HomeMy WebLinkAbout11-12-25 ENR Packet
AGENDA
CITY OF MAPLEWOOD
ENVIRONMENTAL AND NATURAL RESOURCES COMMISSION
Wednesday, November 12, 2025
6:00 p.m.
Maplewood City Council Chambers
1803 County Road B East
1. Call to Order
2. Roll Call
3. Approval of Agenda
4. Approval of Minutes
a. October 8, 2025
5. New Business
a. Church of Pentecost, 1701 Gervais Avenue East – Wetland Buffer Variance
6. Unfinished Business
7. Visitor Presentations
8. Commissioner Presentations
9. Staff Presentations (oral reports)
a. October 27, 2025, City Council Update
1) Resolution of Appreciation for Nancy Edwards
2) Wakefield Park Community Building Solar Project
3) Century Ponds Development
b. Board and Commission Appreciation Dinner – February 5, 2026, 5:30 to 7:30
p.m.
c. Environmental and Natural Resources Commission Calendar
10. Adjourn
MINUTES
CITY OF MAPLEWOOD
ENVIRONMENTAL AND NATURAL RESOURCES COMMISSION
Wednesday, October 8, 2025
6:00 P.M.
1.CALL TO ORDER
Chairperson Lates called a meeting of the Environmental and Natural Resources
Commission to order at 6:00 p.m.
2.ROLL CALL
Rebecca Bryan, Commissioner Present
Joanne Cryer, Commissioner Present (at 6:05 p.m.)
Benjamin Guell, Commissioner Present
David Lates, Chairperson Present
Ted Redmond, Commissioner Present
Wes Saunders-Pearce, Commissioner Present
Staff Present
Steve Love, Public Works Director
Audra Robbins, Parks and Natural Resources Manager
Jon Jarosch, Assistant City Engineer
Shann Finwall, Sustainability Coordinator
3.APPROVAL OF AGENDA
Commissioner Guell moved to approve the agenda.
Seconded by Commissioner Bryan.Ayes – Commissioners
Bryan, Guell, Lates,
Redmond, Saunders-Pearce
The motion passed.
4.APPROVAL OF MINUTES
a.September 10, 2025
Chair Lates moved to approve the September 10, 2025, Environmental and
Natural Resources Commission meeting minutes as written.
Seconded by Commissioner Saunders-Pearce. Ayes – Commissioners
Bryan, Guell, Lates,
Redmond, Saunders-Pearce
The motion passed.
Agenda Item 4.a.
2
5. NEW BUSINESS
a. Century Ponds Proposed Development, 601 Century Avenue South – Wetland
Buffer Variances
Shann Finwall, Sustainability Coordinator, introduced the subject.
Jon Jarosch, Assistant City Engineer, answered questions about stormwater
management throughout the development.
Steve Love, Public Works Director, answered questions about the proposed
open space provided throughout the development.
Applicant representatives that answered questions and spoke on behalf of the
development included:
• David Nash, Alliant Engineering
• Deb Ridgeway, D.R. Horton
• Michael Suel, D.R. Horton
• Mary Clare, Kjolhaug Environmental Services
John Zakelj, President, Friends of Maplewood Nature, thanked the developer for
listening to neighbors and other advocates while designing the plat and
preserving as much open space as possible. Mr. Zakelj stated he was thankful to
hear that the preservation and maintenance of the open space sites would be
carried out long after the initial three-year maintenance period, and there was a
plan for that maintenance even if the homeowner’s association was unable to
maintain.
Chair Lates moved to approve the wetland buffer resolution for Century Ponds
with three additional mitigation strategies including:
• A more detailed erosion control plan for all grading within wetland buffers.
.
• Coordinate with the St. Paul Police Training facility on wetland buffer
mitigation strategies for Wetland A.
• Addition of educational interpretive signs.
Seconded by Commissioner Bryan. Ayes – All
The motion passed.
6. UNFINISHED BUSINESS
7. VISITOR PRESENTATIONS
None
8. COMMISSIONER PRESENTATIONS
None
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9.STAFF PRESENTATIONS
Shann Finwall, Sustainability Coordinator, updated the Environmental and Natural
Resources Commission on the following:
a.ENR Commission Calendar – the ENR Commission will review a wetland buffer
variance for a church expansion during the November meeting.
10.ADJOURNMENT
The meeting ended at 6:56 p.m.
ENVIRONMENTAL & NATURAL RESOURCES COMMISSION STAFF REPORT
Meeting Date November 12, 2025
REPORT TO:
REPORT FROM:
PRESENTER:
AGENDA ITEM:
Action Requested: Motion ☐Discussion ☐ Public Hearing
Form of Action: Resolution ☐ Ordinance ☐ Contract/Agreement ☐ Proclamation
Policy Issue:
The Church of Pentecost is proposing an expansion of its building and parking lot at 1701 Gervais
Avenue East. The proposal includes an addition on the south side of the building, an expansion of
the parking lot, and the addition of stormwater retention and ponding, as well as landscape
improvements. To move forward with the proposal, the applicant requests a conditional use permit,
design review approval, and variances for a wetland buffer and parking lot setback. The
Environmental and Natural Resources Commission will review the wetland buffer impacts and
mitigation strategies and make a recommendation on the wetland buffer variance.
Recommended Action:
Motion to approve a resolution for a wetland buffer variance.
Fiscal Impact:
Is There a Fiscal Impact? No ☐ Yes, the true or estimated cost is $ 0.00
Financing source(s): ☐ Adopted Budget ☐ Budget Modification ☐ New Revenue Source
☐Use of Reserves Other: n/a
Strategic Plan Relevance:
☐Community Inclusiveness ☐Financial & Asset Mgmt Environmental Stewardship
☐Integrated Communication Operational Effectiveness ☐Targeted Redevelopment
The City deemed the project application complete on September 10, 2025. The initial 60-day review
deadline for a decision is November 9, 2025. As stated in Minnesota State Statute 15.99, the City
can take an additional 60 days, if necessary, to complete the review. To ensure adequate review
time, the City has extended the deadline to January 8, 2026. The Environmental and Natural
Resources Commission reviews wetland buffer variances to rectify impacts by reviewing and
making recommendations for possible repair, rehabilitation, or restoration of the wetland buffers.
Agenda Item 5.a.
Background:
The Church of Pentecost is proposing a 3,668 square foot addition onto the south side of the
existing 3,126.6 square foot building. The occupancy of the expanded church will be 270 people.
City code requires 67.5 parking stalls. To meet the City’s parking code and ensure on-site parking,
the applicants are also proposing the expansion of the 38-stall parking lot to provide an additional
30 stalls. The project also includes three stormwater basins and overall site landscaping. The
applicant requests the following land use approvals:
•Conditional Use Permit: City code requires a conditional use permit for a religious facility in
any zoning district. Due to the expansion of the church, a conditional use permit is required
for the religious facility to comply with City code.
•Parking Lot Setback Variance: City code requires a 15-foot parking lot setback from a right-
of-way. The expanded parking lot will be setback 5 feet from the Flandrau Street right-of-
way, requiring a 10-foot parking lot setback variance.
•Wetland Buffer Variance: There is a Manage B wetland located on the northwest corner of
the site. City code requires a 75-foot wetland buffer around a Manage B wetland. The
church expansion will involve grading up to the wetland edge for the installation of a
stormwater discharge pipe, and grading within other areas of the wetland buffer for the
expanded parking lot and an infiltration basin. The church expansion will require a 75-foot
wetland buffer variance.
Wetland Buffer Variance
Wetland Classification
The Ramsey-Washington Metro Watershed District approved the June 22, 2025, wetland delineation
on July 31, 2025. During that review, the watershed district reclassified the wetland from a Manage
A to a Manage B wetland. The City’s wetland ordinance requires a 75-foot wetland buffer around a
Manage B wetland.
Wetland Buffer Impacts
The project will have grading up to the wetland edge for the installation of a stormwater discharge
pipe, and grading encroachments toward the wetland for the installation of one of the infiltration basins
and parking lot. The project requires approval of a 75-foot wetland buffer variance.
Wetland Buffer Mitigation Strategies
Before the City Council acts on a wetland buffer variance the Environmental and Natural
Resources Commission makes a recommendation on the variance and mitigation plans. A
wetland buffer mitigation plan is required to include one or more of the following strategies:
1.Reducing or avoiding the impact by limiting the degree or amount of the action, such as by
using appropriate technology.
2.Rectifying the impact by repairing, rehabilitating, or restoring the buffer.
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3.Reducing or eliminating the impact over time by prevention and maintenance operations
during the life of the actions.
4.Compensating for the impact by replacing, enhancing, or providing substitute buffer land at
a two-to-one ratio.
5.Monitoring the impact and taking appropriate corrective measures.
6.Where the City requires restoration or replacement of a buffer, the owner or contractor shall
replant the buffer with native vegetation. A restoration plan must be approved by the City
before planting.
7.Any additional conditions required by the applicable watershed district and/or the soil and
water conservation district shall apply.
8.A wetland or buffer mitigation surety, such as a cash deposit or letter of credit, of 150
percent of estimated cost for mitigation. The surety will be required based on the size of the
project as deemed necessary by the administrator. Funds will be held by the city until
successful completion of restoration as determined by the city after a final inspection.
Wetland or buffer mitigation surety does not include other sureties required pursuant to any
other provision of city ordinance or City directive.
Applicant’s Wetland Buffer Mitigation Plan
In areas where grading takes place in the wetland buffer, the applicants are proposing to add native
seed, plant native trees, and plant plugs along the rain garden. In the remaining undisturbed areas
of the wetland buffer, the applicants are proposing to remove all invasive species and overseed with
native seed and plant native plugs along the graded area of the wetland buffer.
Staff recommends the Environmental and Natural Resources Commission discuss the following,
and possibly other, wetland buffer mitigation strategies:
1.Site Plan Changes: To reduce the wetland buffer impacts the following site plan changes
should be reviewed:
1.Reduced on-site parking with proof of parking or a shared parking agreement with
commercial properties located across Gervais Avenue.
2.Underground stormwater management to replace two of the three above-ground
infiltration basins.
2.Invasive Species Removal: Removal of buckthorn and other invasive species within the
remaining undisturbed wetland buffer and the open space area north and east of the church.
Variance Findings
To approve a variance the City Council shall apply the findings for variance approval as required
in Minnesota Statutes which state:
1.The variance is in harmony with the general purposes and intent of the ordinance.
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2.The variance is consistent with the comprehensive plan.
3.The applicant establishes practical difficulties in complying with the ordinance. Practical
difficulties mean: (1) the proposed use is reasonable, (2) the need for a variance is caused
by circumstances unique to the property, not created by the property owner, (3) the proposal
will not alter the essential character of the locality.
