2021.05.10 - Packet
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
Crystal Planning Commission Agenda Summary
Monday, May 10, 2021
7 p.m.
Crystal City Hall and Zoom Video Conference
Zoom call information: https://bit.ly/3souk8C (meeting ID is 896 0337 5573 and
password is 414141) or call-in toll free at 888-475-4499
1. Call to Order
2. Approval of Minutes*
a. Monday, March 8, 2021 meeting minutes
3. Public Hearing*
a. Conditional use permit request from Adath Jeshurun Congregation for a
cemetery pavilion building at 3700 Winnetka Avenue North (Application
Number 2021-02)
b. Miscellaneous amendments to the Unified Development Code (Application
Number 2021-03)
4. Old Business - None
5. New Business – None
6. General Information
a. City Council actions on previous Planning Commission items:
– Conditional use permit for event center at 351 Willow Bend at the Crystal
Shopping center
b. Update from Council liaison
c. Staff preview of likely agenda items for Monday, June 14, 2021 meeting
7. Open Forum
8. Adjournment
* Items for which supporting materials are included in the meeting packet
Page 1 of 3
CRYSTAL PLANNING COMMISSION
DETAILED AGENDA
Monday, May 10, 2021 at 7:00 p.m.
Council Chambers, Crystal City Hall
and Zoom Video Conference
Zoom call information: https://bit.ly/3souk8C (meeting ID is 896 0337 5573 and
password is 414141) or call-in toll free at 888-475-4499
Commissioners, please call 763.531.1142 or
email dan.olson@crystalmn.gov if unable to attend
* Items for which supporting materials are included in the meeting packet
1. CALL TO ORDER
The regular meeting of the Crystal Planning Commission convened at ______ p.m. with the
following members present:
Commissioner (Ward 1)
Sears [Vice Chair]
Commissioner (Ward 2)
Selton [Chair]
Commissioner (Ward 4)
Einfeldt-Brown
Commissioner (Ward 1)
Heigel
Commissioner (Ward 3)
Maristany [Sec. Vice Chair]
Commissioner (Ward 4)
Johnson
Commissioner (Ward 2)
Strand
Commissioner (Ward 3)
Buck
Commissioner (At-
Large) Seffren
2. APPROVAL OF MINUTES *
Moved by _______________ and seconded by _______________ to approve the minutes of
the March 8, 2021 regular meeting with the following exceptions:
Motion carried.
3. PUBLIC HEARINGS*
a. Conditional use permit request from Adath Jeshurun Congregation for a cemetery
pavilion building at 3700 Winnetka Avenue North (Application Number 2021-02).
Staff presented the following:
Page 2 of 3
The following were heard:
Planning Commission discussion:
Moved by _______________ and seconded by _____________ to recommend ______ to the
City Council of the conditional use permit for the proposed cemetery pavilion at 3700
Winnetka Avenue North.
Motion carried.
b. Miscellaneous amendments to the Unified Development Code (Application Number
2021-03).
Staff presented the following:
The following were heard:
Planning Commission discussion:
Moved by _______________ and seconded by _____________ to recommend ______ to the
City Council of the miscellaneous amendments to the Unified Development Code.
Motion carried.
4. OLD BUSINESS - None
5. NEW BUSINESS - None
Page 3 of 3
6. GENERAL INFORMATION
a. City Council actions on previous Planning Commission items:
- Conditional use permit for event center at 351 Willow Bend at the Crystal
Shopping center
b. Update from Council Liaison
c. Staff preview of likely agenda items for Monday, June 14, 2021 meeting:
7. OPEN FORUM
8. ADJOURNMENT
Moved by _____ and seconded by ______ to adjourn.
Motion carried.
The meeting adjourned at ______ p.m.
Unapproved Planning Commission Minutes – March 8, 2021
CRYSTAL PLANNING COMMISSION
MINUTES
Monday, March 8, 2021 at 7:00 p.m.
Council Chambers, Crystal City Hall and Zoom Video
Conference
1. CALL TO ORDER
The regular meeting of the Crystal Planning Commission convened at 7:00 p.m. with the
following members present:
X Commissioner (Ward 1)
Sears
X Commissioner (Ward 2)
Selton [Chair]
Commissioner (Ward 4)
Einfeldt-Brown [Vice Chair]
X Commissioner (Ward 1)
Heigel
X Commissioner (Ward 3)
Maristany [Sec. Vice Chair]
X Commissioner (Ward 4)
Johnson
X Commissioner (Ward 2)
Strand
X Commissioner (Ward 3)
Buck
X Commissioner (At-
Large) Seffren
Other attendees: City planner Dan Olson, City Council liaison Brendan Banks, Community
Development Director John Sutter, Tiesa Bogard, and other interested persons
2. APPROVAL OF MINUTES
Moved by Sears and seconded by Johnson to approve the minutes of the November 9, 2020
regular meeting. Ayes: Sears, Seffren, Selton, Strand, Maristany, and Johnson. Abstain:
Heigel and Buck. Nays: None
Motion carried.
3. PUBLIC HEARING
a. Conditional use permit request from Tiesa Bogard for an event center at 351 Willow Bend in
the Crystal Shopping Center (Application 2021-01).
Olson presented a summary of the staff report and stated he is recommending approval of
the CUP.
Commission member Strand asked why a CUP was required - if a restaurant was hosting
parties or meetings, they wouldn’t require a CUP. Olson stated that the proposed use
meets the definition for an event center in the Unified Development Code (UDC). In
addition the event center will be an additional principal use for the café space, rather than
an accessory use such as in her restaurant example.
Chair Selton opened the public hearing.
Unapproved Planning Commission Minutes – March 8, 2021
A member of the public expressed concern that there will be loud music at the events
which will disturb the residents who live southwest of the shopping center. Also event
attendees will park in that neighborhood if there is not enough parking in the shopping
center. Olson stated that the events will be entirely enclosed within the café space and it’s
unlikely those residents will be disturbed.
Planning Commission member Maristany asked staff if it is likely that attendees will park in
the neighborhood. Olson stated that the shopping center has a large amount of parking
and it’s unlikely that an attendee will walk the long distance past the commercial uses on
56th Avenue North in order to park in the neighborhood.
Ms. Bogard stated that events will be of a small scale that will not create a lot of noise.
Hearing that no one else from the public who wished to speak, Selton closed the public
hearing.
Moved by Strand and seconded by Buck to recommend approval to the City Council of the
conditional use permit for an event center at 351 Willow Bend in the Crystal Shopping
Center.
Ayes: Seffren, Selton, Strand, Maristany, Buck, Johnson, Sears, and Heigel. Nays: None
Motion carried.
4. OLD BUSINESS - None
5. NEW BUSINESS
a. Consider approval of a resolution for a Tax Increment Financing (TIF) Plan Modification for
TIF District #4 (Housing District)
Community Development Director Sutter presented a summary of the staff report and stated
he is recommending the Commission determine the modification conforms to the
Comprehensive Plan.
Commission member Seffren asked if after the TIF district expires in 2025, are tax revenues
distributed to the various entities that typically receive such revenue. Sutter said yes.
Commission member Johnson if there is a limit to the number of TIF districts the city can
have. Sutter said he did not believe so, but practically there are limits due to restrictions on
why the districts can be created and how the funds can be used.
Commission member Maristany asked how TIF districts are created and how they are
closed out. Sutter described how the various districts are created and how they end.
Commission member Sears asked who creates districts. Sutter stated that the City creates
districts in accordance with state law.
Commission member Selton asked if the EDA is still purchasing blighted lots. Sutter said the
EDA bought quite a few blighted vacant homes during the Great Recession and not many
are left to purchase. The EDA is now focusing on redevelopment within the Town Center
Unapproved Planning Commission Minutes – March 8, 2021
area. Future TIF districts are not likely to be able to fund the home improvement programs
and the EDA will need to find new sources of funding for those programs in the coming few
years.
Commission member Seffren asked how base property value is determined in setting up a
TIF district. Sutter stated that property value is determined based on whatever buildings
are on the property when the district is established (before redevelopment occurs).
Commission member Maristany what would happen if the TIF plan modification is not
adopted. Sutter stated that the only funds that would be available are those from the
existing plan.
Moved by Seffren and seconded by Sears to recommend adoption of the resolution
determining that the TIF Plan modification conforms to the Comprehensive Plan. Ayes:
Johnson, Strand, Selton, Buck, Heigel, Maristany, Seffren and Sears. Nays: None
b. Election of Officers
Chair: Motion by Sears, second by Selton to nominate Selton for chair. Ayes: Johnson,
Strand, Selton, Buck, Heigel, Maristany, Seffren and Sears. Nays: None
Vice-Chair: Motion by Strand, second by Seffren to nominate Sears as vice-chair.
Ayes: Johnson, Strand, Selton, Buck, Heigel, Maristany, Seffren and Sears. Nays: None
Second Vice-Chair: Motion by Strand, second by Sears to nominate Maristany as second
vice-chair. Ayes: Johnson, Strand, Selton, Buck, Heigel, Maristany, Seffren and Sears.
Nays: None
6. GENERAL INFORMATION
• City Council actions on previous Planning Commission items: Olson stated that the
Council approved the building addition site plan for Kevitt Excavating at 3335 Pennsylvania
Ave N.
• Update from Council Liaison: Mr. Banks stated progress is being made on the Council
goal of building a more inclusive community. The Council has been reviewing the impacts
of maintaining stormwater pond infrastructure. A temporary slalom course is located on
Twin Lake and there is a movement toward creating a more permanent situation.
• Staff preview of likely agenda items for Monday, April 12, 2021 meeting.
Olson said he has not received any applications for the meeting, but the deadline is not
until next week.
7. OPEN FORUM
Commission member Seffren asked for an update on construction of the assisted
living/memory care facility at 3501 Douglas and on the cell tower at 3200 Vera Cruz Ave N.
Olson stated Hampton is supposed to start building demolition this month with construction of
the new building after that. For the cell tower, Verizon has until January, 2022 to apply for the
building permit.
Commission member Maristany complimented whomever plowed out the storm drains before
the snow melt. It created a lot of great water flow. Sutter stated that it was the city’s Public
Unapproved Planning Commission Minutes – March 8, 2021
Works Department, specifically Director Mark Ray and Superintendents Bill Bowman and Pat
Sele who supervise the work crews.
8. ADJOURNMENT
Moved by Sears and seconded by Johnson to adjourn. Ayes: Johnson, Strand, Selton, Buck,
Heigel, Maristany, Seffren and Sears. Nays: None
Motion carried.
The meeting adjourned at 8:20 p.m.
3700 WINNETKA AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 1 OF 5
___________________________________________________________________________
FROM: Dan Olson, City Planner
___________________________________________________________________________
TO: Planning Commission (for May 10 Meeting)
DATE: May 5, 2021
RE: PUBLIC HEARING – Conditional use permit to allow Adath Jeshurun
Congregation to construct a pavilion at Adath Chesed Shel Emes Cemetery at
3700 Winnetka Avenue North (Application Number 2021-02)
A. INTRODUCTION
Jonathan Shaver, on behalf of Adath Jeshurun Congregation, is proposing to construct
a pavilion at Adath Chesed Shel Emes Cemetery at 3700 Winnetka Avenue North. The
property is zoned Low Density Residential (R-1) and cemeteries are a conditional use
within that zoning district.
Notice of the May 10 public hearing was published in the Sun Post on April 29 and
mailed to property owners within 500 feet (see attachment A), and posted to the
Winnetka Hills, Brownwood and Valley Place neighborhoods on Nextdoor. A sign was
also posted on the property and a hearing notice was sent to the City of New Hope
since the property is adjacent to the New Hope/Crystal boundary line.
Attachments:
A. Site location map showing public hearing notification area
B. Existing zoning map
C. Project narrative submitted by applicant
D. Site plan (14 sheets)
PLANNING COMMISSION STAFF REPORT
Cemetery Pavilion
3700 WINNETKA AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 2 OF 5
B. BACKGROUND
Existing use
According to the applicant, the 19.2 acre property was established as a cemetery in
1924. A CUP has not been previously approved for this use, making the cemetery a
“legal nonconforming use” under the UDC. To make the cemetery a conforming use staff
recommends the approval include the entire cemetery and the pavilion building.
Adjacent uses
The following are the existing land uses and zoning districts surrounding this property:
• North – Beth El Memorial Park (cemetery), zoned R-1
• East – Property in New Hope zoned Industrial
• West – Commercial properties in New Hope (zoned Residential Business) and
single-family homes (zoned R-1)
• South – Apartment building (zoned R-3), contractor showroom (zoned Commercial)
Proposed use
The applicant is proposing to construct an approximately 1,400 square foot pavilion for
memorial services and two other congregational events that take place on Memorial Day
and in the Fall. The 13’ tall pavilion will be accessed off the main cemetery road by a
gravel road.
The cemetery property consists of three platted lots. As a condition of CUP approval,
the applicant will submit a lot consolidation application that will replat these lots into one
parcel. According to the Unified Development Code (UDC), a lot consolidation
application is approved by the City Council without the need for a public hearing. The
following are notable site plan elements for this building.
➢ Building setbacks and height. The proposed building easily meets the required
setbacks in the R-1 district. The building will be approximately 13’ tall, which meets
the maximum height of 32’.
➢ Parking. There is no parking requirement in the UDC for cemeteries. Parking
occurs alongside the existing gravel drives within the cemetery. The applicant is
adding two handicapped parking spaces near the pavilion.
➢ Stormwater management and erosion control measures. The city does not require
a stormwater management plan because less than one acre is being disturbed.
During building construction, the city will require erosion control techniques to be
used on-site including silt fences, rock construction entrances, and wattle logs.
➢ Utilities. The building will not have restroom or kitchen facilities so it will not connect
to existing utilities. A portable toilet is located elsewhere on the property.
➢ Access and circulation. The city’s Public Works Director and the West Metro Fire
Rescue District staff have reviewed this site plan and found it adequate to meet
vehicle movement into and within the site, including fire trucks.
3700 WINNETKA AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 3 OF 5
➢ Building elevations. The proposed major exterior building material are wooden
panels with stone accents. These materials meet the city’s requirements. An
architectural rendering of the proposed building is attachment D.
➢ Landscaping. There are plenty of trees on the cemetery property. The applicant is
providing landscaping between the pavilion and the gravel road.
➢ Screening. There is a large stand of trees and other vegetation between the
proposed pavilion building and the single-family homes across Winnetka Avenue.
➢ Exterior lighting. The only proposed lighting for the building will be two ground-
mounted fixtures to illuminate the building’s east side. This lighting meets the city’s
requirements.
➢ Pedestrian connections. There is an existing sidewalk along Winnetka Avenue that
provides pedestrian connections to the cemetery.
C. CONDITIONAL USE PERMIT
CUP criteria
The following are the relevant criteria in city code section 510.19 for approval of CUPs.
