HomeMy WebLinkAboutItem 07a - Heritage Commons 9th Addition
City of Lakeville
Community Development Dept
Memorandum
To: Planning Commission
From: Kris Jenson, Planning Manager
Date: April 25, 2025
Subject: Packet Material for the May 8, 2025 Planning Commission Meeting
Agenda
Item: Heritage Commons 9th Addition
1. Preliminary and Final plat of two commercial lots to be known as Heritage
Commons 9th Addition
2. Vacation of drainage and utility easement Vacation
Application Action Deadline: June 19, 2025
BACKGROUND
Representatives of The Architects Partnership have submitted applications for a preliminary and
final plat to be known as Heritage Commons 9th Addition for two commercials lots and the
vacation of public drainage and utility easements for the development of a Chase Bank. The plat
is 2.65 acres in area. Chase Bank will be located on Lot 1 (1.36 acres) and Lot 2 (1.29 acres) is a
future development parcel. The subject property is currently platted as Outlot A, Heritage
Commons 8th Addition and is zoned PUD, Planned Unit Development. The Heritage Commons
PUD was approved in 1999 and the property is located north of 202 nd Street (CSAH 50), south of
Heritage Drive and east of Idealic Avenue.
The Heritage Commons 9th Addition final plat and the Chase Bank development plans have been
reviewed by Engineering and Environment Resources Division staff as well as the City Forester.
The Dakota County Plat Commission has also reviewed the final plat.
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EXHIBITS
A. Location Map
B. Zoning Map
C. Preliminary Plat
D. Final Plat
E. Site Plan
F. Grading and Drainage Plan
G. Utility Plan
H. Landscape Plan
I. Ghost plan for Lot 2
J. Lighting Photometric Plan
K. Building Elevation Plan
L. Floor Plan
M. Dakota County Plat Commission letter dated March 13, 2025
STAFF A NALYSIS
Project Phasing. The Heritage Commons commercial development has progressed over several
phases since the initial development phase was approved in 1999. The proposed final plat is the
ninth phase of the Planned Unit Development and the 10th phase is under review.
Phase One: Approved September 7, 1999, included the two multi-tenant buildings where the
Lakeville liquor store and Minnesota School of Beauty are located.
Phase Two: Approved February 3, 2003, included the multi-tenant building located south of
Phase One.
Phase Three: Approved February 20, 2007, included the Cub Foods grocery store and the
multi-tenant building located south of Cub Foods and north of Heritage Drive.
Phase Four: Approved November 17, 2008, included the development of Green Planet Car
Wash.
Phase Five: Approved December 19, 2016, preliminary and final plat of 8.08 acres of
commercial outlots that included the construction of the private drive connection between
Kenwood Trail and Heritage Drive.
Phase Six: Approved December 18, 2017 and included the development of a single retail
building for O’Reilly Auto Parts.
Phase Seven: Approved August 20, 2018 for the BeeHive memory care building.
Phase Eight: Approved November 2, 2020 for the Tires Plus minor auto repair building.
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PRELIMINARY AND FINAL PLAT
Comprehensive Plan. The Heritage Commons 9th Addition property is located in Planning
District No. 4, Central Lakeville, and is guided for commercial uses in the 2040 Comprehensive
Land Use Plan. The proposed commercial use is consistent with the commercial designation of
the Comprehensive Land Use Plan.
Zoning. The Heritage Commons 9th Addition property is zoned PUD, Planned Unit
Development District with an underlying C-3, General Commercial District zoning.
Surrounding Land Uses and Zoning
North – Heritage Drive and multi-tenant commercial building (PUD District)
South – 202nd Street (CSAH 50) and commercial businesses (C-3 District)
East – Tires Plus (PUD District)
West – Idealic Avenue (private drive) and O’Reilly Auto Parts (PUD District)
Consistency with the Capital Improvement Plan (CIP). No public street construction or other
public funded infrastructure construction is proposed with the Heritage Commons 9 th Addition
final plat. All streets, sanitary sewer, water and storm sewer improvements required for the area
of the Heritage Commons 9th Addition were installed by the developer with the Heritage
Commons development in 2001.
Lots/Blocks. The Heritage Commons 9th Addition final plat proposes two lots on one block. The
following C-3 District lot requirements pertain to this final plat:
Lot Area Lot Width
Minimum Required 20,000 SF 100 feet
Proposed Lot 1 59,366 SF (1.36 ac) 204.83 feet
Proposed Lot 2 56,407 SF (1.29 ac) 190.75 feet
Both lots within the Heritage Commons 9th Addition exceed the minimum lot requirements in
the underlying C-3 District.
Outlot. There are no outlots in the Heritage Commons 9th Addition plat.
Easements. The final plat must be revised to include five-foot-wide drainage and utility
easements along the side property lines of both lots, prior to City Council consideration.
Streets. No new street construction is proposed with the Heritage Commons 9th Addition final
plat. The property is adjacent to 202nd Street (CSAH 9), Heritage Drive and Idealic Avenue. 202nd
Street is classified as a minor arterial road and Heritage Drive is classified as minor collector road
in the Comprehensive Transportation Plan. Idealic Avenue is a private street. All required right-
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of-way for the streets abutting the plat was dedicated with previous phases of Heritage
Commons.
Trails and Sidewalks. Eight-foot-wide concrete sidewalks are in place along 202 nd Street and
Heritage Drive with a five-foot-wide concrete sidewalk along both sides of Idealic Avenue. No
new public sidewalk or trail construction is required with the Heritage Commons 9th Addition
plat.
Grading, Drainage, Erosion Control, and Utilities. Grading, drainage and erosion control
plans have been submitted with the Heritage Commons 9th Addition preliminary plat. Alanna
Sobottka, Civil Engineer and Maria Friedges, Environmental Resources Specialist have reviewed
the site, grading, drainage and erosion control, and utility plans. A copy of the engineering report
dated April 25, 2025 is attached for your review. The Engineering Division recommends approval
of the preliminary plat subject to the recommendations outlined in the report.
Tree Preservation. There are no significant trees located on the subject property.
Wetlands. There are no wetlands located on the subject property.
Park Dedication. Park dedication for the Heritage Commons development was satisfied with a
land dedication with the Planned Unit Development and first phase final plat of Heritage
Commons in 2000.
Dakota County Plat Commission. The Dakota County Plat Commission reviewed the
preliminary and final plat at their March 12, 2025 meeting and will recommend approval of the
final plat to the Dakota County Board.
SITE P LAN
Setbacks. The Chase Bank building and parking lot on Lot 1, Block 1, Heritage Commons 9th
Addition is subject to the following minimum building setback (C-3, General Commercial
District) requirements:
Abutting a Public Street: 30 feet
Interior Lot Lines: 10 feet
Parking: 15 feet (abutting street), 5 feet (interior lot lines)
The proposed Chase Bank building and parking lot meet the setback requirements of the Zoning
Ordinance.
Parking. The proposed 3,395 square foot bank requires 15 parking spaces, taking into account the
allowable 10% gross floor area credit and the requirement for one parking space per 200 square feet of
floor area. The site plan proposes 26 parking spaces, including two handicap accessible spaces at the
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front entrance. This is in compliance with the parking requirements in effect at the time of the
preliminary plat application. The site also proposes a bike rack placed on a concrete pad
The proposed parking spaces and drive aisle dimensions and configurations comply with the
requirements of the Zoning Ordinance. Parking aisles will be 24 feet in width and parking stall
dimensions will be 9 feet in width and 20 feet in length. Snow storage may not occur within
required parking spaces.
