACE 20EADSN BOTTOEKLA
EQUALBARREL EN BOTTOM STAB
SECTIONANDBARREL SECTION.
COtteg¢ STANDARD DETAILS
1 GroVB STORM SEWER JUNCTION MANHOLE
WITH REINFORCED TOP SLAB AND SUMP
COTTAGE GROVE, MINNESOTA STO-6
NOTE:VANEGMTESHOWN 'f 3'-'
_ 6..
FACE OF CURB y-0"
DIRECTIONOFFLOW-
-6
PLAN
CAST R R NGS AS SPEC FEED
PER DETAIL PLATE STR 23
NSIOEANDo0rs1oE?REI 3' MORTAR INVERT
PLACE 2 BEADS OF RAMNEK OR J SECTION �6•
EQUAL BETWEEN BOTTOM SUB
AND BARREL SECTION.
STANDARD DETAILS
COtt¢ge CATCH BASIN U
Grove
°j+.rn'rw"N COTTAGE GROVE, MINNESOTA
NOTE:
ZNTOM
ACOLODKM 10
aaocK
LENGTH OF MFE AS SPECLNED
AND 4'PLUG
- - ERWCF -.
ArvO D EQUAL'
RR O vLUG 17(I\/
� G PIPE
SEWER NNE CONCRETE C=PIENT
COMPARED
FMA
RACKNLL
�CDtt¢ge sORw sEw.RSEReLir>:
Grove CONNECT ox To MINNREn
COTTAGEGItOVE,E.A
STP22
TOWARDINVERT. Dl=IGA`T1`BP`E ANDSLOPE MOHTAR
— --- FLOW --
MANHOLE V 50 THAT
OFFSET
ERTICAL PORTION
OF CONE IS FACING DOWNSTREAM.
PLAN
RINGSCASTING AND ADJLJSllT SPECIFIED. PER DETL PUTESTH 235 A
VARIESSIS
MANHOLE VTFP516 mlxON c[NTEN.
A ES DETERMNED BY PIPE SIZE
12 2A" VARIES PIPE SHALL BE TTO BE V-4- INSIDE
VARIES INVERT MANHOLE WALL.
DOGHOUSES SHALLRE MORTARED BOTI
INSIDE AND OUTSIDE OF MANHOLE.
PUCE2BEADSOFRAMNEKORECLJAl
SECTION BETWEENBOTTOMSUBANOMRRELSECTION
STANDARD DETAIL
�G[OVeRe STORM SEWER MANHOLE
COTTAGEGROVE, MHNINESCITA STO-1
V/
J
`a
r
W
V
z
V
M En
EA t9 U
F 0 LOAN
0' 0 5 O J
�
Jow,U
0 Va ¢
a z
0 k
D
In
U) SH C503 Ea
PRCMDE 4- 1/2' SE ANCHOR BOLTS FLAT STEEL BATS@9"O.C.
NO PERPENDICOLS1 SU RT EARS
�OUIEH RING �FFED GALVANRED GMTE IN 2N
8
HOT
SECTORS WITH HEAVY DITTY HINGES
ABLETU SUPPORT BE LBS/SF AND BE
RE�SE BNFSECTION FOR T
LOW OM TWO ANOro0.Y REMOVING NUTS
SIDE HIGH SIDE TR EOLTE. Will
DFAWINCS TO ENGINEER FOR
OR To
UE TEPS SHALL BE FUCEO SO THAT
I Cl PERPONEXCLAR TO THE
g, rvEEPLAn R198v OR ECw4
LATER. aUMINOM STEPS APPROVED
GRATE DETAL C—ETER TOP OF STRUCTURE SLOPF D
OR 11"
>48' DIA. 12 OR 29
SEE STORM SEWER SOIEDUIE FOR SPECIFlC
STRUCTURE.
�� ---- NO BLOCK STRUCTUNES ARE ALLOWED.
PNEA� ' "SEIN A WSKETS. TO
S PTPE SHALL BE CO, TO BE x"-9"w510E
MANHOLE WALL.
MINIMUM DOGHOUSES MUST BE MORTARED
" BOTH wSIDE ArvD OUTSIDE.
PLACE �{ SOUa?BERNEENREADS FRAMNEX BOTTOM O0.
