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HomeMy WebLinkAboutItem 6 Estoria LakevilleCity of Lakeville
Planning Department
Memorandum
To: Planning Commission
From: Kris Jenson, Associate Planner
Date: December 28, 2022
Subject: Packet Material for the January 5, 2023 Planning Commission Meeting
Agenda
Item: 1) Preliminary plat of one lot to be known as Estoria Lakeville.
2) Conditional use permit for a multiple family building to exceed 45 feet
in height in the RH-2, Multiple Family Residential District.
3) Vacation of drainage and utility easements
Action Deadline: February 7, 2023
BACKGROUND
Ebenezer has applied for a preliminary plat of one lot to be known as Estoria Lakeville,
which is proposed to be developed with an 89-unit senior co-op building. A conditional
use permit to allow the proposed building to exceed 45 feet in height in the RH-2 District
has been submitted as well as an application to vacate public drainage and utility
easements on one of the parent parcels. The Estoria Lakeville preliminary plat is located
west of Ipava Avenue and north of 165th Street.
The Estoria Lakeville preliminary plat plans have been distributed to Engineering
Division and Parks and Recreation Department staff and the Parks, Recreation and
Natural Resources Committee.
EXHIBITS
A. Site Location Map
B. Zoning Map
C. Preliminary Plat
D. Demo Plan & Tree Removal
E. Erosion Control & Tree Preservation Plan (2 pages)
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F. Site Plan
G. Grading Plan
H. Utility Plan
I. Landscape Plan (2 pages)
J. Floor Plans (3 pages)
K. Building Elevation Plans (3 pages)
L. Color Building Elevations (3 pages)
M. Photometric Plan
N. Easement Vacation
PLANNING A NALYSIS
PRELIMINARY PLAT
Existing Conditions. The property is currently undeveloped. The property proposed to
be platted is currently part of two larger parcels. The Developer has submitted
Administrative Subdivision applications to separate the areas to be platted from each of
the parent parcels.
Adjacent Land Uses. Adjacent land uses and zoning are as follows:
North – Undeveloped land (RM-2), Hosanna church parking lot (PUD)
East – Hosanna church parking lot, Fountains of Hosanna senior housing (PUD)
South – 165th Street, single family homes (RS-2)
West – Crystal Place townhomes (RM-1)
Consistency with the Capital Improvement Plan (CIP). Sanitary sewer and water
improvements for the Ebenezer Lakeville plat area will be financed and constructed by
the developer. These development costs associated with the Ebenezer Lakeville
development are not programmed in the 2022 – 2026 CIP.
Premature Subdivision Criteria. A preliminary plat may be deemed premature if any of
the criteria listed in Chapter 10-2-4-1 of the Subdivision Ordinance exist. Eligible criteria
pertain to a lack of adequate: drainage, water, streets, sanitary sewer, and public service
capacity (police and fire protection). The other pertinent criteria pertain to
inconsistencies with the City Comprehensive Land Use and Capital Improvement Plans
(discussed above). Staff review of the Estoria Lakeville preliminary plat against these
criteria finds that it is not a premature subdivision.
Density. The Estoria Lakeville preliminary plat consists of one lot on 4.01 acres. The
proposed 89-unit apartment building proposed for Lot 1, Block 1 results in a net density
of 22.19 units per acre.
Lot Requirements. The following minimum requirements for multi-family apartment
building setbacks in the RH-2 District pertain to the Estoria Lakeville preliminary plat:
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RH-2 Front Yard Rear Yard Side Yard
Required Setbacks 30 feet 30 feet 30 feet
Required Setbacks by CUP 40 feet 30 feet 40 feet
Proposed Setbacks 118 feet 40 feet 40 feet
The proposed building setbacks meet Zoning Ordinance requirements.
The RH-2 District requires at least 1,675 square feet of net lot area per unit. Lot 1, Block 1
has a lot size of 174,675.6 square feet (4.01 acres) which is 1,962 square feet per unit for an
89-unit age-restricted apartment building. The lot meets the minimum lot area per unit
requirement of the RH-2 District.
Streets. The following is a summary of the street adjacent to the Estoria Lakeville
preliminary plat. Additional detailed information is outlined in the Engineering Division
memorandum dated December 28, 2022.
165th Street – 165th Street is located south of the property and is classified as a major
collector in the Comprehensive Transportation Plan. The full 80 feet of right-of-way was
platted with previous plats and no additional right-of-way is required. The street is
developed as a three-lane roadway with trails along both sides of the street.
Outlots. There are no outlots proposed with the Estoria Lakeville preliminary plat.
Grading, Drainage, Erosion Control, and Utilities. Proposed grading, drainage, erosion
control, and utilities for the Estoria Lakeville preliminary plat is shown on the grading,
drainage and erosion control and utility plans. All existing and new local utilities shall be
placed underground.
Grading, drainage, erosion control, and utilities details are outlined in the December 28,
2022 engineering report prepared by Alex Jordan, Assistant City Engineer and Mac
Cafferty, Environmental Resources Manager. The Engineering Division recommends
approval of the preliminary plat.
Tree Preservation. Tree preservation information was included on the demo plan. Prior
to City Council consideration of the preliminary plat, the tree preservation information
should be shown in a table format to include the required information such as species,
tree size, condition, status (save or remove). As currently shown, 16 of 19 trees (84%) on
the site will be removed for development.
Wetlands. There are no wetlands within the preliminary plat boundaries.
Park Dedication. The park dedication requirement for Estoria Lakeville will be satisfied
through a cash contribution to be paid at the time of the final plat.
Private Recreation Amenities. The site includes an open lawn east of the parking lot
surrounded by a sidewalk and by various small group seating areas. South of the lawn
4
there are two pickleball courts, and to the west of the courts are several garden areas for
the residents. Along the north side of the building, there is a 570 square foot fenced dog
run, access to which is available from the main level of the building. Fence permits must
be issued prior to the installation of any of the fences on the site.
MUSA. The Estoria Lakeville preliminary plat area is located within the current MUSA.
Snow Storage. The site includes areas around the parking lot where snow may be stored.
Snow storage may not occur in parking spaces therefore, snow may need to be trucked off
the site if there is not sufficient space to store the snow outside of parking spaces.
Public Easement Vacation. One of the parent parcels includes a perimeter drainage and
utility easement. As the portion of that parcel will be administratively subdivided and
platted for the Estoria Lakeville development, the vacation of the underlying easement is
required. New easements will be provided as shown on the proposed preliminary plat.
GENERAL P ERFORMANCE STANDARDS
A conditional use permit application has been submitted for Lot 1, Block 1 for a multiple
family building in the RH-2 District that exceeds 45 feet in height. Section 11-4-7 lists the
following performance standards for conditional use permits:
A. The use and the site in question shall be served by a street of sufficient capacity to
accommodate the type and volume of traffic which would be generated and adequate
right of way shall be provided.
The site will have access from 165th Street, a major collector street. This street is of
sufficient capacity to serve the site.
B. The site design for access and parking shall minimize internal as well as external traffic
conflicts and shall be in compliance with chapter 19 of the Zoning Ordinance.
Vehicle access to the site will be from 165th Street on the south. Access to the
underground parking is available on the southwest side of the building via a driveway off
the main driveway access. The surface parking spaces are arranged to provide a looped
drive to facilitate traffic flow through the site.
C. If applicable, a pedestrian circulation system shall be clearly defined and appropriate
provisions made to protect such areas from encroachment by parked or moving vehicles.
Two sidewalk connections are provided from the trail along the north side of 165th Street.
Additionally, a sidewalk is proposed around the greenspace on the site and to provide a
connection to the Hosanna church parking lot to the east. The parking space where the
sidewalk connects to the Hosanna parking lot should be striped and signed for “No
Parking” to maintain the access to the parking lot. A maintenance agreement will be
required with the final plat for the sidewalk crossing from the Estoria Lakeville site to the
Hosanna Church site.
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D. Adequate off street parking and off street loading shall be provided in compliance with
chapters 19 and 20 of the Zoning Ordinance.
Section 11-19-13 of the Zoning Ordinance requires senior independent living units to
provide 1.0 space per dwelling unit. The Estoria Lakeville building provides a total of 127
parking spaces, for an average of 1.4 parking spaces per unit.
The underground parking garage has 102 parking spaces, which meets the requirement of
one underground parking stall per unit. Six of the spaces are designated for electric cars
and another four are reserved as handicap accessible spaces. Twelve of the underground
spaces are 45 degree angled spaces while the remaining 90 are 90 degree angle spaces. The
surface lot has 25 parking spaces, including two handicap accessible spaces. Two of the
surface spaces are parallel spaces along the east side, where the parking lot is widened to
accommodate the spaces. All of the surface and underground spaces and drive aisles meet
the requirements of Section 11-19-7.I of the Zoning Ordinance.
E. Loading areas and drive-up facilities shall be positioned so as to minimize internal site
access problems and maneuvering conflicts, to avoid visual or noise impacts on any
"adjacent" residential use or district, and provided in compliance with chapter 20 of this
title.
The building’s main entrance is at the north end of the surface parking lot, which has a
loop configuration to allow for vehicle circulation. The building’s layout is such that the
building buffers the surface parking lot from the Crystal Park townhomes to the west.
F. Whenever a nonresidential use "is adjacent to" a residential use or district, a buffer area
with screening and landscaping shall be provided in compliance with chapter 21 of this
title.
Not applicable.
G. General site screening and landscaping shall be provided in compliance with chapter
21 of this title.
A mix of overstory and evergreen trees are proposed along the perimeter of the site. The
evergreens are primarily along the east and west sides of the site, providing a buffer to the
Crystal Park townhomes to the west and the Hosanna Church parking lot to the east.
Overstory trees along the south property line will help buffer the view from the single-
family homes south of 165th Street to the Estoria Lakeville building. The site includes
significant foundation plantings as well as plantings around the garden area, pickleball
courts, and dog run. A security must be submitted with the final plat to ensure the
landscaping is completed consistent with the approved landscape plan.
H. All exterior lighting shall be so directed so as not to cast glare toward or onto the
public right of way or neighboring residential uses or districts, and shall be in compliance
with section 11-16-17 of the Zoning Ordinance.
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The photometric plan shows the locations of light poles within the parking lot around the
site. All lighting must be shielded, downcast type fixtures to prevent glare onto adjacent
streets and properties. The height above ground for the bases, poles, and fixtures cannot
exceed 35 feet. The photometric plans show that the proposed light levels meet the
requirements of Section 11-16-17 of the Zoning Ordinance.
I. Potential exterior noise generated by the use shall be identified and mitigation measures
as may be necessary shall be imposed to ensure compliance with section 11-16-25 of the
Zoning Ordinance.
The site and building plans do not show any exterior mechanical equipment locations.
Any ground level or rooftop mechanical equipment added to the site must be screened.
J. The site drainage system shall be subject to the review and approval of the city engineer.
The Engineering Division has reviewed and approved the site drainage and utility plans.
See the December 28, 2022 Engineering memo for more information.
K. The architectural appearance and functional design of the building and site shall not be
so dissimilar to the existing or potential buildings and area so as to cause a blighting
influence. All sides of the principal and accessory structures are to have essentially the
same or coordinated, harmonious exterior finish materials and treatment.
The proposed building is four stories, with a building height of 61 feet. Section 11-17-7.E
states that building heights may exceed the established standard within an individual
zoning district by conditional use permit, provided that the site is capable of
accommodating the increased intensity of use, that the increased intensity of use does not
cause an increase in traffic volumes beyond the capacity of the surrounding streets, that
the public utilities and services are adequate, that for each additional 10 feet above the
maximum building height allowed in the RH-2 District that the front and side yard
setbacks be increased by five feet, that the increased height is not in conflict with airport
zoning regulations, and that the performance standards of Chapter 4 of the Zoning
Ordinance are considered and satisfied.
The request for the additional building height is primarily due to the peak roof over a few
portions of the building. Per Section 11-17-7.A, the building height for peak roofs are
measured to the mean height of the roof and not the peak of the roof, with the base of the
building being measured from the mean ground level around the building and not the
low point of the grade. This information is shown on Exhibit K, the building elevation
plans. Due to the building having a building height that is 16 feet above the 45 foot height
limit of the RH-2 District, the building setbacks have been increased from 30 feet to 40
feet to accommodate the additional height. The Developer has stated that the peak roof
was included in the building design to provide a more residential feel to the structure.
The RH-2 District requires that the exterior of multiple-family dwellings have a
minimum of 50% of the combined area of all elevation of a structure shall have an
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exterior finish of brick, stucco, and/or natural stone. The exterior materials include two
colors of brick (buff and charcoal) and three colors of fiber cement siding. The masonry
brick is 51% of the overall exterior material. One of the fiber cement materials has a wood
appearance while the other two are gray and charcoal and make up 49% of the overall
exterior material. Exhibit L includes the proposed color elevations of the building. The
proposed materials meet the requirements of the Zoning Ordinance.
L. Provisions shall be made for daily litter control, an interior location for recycling, and
trash handling and storage or an outdoor, enclosed receptacle area shall be provided in
compliance with section 11-18-11 of the Zoning Ordinance.
Trash and recycling will be stored within the underground garage area and will be
wheeled to garage access doors to be picked up by the trash hauler. Dumpsters may not
be stored outside the building.
M. All signs and informational or visual communication devices shall be in compliance
with chapter 23 of the Zoning Ordinance.
The Estoria Lakeville plans don’t indicate any signs at this time. Should the Developer
choose to add signage to the site in the future, a sign permit will be required prior to the
installation of any signs.
N. The use and site shall be in compliance with any federal, state or county law or
regulation that is applicable and any related permits shall be obtained and documented to
the city.
Not applicable.
O. Any applicable business licenses mandated by this code are approved and obtained.
Not applicable.
P. The hours of operation may be restricted when there is judged to be an incompatibility
with a residential use or district.
Not applicable
Q. The use complies with all applicable performance standards of the zoning district in
which it is located and where applicable, any nonconformities shall be eliminated.
Not applicable.
R. All additional conditions pertaining to a specific site are subject to change when the
council, upon investigation in relation to a formal request, finds that the general welfare
and public betterment can be served as well or better by modifying or expanding the
conditions set forth herein.
Not applicable.
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RECOMMENDATION
Planning Department staff recommends approval of the Estoria Lakeville preliminary
plat, conditional use permit, and easement vacation, subject to the following stipulations:
1. The recommendations listed in the December 28, 2022 engineering report.
2. Park dedication with be satisfied by a cash contribution to be paid with the final plat.
3. The parking space on the Hosanna Church property directly east of the sidewalk
connection from Estoria shall be striped and signed as “No Parking.”
4. Snow is required to be removed from the site if it cannot be accommodated on the
site outside of parking spaces.