Circulation/Loading Area. Access to the site will be from Heritage Drive and from Idealic
Avenue. Parking spaces are primarily located along the north side of the building. A drive-up
ATM is located on the south side of the building as well as bypass lane to provide access around
the building. No direct driveway access to 202nd Street is permitted. An agreement for shared
driveway access between the parcels in Heritage Commons 9th Addition and Heritage Commons
8th Addition (Tires Plus) is required to be executed as part of the recording of the final plat.
Landscaping. The landscape plan proposes a mix of overstory trees around the perimeter of the
site, foundation plantings on three sides of the building, and a row of plantings along the south
side of the drive through to minimize headlights shining on to 202 nd Street. Remaining areas will
be seeded and in-ground irrigation is required. Development of the site shall include
responsibility for boulevard maintenance along 202nd Street, Heritage Drive and Idealic Avenue.
The Developer must provide an estimate of the landscape costs to be submitted as a security to
guarantee installation of the landscaping. The City Forester has reviewed and approved the
landscape plan dated May 1, 2025. Landscaping on site must be installed per the approved plan.
Prior to a landscape inspection, an as-built landscape plan must be submitted to the city.
Building Exterior. The proposed one-story bank building is proposed to be clad with exterior
materials that are nearly all Grade A materials (97.7%), including three colors of brick, cast stone,
and glass. Grade C metal trim is proposed at the roofline, several canopies, and metal panels
framing some of the windows (2.3%). The materials proposed comply with Zoning Ordinance
requirements. The building includes a variety of roofline heights as well as relief so as to not have
flat exterior walls. A contrasting stripe of pale brick is about two-thirds of the way up the
building, matching the color of the cast stone at the foundation of the building. The contrasting
strip is a design element seen in all of the buildings in the Heritage Commons development.
Trash Enclosure. The trash and recycling enclosure will be located on the north side of the
building. The enclosure is proposed to be six feet, six inches in height and uses two of the
materials in contrasting colors proposed for the building exterior. The trash enclosure gate must
be durable and made of maintenance-free gate.
Signs. A development sign for Heritage Commons is located at the northeast corner of 202 nd
Street and Idealic Avenue. According to the adopted sign plan for Heritage Commons, Chase
Bank is able to have a monument sign, up to six feet in height and with a sign area of up to 18
square feet, at the southeast corner of the parcel, if desired. Since the building fronts more than
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one street, up to two wall signs permitted, not to exceed 100 square feet in sign area. All signs
require approval of a sign permit prior to installation.
Exterior Lighting. Parking lot lighting is scattered around the site and is proposed to be
mounted at a height of 25 feet. The photometric plan indicates that the proposed light levels
complies with Zoning Ordinance requirements. All lighting fixtures shall contain a cutoff which
directs the light at an angle of 90 degrees or less. All building mounted lighting must face
downward onto the structure.
Mechanical Equipment . Any roof-mounted mechanical equipment must be screened if greater
than three feet in height. Ground-mounted mechanical equipment must be screened with
landscaping and/or fencing.
Ghost Plan. No development plans have been received for Lot 2, Block 1, but a future
development access stub will be provided from Lot 1 to Lot 2 on the north side of the bank
building. Access from the Tires Plus parcel east of Lot 2 is provided on the north side of the
parcel, with a shared access to Heritage Drive and along the south side of the lot.
Snow Storage. Snow storage may not take place in required parking spaces.
Stormwater Maintenance Agreement. A Stormwater Maintenance Agreement will be required
with the final for maintenance of the stormwater basin on site.
EASEMENT VACATION
The platted drainage and utility easements within Outlot A, Heritage Commons 8th Addition are
proposed to be vacated and the same easements platted on the Heritage Commons 9 th Addition
final plat.
RECOMMENDATION
Community Development Department staff recommends approval of the Heritage Commons 9 th
Addition preliminary plat and easement vacation, subject to the following stipulations:
1. Implementation of the recommendations listed in the April 25, 2025 engineering report.
2. The site shall be developed according to the plans approved by the City Council.
3. Execution of a Stormwater Maintenance Agreement shall be required between Chase
Bank and the City of Lakeville for the maintenance of the stormwater basin located on
Lot 1, Block 1, Heritage Commons 9th Addition.
4. An agreement for shared driveway access shall be established between Lots 1 and 2, Block
1, Heritage Commons 9th Addition and Lot 1, Block 1, Heritage Commons 8th Addition
(Tires Plus) in conjunction with the recording of the final plat.
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5. The trash enclosure must have a durable maintenance-free gate.
6. Any rooftop and/or ground-mounted mechanical equipment must be screened per
Zoning Ordinance requirements.
7. The City Forester has reviewed and approved the landscape plan dated May 1, 2025.
Landscaping on site must be installed per the approved plan. Prior to a landscape
inspection, an as-built landscape plan must be submitted to the city.
8. A cost estimate for the installation of the approved landscaping shall be submitted prior
to City Council consideration of the final plat.
9. Exterior lighting shall be down-cast only and shall not glare onto road right-of-way.
10. Snow storage shall not occur within required parking spaces.
11. Prior to City Council consideration of the final plat, drainage and utility easements must
be added along the side property lines of each parcel.
Dakota County, Maxar, Microsoft
City of Lakeville
Heritage Commons
9th Addition
Site Location Map
EXHIBIT A
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9
202ND ST (CSAH 50)
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Site
Location
HERITAGEDR
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203RD ST±
City of Lakeville
Heritage Commons
9th Addition
Site Location Map
EXHIBIT B
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9
202ND ST (CSAH 50)
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Site
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HERITAGEDR
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203RD ST±
PUD
PUD
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C-3 C-3
C-3
P/OS
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RM-1
RM-1
RH-1
EXHIBIT C
HERITAGE DRIVE
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202ND STREET
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3,395 SF
15' PARKING SETBACK
15' PARKING SETBACK
5' PARKING SETBACK
15' PARKING SETBACK
DRAINAGE & UTILITY EASEMENT
EXISTING 10' DRAINAGE & UTILITY EASEMENT
STORMWATER MANAGEMENT AREA
PROPOSED PROPERTY LINE
10' BUILDING SETBACK
30' BUILDING SETBACK
30' BUILDING SETBACK
30' BUILDING SETBACK
24
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33.0'
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R15.0'
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FUTURE DEVELOPMENT
ACCESS DRIVE STUB
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PROPOSED 10' DRAINAGE & UTILITY EASEMENT
PROPOSED 10' DRAINAGE & UTILITY EASEMENT
PROPOSED 10' DRAINAGE & UTILITY EASEMENT
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R
NORTH
LEGENDPROPERTYSUMMARY
TOTAL PROPERTY AREA 1.36 AC / 59,366 SF
DISTURBED AREA 1.06 AC / 46,124 SF
EXISTING IMPERVIOUS AREA 0.01 AC / 500 SF / 1.1%
EXISTING PERVIOUS AREA 1.05 AC / 45,624 SF / 98.9%
PROPOSED IMPERVIOUS AREA 0.64 AC / 27,800 SF / 60.3%
PROPOSED PERVIOUS AREA 0.42 AC / 18,324 SF / 39.7%
NET INCREASE IN IMPERVIOUS AREA 0.63 AC / 27,300 SF
SITE DATA
EXISTING ZONING PUD- PLANNED UNIT
DEVELOPMENT
PROPOSED LAND USE FINANCIAL INSTITUTION
PARKING SETBACKS SIDE/REAR = 5'
STREET = 15'
BUILDING SETBACKS
FRONT = 30'
SIDE = 10' (30' STREET)
REAR = 10' (30' STREET)
SITE PLAN NOTES
1. REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS
OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING
DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED
LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT.
2. REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING
EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY &
PARCEL INFORMATION.
3. DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE
NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS
ARE ROUNDED TO THE NEAREST SQUARE FOOT.
4. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED
WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES,
ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH
GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK
SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID.
5. TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 20-FEET IN
LENGTH UNLESS OTHERWISE INDICATED.
6. MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE
SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO
VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER.
7. THE CURB & GUTTER AND CONCRETE WHEEL STOPS LOCATED IN FRONT OF THE
PROPOSED ADA STALLS & AISLE ARE TO BE PAINTED SAFETY YELLOW.
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W
N
BS
K
BS
K
MT
L
BUILDING DATA
TOTAL BUILDING AREA 3,395 SF
PERCENT OF TOTAL PROPERTY AREA 5.72%
PARKING SUMMARY
REQUIRED PARKING 17 SPACES
@ 1 / 200 SF
TOTAL PROPOSED PARKING 26 SPACES
REQUIRED ACCESSIBLE PARKING 2 STANDARD SPACES
1 VAN ACCESSIBLE
PROPOSED ACCESSIBLE PARKING 2 VAN ACCESSIBLE
PROPOSED CURB AND GUTTER
PROPERTY LINE
PROPOSED FENCE
SETBACK LINE
PROPOSED FLUSH CURB
DRAINAGE AND UTILITY EASEMENT
STANDARD DUTY ASPHALT PAVMENT
SEE DETAILS FOR SECTION
HEAVY DUTY ASPHALT PAVEMENT
SEE DETAILS FOR SECTION
HEAVY DUTY CONCRETE PAVEMENT
SEE DETAILS FOR SECTION
CONCRETE SIDEWALK
SEE DETAILS FOR SECTION
STORM WATER AREA
SEE GRADING PLAN FOR DETAILS
KEYNOTE LEGEND
CONCRETE SIDEWALK - SEE DETAIL
6" CONCRETE FILLED PIPE BOLLARD - SEE DETAIL
MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER
ACCESSIBLE CURB RAMP - SEE DETAIL
ACCESSIBLE PARKING SIGN, SIGN AND POST FURNISHED BY CHASE SIGN VENDOR.
BOLLARD AND CONCRETE FOUNDATION PROVIDED BY GC
ACCESSIBLE PARKING SYMBOL - SEE DETAIL
AREA STRIPED WITH 4" SYSL @ 45° 2' O.C.
TRUNCATED DOMES, SEE DETAIL
NO PARKING" SIGN - SEE DETAIL
CONCRETE WHEEL STOP, SEE DETAIL
SITE DIRECTIONAL SIGN (SEE ARCH PLANS FOR DETAILS)
B612 CURB AND GUTTER (TYP.) - SEE DETAIL
TRANSITION CURB - SEE DETAIL
FLUSH CURB - SEE DETAIL
LIGHT POLE (SEE ARCH SITE PLAN FOR DETAILS)
4" WIDE PAINTED SOLID LINE, TYP.
TRAFFIC FLOW PAVEMENT MARKINGS, TYP. (SEE DETAILS)
PROPOSED TRANSFORMER, CONCRETE PAD, & BOLLARDS (SEE MEP PLANS FOR
DETAILS).
TRASH ENCLOSURE (SEE ARCH PLANS FOR DETAILS)
BIKE RACK WITH ASSOCIATED CONCRETE PAD FLATWORK (SEE ARCH PLANS)
ACCESSIBLE CROSSWALK - SEE DETAIL
MONUMENT SIGN (SEE ARCH PLANS FOR DETAILS)
DO NOT ENTER' SIGN - SEE DETAIL
CLEARANCE BAR (SEE ARCH PLANS FOR DETAILS)
HEAVY DUTY CONCRETE - SEE DETAIL
UTILITY SCREENING FENCE (SEE ARCH PLANS FOR DETAILS)
OUTFALL B612 CURB AND GUTTER (TYP.) - SEE DETAIL
STOP' SIGN & PAVEMENT MARKING- SEE DETAIL
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
X
Y
Z
AA
BB
PROPOSED OUTFALL CURB AND GUTTER
2
EXHIBIT E
T
FFE: 982.30±
3,395 SF
HERITAGE DRIVE
ID
E
A
LIC
A
V
E
N
U
E
202ND STREET
981981 980
98
0
98
0
98
0
98
0
97
9
98
1
98
1
98
2
981
981
978
9793.39
2.
5
4
1.
99
0.
6
2
7.98%
975
976
977
978
979
975
976
977
978
979
3.
69
4.
1
8
2.
25
2.79%
3.033.
53
3.
54
1.65%
3.
2
3
2.
24
1.73%
3.
203.67
3.
64
3.95
2.08%
CO
SURFACE INFILTRATION BASIN (B-1)
TOTAL VOLUME: 24,202 CF
BOTTOM OF BASIN INVERT: 974.50
REQUIRED WQV: 3,475 CF
PROVIDED WQV: 5,579 CF
10-YR HWL: 976.31
100-YR HWL: 977.09
NWL: 974.50 (DRY)
3:
1
3:
1
7:1
3:1
CBMH 4
RE:980.17
IE:977.17 SW
IE:977.17 N
CB 1
RE:980.00
IE:977.00 N
CBMH 2 W/ SNOUT UNIT
RE:979.68
IE:974.72 S
IE:974.72 E
IE:974.72 N
4' SUMP)
CBMH 5
RE:979.35
IE:976.06 S
IE:976.06 W
OCS
CBMH 48" DIA
RE:978.10
IE:976.10 SW
IE:974.74 N
CONNECT TO EXISTING MH
IE:973.80 S
RD 17
IE:978.11 E
RD 13
IE:976.60 W
CO 18
RE:980.96
IE:977.65 W
IE:977.65 NE
55 LF - 12" HDPE
@ 1.67%
101 LF - 12" HDPE
@ 1.09%
123 LF - 12" HDPE
@ 1.09%
22 LF - 15" HDPE
@ 1.00%
47 LF - 12" RCP
@ 2.00%
26 LF - 6" PVC
@ 2.00%
10 LF - 12" RCP
@ -15.81%
23 LF - 6" PVC
@ 2.00%
24 LF - 6" PVC
@ 2.00%
9:1
980
980
980981
98
2983
982 981
981
980
980
980981
982
982
981
980
980
979 979
978
978
978
978
979
979
979
980
980
98
1
1.37%
98
2
98
1
CONNECT TO EXISTING MANHOLE.
CONTRACTOR TO FIELD VERIFY LOCATION
AND INVERT ELEVATIONS AND NOTIFY
ENGINEER IMMEDIATELY IF ANY DISCREPANCIES.
FES 8
IE:974.50 S
FES 15
IE:974.50 NE
APPROXIMATE LOCATION OF EXISTING
UNDERGROUND STORMWATER SYSTEM.
CONTRACTOR TO FIELD VERIFY & NOTIFY
ENGINEER IF ANY DISCREPANCIES.
2.
00
2.