SECOW GROUTED INVERT BIAS AND BARREL SK
DM
CARD
RD�o�EARFLav�. AILS
STAx CfURE
'',ilMfri�W� COTTAGE GROVE, MINNESOTA y7p1R
r STEELANCN0R 3
9
1/8•THICK� OLTS2 EACH SIDE
GALVANIZED
STEEL PLATE
4I
r
i (B9A7>2"ROUND
@41/2°O.c.
4'%3"13/e'L
STEEEL ANCHORESS
L " )1/2
ROLES
3'
4'�
�.
RIP RCLASSAP
SKIMMER DETAIL
PLAN
12'RIUNI 1/2"$TAINLESS
STE
BARS@ E4O.C. \ STEBOR'LEs
),2''
U
3..
S GRATE DETAIL
SEESOMMEPDETNL�
OP—PECIENINCIDE IED
�3EE1RATEDETAn TOP OF
DEER
]8"MIN
rSCHILOOREN —FES W/TNASH
G ANO
STORM WATER
POND
4i�4 CP (CL. 6)
L
N 2'S 2'%3'PRECAST BOX
.- f LLI WITH 1 MORTAR
BE CLEARANCE
RIP RAP 12" DE PIH WRH-
RECAST BASE
3.' �_T
OT3
E%TILE SEPARATOR FABRIC
SECTION
C G[avegC
STANDARD DETAILS
POND OUTLET SKIMMER STRUCTURE
STa1]
'`-0«.mrweei0�"Nm
COTTAGE
GROVE, MINNESOTA
F
i
/j—urvomuReED son
SECTION A -A
ALL SIDES TNTO
UNDwTURBEO WIL
CONC. SE-CE COLLAR
v
may,v
Cottage STANDARD DETAILS
Grove sEErAc�Wuan
COTTAGE GROVE, MINNESOTA STa21
PROVIDE4 BARSN@LE—OR4"O.C.
ANCHOR BOLTS RU
OUTER RING E vTry CTURFS
NS
LBS/S AND BE ABLE TOA EMOVEO �TN RT
NG
S �OD
LOW HGH AONGEERFOMW
SIDE RIOOFABRCT
ANHOLE STEPSSHALL DE PLACED SOTHAT
-f' LOCATIONISPERPENDICULARTOTHERA15.
MA% ON CENTER. ALLNRN STEP°5APPR.L�Eo
GRATE DETAIL
A S�ETEa a3w i5fG *D(TOP DF DPEI
ELEY`NXSG_J—D / FOR SLl
PEOFIC STRUCCURI,
VAR _ HOLE FOR %%' DIA. RCP
SKIMMLER$EV. C I ` \ PROFILE AROUND U
CTORE
OFFNINGVARIES, 1
SEE CHART DOGHOUSESMUESTBE
85TUCTUINSIDE
RE AND
RI IOU LOEOF
`t F6"BT
OF PIAO=DIN L (MNDOT SPEC3199,H MOD.1
POND) SECTION
�Co[tage STANDARD DETAILS
G[OVB STANDARD SKIMMER STRUCRIflE
COTTAGEGROVE, MINNESOTA
STO-16
9-10'
S' 9' 0' E. OT'' ROUND BARS
112"STAINLESS
O
STFEL C f
CUTLET STNu E NOTES,
CP W W
Rl�ll OPT'
OR Ep1AL, LVON CENTER. CATION.
auMINUM STEPS APPROVm GALVAn1xED AFTER FABRI
GRATE SEE 3. ALL ANOIOR BOLTS SHALL BE 1/T. S.S.
EXP. ANCHORS W/9" MIN. EMBECMENT.
\ 4. MAXIMUM SCEE CROFT
TAR S. FaasTRuewRES[w
�HwL= MAs 2GHT EBGSED
IS- PCP WATERTIGHT SFAL AND
PIPE TO BE I6".
l SET oNS,
TDPRDHE -
SECTIONS $HALL
IXITLET MFE S, GRATEED
_ 6E
WCw APFROV
OP DRAWL
SLOE WEW SLUI. GATE OPERATING NOT a ROD
SECURE TO L W/MOUNTING BRACKET
--�. _4"%3'%3/8" L LUICE —5QOPENIN�FlSIEATTm'_FFCE
(3)]/2'STaNLgE 22UARE OPENG NIIT
STEELANO1012BWT5 •4111- ORIFlCE
W
AS SPECIFlED
RARSo�c.