The applicant has also provided their own response to these criteria in attachment C.
(a) The proposed use has been approved as a conditional use in the zoning district
for which it is proposed.
Findings: Cemeteries are a conditional use in the Low Density Residential
(R-1) zoning district.
(b) The conditional use will be in accordance with the general objectives, or with any
specific objective, of the city’s comprehensive plan and this UDC.
Findings: On the 2040 Planned Land Use map the property is guided as
Institutional. The cemetery conforms to that designation.
(c) The conditional use will be designed, constructed, operated, and maintained so
as to be harmonious and appropriate in appearance with the existing or intended
character of the general vicinity and that such use will not change the essential
character of the same area.
Findings: The property has been a cemetery for many years and the
addition of a pavilion will not change the character of the area. The
proposed pavilion would be located approximately 600’ from the property
line of the nearest residential property.
(d) Impacts such as noise, hours of activity, and exterior lighting have been
sufficiently addressed to mitigate negative impacts on nearby uses.
Findings: The proposed pavilion will not generate unusual noise impacts
beyond those normally associated with a cemetery.
3700 WINNETKA AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 4 OF 5
(e) Parking is adequately provided for the proposed conditional use.
Findings: As described in section B, above, parking is adequately provided
for the cemetery use.
(f) In the approval of a conditional use permit, the City Council may impose such
conditions as it determines is necessary to make the use compatible with other
uses allowed in the same district zone or vicinity.
Findings: The proposed conditions of approval for the CUP are found in
section D of this staff report.
D. REQUESTED ACTION
The Planning Commission is being asked to make a recommendation to the City
Council to either deny or approve the CUP to construct a pavilion at Adath Chesed Shel
Emes Cemetery at 3700 Winnetka Avenue North. The recommendation should include
not only the pavilion building in the CUP approval, but the entire cemetery, and
reference findings of fact either for or against the proposal. The Commission may
reference the findings for approval in sections B and C above.
Staff recommends approval of the CUP with the conditions below.
Recommended Motion: Recommend approval of the conditional use permit (CUP) for
the Adath Chesed Shel Emes Cemetery at 3700 Winnetka Avenue North, including the
proposed pavilion building, according to the findings of approval in Sections B and C in
this staff report, and subject to the following conditions:
1. Site plan. The pavilion shall be constructed according to the site plan in attachment D.
2. Building permit issuance. Prior to issuance of the building permit, the applicant shall
provide documentation that the final plat approved by the City Council for the lot
consolidation application has been recorded.
3. Compliance. This conditional use permit is subject to the applicable requirements of
the Crystal city code. The Applicant is required to comply with all applicable federal,
state, and local laws, rules, regulations, and ordinances, and is required to obtain
such other permits and permissions as may be required.
4. No Waiver. Failure by the city to take action with respect to any violation of any
condition, covenant or term of this conditional use permit shall not be deemed to be
a waiver of such condition, covenant, or term or any subsequent violation of the
same or any other condition, covenant, or term.
5. Revocation. The violation of any terms or conditions of this conditional use permit
including, but not limited to, any applicable federal, state, or local laws, rules,
regulations, and ordinances, may result in revocation of the conditional use permit.
The applicant shall be given written notice of any violation and reasonable time, as
determined by the city, to cure the violation before a revocation of the permit will
occur.
6. Binding Effect. This conditional use permit, and the conditions placed on it, are
binding on the applicant, their successors and assigns, shall run with the property,
and shall not in any way be affected by the subsequent sale, lease, or other change
from current ownership, until the conditional use permit is terminated or revoked as
3700 WINNETKA AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 5 OF 5
provided herein. The obligations of the applicant under this conditional use permit
shall also be the obligations of the current and any subsequent owners of the
property.
7. Acceptance of Conditions. Utilization of the property for any of the uses allowed by
this conditional use permit shall automatically be deemed acceptance of, and
agreement to, the terms and conditions of this conditional use permit without
qualification, reservation, or exception.
City Council action is anticipated on May 18, 2021.
Site Location and Public Hearing Notice Mailing Map
3700 Winnetka Ave N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment A
Zoning Map
3700 Winnetka Ave N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment B
Attachment C
OWNER: Adath Jeshurun CongregationCONTACT: Jonathan ShaverSTRUCTURAL: Hammel, Green & AbrahamsonCONTACT: Lauren PiephoCIVIL: Hammel, Green & AbrahamsonCONTACT: Erik HansenELECTRICAL: Hammel, Green & AbrahamsonCONTACT: Mike O'ConnellLANDSCAPE: Hammel, Green & AbrahamsonCONTACT: Ted LeeARCHITECT: Hammel, Green & AbrahamsonCONTACT: Sam EdelsteinPHONE: (952) 956-4216EMAIL: Shaverjms@gmail.comPROJECT FLOOR AREA:1385 SFHEIGHT OF NEW BUILDING: 13'-4"PROJECT ADDRESS: Adath Chesed Shel Emes Cemetery3700 Winnetka Ave NorthCrystal, MN 55427PROJECT INFORMATIONPROJECT DESCRIPTION: The construction of an outdoor pavilion that shall serve as the gathering place for memorial services and other congregational eventsPROJECT NAME: ADATH CHESED SHEL EMES CEMETERY PAVILIONCONTACT INFORMATIONPHONE: (612) 758-4321EMAIL: SEdelstein@HGA.comPHONE: (612) 758-4275EMAIL: EHansen@HGA.comPHONE: (612) 758-4346EMAIL: MOConnell@HGA.comPHONE: (612) 758-4306EMAIL: TLee@HGA.comPHONE: (612) 758-4293EMAIL: LPiepho@HGA.comCCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.HGA COMMISSION NUMBER:420 NORTH 5TH STREET, SUITE 100MINNEAPOLIS, MINNESOTA 55401TELEPHONE: 612.758.4000LOCATION MAPNOTE: RENDERING NOT FOR CONSTRUCTION USE4/13/2021 12:09:12 PMADATH CHESED SHELEMES CEMETERYPAVILIONG0004653-001-013700 Winnetka Ave NCrystal, MN 55427DATE: APRIL 13, 2021800 Washington Ave N, Suite 600Minneapolis, MN 55401DRAWING INDEXREV#NUMBER SHEET NAME1-GENERAL G000 COVERSHEET2-CIVILC001 CIVIL NOTES AND LEGENDC300 SITE LAYOUT AND SURFACING PLANC400 SITE GRADING UTILITY AND EROSION CONTROL PLANC900 SITE DETAILSC901 EROSION CONTROL DETAILS3-LANDSCAPEL100 SITE PLANL101 ENLARGED SITE PLAN4-ARCHITECTURALA010 GENERAL NOTES AND SYMBOLSA201 FLOOR PLAN, ROOF PLAN & REFLECTED CEILING PLANA400 OVERALL EXTERIOR ELEVATIONS & BUILDING SECTIONSA420 WALL SECTIONS & DETAILS5-STRUCTURALS001 GENERAL STRUCTURAL NOTES AND ABBREVIATIONSS200 FOUNDATION AND FRAMING PLANSS300 PROJECT DETAILSS301 PROJECT DETAILS8-ELECTRICALE000 ELECTRICAL GENERAL NOTES AND SYMBOLSE030 ELECTRICAL SITE PLANE100 ELECTRICAL PLANE600 SPECIFICATIONSGrand total: 20$WWDFKPHQW'
IJDOOR / EXITNEW CURB TAPERNEW SINGLE SIGNNEW DOUBLE SIGNNEW ISOLATION JOINTNEW CONTROL JOINTCONSTRUCTION LIMITSPLAN LEGEND(SEE SITE SURVEY FOR EXISTING FEATURES LEGEND)REMOVE TREE/SHRUBREMOVE CURBREMOVE UNDERGROUND UTILITYABANDON UTILITY IN-PLACEREMOVE PAVEMENT/WALKMILL PAVEMENTREMOVE BUILDINGSAWCUT LINETREE PROTECTIONUTILITY CONTACTS:WATERSEWERCENTERPOINT ENERGY 612-321-5363XCEL ENERGY 800-848-7558CENTURY LINK 877-366-8344EXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATERMAINEXISTING GASEXISTING TELEPHONE/FIBER OPTICNEW SANITARY SEWERNEW STORM SEWERNEW WATERMAINNEW SUB-DRAINSB-02EXISTING INDEX CONTOUREXISTING CONTOUREXISTING CONTOUR DISTURBEDPROPOSED CONTOURPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONDRAINAGE ARROWDRAINAGE DIVIDENEW MANHOLENEW DRAINAGE STRUCTURENEW HYDRANTNEW GATE VALVESOIL BORINGNEW LIGHT FIXTURESSILT FENCEINLET PROTECTIONEROSION FIBER LOGEROSION CONTROL BLANKETTURF REINFORCEMENT MATLAYOUT & SURFACING1. ALL DIMENSIONS TO CURBS AND CURB & GUTTER ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.BACK OF CURB IS TYPICALLY 8-INCHES BEHIND THE FACE OF CURB.2. GUIDELINES FOR CONSTRUCTION OF NEW CONCRETE SURFACING:a. MAXIMUM SPACING OF CONTROL JOINTS IN WALKS TO BE 8-FEET, BUT GENERALLY MATCH THE WALKWIDTH.b. MAXIMUM SPACING OF CONTROL JOINTS IN CONCRETE TRAFFIC SLABS TO BE 12-FEET.c. ALIGN JOINTS WITH WALK CORNERS, HORIZONTAL DEFLECTIONS, BUILDING CORNERS, ETC. AND USENOMINALLY EQUAL PANEL SIZES.d. SEE 1/C900 FOR JOINTING DETAILS.e. PROVIDE A MAXIMUM 2% CROSS SLOPE ON ALL SIDEWALKS UNLESS DESIGNATED OTHERWISE ON SITEPLANS.3. DRIVEWAY APRON, SIDEWALK AND CURB & GUTTER WITHIN THE PUBLIC RIGHT-OF-WAY MUST BE CONSTRUCTED INACCORDANCE WITH THE APPLICABLE CITY OR STATE DOT STANDARDS.GRADING1. SEE SITE SURVEY SHEET(S) FOR BENCHMARKS.2. SEE SPECIFICATION SECTION 310000 EARTHWORK3. ALL EXPOSED SOIL AREAS MUST BE TEMPORARILY OR PERMANENTLY STABILIZED NO MORE THAN 7 DAYSAFTER CONSTRUCTION ACTIVITY ON THAT PORTION OF THE SITE HAS CEASED.4. SPOT ELEVATIONS ARE TYPICALLY GIVEN AT FINISHED SURFACE. AT TOP OF CURB, ELEVATIONS ARENOTED WITH A "TC".5. SEE GEOTECHNICAL EVALUATION REPORT PREPARED BY BRAUN INTERTEC, DATED OCTOBER 2, 2020 FORINFORMATION ON SOILS AND SUBGRADE PREPARATION.6. TESTING AGENCY MUST OBSERVE AND APPROVE ALL BUILDING AND PAVEMENT SUBGRADE SOILS.UTILITIES1. VERIFY BUILDING STORM, SANITARY, AND WATER SERVICE LOCATIONS AND ELEVATIONS WITH PLUMBINGCONTRACTOR PRIOR TO CONSTRUCTION OF SERVICE LINES.2. ALL UTILITY DEMOLITION OR ABANDONMENT MUST COMPLY WITH UTILITY OWNER'S REQUIREMENTS.3. PROVIDE MINIMUM 7.5' COVER ON ALL WATER MAINS. ALL WATER MAIN CONSTRUCTION MUST COMPLY WITHCITY REQUIREMENTS.4. ALL STORM SEWER CONSTRUCTION MUST COMPLY WITH CITY REQUIREMENTS.5. COORDINATE CONNECTIONS TO EXISTING UTILITY SYSTEMS WITH UTILITY OWNER.6. SEE SHEET C400 FOR NEW UTILITY STRUCTURE INFORMATION7. ADJUST ALL CASTINGS AND VALVE BOXES WITHIN PROJECT LIMITS TO FINAL ELEVATION 1/4" BELOWFINISHED SURFACE.8. ALL PIPE CONSTRUCTION IS SUBJECT TO VIDEO INSPECTION TO CONFIRM THAT THERE ARE NO SAGS IN THEPIPE PROFILE. PIPES MUST HAVE A CONTINUOUS STRAIGHT SLOPE BETWEEN MANHOLES. 