5. A security must be submitted with the final plat to ensure the landscaping is
completed per the approved plan.
6. A zoning permit must be issued for the proposed fences, including around the
pickleball courts, garden, and the dog run.
7. A maintenance agreement for the sidewalk crossing property boundaries (to Hosanna
Church parcel to the east of the development site) is required with the final plat.
8. Prior to City Council consideration of the preliminary plat, the tree preservation
information must be shown in a table format with the required information on the
civil plans.
Findings of Fact for approval of the conditional use permit request are attached.
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
City of Lakeville
Public Hearing Notice
Estoria Lakeville
Location Map
165TH ST
162ND ST (CSAH 46)JAFFNA PLJAMISON PL166TH ST
163RD ST
JACKDAW PA T H
Estoria Lakeville
Proposed Senior
Housing Co-op
EXHIBIT A
City of Lakeville
Public Hearing Notice
Estoria Lakeville
Zoning Map
165TH ST
162ND ST (CSAH 46)JAFFNA PLJAMISON PL166TH ST
163RD ST
JACKDAW PA T H
Estoria Lakeville
Proposed Senior
Housing Co-op
EXHIBIT B
RS-2
RS-2
PUD
PUD
PUD
RH-2
RM-1
RM-2
O-RP/OS
PUD
RST-1
C-3
BEARINGS ARE BASED ON THE SOUTH LINE OF LOT 1,BLOCK 1, HOSANNA 4TH ADDITION WHICH ISASSUMED TO HAVE A BEARING OF N 89°54'51" WVICINITY MAPDENOTES FOUND 1/2 INCH IRON MONUMENT WITH CAPMARKED R.L.S. NO. 47481 UNLESS OTHERWISE NOTEDDENOTES SET 1/2 INCH BY 14 INCH IRON MONUMENTWITH CAP MARKED R.L.S. NO. 47481DRAINAGE AND UTILITY EASEMENTS BEING5 FEET IN WIDTH, UNLESS OTHERWISEINDICATED, ADJOINING LOT LINES, ANDBEING 10 FEET IN WIDTH, UNLESSOTHERWISE INDICATED, ADJOINING RIGHTOF WAY LINES, AS SHOWN ON THE PLAT.DRAINAGE AND UTILITY EASEMENTSARE SHOWN THUS:DRAWN BYDATEREVISIONSPL011CAD FILE1SS.GZJPROJECT NO.1SHEET 1 OF 1ESTORIA LAKEVILLE
LAKEVILLE 0INNESOTA
PRELIMINARY PLAT
FOR
EBENEZER SENIOR LIVING
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PHONE .. PKDPSWRQ#MUKLQF.FRP
PLANNERS ENGINEERS S8RVEYORS
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James R. Hill, Inc.The south 472.85 feet of Outlot A, CRYSTAL PARK, according to the recorded plat thereof, Dakota County,MinnesotaAndThat part of the south 504.20 feet of Lot 1, Block 1, HOSANNA 4TH ADDITION, according to the recordedplat thereof, Dakota County, Minnesota, which lies westerly of the following described line:Commencing at the southwest corner of said Lot 1; thence on an assumed bearing of South 89degrees 54 minutes 51 seconds East, along the south line of said Lot 1, a distance of 177.73 feet tothe point of beginning of the line to be described; thence North 00 degrees 00 minutes 00 secondsEast a distance of 293.06 feet; thence North 90 degrees 00 minutes 00 seconds East a distance of19.84 feet; thence thence North 00 degrees 00 minutes 00 seconds East a distance of 211.11 feetto the north line of said South 504.20 feet and said line there terminating.LEGAL DESCRIPTIONA. 1 BRXQGDU\EXHIBIT C
CATCH BASIN
RIM=995.29
E-INV=989.77
CATCH BASIN
RIM=999.65
N-INV=995.63
E-INV=995.68
CATCH BASIN
RIM=1011.33
24" H
D
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5" LOCUST41231
4" LOCUST41232
5" LOCUST41254
4" MAPLE41265
4" MAPLE41274
7" SPRUCE41706
6" SPRUCE41707
12" OAK41708
5" SPRUCE41709
6" SPRUCE417106" SPRUCE41711
6" SPRUCE41712
7" SPRUCE41713
8" SPRUCE417144" MAPLE41715
8" SPRUCE41716
11" OAK41717
10" OAK41718
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9" SPRUCE41727CONDTION: GOOD
7" SPRUCE41728CONDTION: GOOD
5" SPRUCE41729
5" SPRUCE41730CONDTION: GOOD
5" MAPLE41731
6" MAPLE41732
6" MAPLE41733CONDTION: GOOD
7" SPRUCE41734CONDTION: GOOD
6" SPRUCE41735CONDTION: GOOD
5" SPRUCE417364" SPRUCE41737 6" SPRUCE41738CONDTION: GOOD
5" SPRUCE41739
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%This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\RSP Architects\Ebenezer Lakeville Senior Co-op\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg November 16, 2022 - 5:21pmBYREVISIONSNo.DATE1CITY COMMENTS 11/07/2022 ZTRPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDEMO PLANC200EBENEZER LAKEVILLESENIOR CO-OPLEAPDEVELOPMENTLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DANIEL L. ELENBAASXX/XX/XXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16069303805/04/2022AS SHOWNDLEZTRDLE1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION
APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS,
PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE
PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE
MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT
DOCUMENTS.
2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE
DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS
REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND
RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE.
3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES.
UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION
MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY.
4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL
AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY
CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES
AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE
CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.
5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE
BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE
ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY
DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF
EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK.
6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT
LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND
PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY
COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES
BEFORE PRECEDING WITH THE WORK.
7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED
OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME
SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS
NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE
ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.
8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES,
ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION
MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH
LAKEVILLE, DAKOTA COUNTY COUNTY AND MN/DOT.
9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND
SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING
CONSTRUCTION.
10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.
11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS
REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF
THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND
REPAIR.
12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER
DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS
CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES
OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED
WATER MAIN SHUT OFFS WITH THE CITY OF LAKEVILLE DURING CONSTRUCTION. ANY COSTS
ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO
EXTRA COMPENSATION WILL BE PROVIDED.
13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS.
14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES.
15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER
IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH
ALL STATE OF MN REQUIREMENTS.
16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL
CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE
DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS.
17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO
ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER.
DEMOLITION PLAN NOTES
NORTH
LIMITS OF CONSTRUCTION
REMOVE BITUMINOUS SURFACE
REMOVE CONCRETE SURFACE
REMOVE BUILDING
REMOVE TREE
REMOVE CONCRETE CURB & GUTTER
REMOVE UTILITY LINES
PROPERTY LINE
EXISTING OVERHEAD POWER LINE
EXISTING CHAINLINK FENCE
EXISTING J-BARRIER
EXISTING RETAINING WALL
EXISTING SANITARY SEWEREXISTING STORM SEWER
EXISTING WATERMAIN
EXISTING GAS MAIN
EXISTING UNDERGROUND TELEPHONE
EXISTING UNDERGROUND CABLE
EXISTING CONTOUR
EXISTING SIGN
EXISTING FLARED END SECTION
EXISTING STORM MANHOLE
EXISTING STORM CATCHBASIN
EXISTING GAS METER
EXISTING POST INDICATOR VALVE
EXISTING WELL
EXISTING AUTOMATIC SPRINKLER
EXISTING ROOF DRAIN
EXISTING GATE VALVEEXISTING HYDRANT
EXISTING METAL COVER
EXISTING ELECTRICAL METER
EXISTING AIR CONDITIONER
EXISTING TELEPHONE MANHOLE
EXISTING CABLE BOX
EXISTING GUY WIRE
EXISTING POWER POLE
EXISTING LIGHT POLE
EXISTING TREE
CLEARING & GRUBBING
FILL & ABANDON UTILITY LINES
EXISTING TREE LINE
EXISTING CURB & GUTTER
LEGEND
FULL DEPTH SAWCUT
REMOVE STORM SEWER PIPE
REMOVE LIGHT POLE
EXHIBIT D
CATCH BASIN
RIM=995.29
E-INV=989.77
CATCH BASIN
RIM=999.65
N-INV=995.63
E-INV=995.68
CATCH BASIN
RIM=1011.33JAFFNA PLACE24" H
D
P 12" HDP12" HDP24" HDPBENCHMARK
7" SPRUCE41706
6" SPRUCE41707
12" OAK41708
5" SPRUCE41709
6" SPRUCE417106" SPRUCE41711
6" SPRUCE41712
7" SPRUCE41713
8" SPRUCE417144" MAPLE41715
8" SPRUCE41716
11" OAK41717
10" OAK41718
13" OAK4171914" OAK41720
7" SPRUCE41721
7" SPRUCE41722
7" SPRUCE417237" SPRUCE41724
7" SPRUCE41725
5" MAPLE41731
6" MAPLE41732
ST-21
ST-9 ST-10 ST-12 ST-14
ST-7 ST-8
ST-11
ST-13
ST-15
ST-5 ST-6
ST-20
ST-16
ST-17
ST-18
ST-19ST-4ST-3
ST-1 ST-2
CATCH BASIN
RIM=995.29
E-INV=989.77
CATCH BASIN
RIM=999.65
N-INV=995.63
E-INV=995.68
CATCH BASIN
RIM=1011.33JAFFNA PLACE24" H
D
P 12" HDP12" HDP24" HDPBENCHMARK
7" SPRUCE41706
6" SPRUCE41707
12" OAK41708
5" SPRUCE41709
6" SPRUCE417106" SPRUCE41711
6" SPRUCE41712
7" SPRUCE41713
8" SPRUCE417144" MAPLE41715
8" SPRUCE41716
11" OAK41717
10" OAK41718
13" OAK4171914" OAK41720
7" SPRUCE41721
7" SPRUCE41722
7" SPRUCE417237" SPRUCE41724
7" SPRUCE41725
5" MAPLE41731
6" MAPLE41732
ST-21
ST-9 ST-10 ST-12 ST-14
ST-7 ST-8
ST-11
ST-13
ST-15
ST-5 ST-6
ST-20
ST-16
ST-17
ST-18
ST-19ST-4ST-3
ST-1 ST-2 10001005
996
997
9989991001
1002
1003
1004
100610071008
10099951000100599499699799899910011002100310041006
1007
1000
1005
1010996
997
998
999
1001
1002
1003
1004
1006
1007
1008
10091011
1012
1013101430.0'2.61%3.61%
3.
1
1
%
3
.02%2.43%
2.
7
1%
2.
7
7
%
3
.
0
5%2.8
2%2.80%2.67%2
.
7
7%
A
B
B
B
C
C
D
D
D
PROTECT IN PLACE EXISTING TREES
WITH TREE PROTECTION FENCE
75.0'This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\RSP Architects\Ebenezer Lakeville Senior Co-op\3 Design\CAD\PlanSheets\C3-EROS PH1 PLAN.dwg November 16, 2022 - 5:22pmBYREVISIONSNo.DATE1CITY COMMENTS 11/07/2022 ZTRPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOREROSIONCONTROL & TREEPRESERVATIONPLAN - PHASE 1C300EBENEZER LAKEVILLESENIOR CO-OPLEAPDEVELOPMENTLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DANIEL L. ELENBAASXX/XX/XXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16069303805/04/2022AS SHOWNDLEZTRDLENORTH
EROSION CONTROL PLAN NOTES
1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE
INSTALLED PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING.
3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES.
4. WITHIN ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE
STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR
MATERIALS.
5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN
ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS.
6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING
THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE
CONSTRUCTION.
7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE
CONTRACTOR.
8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED.
9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO
EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS
NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS.
10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER
FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS.
UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER,
PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL
AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.,
IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN
LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS.
BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:
1. INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS.
2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT
PIT (1) AND INSTALL SILT FENCE.
3. PREPARE TEMPORARY PARKING AND STORAGE AREA.
4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS.
5. PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING.
ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS.
6. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES.
7. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION,
DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS
REQUIRED BY NPDES AND/OR CITY OF LAKEVILLE GRADING PERMIT.
SEQUENCE OF CONSTRUCTION:
ROCK ENTRANCE
INLET PROTECTION
SILT FENCE
LIMITS OF DISTURBANCE, OFFSET FOR CLARITY
SAFETY FENCE
LEGEND
KEYNOTE LEGEND
ROCK CONSTRUCTION ENTRANCE
SILT FENCE
BIOROLL
INLET PROTECTION
A
B
C
D
EROSION CONTROL BLANKET
BIOROLL
TREE PROTECTION (SEE LANDSCAPE DETAILS)
EXHIBIT E
7" SPRUCE41706
6" SPRUCE41707
12" OAK41708
5" SPRUCE41709
6" SPRUCE417106" SPRUCE41711
6" SPRUCE41712
7" SPRUCE41713
8" SPRUCE417144" MAPLE41715
8" SPRUCE41716
11" OAK41717
10" OAK41718
13" OAK4171914" OAK41720
7" SPRUCE41721
7" SPRUCE41722
7" SPRUCE417237" SPRUCE41724
7" SPRUCE41725
5" MAPLE41731
6" MAPLE41732
ST-21
ST-9 ST-10 ST-12 ST-14
ST-7 ST-8
ST-11
ST-13
ST-15
ST-5 ST-6
ST-20
ST-16
ST-17
ST-18
ST-19ST-4ST-3
ST-1 ST-2 NO PARKING1.48%1.19%1.41%0.81%
1
.
3
5%
0.81%
1.56%
1.85%2.43%2.31%3.21%
5.42%12.72%
22.
4
5
%12.94%
20.75%
1.
5
4
%
23.44%25.27%27.09%26.63%21.76%10.13%3.01%5.65%1.66%1.62%1.00%1.00%0.99%2.15%1010100610071008100810081009
1
0
0
5
100610071
0
0
8
1009100510061007100010009969979989991001100110021002
10001005996
997
998
999100110021003100410061007100099910011002100310041000
1005
996
997
998
999
10011002
10031004
10061007
1006100730.0'75.0'A
B
B
B
C
C
D
D
D
D
D
D
D
D
PROTECT INFILTRATION AREAS FROM HEAVY
EQUIPMENT WITH SILT FENCE DURING CONSTRUCTION
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\RSP Architects\Ebenezer Lakeville Senior Co-op\3 Design\CAD\PlanSheets\C3-EROS PH2 PLAN.dwg November 16, 2022 - 5:23pmBYREVISIONSNo.DATE1CITY COMMENTS 11/07/2022 ZTRPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C301EBENEZER LAKEVILLESENIOR CO-OPLEAPDEVELOPMENTLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DANIEL L. ELENBAASXX/XX/XXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16069303805/04/2022AS SHOWNDLEZTRDLENORTH
EROSION CONTROL PLAN NOTES
1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE
INSTALLED PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING.