5
2
42 LF - 18" RCP
@ 3.10%
EX ST-1
RE:977.71
IE:973.70 N,W
5' WIDE x MIN 3" THICK POLYSTYRENE
INSULATION (SEE NOTE 17)
12
3
8
5.
3
4
2.69%
WYE CONNECT
IE:976.08 S
IE:976.08 E
IE:976.08 N
6:
1
982
981
982 98
1
98
2
98
1
981
98
1
2.30%
82 LF - 12" HDPE
@ 1.67%
3.
9
8
980
981
G:981.17
G:981.68
G:981.01
G:980.68
G:980.44
G:980.90
G:981.93
HP:982.00
ME:981.70
ME:980.49
HP:981.42
G:980.88
G:980.77
G:980.36 G:980.17
G:980.51
HP:980.54 G:980.48
LP:979.68
G:981.37
G:981.34
G:981.12
G:981.22
G:980.02 LP:980.00
HP:981.78
G:981.34
G:981.68
T/G:980.84
T/G:980.87
G:981.25
HP:980.90
ME:979.52
G:979.51
ME:977.49
ME:977.57
HP:981.30
ME:979.93
G:981.68
T:982.18
G:980.47
LP:980.17
G:981.32G:981.80
G:981.80
982.30
981.82
FFE = 982.3
982.07
G:980.35
G:980.97
FFE = 982.3
G:980.13
G:980.06
G:980.13
G:980.25
G:980.45
G:980.19
G:980.10 G:979.57
G:979.38
LP:979.35
HP:979.76
HP:980.30
982.30982.30
EOF:980.67
EOF:978.39
EOF:980.18
EOF:981.30
EOF:979.85
981.83
976.78
977.28
T/G:980.82
HP:980.47
G:980.87
T/G:981.68
T/G:981.68
G:981.68
T:982.15
1
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SHEET NUMBER
2
0
2
5
K
I
M
L
E
Y
H
O
R
N
A
N
D
A
S
S
O
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I
A
T
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S
I
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C
11
9
9
5
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2
2
5
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D
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N
5
5
3
4
4
PH
O
N
E
6
5
1
6
4
5
4
1
9
7
WW
W
K
I
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C
O
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0
1
2
0
2
5
B
S
K
NORTH
GRADING PLAN NOTES
PROPOSED STORM SEWER
PROPERTY LINE
EXISTING CONTOUR
PROPOSEDCONTOUR925
PROPOSED SPOTELEVATION100.00
LEGEND
PROPOSED HIGH POINT ELEVATIONHP:0.0
PROPOSED LOW POINT ELEVATION
PROPOSED GUTTER ELEVATION
PROPOSED TOP OF CURB ELEVATION
PROPOSED FLUSH PAVEMENT ELEVATION
LP:0.0
G:0.00
T:0.00
PROPOSED EMERGENCY OVERFLOW ELEVATION
T/G:0.0
EOF:0.0
0.0%PROPOSED DRAINAGE DIRECTION
ME:0.0 MATCH EXISTING ELEVATION
PROPOSED STORM MANHOLE (SOLID CASTING)
PROPOSED STORM MANHOLE (ROUND INLET CASTING)
PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)
PROPOSED STORM SEWER CLENOUT
PROPOSED RIPRAP
PROPOSED FLARED END SECTION
CO
D
PROPOSED RIDGE LINE
PROPOSED SWALE
PROPOSED TOP/BOTTOM OF WALL ELEVATIONTW:0.0
BW:0.0
Know what'sbelow.
before you dig.Call
R
PR
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A
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16
0
0
9
4
0
5
6
03
2
8
2
0
2
5
AS
S
H
O
W
N
BS
K
BS
K
MT
L
1. PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS
AND BUILDING PERMIT REQUIREMENTS.
2. CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO
WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS.
3. STORM SEWER PIPE SHALL BE AS FOLLOWS:
RCP PER ASTM C-76
HDPE: 0" - 10" PER AASHTO M-252
HDPE: 12" OR GREATER PER ASTM F-2306
PVC SCH. 40 PER ASTM D-1785
STORM SEWER FITTINGS SHALL BE AS FOLLOWS:
RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443
HDPE PER ASTM 3212
PVC PER ASTM D-3034, JOINTS PER ASTM D-3212
4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING
UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY
DISCREPANCIES OR VARIATIONS.
5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO
HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.
WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE
EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING
PAVEMENT.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.
7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM
SEWER ALIGNMENTS.
8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO
SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE.
9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED
UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF
THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.
10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE
LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION.
11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND
GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.
12. INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND
CONCRETE SIDEWALKS.
13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL
STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE
RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL.
14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE
NOTED.
15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING
DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO
CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO
CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL
SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR
AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL
BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY
ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO
PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE
ISSUES.
16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS.
17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF
LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN
LANDSCAPE AREAS.
18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX>
OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN
CONNECTION.
19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING
MANHOLE CONNECTIONS.
20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT
PLUMBING CODE.
21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN
CONCRETE PAVEMENT AREAS.
22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB"
WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT
DRAINS AWAY FROM GUTTER.
NO LATER THAN DURING INFILTRATION/FILTRATION BASIN
OVER-EXCAVATION/SUB-SOIL WORK, THE APPLICANT SHALL
ENSURE THAT A CERTIFIED SOIL SCIENTIST WILL BE
PRESENT TO VERIFY AND DOCUMENT THAT PRACTICE AREA
SUB-SOILS ARE SUITABLE FOR A SATURATED CONDITION
INFILTRATION RATE OF 0.30-INCH PER HOUR OR GREATER.
IF THE SUB-SOIL SATURATED CONDITION INFILTRATION
RATES ARE LESS THAN 0.30-INCH PER HOUR, THE
CONTRACTOR SHALL CORRECT DOWN TO A POORLY
GRADED SAND LAYER. THE CITY SHALL BE PROVIDED WITH
24-HOURS' NOTICE OF COMMENCEMENT OF INFILTRATION
TESTING AND SHALL BE PROVIDED WITH INFILTRATION
RESULTS (E.G. TESTING DATA LOGS) WITHIN 24-HOURS OF
TESTING COMPLETION. THE APPLICANT SHALL PROVIDE THE
CITY WATER RESOURCES STAFF WITH 24-HOUR ADVANCE
NOTICE PRIOR TO ANY EXCAVATION AND/OR SOIL
BACKFILLING WITHIN ANY INFILTRATION/FILTRATION
PRACTICES (CITY WATER RESOURCES STAFF
CONTACT/INSTRUCTIONS SHALL BE CLEARLY/PROMINENTLY
LISTED ON APPROPRIATE PLAN SHEETS).
EXHIBIT F
T
FFE: 982.30±
3,395 SF
HERITAGE DRIVE
ID
E
A
LIC
A
V
E
N
U
E
CO
SS-1
IE:975.47 E
CONNECT TO EXISTING MANHOLE
RE:978.79
IE:971.40 S
UTILITY CROSSING.
T/SAN: 973.96
B/STRM: 975.92
PROPOSED TRANSFORMER.
REFER TO MEP PLANS.
5.
0
CO
10.5'
UTILITY CROSSING.
MAINTAIN 18" OF VERTICAL CLEARANCE.
12.5'
PROPOSED INFILTRATION BASIN
REFER TO SHEET C500)
SS-6
RE:979.81
IE:973.70 S
IE:973.70 N
46 LF - 6" PVC
@ 2.00%
70 LF - 6" PVC
@ 2.00%
2" WATER SERVICE
CONNECT FRANCHISE UTILITIES IN ROW.