STEEL2ax " LTS
GPATE DETAIL \4"%3/8" RAT PLATE
Cottage
�E
Grove
5 CAE PRTLiL WRH
ORIFlCc
COTTAGE GROVE, MINNESOTA
sro-zD
2 J 1 9"X3"X3/e" L
1/z• sraNuss
_ SFEEL ANCFgR
MJ3J oPENING T EH
SOLID
BOLTS
LLDEWWIw
.1NRN JE0.20NEENAH CASING CJTLET SIInCIURE NOTES:
AC036 OPENING 4VI1H SC]DOURETSTROBST SHALLBE
ED PREVST WRETE.
ALNC
roPsrau RATE SEE 2, GRKEw SHALL BE HOT DPPED
RCPCTLET cro ;f DETAIL GALVAMZED AFTER FAEWCNOON.
PIPE 3. ALL ANCHOR BOLTS SHALL BE
_ 112" E.E. RS W/ 4"
ENT
BE
0.TSNEUCNRE SINVERE PIPE�TH 13 IMUM EWIET FIFE TO
L3sEEVLANO aRBBOOL
TS
—p 1/2" ROUND
@ 4 Ol. D.C.
_ f 133)111. STALIN ESS
ATI'D3/8"FIAT PLATE
DET STANDARD DETAILS
Gro ounET STUMBE
COTTAGE GROVE, MINNESOTA
STO 19
L CC 6'I-PENTO PIPE
6 O bG O �'c� O(T r CKFELLASCREGATE
O pQ
SUBORAD
TRENCH DETAIL
u4^m HolE==
TYPICAL
T
M PIPE DETAIL
Cottage STANDARD FED ETRULS
Grove PVC PERWRAT
w"^ rdRww�mHn COTTAGE GROVE, MINNESOTA
STtr19
M (n
U Z rc F
� Fp ofA
O J
LU O m d J J
J
t7K 'U
V¢
LL a
a z
0 k
D
In
U) C504 ER
E
Ell �
E-1 IIIEI EUN.
ONE 5 111 IETOU 11. El-11 11
IIE11 IEIUII
6 0 1 1
IIE -I
E
iNr
E 1 01111111EIE 11611
E_l.EE
o CTURE TR S OL U#5
0 TYPICAL INFILTRATION CROSS SECTION FOR BASIN 11 OUTLET CONTR
NOT TO EIALE
ET
Lu
U) 0
z
FD 0
0
0
Lu ,
ig (L
0
LL Z
Lu
D
U)
U) csos ER
lE
�re .sus
I oos
,AEI a a a a a a a a a a P
.
fl.� ii �rereE 11 Llrere�P iii
BUILDING 3
± 520,000 S.F.
520'x988'
FFE=812.0'
IFarm, ME
LNw- 4
�lllllll 11
l lllllll .-Illllll ll\ -
1�
4-L1.1LU l L11111 l y U111L1 L 1111LL ]11I I ILLIII L111tut L11111-L11JJ I I MAIJ A I I LILI III I I MUJJ1 -LI_ W11LL W II
l l IT �N� TIT TI Tl 77717 Ll �u TT17 TCIZ TlTa77 _
1�
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lrr jllllllllllll `liiiiliiilll: �llllllllll.� � �llllllllllll!r
LEGEND
O 1
s0 0 E
—I—
L soreM SEwere
UTILITY PLAN NOTES
M (n
UZ
f
�p 11
j O J
w
O
O a 0 a J J
U¢ a
LL
a z
LU
GRAPHIC SCALE IN FEET w
o ao so so Know. whatsbBlOW. :::'
0
SHEET NUMBER
Call before you dig. D
—
C600
HYORPM RAG aS SPECIFIED. BOTTOM FLWGE OF
`xroRP / _ BE n�n uMpNDa
I$TPNQ
� nEGReE ED ER
SPEC 3iNN.2.H.
h
MEWWGS ttR COVER WRH
( %� 4M1L THIC%NESE
POLYETHYLENE.R
OF J Z I. CON.ROC%HRUST
PROVIDE CONDUCTNTY STRP➢
nM'0, 3/4" pWM. GLLVPNIIED MR) MINIMUM 1/16'%3/9'
RODS B MEG4LUCS WIDE FWT COPPER STRIP.