3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES.
4. WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE
STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR
MATERIALS.
5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN
ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS.
6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING
THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE
CONSTRUCTION.
7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE
CONTRACTOR.
8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED.
9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO
EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS
NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS.
10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER
FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS.
UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING,
LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL
STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE
THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR
THROUGHOUT THE CONSTRUCTION PROCESS.
BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:
1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL
BE INACTIVE FOR 7 DAYS OR MORE.
2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM,
CURBS AND GUTTERS.
3. INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS
EACH INLET STRUCTURE IS INSTALLED.
4. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO
FINAL GRADE.
5. PREPARE SITE FOR PAVING.
6. PAVE SITE AND INSTALL STRIPING.
7. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK
PROGRESSES.
8. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL
AREAS.
9. OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE
SITE HAS BEEN FULLY STABILIZED THEN:
1. REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL
DEVICES
2. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS.
SEQUENCE OF CONSTRUCTION:
ROCK ENTRANCE
INLET PROTECTION
SILT FENCE
LIMITS OF DISTURBANCE, OFFSET FOR CLARITY
SAFETY FENCE
BIOROLL
LEGEND
EROSION CONTROL BLANKET
KEYNOTE LEGEND
ROCK CONSTRUCTION ENTRANCE
SILT FENCE
BIOROLL
INLET PROTECTION
A
B
C
D
7" SPRUCE41706
6" SPRUCE41707
12" OAK41708
5" SPRUCE41709
6" SPRUCE417106" SPRUCE41711
6" SPRUCE41712
7" SPRUCE41713
8" SPRUCE417144" MAPLE41715
8" SPRUCE41716
11" OAK41717
10" OAK41718
13" OAK4171914" OAK41720
7" SPRUCE41721
7" SPRUCE41722
7" SPRUCE417237" SPRUCE41724
7" SPRUCE41725
5" MAPLE41731
6" MAPLE41732
ST-21
ST-9 ST-10 ST-12 ST-14
ST-7 ST-8
ST-11
ST-13
ST-15
ST-5 ST-6
ST-20
ST-16
ST-17
ST-18
ST-19ST-4ST-3
ST-1 ST-2 NO PARKING7" SPRUCE41706
6" SPRUCE41707
12" OAK41708
5" SPRUCE41709
6" SPRUCE417106" SPRUCE41711
6" SPRUCE41712
7" SPRUCE41713
8" SPRUCE417144" MAPLE41715
8" SPRUCE41716
11" OAK41717
10" OAK41718
13" OAK4171914" OAK41720
7" SPRUCE41721
7" SPRUCE41722
7" SPRUCE417237" SPRUCE41724
7" SPRUCE41725
5" MAPLE41731
6" MAPLE41732
ST-21
ST-9 ST-10 ST-12 ST-14
ST-7 ST-8
ST-11
ST-13
ST-15
ST-5 ST-6
ST-20
ST-16
ST-17
ST-18
ST-19ST-4ST-3
ST-1 ST-2
5' PARKING SETBACK
5' PARKING SETBACK
5' PARKING SETBACK
30' REAR BUILDING SETBACK REQUIRED
R8.0'R8.0'
R8.0'
R8.0'23.0'10.0'
26.0'26.0'26.0'26.0'6.0'7.0'4.0'18.0'9.0'24.0'
26.0'17.0'12.0'17.0'10.5'12.0'17.0'7.0'
24.0'10.0'5.0'
5.0'7.0'30.0'60.0'
70.0'
12.0'60.0'R10.0'
R30.0'
R25.0'
R25.0'
R25.0'
R25.0'
R10.0'
R26.0'
15' PARKING SETBACK311.7'69.8'
275.8'80.9'40' SIDE BUILDING SETBACK PROVIDED
PROPOSED STORMWATER
BASIN
10.0'
EXISTING DRAINAGE AND UTILITY EASEMENT
38.0'15.0'PROPOSED STAIRS
40' SIDE BUILDING SETBACK (CUP)
40' REAR BUILDING SETBACK (CUP)
40' SIDE BUILDING SETBACK (CUP)
30' SIDE BUILDING SETBACK REQUIRED
40' FRONT BUILDING SETBACK (CUP)
30' FRONT BUILDING SETBACK REQUIRED
30' SIDE BUILDING SETBACK REQUIRED
115' FRONT BUILDING SETBACK PROVIDED
40' SIDE BUILDING SETBACK PROVIDED
40' REAR BUILDING SETBACK PROVIDED
COMMERCIAL DRIVEWAY ENTRANCE
B
B
B
B
B
B
B
B
B
B
B
B
C
C
C
C
C
C
C
A A
A
A
A
A
A
A
PREPARED FORSITE PLANC400EBENEZER LAKEVILLESENIOR CO-OPLEAPDEVELOPMENTLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DANIEL L. ELENBAASXX/XX/XXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16069303805/04/2022AS SHOWNDLEZTRDLEBUILDING DATA SUMMARY
AREAS
PROPOSED PROPERTY 4.01 AC
BUILDING AREA 0.88 AC (22% OF TOTAL
PROPERTY AREA)
PARKING
REQUIRED PARKING 89 SPACES @ 1 STALL PER
DWELLING UNIT
PROPOSED OFF STREET PARKING
PARKING LOT / GARAGE PARKING 23 SPACES / 102 SPACES
ADA STALLS REQ'D / PROVIDED 6 STALLS / 6 STALLS
PROPERTY SUMMARY
EBENEZER LAKEVILLE SENIOR CO-OP
TOTAL PROPERTY AREA 4.01 AC
PROPOSED IMPERVIOUS AREA 2.31 AC
PROPOSED PERVIOUS AREA 2.18 AC
TOTAL DISTURBED AREA 5.19 AC
ZONING SUMMARY
EXISTING ZONING RM2/PUD
PROPOSED ZONING PUD
PARKING SETBACKS SIDE/REAR = 5'
ROAD = 15'
BUILDING SETBACKS
FRONT = 50'
SIDE = 30'
REAR = 30'
PROPOSED CURB AND GUTTER
PROPERTY LINE
PROPOSED FENCE
SETBACK LINE
RETAINING WALL
PROPOSED STANDARD DUTY ASPHALT
PROPOSED CONCRETE PAVEMENT
PROPOSED STORMWATER MANAGEMENT AREA
PROPOSED CONCRETE SIDEWALK
LEGEND
PROPOSED HEAVY DUTY ASPHALT
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\RSP Architects\Ebenezer Lakeville Senior Co-op\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg November 16, 2022 - 5:25pm©BYREVISIONSNo.DATE1CITY COMMENTS 11/07/2022 ZTRPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES
AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,
PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
3. ALL INNER CURBED RADII ARE TO BE <3'> AND OUTER CURBED RADII ARE TO BE <10'> UNLESS
OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.
4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR
RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED
ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC
SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND
SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY
JAMES R. HILL, DATED 10/21/2021.
KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS
CONTAINED THEREIN.
8. TOTAL LAND AREA IS 4.00 ACRES.
9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR
GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION
AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON /
MONUMENT SIGN.
10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL
PLAN.
11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND
STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR
PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON
PLANS OTHERWISE.
12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.
13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY
DIMENSIONS.
14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.
15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.
16. ALL PARKING STALLS TO BE <9'> IN WIDTH AND <18'> IN LENGTH UNLESS OTHERWISE
INDICATED.
17. THERE ARE 0.00 ACRES OF WETLAND IMPACTS.
NORTH
Lock to Lock TimeTrackWidth ::
:
feet
Tower11
6.010.0010.00
21.677.50
47.00
Steering Angle 45.0:
1
KEYNOTE LEGEND
B612 CURB & GUTTER (TYP.)
TRANSITION CURB
FLAT CURB
A
B
C
EXHIBIT F
7" SPRUCE41706
6" SPRUCE41707
12" OAK41708
5" SPRUCE41709
6" SPRUCE417106" SPRUCE41711
6" SPRUCE41712
7" SPRUCE41713
8" SPRUCE417144" MAPLE41715
8" SPRUCE41716
11" OAK41717
10" OAK41718
13" OAK4171914" OAK41720
7" SPRUCE41721
7" SPRUCE41722
7" SPRUCE417237" SPRUCE41724
7" SPRUCE41725
5" MAPLE41731
6" MAPLE41732
ST-21
ST-9 ST-10 ST-12 ST-14
ST-7 ST-8
ST-11
ST-13
ST-15
ST-5 ST-6
ST-20
ST-16
ST-17
ST-18
ST-19ST-4ST-3
ST-1 ST-2 NO PARKING100010051005100510
0
5
1005
1005100
5
1010
10109999999991001100210031004100410041004100
410061
0
0
6 100610061006100710071007100710071008
100810
0
9
1009101110111000100099699699799799899899999910011001100210021003 100410041000
1005
997
998
999
1001
100210031004
1006
1007
100010059991001100210031004 995
1000100010009949969979989991001
995
1000
10051010
996
997
998
999
1001
1002
1003
10041006100710081009
10111012
1013232 LF - 24" HDPE @ 0.29%
132 LF - 24" HDPE @ 0.30%9.05%8.
9
9
%
9.26
%4.60%1.85%
1.65%
1
.
7
6%
1
.
3
5%0.82%1.61%
2.03%
1.63%
3.21%2.31%1.60%1.62%1.00%1.00%4:112:112:14:1
3:1 1.69%1.05%1.78%1.82%
0.94%
1.82%
1.46%
1.80
%4:14:10.69%0
.
9
7%
1.53%
2
.
5
0%1.02%0.58%
4.99%10.92%3.
5
9%
4.
6
5%1.01%8.69%3:11000
1000996997998999995
991992993994
996
996996185 LF - 12" HDPE
@ 1.94%
G:1007.31
G:1007.33
G:1007.40 G:1007.22
G:1007.15
G:1007.13
G:1007.05
G:1007.23
G:1007.34
G:1007.31
G:1007.02
G:1007.23
G:1007.38
G:1007.42
G:1007.51
G:1007.76
G:1007.83
G:1007.69
G:1007.23
G:1008.57
G:1006.50
G:1005.36
G:1000.39
1007.50
1008.00
G:1007.88
G:1007.88
1007.82
G:1007.70
G:1007.70
1007.82
1007.82
1006.63
1006.63 1007.82
G:1007.77
G:1007.771007.91
1007.91
1007.91
1006.62
G:1007.911007.96
1006.63
1007.82 G:1007.67
G:1007.64
1007.82
1007.82 1007.821006.63
1007.821008.00 G:1007.54
1007.82
1007.82
1007.851007.90 1007.81
1007.91
1007.63
1007.72
1007.60 1007.55
1007.92
1007.60
1007.92
G:1007.27
G:1007.39
1009.52
1009.62
1010.02
1010.09
1010.50
ME:1010.89ME:1010.79
1010.17
1010.15
1009.29
1009.56
1008.60
1008.55
1008.50
1008.61
1006.28
1005.76
1007.76
1007.69
1008.21
1008.21
1009.52 1008.55
1006.98
1007.64
1006.40
1005.88
1005.33
1004.89
1005.01
1005.45
1007.76
1007.69
1007.74
1007.79
1007.79
1007.76
1007.67
1007.61
1007.65
1007.63
1004.42
1003.981004.10
1004.54
1003.471003.59
1004.99
998.50
1007.50
1007.52
1007.52
1007.90
1007.50
1008.001005.49
1007.92
1007.91
1007.73
1007.83
1004.78
1004.64
1003.50 1003.48
1002.55
1002.60
ME:1007.28 ME:1007.36
G:999.24
LP:1006.80LP:1006.80
G:1007.32
G:1007.38
G:1007.41
G:1007.60
G:1007.78
1009.42
1009.52
1010.611010.51
1010.401001.12
1000.71
1007.91
1007.91
G:1007.81
G:1007.84 G:1008.22
1007.74
G:1007.64
G:1007.48
G:1006.29
G:1006.70
G:1008.20
G:1009.06 G:1009.16
ME:1008.04 ME:1008.91
ME:1002.44
ME:1002.28
ME:995.17
49 LF - 12" PVC
@ 2.34%
15 LF - 12" PVC
@ 2.00%
CBMH #103
RE:1003.59
IE:986.34 E
IE:986.44 W
IE:986.24 N
CBMH #102
RE:996.93
IE:985.57 S
IE:985.47 W
CBMH #101
RE:996.00
IE:985.08 E
IE:985.18 S
IE:985.08 N
SKIMMER #104
RE:1006.00
IE:990.03 E
RD#2
IE:994.30 N
SKIMMER #105
RE:994.80
IE:991.04 E
IE:986.33 N
G:996.00 G:996.00
FFE = 1008.00' = ARCH 100'
BFE = 996.00' = ARCH 88'
10.0'
DRAINAGE AND UTILITY EASEMENT
INFILTRATION POND
BOTTOM: 990.8'
10-YR HWL: 994.0'
100-YR HWL: 994.9'
PLACE RIP-RAP ALONG
INFILTRATION POND SIDE
SLOPES FROM 990.8' TO 994.0'
BIO FILTRATION SYSTEM
BOTTOM: 1002.4'
10-YR HWL: 1004.3'
100-YR HWL: 1004.5'
1007.53
1007.88
1006.63
1006.63
10.0'
EXISTING DRAINAGE AND UTILITY EASEMENT
4.40%2.00%1006.25
1006.25
ST-19
IE:994.00 S
ME:1005.82
ME:1006.11
ME:1006.14
ME:1006.31
ME:1006.23
ME:1006.00
ME:1005.84
ME:1002.74 ME:1002.76
ME:1002.89
ME:1002.85
ME:1002.62
ME:1002.49
ME:998.62
ME:998.87 ME:998.87
ME:998.96
ME:998.94
ME:998.70
ME:998.63
ME:996.95
ME:997.00
ME:996.93
ME:996.98
G:1008.10
ME:1007.52
ME:1006.55
ME:1005.47
ME:1004.69
ME:1003.66
ME:1002.70
ME:1001.66
ME:1000.83
ME:999.93
ME:999.02
ME:997.77
ME:996.87
ME:996.48
ME:996.53
ME:995.25
ME:995.42
ME:995.93
ME:996.58
ME:1008.15
ME:1008.10
ME:1007.84ME:1007.55
ME:1007.21
ME:1006.35
ME:1005.21
ME:1004.54
ME:1003.45
ME:1002.65
ME:1001.46
ME:1000.75
ME:999.71
ME:998.93
ME:997.63
ME:996.88
PROPOSED SWALE 2% MIN
1001.311001.64
998.76999.09
997.20997.53
994.90995.23
998.05998.38
997.35997.68
998.50
FES-16
IE:990.80 W
EOF:1007.77
EOF:995.00
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\RSP Architects\Ebenezer Lakeville Senior Co-op\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg November 16, 2022 - 5:26pm©BYREVISIONSNo.DATE1CITY COMMENTS 11/07/2022 ZTRPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC500EBENEZER LAKEVILLESENIOR CO-OPLEAP DEVELOPMENTLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DANIEL L. ELENBAASXX/XX/XXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16069303805/04/2022AS SHOWNDLEZTRDLENORTH
GRADING PLAN NOTES
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LAKEVILLE,
SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ 1-800-252-1166 AT LEAST TWO
WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR 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.