9. PROVIDE AN AS-BUILT SURVEY OF THE DISTURBED AREA INCLUDING PIPE AND STRUCTURE INVERTELEVATIONS OF ALL NEW UTILITY CONSTRUCTION UPON PROJECT COMPLETION.936.00ABBREVIATIONSAD AREA DRAINADA AMERICAN DISABILITY ACTAGG AGGREGATEALTA AMERICAN LAND TITLE ASSOCIATIONARCH ARCHITECTURALASTM AMERICAN SOCIETY FOR TESTING & MATERIALSBIT BITUMINOUSBMP BEST MANAGEMENT PRACTICEBOT BOTTOMCB CATCH BASINCO CLEAN OUTCONC CONCRETECSP CORRUGATE STEEL PIPECY CUBIC YARDDIA DIAMETERDIP DUCTILE IRON PIPEDWGS DRAWINGSELEC ELECTRICALFES FLARED END SECTIONGV GATE VALVEHDPE HIGH DENSITY POLYETHYLENE PIPEHW HIGH WATERHYD HYDRANTINV INVERTLF LINEAR FOOTMAX MAXIMUMMECH MECHANICALMH MANHOLEMIN MINIMUMNTS NOT TO SCALEPE POLYETHYLENE PIPEPSI POUNDS/SQUARE INCHPVC POLY VINYL CHLORIDERRADIUSRCP REINFORCED CONCRETE PIPESAN SANITARYSEW SEWERSF SQUARE FOOTST STRUCTURESTM STORMSTRUCT STRUCTURALTA TESTING AGENCYT/W TOP OF WALLTYP TYPICALUNO UNLESS NOTED OTHERWISEWAT WATERGENERAL CIVIL NOTES:PREPARATION & RESTORATION1. EXISTING SITE CONDITIONS DEPICTED ON THE DRAWINGS ARE BASED ON TOPOGRAPHIC & UTILITYSURVEY PROVIDED BY THE OWNER. THE CONTRACTOR MUST VISIT THE SITE TO VERIFY EXISTINGCONDITIONS.2. CONTRACTOR MUST OBTAIN ALL REQUIRED PERMITS FROM CITY, STATE AND OTHERS REGULATORYAGENCIES.3. UTILIZE THE STATE ONE CALL SYSTEM @ 1-800-252-1166, 48 HOURS PRIOR TO PERFORMING ANYEXCAVATION. EXISTING UNDERGROUND UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS BASED ONINFORMATION PROVIDED BY UTILITY COMPANIES IN RESPONSE TO A LOCATE REQUEST MADE BY THESURVEYOR. ALL EXISTING UTILITIES MAY NOT BE SHOWN.4. PRIOR TO CONSTRUCTION, FIELD-VERIFY LOCATION AND ELEVATION OF UTILITIES THAT MAY BE IMPACTEDOR DAMAGED BY CONSTRUCTION. REPORT ANY CONFLICTS OR EXISTING DAMAGE TO THE OWNER AND A/EPRIOR TO ORDERING ANY MATERIALS FOR CONSTRUCTION.5. INSTALL ALL EROSION AND SEDIMENT CONTROL PRACTICES, PRIOR TO COMMENCEMENT OF LANDDISTURBING ACTIVITIES IN ACCORDANCE WITH APPLICABLE PERMIT(S).6. PROTECT EXISTING UTILITY PIPES AND APPURTENANCES FROM DAMAGE DUE TO CONSTRUCTIONACTIVITY. PROVIDE TEMPORARY SUPPORT AND BRACING OF UTILITIES IN ACCORDANCE WITH UTILITYOWNER'S REQUIREMENTS AS REQUIRED FOR CONSTRUCTION.7. COORDINATE DISRUPTION OF UTILITY SERVICES WITH OWNER. LIMIT SERVICE DISRUPTION TO TIMESAPPROVED BY OWNER.8. PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE MINNESOTA MANUAL OF UNIFORM TRAFFICCONTROL DEVICES, INCLUDING THE TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL,LATEST EDITION, AT ALL TIMES THAT CONSTRUCTION ACTIVITY DISRUPTS TRAFFIC ON PUBLIC ROADWAYS.9. COORDINATE DISRUPTION OF PEDESTRIAN AND VEHICULAR TRAFFIC WITH OWNER. OBTAIN ALL REQUIREDSTREET AND SIDEWALK CLOSURE PERMITS. CONTACT CITY OR ROAD AUTHORITY TO VERIFYREQUIREMENTS.10. CARE MUST BE TAKEN DURING CONSTRUCTION TO PROTECT SURVEY MONUMENTS AND PROPERTY IRONS.11. PROTECT ALL TREES NOT SPECIFICALLY DESIGNATED FOR REMOVAL.12. SAWCUT PAVEMENT THAT REMAINS AT REMOVAL LIMITS.13. REMOVE & REPLACE ALL TRAFFIC SIGNS DISTURBED BY CONSTRUCTION ACTIVITY.14. RESTORE OR REPAIR DAMAGED ROADS, WALKS, CURBS, UTILITIES, OR PLANT MATERIALS TO CONDITIONEQUAL TO OR BETTER THAN PRE-CONSTRUCTION CONDITION AND AS REQUIRED BY OWNER.15. ALL WORK MUST COMPLY WITH APPLICABLE SECTIONS OF THE MNDOT STANDARD SPECIFICATIONS FORCONSTRUCTION AND SUPPLEMENTAL DOCUMENTS, LATEST EDITION; AND THE CITY ENGINEERSASSOCIATION OF MINNESOTA STANDARD SPECIFICATIONS, LATEST EDITION.16. LEGALLY DISPOSE OF ALL WASTE MATERIALS, DEBRIS AND EXCESS EXCAVATED MATERIAL.17. MAINTAIN ACCURATE RECORDS OF ALL NEW UTILITY CONSTRUCTION INCLUDING SURVEYED ELEVATIONSOF PIPE AND STRUCTURE INVERTS FOR AS-BUILT OR RECORD DOCUMENTS.EROSION AND SEDIMENT CONTROL1. INSTALL PERIMETER EROSION CONTROLS AS INDICATED IN PLANS PRIOR TO START OF WORK. HAYBALES ARE NOT ALLOWED AS EROSION AND SEDIMENT CONTROL DEVICES.2. ESTABLISH ROCK CONSTRUCTION ENTRANCES PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES. 112"-3" WASHED AGGREGATE IS RECOMMENDED FOR ROCK ENTRANCES, A GEOTEXTILE FABRIC ISREQUIRED.3. REMOVE ALL SOILS AND SEDIMENTS DEPOSITED ONTO PUBLIC AND/OR PRIVATE PAVEMENT AREASWITHIN 24 HOURS OF DEPOSITION. REMOVAL OF TRACKING MATERIALS SHALL BE COMPLETED AT THEEND OF EACH WORK DAY WHEN TRACKING OCCURS. SWEEPING MAY BE ORDERED AT ANY TIME IFCONDITIONS WARRANT. SWEEPING SHALL BE MAINTAINED THROUGHOUT THE DURATION OFCONSTRUCTION AND IN SUCH A MANNER TO PREVENT DUST BEING BLOWN TO ADJACENT PROPERTIES.4. INSTALL INLET PROTECTION IN ALL DOWNSTREAM CATCH BASINS WHICH RECEIVE RUNOFF FROM THEDISTURBED AREA. CATCH BASIN INSERTS ARE REQUIRED AT ALL LOCATIONS NOT WITHIN THEDISTURBED AREA WHICH RECEIVE RUNOFF (MNDOT TYPE C INLET PROTECTION). NOTE HAY BALES ANDSILT FENCE WRAPPED GRATES ARE NOT EFFECTIVE AND ARE NOT APPROVED FOR USE AS INLETPROTECTION DEVICES.5. LOCATE ALL SOIL AND DIRT PILES NOT LESS THAN 25 FEET FROM ANY PUBLIC OR PRIVATE ROADWAY ORDRAINAGE CHANNEL. ALL STOCK PILES THAT REMAIN IN PLACE FOR 7 DAYS OR MORE SHALL BESTABILIZED BY MULCHING, VEGETATIVE COVER, TARPING OR OTHER MEANS. TEMPORARY STOCK PILESLOCATED ON PAVED SURFACES MUST BE AT LEAST 2 FET OR MORE AWAY FROM THEDRAINAGE/GUTTER LINE AND SHALL BE COVERED, IF REMAINING MORE THAN 24 HOURS.6. MAINTAIN ALL TEMPORARY EROSION CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGEAREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON AWEEKLY BASIS AND REPLACE DETERIORATED, DAMAGED OR ROTTED EROSION CONTROL DEVICESIMMEDIATELY.7. MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PERFORMED WHENEVER THEDEVICE IS 30% FULL, FAILURE TO MAINTAIN EROSION CONTROL DEVICES MAY LEAD TO FURTHERENFORCEMENT ACTION. WEEKLY INSPECTIONS REQUIRED AND AFTER EACH 12" OR MORE RAIN EVENTWITHIN 24 HOURS.8. READY MIXED CONCRETE AND BATCH PLANT WASHOUTS PROHIBITED WITHIN THE PUBLIC RIGHT OFWAY, DESIGNATE CONCRETE WASHOUT AND MIXING LOCATIONS IN THE EROSION CONTROL PLANS.UNDER NO CIRCUMSTANCES MAY WASHOUT WATER DRAIN ONTO THE PUBLIC RIGHT OF WAY OR INTOTHE PUBLIC STORM DRAIN.9. TEMPORARY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE BEEN FINISH GRADEDWITHIN 7-14 DAYS (SLOPE DEPENDENT). USE SEEDING AND MULCHING, EROSION CONTROL MATTINGAND/OR SODDING WITH TEMPORARY STAKING IN GREEN SPACE AREAS. USE EARLY APPLICATION OFGRAVEL BASE FOR AREAS DESIGNATED FOR PAVED SURFACING.10. REMOVE ALL TEMPORARY SYNTHETIC, STRUCTURAL AND NON-BIODEGRADABLE EROSION ANDSEDIMENT CONTROL AFTER THE SITE HAS UNDERGONE FINAL STABILIZATION AND PERMANENTVEGETATION HAS BEEN ESTABLISHED, MINIMUM VEGETATION COVER OF 70% REQUIRED, ALLTEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED UNTIL THE SITE HAS70% ESTABLISHED VEGETATIVE COVER AND ALL PAVED AREAS HAVE BEEN STABILIZED WITH THESELECTED PAVEMENT TYPE.11. FURNISH AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL BMPs AS NECESSARY TOPREVENT EROSION FROM DISTURBED SURFACES AND CAPTURE SEDIMENT ON SITE. ALL EROSIONCONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY REMOVAL WORK AND/OR GROUND DISTURBINGACTIVITIES COMMENCE AND SHALL BE MAINTAINED UNTIL THE POTENTIAL FOR EROSION HAS BEENELIMINATED. SEDIMENT CONTROL DEVICES MUST BE ESTABLISHED ON ALL DOWN-GRADIENTPERIMETERS BEFORE ANY UP-GRADIENT LAND DISTURBING ACTIVITIES BEGIN.12. STORM SEWER INLETS SHALL BE PROTECTED AT ALL TIMES WITH THE APPROPRIATE INLET PROTECTIONDEVICE FOR EACH SPECIFIC PHASE OF CONSTRUCTION. INLET PROTECTION DEVICES MAY NEED TO BEREPLACED MULTIPLE TIMES IN THE SAME LOCATION OVER THE LIFE OF THE PROJECT. ALL STORMSEWER INLET PROTECTION DEVICES SHALL BE KEPT IN GOOD FUNCTIONAL CONDITION AT ALL TIMES.HGA NO:DATE:NO DESCRIPTION DATEADATH CHESEDSHEL EMESCEMETERYPAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01Erik A. Hansen41942NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA800 Washington Ave N, Suite 600Minneapolis, MN 55401CIVILNOTESANDLEGENDC001
PAVILIONFFE = 939.00SCALE IN FEET010208'8'18'R5'ALIGNALIGN 1122N 185347.71E 501438.70CENTER OF PAVILION8'12'212"x18" 2 5.5'REQUIREDVEHICLE IDPARKINGR7-8mFOR VIOLATIONUP TO $200 FINESIGN NO. SIZELEGENDNUMBEROFINSTALLSMOUNTINGHEIGHT(FEET)PLANSYM.TRAFFIC SIGNSAISLEHANDICAPACCESS NOPARKING7112" X 18"11.5" BITUMINOUS WEAR (MnDOT 2360)2" BITUMINOUS NON-WEAR (MnDOT 2360)8" AGGREGATE BASE - (MnDOT 3138)T.A. APPROVED SUBGRADE5" CONCRETE4" AGGREGATE BASE (MnDOT 3138)T.A. APPROVED SUBGRADESURFACING LEGEND:BITUMINOUSPARKINGCONCRETEWALKNOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND2. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION.KEY NOTESADA PAKING - SEE DETAIL 2/C9001HGA NO:DATE:NO DESCRIPTION DATEADATH CHESEDSHEL EMESCEMETERYPAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01Erik A. Hansen41942NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA800 Washington Ave N, Suite 600Minneapolis, MN 55401SITELAYOUTANDSURFACINGPLANC300