STDARD AILS U
cottage u
�F�
COTTAGE GROVE, MIMES.
WAT-1
1. SHAPE OF eAC%OF BUTDt65 MAv BUTTRESS DIMENSIONS
VARY PS LONG AS POURED AWINST IN, 221/1 BEND
2. DImEn'SION CBC2,CW35TROULD BE SQE D1 B2 D2 Bi BED3-0
IARGE ENOUGH TO_11IN11EB B. B1 _ _ _ 2.-0. 2.-D
UGH
30DIMEHSIONWx THAN l2' I•-UF I'-DF 3.4•• 2'-0" 4'-9" 2.4i•'
f3'A35HONLD BE 2•-0" 3• •'
M�ERFEW.POS90DWIIFOUi I6 3'-0 -10 3-0" 6-2 -6
BOLTS. LY' T-6•' YA" 5'L' 3.4- B4• 4'-tl'
29" 4'4" Y0" 6-1P' 3'-30" 9 - 5•-0•'
5. PLACE POLYETHILENE BETWEEN 30" B•-3• 6•-0• 37-0" 6•-0"
CONCRETE a PIPE. - -
e-SEE NDTE B-$EE NDTE
M--(TYPJ
PLAN 90° BENDS PIAN 45° BENDS
VANIABIE
IN.� B -SEE NOTE4
_ C
Q.IaDRANTDF MFE f3 E
BEDDING MATERLLL
UNDISNRBED FARTH
CONCRETE J
SECTION A -A PLAN 221/2° BENDS
CottageG[��
WAT-6
HYGRPNT HAD PS SPECIFIED. BOTFCM RANGE OF
NYORANT TO BE
ABM ROUNDA
HDID$TPNCE
— — oFz
—LL TO
BE TAMIED
`_
I FILTER
�i / MNOOT SPECP3INIMU.
3 ^ 6"11. eEND / CM111 p [SSIMUM
MEGALUCS POLVETHVIENE.
R)
CONCRETE THRUST
Y/ -_ BLOCK
�. \�nE, � B CONCRETE p,
HIM.UEC M, DE IY SNCP- )
. /l6'X3/9 WIDE FIAT COPPER STRIP
WO 3/4•
DIPM. GAU AND BODS a MEW—E.
C. HYDRANT DETAi N
Groe vERnrnLBEND
COTTAGE GROVE, MINNESOTA WAT.2
�IN6 _
- UCDON TVARiPBLE DIP
BEN D 'WATERMNN
x O rBAIXFILLM T
3/E_l 4 - TIE
TI RODS RODS
uGs (Tm.7
45°BEND� LND
nEN LS 95 P(TYR)
MUN. ECONOUCTNTYSTRAP(TYPJ
MIN.I/l6"X3/4"WIDE FIAT COPPER STRIP
=wATA
WAT-]
DROP UD TO VIC ¢DW
aRovi w o11 Faolixi TO
TOP
OVER TOP OF TER nwx.�
E%1EN111 WTE VALVE ADAPfSR-1/4�,
OA NG]/]
' STUFF
1rIIN
0—M
M(TYP) 1THGOK 55 I D _
_ RAP(TYP)M.MDN
VIE XDO_V OAT
T- .may-B CCNC RICIX
DUAILS
Cottage WnEn0 —
Grove
COTTAGE GROVE,MINNESOTA
WAT-3
4 14 WOWM PROP
PE GBAGE
1S
7.5 UM COVER ONSTOP IN
REQUINEDOVER TOP OF THECENIER OF RUG
N-R mArN.
1'CORPO—ON, JOI IN THE -TER
MI AND W H CmwEn Pl.airoz4° EsrRAcweD ro 3HE TEE.
GRADE. R
MUN
ROW OVCFMTY ECOARBE�LlSEIEAGGREWTE
G 3149.2.H.
-1/16"%33/ WDENRATM COVER WITH MINIMUM 4 M.
PPE STRIP. THIIXNESS POLYEIHVIENE.