Applicants’ Wetland Buffer Variance Justification
The applicants outline the narrow lot shape and existing wetland on the northwest corner of the lot as
reasons for not being able to comply with the wetland buffer ordinance. Additionally, the addition of
the sizable rain garden adjacent to the parking lot will include native plantings, retaining parking lot
runoff, promote infiltration, and provide water quality before discharging stormwater downstream to
the existing wetland.
Commission and City Council Review
Community Design Review Board
October 21, 2025: The CDRB recommended approval of the design plans.
Planning Commission
October 21, 2025: The Planning Commission held a public hearing and recommended approval of
the conditional use permit, parking lot setback variance, and wetland buffer variance.
Environmental and Natural Resources Commission
November 12, 2025: The Environmental and Natural Resources Commission will review the
wetland buffer impacts and mitigation strategies and make a recommendation on the wetland
buffer variance.
City Council
November 24, 2025: The City Council will review the conditional use permit, design plans, and
parking lot setback and wetland buffer variance requests.
Attachments:
1.Overview Map
2.Future Land Use Map
3.Zoning Map
4.Wetland Overlay Map
5. Application Narrative
6.Elevation Plans
7.Civil Plans
8.Minnesota Conservation Act Notice of Decision
9.Wetland Delineation Report
10.Engineering Review Dated September 9, 2025
11.Environmental Review Dated September 5, 2025
12.Public Comment
13.Wetland Buffer Variance Resolution
4
Overview Map - 1701 Gervais Avenue East
City of Maplewood
!I
Parcels
0 325
Feet
Source: City of Maplewood, Ramsey County
Subject
Parcel
Attachment 1
FLU Map - 1701 Gervais Avenue East
City of Maplewood
Legend !I
Parcels
Future Land Use - 2040
Low Density Residential
High Density Residential
Commercial
Public/Institutional
Employment
Open Space
Park
0 490
Feet
Source: City of Maplewood, Ramsey County
Subject
Parcel
Attachment 2
Zoning Map - 1701 Gervais Avenue East
City of Maplewood
Legend !I
Parcels
Zoning
Single Dwelling (r1)
Planned Unit Development (pud)
Open Space/Park
Light Manufacturing (m1)
0 325
Feet
Source: City of Maplewood, Ramsey County
Subject
Parcel
Attachment 3
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Attachment 4
Memorandum
Attachment 5
Page 2
Attachment 6
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CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
REMOVE EXISTING TREE
AND BALL ROOT, TYP.
REMOVE EXISTING
TREE AND BALL
ROOT, TYP.
REMOVE EXISTING
TREE AND BALL
ROOT, TYP.
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
REMOVE EXISTING
PAVEMENT AND BASE
MATERIAL AND
PARKING SIGNS, TYP.
REMOVE EXISTING
PAVEMENT AND BASE
MATERIAL AND
PARKING SIGNS, TYP.
REMOVE EX BUILDING, STRUCTURES,
FOUNDATIONS, FOOTINGS & BASE
MATERIALS, PER LOCAL STATE & FEDERAL
STANDARDS. REMOVE/DISCONNECT ALL
SERVICES & UTILITIES PER UTILITY
COMPANY AND/OR L.G.U. STANDARDS
EXISTING BUILDING
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
REMOVE & SALVAGE
EXISTING MONUMENT
SIGN, TYP. SEE SITE PLAN
FOR PROPOSED LOCATION
FOR MONUMENT SIGN
EXISTING SIDEWALK
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING SIDEWALK
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING POWER POLE
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING OVERHEAD
POWER LINES TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING FIRE HYDRANT
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING OVERHEAD
POWER LINES TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING ADA
ACCESSIBLE RAMP TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
REMOVE EXISTING
CURB & GUTTER, TYP.
EXISTING CURB & GUTTER
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING CURB & GUTTER
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING FIRE HYDRANT
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING C&G TO
REMAIN. PROTECT
FROM DAMAGE, TYP.
REMOVE EXISTING
CURB & GUTTER, TYP.
EXISTING FENCE TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING POND TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING BITUMINOUS
SIDEWALK TO REMAIN,
PROTECT FROM DAMAGE, TYP.EXISTING POWER POLE
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING CURB CUTS
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING LIGHT POLES TO REMAIN,
PROTECT FROM DAMAGE, TYP.
EXISTING BUILDING
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
FOR ALL FENCE REMOVALS OR
PRESERVATIONS ON LOT LINES:
CONTRACTOR SHALL CONFIRM
OWNERSHIP OF FENCE PRIOR TO
REMOVAL AND COORDINATE WITH
ADJACENT PROPERTY OWNER.
REMOVE ALL EXISTING PRIVATE
UTILITY SERVICES (THAT ARE NOT
TO BE REUSED) PER PRIVATE
UTILITY COMPANY AND CITY
STANDARDS
CONTRACTOR SHALL SAWCUT &
REMOVE PUBLIC PVMTS., CURBS,
WALKS, & FENCES FOR
INSTALLATION OF UTILITIES. UPON
COMPLETION OF UTILITY WORK,
REPLACE ALL MATERIAL, IN KIND,
AND TO CITY STANDARD AND
APPROVAL
SANITARY & WATER SERVICES
SERVING THE CHURCH BUILDING WERE
NOT LOCATED DURING THE SURVEY
AND DO NOT APPEAR ON CITY
AS-BUILTS. BOTH LIKELY COME INTO
THE BUILDING FROM THE SOUTH. FIELD
VERIFY SIZE, MATERIAL, AND LOCATION
PRIOR TO CONSTRUCTION START.
SEND THIS INFORMATION TO THE
ENGINEER.
CLEAR AND GRUB ALL
EXIST. BUCKTHORN
AND OTHER INVASIVE
SPECIES FOUND IN
THIS AREA, PROTECT
ALL EXISTING TREES
AND NON-INVASIVE
PLANTS. SEE
LANDSCAPE PLAN FOR
RESTORATION
REMOVALS PLAN LEGEND:
TREE PROTECTION
REMOVAL OF PAVEMENT AND ALL BASE
MATERIAL, INCLUDING BIT., CONC., AND
GRAVEL PVMTS.
REMOVAL OF STRUCTURE
INCLUDING ALL FOOTINGS AND
FOUNDATIONS.
TREE REMOVAL - INCLUDING
ROOTS AND STUMPS
COPYRIGHT CIVIL SITE GROUP INC.c
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
05/20/2025 CITY SUBMITTAL
05/22/2025 WATERSHED SUBMITTAL
06/17/2025 CITY RESUBMITTAL
08/19/2025 CITY RESUBMITTAL
11/05/2025 CITY RESUBMITTAL ENR
PROJECT MANAGER MATT PAVEK
CONTACT NUMBER 612-615-0060 EXT. 701
DRAWN BY JR, KB, RB
REVIEWED BY MP, RB
PROJECT NUMBER 24479
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Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
11/05/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
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REMOVALS PLAN
REMOVE CURB AND GUTTER. IF IN
RIGHT-OF-WAY, COORDINATE WITH LOCAL
GOVERNING UNIT.
REMOVAL NOTES:
CITY OF MAPLEWOOD REMOVAL NOTES:
1. RESERVED FOR CITY SPECIFIC REMOVAL NOTES.
1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR
UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
2. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN.
3. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS.
4. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES.
5. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT
CONNECTIONS.
6. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
7. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED
PLANS.
8. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT.
9. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN
THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION
SHOWN ON THE DRAWINGS.
10. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS.
FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY
OWNER PRIOR TO ANY WORK.
11. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE
ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.
12. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND
APPROVED BY THE CITY PRIOR TO CONSTRUCTION.
13. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK
HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.
14. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO
POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY
THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.
15. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND
FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED
WITHOUT APPROVAL BY THE CITY.
16. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS
REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.
17. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A
MANNER AS REQUIRED BY THE CITY.
18. ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU.
19. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR
UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
SEE SWPPP ON SHEETS SW1.0 - SW1.5
EROSION CONTROL NOTES:
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
PROPERTY LINE
REMOVAL OF TREES AND
VEGETATION INCLUDING STUMPS
AND ROOT SYSTEMS
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
OWNER INFORMATION
CHURCH OF PENTECOST
1701 GERVAIS AVE
MAPLEWOOD MN, 55109
MR. JOSEPH OPPONG
952-212-0652
JOSEPH.OPPONG@EY.COM
Attachment 7
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313233
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48 49
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CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
REMOVE EXISTING TREE
AND BALL ROOT, TYP.
REMOVE EXISTING
TREE AND BALL
ROOT, TYP.
REMOVE EXISTING
TREE AND BALL
ROOT, TYP.
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
TREE PRESERVATION PLAN LEGEND:
TREE PROTECTION
TREE REMOVAL - INCLUDING
ROOTS AND STUMPS
COPYRIGHT CIVIL SITE GROUP INC.c
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2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
05/20/2025 CITY SUBMITTAL
05/22/2025 WATERSHED SUBMITTAL
06/17/2025 CITY RESUBMITTAL
08/19/2025 CITY RESUBMITTAL
11/05/2025 CITY RESUBMITTAL ENR
PROJECT MANAGER MATT PAVEK
CONTACT NUMBER 612-615-0060 EXT. 701
DRAWN BY JR, KB, RB
REVIEWED BY MP, RB
PROJECT NUMBER 24479
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44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
11/05/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
C1.1
TREE PRESERVATION
PLAN
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
PROPERTY LINE
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
TREE PROTECTION
N T S
25'
DL
DRIPLINE WIDTH
FURNISH AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS AS SHOWN ON
PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIP LINE. PLACE TREE
PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION ACTIVITY), OR ONE EVERY
100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.
POSTS AND FENCING
EXTEND FENCE 25'
BEYOND DRIPLINE
WHERE POSSIBLE TREE PROTECTION SIGN, TYP.
TREE DRIPLINE, OR
CONSTRUCTION LIMITS
1
2
34
5
7
23
26
27
24
25
2829
30
313233
34
35
40
15
.
5
15
.
5
24
.
0
BA
S
I
N
1
P
R8.
0
R4
4
.
0
R5.0
R5.0
NO
PARKING
NO
PARKING
BASIN 3P
VEGETATED
GRAVITY WALL.
SEE DETAIL.
PAVEMENT
STRIPING, TYP.
B612 C&G,
TYP.
B612 C&G,
TYP.
RETAINING WALL, TYP.
CIP RISERS TO LOWER LEVEL. SEE
ARCH'L PLANS. SEE GRADING PLAN
FOR ELEVATIONS. INC'L RAILING.