CONTRACTOR TO WORK W/ PRIVATE UTILITY
COMPANIES ON EXACT LOCATIONS & CONNECTIONS
EXISTING HYDRANT
EXISTING 12" DIP WATER MAIN
CONNECT TO EXISTING WATER STUB.
8" DIP IE: 968.60
SS-7
RE:977.45
IE:971.30 E
223 LF - 8" PVC
@ 0.67%
ADJUST RIM TO FINISHED GRADE.
PROPOSED GATE VALVE
2)2" DATA CONDUITS.
REFER TO MEP PLANS.
10
4
APPROXIMATE LOCATION OF EXISTING
UNDERGROUND STORMWATER SYSTEM
18 LF - 6" PVC
@ 2.00%
SS-2
RE:980.49
IE:975.11 W
IE:975.11 N
10.8'
PROPOSED HYDRANT
6" WATER LINE
CONNECT TO EXISTING WATER LINE
EXISTING 8" DIP WATER SERVICE
10.4'
UTILITY CROSSING.
MAINTAIN 18" VERTICAL CLEARANCE.
CO
SS-14
RE:979.91
IE:972.78 S
IE:972.78 N
69 LF - 6" PVC
@ 2.00%
12.5'
5.0'
10.4'
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SANITARY SEWER MANHOLE
SANITARY SEWER
WATERMAIN
GATE VALVE
HYDRANT
TEE
REDUCER
UNDERGROUND ELECTRIC
TELEPHONE
GAS MAIN
STORM SEWER
LEGEND
CO SANITARYCLEANOUTCO
EXISTING PROPOSED
Know what'sbelow.
before you dig.Call
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UTILITY PLAN NOTES
1. INSTALL UTILITIES IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS, STATE
PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS.
2. CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO
WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS.
3. CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.
4. SANITARY SEWER PIPE SHALL BE:
PVC: ASTM D-2729, D-3034
PVC SCH 40: ASTM D-1785, F-714, F-894
SANITARY SEWER FITTINGS SHALL BE:
PVC: ASTM D-2729, D-3034
PVC SCH40: ASTM D-2665, F-2794, F-1866
5. WATER MAIN PIPE SHALL BE:
PVC: ASTM D-1785, D-2241, AWWA C-900
DUCTILE IRON: AWWA C115
WATER MAIN FITTINGS SHALL BE:
PVC: ASTM D-2464, D-2466, D-2467, F-1970, AWWA C-907
DUCTILE IRON: AWWA C-153, C-110, ASME 316.4
6. WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH,
AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFY
THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE
PROPOSED DESIGN OF THE PROJECT.
7. PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED
UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.
8. MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATER LINES.
9. FOR WATER LINES AND STUB-OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTS SUCH
AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS
INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS.
10. MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSES
WATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE).
PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES.
11. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES,
STORM LINES AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THE
SANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVE
MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE
CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE
FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH VERTICAL SEPARATION
MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50).
12. ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE
TRENCH AND TERMINATED PER THE DETAILS.
13. UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR
TO PLACING BACKFILL.
14. IN PAVEMENT AREAS, RAISE MANHOLE CASTINGS TO BE FLUSH WITH PROPOSED
FINISHED SURFACE GRADE. IN GREEN AREAS, RAISE MANHOLE CASTINGS TO BE ONE
FOOT ABOVE FINISHED GROUND ELEVATION & INSTALL A WATERTIGHT LID.
15. REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICE
CONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOW
DEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING.
16. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE
VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE
FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS
BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES
WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
17. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR
CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES.
COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND
SPECIFICATIONS.
18. REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE
LIGHTING AND ELECTRICAL EQUIPMENT.
19. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS.
REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY
SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO
THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS.
20. EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALS
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF
THE CONSTRUCTION SITE.
21. COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF
THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS.
22. WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED
AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION
A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE.
23. ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS.
24. ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER
TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK
GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES.
25. CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL
CODE REQUIREMENTS.
EXHIBIT G
LANDSCAPE LEGEND
EDGER (TYP.)
APPROXIMATE LIMITS OF SEEDING/ SEED ALL
DISTURBED AREAS (TYP.)
SEED EDGE (TYP.)
BOULDERS (TYP.)
SEED WITH SHORT PRAIRIE GRASS SEED MIX
AND WILDFLOWER MIX AVAILABLE FROM
PRAIRIE RESTORATIONS, INC.
SEED WITH MNDOT WET DITCH SEED MIX (TYP.)
A
LANDSCAPE KEYNOTES
EDGER (TYP.)
ROCK MULCH (TYP.)
SEED WITH MNDOT SOUTHERN BOULEVARD
SEED MIX (TYP.)
BOULDER (TYP.)
SEED WITH SHORT PRAIRIE GRASS SEED MIX
AND WILDFLOWER MIX AVAILABLE FROM
PRAIRIE RESTORATIONS, INC.
SEED WITH MNDOT WET DITCH SEED MIX
TYP.)
BOTTOM BASIN PLUGS: DISTRIBUTE EVENLY
USING TRIANGULAR SPACING, SEE
INFILTRATION POND PLANT SCHEDULE
A
B
C
D
E
F
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FFE: 982.30±
3,395 SF
HERITAGE DRIVE
ID
E
A
LIC
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D
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G
SYMBOL CODE QTY COMMON NAME BOTANICAL NAME N/A CAL.
CONIFEROUS TREE
NWS 3 NORWAY SPRUCE PICEA ABIES B & B 6` HT.
OVERSTORY TREE
BOL 5 BOULEVARD LINDEN TILIA AMERICANA `BOULEVARD`B & B 2.5" CAL.
IHL 5 IMPERIAL HONEYLOCUST GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`B & B 2.5" CAL.
PRE 3 AMERICAN ELM ULMUS AMERICANA `PRINCETON`B & B 2.5" CAL.
SWO 3 SWAMP WHITE OAK QUERCUS BICOLOR B & B 2.5" CAL.
SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONTAINER SPACING
CONIFEROUS SHRUBS
HZA 7 HETZ MINI ARBORVITAE THUJA OCCIDENTALIS `HETZ MINI`#5 CONT. 3` O.C.
SGJ 19 SEA OF GOLD JUNIPER JUNIPERUS X PFITZERIANA 'MONSAN'#5 CONT. 4` O.C.
TAU 9 TAUTON YEW TAXUS X MEDIA `TAUNTONII`#5 CONT. 5` O.C.
DECIDUOUS SHRUBS
AFD 8 ARTIC FIRE DOGWOOD CORNUS SERICEA `ARTIC FIRE`#5 CONT. 3` O.C.
ANH 4 ANNABELLE HYDRANGEA HYDRANGEA ARBORESCENS `ANNABELLE`#5 CONT. 4` O.C.
BLC 26 IROQUOIS BEAUTY BLACK CHOKEBERRY ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM #5 CONT. 4` O.C.
GLS 5 GRO-LOW FRAGRANT SUMAC RHUS AROMATICA `GRO-LOW`#5 CONT. 4` O.C.
LDN 10 LITTLE DEVIL NINEBARK PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM #5 CONT. 4` O.C.
ORNAMENTAL GRASSES
GVH 6 GOLDEN VARIEGATED HAKONECHLOA HAKONECHLOA MACRA `AUREOLA`#1 CONT 24" OC
HMS 14 HEAVY METAL SWITCHGRASS PANICUM VIRGATUM 'HEAVY METAL'#1 CONT. 3` O.C.