�..._ THE RODS
8' GUPC. &OIX J IPIGL
�F, 3/4° CO0.POINTION STOP
UGE. QIRB STOP
STANDARD DETAILS
Grove D]P SERVICE OR DEAD END LINE
COTTAGE GROVE, MINNESOTA
WAT-B
MMI UM 4'SAND Fll1 N]MUM
� INELULATIONID INIULATION
RPnN
MINIMUM
40
OVE TH OF INSUTATI
4 2
3.
5' 3
6'
Cot[Bge `'T �DARD DETAIS
Grove m wn N D—
IN COTTAGE GROVE, MINNESOTA
WAT-4
PRECAST INVERT MUST BE 1/2 DIAMETER
OP LO THE PIPE AND BENCHES SPED
2 TOWARD THE INVER .
I RUN
NUIN1111 STEPS BE PLACED
I. THAT OFFSET
1 OF CONE 15 FACING DOWNSTREAM.
PLAN
CASTING AND IUSTMENT RINGS AS
Af IE5 i'-27'
36100 MANHOLE STEPS 11' MAX ON CENTER.
ZARIZ L VARIES RMINEDBYPIPESIZE
EESHALL BEL BE 2"A" INSIDE NEANPIDUE LAND
HAVE A
WATER
VARIES TIGHTSEA. —SPECIFICATION.
J_
ON INSIDE ANDALL DOG EOUTSDE. MORTARED
SECTION
STANDARD DETARS
� Tfv . SANITARY SEWER MANHOLE
COTTAGE GROVE, MINNESOTA
SAN-1
MACHINECONEDHCRE
GSTIRONSPDDIE
STAINEE55 STEEL
BANDS AROUND
EN-3 �
THE .
SADOLY OBE
NO GERWCE
CONFECTIONS TO BE AT 2
0Dc—OP 100R10IX
HPACH IXE HE GO
P/C CORPORATION STOP GREATER THAN
REQUIRES SACLYE.
COMPLETELY ENE WATEREERVR
CONCRETE. TYPE •'R" croT
PVC SEWER SERVICE
]TART SOME WATER MAIN
WPPONT FOR CORPORATION
AND
OF A MEINEIMUMCDS cv.LOF —�
AGGREGATE EEUAL TO NN/DOT
B19B.2 H• (.-) THROWHLT
COMPACTS.
WATER AND PVC SANITARY SEWER
PRVATEEAc M DETAILS L
Cottage To
Grove PueucEmEnlFs
^m�•'A"" P� COTTAGE GROVE, MINNESOTA SE 'x
BE 1n DAMETER
OF THE PIPE AN.
Z TOWARD THE INVERTES SLOPED
MANHDIE STEPS SHALL BE PLACED
AT o"S—ERTOIN
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- - - - - - - - - - - - - - - - - - - - - - - ------------------------------
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L100
TURFsoo PLANT SCHEDULE LANDSCAPE NOTES
3n 6 x 5 STEEL EDGER
TURFSOD TOP 01 EDGED To E c WFERou AON LL UNBERGROPAT T0NTACT COMMON GSAOUNBALLIANCEAT en oR CAuan coM TovERIw LOCAno soF
NB UTIun ES PRIOR TO INSTALLATION of ANY PLANTS OR LANDSCAPE MATERIAL
12 STEEL EDGER SP FwsHwlTH soB AUP a, Pwus NIGRA AusTRIAN PINE B&B 4CAL e. ACTUAL LOCAnoN OF PLANT FIELB ANBSITEcoIVBlnolvs.
�.✓�� c AND coNSTRucnoN HAs BEEN coMPLETED IN THE
MULCH + FOvovve BIT a1 PICEAGLAUCA DENSATA BLACKHILLSSPRUCE B&B 6HT. 4 IMMEDIATE AREA. LANDSCAPE ARCHITECT PRIOR To SUBMISSION OFANvaID
BY THE
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THE INDSCAPE CONTRACTOR.