PAVILIONFFE = 939.00939.00939.00937.50937.50936.35936.8937.30935.77936.703.6%937.43936.95937.023.1%1.8%1.8%937.251.93%936.57936.11936.84936.381.8%1.8%1.5%1.5%937.25936.0936.22936.923.8%937.43938.25938.25937.75937.50937.00936.75936.50936.25939.50SCALE IN FEET01020SCLSFECBECBCESCLSCLSCLSFDSDSDSDSNOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND2. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION.3. SEE SHEET C901 FOR EROSION CONTROL DETAILSKEY NOTES:SILT FENCEEROSION CONTROL BLANKETROCK CONSTRUCTION EXITSEDIMENT CONTROL LOGDRAINAGE SWALE. SEE DETAIL 4/C900.SFECBCESCLSITE INFORMATION AREA (S.F.) AREA (ACRE)DISTURBED AREA EXISTING IMPERVIOUS AREAPROPOSED IMPERVIOUS AREA9,982 0.23 0 04,219 0.10DSHGA NO:DATE:NO DESCRIPTION DATEADATH CHESEDSHEL EMESCEMETERYPAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01Erik A. Hansen41942NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA800 Washington Ave N, Suite 600Minneapolis, MN 55401SITEGRADING,UTILITY ANDEROSIONCONTROL PLANC400
1/2"1BTOOLED JOINT, IFREQUIRED TO MATCHEXISTING WALKPROVIDE SAW-CUT JOINTUNLESS DESIGNATEDOTHERWISETHICKNESS PERSURFACING PLANSEE SURFACING PLAN(S) FOR LOCATION OF JOINT TYPES.GALVANIZED SUPPORTCHANNEL INLANDSCAPE AREAS.GALVANIZED PIPEREQUIRED WHEN INPAVED AREAS.60" - 66" FROM PARKING STALL PAVEMENT TO BOTTOM OF SIGNSEE SPEC SECTION 321723STAINLESS STEEL CAPBUILDING WALLJOINT DETAILSISOLATION JOINT (IJ)GALVANIZED OR STAINLESS STEELBOLTS, NUTS, & WASHERSREFELECTIVE ALUMINUM SIGN1/4" RADIUSUNDISTURBED EARTH ORCOMPACTED BACKFILLSEALANTMOUNTING BRACKET REQUIREDFOR PIPE SUPPORTSFOAM SEALANT BACKER1/4 SLABTHICKNESS1/4" 1/4"1/4" RCONTROL JOINT (CJ)A3ADA PARKING STALL SIGN2'45°PER PLAN18' TYPICALPROVIDE "NO PARKING,ACCESS AISLE" SIGN4" SOLID LINE- PAINT (TYP.)ADA PARKING STALLS AND AISLE24" SOLID LINE- PAINT12" HIGH LETTERSNOPARKINGADA SYMBOL(TYP.)PROVIDEMAXIMUM 2%SLOPE IN ANYDIRECTIONPROVIDEMAXIMUM 2%SLOPE IN ANYDIRECTION46" TOPSOIL3'3(H):1(V) MAXDRAINAGE SWALEHGA NO:DATE:NO DESCRIPTION DATEADATH CHESEDSHEL EMESCEMETERYPAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01Erik A. Hansen41942NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA800 Washington Ave N, Suite 600Minneapolis, MN 55401SITE DETAILSC900
MIN. LENGTH =MIN. LENGTH =10 FTMIN.10 FTMIN.NOTES FOR DETAILS 1 & 21. MINIMUM LENGTH IS 50 FEET OR A LENGTH SUFFICIENT TO ALLOW A MINIMUM OF 5TIRE ROTATIONS ON THE PROVIDED PAD. MINIMUM LENGTH SHALL BECALCULATED USING THE LARGEST TIRE WHICH WILL BE USED IN TYPICALOPERATIONS.2. PROVIDE RADIUS OR WIDEN PAD SUFFICIENTLY TO PREVENT VEHICLE TIRES FROMTRACKING OFF OF PAD WHEN LEAVING SITE.3. IF RUNOFF FROM DISTURBED AREAS FLOWS TOWARD CONSTRUCTION EXIT,PREVENT RUNOFF FROM DRAINING DIRECTLY TO PUBLIC ROAD OVERCONSTRUCTION EXIT BY CROWNING THE EXIT OR SLOPING TO ONE SIDE. IFSURFACE GRADING IS INSUFFICIENT, PROVIDE OTHER MEANS OF INTERCEPTINGRUNOFF.4. IF RUNOFF FROM CONSTRUCTION EXIT WILL DRAIN OFF OF PROJECT SITE,PROVIDE SEDIMENT TRAP WITH STABILIZED OVERFLOW.5. IF A TIRE WASH OFF IS REQUIRED THE CONSTRUCTION EXIT SHALL BE GRADED TODRAIN THE WASH WATER TO A SEDIMENT TRAP.6. MINIMUM LENGTH OF RUMBLE PAD IS 20 FEET, OR AS REQUIRED TO REMOVESEDIMENT FROM TIRES. IF SIGNIFICANT SEDIMENT IS TRACKED FROM THE SITE,THE RUMBLE PAD SHALL BE LENGTHENED OR THE DESIGN MODIFIED TO PROVIDEADDITIONAL VIBRATION. WASH-OFF LENGTH SHALL BE AS REQUIRED TOEFFECTIVELY REMOVE CONSTRUCTION SEDIMENT FROM VEHICLE TIRES.7. MAINTENANCE OF CONSTRUCTION EXITS SHALL OCCUR WHEN THEEFFECTIVENESS OF SEDIMENT REMOVAL HAS BEEN REDUCED. MAINTENANCESHALL CONSIST OF REMOVING SEDIMENT AND CLEANING THE MATERIALS ORPLACING ADDITIONAL MATERIAL (SLASH MULCH OR CRUSHED ROCK) OVERSEDIMENT FILLED MATERIAL TO RESTORE EFFECTIVENESS.RUMBLE PADSLASH MULCH,CRUSHED ROCK,SHEET PAD,OR OTHER PERSPECIFICATION.SLASH MULCH,CRUSHED ROCK,SHEET PAD, OROTHER PERSPECIFICATION.TAPER EDGESAT 1:1TAPER EDGES AT 1:1GEOTEXTILE FABRICINPLACE GROUND6" MIN.CROSS SLOPE 3% OR FLATTER6'' MIN. DEPTH OF 1''TO 2'' CRUSHED ROCK ORSLASH MULCHRADIUS ASREQUIREDPUBLIC ROADRADIUS ASREQUIREDPUBLIC ROADTRAFFIC FLOWHIGH STRENGTH GEOTEXTILE FABRIC(TWO LAYERS SEWN TOGETHER TO FORM POCKETS)MIN. 2" DIA. HIGH TENSILE REINFORCED RIBSSEDIMENTTRAPSEDIMENTTRAP6'' MIN. DEPTH OF 1'' TO 2''CRUSHED ROCK ORSLASH MULCHCONSTRUCTION EXIT(SLASH MULCH, CRUSHED ROCK OR SHEET PAD)12ENTRANCE WIDTHAS REQUIRED24' MINIMUMENTRANCE WIDTHAS REQUIRED24' MINIMUM2 FOOT MINIMUMPOST EMBEDMENTGEOTEXTILE 5 FT. MIN. LENGTH POSTAT 6 FT. MAX. SPACINGOPTIONAL METHODSILT FENCE-TYPE HI (HAND INSTALLED)SILT FENCE TYPE MS (MACHINE SLICED)SILT FENCE TYPE PA (PREASSEMBLED)PLASTIC ZIP TIES(50 LB. TENSILE)LOCATED IN TOP 8 IN.3GEOTEXTILE36" WIDE2'45 FT. MIN. LENGTH POSTAT 6 FT. MAX. SPACINGPLASTIC ZIP TIES(50 LB. TENSILE)LOCATED IN TOP 8 IN.GEOTEXTILE36" WIDETIRECOMPACTIONZONEMACHINE SLICE8" TO 12" DEPTH2 FOOT MINIMUMPOST EMBEDMENT2'5 FT. MIN. LENGTH POSTAT 6 FT. MAX. SPACINGGEOTEXTILE36" WIDE18 INCH MINIMUMPOST EMBEDMENT5FOR SHEET FLOW WITH MAXIMUM CONTRIBUTING AREA = 1 ACRECOARSEFILTERAGGREGATEFABRIC ANCHORAGE TRENCH,BACKFILL WITH TAMPEDNATURAL SOILSEE OPTIONALMETHOD DETAILFOR SHEET FLOW WITH MAXIMUM CONTRIBUTING AREA = 1 ACREFABRIC ANCHORAGE TRENCH,BACKFILL WITH TAMPEDNATURAL SOILFOR SHEET FLOW WITH MAXIMUM CONTRIBUTING AREA = 0.25 ACRES1" x 2"x 24" LONG WOODEN STAKES.STAKES SHALL BE DRIVEN THROUGHTHE BACK HALF OF THE SEDIMENTCONTROL LOG AT AN ANGLE OF 45DEGREES WITH THE TOP OF THESTAKE POINTING UPSTREAM.TYPES: STRAW, WOOD FIBER, OR COIRTYPES: WOOD CHIP, COMPOST, OR ROCKABACKFILL AND COMPACT SOIL FROMTRENCH ON UP GRADIENT SIDE OFSEDIMENT CONTROL LOGPLACE SEDIMENT CONTROL LOG INSHALLOW TRENCH (1" TO 2" DEPTH) 8" TO 10" EMBEDMENT DEPTH1" x 2"x 24" LONG WOODEN STAKES.STAKES SHALL BE DRIVEN THROUGHTHE BACK HALF OF THE SEDIMENTCONTROL LOG AT AN ANGLE OF 45DEGREES WITH THE TOP OF THESTAKE POINTING UPSTREAM.8" TO 10" EMBEDMENT DEPTHPLACE STAKES AS NEEDED TO PREVENT MOVEMENT OF SEDIMENT CONTROL LOGS ONSLOPES, OR AS NEEDED DUE TO OTHER FACTORS (STAKES ARE INCIDENTAL TO INSTALLATION).SPACE BETWEEN STAKES SHALL BE MAXIMUM 1 FOOT FOR DITCH CHECKS,AND 2 FEET FOR OTHER APPLICATIONSFRONT, BACK, ANDBOTTOM TO BEMADE FROM SINGLEPIECE OF FABRICMINIMUM DOUBLESTITCHED SEAMS ALLAROUND SIDE PIECESAND ON FLAP POCKETS1. ALL GEOTEXTILE USED FOR INLET PROTECTION TO BE MONAFILAMENT INBOTH DIRECTIONS2. FINISHED SIZE INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND AMINIMUM OF 10 INCHES AROUND PERIMETER TO FACILITATE MAINTENANCEAND REMOVAL3. DO NOT PLACE FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES,MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE.THE PLACED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHESBETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OFTHE OVERFLOW HOLES. WHERE NECESSARY THE CONTRACTOR SHALLCLINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3 INCH SIDECLEARANCE.4. FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2" x 4", OR USEA ROCK SOCK OR SAND BAGS IN PLACE OF FLAP POCKETSCAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB BOX24ENDS SECURELY CLOSED TOPREVENT LOSS OF OPENGRADED AGGREGATE FILL. SECURED WITH 50 PSI. ZIP TIE.1OVERFLOW HOLES(2" WIDE x 4" TALL HOLEHEAT CUT INTO ALLFOUR SIDE PANELS, 12"ABOVE BOTTOM OFBAG) 1/2 W7BUTT JOINTSGEOTEXTILE SOCK 4 - 10 FEET LONG AND 4 - 6 INCH DIAMETER. SEAM TO BE JOINED BY TWOROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM(OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATECONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE8INLET SPECIFICATIONS AS PERPLAN DIMENSION LENGTH ANDWIDTH TO MATCH FLAP POCKETUSE REBAR OR STEEL RODON BOTH SIDES FORREMOVAL (AT INLETS WITHCAST CURB BOX REPLACEROD w/2"x4") EXTEND 10"BEYOND GRATE WIDTH ONBOTH SIDES, LENGTHVARIES, SECURE TO GRATEWITH WIRE OR PLASTIC TIESTYPE IV GEOTEXTILE ALONGBOTTOM OF FILTER BERMDITCHPROFILE2 FT.MIN.FILTER BERM-TYPE 1 (COMPOST), TYPE 2(SLASH MULCH), OR TYPE 4 (TOPSOIL)10COMPOST, SLASH MULCHOR TOPSOILFILTER BERM-TYPE 5 (ROCK)11DITCHPROFILE2 FT.MIN.CLASS II RIPRAPTYPE IV GEOTEXTILE ALONGBOTTOM OF FILTER BERMFILTER BERM-TYPE 3 (ROCK WEEPER)12TYPE IV GEOTEXTILE ALONGBOTTOM OF FILTER BERMDITCH PROFILE2 FT.MIN.COARSE FILTERAGGREGATE1:2 SLOPE (TYP.)CLASS I RIPRAPABABASURFACE FLOWSURFACE FLOWCOMPACTED SOILGEOTEXTILE FABRICCORRUGATED STEEL PANELSFLOWFLOW6"6"FLOWFLOW6"6"FLOWFLOWSTAPLES (TYP.)SEDIMENT CONTROL LOGS6SLASH MULCH OR CRUSHED ROCKSHEET PADCONSTRUCTION EXIT (RUMBLE PAD TYPE)RUMBLE PADSEDIMENT CONTROL LOG45°FLOW45°FLOWSEDIMENT CONTROL LOGWD1/2 D24"INLET PROTECTION - ROCK LOG/COMPOST LOGINLET PROTECTION - FILTER BAG INSERT4 FEET MIN.5 FEET MIN.FLOW8 FEET MIN.C901EROSIONCONTROLDETAILSHGA NO:DATE:NO DESCRIPTION DATEADATH CHESEDSHEL EMESCEMETERYPAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01Erik A. Hansen41942NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA800 Washington Ave N, Suite 600Minneapolis, MN 55401