PAVEMENT
STRIPING, TYP.
MATCH EXISTING C&G
PER CITY STANDARDS,
TYP. B6-16 C&G
MATCH EXISTING
CONC WALK PER CITY
STANDARDS, TYP.
BITUMINOUS DRIVE
ENTRANCE PER CITY
STANDARDS, TYP.
DRIVE ENTRANCE PER
CITY STANDARDS, TYP.
CONCRETE
SIDEWALK, TYP.
CONCRETE
SIDEWALK, TYP.
ACCESSIBLE PARKING
SPACE, INCL. SIGNAGE,
STRIPING AND RAMPS
BIT. PAVE,
TYP.
RAMP W/ RAILING. SEE GRADING
PLAN FOR ELEVATIONS. SEE
ARCH'L PLANS
THICKENED EDGE
CONC.
CIP RET WALL. SEE ARCH'L PLANS.
SEE GRADING PLAN FOR
ELEVATIONS. INCL' RAILING.
CIP PLANTER BOX.
SEE ARCH'L PLANS.
BA
S
I
N
2
P
B612 C&G,
TYP.
PROPERTY LINE
PROPERTY LINE
MATCH EXISTING C&G PER
CITY STANDARDS, TYP.
SURMOUNTABLE C&G.
D4-12 C&G
PROPERTY LINE
BIT. PAVE,
TYP.
PED RAMP.
SEE DETAILS
BIT. PAVE,
TYP.
PED RAMP
SEE DETAILS
PED RAMP
SEE DETAILS ACCESSIBLE ROUTE
ARROW. DO NOT
PAINT, FOR CODE
REVIEW ONLY, TYP.
SEGMENTAL BLOCK RETAINING
WALL. SEE GRADING PLAN FOR
ELEVATIONS AGAINST WALL.
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
VEGETATED
GRAVITY WALL.
SEE DETAIL.
VEGETATED
GRAVITY WALL.
SEE DETAIL.
EXISTING
DETENTION POND
20
'
P
A
R
K
I
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G
S
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T
B
A
C
K
15
'
P
A
R
K
I
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G
S
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T
B
A
C
K
5' PARKING SETBACK
30' BUILDING SETBACK
30
'
B
U
I
L
D
I
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G
S
E
T
B
A
C
K
15' PARKING SETBACK
24.0
45 DEGREE PARKING
SPACES
12
5
7
11
15' PARKING SETBACK
17
17
30' BUILDING SETBACK 75' MIN B
U
F
F
E
R
W
I
D
T
H
0' BUILDING SETBACK
FROM BUFFER
EXISTING DETENTION POND
IS MANAGE B WETLAND PER
WATERSHED FINDINGS
ONE WAY TRAFFIC
ONE WAY
TRAFFICWAYFINDING
SIGN
DELINEATED
WETLAND LINE
75
'
M
I
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B
U
F
F
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R
W
I
D
T
H
WETLAND BUFFER
SIGN SEE CITY DETAIL
604 ON SHEET C5.1
WETLAND BUFFER
SIGN SEE CITY DETA
604 ON SHEET C5.1
SITE DATA
ZONING SUMMARY
EXISTING ZONING SINGLE DWELLING (R1)
PROPOSED ZONING CUP
BUILDING HEIGHT 30.5
MAX BLD OCCUPANCY 268 (GATHERING SPACE)
NORTH WALL AREA 975 (EXISTING BLDG UNCHANGED)
REQUIRED PROVIDED
BUILDING SETBACKS
NORTH 61 205.8
SOUTH 30 88.4
EAST 30 35.2
WEST - 50
PARKING SETBACKS
NORTH 20 20
SOUTH 15 22.5
EAST 15 VAIRES
(2-5)(VARIANCE)
WEST 5 5
REQUIRED PROVIDED
PARKING SUMMARY
PARKING STALL
DIMENSIONS 9.5X15.5 9.5X15.5
PARKING STALL
DIMENSIONS 45°9.5X10.6 9.5X10.6
DRIVE AISLE
DIMENSIONS 24 24
DRIVE AISLE
DIMENSIONS 45°22.6 22.6
REQUIRED PROVIDED
PARKING STALLS -
SURFACE 67 69
COPYRIGHT CIVIL SITE GROUP INC.c
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
05/20/2025 CITY SUBMITTAL
05/22/2025 WATERSHED SUBMITTAL
06/17/2025 CITY RESUBMITTAL
08/19/2025 CITY RESUBMITTAL
11/05/2025 CITY RESUBMITTAL ENR
PROJECT MANAGER MATT PAVEK
CONTACT NUMBER 612-615-0060 EXT. 701
DRAWN BY JR, KB, RB
REVIEWED BY MP, RB
PROJECT NUMBER 24479
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9
44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
11/05/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
SITE LAYOUT NOTES:SITE PLAN LEGEND:
TRAFFIC DIRECTIONAL ARROW PAVEMENT
MARKINGS
SIGN AND POST ASSEMBLY. SHOP DRAWINGS
REQUIRED.
HC = ACCESSIBLE SIGN
NP = NO PARKING FIRE LANE
ST = STOP
CP = COMPACT CAR PARKING ONLY
PROPERTY LINE
CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT
GUTTER WHERE APPLICABLE-SEE PLAN
LIGHT DUTY BITUMINOUS PAVEMENT (IF
APPLICABLE). SEE GEOTECHNICAL REPORT
FOR AGGREGATE BASE & WEAR COURSE
DEPTH, SEE DETAIL.
HEAVY DUTY BITUMINOUS PAVEMENT (IF
APPLICABLE). SEE GEOTECHNICAL REPORT
FOR AGGREGATE BASE & WEAR COURSE
DEPTH, SEE DETAIL.
CONSTRUCTION LIMITS
TO
CITY OF MAPLEWOOD SITE SPECIFIC NOTES:
1. RESERVED FOR CITY SPECIFIC SITE NOTES.
ACCESSIBILITY ROUTE ARROW (IF
APPLICABLE) DO NOT PAINT.
1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,
48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO
COST TO THE OWNER.
2. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO,
LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE
FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL
ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE
ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.
4. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.
5. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY
THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.
6. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE
FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.
7. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING
FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.
8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT
PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS,
PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO
REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.
9. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.
10. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK
SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING
BODIES.
11. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.
12. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.
13. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.
14. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.
15. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.
16. ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP.
17. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.
18. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.
19. CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL
DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK
INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE
IS NOT FOLLOWED.
20. FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH
REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA
REQUIREMENTS.
CONCRETE PAVEMENT (IF APPLICABLE) AS
SPECIFIED (PAD OR WALK) SEE
GEOTECHNICAL REPORT FOR AGGREGATE
BASE & CONCRETE DEPTHS, WITHIN ROW
SEE CITY DETAIL, WITHIN PRIVATE
PROPERTY SEE CSG DETAIL
OPERATIONAL NOTES
SNOW REMOVAL
ALL SNOW SHALL BE STORED ON-SITE OUTSIDE
PARKING LOT. WHEN FULL, REMOVAL CO. SHALL
REMOVE EXCESS OFF-SITE.
TRASH REMOVAL
TRASH SHALL BE PLACED IN EXTERIOR TRASH
AREA AND REMOVED BY COMMERCIAL CO.
WEEKLY.
DELIVERIES
DELIVERIES SHALL OCCUR AT THE FRONT DOOR
VIA STANDARD COMMERCIAL DELIVERY
VEHICLES (UPS, FED-EX, USPS).
REVISION SUMMARY
DATE DESCRIPTION
C2.0
SITE PLAN
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
OWNER INFORMATION
CHURCH OF PENTECOST
1701 GERVAIS AVE
MAPLEWOOD MN, 55109
MR. JOSEPH OPPONG
952-212-0652
JOSEPH.OPPONG@EY.COM
RETAINING WALL - "GEOWEB" OR EQUIV.,
INCLUDE PLANTING SOIL & SEED PER
LANDSCAPE PLAN. INSTALL PER MANUF.
SHOP DRAWINGS REQ.
1
2
34
5
7
23
26
27
24
25
2829
30
313233
34
35
40
NO
PARKING
NO
PARKING
20
'
P
A
R
K
I
N
G
S
E
T
B
A
C
K
15
'
P
A
R
K
I
N
G
S
E
T
B
A
C
K
5' PARKING SETBACK
30' BUILDING SETBACK
30
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
15' PARKING SETBACK
DELINEATED
WETLAND LINE
EXISTING
DETENTION POND
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
15' PARKING SETBACK
RESIDENTIAL LOT
LINE
30' BUILDING SETBACK 75' MIN B
U
F
F
E
R
W
I
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T
H
75
'
M
I
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B
U
F
F
E
R
W
I
D
T
H
ENCROACHMENT INTO 75'
WETLAND BUFFER. GRADING
WORK, STORM WATER BMP, &
PARKING
SITE DATA
ZONING SUMMARY
EXISTING ZONING SINGLE DWELLING (R1)
PROPOSED ZONING CUP
BUILDING HEIGHT 30.5
MAX BLD OCCUPANCY 268 (GATHERING SPACE)
NORTH WALL AREA 975 (EXISTING BLDG UNCHANGED)
REQUIRED PROVIDED
BUILDING SETBACKS
NORTH 61 205.8
SOUTH 30 88.4
EAST 30 35.2
WEST - 50
PARKING SETBACKS
NORTH 20 20
SOUTH 15 22.5
EAST 15 VAIRES
(2-5)(VARIANCE)
WEST 5 5
REQUIRED PROVIDED
PARKING SUMMARY
PARKING STALL
DIMENSIONS 9.5X15.5 9.5X15.5
PARKING STALL
DIMENSIONS 45°9.5X10.6 9.5X10.6
DRIVE AISLE
DIMENSIONS 24 24
DRIVE AISLE
DIMENSIONS 45°22.6 22.6
REQUIRED PROVIDED
PARKING STALLS -
SURFACE 67 69
COPYRIGHT CIVIL SITE GROUP INC.c
PR
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NOT
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2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
05/20/2025 CITY SUBMITTAL
05/22/2025 WATERSHED SUBMITTAL
06/17/2025 CITY RESUBMITTAL
08/19/2025 CITY RESUBMITTAL
11/05/2025 CITY RESUBMITTAL ENR
PROJECT MANAGER MATT PAVEK
CONTACT NUMBER 612-615-0060 EXT. 701
DRAWN BY JR, KB, RB
REVIEWED BY MP, RB
PROJECT NUMBER 24479
CH
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M
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E
W
O
O
D
,
M
N
5
5
1
0
9
44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
11/05/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
SITE PLAN LEGEND:
TRAFFIC DIRECTIONAL ARROW PAVEMENT
MARKINGS
SIGN AND POST ASSEMBLY. SHOP DRAWINGS
REQUIRED.