PROPOSED STORM SEWER
PROPOSED STORM SEWER
PROPERTY LINE
EXISTING CONTOUR
PROPOSED CONTOUR925
PROPOSED SPOT ELEVATION100.00
LEGEND
PROPOSED HIGH POINT ELEVATION HP: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
T/G:0.0
EOF:0.0
0.0%PROPOSED DRAINAGE DIRECTION
0.00%PROPOSED ADA SLOPE
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
1 1
EXHIBIT G
T
7" SPRUCE41706
6" SPRUCE41707
12" OAK41708
5" SPRUCE41709
6" SPRUCE417106" SPRUCE41711
6" SPRUCE41712
7" SPRUCE41713
8" SPRUCE417144" MAPLE41715
8" SPRUCE41716
11" OAK41717
10" OAK41718
13" OAK4171914" OAK41720
7" SPRUCE41721
7" SPRUCE41722
7" SPRUCE417237" SPRUCE41724
7" SPRUCE41725
5" MAPLE41731
6" MAPLE41732
ST-21
ST-9 ST-10 ST-12 ST-14
ST-7 ST-8
ST-11
ST-13
ST-15
ST-5 ST-6
ST-20
ST-16
ST-17
ST-18
ST-19ST-4ST-3
ST-1 ST-2 NO PARKING101 LF 8" DIP
4" DOMESTIC WATER SERVICE
15 LF W/ GATE VALVE
8" FIRE SERVICE
15 LF W/ GATE VALVE
177LF 6" DIP
CONNECT TO EXISTING WATERMAIN STUB WITH GATE VALVE
10 LF 8" DIP
6" FIRE HYDRANT ASSEMBLY
8"X4"X8" TEE
8"X8"X6" TEE
6" 45° BEND
UTILITY CONTINUATION #1
SS-1
SANITARY SERVICE CONNECTION
IE:983.11 N
224 LF - 8" PVC
@ 0.50%
224 LF - 8" PVC
@ 0.50%
10.0'
EXISTING
DRAINAGE AND
UTILITY EASEMENT
22 LF 8" DIP
230 LF 8" DIP
11 LF 8" DIP
8" 45° BEND
8" 45° BEND 8" 45° BEND
8" 45° BEND
224 LF - 8" PVC
@ 0.50%
ST-2
48" SSWR MH
CONSTRUCT MANHOLE OVER
EXISTING SANITARY SEWER
RE: 986.00 (FIELD VERIFY)
IE:980.86 S
10.0'
EXISTING
DRAINAGE AND
UTILITY EASEMENT
SS-5
SSWR MH
RE:985.51
IE:981.98 S
IE:981.98 N
225 LF - 8" PVC
@ 0.50%This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\RSP Architects\Ebenezer Lakeville Senior Co-op\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg November 16, 2022 - 5:27pmBYREVISIONSNo.DATE1CITY COMMENTS 11/07/2022 ZTRPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC600EBENEZER LAKEVILLESENIOR CO-OPLEAPDEVELOPMENTLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DANIEL L. ELENBAASXX/XX/XXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16069303805/04/2022AS SHOWNDLEZTRDLEUTILITY PLAN NOTES
1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF
PROPOSED UTILITIES.
2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS:
8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP
8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP
6" PVC SCHEDULE 40 PER ASTM D-1785
DUCTILE IRON PIPE PER AWWA C150
3. WATER LINES SHALL BE AS FOLLOWS:
6" AND LARGER, PVC C-900 PER ASTM D 2241
CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150
4" AND LARGER DUCTILE IRON PIPE PER AWWA C150
SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER
ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241.
4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.
5. ALL WATER JOINTS ARE TO BE 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.
6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18"
VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR
STRUCTURE).
7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES.
8.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 LINE SHALL BE SCH. 40 OR C900 WITH 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" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR
ANSI 21.11 (AWWA C-151) (CLASS 50).
9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE
BACKFILLING.
10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED
PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN
GREEN AREAS, WITH WATERTIGHT LIDS.
11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION
STRENGTH AT 3000 P.S.I.
12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW
LINES.
13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.
14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY
OF LAKEVILLE AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION
OF THE WATER AND SEWER LINES.
15. THE 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.
16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR
CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES.
17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION
REQUIREMENTS AND SPECIFICATIONS.
18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND
ELECTRICAL PLAN.
19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE
INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS.
20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND
MAINTAINED.
21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION
BLOCKING.
SANITARY SEWER MANHOLE
STORM SEWER
SANITARY SEWER
WATERMAIN
GATE VALVE
HYDRANT
TEE
REDUCER
UNDERGROUND ELECTRIC
TELEPHONE
GAS MAIN
LEGEND
CO SANITARY CLEANOUTCO
EXISTING PROPOSED
NORTH
Scale: 1" = 30'
UTILITY CONTINUATION #1
NORTH
1
1
1
1
EXHIBIT H
NO PARKING2 - GD5 - TH-O21 - QM19 - TH-O24 - BV130 - HR24 - HR3 - BF20 - SP-N33 - AR-M1 - QM10 - PN-O22 - SP-B3 - BF3 - SP-B36 - PN-O46 - SP-N3 - GI-220,581 sf - SOD25 - BF3 - PR3 - JE21 - GD1 - GD1 - GD27 - BU-D3 - PC21 - PD9 - AR-M3 - PR3 - JE23 - PR3 - JE22 - AN8 - TA196 - CA-A44 - BU-D8 - CO-S8 - PH-U47 - RI-A48 - PN-O10,149 sf - SOD8,829 sf - SOD2,676 sf - PM4 - BN6 - BE-P21 - SP-B6 - TX-M11 - SP-B34 - SP-E1 - TH-O21 - TH-O220 - TX-M88 - PN-O16 - BF12 - TX-M9 - TX-M2 - TX-M2 - US1 - US3 - BV3 - GD3 - JE21 - PR3 - QM2 - QM2 - QM6 - BF95 - CA-A100 - RI-A109 - TH-O46 - CA-A48 - AT-S2 - IR-S5 - LI-K6 - PE-A32 - LI-K4 - PE-A15 - NE-F18 - EC-P2 - BA-A8 - PE-A15 - NE-F2 - BA-A18 - EC-P4 - PE-A12 - SP-N31 - EC-P30 - SC-M39 - SP-H1 - PT21 - PT24,225 sf - SOD3,283 sf - SOD7,053 sf - SOD8,594 sf - SOD22,584 sf - SODGARDEN AREA (739 sf)2 - PRGARDEN AREA (739 sf)5 - MA-H85 - AR-A14 - BA-A20,581 sf - SOD2DECIDUOUS TREESCODEBOTANICAL NAMEAN ACER X FREEMANII `SIENNA` TMBN BETULA NIGRA `CULLY` TMBV BETULA PAPYRIFERA `VAREN` TMBF BETULA PLATYPHYLLA 'FARGO' TMBE-P BETULA POPULIFOLIA `WHITESPIRE`GI-2 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TMGD GYMNOCLADUS DIOICAPT2 POPULUS TREMULOIDES `NE ARB`QM QUERCUS MACROCARPATA TILIA AMERICANA `BOULEVARD`US ULMUS AMERICANA `ST. CROIX`EVERGREEN TREESCODEBOTANICAL NAMEJE2 JUNIPERUS VIRGINIANAPD PICEA GLAUCA `DENSATA`PC2 PINUS CEMBRAPR PINUS RESINOSATH-O2 THUJA OCCIDENTALIS 'TECHNY'FRUIT TREESCODEBOTANICAL NAMEMA-H MALUS X 'HONEYCRISP'SHRUBSCODEBOTANICAL NAMEAR-M ARONIA MELANOCARPA `UCONNAM165`BU-D BUDDLEIA DAVIDII `WINDY HILL`CO-S CORNUS SERICEAHR HYDRANGEA ASPERAPH-U PHYSOCARPUS OPULIFOLIUS `UMNHARPELL` TMRI-A RIBES ALPINUMSP-B SPIRAEA BETULIFOLIA 'TOR GOLD' TMSP-N SPIRAEA NIPPONICA `SNOWMOUND`TX-M TAXUS X MEDIA `EVERLOW`TH-O THUJA OCCIDENTALIS `BAILJOHN` TMGRASSESCODEBOTANICAL NAMECA-A CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`PN-O PENNISETUM ORIENTALE `TALL`SC-M SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA'SP-E SPOROBOLUS HETEROLEPISSP-H SPOROBOLUS HETEROLEPISPERENNIALSCODEBOTANICAL NAMEAT-S ALLIUM TANGUTICUM 'SUMMER BEAUTY'AR-A ARUNCUS AETHUSIFOLIUSBA-A BAPTISIA AUSTRALISEC-P ECHINACEA PURPUREA 'RUBINSTERN'IR-S IRIS SIBIRICA 'CAESAR'S BROTHER'LI-K LIATRIS SPICATA 'KOBOLD'NE-F NEPETA X FAASSENII 'WALKER'S LOW'PE-A PEROVSKIA ATRIPLICIFOLIA 'BLUE JEAN BABY'GROUND COVERSCODEBOTANICAL NAMESOD2 NO-MOW FESCUEPM PRARIE MOON SEED MIXSOD SODPLANT LEGEND© 310 South 4th Avenue, Suite 7050Minneapolis, MN 55415 p: 612.332.7522NORTH0SCALE:4832161/16" = 1'-0"EXHIBIT I
DECIDUOUS TREESCODE QTY BOTANICAL / COMMON NAMESIZECONT. NOTESAN 2 ACER X FREEMANII `SIENNA` TM / SIENNA GLEN MAPLE2.5" CAL.B&BBN 4 BETULA NIGRA `CULLY` TM / HERITAGE RIVER BIRCH8` HT. MULTI-STEM B&BBV 7 BETULA PAPYRIFERA `VAREN` TM / PRAIRIE DREAM BIRCH2.5" CAL.B&BBF33BETULA PLATYPHYLLA 'FARGO' TM / DAKOTA PINNACLE WHITE BIRCH2.5" CAL.B&B SINGLE STEMBE-P 6 BETULA POPULIFOLIA `WHITESPIRE` / WHITESPIRE BIRCH10` HT. CLUMP B&BGI-2 3 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TM / SKYLINE THORNLESS HONEY LOCUST 2.5" CAL.B&BGD 8 GYMNOCLADUS DIOICA / KENTUCKY COFFEETREE2.5" CAL.B&BPT2 2 POPULUS TREMULOIDES `NE ARB` / PRAIRIE GOLD ASPEN2.5" CAL.B&BQM9QUERCUS MACROCARPA / BUR OAK2.5" CAL.B&BTA 8 TILIA AMERICANA `BOULEVARD` / BOULEVARD LINDEN2.5" CAL.B&BUS 3 ULMUS AMERICANA `ST. CROIX` / ST. CROIX AMERICAN ELM2.5" CAL.B&BEVERGREEN TREES CODEQTYBOTANICAL / COMMON NAMESIZECONT. NOTESJE212JUNIPERUS VIRGINIANA / EASTERN RED CEDAR8` HT.B&BPD 1 PICEA GLAUCA `DENSATA` / BLACK HILLS SPRUCE8` HT.B&BPC23PINUS CEMBRA / SWISS STONE PINE8` HT.B&BNATURAL FORM, SINGLE LEADERPR 12 PINUS RESINOSA / RED PINE8` HT.B&BTH-O226THUJA OCCIDENTALIS 'TECHNY' / TECHNY ARBORVITAE8` HT.B&B3" CALFRUIT TREESCODEQTYBOTANICAL / COMMON NAMESIZECONT. NOTESMA-H5MALUS X 'HONEYCRISP' / HONEYCRISP APPLE2" CAL.CONT.TREE SCHEDULESHRUBSCODE QTY BOTANICAL / COMMON NAMESIZE CONT. NOTESSPACINGAR-M 43ARONIA MELANOCARPA `UCONNAM165` / LOW SCAPE MOUND CHOKEBERRY #2POT SPACE 3`-0" O.C.36" o.c.BU-D71BUDDLEIA DAVIDII `WINDY HILL` / WINDY HILL BUDDLEIA5 GAL48" o.c.CO-S8CORNUS SERICEA / RED TWIG DOGWOOD#5CONT. SPACE 4`-0" O.C.54" o.c.HR154HYDRANGEA ASPERA / HYDRANGEA#548" o.c.PH-U 8PHYSOCARPUS OPULIFOLIUS `UMNHARPELL` TM / FIRESIDE NINEBARK#548" o.c.RI-A 147 RIBES ALPINUM / ALPINE CURRANT#5POT SPACE 4`-0" O.C.48" o.c.SP-B57SPIRAEA BETULIFOLIA 'TOR GOLD' TM / GLOW GIRL BIRCHLEAF SPIREA#2POT SPACE 3`-6" O.C.42" o.c.SP-N81SPIRAEA NIPPONICA `SNOWMOUND` / SNOWMOUND SPIREA#536" o.c.TX-M49TAXUS X MEDIA `EVERLOW` / EVERLOW YEW#548" o.c.TH-O109THUJA OCCIDENTALIS `BAILJOHN` TM / TECHNITO ARBORVITAE5` HEIGHT48" o.c.GRASSESCODEQTYBOTANICAL / COMMON NAMESIZE CONT. NOTESSPACINGCA-A337CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS #1CONT. PLANT