NSG 20 NORTHWIND SWITCH GRASS PANICUM VIRGATUM 'NORTHWIND'#1 CONT. 24" O.C.
PDS 23 PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS #1 CONT. 18" O.C.
PFG 5 PURPLE FLAME GRASS MISCANTHUS X `PURPURASCENS`#1 CONT 18" O.C.
PERENNIALS
BES 21 BLACK-EYED SUSAN RUDBECKIA FULGIDA `GOLDSTURM`#1 CONT. 18" O.C.
RBC 21 RUBY STAR CONEFLOWER ECHINACEA PURPUREA `RUBY STAR`#1 CONT. 20" O.C.
VPA 14 VISION IN PINK CHINESE ASTILBE ASTILBE CHINENSIS 'VISION IN PINK'#1 CONT. 24" O.C.
PLANT SCHEDULE
BOTTOM OF BASIN PLUGS 2,205 SF
CAREX PENSYLVANICA / PENNSYLVANIA SEDGE 51 FLAT, 2" PLUGS 20% @ 36" oc
CAREX VULPINOIDEA / FOX SEDGE 64 FLAT, 2" PLUGS, 36" OC 25% @ 36" oc
EUPATORIUM MACULATUM / JOE PYE WEED 14 FLAT, 2" PLUGS, 48" O.C. 10% @ 48" oc
EUPATORIUM PERFOLIATUM / BONESET 36 FLAT, 2" PLUGS, 48" O.C. 25% @ 48" oc
IRIS VERSICOLOR / BLUE FLAG 25 FLAT, 2" PLUGS, 36" OC 10% @ 36" oc
PANICUM VIRGATUM / SWITCHGRASS 25 FLAT, 2" PLUGS, 36" OC 10% @ 36" oc
INFILTRATION POND PLANTSCHEDULE202NDSTREET
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NOTE:
QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.
ABBREVIATIONS:
B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. = MINIMUM O.C. = ON CENTER SP. = SPECIES QTY. = QUANTITY
PERIMETER TREES REQUIRED:PLANTINGS AT PROPERTY PERIMETER, DESIGNED SITE AMENITIES (COMPOSITION OF PLANT MATERIAL AND / OR
CREATIVE GRADING, DECORATIVE LIGHTING, EXTERIOR SCULPTURE, ETC)
PERIMETER TREES PROVIDED:SEE PLAN
CONIFEROUS TREES MAY REPLACE SOME DECIDUOUS TREES TO PROVIDE YEAR AROUND SCREENING
PARKING LOT SCREENING REQUIRED:36" HT MAX. CONTINUOUS SCREEN OF PARKING LOT FROM ROADWAY
DECIDUOUS TREES 40' O.C. MAX, CONIFEROUS TREES 15' O.C. MAX, DECIDUOUS SHRUBS 4' O.C. MAX, CONIFEROUS
SHRUBS 3' O.C. MAX
PARKING LOT SCREENING PROVIDED:SEE PLAN
INTERIOR LANDSCAPE AREA REQUIRED:441 SF = (8,820 SF OFF STREET PARKING AREA / 100) * 5
INTERIOR LANDSCAPE AREA PROVIDED:772 SF
MINIMUM DIMENSION OF LANDSCAPE AREA IS NINE (9) FEET IN ANY DIRECTION, MEASURED FROM BACK OF CURB. MINIMUM LANDSCAPE AREA IS ONE HUNDRED
SIXTY (160) SQUARE FEET. LANDSCAPING SHALL BE SETBACK 2' FROM PARKING STALLS.
LANDSCAPE SUMMARY
NORTH
EXHIBIT H
HERITAGE DRIVE
ID
EA
LIC
A
V
EN
U
E
202ND STREET
T
NO
P
A
R
KI
N
G
FFE: 982.30±
3,395 SF
EXISTING
TIRES PLUS
1
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SHEET NUMBER
2
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CONCEPT PLAN IS SHOWN FOR
REFERENCE ONLY. CONCEPT PLAN IS
NOT TO BE USED IN ANY OTHER
CAPACITY UNDER ANY CIRCUMSTANCES.
EXHIBIT I
EXHIBIT D
D
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C
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Ch
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B
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Revisions
Page M of 1
Da
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3
2
6
2
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DUE TO CHANGING LIGHTING ORDINANCES IT IS THE CONTRACTORS
RESPONSIBILITY TO SUBMIT THE SITE PHOTOMETRICS AND LUMINAIRE
SPECS TO THE LOCAL INSPECTOR BEFORE ORDERING TO ENSURE THIS
PLAN COMPLIES WITH LOCAL LIGHTING ORDINANCES
THIS LIGHTING DESIGN IS BASED ON INFORMATION SUPPLIED BY OTHERS.
CHANGES IN ELECTRICAL SUPPLY, AREA GEOMETRY AND OBJECTS WITHIN
THE LIGHTED AREA MAY PRODUCE ILLUMINATION VALUES DIFFERENT FROM
THE PREDICTED RESULTS SHOWN ON THIS LAYOUT.
THIS LAYOUT IS BASED ON IES FILES THAT WERE LAB TESTED OR
COMPUTER GENERAGED. ACTUAL RESULTS MAY VARY
MH IS OVERALL MOUNTING HEIGHT
Luminaire Schedule
Symbol Label Qty Part Number Description
Calculation Summary
Label Units Avg Max Min Avg/Min Max/Min Description
24HR-ENTRY 5'Fc 56.89 86.9 16.2 3.51 5.36 FC TAKEN 5' FROM ENTRY @ 3'-0" AFG
SL3 1
24HR-ENTRY 50'Fc 4.21 52.7 2.0 2.11 26.35 FC TAKEN 50' FROM ENTRY @ 3'-0" AFG
EACL010E4AF740-DIMMING-D1-FINISH FULL CUTOFF AREA LIGHT
ATM 5'Fc 76.71 107.8 24.9 3.08 4.33
SL2 1 EACL010D4AF740-DIMMING0D1-FINISH W/SHIELDFULL CUTOFF AREA LIGHT W/SHIELD
FC TAKEN 5' FROM ATM @ 3'-0" AFG
ATM 50'Fc 4.00 99.3 0.1 40.00 993.00
SL1-S
FC TAKEN 50' FROM ATM @ 3'-0" AFG
PROPERTY LINE Fc 0.30 1.0 0.0 N.A.