HC = ACCESSIBLE SIGN
NP = NO PARKING FIRE LANE
ST = STOP
CP = COMPACT CAR PARKING ONLY
PROPERTY LINE
CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT
GUTTER WHERE APPLICABLE-SEE PLAN
LIGHT DUTY BITUMINOUS PAVEMENT (IF
APPLICABLE). SEE GEOTECHNICAL REPORT
FOR AGGREGATE BASE & WEAR COURSE
DEPTH, SEE DETAIL.
HEAVY DUTY BITUMINOUS PAVEMENT (IF
APPLICABLE). SEE GEOTECHNICAL REPORT
FOR AGGREGATE BASE & WEAR COURSE
DEPTH, SEE DETAIL.
CONSTRUCTION LIMITS
TO
ACCESSIBILITY ROUTE ARROW (IF
APPLICABLE) DO NOT PAINT.
CONCRETE PAVEMENT (IF APPLICABLE) AS
SPECIFIED (PAD OR WALK) SEE
GEOTECHNICAL REPORT FOR AGGREGATE
BASE & CONCRETE DEPTHS, WITHIN ROW
SEE CITY DETAIL, WITHIN PRIVATE
PROPERTY SEE CSG DETAIL
REVISION SUMMARY
DATE DESCRIPTION
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R C2.1
SITE PLAN - SETBACKS
1
2
34
5
7
23
26
27
24
25
2829
30
313233
34
35
40
BA
S
I
N
1
P
NO
PARKING
NO
PARKING
BASIN 3P
BA
S
I
N
2
P
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
75' MIN B
U
F
F
E
R
W
I
D
T
H
75
'
M
I
N
B
U
F
F
E
R
W
I
D
T
H
COPYRIGHT CIVIL SITE GROUP INC.c
PR
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:
NOT
F
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U
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2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
05/20/2025 CITY SUBMITTAL
05/22/2025 WATERSHED SUBMITTAL
06/17/2025 CITY RESUBMITTAL
08/19/2025 CITY RESUBMITTAL
11/05/2025 CITY RESUBMITTAL ENR
PROJECT MANAGER MATT PAVEK
CONTACT NUMBER 612-615-0060 EXT. 701
DRAWN BY JR, KB, RB
REVIEWED BY MP, RB
PROJECT NUMBER 24479
CH
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9
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M
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P
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E
W
O
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D
,
M
N
5
5
1
0
9
44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
11/05/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
C3.0
GRADING PLAN
GENERAL GRADING NOTES:
1.0' CONTOUR ELEVATION INTERVAL
GRADING PLAN LEGEND:
SPOT GRADE ELEVATION GUTTER
SPOT GRADE ELEVATION TOP OF CURB
SPOT GRADE ELEVATION BOTTOM OF
STAIRS/TOP OF STAIRS
CITY OF MAPLEWOOD GRADING NOTES:
1. RESERVED FOR CITY SPECIFIC GRADING NOTES.
EX. 1' CONTOUR ELEVATION INTERVAL
SPOT GRADE ELEVATION (GUTTER/FLOW
LINE UNLESS OTHERWISE NOTED)
CURB AND GUTTER (T.O = TIP OUT)
EMERGENCY OVERFLOW
41.26
1125
891.00 G
891.00 TC
891.00 BS/TS
1137
EOF=1135.52
TO
SPOT GRADE ELEVATION MATCH EXISTING891.00 ME
GB GRADE BREAK - HIGH POINTS
1. CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS
CHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS
MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS
COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND
CONTRACTOR PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002
OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR
OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
3. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.
4. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE
PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS
OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH
THE SOILS ENGINEER.
5. ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC
RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR
AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE
6. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION
DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.
7. PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.
8. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS
SLOPE, UNLESS OTHERWISE NOTED.
9. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES
IN MAINTAINED AREAS IS 4:1.
10. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN
HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS
SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF
CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL
FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL
AND SODDING ACTIVITIES.
12. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL
MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE
SITE.
13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS
DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE
AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS,
ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE
ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A
MINIMUM DEPTH OF 6 INCHES.
14. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF
GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED
TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR
BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED
FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME
RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED
BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO
THE REQUIREMENTS OF THE NEW WORK.
15. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR
PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS
WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE
COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH
SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE
COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR
WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.
16. TOLERANCES
16.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE,
OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.
16.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN
0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS
MADE.
16.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE
REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
16.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.
16.5. FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET.
ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA
AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS
RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET
TOLERANCE/ADA REQUIREMENTS.
17. MAINTENANCE
17.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA
FREE OF TRASH AND DEBRIS.
17.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO
SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD,
ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.
17.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR
ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED
DENSITY PRIOR TO FURTHER CONSTRUCTION.
SEE SWPPP ON SHEETS SW1.0 - SW1.5
EROSION CONTROL NOTES:
CONSTRUCTION LIMITS
GROUNDWATER ELEVATION PER
BORING
BORING GROUND WATER
ELEVATION
B-1 907.5
B-2 906.0
B-3 906.5
PER GEOTECHNICAL REPORT COMPLETED BY
TERRACON. ON 01/17/2025.
REVISION SUMMARY
DATE DESCRIPTION
0
1" = 20'-0"
20'-0"10'-0"
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SPOT GRADE ELEVATION TOP OF THICKENED EDGE CONCRETE891.00 TE
SPOT GRADE ELEVATION BOTTOM OF
WALL/TOP OF WALL891.00 BW/TW
SPOT GRADE ELEVATION CATCH BASIN OR RIM ELEVATION891.00 CB/RE
SPOT GRADE ELEVATION HIGH POINT / LOW POINT891.00 BS/TS
1
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LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
75' MIN B
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CONTRACTOR SHALL SAWCUT &
REMOVE PUBLIC PVMTS., CURBS,
AND WALKS FOR INSTALLATION OF
UTILITIES. UPON COMPLETION OF
UTILITY WORK, REPLACE ALL
MATERIAL, IN KIND, AND TO CITY
STANDARD AND APPROVAL
CONTRACTOR SHALL COORDINATE
ALL THE UTILITY SERVICES WITH
BOTH THE CIVIL AND MECHANICAL
PLANS PRIOR TO CONSTRUCTION.
SEE DEMO PLAN FOR
ALL EXISTING UTILITY
REMOVAL INFORMATION
BASIN 1
BOT=920.00
TOP=923.50
EOF=923.33
OUTLET=921.80
100-YR=923.26
WQ LEVEL=920.54
EOF=
923.33
EOF=
919.67
OCS 1
RIM=924.00
IE(W)=920.04
IE(SE)=919.68
SEE DETAIL
CB 4
RE=923.50
IE=920.03
SUMP=916.03
45 LF 12" RCP
STORM @ 2.00%
24 LF 12" RCP
STORM @ 0.50%
EXIST CITY CB
EXIST RE=922.41
EXIST IE (NE)=918.53
(RECORD)(FIELD VERIFY)
PROP IE (NW)=918.78
MAKE CONNECTION TO
EXIST CB
RECONSTRUCT BENCH AS
NECESSARY
COORD. W/ CITY
PROPOSED ADDITION TO UTILIZE
EXISTING SANITARY AND WATER
MAIN SERVICES. MECH'L TO
PROVIDE USAGE CALCULATIONS
OUTLET
FES 30
IE=913.00
W/ RIPRAP
CONTRACTOR SHALL SAWCUT &
REMOVE PUBLIC PVMTS., CURBS,
AND WALKS FOR INSTALLATION OF
UTILITIES. UPON COMPLETION OF
UTILITY WORK, REPLACE ALL
MATERIAL, IN KIND, AND TO CITY
STANDARD AND APPROVAL
29 LF 12" HDPE
STORM @ 0.50%
EOF=
919.50
INLET
FES 33
IE=917.80
W/RIP RAP &
TRASH GUARD
CB 34
RIM=920.65
IE=917.95
SUMP=913.95
INCLUDE SNOUT
OR SIMILAR
RAIN GUARDIAN
STRUCTURE 20
RE=920.00
IE=918.00
BASIN 2
BOT=918.00
TOP=920.00
EOF=919.50
OUTLET=919.50
100-YR=919.82
WQ LEVEL=918.92
BASIN 3
BOT=917.00
TOP=920.00
EOF=919.67
OUTLET=918.08
100-YR=919.63
WQ LEVEL(MPCA)=917.79
OCS 31-48"
RIM=920.00
IE(NW)=913.12
IE(SE)=918.03
SEE DETAIL
SANITARY & WATER SERVICES SERVING THE
CHURCH BUILDING WERE NOT LOCATED DURING
THE SURVEY AND DO NOT APPEAR ON CITY
AS-BUILTS. BOTH LIKELY COME INTO THE BUILDING
FROM THE SOUTH. FIELD VERIFY SIZE, MATERIAL,
AND LOCATION PRIOR TO CONSTRUCTION START.
SEND THIS INFORMATION TO THE ENGINEER.
POTENTIAL
EXISTING WATER
SERVICE LOCATION
EXISTING DETENTION POND
NWL=912.7
100-YR HWL=915.3
BOT=910.0
8 LF 12" HDPE
STORM @ 0.50%
OUTLET
FES 2
IE=920.00
W/RIP RAP
INLET
FES 3
IE=920.00
W/RIP RAP &
TRASH GUARD
6 LF 12" HDPE
STORM @ 0.50%
OUTLET
FES 32
IE=918.00
W/RIP RAP
6 LF 12" HDPE
STORM @ 0.50%
PROVIDE RIP RAP AT
EOF OF BASIN
COPYRIGHT CIVIL SITE GROUP INC.c
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
05/20/2025 CITY SUBMITTAL
05/22/2025 WATERSHED SUBMITTAL
06/17/2025 CITY RESUBMITTAL
08/19/2025 CITY RESUBMITTAL
11/05/2025 CITY RESUBMITTAL ENR
PROJECT MANAGER MATT PAVEK
CONTACT NUMBER 612-615-0060 EXT. 701
DRAWN BY JR, KB, RB
REVIEWED BY MP, RB
PROJECT NUMBER 24479
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44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
11/05/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
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GENERAL UTILITY NOTES:
UTILITY PLAN LEGEND:
CITY OF MAPLEWOOD UTILITY NOTES:
1. COAL TAR SEALERS ARE PROHIBITED.
2. NO PERSON(S) SHALL THROW, DRAIN, OR OTHERWISE DISCHARGE,
CAUSE, OR ALLOW OTHERS UNDER THEIR CONTROL TO THROW,
DRAIN, OR OTHERWISE DISCHARGE INTO THE MUNICIPAL SEPARATE
STORM SEWER SYSTEM ANY POLLUTANTS OR WATERS CONTAINING
ANY POLLUTANTS OTHER THAN STORMWATER.