AS SHOWN ON PLAN24" o.c.PN-O 182 PENNISETUM ORIENTALE `TALL` / FOUNTAIN GRASS#548" o.c.SC-M 30SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA' / BLUE HEAVEN LITTLE BLUESTEM#1POT SPACE 2`-0" O.C.24" o.c.SP-E 34SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED#1CONT.24" o.c.SP-H 39SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED#1POT SPACE 1`-6" O.C.18" o.c.PERENNIALS CODEQTYBOTANICAL / COMMON NAMESIZE CONT. NOTESSPACINGAT-S 48ALLIUM TANGUTICUM 'SUMMER BEAUTY' / SUMMER BEAUTY GLOBE LILY#1POT SPACE 1`-6" O.C.18" o.c.AR-A 85ARUNCUS AETHUSIFOLIUS / DWARF GOATSBEARD#1POT SPACE 1`-0" O.C.12" o.c.BA-A 18BAPTISIA AUSTRALIS / BLUE WILD INDIGO#1POT SPACE 3`-0" O.C.36" o.c.EC-P 67ECHINACEA PURPUREA 'RUBINSTERN' / RUBY STAR CONEFLOWER#1POT SPACE 2`-0" O.C.24" o.c.IR-S 2IRIS SIBIRICA 'CAESAR'S BROTHER' / CAESAR'S BROTHER SIBERIAN IRIS#1POT SPACE 2`-0" O.C.24" o.c.LI-K 37LIATRIS SPICATA 'KOBOLD' / KOBOLD BLAZING STAR#1POT SPACE 2`-0" O.C.24" o.c.NE-F 30NEPETA X FAASSENII 'WALKER'S LOW' / WALKER'S LOW CATMINT#1POT SPACE 2`-0" O.C.24" o.c.PE-A22PEROVSKIA ATRIPLICIFOLIA 'BLUE JEAN BABY' / BLUE JEAN BABY RUSSIAN SAGE#1POTSPACE 3`-0" O.C.36" o.c.GROUND COVERS CODEQTYBOTANICAL / COMMON NAMESIZE CONT. NOTESSPACINGSOD229,175 SFNO-MOW FESCUESEEDPM2,676 SFPRARIE MOON SEED MIX / DETENTION BASIN MIXSEEDSOD36,123 SFSODSODPLANT SCHEDULE© 310 South 4th Avenue, Suite 7050Minneapolis, MN 55415 p: 612.332.7522
W1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
10
11
11
A
A
B
B
C D E
E
F
F
G
G
H
H
I
I
J
J
K
K
9
12 12
13 13
A402
1
A4023
A4032
A401 2
A401
1
A403
1
ELEV A
ELEV B 02
ELEV
LOBBY
03
TRASH
WASH
BAY
11
BIKE
STORAGE
90
STAIR A
91
STAIR B
04
RES
STORAGE
05
MAINTENANCE/
BDLG
STORAGE
10
ELECTRICAL
09
WATER
L
L
B.9
B.9 D.1 D.5
3.3
01
PARKING
07
FIX IT
SHOP
05
MECHANICAL
AREA B
AREA C
AREA B
AREA C
10.9
2
1
06
RES
STORAGE
ELEC
CAR
ELEC
CAR
ELEC
CAR
ELEC
CAR
ELEC
CAR
ELEC
CAR TYP9' - 0"18' - 0"24' - 0"18' - 0"24' - 10"
18' - 0"
13' - 6"45.00°13' - 0"19' - 10"24' - 0"
7' - 9"1 23 4 56 78 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28
29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53
7069686766656463626160595857565554828180797877767574737271
101 100 99 98 97 96 95 94 93 92 91 90 89 88 87 86 85 84 8310212' - 9"
18' - 0"TYP9' - 0"1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
10
11
11
A
A
B
B
C D E
E
F
F
G
G
H
H
I
I
J
J
K
K
12 12
13 13
A402
1
A4023
A4032
A401 2
A401
1
A403
1
121
EPOCH V
123
EPOCH V
125
VENTURE
VI
126
VENTURE
IV
124
VENTURE
II
193
STAIR B
160
CREATIVE
STUDIO
161
BLDG
STORAGE
164
MGMT
OFFICE
163
TOILET
162
TOILET153
FITNESS
154
FITNESS
CLASSROOM158
DOG SPA
157
SOUND
ROOM
156
SOUND
ROOM 155
TOILET113
VENTURE
V
111
EPOCH VI
109
EPOCH IV
107
EPOCH VII
190
STAIR A
101
VENTURE
VII
100
VENTURE
IV
102
VENTURE
I
106
EPOCH V
108
VENTURE
III
110
EXPEDITION
191
CORRIDOR
ELEV A
128
RESIDENT
STORAGE
129
ELEC
130
TRASH
191A
CORRIDOR
159
GARDEN
ROOM
150
VESTIBULE
151
FOOD
DELIVERY
192
CORRIDOR
165
GREAT
ROOM
166
PUB
ROOM
104
VENTURE
III
103
ODYSSEY
I
105
EPOCH IV
L
L
B.9
B.9 D.1 D.5
3.3
152
GRAND
LOBBY
152A
FIRESIDE
LOUNGE
127
ELEV
LOBBY
ELEV B
131
PACKAGE
ROOMAREA A
AREA B
AREA AAREA BAREA B
AREA C
AREA B
AREA C
10.9
A402-P2
1
2
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
10
11
11
A
A
B
B
C D E
E
F
F
G
G
H
H
I
I
J
J
K
K
12 12
13 13
A402
1
A4023
A4032
A401 2
A401
1
A403
1
OPEN TO
BELOW
220
EPOCH VI
222
EPOCH VII
224
VENTURE
II
226
VENTURE
IV
225
VENTURE
VI
223
EPOCH V
221
EPOCH V
219
EPOCH III
217
EPOCH II
215
EPOCH I
213
VENTURE
V
211
EPOCH VI
207
EPOCH VII
205
EPOCH IV
201
JOURNEY
200
VENTURE
IV
202
VENTURE
I
204
VENTURE
III
206
EPOCH V
208
VENTURE
III
210
ODYSSEY
II
293
STAIR
292
CORRIDOR
228
RESIDENT
STORAGE
227
ELEV
LOBBYELEV A
ELEV B
229
ELEC
230
TRASH
290
STAIR A
291
CORRIDOR
216
GUEST
209
EPOCH IV
203
ODYSSEY
I
L
L
B.9
B.9 D.1 D.5
3.3
AREA A
AREA B
AREA AAREA BAREA B
AREA C
AREA B
AREA C
10.9
2
1
2
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
10
11
11
A
A
B
B
C D E
E
F
F
G
G
H
H
I
I
J
J
K
K
12 12
13 13
A402
1
A4023
A4032
A401 2
A401
1
A403
1
318
ESSENCE 320
EPOCH VI
322
EPOCH VII
324
VENTURE
II 326
VENTURE
IV
325
VENTURE
VI
323
EPOCH V
321
EPOCH V
319
EPOCH III
317
EPOCH II
315
EPOCH I
313
VENTURE
V
311
EPOCH VI
309
EPOCH IV
307
EPOCH VII
305
EPOCH IV
390
STAIR A
301
JOURNEY
302
VENTURE
I
304
VENTURE
III
306
EPOCH V
308
VENTURE
III
310
ODYSSEY
II
316
GUEST
392
CORRIDOR
327
ELEV
LOBBYELEV A
ELEV B
329
ELEC
330
TRASH
328
RESIDENT
STORAGE
393
STAIR B
391
CORRIDOR
303
ODYSSEY
I
300
VENTURE
IV
L
L
B.9
B.9 D.1 D.5
3.3 3.3
AREA A
AREA B
AREA AAREA BAREA B
AREA C
AREA B
AREA C
10.9
2
1
2
331
RESIDENT
STORAGE
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
10
11
11
A
A
B
B
C D E
E
F
F
G
G
H
H
I
I
J
J
K
K
12 12
13 13
A402
1
A4023
A4032
A401 2
A401
1
A403
1
428
LIBRARY
ELEV A
ELEV B
427
ELEV
LOBBY
418
ESSENCE
420
EPOCH VI
422
EPOCH VII
424
VENTURE
II 426
VENTURE
IV
425
VENTURE
VI
423
EPOCH V
421
EPOCH V
419
EPOCH III
417
EPOCH II
415
EPOCH I
413
VENTURE
V
411
EPOCH VI
409
EPOCH IV
407
EPOCH VII
405
EPOCH IV
401
JOURNEY
400
VENTURE
IV
402
VENTURE
I
404
VENTURE
III
406
EPOCH V
408
VENTURE
III
410
EXPEDITION
429
ELEC
430
TRASH
492
CORRIDOR
491
CORRIDOR
490
STAIR A
493
STAIR B
403
ODYSSEY
I
L
L
B.9
B.9 D.1 D.5
3.3 3.3
AREA A
AREA B
AREA AAREA BAREA B
AREA C
AREA B
AREA C
10.9
2
1
431
RESIDENT
STORAGE
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
10
11
11
A
A
B
B
C D E
E
F
F
G
G
H
H
I
I
J
J
K
K
12 12
13 13
L
L
B.9
B.9 D.1 D.5
3.3 3.3
AREA A
AREA B
AREA AAREA BAREA B
AREA C
AREA B
AREA C
10.9
EXTERIOR ELEVATION GENERAL NOTES:
1. SEE FLOOR PLANS FOR CURTAIN WALL TYPES
2.SEE SHEET A301 FOR DOOR SCHEDULE
3.SEE SHEET A310 FOR DOOR TYPES AND FRAME TYPES
4.SEE SHEET A620 AND A621 FOR DESCRIPTION OF EXTERIOR ALUMINUM
FRAME TYPES
5.SEE WALL SECTION SHEETS (A510 THRU A512) FOR LOCATION OF
HORIZONTAL JOINTS AND REVEALS
6.ALIGN ALL JOINTS IN CAP FLASHING WITH JOINTS IN PRECAST PANEL
OR METAL PANEL SYSTEM
FCP-1A FIBER-CEMENT SIDING PANELS; COLOR: GRAY
BBS-1 FIBER-CEMENT BOARD AND BATTEN SIDING;
COLOR: CHARCOAL
FCS-1 HORIZONTAL FIBER-CEMENT SIDING; COLOR
WOOD LOOK
FB-1 FACE BRICK VENEER; COLOR: BUFF
CMU-1 CMU VENEER; COLOR: BUFF
MCF-1 PREFINISHED METAL FLASHING - COLOR TO
MATCH FCP-1A
MCF-2 PREFINISHED METAL FLASHING - COLOR TO
MATCH BBS-1
MATERIAL KEY
CST-1 CAST STONE VENEER; COLOR: BUFF
CSS-1 CAST STONE SILL; COLOR: BUFF
FCP-1B FIBER-CEMENT SIDING PANELS; COLOR:
CHARCOAL
SSM-1 STANDING SEAM METAL ROOF
CST-6 FIBER-CEMENT BOARD TRIM 6"
CST-8 FIBER-CEMENT BOARD TRIM 8"
CST-12 FIBER-CEMENT BOARD TRIM 12"
MF-1 PREFINISHED METAL FASCIA - COLOR TO MATCH
SSM-1
GUTTER PREFINISHED GUTTER - COLOR TO MATCH SSM-1
DS-1 PREFINISHED DOWNSPOUT - COLOR TO MATCH
SSM-1
FB-2 FACE BRICK VENEER; COLOR: CHARCOAL
01 -FIRST LEVEL
100' -0"
04 -FOURTH LEVEL
134' -9"
00 -GARAGE LEVEL
88' -0"
02 -SECOND LEVEL
112' -3"
03 -THIRD LEVEL
123' -6"
05 -ROOF LEVEL
146' -0"
ABCDEFGHIJKLB.9
BBS-1 BBS-1FCP-1A FCS-1FCS-1
ALL SIDES OF
RECESSED
BALCONY
ALL SIDES OF
RECESSED
BALCONY
FCP-1A FCP-1A FCP-1AMCF-2 MCF-1 MCF-1MCF-2 BBS-1
CSS-1
CMU-1 CSS-1CMU-1 CSS-1CMU-1 CSS-1CMU-1
MCF-1
CMU-1
FB-1
CMU-1
BBS-1
BBS-1
CSS-1
FB-1
CMU-1
SSM-1
CST-8
CST-8
CST-8
CST-6
1
22
3
2222
CST-6
CST-8
CST-8
CST-8
CST-8
CST-8
44
GUTTER
MF-1 DS-1
MF-1
DS-1
GUTTER
MF-1
DS-1
GUTTER
CST-6 CST-6
MCF-1
CSS-1 FB-1FB-1FB-1FB-1 FB-2 FB-2
FB-1
AVERAGE GRADE
98' -2"BUILDING HEIGHT61' - 0"01 -FIRST LEVEL
100' -0"
04 -FOURTH LEVEL
134' -9"
00 -GARAGE LEVEL
88' -0"
02 -SECOND LEVEL
112' -3"
03 -THIRD LEVEL
123' -6"
05 -ROOF LEVEL
146' -0"
123456781011912133.3
SSM-1
BBS-1
CST-8
CST-8
CST-8
CSS-1
FB-1
CMU-1
1
BBS-1 MCF-2FCS-1
ALL SIDES OF
RECESSED
BALCONY
FCP-1A BBS-1 MCF-2FCS-1
ALL SIDES OF
RECESSED
BALCONY
FCP-1A BBS-1 MCF-2FCS-1
ALL SIDES OF
RECESSED
BALCONY
CSS-1
GUTTER
MF-1 DS-1
DS-1
GUTTER
MF-1
5 5
6
7
10.9
CMU-1 FB-1
MCF-1
BBS-1
CST-8
CST-8
FCP-1A
CST-8
FB-1
CMU-1
CSS-1
CSS-1
SSM-1
MCF-1 MCF-1
CSS-1 CMU-1 FB-1
FCP-1A MCF-1
CSS-1 CMU-1CSS-1 FB-1 CSS-1 CMU-1 CMU-1FB-1 CSS-1
FCP-1A
FB-2 FB-2 FB-2
AVERAGE GRADE
98' -2"BUILDING HEGHT61' - 0"EXTERIOR MATERIAL AREAS:
MATERIAL TYPE TOTAL SF % OF NON-GLAZING
TOTAL 61,890 SF
GLAZING / DOORS 20,190 SF
SUBTOTAL 41,700 SF
FIBER-CEMENT SIDING
GRAY 11,830 SF (58% OF TOTAL FIBER-CEMENT)
CHARCOAL 4,380 SF (21% OF TOTAL FIBER-CEMENT)
WOOD LOOK 4,320 SF (21% OF TOTAL FIBER-CEMENT)
TOTAL 20,530 SF 49%
MASONRY
BUFF 15,555 SF (73% OF TOTAL BRICK)
CHARCOAL 5,615 SF (27% OF TOTAL BRICK)
TOTAL 21,170 SF 51%
01 -FIRST LEVEL
100' -0"
04 -FOURTH LEVEL
134' -9"
00 -GARAGE LEVEL
88' -0"
02 -SECOND LEVEL
112' -3"
03 -THIRD LEVEL
123' -6"
05 -ROOF LEVEL
146' -0"
A B B.9
D.1 D.5
6
7
5
4
CST-6
BBS-1
MF-1
CST-8
CST-8
CST-8
FB-1
CMU-1
CMU-1
CSS-1
4
CSS-1
CSS-1
MCF-1FCP-1A
DS-1
GUTTER
ALL SIDES OF
RECESSED
BALCONY,
UNLESS NOTED
OTHERWISE
FCS-1
8
8
SSM-1
MF-1
CMU-1CSS-1
CST-6
CST-6
CST-12
CST-6
CST-12
CST-6
CST-6
CST-10
CST-6CST-6
CST-6
3
1
9
CST-12
CSS-1
FB-1
CMU-1
1
AVERAGE GRADE
98' -2"BUILDING HEIGHT61' - 0"01 -FIRST LEVEL
100' -0"
04 -FOURTH LEVEL
134' -9"
00 -GARAGE LEVEL
88' -0"
02 -SECOND LEVEL
112' -3"
03 -THIRD LEVEL
123' -6"
05 -ROOF LEVEL
146' -0"
1 2 3 4 5 6 7 8 93.3
6
5MCF-1FCP-1AMCF-2BBS-1MCF-1FCP-1A
MF-1
FCP-1B
5
5A
5A
5A
ALL SIDES OF
RECESSED
BALCONY
FCS-1MCF-1FCP-1AMCF-2 BBS-1FCS-1
ALL SIDES OF
RECESSED
BALCONY
GUTTER
DS-1
CST-6
CST-12
CST-6CST-6CST-6
CST-10
CST-12
CST-6
CST-12
CST-6
CST-12
CST-6
CSS-1 CMU-1
FCS-1
ALL SIDES OF
RECESSED
BALCONY
CMU-1 CSS-1 CMU-1 CSS-1 CMU-1