7 EACL010E4AF740-DIMMING- D1-FINISH W/SHIELDFULL CUTOFF AREA LIGHT W/SHIELD
N.A.FC TAKEN @ GRADE
SITE Fc 1.51 90.6 0.0
L7R 7 5811SAT20L RECESSED DOWNLIGHT
L4-DO 5 9004-W1-RW-LED3090-W-BK-L1-UNV WALL MOUNT DN LIGHT
L21-B 1 XTOR6B-W WALL MOUNT FULL CUTOFF HO WALLPACK
N.A.N.A.FC TAKEN @ GRADE
JPMC PAVEMENT Fc 3.83 90.6 0.6 6.38 151.00 FC TAKEN @ GRADE
ATM
HERITAGE DRIVE
DRIVE-
UP
ATM
DONOTENTER
THRU ONLY
T
ONE WAY
NO
PARKING
STOPSTOP
STOP
STOP
FFE: 982.30
3,395 SF
24HR VEST. ENTRY
SL1-S
MH: 25
SL1-S
MH: 25
MH: 25
SL1-SSL1-S
MH: 25
SL3
MH: 25
SL1-S
MH: 25
SL1-S
MH: 25
MH: 25
SL2
L7R
MH: 10
L7R
MH: 10MH: 10
L7R
MH: 10
L7R
MH: 9
L4-DO
L4-DO
MH: 9 MH: 9
L4-DO
L4-DO
MH: 9
L4-DO
MH: 9
L21-B
MH: 9
L7R
MH: 10
L7R
MH: 10
MH: 10
L7R
SL1-S
MH: 25
0.0
0.0
0.0
0.0
0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.4 0.4 0.4 0.5 0.4 0.3
0.2
0.3
0.1
0.1
0.1
0.1
0.2
0.3
0.6
0.5
0.3
0.2
0.1
0.2
0.4
0.6
0.7
0.5
0.4
0.2
0.5
0.6
0.8
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0.7
0.8
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0.2
0.2
0.3
0.3
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0.7
0.7
0.7
0.8
0.6
0.4
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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 1.1 2.0 1.7 2.7 1.6 0.5 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 1.1 1.7 1.6 2.1 1.5 0.8 0.3
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 1.1 1.6 1.6 1.9 1.5 1.0 0.4
0.0 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 1.0 1.7 1.6 2.1 1.6 0.9 0.3
0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.3 0.3 0.3 0.4 0.2 1.1 2.1 1.9 2.9 2.0 0.7 0.1
0.1 0.2 0.5 0.5 0.4 0.3 0.3 0.4 0.6 0.9 0.9 0.8 0.6 0.5 0.5 0.4 0.4 2.9 2.9 4.5 3.0 0.5 0.1
0.2 0.3 0.8 1.2 1.5 2.5 2.2 2.6 1.6 1.7 1.5 1.6 1.8 2.7 2.2 2.9 2.3 3.4 2.9 4.5 2.5 0.4 0.1
0.2 0.5 1.1 1.8 3.1 4.8 4.7 4.7 3.2 2.8 2.4 2.6 3.4 4.9 4.6 4.6 3.5 4.0 3.2 4.4 3.0 0.8 0.1
0.2 0.5 1.0 1.6 2.3 3.6 3.5 4.1 3.5 3.5 3.1 2.7 3.0 3.5 3.1 3.4 2.7 3.2 2.4 2.7 1.9 0.9 0.2
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0.2 0.4 0.8 1.2 1.8 3.0 3.7 4.5 5.2 4.8 4.7 3.2 3.3 2.6 2.3 2.6 2.9 2.9 3.0 2.3 1.8 1.0 0.4
0.2 0.3 0.5 0.8 1.3 2.5 3.2 3.9 4.4 3.6 4.5 2.7 2.7 1.7 1.4 1.8 2.7 2.6 3.4 2.2 1.6 0.8 0.3
0.1 0.2 0.4 0.7 1.5 2.9 3.8 4.4 5.1 4.2 4.4 2.7 2.5 1.5 1.2 1.7 3.0 3.3 5.0 3.2 2.0 0.7 0.2
0.1 0.2 0.3 0.5 1.2 2.8 3.7 3.5 4.4 3.6 3.2 2.0 2.0 1.2 1.0 1.5 2.9 3.1 5.1 2.7 1.7 0.6 0.1
0.1 0.2 0.2 0.4 1.1 3.3 5.0 3.7 4.2 3.1 2.5 1.6 1.6 1.1 0.9 1.4 2.8 4.6 14.9 3.2 2.2 0.9 0.3
0.1 0.2 0.2 0.3 0.7 3.0 5.3 3.6 3.9 2.7 2.1 7.6 3.5 0.9 0.4
0.1 0.1 0.2 0.3 0.6 2.9 5.0 3.2 3.3 2.2 16.3 49.1 5.0 1.1 0.5
0.1 0.1 0.2 0.3 1.0 2.8 4.1 3.0 3.2 2.4 20.1 1.9 2.5 1.0 0.5
0.1 0.1 0.2 0.4 1.0 2.1 3.1 3.0 3.7 3.2 3.0 6.1 1.7 1.1 0.6
0.1 0.1 0.2 0.4 1.0 1.8 2.5 2.6 3.4 3.0 2.8 1.9 1.8 1.4 1.7 1.9 72.2 90.6 19.4 2.3 1.4 1.0 0.5
0.0 0.1 0.2 0.3 0.7 1.4 2.2 3.0 4.7 4.5 4.3 2.4 2.0 1.5 1.8 2.3 4.5 5.1 4.8 3.4 1.9 1.3 0.5
0.0 0.1 0.1 0.2 0.5 1.0 1.5 2.0 3.3 2.6 3.1 1.8 1.6 1.2 1.5 1.6 2.7 2.6 2.7 2.3 1.4 1.0 0.4
0.0 0.1 0.1 0.2 0.3 0.6 0.8 0.7 0.7 0.5 0.8 0.8 1.0 0.8 0.9 0.8 0.8 0.4 0.4 0.7 0.7 0.6 0.3
0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.2
0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1
JPMC PAVEMENT
FC TAKEN @ GRADE
Illuminance (Fc)
Average = 3.83
Maximum = 90.6
Minimum = 0.6
Avg/Min Ratio = 6.38
Max/Min Ratio = 151.00
EXHIBIT L
EXHIBIT K
EXHIBIT L
Dakota County Surveyor’s Office
Western Service Center 14955 Galaxie Avenue Apple Valley, MN 55124
952.891 -7087 Fax 952.891 -7127 www.co.dakota.mn.us
March 13, 2025
City of Lakeville
20195 Holyoke Ave.
Lakeville, MN 55044
Re: HERITAGE COMMONS 9TH ADDITION
The Dakota County Plat Commission met on March 12, 2025, to consider the preliminary plat of the
above referenced plat. The plat is adjacent to CSAH 50 (202nd St. W.) and is therefore subject to the
Dakota County Contiguous Plat Ordinance.
The proposed site is a replat of Outlot A, HERITAGE COMMONS 8TH ADDITION. The plat includes one lot
and one outlot. The right-of-way needs for a 4-lane divided roadway are 75 feet of half right of way,
which has been met. Restricted access is shown along all of CSAH 50 as dedicated in the plat of
HERITAGE COMMONS.
The Plat Commission has approved the preliminary and final plat and will recommend approval to the
County Board of Commissioners meeting on April 8, 2025.
Traffic volumes on CSAH 50 are 7,703 ADT and are anticipated to be 14,900 ADT by the year 2040.
No work shall commence in the County right of way until a permit is obtained from the County
Transportation Department and no permit will be issued until the plat has been filed with the County
Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of
proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to
restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat
Commission highly recommends early contact with the Transportation Department to discuss the
permitting process which reviews the design and may require construction of highway improvements,
including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths,
medians, etc. Please contact TJ Bentley regarding permitting questions at (952) 891-7115 or Todd
Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070.