A. THESE GENERAL NOTES APPLY TO THE CONSTRUCTION DOCUMENTS AND SHALL GOVERN UNLESS NOTED OTHERWISE BY GENERAL NOTES OR KEYNOTES ON SPECIFIC SHEETS. B. COORDINATE ALL PROJECT PHASING WITH OWNER OR AS SPECIFIED AND/OR SHOWN ON THE DRAWINGS. C. PROVIDE A SAFE MEANS OF EGRESS THROUGH AND/OR AROUND THE PAVILION AND SITE PER APPLICABLE CODES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. MINIMIZE DISRUPTION TO ADJACENT AREAS AS MUCH AS POSSIBLE. D. MINIMIZE NOISE TO LEVEL ACCEPTABLE WITH THE OWNER. SCHEDULE TASKS CREATING EXCESSIVE NOISE OR NEAR SENSITIVE AREAS WITH THE OWNER. F. NOTIFY ARCHITECT PROMPTLY IF INFORMATION SHOWN IN ONE CONSTRUCTION DOCUMENT CONFLICTS WITH INFORMATION SHOWN ON ANOTHER. G. NOTIFY ARCHITECT PROMPTLY IF CONSTRUCTION DOCUMENTS ARE INCONSISTENT WITH THE CURRENT APPLICABLE CODES AND REGULATIONS. H. NOTIFY ARCHITECT PROMPTLY IF ANY EXISTING CONDITIONS CONFLICT WITH THE CONSTRUCTION DOCUMENTS. J. STRUCTURAL STEEL MEMBER PROFILES AS INDICATED ON ARCHITECTURAL DRAWINGS MAY VARY FROM ACTUAL PROFILES AND SIZES INDICATED ON THE STRUCTURAL DRAWINGS WHICH SHALL GOVERN.K. COORDINATE EXACT LOCATIONS OF LIGHT FIXTURES, SPEAKERS, ACCESS PANELS, AND OTHER CEILING ITEMS WITH MECHANICAL, ELECTRICAL AND OTHER TRADES. NOTIFY ARCHITECT PROMPTLY IF ANY LOCATIONS CONFLICT WITH ARCHITECTURAL REFLECTED CEILING PLANS. L. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR FLOOR, WALL AND CEILING OPENINGS. ALL OPENINGS SHALL BE CUT AND PATCHED AS REQUIRED BY EACH DISCIPLINE OR TRADE REQUIRING THE OPENING UNLESS NOTED OTHERWISE IN THE CONSTRUCTION DOCUMENTS. PATCHING IS TO BE IN CONFORMANCE WITH APPLICABLE CODES. M. ALL EXTERIOR WOOD BLOCKING SHALL BE MOISTURE TREATED. WOOD MAY NOT BE USED IN AN EXPOSED LOCATION UNLESS IT IS A FINISH MATERIAL IN A NON-COMBUSTIBLE ASSEMBLY OR AS SPECIFIED. GENERAL NOTES1A12BAXXXXAXXXXXXAXXXXAXXXXAXXXAXXXXXAXXXINTERIOR PARTITION TYPEDOOR NUMBERPARTITION RATING HATCH AND TAGINTERIOR ELEVATIONROOM NAME AND NUMBER WITH AREADETAIL CALLOUTEQUIPMENT TAGKEYNOTEINTERIOR ELEVATIONUPPER CASEWORKBUILDING SECTIONWALL SECTIONEXTERIOR ELEVATIONNEW GRID BUBBLEEXISTING GRID BUBBLEREVISION DELTAREVISION CLOUDDETAIL SECTIONWINDOW TYPELOWER CASEWORKOBJECT ABOVE, REFER TO CEILING PLANEXISTING CONDITIONSXAXXXA3aDWREF42"120 SFROOMNAMEA1234WX1234566543211BB3d1BA1234XEXISTING DOOR TO REMAINEXISTING WALL TO REMAINEXISTING DOOR TO DEMOEXISTING WALL TO DEMOOTHER FLOOR PLAN SYMBOL DESIGNATIONSMATERIAL ID TAGAREA N.I.C.TEMPORARY BARRIERTACTILE EXIT SIGNAGENEW WALLCORNER GUARDMAT IDMAT IDFLOOR PATTERN DIRECTIONAL SYMBOLMAT IDCONCRETECONCRETE MASONRY UNITEARTHGRANULAR MATERIALGASKET (LARGE SCALE)METALRIGID INSULATIONSTONESOLID WOOD FINISHEDWOOD BLOCKING -CONTINUOUSWOOD BLOCKING -INTERRUPTEDWOOD SHEATHING1. DISCIPLINE DESIGNATION2. SHEET TYPE3. PLAN TYPESHEET NUMBER EXAMPLEA234BSHEET NUMBER EXPLANATION2. SHEET TYPETHIS CHARACTER DENOTES THE TYPE OF INFORMATION ON THE SHEET 2. FLOOR & CEILING PLANS4. EXTERIOR DETAILING 1. ARCHITECTURAL THIS CHARACTER DENOTES THE SHEET IS AN ARCHITECTURAL DRAWING. 5. PLAN AREATHESE CHARACTERS DENOTE THE AREA PLAN SHOWN ON THE SHEET (IF USED)4. FLOOR NUMBER5. PLAN AREA3. PLAN TYPETHESE CHARACTERS DENOTE THE SUB CATEGORY OF THE SHEET TYPE4. FLOOR NUMBERTHESE CHARACTERS DENOTE THE FLOOR SHOWN ON THE SHEETSPECIAL SYMBOLS@CL#/PERPENDICULARCENTERLINEDIAMETERøATNUMBERPERANGLE(STRUC SHAPE)ʫ± PLUS/MINUSAND&HGA NO:DATE:NODESCRIPTION DATEADATH CHESED SHEL EMES CEMETERY PAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01800 Washington Ave N, Suite 600Minneapolis, MN 554014/13/2021 12:07:35 PMC:\Users\acjasonv\Documents\Revit Local Files\A21-Adath Jeshurun Pavilion-465300101_acjasonv.rvtA010GENERALNOTES ANDSYMBOLSAuthor1/4" = 1'-0"1SYMBOL DESIGNATIONS - FLOOR PLAN (REFERENCE)2ARCHITECTURAL MATERIAL DESIGNATIONS3ARCHITECTURAL SHEET NUMBER DESIGNATIONSQQTY QUANTITYRR RADIUS; RADII; RISER (STAIR)RCP REFLECTED CEILING PLANRD ROOF DRAINREC RECESSEDRECP RECEPTACLEREF REFER(ENCE)REFR REFRIGERATORREINF REINFORC(E) (ED) (ING) (EMENT)REQD REQUIREDRESIL RESILIENTREV REVIS(E) (ED) (ION)RH RIGHT HANDRHR RIGHT HAND REVERSERM ROOMRO ROUGH OPENINGSSCHED SCHEDULESECT SECTIONSF SQUARE FOOT/FEETSHT SHEET(ING)SHTG SHEATHINGSIM SIMILARSKLT SKYLIGHT(S)SPEC(S) SPECIFICATION(S)SPK SPEAKERSS STAINLESS STEELST STREETSTAG STAGGERSTD STANDARDSTL STEELSTOR STORAGESTRUC STRUCTUR(E) (AL)SUSP SUSPENDEDSYM SYMMETR(Y) (ICAL)TT TREADT&G TONGUE AND GROOVET/D TELEPHONE DATA OUTLETTEL TELEPHONETEMP TEMPORARYTER TERRAZZOTHK THICKNESSTME TO MATCH EXISTINGTO TOP OFTOB TOP OF BEAMTOC TOP OF CONCRETETOS TOP OF STEELTV TELEVISIONTYP TYPICALUUC UNDER CABINETUCL UNDER CABINET LIGHTINGUNEX UNEXCAVATEDUNFIN UNFINISHEDUNO UNLESS NOTED OTHERWISEUPS UNINTERRUPTIBLE POWER SUPPLYUR URINALUV ULTRAVIOLETVVAC VACUUMVAR VAR(Y) (IES) (IATION)VCT VINYL COMPOSITION TILEVEN VENEERVERT VERTICALVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDWWWIDE, WIDTHW/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWP WATERPROOFINGWSCT WAINSCOTWT WEIGHTXXP(D) EXPOSE(D)FOC FACE OF CONCRETEFOW FACE OF WALLFP FILLER PANELFSTR FASTEN(ED) (ER)FT FOOT, FEETFTG FOOTINGGGA GAUGEGC GENERAL CONTRACTORHH HIGH, HEIGHTHD HEADHDW HARDWAREHM HOLLOW METALHO HOLD OPENHORIZ HORIZONTALHR HANDRAIL(S)HT HEIGHTIID INSIDE DIAMETER/DIMENSIONIN INCH(ES)INCL INCLU(DE) (DED) (DING) (SIVE)INSUL INSULAT(E) (ED)INT INTERIORINTR INTERIORJJAN JANITORJST JOISTJT JOINTKKOP KNOCKOUT PANELKPL KICK PLATEKS KNEE SPACELL ANGLE (STRUC SHAPE)LAB LABORATORYLAV LAVATORYLB POUNDLENGTH LONG, LENGTHLF LINEAR FOOTLFFEET LINEAL FOOT, FEETLH LEFT HANDLHR LEFT HAND REVERSELKR LOCKERLNTL LINTELLT LIGHTLTG LIGHTINGLTWT LIGHTWEIGHTLVL LEVELLVR LOUVERMMACH MACHINEMAINT MAINTENANCEMAS MASONRYMATL MATERIALMAX MAXIMUMMB MARKERBOARDMECH MECHANICAL(LY)MED MEDIUMMEMB MEMBRANEMET METALMEZZ MEZZANINEMFR MANUFACTURERMH MANHOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMO MASONRY OPENINGMT(D) MOUNT(ED)MTL METALMUL MULLIONMVBL MOVABLENN NORTH; NITROGENN/A NOT APPLICABLENEC NECESSARYNIC NOT IN CONTRACTNO2 NITROUS OXIDENOM NOMINALNTS NOT TO SCALEOOOXYGENO2 OXYGENOC ON CENTEROD OUTSIDE DIAMETER/DIMENSIONOF OUTSIDE FACEOFCI OWNER FURNISHED, CONTRACTOR INSTALLEDOFF OFFICEOFOI OWNER FURNISHED, OWNER INSTALLEDOFVI OWNER FURNISHED, VENDOR INSTALLEDOH OVERHEADOH OPPOSITE HANDOHSC OVERHEAD SERVICE CARRIEROPG OPENINGOPP OPPOSITEOPT OPTION(AL)PPA POWER ASSISTPAR PARALLELPART PARTICLE; PARTIALPB PANIC BARPC PRECASTPERF PERFORATEDPERIM PERIMETERPGBD PEG BOARDPL PLATEPLAM PLASTIC LAMINATEPLBG PLUMBINGPLYWD PLYWOODPNEU PNEUMATICPNL PANELPR PAIRPRCST PRECASTPREFAB PREFABRICATEDPTD PAINTEDPTN PARTITIONPTS PNEUMATIC TUBE STATIONAA/E ARCHITECT/ENGINEERACOUS ACOUSTICALAD ACCESS DOORADA THE AMERICANS WITH DISABILITIES ACTADD ADDENDUMADDL ADDITIONALADJ ADJUSTABLEADJC ADJACENTAED DEFIBRILATORAF ACCESS FLOORAFF ABOVE FINISH FLOORAL ALUMINUMALT ALTERNATEAP ACCESS PANELAPPROX APPROXIMATE(LY)ARCH ARCHITECT(URAL)ASC ABOVE SUSPENDED CEILINGASPH ASPHALTBBD BOARDBLDG BUILDINGBLKG BLOCKINGBM BEAMBO BOTTOM OFBOT BOTTOMBRKT BRACKETBS BACKSPLASHBSMT BASEMENTBTW BETWEENBYND BEYONDCCAB CABINETCEN CENT(ER) (TRAL)CFCI CONTRACTOR FURNISHED, CONTRACTORINSTALLEDCG CORNER GUARDCIP CAST IN PLACECJ CONTROL/CONSTRUCTION JOINTCL CENTER LINECLG CEILINGCLR CLEAR(ANCE)CLR CLEARCMPST COMPOSITECMU CONCRETE MASONRY UNITCNTFG CENTRIFUGECNTR COUNTERCO CASED OPENING; CLEAN OUTCOL COLUMNCONC CONCRETECONN CONNEC(TION)CONST CONSTRUCTIONCONT CONTINU(E) (OUS) (ATION)CONT CONTINUOUSCORR CORRIDORCR CARD READERCYL CYLINDERDD DEEP, DEPTHDBL DOUBLEDED DEDICATEDDEG DEGREEDEMO DEMO(LISH) (LITION)DEPT DEPARTMENTDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDISP DISPENSERDN DOWNDO DATA OUTLETDR DOORDWG(S) DRAWING(S)E(E), EXIST EXISTINGE ELEVATOREA EACHEIFS EXTERIOR INSULATION FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRIC(AL)ELEV ELEVATOREMER EMERGENCYEMI ELECTROMAGNETIC INTERFERENCEENCL ENCLOSUREEO ELECTRICAL OUTLETEOS EDGE OF SLABEP ELECTRICAL PANELEPDM ETHYLENE PROPYLENE DIENE MONOMEREPRF EXPLOSION PROOFEQ EQUALEQUIP EQUIPMENTETR EXISTING TO REMAINEXCL EXCLUD(E) (ED) (ING)EXG EXISTINGEXH EXHAUSTEXP EXPAN(D) (SION)EXT EXTERIOREXTR EXTERIORFF/F FACE TO FACEFA FIRE ALARMFACP FIRE ALARM PANELFAS FASTEN(ED) (ER)FB FLAT BARFCO FLOOR CLEAN OUTFD FLOOR DRAINFDC FIRE DEPARTMENT CONNECTIONFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FLOOR FINISHFHC FIRE HOSE CABINETFHP FULL HEIGHT PARTITIONFIN FINISHFL FLASHINGFLR FLOOR(ING)FO FACE OF
FLOOR PLANA. PLAN DIMENSIONS ARE FROM FACE OF PARTITION TYPE AND DO NOT INCLUDE APPLIED FINISHES, UNLESS NOTED OTHERWISE. PLAN DIMENSIONS INDICATED AS "HOLD" OR "CLEAR" DIMENSIONS ARE FROM FACE OF APPLIED FINISH.B. INSTALL WORK STRAIGHT, PLUMB, LEVEL, SQUARE, AND TRUE, IN PROPER ALIGNMENT.C. FLATNESS: LEVEL FLOORS TO TRUE PLANE WITHIN 1/4 INCH (6 MM) IN 10'-0" (3 M) WHEN TESTED BY TEN FOOT (3 M) STRAIGHTEDGE PLACED ANYWHERE ON FLOOR IN ANY DIRECTION.D. OWNER SUPPLIED FURNITURE IS SHOWN FOR REFERENCE ONLY. ROOF PLANA. UNIFORMLY SLOPE TAPERED INSULATION MINIMUM 1/4" IN HEIGHT PER 1'-0" HORIZONTALLY (OR AS REQUIRED BY CODE) AT LEVEL ROOF AREAS, UNLESS OTHERWISE NOTED.B. SLOPE CRICKET INSULATION TO DRAIN AROUND PENETRATIONS (VENTS, STACK, ETC) AND AT VALLEYS BETWEEN ROOF DRAINS. C. PROVIDE SECONDARY ROOF DRAINS 2" ABOVE PRIMARY ROOF DRAIN.CEILING PLANA. CEILING HEIGHTS ARE DIMENSIONED FROM FLOOR DATUM ELEVATION TO FINISHED CEILING, UNLESS OTHERWISE NOTED.B. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION RELATIVE TO DEVICE AND FIXTURE LOCATIONS.C. COORDINATE INTEGRATION OF CEILING SYSTEMS WORK INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, TELECOMMUNICATIONS, AND STRUCTURAL SYSTEMS, TO MAINTAIN CEILING HEIGHT INDICATED. NOTIFY ARCHITECT OF CONFLICTS PRIOR TO PROCEEDING WITH THE WORK.D. LOCATE COMPONENTS WITHIN CEILING PLENUM TO MAXIMIZE CLEAR AREA FOR INSTALLATION OF LIGHT FIXTURES AND ACCOMMODATE FIXTURE LAYOUT AS INDICATED.GENERAL NOTES - FLOOR, ROOF & CEILING PLANSA1A4002A4004A4003A4001BCD5A4005A4006A4006A40014'-0"6'-0"12'-0"6'-0"9'-0"5'-0"CONC FIN-5HPC-1TYP.F1F1F1F1F1F1F1F2F2F2F2F2F2100' - 0"100' - 0"98' - 6"98' - 6"F1F1F1F1F1F1F1F1F1F1F1F1F1CURB TAPERS TO FLOOR GRADE -SEE STRUCTURALCURB TAPERS TO FLOOR GRADE -SEE STRUCTURALF3F3F4ROOF DRAIN DOWNSPOUTS LOCATED WITHIN CMU CELLS4A420A1A4002A4004A4003A4001BCD5A4005A4006A4006A4006'-0"12'-0"6'-0"1/4" / FTEPDM-1ALIGN ROOF DRAINS W/ CENTERLINE OF DROP IN CMU WALL BELOWR 20' - 6 3/8"113'-0"112'-2"R1A1A4002A4004A4003A4001BCD5A4005A4006A4006A4006'-0"12'-0"6'-0"C1C1C1C1C1RCP LEGENDRECESSED DOWNLIGHT(FUTURE) SPEAKER LOCATIONS(FUTURE) HEATER LOCATIONHGA NO:DATE:NODESCRIPTIONDATEADATH CHESED SHEL EMES CEMETERY PAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA800 Washington Ave N, Suite 600Minneapolis, MN 554014/13/2021 12:07:43 PMC:\Users\acjasonv\Documents\Revit Local Files\A21-Adath Jeshurun Pavilion-465300101_acjasonv.rvtA201FLOOR PLAN,ROOF PLAN &REFLECTEDCEILING PLANAuthorDATE: APRIL 02, 2021KEYNOTES - FLOOR, ROOF & CEILING PLANS# DESCRIPTIONC1 CEILING CONTROL JOINTSF1 CONTROL JOINT IN CONCRETE FLOOR - SEE STRUCTURAL FOR DIMENSIONSF2 PROVIDE BLOCKING IN CEILING FOR ADD ALT WOOD PANELF3 CURB TAPERS TO FLOOR GRADE - SEE STRUCTURALF4 DS-1 - SEE ROOF DRAIN SCHEDULER1 RD-1 & ORD-1 - SEE ROOF DRAIN SCHEDULE1/4" = 1'-0"1FLOOR PLAN1/4" = 1'-0"2ROOF PLAN1/4" = 1'-0"3REFLECTED CEILING PLAN044200 WPS-1 Cellular plastic vent044200 WPS WEEP SYSTEM COMPONENTS061000 WD SHTG-18 APA A-C exterior, PPT, 1/2"061000 WD SHTG-10 EXTERIOR exposure, B-B or better, S2S, Marine Grade plywood _"061000 WD SHTG-6 C-D, exterior exposure, 3/4"061000 WD SHTG-3 Structural 1, exposure 1, PPT, 3/4"061000 WD SHTG WOOD SHEATHING061000 WD BLKG-1 Wood Blocking061000 WD BLKG WOOD BLOCKING062013 WD-11 Atlantic White Cedar, 2 x 2 SFS slats, pre-finished062013 WD-6 Atlantic White Cedar, T+G, pre-finishedExterior Wood062013 WD WOOD (Exposed to View)044200 STNA-1 Panel anchor044200 STNA STONE ANCHORS044200 STN-1 Anchored panels, 3 5/8” Kasota Limestone, Amber Select Fleuri Honed044200 STN STONE054000 STL STUD-1 C-shaped, 16 ga. min, galvanized054000 STL STUD STEEL STUD FRAMING (Structural)076200 SMF-1 Aluminum, prefinished076200 SMF SHEET METAL & FLASHING079200 SLNT-# See Specification for Sealant Schedule079200 SLNT SEALANT099000 PT-1 Color099000 PT PAINT (Colors)092200 MET STUD-1 Steel stud; C-shaped, galvanized092200 MET STUD METAL STUD FRAMING (Non-Structural)076200 MEMB FLASH-2 EPDM sheet, 60 mils076200 MEMB FLASH MEMBRANE FLASHING (Non-Exposed)042000 MA-3 Bond-breaker strips042000 MA-2 Compressible filler042000 MA-1 Preformed gasket042000 MA MASONRY ACCESSORIES329440 LAND-2 Metal edging329440 LAND-1 Stone mulch; dresser trap rock329440 LAND LANDSCAPING MATERIALS099600 HPC-1 Color corresponding to PT-#099600 HPC HIGH-PERFORMANCE COATING075300 EPDM-1 Elastomeric EPDM roofing system075300 EPDM SINGLE-PLY EPDM MEMBRANE ROOFINGDEFS-1 Elastomeric acrylic polymer finish072423 DEFS DIRECT-APPLIED EXTERIOR FINISH SYSTEM033000 CONC FIN-20 Smooth-form, typical033000 Formed Surfaces033000 CONC FIN-5 Trowel, clear sealer033000 Slabs033000 CONC FIN CONCRETE FINISHES (Exposed to View)042000 CMU-1 Typical042000 CMU CONCRETE MASONRY UNITS072700 AB-13 Fluid-applied072700 AB-11 Sheet membraneVapor-Permeable072700 AB AIR & WATER BARRIERSREVISION SECTION MATERIAL ID DESCRIPTIONMATERIAL IDENTIFICATION CODESROOF DRAIN SCHEDULE (RD)UNITNUMBERROOF DRAIN BODY DOMEACCESSORIESBASIS OF DESIGNCOMMENTSMATERIAL SUMP BODY TYPE OUTLETDECKCLAMPTOP MATERIAL PROFILE FAST. MANUFACTURER MODELDS-1 STAINLESS STEELZURN Z199-DCORD-1 CAST IRON LARGE ROUND BOTTOM YES ADJUSTABLE CAST IRON LARGE LOCK 2" OVERFLOW EXTERNAL ZURN Z101RD-1 CAST IRON LARGE ROUND BOTTOM YES ADJUSTABLE CAST IRON LARGE LOCK ZURN Z101
LEVEL 01100' - 0"1T.O. PARAPET113' - 4"6A4006A400CEILING110' - 0"10'-0" 3'-4"WD-11SMF-1STN-1CONC FIN-205'-4"HPC-12"DS-1 - SEE ROOF DRAIN SCHEDULEADD ALT WOOD PANELS - 6 TYPLEVEL 01100' - 0"AT.O. PARAPET113' - 4"BCD5A4005A4006'-0" 12'-0" 6'-0"3'-4"10'-0"CEILING110' - 0"WD-11SMF-1STN-1CONC FIN-20ADD ALT WOOD PANELS - 6 TYPHPC-12"LEVEL 01100' - 0"1T.O. PARAPET113' - 4"6A4006A4003'-4"10'-0"CEILING110' - 0"WD-11SMF-1HPC-15'-4"STN-1CONC FIN-203'-6"DS-1 - SEE ROOF DRAIN SCHEDULEADD ALT WOOD PANELS - 6 TYPLEVEL 01100' - 0"AT.O. PARAPET113' - 4"BCD5A4005A400CEILING110' - 0"6'-0" 12'-0" 6'-0"3'-4"10'-0"WD-11SMF-1STN-15'-4"CONC FIN-20DS-1 - SEE ROOF DRAIN SCHEDULEADD ALT WOOD PANELS - 6 TYP3A420LEVEL 01100' - 0"1T.O. PARAPET113' - 4"6A4006A4001A420CEILING110' - 0"10'-0" 3'-4"2"LEVEL 01100' - 0"AT.O. PARAPET113' - 4"BCD5A4005A400CEILING110' - 0"2A4203'-4"10'-0"6'-0" 12'-0" 6'-0"HGA NO:DATE:NODESCRIPTIONDATEADATH CHESED SHEL EMES CEMETERY PAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA800 Washington Ave N, Suite 600Minneapolis, MN 554014/13/2021 12:07:47 PMC:\Users\acjasonv\Documents\Revit Local Files\A21-Adath Jeshurun Pavilion-465300101_acjasonv.rvtA400OVERALLEXTERIORELEVATIONS &BUILDINGSECTIONSDATE: APRIL 02, 20211/4" = 1'-0"4OVERALL - NORTH ELEVATION1/4" = 1'-0"1OVERALL - WEST ELEVATION1/4" = 1'-0"2OVERALL - SOUTH ELEVATION1/4" = 1'-0"3OVERALL - EAST ELEVATION1/4" = 1'-0"5BUILDING SECTION - EAST/WEST1/4" = 1'-0"6BUILDING SECTION - NORTH/SOUTH
LEVEL 01100' - 0"T.O. PARAPET113' - 4"CEILING110' - 0"3/4"1'-6" 6"AB-11WD-11WD SHTG-10DIAGONAL FURRINGWD SHTG-3STL STUD-13 5/8"WD BLKG-1WD SHTG-3SMF-1WD SHTG-6MEMB FLASH-2EPDM-1INTERMITENT OPENING & BUG SCREENS AT BASE OF DIAGONAL FURRINGAB-11STNA-1SEE 3/A420 FORLOCATIONSTN-1CMU-1AB-11STNA-1CONC FIN-5DEFS-1WD SHTG-3WD SHTG-3SLNT-91/4" 1'-5 3/4"WD SHTG-10WD SHTG-3MEMB FLASH-21/4" 1'-11 3/4" 1/4" 1'-11 3/4" 1/4" 1'-11 3/4" 1/4" 1'-11 3/4" 1/4" 2'-1 3/4"1/2"5'-4"STN-1SLNT-9SLNT-9CONC FIN-20SLNT-910"SUB-BASECONCRETE SLAB & FOUNDATION -SEE STRUCTURALHORSESHOE STONE SHIMS AS NEEDEDHORSESHOE STONE SHIMS AS NEEDEDSEE STRUCTURAL FOR FRAMING AND CMU WALL DETAILSDS-1 - SEE ROOF DRAIN SCHEDULERD-1 & ORD-1 - SEE ROOF DRAIN SCHEDULESLNT-9& BACKER RODSLNT-9WPS-1@ VERTICALJOINTSWPS-1@ VERTICALJOINTSATTACHMENT TO FRAMING?LEVEL 01100' - 0"T.O. PARAPET113' - 4"CEILING110' - 0"WD SHTG-6EPDM-13/4"AB-11WD-11WD SHTG-10DIAGONAL FURRINGWD SHTG-3STL STUD-13 5/8"WD BLKG-1WD SHTG-3SMF-1MEMB FLASH-2INTERMITENT OPENING & BUG SCREENS AT BASE OF DIAGONAL FURRINGWD SHTG-10WD SHTG-3MEMB FLASH-24'-5"CONC FIN-5SUB-BASECONCRETE SLAB & FOUNDATION -SEE STRUCTURAL6"VARIESWD SHTG-3ADD ALT WOOD PANEL -SEE 5/A420 1/2"PROVIDE BLOCKING FOR ADD ALT WOOD PANEL SLNT-9& BACKER RODSEE STRUCTURAL FOR FRAMING5A4005A400EQ EQLOCATE STONE KERF AND STNA-1 AT ANGLED STONE INTERSECTIONACURB AND STEM WALL BELOW -SEE STRUCTURALCONC FIN-5CONC FIN-20AB-11STNA-1SEE 3/A420 FORLOCATIONSTN-1CMU-1SLNT-9HORSESHOE STONE SHIMS AS NEEDEDSTONE FACE ABOVE2x4 WOOD FRAMING @ 12" O.C.WD SHTG-3WD SHTG-3WD-6WD-64 1/4"HGA NO:DATE:NODESCRIPTION DATEADATH CHESED SHEL EMES CEMETERY PAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01800 Washington Ave N, Suite 600Minneapolis, MN 554014/13/2021 12:07:51 PMC:\Users\acjasonv\Documents\Revit Local Files\A21-Adath Jeshurun Pavilion-465300101_acjasonv.rvtA420WALL SECTIONS& DETAILS1 1/2" = 1'-0"1STONE WALL & WOOD SLAT SECTION1 1/2" = 1'-0"2PANEL WALL & WOOD SLAT SECTION1 1/2" = 1'-0"3ELEVATION DETAIL - STONE WALL1 1/2" = 1'-0"4PLAN DETAIL - STONE WALL3" = 1'-0"5ADD ALT WOOD PANELS PLAN DETAIL
ATDIAMETERPERPENDICULARŏ/PER@Ø63(&,$/6<0%2/6MATERIALSCAST-IN-PLACE CONCRETEF'c=4500 PSI AT 28 DAYS CONCRETE MASONRYCOMPRESSIVE STRENGTH OF MASONRY..................F'm=2000 PSI AT 28 DAYSCONCRETE MASONRY UNITS........................................ASTM C90MASONRY MORTAR........................................................ASTM C270 (TYPE S UNO)MASONRY GROUT...........................................................F'c=3000 PSI AT 28 DAYSSTEEL REINFORCINGREINFORCING BARS........................................................ASTM A615 (GRADE 60)EPOXY-COATED REINFORCING BARS..........................ASTM A775 OR ASTM A934STRUCTURAL STEELW SHAPES (AND WT CUT FROM W SHAPES)...............ASTM A992 (Fy=50 KSI)PLATES AND SHAPES OTHER THAN W.........................ASTM A36 (Fy=36 KSI)RECTANGULAR HSS.........................................................ASTM A500, GRADE C (Fy=50 KSI)ROUND HSS........................................................................ASTM A500, GRADE C (Fy=46 KSI)BOLTS««««««««««.............................................ASTM F3125, GRADES A325/A490ANCHOR RODS..................................................................ASTM F1554 (Fy=36 KSI)ASSEMBLYFLOOR LOCATIONLIVE LOAD100 PSFNONAPARTITIONSREDUCEDFLOOR LIVE LOADS (LIVE LOAD REDUCTION PER IBC 1607.10)GRAVITY LOADSSNOW LOADGROUND SNOW LOAD, Pg................................................50 PSFFLAT ROOF SNOW LOAD, Pf.............................................42 PSFSNOW IMPORTANCE FACTOR.........................................1.0SNOW EXPOSURE FACTOR, Ce......................................1.0THERMAL FACTOR AT CANOPIES, Ct.............................1.2RAIN DESIGN DATA100-YEAR HOURLY RAINFALL INTENSITY, i.......................4 IN/HRCOMPONENTS AND CLADDING ULTIMATE LEVEL DESIGN WIND PRESSURESPRESSURES ARE MAXIMUM LEEWARD PRESSURES FOR 10 SQUARE FT TRIBUTARY AREA CALCULATED AT THE MEAN HEIGHT. ZONES ARE DEFINED IN ASCE 7 FIGURES 30.7-1 AND 30.12-1 THROUGH 30.12-2.ROOFS WALLS28 PSF66 PSF34 PSF24 PSFZONE 1 ZONE 2ZONE 3WIND DESIGN DATAULTIMATE DESIGN WIND SPEED (3 SECOND GUST), Vult......115 MPHNOMINAL DESIGN WIND SPEED (3 SECOND GUST), Vasd.....89 MPHWIND EXPOSURE CATEGORY....................................................CMEAN ROOF HEIGHT....................................................................15 FTINTERNAL PRESSURE COEFFICIENT........................................