1
2 STEEL EDGER SPIKE 5 CON TRACTOR SHALL PROVIDE TWO YEAR GUARNN TEE OF ALL PLAIN T MATERIALS THEGUARXATEEBEGNSON
a,6 x5 STEEL EDGER + ERc 2e cumwERusvIRGNIANA EASTERN REB CEBAR B&B 6HT.N SO() TD AREA IT MATED AT SHALL HAVE A ONE YEAR GUARANTEECOMMENCINGUPON PI CT,NGT.
s DE •� MULCH + WITH 30 PINUS STROBUS wHITEPINE B&B 6HT. 6. - NDIORHARDY. SPECIMEN GRADE SHALLADHERE
HE FOLLOWING STANDARDS
REE
RS ETC
SECTION aNTA Q FREE FROM COAVY HEN 0A BRADEAD BRANCH G AND OR DEFORMITIES
ST EEL3EDGER DETAIL PLAN ALL PINTS SHALL HAVE PICK 12 AwsloENSIs-PRAIgIERose rIAIRIE ROSE CRABAPPLE B&B AL THAN 3OUS TREES SHALLHAVEAN ESTABUSHEDM LEADERHEIGHT TO WIDTH. RATIOoFNOLESs
POPULUS TREMULOIDES GUAKINGASPEN cK(ANs�Dz o.T-2m4 OR MOST cuRRENT VERSION)
1 EETAMERICAN sTANBARD FOR NURSERYSTo
1 SCAN I SI DES AND BOTTOM OF IT OFF(� OEN Ts wR SIZE ANDIYPE SPECIFIES.
E NG
a RVB 95 BETULA NIGRA RIVER BIRCH MITI TRUNK B&B 1.5 CAL e. PINTS TO BE INSTALLEDAS PER MNLA&ANSI STANDARD PLANTING PRACTICES. O
NEC ASHA,TEMEY PORARY ONLYPLANTEB UPON ARRIVAL AT SITE . PROPERTY HEEL -IN MATERIAL6IF -
TO 2
8 ETREIAATUED BURLAPS WITH BURLAP BOL 26 TILIAAMERICANA BOULEVARD BOULEVARDLINDEN B&B 25 CAL BBPAORPUO POOL
LY E VERIFY THAT THE ROOT COLLARAPOOT FIRE IS LOCATED AT THE TOP OF THE
5 GTR 6 �RV BE EVEN OR SLIGHTLY AWHENBOVE THE FATHER& FINISHED GRADE. PTREE ISPLANTEB, THE ROOT COLLAR/FTHS SNOTTHECASE SOIL SHALL BE REMOVED DOWN] TO THEROOTFLARE SHALL %\ e
STOP HCK 33 CELTIS OCCIDENTALIS COMMON HACKBERRY B&B 25 CAL 11. POTSD REMOVE THE Top 1/3 OF THE BASKET OR . OPEN P OF BURLAP ON BE MATERIALS, REMOVE POT ON POTTED PLANTS, SPLIT AND BREAK APART PEAT
- O I1 66 GLEDITSIATRIACANTHOSVAR. INERMIs IMPERIAL IMPERIALHONEYLOCUST B&B 25 CAL. ,2. - STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF
T� REMOVE OR CORRECT STEM GIRDUNG ROOTS 6 NPR 23 OUERCUS ELLIPSOIDALIS NORTHERN PIN OAK B&B 5CAL 13 WRAP ALLSM AND PROPOSED TREES
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SWO 13 DUERCUSBICOLOR SWAMP B&B E5CAL STAKING OF TREES ASREQUIIREDREPOSITIONPLUMBAND STAKE IFNOT PLUMB AFTER ONE YEAR
O SMOOTH BACKED FABTENTQPANBBQTTQM REMOVE
E BACK F VOIDS AND WATER SECOND TIME
2X ROOT BALL WIDTHWALE (�/�J� 15.THE n 10 TION OF TREE TO BEAPPROVEB F' `J UL a5 ULMUSAMERICANA PRINCETON AMERI CAN ELM B&B 4 CAL LANDSCAPE
CONTRACTORS
RACTO S TS SHALL RE DETER MINED UPON SITE eoILCONDITIA SHIP 'To PLAN TING.
NEED FORoNTRAcioR S LALLNOTI FY LANDS CAPEARCHITECT FOR THE NEED OF ANY B OILAMENB MENTS.