Sincerely,
Todd B. Tollefson
Secretary, Plat Commission
c:
EXHIBIT M
City of Lakeville
Memorandum
To:Kris Jenson, Planning Manager
From:Alanna Sobottka, Civil Engineer
McKenzie L. Cafferty, Environmental Resources Manager
Copy:Tina Goodroad, Community Development Director
Julie Stahl, Finance Director
Zach Johnson, City Engineer
David Mathews, Building Official
Date:April 25, 2025
Subject:Heritage Commons 9th Addition
Preliminary Plat
Preliminary Grading and Erosion Control Plan
Preliminary Landscape Plan
Preliminary Utility Plan
BACKGROUNDBACKGROUND
The Architects Partnership, LTD has submitted a preliminary plat named Heritage Commons
9th Addition. The parent parcel (PID No. 22-32032-00-010) consists of Outlot A Heritage
Commons 8th Addition and is zoned PUD, Planned Unit Development. The proposed
development is located east of and adjacent to Idealic Avenue, north of and adjacent to 202nd
Street West (CSAH 50), and south of Heritage Drive.
The final plat consists of two (2) commercial lots within one (1) block on 2.66 acres.
The proposed development will be completed by:
Developer: The Architects Partnership, LLC
Engineer: Kimley-Horn
SITESITE CONDITIONSCONDITIONS
HHERITAGEERITAGE CCOMMONSOMMONS 99THTH AADDITIONDDITION –– PPRELIMINARYRELIMINARY PPLATLAT
AAPRILPRIL 25,25, 20252025
PPAGEAGE 22 OFOF 66
The site consists of undeveloped land. Three existing shared access driveways are located on
the north and east sides of the parcel. There are no existing wetlands or trees located in or
near the parcel. The site is located within the South Creek Stormwater District with the site
generally draining south to north.
STREETSTREET ANDAND SUBDIVISIONSUBDIVISION LAYOUTLAYOUT
nd Street West (CSAH 50)
th Addition is located north of and adjacent to 202nd Street West, a minor
arterial County roadway as identified in the City’s Transportation Plan. The Dakota County
Plat Commission reviewed the final plat at its March 12, 2025 meeting and recommended
approval. The necessary right-of-way for 202nd Street West was dedicated with the Heritage
Commons final plat; no additional right-of-way is required with the final plat.
th Addition is located south of and adjacent to Heritage Drive, a minor
collector roadway as identified in the City’s Transportation Plan. The right-of-way for
Heritage Drive was dedicated with the Heritage Commons final plat; no additional right-of-
way is required with the final plat.
th Addition is located east of and adjacent to Idealic Avenue, a private
roadway as identified in the City’s Transportation Plan.
CONSTRUCTIONCONSTRUCTION ACCESSACCESS
PARKS,PARKS, TRAILSTRAILS ANDAND SIDEWALKSSIDEWALKS
nd Street West, and Heritage Drive adjacent to the plat.
UTILITIESUTILITIES
SSANITARYANITARY SSEWEREWER
th Addition is located within subdistrict ML-70050 of the Lake Marion
sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan.
Wastewater will be conveyed to the MCES Farmington Interceptor and continue to the Empire
Wastewater Treatment Facility.
HHERITAGEERITAGE CCOMMONSOMMONS 99THTH AADDITIONDDITION –– PPRELIMINARYRELIMINARY PPLATLAT
AAPRILPRIL 25,25, 20252025
PPAGEAGE 33 OFOF 66
An existing sanitary sewer manhole extends into the east portion of the parcel. Development
of Heritage Commons 9th Addition includes the extension of 6-inch sanitary sewer service to
provide service to Lot 1, Block 1.
The Sanitary Sewer Area Charge has been collected and will not be required with the building
permit application.
Final sewer service connection locations and sizes will be reviewed by City staff with the final
construction plans.
WWATERMAINATERMAIN
An existing 8-inch watermain stub extends into the parcel from Heritage Drive on the north
side. Development of Heritage Commons 9th Addition includes the extension of an 8-inch
watermain to provide service to the development.
Final water service connection locations and sizes will be reviewed by City staff with the final
construction plans.
DRAINAGEDRAINAGE ANDAND GRADINGGRADING
Heritage Commons 9th Addition is located within subdistrict SC-52 of the South Creek
Drainage District, as identified in the City’s Water Resources Management Plan.
Development of Heritage Commons 9th Addition will include the construction of one privately
owned and maintained stormwater infiltration basin located within Lot 1, Block 1, Heritage
Commons 9th Addition.
The Developer shall sign a stormwater maintenance agreement for the stormwater basin and
dedicate a drainage and utility easement over the stormwater management area prior to the
recording of the final plat. The infiltration basin will provide water quality treatment, volume
reduction and rate control of the stormwater runoff generated from the proposed site
improvements.
The final grading plan must indicate any proposed borrow areas in which the building
footings will be placed on fill material. The grading specifications must indicate that all
embankments meet FHA/HUD 79G specifications. A final certificate of occupancy shall not be
issued until an as-built certified grading plan has been submitted and approved by the City
Engineer.
Heritage Commons 9th Addition contains more than one acre of site disturbance. A National
Pollution Discharge Elimination System General Stormwater Permit for construction activity
is required from the Minnesota Pollution Control Agency for areas exceeding one acre being
HHERITAGEERITAGE CCOMMONSOMMONS 99THTH AADDITIONDDITION –– PPRELIMINARYRELIMINARY PPLATLAT
AAPRILPRIL 25,25, 20252025
PPAGEAGE 44 OFOF 66
disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted
to the City upon receipt from the MPCA.
HHERITAGEERITAGE CCOMMONSOMMONS 99THTH AADDITIONDDITION –– PPRELIMINARYRELIMINARY PPLATLAT
AAPRILPRIL 25,25, 20252025
PPAGEAGE 55 OFOF 66
STORMSTORM SEWERSEWER
Privately owned and maintained storm sewer will be constructed with Heritage Commons 9th
Addition. Private storm sewer constructed within Lot 1, Block 1, Heritage Commons 9th
Addition will convey runoff to the privately owned and maintained stormwater infiltration
basin. The stormwater basin will outlet to the existing City storm sewer system along
Heritage Drive. A security of $2,500.00 will be collected for the proposed storm sewer
connection with the final plat.
The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and will be
collected with the final plat.
Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the
final construction plans.
Heritage Commons 9th Addition is shown on the Flood Insurance Rate Map (Map Nos.
27037C0211E; Eff. Date 12/2/2011) as Zone X by the Federal Emergency Management Agency
FEMA). Based on this designation, there are no areas in the plat located within a Special
Flood Hazard Area (SFHA), as determined by FEMA.
There are no wetlands on the site.
There are no trees within the parent parcel.
The plans include a detailed erosion and sediment control plan. The Developer is responsible
for meeting all the requirements of the MPCA Construction Permit. The permit requires that
all erosion and sediment best management practices (BMPs) be clearly outlined in a site’s
SWPPP. Additional erosion control measures may be required during construction as deemed
necessary by City staff. Any additional measures required shall be installed and maintained
by the Developer. Changes made throughout construction must be documented in the
SWPPP. An on-site preconstruction meeting shall be held with the City prior to work
commencing on the site. No grading can take place until the City has reviewed and approved
the SWPPP for the site.
HHERITAGEERITAGE CCOMMONSOMMONS 99THTH AADDITIONDDITION –– PPRELIMINARYRELIMINARY PPLATLAT
AAPRILPRIL 25,25, 20252025
PPAGEAGE 66 OFOF 66
The MS4 Administration Fee has not been collected on the parent parcel and shall be paid
with the final plat.
RECOMMENDATIONRECOMMENDATION
th Addition preliminary plat,
preliminary grading and erosion control plan, preliminary utility plan, and landscape plan
subject to the requirements and stipulations within this report.