±0.18SPECIAL INSPECTIONTHE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION. REFER TO SPECIFICATION SECTIONS, AND THE SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE FOR ADDITIONAL INFORMATION.PROVIDE A MINIMUM 24 HOUR NOTICE TO THE SPECIAL INSPECTOR PRIOR TO CONSTRUCTION WHICH WOULD RESTRICT INSPECTION OF THE ITEM.A. CONCRETE1. REINFORCING PLACEMENT FOR CONCRETE FOOTINGS (WITH REINFORCING IN TWO DIRECTIONS), WALLS, STRUCTURAL SLABS, COLUMNS AND BEAMS2. CONCRETE PLACEMENT AND MATERIAL TESTINGB. MASONRY1. PLACING OF UNITS2. REINFORCEMENT PLACEMENT3. GROUTING OPERATIONC. STRUCTURAL STEELa. WELDING1. FIELD WELDED CONNECTIONSb. HIGH STRENGTH BOLTING1. BOLTED CONNECTIONS FOLLOWING INSTALLATIONc. STRUCTURAL STEEL DETAIL COMPLIANCED. POST-INSTALLED ANCHORSa. SEE SXXX FOR REQUIREMENTSFOUNDATIONSFOUNDATION DESIGN PARAMETERS ARE BASED ON RECOMMENDATIONS FROM THE GEOTECHNICAL EXPLORATION REPORT NUMBER B2007606 DATED OCT 2, 2020 BY BRAUN INTERTEC.REFER TO THE GEOTECHNICAL REPORT FOR SOIL CLASSIFICATION.FOOTINGS HAVE BEEN DESIGNED FOR A MAXIMUM NET SOIL BEARING PRESSURE OF 3000 PSF.IF THE SOIL AT THE FOUNDATION OR SLAB-ON-GRADE ELEVATIONS SHOWN IS OF QUESTIONABLE BEARING VALUE, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED AT ONCE FOR RESOLUTION.ALL FOUNDATIONS SHALL BE CENTERED ON WALLS OR COLUMNS UNO.PROTECT IN-PLACE FOUNDATIONS AND SLABS ON GRADE FROM FROST PENETRATION UNTIL PROJECT COMPLETION.SLOPE BETWEEN ADJACENT FOOTINGS OR EXCAVATIONS SHALL NOT EXCEED ONE VERTICAL TO TWO HORIZONTAL. STEP FOOTINGS DOWN AS NECESSARY TO MAINTAIN THIS SLOPE.CAST-IN-PLACE CONCRETECODE FOR REINFORCED CONCRETE DESIGN AND CONSTRUCTION - ACI 318, AS REFERENCED BY THE BUILDING CODE.ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI DETAILING MANUAL, LATEST EDITION.REINFORCING STEEL SHALL BE NEW DEFORMED BARS.CLEAR COVER RE4UIREMENTS:CONCRETE COVER TO REINFORCING STEEL, UNLESS NOTED OTHERWISE, SHALL BE AS FOLLOWS:SURFACES CAST AGAINST EARTH.......................................................3"FORMED SURFACES IN CONTACT WITH EARTH OR EXPOSED TO WEATHER:#6 OR LARGER...................................................................................2"#5 OR SMALLER.................................................................................1 1/2"WHERE REINFORCING BARS ARE SHOWN CONTINUOUS, PROVIDE CLASS B TENSION LAP SPLICES (12" MINIMUM) EXCEPT WHERE NOTED OR DETAILED OTHERWISE. LAP WWF WIRE SPACING PLUS 2" (6" MINIMUM).DETAIL AND PROVIDE SUITABLE WIRE SPACERS, CHAIRS, TIES, ETC., FOR SUPPORTING REINFORCING STEEL IN THE PROPER POSITION WHILE PLACING CONCRETE.ALL CHAIRS SUPPORTED BY GRADE SHALL INCLUDE SAND PLATES.BAR SUPPORTS WHICH COME IN CONTACT WITH EXPOSED SURFACES SHALL HAVE PLASTIC OR RUBBER TIPS OR BE STAINLESS STEEL.STRUCTURAL STEELAISC MANUAL AND SPECIFICATIONS APPLY, AS REFERENCED BY THE BUILDING CODE.WELDING ELECTRODES SHALL BE 70 KSI.ALL WELDING AND TESTING OF WELDS SHALL BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY CODES AND RECOMMENDATIONS.ALL WELDING SHALL BE BY WELDERS HOLDING CURRENT VALID CERTIFICATES IN THE TYPE OF WELD REQUIRED.CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING DURING ERECTION AND UNTIL ALL STEEL IS PLUMB AND SECURED.FIELD CUTTING OR OTHER FIELD MODIFICATIONS TO STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT SPECIFIC PRIOR WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER.ALL BEAM COPES MUST BE MADE TO A RADIUS (1/2" MINIMUM).STRUCTURAL STEEL FRAMING SHALL BE TRUE AND PLUMB BEFORE CONNECTIONS ARE FINALLY BOLTED OR WELDED.ANCHOR RODS ARE NOT DESIGNED TO SUPPORT ERECTION LOADS, EXCEPT AS REQUIRED BY OSHA 1926 SUBPART R.STEEL FABRICATOR SHALL COMPLY WITH OSHA STANDARDS IN DETAILING AND FABRICATING STEEL FOR ERECTION.CAST-IN-PLACE CONCRETE (CONTINUED)PROVIDE DOWELS OF SAME SIZE AND SPACING AS VERTICAL WALL OR COLUMN PIER REINFORCING AT THE FOUNDATION, UNLESS NOTED OTHERWISE. DOWELS SHALL BE TIED IN PLACE PRIOR TO CONCRETE PLACEMENT.PROVIDE CONTROL JOINTS IN SLABS ON GRADE AS SHOWN ON STRUCTURAL PLANS.DRAWINGS SHOWING LOCATION OF CONSTRUCTION AND CONTROL JOINTS AND PLACING SEQUENCE SHALL BE SUBMITTED FOR ARCHITECT/ENGINEER REVIEW PRIOR TO PREPARATION OF THE REINFORCING STEEL SHOP DRAWINGS.HORIZONTAL CONSTRUCTION JOINTS ARE NOT PERMITTED IN CONCRETE MEMBERS UNLESS SHOWN ON THE DRAWINGS OR APPROVED IN ADVANCE. VERTICAL CONSTRUCTION JOINTS OR BULKHEADS SHALL BE MADE AT MIDSPAN OR POINTS OF MINIMUM SHEAR.VERIFY LOCATION OF OPENINGS SHOWN THROUGH CONCRETE SLABS OR WALLS AND COORDINATE ANY ADDITIONAL REQUIRED OPENINGS WITH OTHER TRADES AND THE ARCHITECT/ENGINEER.CONCRETE EXPOSED TO FREEZING AND THAWING SHALL CONTAIN 6 (PLUS OR MINUS 1.5) ENTRAINED AIR.ALUMINUM CONDUIT OR PIPING MAY NOT BE EMBEDDED IN ANY CONCRETE.CALCIUM CHLORIDE IS NOT PERMITTED AS A CONCRETE ADDITIVE.EMBEDDED CONDUITS OR PIPING SHALL NOT DISPLACE REINFORCEMENT BY MODIFYING ELEVATION, LOCATION OR SPACING OF REINFORCEMENT. REINFORCEMENT PLACEMENT HAS PRIORITY OVER CONDUIT OR PIPING.EMBEDDED CONDUITS OR PIPING RUNNING PERPENDICULAR TO REINFORCEMENT MAY BE TIED TO REINFORCEMENT.EMBEDDED CONDUITS OR PIPING RUNNING PARALLEL TO REINFORCEMENT MAY NOT BE TIED TO REINFORCEMENT AND MUST BE INDEPENDENTLY SUPPORTED ON CHAIRS OR BOLSTERS SUPPLIED BY THE ELECTRICAL/MECHANICAL CONTRACTOR. MAINTAIN A MINIMUM CLEAR DISTANCE BETWEEN CONDUIT AND REINFORCEMENT = 1 INCH OR THE DIAMETER OF THE REINFORCEMENT, WHICHEVER IS GREATER.SUPPLEMENTAL NOTESEXAMINE ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS TO DETERMINE LOCATION AND DIMENSIONS OF CHASES, INSERTS, OPENINGS, SLEEVES, REVEALS, DEPRESSIONS AND OTHER PROJECT REQUIREMENTS NOT SHOWN ON STRUCTURAL DRAWINGS.STRUCTURAL MEMBERS ARE DESIGNED FOR "IN PLACE" LOADS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STABILITY OF ALL NEW AND EXISTING STRUCTURAL ELEMENTS, WITHOUT OVERSTRESSING, AS REQUIRED AT ANY STAGE OF CONSTRUCTION, UNTIL COMPLETION OF THIS PROJECT.DEFERRED SUBMITTALSDEFERRED SUBMITTALS ARE USED FOR VENDOR-DESIGNED STRUCTURAL SYSTEMS AND COMPONENTS. THESE ITEMS HAVE NOT BEEN PERMITTED UNDER THE BASE BUILDING APPLICATION. THE CONTRACTOR SHALL SUBMIT THE REVIEWED COMPONENT SYSTEM DOCUMENTS TO THE BUILDING OFFICIAL FOR APPROVAL.DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW FOR GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.DEFERRED STRUCTURAL SUBMITTAL COMPONENTS: EXTERIOR CLADDING EXCAVATION SUPPORT SYSTEMSREFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND CIVIL DRAWINGS FOR ADDITIONAL DEFERRED SUBMITTAL COMPONENTS.APPLY UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS OR SPECIFICATIONS.DESIGN CODE2020 MINNESOTA BUILDING CODE (2018 IBC WITH MINNESOTA AMENDMENTS)DESIGN LOADSRISK CATEGORYRISK CATEGORY................................................................IINATURE OF OCCUPANCY.................................................PAVILIONMAIN LATERAL FORCE RESISTING SYSTEMMASONRY SHEAR WALLS AND CANTILEVERED STEEL COLUMNSFUTURE EXPANSIONNONE PLANNEDUSEE KSIFE PSIFY PSIFF JOIST/BEAMSPSI FF PSI WOOD FRAMINGDIMENSION LUMBERGRADE#1/#21400875 135 1150 425GLULAM BEAMSUSE E KSI FE PSI FY PSI FF PSI FF PSI GLUE LAMINATED TIMBER (GLULAM)1800 2400 (24F) 265 1650 650STRUCTURAL COMPOSITE LUMBER (SCL)USE E KSI FE PSI FY PSI FF LVL BEAMSPSI FF PSI 2600 285 2510 7502000 (2.0E)SHEATHINGROOFUSETHICKNESSAPA RATING23/32" (5/8") 40/20MAT ID WD SHTG-6!SPRUCE-PINE FIRDF/DF 24F V4 TYPICAL AND DF/DF 24F V8 (BALANCED) WHERE NOTED WITH
PLYWOOD APA RATED THICKNESS AND SPAN RATING AS NOTEDWOOD FRAMINGALL CONSTRUCTION SHALL COMPLY WITH THE CONVENTIONAL CONSTRUCTION PROVISIONS OF THE INTERNATIONAL BUILDING CODE (CHAPTER 23) AND THE NATIONAL DESIGN SPECIFICATION, AS REFERENCED BY THE BUILDING CODE, UNLESS NOTED OTHERWISE.ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY.GLUE LAMINATED MEMBERS TO BEAR AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) STAMP AND CERTIFICATE AND GRADE STAMP.STRUCTURAL COMPOSITE LUMBER (SCL) : EVALUATE AND MONITOR ACCORDING TO ASTM D 5456 AND MANUFACTURED WITH AN EXTERIOR-TYPE ADHESIVE COMPLYING WITH ASTM 2559.LAMINATED-VENEER LUMBER (LVL) : MADE FROM WOOD VENEERS WITH GRAIN PRIMARILY PARALLEL TO MEMBER LENGTHS. ALL NAILS SHALL BE COMMON NAILS, UNLESS NOTED OTHERWISE. REFER TO THE NAILING SCHEDULE IN THE INTERNATIONAL BUILDING CODE (TABLE NO. 2304.9.1) FOR CONNECTIONS NOT DETAILED.LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGGER JOINTS UNLESS NOTED OTHERWISE.GLUE AND NAIL SUBFLOOR SHEATHING TO JOISTS.PROVIDE 1 X 4 BRIDGING OR SOLID BLOCKING AT 8'-0" MAXIMUM CENTERS FOR JOISTS AND RAFTERS.DO NOT NOTCH OR DRILL JOISTS OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.+*$12 '$7( NODESCRIPTIONDATE$'$7+&+(6('6+(/(0(6&(0(7(5<3$9,/,213700 Winnetka Ave NCrystal, MN 55427&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((73(50,7'2&80(176$SULO800 Washington Ave N, Suite 600Minneapolis, MN 55401127)25&216758&7,21 $0& ?8VHUV?VHODXUHQS?'RFXPHQWV?5HYLW/RFDO)LOHV?6$GDWK-HVKXUXQ3DYLOLRQBOSLHSKRUYW6GENERALSTRUCTURALNOTES ANDABBREVIATIONS$XWKRU*(1(5$/6758&785$/127(6MMAX MAXIMUMMFR MANUFACTURERMIN MINIMUMMPII MANUFACTURER'S PRINTEDINSTALLATION INSTRUCTIONSNNOM NOMINALNSG NON-SHRINK GROUTNTS NOT TO SCALENW NORMAL WEIGHTOOC ON CENTEROF OUTSIDE FACEOPG OPENINGOPP OPPOSITEPPJP PARTIAL JOINT PENETRATIONPL PLATERRRADIUS/RADIRD ROOF DRAINREF REFER(ENCE)REINF REINFORC(E)(ED)(ING)(EMENT)SSCHED SCHEDULESEOR STRUCTURAL ENGINEER OF RECORDSIM SIMILARSOG SLAB ON GRADESPEC(S) SPECIFICATION(S)STD STANDARDSTIF STIFFENERSTL STEELSTRUC STRUCTUR(E)(AL)TT&B TOP AND BOTTOMTBE TOP OF BEAM ELEVATIONTDE TOP OF DECK ELEVATIONTEMP TEMPERATURE/TEMPORARYTFE TOP OF FOOTING ELEVATIONTLE TOP OF LEDGE ELEVATIONTPE TOP OF PIER ELEVATIONTRANSV TRANSVERSETSE TOP OF SLAB ELEVATIONTWE TOP OF WALL ELEVATIONTYP TYPICALUUNO UNLESS NOTED OTHERWISEVVERT VERTICALVIF VERIFY IN FIELDWWW SHAPEW/ WITHW/O WITHOUTWD WOODWPT WORKPOINTWT WEIGHT/STRUCTURAL TEEAA/E ARCHITECT/ENGINEERAB ANCHOR BOLTADDL ADDITIONALADH ADHESIVEAPPROX APPROXIMATE(LY)ARCH ARCHITECT(URAL)BBFE BOTTOM OF FOOTING ELEVATIONBM BEAMBOT BOTTOMBRG BEARINGBTWN BETWEENCC AMERICAN STANDARD CHANNELCIP CAST IN PLACECJ CONTROL/CONSTRUCTION JOINTCJP COMPLETE JOINT PENETRATIONCL CENTER LINECLR CLEAR(ANCE)CMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONN CONNECTIONCONT CONTINU(E)(OUS)(ATION)DD&A DRILL & ADHESIVE ANCHORDBE DECK BEARING ELEVATIONDIA DIAMETEREEA EACHEF EACH FACEEL ELEVATIONEQ EQUALES EACH SIDEEW EACH WAYFFDN FOUNDATIONFLG FLANGEFS FAR SIDE/FOOTING STEPFTG FOOTINGGGA GAUGEGALV GALVANIZEDGC GENERAL CONTRACTORGLB GLUE LAMINATED BEAMHHORIZ HORIZONTALHPT HIGH POINTHSS HOLLOW STRUCTURAL SECTIONIIF INSIDE FACEINFO INFORMATIONJJT JOINTLL ANGLELLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLOC LOCAT(E)(ION)LONG LONGITUDINAL(LY)LPT LOW POINT$%%5(9,$7,216