$ DOUBLE SHREDDED HARDWOOD MULCH 6. I LAND TovsolLTOABHERE TO MNIBOT STANDARD SPEC enP(sEA CT NOPN OEL 6
ACKF OCATION a
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�$qm
TovsolL o3. Ro sGI 36 JUNIPERus cHINENSIS SEA GREEN SEA GREEN JUNIPER #5 coNT 5ocND LARGE WEEDS UNLESS SPECIE ED NMUM DEPTH TOPsoILFOR ALL LAWN GRASS o„3
R NNA 4
+f TAu 60 TAxusxMEBA'TAUNTONIr TAUTON YEW p5coNT. 5oc. iT AREASAND,2 DEPTH TovsoLFORTREE SHRuas,ANBPE _z
F D HARDWOOD MULCH DOUBLE SHREDDED HADD—oD MULCH To
BE USED AROUND ALL PINTS WITHIN TURF AREAS PERENN ALAND ORNAMENTAL GRASS BEDS SHALL HAVE 2 _-E—
=11
PLANTINcsoIL IlFmll =_ _III BECIOBuou AFD 73 CORNUS SERICEA nRnC FIRE ARnC FIRE DOGWOOD #GCONT. 3Oc. ROVEDBYOWNER MI VPTEMITDU�a5<
�TTm DMATCHEXISTINGCDNDITIosR "R°ABR°AaREEAPP
2 TREE PLANTING DETAIL DBH 131 DERVILLA LONICERA DWARF BUSH HONEYSUCKLE #GCONT 3 OC 1e F3s
iSTAFFscALE N... ET �oR EOUAK STEEL EDGING N16 THICKX5 TALL No TOP
(D GGD 60 COENUS HESSEI GARDEN CLOCK GARDEN GLOW DOGWOOD #GCONT 5 OC AD STAKED WITH
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4 FOOT ON s 4 K P
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Pww 44 ECHINACEAX P—W—WILDBERRY
P—W—WILDBERRYCONEFLOwER
«,CONT 24 0� EAVESPIwNAGN DULIIINGFReTYEAROFOPERATION SYSTEM SHALL HAVE ONE YEAR WA-ANIONOM
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21 CHEGENERALCONTRACTOA
ATE' TLTHALLP'oVDENEC`YWNOR PLANT I HE N FULLY
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EXTEND HOLE EXCAVATION WIDTH
22. REQUIRED FOR ANY ROADVRAYBOULEVARD AREAS ADJACENT TO
Q
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23 REPAIR ALL DAMAGE TO PROPERTY FROM PINTING OPERATIONS AT NO COST TO CANCER
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—
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7 O
DDL NG ROOTS
PLUMB AND BACKFILLWITH PINTIrc
_— _— — — — — —A
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— — — — — — —
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— — — — — — —
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26 SEE ELECT
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3. MIX IN34 OF ORGANIC COMPOST
/PERENNIAL PLANTING
— — — —
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COTTAGE GROVE LOGISTICS PARK 2ND ADDITION
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Egan, Eleld & Nowak, Inc.
Stantec Consulting Services Inc.
® Stantec 733 Marquette Avenue Suite 1000, Minneapolis MN 55402-2309
July 14, 2022
File:193802266
Ryan Burfeind, PE
Public Works Director/City Engineer
8635 West Point Douglas Road S.
Cottage Grove, Minnesota 55016
Reference: Northpoint Development Building 3 (Plans and Storm Water Management
Plan Submitted on 6/29/22)
Dear Ryan,
Below are review comments for the Northpoint Development Building 3 plans and
stormwater management plan submitted on June 29, 2022:
General Comments:
1. For the general notes sheet (C100), there are a number of areas that are missing
text and labeled with "XV. Please review and revise
2. For the general notes sheet (C100), within the list of third party test reports required,
add a note for televising pipeline inspection reports.
3. For the demo plan sheet (C200), the south side of the property is labeled as
"Protect Existing Treeline". Please confirm this tree line is able to be protected with
the adjacent proposed work.
4. Please provide possible dumpster locations on the site plan for potential future use.
The installation of dumpsters outside of the building will likely impact parking stall
count.
5. For the site plan (C400), please confirm the need for Note 22. If needed, please
review and revise the numbering.
6. There are a number of details that have been included that do not appear to be
applicable for this project (ERO-14, SAN-1, SAN-2, SAN-3, SER-9, SER-2, SER-7, SER-8,
etc.). Please review and remove those that are not necessary.
7. If the developer proposing to have an entrance sign and/or monument on the
property, please provide a proposed location. Any entrance signage and/or
monument must be outside of public ROW.