CATCH BASIN
GATE VALVE AND VALVE BOX
SANITARY SEWER
STORM SEWER
WATER MAIN
PROPOSED FIRE HYDRANT
MANHOLE
FES AND RIP RAP
CONSTRUCTION LIMITS
DRAINTILE
REVISION SUMMARY
DATE DESCRIPTION
C4.0
UTILITY PLAN
0
1" = 20'-0"
20'-0"10'-0"
N
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before you dig.Call
R
1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR
UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE
DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.
3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.
4. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.
5. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.
6. UTILITIES CONNECTIONS ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY
RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.
7. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15
FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.
8. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.
9. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.
10. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO
MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.
11. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS
OTHERWISE NOTED.
12. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO
CONSTRUCTION.
13. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.
14. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.
15. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.
16. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL
BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF
THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO
SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD
CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.
17. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL
OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC
LOADING.
18. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.
19. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION
SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.
20. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON
COMPLETION OF WORK.
21. FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION.
SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS.
CASTING SCHEDULE
CATCH
BASIN/MANHOLE/RISER GRATE TYPE (NEENAH)REMARKS
CB 4, CB 34 R-3067 STORM CURB INLET
OCS 1, OCS 31 R1642 STORM MANHOLE
NOTE:
1. CASTINGS SHALL BE NEENAH FOUNDRY CASTINGS OR APPROVED EQUIVALENT.
2. CASTINGS SHALL BE STAMPED WITH APPROPRIATE UTILITY NAME ("STORM SEWER",
"SANITARY SEWER")
CASTING SCHEDULE
N T S1
RAMSEY-WASHINGTON METRO WATERSHED DISTRICT UTILITY NOTES:
1. NOTIFY NICOLE SODERHOLM, RAMSEY-WASHINGTON METRO WATERSHED DISTRICT, AT
651-792-7976 AT LEAST 48 HOURS PRIOR TO THE CONSTRUCTION OF ANY VOLUME REDUCTION
BMPs
1
2
34
5
7
23
26
27
24
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2829
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313233
34
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CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
75' MIN B
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75
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M
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P3NNIIISAABBBAAIIINN33P
BASI
N
2PP
BA
SIN
P
BBAASSS
NN
22PPPPBAS
N
1P
BAS
IN
1
BBAAAASSIINN
11PP
18" DECORATIVE
ROCK MAINTENANCE
STRIP, TYP.
18" DECORATIVE
ROCK MAINTENANCE
STRIP, TYP.
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
EDGING, TYP.
EDGING, TYP.EDGING, TYP.EDGING, TYP.
MNDOT WET
SEED MIX,TYP.
MNDOT WET
SEED MIX,TYP.
MNDOT WET
SEED MIX,TYP.
MNDOT DRY
SEED MIX,TYP.SEED MIX INSTALLED IN GEOWALL
PRODUCT, INCLUDE TOPSOIL PER
MANUF. SPEC.,TYP.
SEED MIX INSTALLED IN GEOWALL
PRODUCT, INCLUDE TOPSOIL PER
MANUF. SPEC.,TYP.
SEED MIX
INSTALLED IN
GEOWALL
PRODUCT,
INCLUDE TOPSOIL
PER MANUF.
SPEC.,TYP.
WETLAND BUFFER
SIGN SEE CITY DETAIL
604 ON SHEET C5.1
WETLAND BUFFER
SIGN SEE CITY DETAIL
604 ON SHEET C5.1
AREA OF WETLAND "PLUG"
PLANTINGS, - 625 SF @ 24" PER
PLUG SPACING = APPROX. 180
TOTAL PLUGS, SEE LIST FOR
SPECIFIC SPECIES AND
PERCENTAGES
AREA OF WETLAND "PLUG" PLANTINGS, - 116 SF @ 24"
PER PLUG SPACING = APPROX. 35 TOTAL PLUGS, SEE
LIST FOR SPECIFIC SPECIES AND PERCENTAGES
BBAAASSSSSINNNN
2222222222
NN
2
NNNNNNNIINNNNIISSS
N
SSASSISSSAASSAAABAAAABBAABBBBBBBBBBBBBAAABBBBAAAAAABBBB
SSSSSSSAAAAAAABBBB
SSSSASASSSAAAAAA
IIIISSSSSSSAAAA
NNNNIIIISSSS
N NNNNNNN
S
NNNNNNNI
222222
NNNNNN
2222
N
22222222
AREA OF WETLAND "PLUG" PLANTINGS, - 80 SF @ 24"
PER PLUG SPACING = APPROX. 25 TOTAL PLUGS, SEE
LIST FOR SPECIFIC SPECIES AND PERCENTAGES
AREA OF WETLAND "PLUG" PLANTINGS, - 80 SF @ 24"
PER PLUG SPACING = APPROX. 25 TOTAL PLUGS, SEE
LIST FOR SPECIFIC SPECIES AND PERCENTAGES
R ND VER
K MAINTENAN E TRIP R K MAINTENAN E TRIP
BL E RA D D
ND T - EED MIXE
N SEED MIX #35-221 DRY PRAIRIE GENERAL, / GE WALL PLANTED REST RATI N SEED MI
N SEED MIX #35-221 DRY PRAIRIE GENERAL, / MND T - GENERAL REST RATI N SEED MI
N EED MIX 4-2 2 WET PRAIRIE MND T - L WER BA IN EED MI
N SEED MIX #34-262 WET PRAIRIE, / MND T - WETLAND MITIGATI N SEED MI
L1.0
LANDSCAPE PLAN
COPYRIGHT CIVIL SITE GROUP INC.c
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2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
05/20/2025 CITY SUBMITTAL
05/22/2025 WATERSHED SUBMITTAL
06/17/2025 CITY RESUBMITTAL
08/19/2025 CITY RESUBMITTAL
11/05/2025 CITY RESUBMITTAL ENR
PROJECT MANAGER MATT PAVEK
CONTACT NUMBER 612-615-0060 EXT. 701
DRAWN BY JR, KB, RB
REVIEWED BY MP, RB
PROJECT NUMBER 24479
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24904
Patrick J. Sarver
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED LANDSCAPE ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
11/05/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
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1. THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID
BASED INSECTICIDES AND/OR TREATMENTS OF ANY KIND, INCLUDING BY NOT LIMITED TO
IMIDACLOPRID (CONFIDOR, ADMIRE, GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA,
PLATINUM, CRUISER), CLOTHIANIDIN (PONCHO, DANTOSU, DANTOP), ACETAMIPRID
(MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO), DINOTEFURAN (STARKLE,
SAFARI, VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN).
2. CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT,
THAT NO NEONICOTINOID BASED INSECTICIDES HAVE BEEN USED ON SITE OR DIRECTLY
ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIED PLANT MATERIAL,
INCLUDING THE PLANTING OF AGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS.
POLLINATOR SAFE PLANT MATERIAL:
LANDSCAPE NOTES:
PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE
PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED CANOPY TREE SYMBOLS - SEE
PLANT SCHEDULE AND PLAN FOR SPECIES
AND PLANTING SIZES
DECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA.
LANDSCAPE PLAN LEGEND:
EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM,
BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS,
STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF.
INSTRUC./SPECS.
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
0
1" = 20'-0"
20'-0"10'-0"
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Know what's below.
before you dig.Call
R
1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.
CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166)
FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE
DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
2. REFERENCE MULCH SCHEDULE FOR MULCH MATERIALS AND
LOCATIONS.
3. ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO
OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF
APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2"
FROM TREE TRUNK.
4. IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR
AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE
BOULDER SAMPLES PRIOR TO INSTALLATION.
5. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN
ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY
STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION.
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF
PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD.
6. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF
PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON
THE PLAN, THE PLAN SHALL GOVERN.
7. CONDITION OF VEGETATION SHALL BE MONITORED BY THE
LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE
CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL
BE WARRANTED FOR TWO (2) FULL GROWING SEASONS FROM
SUBSTANTIAL COMPLETION DATE.
8. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE
6" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE
NOTED ON THE DRAWINGS.
9. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND
OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS.
CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES
AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION.
10. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL
ACCEPTANCE.
11. REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM
LANDSCAPE CONTRACTOR'S ACTIVITIES.
12. SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS
GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.
13. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION.
SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF
ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO
HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH
OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE
PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB.
14. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION
SYSTEM INCLUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.
ABOVE GROUND INFILTRATION BASINS SHALL
BE RESEEDED & MAINTAINED AS NECESSARY
TO ENSURE ESTABLISHMENT OF PLANTINGS
FROM SEED & TO PREVENT WASHOUT OF
SEEDS FROM STORM EVENTS.
L1.1
LANDSCAPE PLAN
NOTES & DETAILS
COPYRIGHT CIVIL SITE GROUP INC.c
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
05/20/2025 CITY SUBMITTAL
05/22/2025 WATERSHED SUBMITTAL
06/17/2025 CITY RESUBMITTAL
08/19/2025 CITY RESUBMITTAL
11/05/2025 CITY RESUBMITTAL ENR
PROJECT MANAGER MATT PAVEK
CONTACT NUMBER 612-615-0060 EXT. 701
DRAWN BY JR, KB, RB
REVIEWED BY MP, RB
PROJECT NUMBER 24479
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24904
Patrick J. Sarver
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED LANDSCAPE ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
11/05/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
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1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP
DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
2. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY
PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD
TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER
WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK
OF CURB.
3. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING
FROM OWNER, PRIOR TO INSTALLATION.
4. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER,
AND POWER CONNECTIONS.
5. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO
ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING
DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR.
6. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND
SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE
COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.
7. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL
SERVICE AND METERING FACILITIES.
8. IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.
9. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.
10. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.
11. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.
12. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE
TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT.
13. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING
MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED.
14. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS.
USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF
CONNECTION.
15. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.
16. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.
17. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED
AREAS WHENEVER POSSIBLE.
18. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.
19. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN
LINE. USE MOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE
HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST
VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES.
20. AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING
RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.
21. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.
22. USE SCREENS ON ALL HEADS.
23. A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED
CONDITION.
24. ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.
25. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL
UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.
26. THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE
STRUCTURE.