1
3
CSS-1FB-2 FB-1FB-1FB-1AVERAGE GRADE
98' -2"BUILDING HEIGHT61' - 0"EXTERIOR ELEVATION GENERAL NOTES:
1. SEE FLOOR PLANS FOR CURTAIN WALL TYPES
2.SEE SHEET A301 FOR DOOR SCHEDULE
3.SEE SHEET A310 FOR DOOR TYPES AND FRAME TYPES
4.SEE SHEET A620 AND A621 FOR DESCRIPTION OF EXTERIOR ALUMINUM
FRAME TYPES
5.SEE WALL SECTION SHEETS (A510 THRU A512) FOR LOCATION OF
HORIZONTAL JOINTS AND REVEALS
6.ALIGN ALL JOINTS IN CAP FLASHING WITH JOINTS IN PRECAST PANEL
OR METAL PANEL SYSTEM
FCP-1A FIBER-CEMENT SIDING PANELS; COLOR: GRAY
BBS-1 FIBER-CEMENT BOARD AND BATTEN SIDING;
COLOR: CHARCOAL
FCS-1 HORIZONTAL FIBER-CEMENT SIDING; COLOR
WOOD LOOK
FB-1 FACE BRICK VENEER; COLOR: BUFF
CMU-1 CMU VENEER; COLOR: BUFF
MCF-1 PREFINISHED METAL FLASHING - COLOR TO
MATCH FCP-1A
MCF-2 PREFINISHED METAL FLASHING - COLOR TO
MATCH BBS-1
MATERIAL KEY
CST-1 CAST STONE VENEER; COLOR: BUFF
CSS-1 CAST STONE SILL; COLOR: BUFF
FCP-1B FIBER-CEMENT SIDING PANELS; COLOR:
CHARCOAL
SSM-1 STANDING SEAM METAL ROOF
CST-6 FIBER-CEMENT BOARD TRIM 6"
CST-8 FIBER-CEMENT BOARD TRIM 8"
CST-12 FIBER-CEMENT BOARD TRIM 12"
MF-1 PREFINISHED METAL FASCIA - COLOR TO MATCH
SSM-1
GUTTER PREFINISHED GUTTER - COLOR TO MATCH SSM-1
DS-1 PREFINISHED DOWNSPOUT - COLOR TO MATCH
SSM-1
FB-2 FACE BRICK VENEER; COLOR: CHARCOAL
EXTERIOR MATERIAL AREAS:
MATERIAL TYPE TOTAL SF % OF NON-GLAZING
TOTAL 61,890 SF
GLAZING / DOORS 20,190 SF
SUBTOTAL 41,700 SF
FIBER-CEMENT SIDING
GRAY 11,830 SF (58% OF TOTAL FIBER-CEMENT)
CHARCOAL 4,380 SF (21% OF TOTAL FIBER-CEMENT)
WOOD LOOK 4,320 SF (21% OF TOTAL FIBER-CEMENT)
TOTAL 20,530 SF 49%
MASONRY
BUFF 15,555 SF (73% OF TOTAL BRICK)
CHARCOAL 5,615 SF (27% OF TOTAL BRICK)
TOTAL 21,170 SF 51%
01 -FIRST LEVEL
100' -0"
04 -FOURTH LEVEL
134' -9"
00 -GARAGE LEVEL
88' -0"
02 -SECOND LEVEL
112' -3"
03 -THIRD LEVEL
123' -6"
05 -ROOF LEVEL
146' -0"
D E F G H I J K L
2 2 2 2
1
3MCF-1 FCP-1A
GUTTER
DS-1
FCP-1A
MF-1
CST-6
BBS-1
MCF-2 BBS-1
ALL SIDES OF
RECESSED
BALCONY
FCS-1
ALL SIDES OF
RECESSED
BALCONY
FCS-1
ALL SIDES OF
RECESSED
BALCONY
FCP-1A
GUTTER
DS-1
FCP-1A MCF-1BBS-1BBS-1
6
MF-1
CST-6
CST-10
FCP-1B
CST-6
CST-12
CST-12
CST-6
CST-12
CST-6
CST-12
CST-6
CST-6CST-6CST-6
CSS-1 CMU-1 CSS-1 CSS-1 CMU-1 CSS-1 CMU-1FCP-1AMCF-1
2
2210FCS-1
FCS-1
FB-1CMU-1
FB-1 FB-1
AVERAGE GRADE
98' -2"BUILDING HEIGHT61' - 0"01 -FIRST LEVEL
100' -0"
04 -FOURTH LEVEL
134' -9"
00 -GARAGE LEVEL
88' -0"
02 -SECOND LEVEL
112' -3"
03 -THIRD LEVEL
123' -6"
05 -ROOF LEVEL
146' -0"
11 12 13
CSS-1 CMU-1 CSS-1
SSM-1
MF-1
6
CST-12
CST-6
CST-10
CST-6CST-6CST-6
FCP-1B
CST-12
CST-6
CST-12
CST-6
4
FCS-1
FB-1
CMU-1
ALL SIDES OF
RECESSED
BALCONY
CSS-1
MCF-1 FCP-1A
GUTTER
MF-1
CST-6
BBS-1
CST-6
CST-8
CST-8
CST-8
1
3
FCP-1B
CMU-1FB-1AVERAGE GRADE
98' -2"BUILDING HEIGHT61' - 0"EXTERIOR ELEVATION GENERAL NOTES:
1. SEE FLOOR PLANS FOR CURTAIN WALL TYPES
2.SEE SHEET A301 FOR DOOR SCHEDULE
3.SEE SHEET A310 FOR DOOR TYPES AND FRAME TYPES
4.SEE SHEET A620 AND A621 FOR DESCRIPTION OF EXTERIOR ALUMINUM
FRAME TYPES
5.SEE WALL SECTION SHEETS (A510 THRU A512) FOR LOCATION OF
HORIZONTAL JOINTS AND REVEALS
6.ALIGN ALL JOINTS IN CAP FLASHING WITH JOINTS IN PRECAST PANEL
OR METAL PANEL SYSTEM
FCP-1A FIBER-CEMENT SIDING PANELS; COLOR: GRAY
BBS-1 FIBER-CEMENT BOARD AND BATTEN SIDING;
COLOR: CHARCOAL
FCS-1 HORIZONTAL FIBER-CEMENT SIDING; COLOR
WOOD LOOK
FB-1 FACE BRICK VENEER; COLOR: BUFF
CMU-1 CMU VENEER; COLOR: BUFF
MCF-1 PREFINISHED METAL FLASHING - COLOR TO
MATCH FCP-1A
MCF-2 PREFINISHED METAL FLASHING - COLOR TO
MATCH BBS-1
MATERIAL KEY
CST-1 CAST STONE VENEER; COLOR: BUFF
CSS-1 CAST STONE SILL; COLOR: BUFF
FCP-1B FIBER-CEMENT SIDING PANELS; COLOR:
CHARCOAL
SSM-1 STANDING SEAM METAL ROOF
CST-6 FIBER-CEMENT BOARD TRIM 6"
CST-8 FIBER-CEMENT BOARD TRIM 8"
CST-12 FIBER-CEMENT BOARD TRIM 12"
MF-1 PREFINISHED METAL FASCIA - COLOR TO MATCH
SSM-1
GUTTER PREFINISHED GUTTER - COLOR TO MATCH SSM-1
DS-1 PREFINISHED DOWNSPOUT - COLOR TO MATCH
SSM-1
FB-2 FACE BRICK VENEER; COLOR: CHARCOAL
EXTERIOR MATERIAL AREAS:
MATERIAL TYPE TOTAL SF % OF NON-GLAZING
TOTAL 61,890 SF
GLAZING / DOORS 20,190 SF
SUBTOTAL 41,700 SF
FIBER-CEMENT SIDING
GRAY 11,830 SF (58% OF TOTAL FIBER-CEMENT)
CHARCOAL 4,380 SF (21% OF TOTAL FIBER-CEMENT)
WOOD LOOK 4,320 SF (21% OF TOTAL FIBER-CEMENT)
TOTAL 20,530 SF 49%
MASONRY
BUFF 15,555 SF (73% OF TOTAL BRICK)
CHARCOAL 5,615 SF (27% OF TOTAL BRICK)
TOTAL 21,170 SF 51%
BBS-1 BBS-1FCP-1A FCS-1FCS-1
ALL SIDES OF
RECESSED
BALCONY
ALL SIDES OF
RECESSED
BALCONY
FCP-1A FCP-1A FCP-1AMCF-2 MCF-1 MCF-1MCF-2 BBS-1
CSS-1
CMU-1 CSS-1CMU-1 CSS-1CMU-1 CSS-1CMU-1
MCF-1
CMU-1
FB-1
CMU-1
BBS-1
BBS-1
CSS-1
FB-1
CMU-1
SSM-1
CST-8
CST-8
CST-8
CST-6
1
22
3
2222
CST-6
CST-8
CST-8
CST-8
CST-8
CST-8
44
GUTTER
MF-1 DS-1
MF-1
DS-1
GUTTER
MF-1
DS-1
GUTTER
CST-6 CST-6
MCF-1
CSS-1 FB-1 FB-1 FB-1 FB-1FB-2FB-2
SSM-1
BBS-1
CST-8
CST-8
CST-8
CSS-1
FB-1
CMU-1
1
BBS-1 MCF-2FCS-1
ALL SIDES OF
RECESSED
BALCONY
FCP-1A BBS-1 MCF-2FCS-1
ALL SIDES OF
RECESSED
BALCONY
FCP-1A BBS-1 MCF-2FCS-1
ALL SIDES OF
RECESSED
BALCONY
CMU-1 CMU-1 CMU-1 CMU-1 CSS-1
GUTTER
MF-1 DS-1
DS-1
GUTTER
MF-1
5 5
6
7
CMU-1 FB-1
FCP-1A
BBS-1
CST-8
CST-8
FCP-1A
CST-8
FB-1
CMU-1
CMU-1
CSS-1
SSM-1
MCF-1 MCF-1
CSS-1CSS-1 CMU-1 FB-1
FCP-1A MCF-1
FB-1 CSS-1 FB-1 CSS-1FB-2 FB-2 FB-2FB-1
EXTERIOR ELEVATION GENERAL NOTES:
1. SEE FLOOR PLANS FOR CURTAIN WALL TYPES
2.SEE SHEET A301 FOR DOOR SCHEDULE
3.SEE SHEET A310 FOR DOOR TYPES AND FRAME TYPES
4.SEE SHEET A620 AND A621 FOR DESCRIPTION OF EXTERIOR ALUMINUM
FRAME TYPES
5.SEE WALL SECTION SHEETS (A510 THRU A512) FOR LOCATION OF
HORIZONTAL JOINTS AND REVEALS
6.ALIGN ALL JOINTS IN CAP FLASHING WITH JOINTS IN PRECAST PANEL
OR METAL PANEL SYSTEM
FCP-1A FIBER-CEMENT SIDING PANELS; COLOR: GRAY
BBS-1 FIBER-CEMENT BOARD AND BATTEN SIDING;
COLOR: CHARCOAL
FCS-1 HORIZONTAL FIBER-CEMENT SIDING; COLOR
WOOD LOOK
FB-1 FACE BRICK VENEER; COLOR: BUFF
CMU-1 CMU VENEER; COLOR: BUFF
MCF-1 PREFINISHED METAL FLASHING - COLOR TO
MATCH FCP-1A
MCF-2 PREFINISHED METAL FLASHING - COLOR TO
MATCH BBS-1
MATERIAL KEY
CST-1 CAST STONE VENEER; COLOR: BUFF
CSS-1 CAST STONE SILL; COLOR: BUFF
FCP-1B FIBER-CEMENT SIDING PANELS; COLOR:
CHARCOAL
SSM-1 STANDING SEAM METAL ROOF
CST-6 FIBER-CEMENT BOARD TRIM 6"
CST-8 FIBER-CEMENT BOARD TRIM 8"
CST-12 FIBER-CEMENT BOARD TRIM 12"
MF-1 PREFINISHED METAL FASCIA - COLOR TO MATCH
SSM-1
GUTTER PREFINISHED GUTTER - COLOR TO MATCH SSM-1
DS-1 PREFINISHED DOWNSPOUT - COLOR TO MATCH
SSM-1
FB-2 FACE BRICK VENEER; COLOR: CHARCOAL
EXTERIOR MATERIAL AREAS:
MATERIAL TYPE TOTAL SF % OF NON-GLAZING
TOTAL 61,890 SF
GLAZING / DOORS 20,190 SF
SUBTOTAL 41,700 SF
FIBER-CEMENT SIDING
GRAY 11,830 SF (58% OF TOTAL FIBER-CEMENT)
CHARCOAL 4,380 SF (21% OF TOTAL FIBER-CEMENT)
WOOD LOOK 4,320 SF (21% OF TOTAL FIBER-CEMENT)
TOTAL 20,530 SF 49%
MASONRY
BUFF 15,555 SF (73% OF TOTAL BRICK)
CHARCOAL 5,615 SF (27% OF TOTAL BRICK)
TOTAL 21,170 SF 51%
7
5
4
CST-6
BBS-1
MF-1
CST-8
CST-8
CST-8
FB-1
CMU-1
CMU-1
CSS-1
4
BBS-1
CSS-1
MCF-1FCP-1A
DS-1
GUTTER
ALL SIDES OF
RECESSED
BALCONY,
UNLESS NOTED
OTHERWISE
FCS-1
8
8
SSM-1
MF-1
CMU-1CSS-1
CST-6
CST-6
CST-12
CST-6
CST-12
CST-6
CST-6
CST-10
CST-6CST-6
CST-6
3
1
9
CST-12
CSS-1
FB-1
CMU-1
6
5MCF-1FCP-1AMCF-2BBS-1MCF-1FCP-1A
MF-1
5
5A
5A
5A
ALL SIDES OF
RECESSED
BALCONY
FCS-1MCF-1FCP-1AMCF-2 BBS-1FCS-1
ALL SIDES OF
RECESSED
BALCONY
GUTTER
DS-1
CST-6
CST-12
FCP-1BCST-6CST-6
CST-10
CST-12
CST-6
CST-12
CST-6
CST-12
CST-6
CMU-1 CSS-1
FCS-1
ALL SIDES OF
RECESSED
BALCONY
CMU-1 CSS-1 CMU-1 CSS-1 CMU-1
1
3
FCP-1B
CSS-1 FB-2FB-2 FB-1 FB-1FB-1FB-1FB-1
EXTERIOR ELEVATION GENERAL NOTES:
1. SEE FLOOR PLANS FOR CURTAIN WALL TYPES
2.SEE SHEET A301 FOR DOOR SCHEDULE
3.SEE SHEET A310 FOR DOOR TYPES AND FRAME TYPES
4.SEE SHEET A620 AND A621 FOR DESCRIPTION OF EXTERIOR ALUMINUM
FRAME TYPES
5.SEE WALL SECTION SHEETS (A510 THRU A512) FOR LOCATION OF
HORIZONTAL JOINTS AND REVEALS
6.ALIGN ALL JOINTS IN CAP FLASHING WITH JOINTS IN PRECAST PANEL
OR METAL PANEL SYSTEM
FCP-1A FIBER-CEMENT SIDING PANELS; COLOR: GRAY
BBS-1 FIBER-CEMENT BOARD AND BATTEN SIDING;
COLOR: CHARCOAL
FCS-1 HORIZONTAL FIBER-CEMENT SIDING; COLOR
WOOD LOOK
FB-1 FACE BRICK VENEER; COLOR: BUFF
CMU-1 CMU VENEER; COLOR: BUFF
MCF-1 PREFINISHED METAL FLASHING - COLOR TO
MATCH FCP-1A
MCF-2 PREFINISHED METAL FLASHING - COLOR TO
MATCH BBS-1
MATERIAL KEY
CST-1 CAST STONE VENEER; COLOR: BUFF
CSS-1 CAST STONE SILL; COLOR: BUFF
FCP-1B FIBER-CEMENT SIDING PANELS; COLOR:
CHARCOAL
SSM-1 STANDING SEAM METAL ROOF
CST-6 FIBER-CEMENT BOARD TRIM 6"
CST-8 FIBER-CEMENT BOARD TRIM 8"
CST-12 FIBER-CEMENT BOARD TRIM 12"
MF-1 PREFINISHED METAL FASCIA - COLOR TO MATCH
SSM-1
GUTTER PREFINISHED GUTTER - COLOR TO MATCH SSM-1
DS-1 PREFINISHED DOWNSPOUT - COLOR TO MATCH
SSM-1
FB-2 FACE BRICK VENEER; COLOR: CHARCOAL
EXTERIOR MATERIAL AREAS:
MATERIAL TYPE TOTAL SF % OF NON-GLAZING
TOTAL 61,890 SF
GLAZING / DOORS 20,190 SF
SUBTOTAL 41,700 SF
FIBER-CEMENT SIDING
GRAY 11,830 SF (58% OF TOTAL FIBER-CEMENT)
CHARCOAL 4,380 SF (21% OF TOTAL FIBER-CEMENT)
WOOD LOOK 4,320 SF (21% OF TOTAL FIBER-CEMENT)
TOTAL 20,530 SF 49%
MASONRY
BUFF 15,555 SF (73% OF TOTAL BRICK)
CHARCOAL 5,615 SF (27% OF TOTAL BRICK)
TOTAL 21,170 SF 51%
3A
3A
2 2
1
3
3A
3A
MCF-1 FCP-1A
GUTTER
DS-1
FCP-1A
MF-1
CST-6
BBS-1
MCF-2 BBS-1
ALL SIDES OF
RECESSED
BALCONY
FCS-1
ALL SIDES OF
RECESSED
BALCONY
FCS-1
ALL SIDES OF
RECESSED
BALCONY
FCP-1A
GUTTER
DS-1
FCP-1A MCF-1BBS-1BBS-1
6
MF-1
CST-6
CST-10
FCP-1B
CST-6
CST-12
CST-12
CST-6
CST-12
CST-6
CST-12
CST-6
CST-6CST-6CST-6
CSS-1 CMU-1 CSS-1 CSS-1 CMU-1 CSS-1 CMU-1FCP-1AMCF-1