Design with community in mind
Utility Comments:
8. For sheet C502, the storm sewer between ST-152 to ST-151 is proposed to be 30"
RCP, verify since no other RCP storm sewer is proposed. If there is no RCP storm
sewer proposed, modify storm sewer note 3 on sheet C502 also.
9. For OCS-5, slope pipe towards basin (negative slope) to improve sediment control.
10. Utility Note 2 (sheet C600): No ductile iron sanitary sewer pipe is proposed.
11. Utility Note 3 (sheet C600): No PVC water main is allowed in Cottage Grove.
12. For sheet C700, show linework for storm sewer within plan view.
13. For sheet C700, deflect pipe under storm sewer crossings near STA 13+00 and
16+00 to eliminate water main offsets and provide label to install insulation.
14. For sheet C701, deflect pipe under storm sewer crossings near STA 19+50 to
eliminate water main offset and provide label to install insulation. Water main
offset near STA 21 +50 not necessary.
15. Storm Profiles (sheet C802): Adjust labels in plan view for storm B and storm C.
16. Sump elevations should be added to sheet C502, the Storm Sewer Plan sheet.
17. Add storm sewer schedule (include structure number, type, manhole diameter,
casting, etc.).
18. Riprap should be added at the inlet of FES-5A and be updated in the plan sheets
and details.
19. For sheet C802, the same pipe plan view is repeated for each pipe profile on the
sheet. Update to reflect the appropriate pipe plan with its profile.
20. For the temporary channel that will convey flows from infiltration basin 6 through
the footprint of infiltration basin 5, where a portion of building 3 drains should have
a sediment basin installed prior to it entering the City's trunk storm sewer line to
prevent sediment and debris from entering the storm sewer system. If sediment
buildup occurs, scarification or other means may be needed to ensure infiltration
basin 5 functions properly during full buildout.
Stormwater Requirements:
21. An updated rational method calculation, or similar method, for determining pipe
sizes should be submitted for the proposed storm sewer layout for this phase of the
project that entail pipe depth, pipe cover, slope, velocities, and capacities within
the proposed pipe.
22. It appears that the building 3 site plan is following the overall SWMP masterplan.
Requirements are being met forwater quality, rate, and volume controls.
Design with community in mind
Landscape Plan Comments:
23. Landscape Plan (1-100): Trees appear to be proposed over the existing sanitary
sewer located on the south side of the building. Deciduous trees should be
located a minimum of 5-feet off any utility pipe and Coniferous trees should be
located a minimum of 15-feet off any utility pipe. Please review and revise.
24. Landscape Plan (1-100): Trees appear to be proposed over the storm pipes
connecting into infiltration basin 5. While the storm sewer and landscaping will be
private, it is recommended that appropriate spacing is considered between
landscaping and piping.
25. Landscape Plan (1-100): There is storm sewer shown along the west side and south
side of building 3 and within basin, proposed as part of phase one building 1 & 2,
that was not constructed.
26. Landscape Plan (1-100): Within seeding keynotes, is seed type 35-241 being used? If
not, remove keynote.
27. Landscape Plan (1-100): Sound wall to be placed along west and south side of the
property. Currently the sound wall is only shown on the south side of the property.
Please add the sound wall on the west side of the property as well.
28. Landscape Plan (L100): Sound wall near the entrance from 105t" Street should
include a setback for sight distance and lawn maintenance. Provide details for
sound wall.
29. Add landscaping notes per the City's Engineering Guidelines (reference planting
restrictions on page 9 of the engineering guidelines).
30. Please review and revise the tree mitigation tables to reflect the actual mitigated
inches for buildings 1 and 2, and building 3. With the approval of buildings 1 and 2,
376 mitigation inches were provided. With the current landscaping plan, 311
mitigation inches are shown (overstory - 210", coniferous - 47", ornamental - 54").
As the landscaping plan is revised based on the above comments, please adjust
the building 3 mitigation inches accordingly.
Regards,
Stantec Consulting Services Inc.
Design with community in mind
Tyler K. Johnson, PE
Phone: 612-712-2065
tvler.iohnson@stantec.com
Design with community in mind
David R. Sanocki, PE
Phone: 651-712-2124
dave.sanocki@stantec.com