IRRIGATION NOTES:
REVISION SUMMARY
DATE DESCRIPTION
SEE SHEET L1.0 FOR GENERAL
LANDSCAPE NOTES & LEGEND Know what's below.
before you dig.Call
R
FINISHED GRADE
18" - VERIFY W/ PLAN
DRAWN @ ? size
AGGREGATE MAINTANENCE STRIP
N T S
SLOPE - MIN. 2%, MAX. 5:1
VERIFY W/ GRADING PLAN
FACE OF BUILDING, WALL, OR STRUCTURE
MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE
SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR
TO INSTALLATION
STAKED LANDSCAPE EDGER AS SPECIFIED, SEE
MANUFACTURER'S INSTRUCTIONS AND SPECS. FOR
INSTALLATION AND PLACEMENT
WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED
COMPACTED SUBGRADE
1
PLANTING SEASON SCHEDULE
SEASON CONIFEROUS DECIDUOUS REMARKS
SPRING PLANTING APRIL 15 - JUNE 15 APRIL 15 - JUNE 15
FALL PLANTING AUGUST 21 - SEPTEMBER 30 AUGUST 15 - NOVEMBER 15
NOTE: ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.
MULCH SCHEDULE
AREA MULCH TYPE EDGING FABRIC REMARKS
TREE RINGS 4" DEPTH, SHREDDED CEDAR YES NO SEE DETAIL SHT. L1.1
PLANTING BEDS 4" DEPTH, SHREDDED CEDAR YES NO
MAINT. STRIP AT BUILDING FOUNDATION 3" DEPTH 1-1/2" RIVER ROCK YES YES SEE DETAILS
NATIVE SEED AREAS STRAW MULCH NA NA PER MNDOT SEEDING
NOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALL
MATERIALS
WETLAND PLUG PLANTINGS SCHEDULE
SYM PERCENT OF
TOTAL
NUMBER OF
PLANTS COMMON NAME BOTANICAL NAME SIZE NATIVE COMMENTS
10 27 SWAMP MILKWEED Asclepias incarnata PLUG Y
25 66 DARK GREEN BULRUSH Scirpus atrovirens PLUG Y
20 53 BOTTLEBRUSH SEDGE Carex comosa PLUG Y
10 27 BLUE FLAG IRIS Iris versicolor PLUG Y
25 66 WOOD BULRUSH Scirpus expansus PLUG Y
10 27 BLUE VERVAIN Verbena hastata PLUG Y
100 265 TOTAL
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INLET PROTECTION AT
EXISTING CATCH BASIN
TO REMAIN, TYP
INLET PROTECTION AT
EXISTING CATCH BASIN
TO REMAIN, TYP
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.
CONSTRUCTION
ENTRANCE
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS, TYP.
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS, TYP.
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS, TYP.
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS, TYP.
CONSTRUCTION
ENTRANCE
COPYRIGHT CIVIL SITE GROUP INC.c
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
05/20/2025 CITY SUBMITTAL
05/22/2025 WATERSHED SUBMITTAL
06/17/2025 CITY RESUBMITTAL
08/19/2025 CITY RESUBMITTAL
11/05/2025 CITY RESUBMITTAL ENR
PROJECT MANAGER MATT PAVEK
CONTACT NUMBER 612-615-0060 EXT. 701
DRAWN BY JR, KB, RB
REVIEWED BY MP, RB
PROJECT NUMBER 24479
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44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
11/05/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
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SW1.0
SWPPP - EXISTING
CONDITIONS
1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.
CITY OF MAPLEWOOD EROSION CONTROL NOTES:
SWPPP LEGEND:
EX. 1' CONTOUR ELEVATION INTERVAL
INLET PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
DRAINAGE ARROW
SILT FENCE / BIOROLL - GRADING LIMIT
1125
ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES
CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL
PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION.
REVISION SUMMARY
DATE DESCRIPTION
1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE
APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"
(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48
HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL
REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL
PERMITS REQUIRED BY THE CITY.
3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL
NOTES, DESCRIPTIONS, AND PRACTICES.
4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION
CONTROL NOTES.
5. CONTRACTOR IS RESPONSIBLE FOR SWPPP
IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH
NPDES PERMIT.
SWPPP NOTES:
0
1" = 20'-0"
20'-0"10'-0"
N
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before you dig.Call
R
RAMSEY-WASHINGTON METRO WATERSHED DISTRICT UTILITY NOTES:
1. NOTIFY NICOLE SODERHOLM, RAMSEY-WASHINGTON METRO WATERSHED DISTRICT, AT
651-792-7976 PRIOR TO BEGINNING ANY AND ALL CONSTRUCTION ACTIVITY FOR AN INITIAL SWPPP
INSPECTION.
2. THE SPECIFIED EROSION/SEDIMENT CONTROL PRACTICES ARE THE MINIMUM. ADDITIONAL
PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION.
1
2
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BASIN 3P
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75
'
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INLET PROTECTION AT
EXISTING CATCH BASIN
TO REMAIN, TYP
INLET PROTECTION AT
EXISTING CATCH BASIN
TO REMAIN, TYP
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.
CONSTRUCTION
ENTRANCE
INLET
PROTECTION, TYP
INLET PROTECTION, TYP
INLET PROTECTION, TYP
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS, TYP.
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS, TYP.
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS, TYP.
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS, TYP.
PLACE EROSION
CONTROL BLANKET
ON ALL SLOPES 4:1 OR
STEEPER, TYP.
(MNDOT CATEGORY 3)
PLACE EROSION
CONTROL BLANKET
ON ALL SLOPES 4:1 OR
STEEPER, TYP.
(MNDOT CATEGORY 3)
INSTALL BIOLOG EROSION
CONTROL AROUND BASIN
PERIMETER ONCE CONSTRUCTED
INSTALL BIOLOG EROSION
CONTROL AROUND BASIN
PERIMETER ONCE CONSTRUCTED
INSTALL BIOLOG EROSION
CONTROL AROUND BASIN
PERIMETER ONCE CONSTRUCTED
CONSTRUCTION
ENTRANCE
COPYRIGHT CIVIL SITE GROUP INC.c
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2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
05/20/2025 CITY SUBMITTAL
05/22/2025 WATERSHED SUBMITTAL
06/17/2025 CITY RESUBMITTAL
08/19/2025 CITY RESUBMITTAL
11/05/2025 CITY RESUBMITTAL ENR
PROJECT MANAGER MATT PAVEK
CONTACT NUMBER 612-615-0060 EXT. 701
DRAWN BY JR, KB, RB
REVIEWED BY MP, RB
PROJECT NUMBER 24479
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44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
11/05/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
SW1.1
SWPPP - PROPOSED
CONDITIONS
SWPPP LEGEND:
INLET PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
DRAINAGE ARROW
1.0' CONTOUR ELEVATION INTERVAL
SILT FENCE / BIOROLL - GRADING LIMIT
EROSION CONTROL BLANKET
1137
REVISION SUMMARY
DATE DESCRIPTION
EX. 1' CONTOUR ELEVATION INTERVAL1125
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.
CITY OF MAPLEWOOD EROSION CONTROL NOTES:
ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES
CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL
PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION.
1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE
APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"
(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48
HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL
REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL
PERMITS REQUIRED BY THE CITY.
3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL
NOTES, DESCRIPTIONS, AND PRACTICES.
4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION
CONTROL NOTES.
5. CONTRACTOR IS RESPONSIBLE FOR SWPPP
IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH
NPDES PERMIT.
SWPPP NOTES:
RAMSEY-WASHINGTON METRO WATERSHED DISTRICT UTILITY NOTES:
1. NOTIFY NICOLE SODERHOLM, RAMSEY-WASHINGTON METRO WATERSHED DISTRICT, AT
651-792-7976 PRIOR TO BEGINNING ANY AND ALL CONSTRUCTION ACTIVITY FOR AN INITIAL SWPPP
INSPECTION.
2. THE SPECIFIED EROSION/SEDIMENT CONTROL PRACTICES ARE THE MINIMUM. ADDITIONAL
PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION.
BWSR NOD Form –September 3, 2024 1
Minnesota Wetland Conservation Act
Notice of Decision
Ramsey-Washington Metro Watershed District (RWMWD)
Ramsey
Joseph Oppong
Joseph Rief (Civil Site Group)
Church of Pentecost
25-08 WCA
6/23/2025
7/31/2025
7/31/2025
WCA Decision Type -check all that apply
܈܈ Wetland Boundary/Type Incidental Determination ܆܆ ܆ Replacement Plan
܆ Bank Plan (not credit purchase)
܆܆ Exemption ܈ No-Loss (8420.0415)
MN Rules 8420.0420 Part:܈ A ☐B ☐C ☐D ☐E ☐F ☐G ☐H
Subpart:☐4 ☐5 ☐7 ☐9
MN Statutes 103G.2241
☐1 ☐2 ☐6 ܆܆
Replacement Plan Impacts (replacement plan decisions only)
܆ Project Specific Credits - Number of Credits:
܆ Bank Credits – Number of Credits:
Bank Account Number(s):
Technical Evaluation Panel Findings and Recommendations (attach if any)
܆ Approve ܈ Approve w/Conditions ܆ Deny ܆ No TEP Recommendation
Kendra Kloth (RWMWD-LGU), Ben Meyer (BWSR), and Olivia Jensen (Ramsey County) conducted a field
review of the boundary/type and incidental request on 7/29/25. No changes were requested to the
boundary/type. Based on the site visit and review of historical photos, there is insufficient evidence to
categorize the wetland as incidental.The no-loss request under MN rules 8420.0415 Subpart A is denied due
to the wetland not being categorized as incidental. The wetland remains jurisdictional under WCA.
Also in part was a re-classification request to change the MnRAM analysis of the wetland from Manage A to
the lowest classification, Manage C. Based on field observations and further investigation the reclassification
to Manage C is not supported. However, there is sufficient evidence to recategorize the wetland as Manage B.
LGU Decision
܈ Approved with Conditions (specify below)1 ܆ Approved1 ☐Denied
List Conditions:The delineated basin is not considered incidental. The wetland is to be reclassified as
B under MnRAM analysis.
Attachment 8
BWSR NOD Form –September 3, 2024 2
Decision-Maker for this Application: ܈ ܆ ☐ Other:
Decision is valid for: ܈ 5 years (default) ☐
1 Wetland Replacement Plan approval is not valid until BWSR confirms the withdrawal of any required wetland bank credits. For project-
specific replacement a financial assurance per MN Rule 8420.0522, Subp. 9 and evidence that all required forms have been recorded on
the title of the property on which the replacement wetland is located must be provided to the LGU for the approval to be valid.
LGU Findings – Attach document(s) and/or insert narrative providing the basis for the LGU decision1.
☐Attachment(s) (specify):
܈ Summary: Please see the Technical Evaluation Panel findings and recommendations above.