2
2210FCS-1
FCS-1
FB-1CMU-1
FB-1 FB-1
FB-2FB-2FB-2
CSS-1 CMU-1 CMU-1
SSM-1
MF-1
6
CST-12
CST-6
CST-10
CST-6CST-6CST-6
FCP-1B
CST-12
CST-6
CST-12
CST-6
4
FCS-1
FB-1
CMU-1
ALL SIDES OF
RECESSED
BALCONY
CSS-1
MCF-1 FCP-1A
GUTTER
MF-1
CST-6
BBS-1
CST-6
CST-8
CST-8
CST-8
1
3
FCP-1B
CSS-1FB-1
EXTERIOR ELEVATION GENERAL NOTES:
1. SEE FLOOR PLANS FOR CURTAIN WALL TYPES
2.SEE SHEET A301 FOR DOOR SCHEDULE
3.SEE SHEET A310 FOR DOOR TYPES AND FRAME TYPES
4.SEE SHEET A620 AND A621 FOR DESCRIPTION OF EXTERIOR ALUMINUM
FRAME TYPES
5.SEE WALL SECTION SHEETS (A510 THRU A512) FOR LOCATION OF
HORIZONTAL JOINTS AND REVEALS
6.ALIGN ALL JOINTS IN CAP FLASHING WITH JOINTS IN PRECAST PANEL
OR METAL PANEL SYSTEM
FCP-1A FIBER-CEMENT SIDING PANELS; COLOR: GRAY
BBS-1 FIBER-CEMENT BOARD AND BATTEN SIDING;
COLOR: CHARCOAL
FCS-1 HORIZONTAL FIBER-CEMENT SIDING; COLOR
WOOD LOOK
FB-1 FACE BRICK VENEER; COLOR: BUFF
CMU-1 CMU VENEER; COLOR: BUFF
MCF-1 PREFINISHED METAL FLASHING - COLOR TO
MATCH FCP-1A
MCF-2 PREFINISHED METAL FLASHING - COLOR TO
MATCH BBS-1
MATERIAL KEY
CST-1 CAST STONE VENEER; COLOR: BUFF
CSS-1 CAST STONE SILL; COLOR: BUFF
FCP-1B FIBER-CEMENT SIDING PANELS; COLOR:
CHARCOAL
SSM-1 STANDING SEAM METAL ROOF
CST-6 FIBER-CEMENT BOARD TRIM 6"
CST-8 FIBER-CEMENT BOARD TRIM 8"
CST-12 FIBER-CEMENT BOARD TRIM 12"
MF-1 PREFINISHED METAL FASCIA - COLOR TO MATCH
SSM-1
GUTTER PREFINISHED GUTTER - COLOR TO MATCH SSM-1
DS-1 PREFINISHED DOWNSPOUT - COLOR TO MATCH
SSM-1
FB-2 FACE BRICK VENEER; COLOR: CHARCOAL
EXTERIOR MATERIAL AREAS:
MATERIAL TYPE TOTAL SF % OF NON-GLAZING
TOTAL 61,890 SF
GLAZING / DOORS 20,190 SF
SUBTOTAL 41,700 SF
FIBER-CEMENT SIDING
GRAY 11,830 SF (58% OF TOTAL FIBER-CEMENT)
CHARCOAL 4,380 SF (21% OF TOTAL FIBER-CEMENT)
WOOD LOOK 4,320 SF (21% OF TOTAL FIBER-CEMENT)
TOTAL 20,530 SF 49%
MASONRY
BUFF 15,555 SF (73% OF TOTAL BRICK)
CHARCOAL 5,615 SF (27% OF TOTAL BRICK)
TOTAL 21,170 SF 51%
PAGE 1 OF 1Drawn By: SANDYDate:4/21/2022Scale: AS NOTEDRevisions# Date CommentsGENERAL NOTES:A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITYFOR THE INTERPRETATION OF THIS CALCULATION ORCOMPLAINCE TO THE LOCAL, STATE, OR FEDERALLIGHTNG CODES OR ORDINANCES.B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTIONDOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCEOF THE PRODUCT.C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ONOBJECTS/SURFACES.ESTORIALAKEVILLE, MNChecked By: JILLLuminaire ScheduleSymbolQtyLabelCalculation SummaryLabelCalcTypeArrangementLLFDescriptionArr. WattsLum. LumensUnitsAvgMaxMinAvg/MinMax/MinNORTH PICKLEBALL TASK AT 3FTIlluminanceFc20.9131.711.91.762.66SITE GROUNDIlluminanceFc14LT1Single0.9000.87EX-LITE BLRD-22W-40K 42IN BOLLARD 21.4273627.754LT2Single0.9000.0N.A.N.A.SATCO S8020 STRING LIGHT WITH LAMPS 2FT OC1.05141SOUTH PICKLEBALL TASK AT 3FT5LT3Single0.900SATCO S60-6514 LANTERN WITH A19 LED LAMP 8800IlluminanceFc20.8031.411.71.782.68PARKINGIlluminanceFc1LT4Single0.900SATCO 65-671-4000K WALL PACK MOUNT AT APPROX 10FT36.42655192LT52Back-Back0.900EX-LITE SAL-150W-T5-40K MOUNT ON 25FT POLE WITH 3FT BASE300220151LT622 @ 90 degrees0.900EX-LITE 150W-T3-40K MOUNT ON 25FT POLE WITH 3FT BASE300209504LT7Single0.900EX-LITE SAL-300W-T3-40K MOUNT ON 22FT POLE WITH 2FT BASE FOR PICKLEBALL300419013.7711.21.03.7711.20Plan ViewScale: 1 inch= 50 Ft.BENCHMARKNO PARKING
LT4LT3LT3LT3LT3LT1LT1LT1LT1LT1LT1LT1LT1LT1LT1LT1LT1LT1LT1LT2LT2LT2LT2LT2LT2LT2LT2LT2LT3LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT7LT7LT7LT7LT62LT52LT520.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 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0.1 0.1 0.0 0.00.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.8 1.2 1.8 2.6 3.6 4.8 5.6 5.1 4.0 2.8 1.9 1.3 0.9 0.7 0.6 0.7 0.9 1.6 6.2 2.9 3.3 4.2 4.7 4.6 4.2 3.5 2.7 2.0 1.3 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.00.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.5 2.3 3.5 5.2 7.0 8.5 7.6 5.5 3.6 2.3 1.5 1.0 0.7 0.7 0.9 1.4 3.0 20.2 5.2 6.8 9.3 10.1 10.1 9.0 7.5 5.5 3.8 2.5 1.7 1.1 0.6 0.4 0.2 0.1 0.1 0.1 0.00.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.6 1.0 1.5 2.4 3.8 5.6 7.4 9.8 9.3 6.5 4.0 2.4 1.5 1.0 0.8 0.9 1.2 1.8 2.9 4.5 6.68.5 5.6 3.6 2.4 1.5 0.9 0.5 0.3 0.2 0.1 0.1 0.00.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.5 0.8 1.3 1.9 2.8 3.5 4.8 7.5 8.3 6.1 3.7 2.2 1.3 0.9 0.7 0.9 1.3 2.1 3.3 5.0 7.39.9 6.5 4.3 2.8 1.7 1.0 0.6 0.4 0.2 0.1 0.1 0.10.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.5 0.8 1.2 1.7 2.4 3.5 5.9 6.4 4.7 3.0 1.7 1.0 0.7 0.7 0.9 1.3 2.1 3.7 9.9 7.69.9 6.5 4.2 2.7 1.7 1.1 0.7 0.4 0.2 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 0.9 1.3 1.8 2.9 4.3 4.4 3.4 2.2 1.3 0.8 0.6 0.6 0.8 1.3 2.0 3.8 20.2 7.1 9.2 12.0 13.8 14.7 14.1 12.1 8.8 6.0 3.9 2.5 1.6 1.0 0.6 0.4 0.2 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.3 1.8 1.4 1.1 1.3 2.1 2.8 2.9 2.3 1.6 1.1 0.8 0.6 0.7 0.9 1.3 2.0 3.1 4.7 6.8 9.6 13.2 14.8 15.2 14.0 11.8 8.6 5.9 3.9 2.6 1.7 1.0 0.6 0.4 0.2 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.6 4.2 10.7 3.4 0.8 0.8 1.4 1.9 1.9 1.7 1.3 1.0 0.8 0.7 0.8 1.0 1.4 2.1 3.4 5.4 7.59.8 6.4 4.3 2.8 1.8 1.1 0.7 0.4 0.2 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 2.4 11.9 1.8 0.5 0.5 0.8 1.3 1.4 1.3 1.2 1.1 1.0 0.9 1.0 1.1 1.5 2.3 4.3 27.7 8.110.0 6.5 4.4 2.8 1.8 1.1 0.6 0.4 0.3 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.00.9 1.1 1.2 1.3 1.3 1.3 1.3 1.3 1.4 1.6 2.1 3.3 6.1 6.58.7 5.7 3.7 2.3 1.4 0.9 0.6 0.4 0.2 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.00.3 1.0 1.3 1.6 1.8 2.0 2.0 2.0 1.8 1.8 1.9 2.4 3.2 4.2 5.6 7.3 8.4 9.3 9.0 8.0 5.7 3.8 2.5 1.6 1.0 0.7 0.4 0.3 0.2 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.00.4 1.0 1.6 2.1 2.7 3.2 3.3 3.1 2.6 2.1 1.8 2.1 6.7 2.8 2.8 3.4 3.9 4.3 4.2 3.7 2.8 2.2 1.5 0.9 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.00.6 1.2 2.0 3.0 4.3 5.3 5.6 5.1 3.9 2.7 2.0 2.3 18.1 1.9 1.4 1.6 1.9 2.0 1.9 1.6 1.4 4.9 3.8 0.7 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.7 1.4 2.4 4.0 6.3 8.5 9.2 7.9 5.5 3.5 2.2 1.5 1.2 0.8 0.7 0.7 0.8 0.8 0.7 0.7 0.7 4.3 3.0 0.4 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.7 1.4 2.6 4.6 7.8 11.0 12.1 10.2 6.7 3.9 2.3 1.4 0.8 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.7 1.4 2.5 4.4 7.3 10.3 11.2 9.5 6.3 3.7 2.2 1.4 1.1 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.3 0.7 1.2 2.1 3.5 5.4 7.1 7.6 6.7 4.8 3.1 1.9 2.0 22.2 1.1 0.3 0.1 0.1 0.1 0.1 0.1 0.3 5.2 8.0 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.3 0.5 1.0 1.6 2.5 3.5 4.3 4.5 4.1 3.2 2.2 1.5 1.5 3.5 0.7 0.2 0.1 0.1 0.1 0.1 0.1 0.2 1.7 1.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.4 0.7 1.1 1.6 2.2 2.5 2.6 2.4 2.0 1.5 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.3 0.5 0.8 1.1 1.4 1.6 1.6 1.6 1.3 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.3 0.4 0.7 0.9 1.1 1.2 1.2 1.2 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.3 0.5 0.7 0.9 1.1 1.3 1.3 1.2 1.1 0.9 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.3 0.6 0.9 1.2 1.6 1.8 1.9 1.8 1.5 1.1 0.8 0.6 0.6 0.8 0.5 0.2 0.1 0.0 0.0 0.1 0.2 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.4 0.8 1.2 1.8 2.5 2.9 3.0 2.8 2.3 1.7 1.1 0.8 0.8 1.2 1.0 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.6 1.0 1.7 2.7 3.9 5.0 5.3 4.8 3.6 2.4 1.6 1.0 0.9 1.7 1.3 0.4 0.1 0.1 0.1 0.1 0.3 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.3 0.7 1.3 2.2 3.8 6.0 8.1 8.8 7.6 5.3 3.3 1.9 1.2 0.9 1.1 0.9 0.4 0.2 0.1 0.1 0.2 0.4 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.4 0.7 1.4 2.5 4.5 7.6 10.8 11.9 10.1 6.6 3.9 2.2 1.3 1.0 1.1 0.9 0.4 0.2 0.1 0.1 0.3 0.8 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.4 0.7 1.4 2.5 4.4 7.3 10.4 11.4 9.7 6.5 3.8 2.2 1.3 1.0 1.7 1.3 0.4 0.1 0.1 0.1 0.4 1.3 1.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.3 0.6 1.2 2.1 3.6 5.6 7.4 8.0 7.0 5.0 3.2 1.9 1.2 1.0 1.5 1.1 0.4 0.2 0.1 0.1 0.3 1.0 1.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.3 0.5 1.0 1.7 2.8 4.0 4.8 5.1 4.7 3.7 2.6 1.8 1.2 1.2 1.1 0.8 0.5 0.2 0.1 0.3 0.5 0.6 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.4 0.7 1.2 3.8 18.7 6.4 14.2 6.9 11.8 4.7 14.2 2.0 22.9 1.2 1.5 12.2 0.6 0.2 2.6 8.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.3 0.5 0.8 1.9 4.3 2.9 4.1 2.9 3.6 2.2 3.4 1.2 3.5 0.8 1.1 6.4 0.5 0.2 1.5 4.0 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.00.9 1.0 1.0 1.0 0.9 0.7 0.6 0.4 0.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 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fc0.5 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fcTYPE LT1TYPE LT2TYPE LT3TYPE LT52, LT62 & LT7EXHIBIT M
SKETCH & DESCRIPTION
FOR: EBENEZER SENIOR LIVING
Page 2 of 2 James R. Hill, Inc.PROJECT NO. 23786-10vacEASEMENTVACATIONScale: 1"=100'EXHIBIT N
1
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
ESTORIA LAKEVILLE CONDITIONAL USE PERMIT
FINDINGS OF FACT AND RECOMMENDATION
On January 5, 20232 the Lakeville Planning Commission met at its regularly scheduled meeting to consider
the request of Ebenezer for a conditional use permit to allow a multiple family building to exceed 45 feet in
height in the RH-2, Multiple Family Residential District. The Planning Commission conducted a public
hearing on the proposed conditional use permit preceded by published and mailed notice. The applicant
was present, and the Planning Commission heard testimony from all interested persons wishing to speak.