1 Findings must consider any TEP recommendations.
Attached Project Documents
܈ Site Location Map ܈ Project Plan(s)/Descriptions/Reports (specify): Joint Application
Appeals of LGU Decisions
If you wish to appeal this decision, you must provide a written request within 30 calendar days of the date you
received the notice. All appeals must be submitted to the Board of Water and Soil Resources Executive Director
along with a check payable to BWSR for $500 unless the LGU has adopted a local appeal process as identified
below. The check must be sent by mail and the written request to appeal can be submitted by mail or e-mail.
The appeal should include a copy of this notice, name and contact information of appellant(s) and their
representatives (if applicable), a statement clarifying the intent to appeal and supporting information as to why
the decision is in error. Send to:
Appeals & Regulatory Compliance Coordinator
Minnesota Board of Water & Soils Resources
520 Lafayette Road North
St. Paul, MN 55155
travis.germundson@state.mn.us
Does the LGU have a local appeal process applicable to this decision?
܆ Yes1 ܈ No
1If yes, all appeals must first be considered via the local appeals process.
Local Appeals Submittal Requirements (LGU must describe how to appeal, submittal requirements, fees, etc. as applicable)
Notice Distribution (include name)
Required on all notices:
܈ SWCD TEP Member: Olivia Jensen (Ramsey County) ܈ BWSR TEP Member: Ben Meyer (BWSR)
LGU TEP Member (if different than LGU contact): Kendra Kloth (RWMWD)
DNR Representative: Dan Scollan (DNR)
Watershed District or Watershed Mgmt. Org.: Mary Fitzgerald (RWMWD)
Applicant: Joseph Oppong ܈ Agent/Consultant: Wayne Jacobson (WDC Jacobson Environmental)
Optional or As Applicable:
BWSR NOD Form –September 3, 2024 3
܈ Corps of Engineers:
☐BWSR Wetland Mitigation Coordinator (required for bank plan applications only):
☐Members of the Public (notice only):܆ Other:
Signature: Kendra Kloth
This notice and accompanying application materials may be sent electronically or by mail. The LGU may opt to send a
summary of the application to members of the public upon request per 8420.0255, Subp. 3.
Attachment 9
Engineering Plan Review
PROJECT: Church of Pentacost Expansion
1701 Gervais Avenue
PROJECT NO: 25-27
COMMENTS BY: Jon Jarosch, P.E. – Assistant City Engineer
DATE: 9-9-2025
PLAN SET: Civil plans dated 8-19-2025
REPORTS: None
The applicant is seeking a conditional use permit and design review for an expansion of the
church, along with associated site amenities, at 1701 Gervais Avenue.
This review does not constitute a final review of the plans, as the applicant will need to submit
construction documents for final review. The following are engineering review comments on the
design and act as conditions prior to issuing permits.
Drainage and Stormwater Management
The amount of disturbance on this site is greater than ½ acre and the project proposes to add
more than 5,000 square feet of new impervious surfaces. As such, the applicant is required to
meet the City’s stormwater quality, rate control, and other stormwater management
requirements. The applicant is proposing to meet these requirements via the use of three
infiltration basins.
1)A stormwater management plan, with supporting calculations, shall be submitted
detailing how the project meets the City’s Stormwater Management Standards.
2)Soil boring or infiltration test data shall be submitted to support the infiltration rates
assumed in stormwater calculations.
3)The project shall be submitted to the Ramsey-Washington Metro Watershed District
(RWMWD) for review. All conditions of RWMWD shall be met.
4)A joint storm water maintenance agreement shall be prepared and signed by the owner
for the proposed infiltration basins and pretreatment devices. The Owner shall submit a
signed copy of the joint storm-water maintenance agreement with the RWMWD to the
City.
Attachment 10
Grading and Erosion Control
5) All slopes shall be 3H:1V or flatter.
6) Inlet protection devices shall be installed on all existing and proposed onsite storm
sewer until all exposed soils onsite are stabilized. This includes storm sewer on adjacent
streets that could potentially receive construction related sediment or debris.
7) A double row of heavy-duty silt fencing is required between the grading limits and the
wetland to protect the wetland from sedimentation during construction.
8) Adjacent streets and parking areas shall be swept as needed to keep the pavement
clear of sediment and construction debris.
9) All pedestrian facilities shall be ADA compliant.
10) The total grading volume (cut/fill) shall be noted on the plans.
11) A copy of the project SWPPP and NDPES Permit shall be submitted prior to the
issuance of a grading permit.
Sanitary Sewer and Water Service
12) The applicant shall be responsible for paying any SAC, WAC, or PAC charges related to
the improvements proposed with this project. A SAC determination is required.
13) All modifications to the water system shall be reviewed by Saint Paul regional Water
Services. All requirements of SPRWS shall be met.
14) All new sanitary sewer service piping shall be schedule 40 PVC or SDR35 or approved
superior material.
Other
15) All work within the rights-of-way along Gervais Avenue and Flandrau Street shall be
restored per the City’s right-of-way ordinance.
Public Works Permits
The following permits are required by the Maplewood Public Works Department for this project.
The applicant should verify the need for other City permits with the Building Department.
16) Right-of-Way Permit
2
17) Grading and erosion control permit
18) Storm Sewer Permit
- END COMMENTS -
3
Environmental Review
Project: Church of Pentecost
Location: 1701 Gervais Avenue
Date of Plans: November 5, 2025
Date of Review: November 6, 2025
Reviewer: Shann Finwall, Sustainability Coordinator
(651) 249-2304, shann.finwall@maplewoodmn.gov
Background: The Church of Pentecost is proposing an expansion of the church
building and parking lot. There is a Manage B wetland and significant trees located on
the property. The proposal must comply with the City’s wetland and tree preservation
ordinances, and landscape and infiltration basin policies.
Trees:
1.Tree Preservation Ordinance:
a. Significant Trees: Maplewood’s tree preservation ordinance describes a
significant tree as a healthy tree as follows - hardwood tree with a
minimum of 6 inches in diameter, an evergreen tree with a minimum of 8
inches in diameter, and a softwood tree with a minimum of 12 inches in
diameter.
b. Specimen Trees: A specimen tree is defined as a healthy tree of any
species which is 28 inches in diameter or greater.
c. Tree Replacement: Tree replacement is based on a calculation of
significant trees located on the parcel and significant trees removed.
Credits are given for all specimen trees that are preserved.
2. Tree Impacts and Replacement Requirements: The tree preservation plan
shows 52 significant trees equaling 808 diameter inches. The applicant is
proposing to remove 32 significant trees equaling 507 diameter inches, which is
63 percent of the tree coverage on the site. Based on the City’s tree preservation
ordinance tree replacement calculation, the applicant is required to replace 309
caliper inches of replacement trees, which equals 155 - 2 caliper inch trees.
3. Tree Replacement: The landscape plan includes 50 new trees, for a total of
157.5 caliper inches, which is 151.5 caliper inches less than the 309 required.
Eleven of the replacement trees are proposed to be planted within the Flandrau
Street right-of-way, not on the church property.
Attachment 11
4. Tree Recommendations:
a. Prior to issuance of a grading permit the applicant must submit the
following:
1) Revised Tree Plan: A revised tree plan that reflects the correct
tree replacement calculation. The plan submitted includes errors
in the number of significant trees on the site, and significant trees
removed, resulting in an increased number of replacement trees in
the applicant’s plan.
2) Revised Landscape Plan: A revised landscape plan showing the
addition of 151.5 caliper inches of tree replacement on the site; or
alternatively, the applicant can pay into the City’s tree fund at a
rate of $60 per caliper inch of replacement tree that cannot be
planted on site. Under the current tree removal and replacement
plan, the applicant would pay a nonrefundable tree fund payment
in the amount of $9,090.
3) Site Plan Changes: To reduce the extensive tree removal
proposed under the current development proposal, including the
removal of four specimen oak trees, the following site plan
changes are recommended:
a) Reduced on-site parking with proof of parking or a shared
parking agreement with commercial properties located
across Gervais Avenue.
b) Underground stormwater management to replace two of
the three above-ground infiltration basins.
4) Tree Maintenance Agreement: A tree maintenance agreement to
be drafted by the City of Maplewood requiring that the church
maintain and replace dead trees planted in the right-of-way.
5) Surety: A cash escrow or letter of credit to cover the cost of the
replacement trees. This surety will be refunded once all trees are
planted with a one-year warranty.
Wetland:
1. Wetland Ordinance:
a. Wetland Classification and Required Wetland Buffer: The Ramsey-
Washington Metro Watershed District approved the wetland delineation
on July 31, 2025. During that review, the watershed district reclassified
the wetland from a Manage A to a Manage B wetland. The City’s wetland
ordinance requires a 75-foot wetland buffer around a Manage B wetland.
b. Wetland Buffer Averaging: The wetland ordinance allows flexibility in
instances where, because of the unique physical characteristics of a
specific parcel of land, the averaging of buffer width for the entire parcel
2
may be necessary to allow for the reasonable use of the land during a
development or construction project. The wetland ordinance allows
encroachments to a Mange B wetland within 50 feet of the wetland edge
if the buffer width will be compensated for by increased buffer widths
elsewhere in the same parcel to achieve the required average buffer
width.
c. Wetland Buffer Averaging and Variance Assessment: Wetland buffer
averaging and wetland buffer variances are allowed based on an
assessment of the following:
1) Undue hardship would arise from not allowing the average buffer
or would otherwise not be in public interest.
2) Size of parcel.
3) Configuration of existing roads and utilities.
4) Percentage of parcel covered by wetland.
5) Configuration of wetlands on the parcel.
6) Averaging will not cause degradation of the wetland or stream.
7) Averaging will ensure the protection or enhancement of portions of
the buffer which are found to be the most ecologically beneficial to
the wetland or stream.
8) A wetland buffer mitigation plan is required for construction of
development projects that will require averaging. In reviewing the
mitigation plan, the city may require one or more of the following
actions:
a) Reducing or avoiding the impact by limiting the degree or
amount of the action, such as by using appropriate
technology.
b) Rectifying the impact by repairing, rehabilitating, or
restoring the buffer.
c) Reducing or eliminating the impact over time by prevention
and maintenance operations during the life of the actions.
d) Compensating for the impact by replacing, enhancing, or
providing substitute buffer land at a two-to-one ratio.
e) Monitoring the impact and taking appropriate corrective
measures.
f) Where the city requires restoration or replacement of a
buffer, the owner or contractor shall replant the buffer with
3
native vegetation. A restoration plan must be approved by
the city before planting.
g) Any additional conditions required by the applicable
watershed district and/or the soil and water conservation
district shall apply.
h) A wetland or buffer mitigation surety, such as a cash
deposit or letter of credit, of 150 percent of estimated cost
for mitigation. The surety will be required based on the size
of the project as deemed necessary by the administrator.
Funds will be held by the city until successful completion of
restoration as determined by the city after a final
inspection. Wetland or buffer mitigation surety does not
include other sureties required pursuant to any other
provision of city ordinance or city directive.
2.Wetland Impacts: The development will have grading up to the wetland edge for
the installation of a stormwater discharge pipe, and grading encroachments
toward the wetland for the installation of one of the infiltration basins and parking
lot. The development requires a 75-foot wetland buffer variance.
3.Wetland Buffer Recommendations:
a.Prior to issuance of a grading permit the applicant must submit the
following:
1)Wetland Buffer Mitigation Plan showing the following:
a)Site Plan Changes: To reduce the wetland buffer impacts
the following site plan changes should be reviewed:
1.Reduced on-site parking with proof of parking or a
shared parking agreement with commercial
properties located across Gervais Avenue.
2.Underground stormwater management to replace
two of the three above-ground infiltration basins.
b)Invasive Species Removal: Removal of buckthorn and
other invasive species within the remaining undisturbed
wetland buffer and the open space area north and east of
the church. The applicant must maintain this area for three
years.
c)Revised Landscape Plan: Revised landscape plan
showing detailed native plug planting. The plan should
include location, species, spacing, soil preparation, and
mulching details.
d)Revised Wetland Buffer Sign Plan: Work with staff on the
number and appropriate placement of the wetland buffer
4
signs to ensure no future mowing, grading, and building
within the established wetland buffer. The City supplies
wetland buffer signs identifying that no building, mowing,
or grading should take place within the buffer. There is a
$35 fee per sign.
2) Wetland Buffer Sign Installation: Install the City wetland buffer
signs that specify that no building, mowing, cutting, grading, filling
or dumping are allowed within the buffer.
3) Maintenance Agreement: Sign a wetland buffer mitigation
agreement with the City requiring that the applicant establish and
maintain the required mitigation within the buffer for a three-year
period.
4) Surety: A cash escrow or letter of credit to cover 150 percent of
the wetland buffer mitigation. The City will retain the surety for up
to three years as outlined in the maintenance agreement to
ensure the wetland buffer mitigation is established and
maintained.
Landscape Policies and Recommendation:
Review of the overall landscape plan to ensure nonnative and invasive species are
avoided, seed mix is appropriate for use in areas proposed, and plantings are climate
resilient.
1. Prior to the issuance of a grading permit the Natural Resources Coordinator must
review and approve the final landscape plan to ensure it meets the City’s
landscape policies.
Infiltration Basin Policies
1.Infiltration Basin Policy: To ensure successful vegetation establishment in
basins, the city requires one of the following approaches:
a. Plant shrubs with shredded hardwood mulch in the lower portion of the
basin and seed on the slopes; or
b. Plant a combination of seed and plugs. The basin is seeded with a native
seed mix, then grasses, sedges, and flowers 18” apart. This spacing of
plants does not provide full coverage, it just helps ensure establishment
of native species in the basin in case seed is washed away or does not
establish; or
c. Plant native seed. If native seed is used in a project, the developer should
have a three-year maintenance contract to ensure establishment of native
vegetation.
2. Infiltration Basins Proposed: The applicant proposes three infiltration basins to
help manage stormwater on the site. All three infiltration basins will have a mix
of native seeds and plugs.
5
3. Infiltration Basin Recommendations:
a. Prior to the issuance of a grading permit the Natural Resources
Coordinator must review and approve final landscape plans to ensure it
meets the City’s infiltration basin policies.
6
From:Josh Hengemuhle
To:Elizabeth Hammond
Subject:Objection to Proposed Expansion at 1701 Gervais Avenue East
Date:Saturday, October 18, 2025 2:55:57 PM
You don't often get email from jhengemuhle@gmail.com. Learn why this is important
External message alert: This message originated from outside the City of Maplewood
email system. Use caution when clicking hyperlinks, downloading pictures or opening
attachments.
Josh Hengemuhle
2456 Flandrau St
Maplewood, MN 55109
October 17, 2025
Maplewood City Council
Maplewood Planning Commission
City of Maplewood
1830 County Road B East
Maplewood, MN 55109
RE: Objection to Proposed Expansion at 1701 Gervais Avenue East
Dear Maplewood City Officials,
I am writing to express my objection to the proposed expansion of The Church of Pentecost at 1701
Gervais Avenue East. While I respect the congregation's desire to grow, as a resident of the neighboring
block, I believe this particular expansion plan is incompatible with our residential neighborhood and would
diminish the quality of life for area residents.
My primary concerns are as follows:
Scale Incompatible with Residential Character: The proposed expansion represents a substantial
increase in scale that does not fit the residential nature of our block. The addition would create a facility
more appropriate for a commercial corridor than a quiet residential area where families live and children
play.
Encroachment on Wetland Buffer and Setbacks: According to the city's documentation, the expansion
would encroach into the 75-foot wetland buffer zone on the northern portion of the property and violate
the 15-foot setback requirement along Flandrau Street. These protective measures exist for good reasons
– to preserve natural resources and maintain appropriate spacing in residential areas. Granting variances
to accommodate this oversized project sets a concerning precedent. Specifically, granting these
variances would allow the complete removal of the tree line along the northern edge of the property,
placing the new commercial parking lot in full view of the entire residential block, and right up to the
property line of the neighbor to the north. This would negatively impact that property’s value and likely the
others on the block as well.
Impact on Neighboring Park: The expansion's proximity to the neighboring park would diminish this
valuable community green space and alter its character. Parks serve as essential buffers in residential
neighborhoods, and this expansion would compromise that function. Additionally, the plan removes a
significant portion of the tree buffer between the park and the property, putting a parking lot right next to a
well-traveled walking path in the park.
Inadequate Traffic Capacity: The property is located on a residential cul-de-sac that was designed to
Attachment 12
serve neighborhood homes, not a facility of this scale. Our street infrastructure simply does not have the
capacity to handle the increased traffic volume that this expansion would generate. The cul-de-sac
configuration creates safety concerns as increased traffic will lead to congestion, difficulty for emergency
vehicle access, and hazards for children and pedestrians who use these streets. The proposed parking
expansion acknowledges that more visitors are anticipated, but fails to address how our residential street
will accommodate this influx.
Ongoing and Worsening Noise Issues: The lived experience in this neighborhood has already been
negatively impacted by the current facility. While the Sunday day-time worship is not an issue, within the
last week alone, loud bass music from the property was audible indoors down the block late into the night.
This is not an isolated incident – noise disturbances like this have only increased in frequency over the
past few years. An expansion of this scale will inevitably amplify these problems and potentially expand
them to other times, further eroding our neighborhood's peace and residential character.
I urge the Planning Commission, City Council, and all reviewing bodies to deny the Conditional Use
Permit, variance requests, and site design approval for this project. The applicant should be encouraged
to pursue a more appropriately scaled renovation and alternative parking solutions* that respect wetland
buffers, setback requirements, and the residential nature of the neighborhood.
Thank you for considering my concerns. I regret that I am not able to attend the hearing in person due to
work commitments, but I am available to discuss this matter further. I hope you will prioritize the interests
of the established residential community.
Sincerely,
Josh Hengemuhle
*one parking possibility might be renting parking lot space from the post office across Gervais. That lot is
never used on Sundays which applicants own materials indicate is the time when they would need the
parking capacity. I would even favor installation of a crosswalk at that location to make that option more
tenable.
WETLAND BUFFER VARIANCE RESOLUTION
BE IT RESOLVED by the City Council of the City of Maplewood, Minnesota, as follows:
Section 1. Background.
1.01 The Church of Pentecost has requested approval of a wetland buffer variance to
construct a building addition and parking lot expansion on the property at 1701
Gervais Avenue East.
1.02 The property located at 1701 Gervais Avenue East is legally described as:
The South Half of the West Half of Lot 3, E.G. Roger’s Garden Lots, Ramsey
County, Minnesota, according to the recorded plat thereof. Except: The East 30.00
feet and the North 180.00 feet thereof.
PIN: 102922140047
1.03 The site has a Manage B wetland on the northwest portion of the property, which
requires a 75-foot wetland buffer. The project will involve grading up to the wetland
edge for the installation of a stormwater discharge pipe and encroach into the buffer
in other areas for an infiltration basin and grading for the expended parking lot. The
project will require a 75-foot wetland buffer variance.
Section 2. Standards.
2.01 City Ordinance Section 18-221 (d) (1) requires a minimum buffer width of 75 feet
around a Manage B wetland.
2.02 City Ordinance Section 18-221 (h) (1) provides procedures for granting a variance to
the wetland buffer ordinance requirements and refers to the state statute where a
variance may be granted when:
1.The variance is in harmony with the general purposes and intent of this ordinance;
2.When the variance is consistent with the comprehensive plan; and
3.When the applicant establishes that there are practical difficulties in complying
with the ordinance. Practical difficulties mean: (1) The proposed use is
reasonable; (2) the need for a variance is caused by circumstances unique to the
property, not created by the property owner; (3) the proposal will not alter the
essential character of the locality.
Section 3. Findings.
3.01 The Maplewood City Council makes the following findings:
Attachment 13
1. The proposed development meets the intent of city ordinance standards in the
R-1, Single-Family Residential zoning district and is consistent with the goals of
the 2040 Comprehensive Plan.
2. The request is reasonable. The proposed improvements within the wetland buffer
enhance stormwater management and will be mitigated by the removal of
invasive plants and addition of native seed and plugs within the remaining wetland
buffer areas.
3. The existing conditions on this property are unique and not caused by the
property owner.
Section 4. City Review Process
4.01 The City conducted the following review when considering this wetland buffer
variance request.
1. On October 21, 2025, the Planning Commission held a public hearing. City staff
published a hearing notice in the Pioneer Press and sent notices to the
surrounding property owners. The Planning Commission allowed everyone to
speak and present written statements at the hearing. The Planning Commission
recommended that the City Council approve this resolution.
2. On November 12, 2025, the Environmental and Natural Resources Commission
held a public meeting to discuss the proposal. The Environmental and Natural
Resources Commission recommended that the City Council ______ this
resolution.
3. On November 24, 2025, the City Council discussed this resolution. They
considered reports and recommendations from the planning commission and City
staff.
Section 5. City Council
5.01 The City Council hereby _______ the resolution. Approval is based on the findings
outlined in section 3 of this resolution. Approval is subject to the following conditions:
1. All construction shall follow the approved plans. The director of community
development may approve minor changes.