FINDINGS OF FACT
1. The subject property is located in Comprehensive Planning District 2, which guides the property
for High Density Residential.
2. The subject site is zoned RH-2, Multiple Family Residential District.
3. The legal description of the property is attached in Exhibit A.
4. Chapter 4 of the City of Lakeville Zoning Ordinance provides that a conditional use permit may
not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are:
a. The proposed action has been considered in relation to the specific policies and
provisions of and has been found to be consistent with the official City Comprehensive
Plan.
Finding: The proposed age-restricted multiple-family use is consistent with the guided
mixed use of the property.
b. The proposed use is or will be compatible with future land uses of the area.
Finding: The proposed building is compatible with the existing and future land uses in the
area.
c. The proposed use conforms with all performance standards contained in the Zoning
Ordinance and the City Code.
Finding: Provided compliance with the stipulations of the conditional use permit, the
proposed building will conform to all performance standards contained in the Zoning
Ordinance and City Code.
d. The proposed use can be accommodated with existing public services and will not
overburden the City’s service capacity.
Finding: The proposed building can be accommodated with existing public services and
will not overburden the City’s service capacity.
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e. Traffic generated by the proposed use is within capabilities of streets serving the
property.
Finding: The street serving this site is adequate to accommodate traffic from the proposed
use.
5. The report dated December 28, 2022 and prepared by Kris Jenson, Associate Planner is
incorporated herein.
RECOMMENDATION
The Planning Commission recommends that the City Council approve the conditional use permit
conditioned upon compliance with the planning report prepared by Kris Jenson, Associate Planner,
dated December 28, 2022.
DATED: January 5, 2023
LAKEVILLE PLANNING COMMISSION
BY: _______________________________
Jenna Majorowicz, Vice Chair
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Exhibit A
The south 472.85 feet of Outlot A, CRYSTAL PARK, according to the recorded plat thereof, Dakota County,
Minnesota
And
That part of the south 504.20 feet of Lot 1, Block 1, HOSANNA 4TH ADDITION, according to the recorded plat
thereof, Dakota County, Minnesota, which lies westerly of the following described line:
Commencing at the southwest corner of said Lot 1; thence on an assumed bearing of South 89 degrees 54
minutes 51 seconds East, along the south line of said Lot 1, a distance of 177.73 feet to the point of
beginning of the line to be described; thence North 00 degrees 00 minutes 00 seconds East a distance of
293.06 feet; thence North 90 degrees 00 minutes 00 seconds East a distance of 19.84 feet; thence North
00 degrees 00 minutes 00 seconds East a distance of 211.11 feet to the north line of said South 504.20 feet
and said line there terminating.
Dakota County, Minnesota
City of Lakeville
Public Works – Engineering Division
Memorandum
To: Kris Jenson, Associate Planner
From: Alex Jordan, Assistant City Engineer
McKenzie L. Cafferty, Environmental Resources Manager
John Hennen, Parks and Recreation Director
Copy: Zach Johnson, City Engineer
Jerilyn Erickson, Finance Director
Gene Abbott, Building Official
Daryl Morey, Planning Director
Tina Goodroad, Community Development Director
Date: December 28, 2022
Subject: Estoria Lakeville
• Preliminary Plat Review
• Preliminary Grading and Drainage Plan Review
• Preliminary Erosion Control Plan Review
• Preliminary Utility Plan Review
BBAACCKKGGRROOUUNNDD
Ebenezer has submitted preliminary plat, administrative subdivision, conditional use permit
for building height and easement vacation applications for the development to be known as
Estoria Lakeville. The proposed subdivision is located west of and adjacent to the Hosanna
Church on Ipava Avenue, south of 162nd Street (CSAH 46), north of and adjacent to 165th
Street, and east of and adjacent to the Crystal Park subdivision. The parent parcels consist of
portions of Outlot A, Hosanna and Lot 1, Block 1, Hosanna 4th Addition zoned RH-2, Multiple
Family Residential District.
The preliminary plat consists of eighty-nine (89) senior co-op dwelling units within one
building on one (1) lot within one (1) block, and one (1) outlot on 4.01 acres.
The proposed development will be completed by:
Developer: Ebenezer
Engineer/Surveyor: Kimley-Horn and Associates, Inc.
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SSIITTEE CCOONNDDIITTIIOONNSS
The Estoria Lakeville site consists of undeveloped land, existing parking for the Hosanna
campus, landscaping and private utilities. A security will be required with the final plat for the
removal of the site encroachments and restoration of the adjacent property. The site currently
drains to the north into an existing stormwater management basin located within Outlot B,
Hosanna 2nd Addition. The site is bordered to the east by the Hosanna Church and by the
Crystal Park townhomes to the west.
EEAASSEEMMEENNTTSS
Existing drainage and utility easements are located within the parent parcel and shall be
vacated with the final plat.
SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT
165th Street
Estoria Lakeville is located north of and adjacent to 165th Street, a major collector roadway as
identified in the City’s Transportation Plan. Development of the Hosanna Addition and
Hosanna 2nd Addition final plats included dedication of 40 feet of ½ right-of-way. No
additional right-of-way is required with the Estoria Lakeville preliminary plat. 165th Street is
constructed as a 44-foot-wide undivided urban roadway and striped as a three-lane section,
with one through lane in each direction and continuous center left-turn lanes. There are
bituminous trails along both sides of 165th Street.
SSIITTEE PPLLAANN
Access to the site is proposed from a single driveway entrance onto 165th Street. The
Developer shall construct a commercial driveway entrance and provide a security with the
final plat for the driveway connection to 165th Street. Surface and underground parking is
provided on the site. The site plan includes separating the driveway and parking connections
to the Hosanna site. Privately owned and maintained sidewalk connections are provided from
the site to the existing Hosanna parking lot. The Developer and adjacent property owner shall
enter into a maintenance agreement for the sidewalk crossing property lines with the final
plat.
CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS
Construction traffic access and egress for grading, utility and street construction will be
determined with the final construction plans.
PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDD EEWWAALLKKSS
The Park Dedication requirement has not been collected on the parent parcels and will be
satisfied through a cash contribution to be calculated with the final plat.
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UUTTIILLIITTIIEESS
SSAANN IITTAARRYY SSEE WWEERR
Estoria Lakeville is located within subdistrict CL-43000 of the Crystal Lake sanitary sewer
district as identified in the City’s Comprehensive Sewer Plan. Wastewater will be conveyed via
existing public sanitary sewer to the MCES Burnsville Southwest Interceptor and continue to
the Seneca Wastewater Treatment Facility.
Development of Estoria Lakeville includes the extension of privately owned and maintained
sanitary sewer. An eigth-inch sanitary sewer will be constructed within the site and connect to
an existing public sanitary sewer stub located north of the plat on Outlot A, Hosanna Church.
The Developer shall enter into an agreement with the adjacent property owner for the
construction and maintained of the private sanitary sewer outside of the plat boundary prior
to recording the final plat.
The Sanitary Sewer Availability Charge has not been collected on the parent parcel and will
be required with the final plat.
WWAATTEERRMMAAIINN
Development of Estoria Lakeville includes the construction of privately owned and
maintained watermain to provide water service to the subdivision. Watermain to serve the
development will be extended from one (1) existing stub from 165th Street at the southeast
corner of the site. The Developer shall confirm with the Fire Marshal that the proposed
watermain system is sufficient to provide adequate fire protection for the proposed
improvements. The Developer shall restore the easement area and right-of-way to its existing
condition outside of the plat boundary for the watermain connection after completion of the
utility improvements.
The lateral watermain access charge will be required with the final plat for the existing 12-
inch watermain along 165th Street adjacent to the plat. The lateral charge will only be required
for the portion of the parent parcel that includes Outlot A, Hosanna Church.
OOVVEERRHHEEAADD LLIINN EESS
There are no overhead utility lines located on the existing parcels.
DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG
Estoria Lakeville is located within subdistrict CL-16-1 of the Crystal Lake stormwater district, as
identified in the City’s Water Resources Management Plan.
Development of Estoria Lakeville includes the construction of a privately owned and
maintained infiltration basin and bio filtration system to collect and treat the stormwater
runoff generated from the site. The basins will outlet to the north and into the existing private
storm sewer system within the Hosanna site. Prior to recording the plat, the Developer shall
enter into a maintenance agreement with the adjacent property owner for the private storm
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sewer to be located outside of the plat boundary. The stormwater management basin design
is consistent with City requirements.
The final grading plan shall identify all fill lots in which the building footings will be placed on
fill material. The grading specifications shall also indicate that all embankments meet
FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings
placed on fill material are appropriately constructed. Building permits will not be issued until
a soils report and an as-built certified grading plan have been submitted and approved by
City staff.
Estoria Lakeville 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 disturbed
by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the
City upon receipt from the MPCA.
SSTTOORRMM SSEEWWEERR
Development of Estoria Lakeville includes the construction of privately owned and
maintained storm sewer systems. Storm sewer will be installed within the site to collect and
convey stormwater runoff generated from the site to the stormwater management basins.
The Developer shall prepare a plan to provide the necessary drainage during construction,
during the reconstruction and diversion of the existing storm sewer from the Hosanna site.
The Trunk Storm Sewer Area Charge has not been collected on the portion of the parent
parcel located within Outlot A, Hosanna and must 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.
RESIDENTIAL BUFFER YARD REQUIREMENTS
165th Street is a major collector roadway as identified in the City’s Transportation Plan. A
buffer yard containing earth berms and/or plantings of a sufficient density to provide a visual
screen and a reasonable buffer a minimum of ten feet in height shall be provided adjacent to
165th Street. A certified as-built grading plan of the buffer yard berm must be submitted and
approved by City staff prior to the installation of any buffer yard plantings.
FEMA FLOODPLAIN ANALYSIS
Estoria Lakeville is shown on the Flood Insurance Rate Map (FIRM) 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.
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WWEETTLLAANNDDSS
No wetlands were identified on the property.
TTRREEEE PPRREESSEERRVVAATTIIOONN
The tree preservation plan must be submitted and reviewed prior to City Council
consideration of the final plat.
EERROOSSIIOONN CCOONNTTRROOLL
The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as
developing a SWPPP for the site prior to construction. The permit requires that all erosion and
sediment BMPS be clearly outlined in a site’s SWPPP. Changes made throughout construction
should be documented in the 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.
RREECCOOMMMMEENNDDAATTIIOONN
Engineering recommends approval of the Estoria Lakeville preliminary plat, grading and
drainage plan, erosion control plan, and utility plan.