FOUNDATION PLAN NOTES1. SEE S001 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS.2. PROJECT ELEVATION 100'-0" = 939.0' PER THE SURVEY BY SUNDE LAND SURVEYING DATED AUGUST 18, 2020.3. SEE S300 SERIES FOR PROJECT DETAILS.4. FIELD VERIFY ALL EXISTING CONDITIONS, ELEVATIONS, AND DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER FOR RESOLUTION, PRIOR TO SHOP DRAWING PREPARATION. TOP OF FOOTING ELEVATIONTOP OF LEDGE ELEVATIONTOP OF WALL ELEVATIONFOOTING STEP LOCATIONTOP OF FOOTING ELEVATIONSTRIP FOOTING TYPESLAB ON GRADE CONTROL JOINTPIPE SLEEVE LOCATIONTFE XX'-XX"TLE XX'-XX"TWE XX'-XX"FSTFE XX'-XX"SF2CJFOUNDATION LEGENDCMU WALL1ABCDC.51S300R 19' - 6 5/8"R 26' - 0"12'-0"12'-0"44°5" SLAB ON GRADETSE 100'-0"44°SLOPE DNSLOPE DNTSE 98'-6"TSE 98'-6"TFE 96'-0"SF8TFE 95'-0"SF86'-0"6'-0"6'-0"6'-0"HSS8.625x.50012" CMU WALL W/ #8 @ 16"OC WPT(4) THUS2S300W30R 21' - 0"TYPTFE 95'-0"SF1.56S300W86S300TSE 100'-0"TSE 100'-0"3CONTROL JOINT, TYPSLOPE TO DRAIN1'-0"1'-0"551ABCDC.54'-4"4'-4"8'-4"7'-5"4'-4"12'-0"WPTR 20' - 6"1211111121(3)1 3/4x12(3)1 3/4x18(3)1 3/4x18(3)1 3/4x18(3)1 3/4x18(3)1 3/4x18(3)1 3/4x12(2)1 3/4x18(2)1 3/4x18(2)1 3/4x18WD-SHTG-6TDE Varies2x82x82x82x84'-0"(2)1 3/4x18(3)1 3/4x14LOW5'-0"5'-0"3S3015S3016S301TYPTYP 0"2x12 (4) THUSLOW7S3018S3018S301OPPLOW7S301TDE 113'-0 3/4"TDE 112'-2 1/2"10S301TYP @ DECK EDGE4S30194TYP (4) LOCSTYP (4) LOCSFRAMING PLAN NOTES1. SEE S001 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS.2. SEE S300 SERIES FOR PROJECT DETAILS.3. SLEEVES FOR ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL ITEMS ARE NOT SHOWN ON THE STRUCTURAL FRAMING PLANS. EXAMINE ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS TO DETERMINE SIZE AND LOCATION OF REQUIRED SLEEVES. 4. COORDINATE SIZE AND LOCATION OF MECHANICAL/ELECTRICAL/PLUMBING OPENINGS WITH MECHANICAL/ELECTRICAL/PLUMBING CONTRACTORS. NOTIFY ARCHITECT/ENGINEER IF ANY OPENINGS SHOWN ON PLAN MUST BE RELOCATED OR RESIZED TO ACCOMMODATE OTHER TRADES. .WOOD FRAMING LEGEND(3) 1 3/4 x 12TBE XXX'-X" OR [ X"]BEAM FRAMING OVER TOP OF HSS COLUMNMEMBERS FRAMING INTO THE SIDE OF HSS COLUMNTOP OF BEAM ELEVATION RELATIVE TO TYPICAL TBELVL BEAM SIZETOP OF BEAM ELEVATIONBEAM FRAMING OVER GIRDERBEAM FRAMING INTO SIDE OF GIRDERBEAM MOMENT CONNECTION TO GIRDER+*$12 '$7( NO DESCRIPTION DATE$'$7+&+(6('6+(/(0(6&(0(7(5<3$9,/,213700 Winnetka Ave NCrystal, MN 55427&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((73(50,7'2&80(176$SULO800 Washington Ave N, Suite 600Minneapolis, MN 55401127)25&216758&7,21 $0& ?8VHUV?VHODXUHQS?'RFXPHQWV?5HYLW/RFDO)LOHV?6$GDWK-HVKXUXQ3DYLOLRQBOSLHSKRUYW6FOUNDATIONAND FRAMINGPLANSFOUNDATION SCHEDULETYPE SIZE THICKNESS REINFORCEMENTSF1.5 1'-6" 1'-4" (2) #5 CONTINUOUSSF8 8'-0" 1'-8" (8) #8 LONG T&B#8 @ 12" OC TRANS T&BCONCRETE WALL SCHEDULEMARK THICKNESS REINFORCING REMARKSW8 8" #5 AT 16"OC EWCENTEREDW30 30" #6 AT 12"OC EW, EFKEYNOTES - THIS SHEET# DESCRIPTION1 2x6 @ 16"OC2 2x8 @ 16"OC3 COORDINATE LOCATION OF UNGROUTED CORES FORROOF DRAIN LEADER WITH PLUMBING CONTRACTOR.4 2x8 BLOCKING AT ENDS OF CANTILEVERED JOISTS.5 TAPER CURB HEIGHT TO 0" OVER LENGTH SHOWN.1/4" = 1'-0"),567/(9(/)5$0,1*3/$11/4" = 1'-0"522))5$0,1*3/$1NOTE:1. 'SF' DESIGNATES A CONTINUOUS STRIP FOOTING
6" UNDERFLOOR MATERIALSSLAB ON GRADESEE PLANCOMPACTED SUBGRADEUVB-1D1/8" SAWCUT(AS SOON AS POSSIBLEAFTER POUR - 24 HOURS MAX)FILL WITH SPECIFIEDSEALANT AT EXPOSEDJOINTSLAB ON GRADESEE PLAND/4NOTE:SEE PLAN FOR JOINT LOCATIONSSLAB ON GRADESEE PLANSAWCUT AFTER ADJACENT SLAB IS POURED. (24 HOURS MAX AFTER POUR). FILL WITH SPECIFIED SEALANT AT EXPOSED JOINT.POCKET FORMERCJPOCKET FORMERTO ALLOW SHRINKAGEPLAN VIEW OF PLATE DOWELD1/8" SAWCUTPLATE DOWELD/4PLATE DOWEL @ 18"OC:1/4"x4 1/2"x4 1/2" DIAMOND PLOR 1/4"x4"x6" RECTANGULAR PLD/2#4 @ 12" OC EPOXY COATED W/ STD HK#5 @ 12" OC CONT(2) #5 CONT EPOXY COATED10"1'-6"3" CLR10"SEE PLANTSESEE PLANTSE5 1/2"100'-6"TLE#5 OC CONTEPOXY COATED6"10"3/4" ROUNDED CHAMFER @ CURB CORNERSJOINT#4 EPOXY COATED @12" OC THUS:1'-6"1'-6"1PL 1 1/2x17x1'-5" W/ (4) 1 1/4"Ø ANCHOR RODS1'-0"PL WASHER 1/2x3x0'-3"DOUBLE NUT1 1/2" ± NON SHRINK GROUTSEE PLANTFECLR3"3/16@ PLWASHER24"X24" CONCRETE ENCASEMENT W/ #4 TIES @12"OCCOAT COL W/ 3M SCOTCHKOTE BELOW TSE1'-0"SEAL VAPOR BARRIER TO COLSLAB ON GRADESEE PLANCOMPRESSIBLE JOINT FILLERSLAB REINF AT COLSEE 7/S300HSS COLUMNSEE PLANSEE PLANTSEUVB-1SEE PLAN AND SCHED FOR FTG REINF#6 DOWEL W/ STD HK IN EA CORNER OF ENCASEMENT11"6"10"SLAB ON GRADESEE PLANSEE PLANTSE#4 @ 18"OC EPOXY COATED THUS:24"24"CONCRETE WALL SEE PLANSEALANT JOINTSEALANT JOINTTWE100'-6"DOWEL W/ STD HK TO MATCH AND LAP CMU WALL REINF2'-0"CMU WALL SEE PLANREBAR POSITIONERTYPICALPROVIDE ADEQUATE LENGTH FOR LAP WITH BARS ABOVESCHEDULED CMU WALLREINFORCEMENTSEE PLAN AND SCHEDULEFILL CORES WITH MASONRY GROUT. CORES SHALL BE INSPECTED PRIOR TO GROUTINGCLEANOUTS IF REQUIRED, 4" x 4" MIN; 32"OC MIN FOR WALL GROUTED SOLIDFOR FOOTINGS OR CONCRETE WALL BELOW, PROVIDE DOWELS TO MATCH AND LAP WITH SCHEDULED CMU REINFORCEMENTPROVIDE GROUT KEY AT CMU WALL BELOW5'-0" (MAX) LIFTAT GROUT KEY1 1/2" MINMIN1 1/2"TYPLAP SPLICETOP OF GROUT LIFTOR PREVIOUS GROUTPOURTOP OF FOUNDATIONCONSTRUCTION ORCONTROL JOINTWRAP COL WITH FOAM JOINT FILLER AT SLAB ON GRADEHSS COLUMNSEE PLAN NOTES:1. SAW CUT CONTROL JOINTS AS CLOSE AS POSSIBLE TO CONCRETE COLUMN. IN LOCATIONS WITH EXPOSED CONCRETE SLABS, HAND TOOL CONTROL JOINT FROM FACE OF COLUMN TO START OF CUT.(2) #4 EPOXY COATED EA SIDE OF COLUMN. FIELD CUT BARS TO LENGTH SO ENDS DO NOT CROSS JOINTCLCOLCLCOLTYP2"TYP2"BAR LOCATIONTOP4500OTHERMODIFY DEVELOPMENT LENGTHS AND LAPS AS REQUIRED BY NOTES BELOWLENGTHS SHOWN ARE IN INCHES2331384666778618233035525966LAP SPLICE AND DEVELOPMENT (Ld) SCHEDULELAP SPLICE AND DEVELOPMENT NOTES:1. TOP INDICATES HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW BARS.2. APPLY UNLESS SPLICES AND DEVELOPMENT LENGTHS ARE NOTED OTHERWISE ON DRAWINGS.3. ALL LAP SPLICES SHALL BE CLASS B, UNO.4. MULTIPLY THE LENGTHS IN THE SCHEDULE BY THE APPROPRIATE MODIFIERS WHEN REQUIRED.5. WHERE BARS OF DIFFERENT SIZE ARE LAP SPLICED TOGETHER, THE LAP SPLICE LENGTH SHALL BE TAKEN AS THE DEVELOPMENT LENGTH OF THE LARGER BAR OR THE CLASS B LAP SPLICE LENGTH OF THE SMALLER BAR, WHICHEVER PRODUCES THE LONGER LENGTH. #3CONCRETE STRENGTH (PSI)#4#5#6#7#8#9#3#4#5#6#7#8#945001824293551597013182327404551DEVELOPMENT LENGTH/CLASS A LAP SPLICECLASS B LAP SPLICEMULTIPLIERCONDITION1.30EPOXY COATED OR ZINC AND EPOXY DUAL-COATED TOP REINFORCEMENT1.50- EPOXY COATED OTHER (NOT TOP) BARS- CLEAR COVER LESS THAN ONE BAR DIAMETER- CENTER TO CENTER SPACING LESS THAN THREE BAR DIAMETERSBAR SIZE#3LAP SPLICE AND DEVELOPMENT LENGTH (Ld) SCHEDULE FOR REINFORCING BARS IN GROUTED CMULENGTHS ARE SHOWN IN INCHES12" CMUUNCOATED EPOXY COATED#4#5#6#7#812 1525122433503954637213NOTES:1. LENGTHS SHOWN ARE IN INCHES.2. APPLY UNLESS SPLICES AND DEVELOPMENT LENGTHS ARE NOTED OTHERWISE ON DRAWINGS.3. "OTHER" INDICATES REBAR POSITIONED ANYWHERE OTHER THAN SINGLE BARS IN THE CENTER OF THE CMU THICKNESS. SEE MASONRY DETAILS FOR PLACEMENT.CENTER OTHER12 2236153649724554637219CENTER OTHER+*$12 '$7( NO DESCRIPTION DATE$'$7+&+(6('6+(/(0(6&(0(7(5<3$9,/,213700 Winnetka Ave NCrystal, MN 55427&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((73(50,7'2&80(176$SULO800 Washington Ave N, Suite 600Minneapolis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
7<3,&$/1$,/6&+('8/(SIZE(PENNY)TYPEDIAMETER(INCHES)MIN PENETRATION(INCHES)8d10d16d20dCOMMONCOMMONSINKERBOX.148.148.131.1481 1/21 5/81 5/81 5/8NAIL SIZES SPECIFIED IN THESE CONSTRUCTION DOCUMENTS SHALL BEPER THE REQUIREMENTS NOTED ABOVE, EXCEPT AS NOTED OTHERWISE PENETRATION IS MEASURED INTO THE PIECE RECEIVING THE NAIL POINT. 1 1/2 INCHES OF PENETRATION FOR 10d AND 16d NAILS IS ACCEPTABLE FOR TOP PLATES AND DOUBLED 2x MEMBERS WHERE THE NAIL PENETRATION WILL BE LESS THAN SPECIFIED, INCREASE NAIL LENGTH TO OBTAIN THE PENETRATION REQUIRED FOR THE NAIL SPECIFIED. WHERE WOOD TENDS TO SPLIT, REPLACE MEMBERS AND PREDRILL HOLES.USE HOT DIPPED GALVANIZED NAILS AT EXPOSED CONDITIONS AND AT PRESSURE-PRESERVATIVE TREATED AND FIRE-RETARDANT TREATED WOOD.SIMPSON LUS FACE-MOUNTED HANGER OR EQUAL. MINIMUM SERVICE DOWNWARD CAPACITY = 300 LBS. MINIMUM SERVICE UPLIFT CAPACITY = 80 LBSLVL GIRDER SEE PLAN2x ROOF JOIST SEE PLANNOTES:1. ALLOWANCE FOR COLLATORAL HANGING LOAD IS 5 PSF. 2. MAX HANGER LOAD TO ANY RAFTER IS 40 LBS (2 LOADS OF 25 LBS MAY BE SUPPORTED FROM ONE RAFTER IF SPACED AT 5' MINIMUM). 3. CONSIDER ADDING HANGERS WITH CLOSER SPACING THAN TYPICAL TO KEEP LOADING UNDER MAXIMUMS STATED IN 2.4. P1000 (MIN SIZE) MAY BE USED TO SPREAD LOAD TO 2 RAFTERS TO ALLOW A SINGLE HANGER TO EXCEED CRITERIA STATED IN 2 ABOVE TO 80 LBS FOR ONE LOAD OR 25 LBS FOR 2 LOADS SPACED AT 5' MINIMUM. HANGEREQ EQP1000 OPTION SEE NOTE 8PIPING OR OTHER EQUIP1/2" DIA LAG SCREW (4" EMBED) TYPWD SHEATHING4'x8' WOOD SHEATHING PANEL, STAGGER PANELS SEE PLANDIAPHRAGM BOUNDARYPERIMETER OR SHEAR WALLDIAPHRAGM BOUNDARYNAILINGPANEL EDGE NAILINGCONT PANEL JOISTNAILING ALONG CONT PANEL JOINT 8d AT 6"OCNAILING 8d AT12"OC IN FIELD2x BLOCKING MEMBERS AT ALL PANEL JOINTSROOF FRAMINGCMU WALLSEE PLANCELLS BELOW LVL BEARING SHALL BE FULLY GROUTEDLVL SEE PLANPRESSURE TREATED NAILER, ATTACH TO CMU W/ PAFs @ 6"OC, STAGGEREDWRAP ALL SIDES OF LVL W/ POLY SHEET. INFILL W/ CMU AND GROUT SOLIDSIMPSON MTSM STRAP OR APPROVED EQUIVALENT. MINIMUM SERVICE UPLIFT CAPACITY = 500 LBSWOOD SHEATHINGSEEPLANCONT BOND BEAM BELOW LVL BEARING W/ (2) #51SIMPSON CC OR APPROVED EQUIVALENT. MINIMUM SERVICE UPLIFT CAPACITY = 800 LBSLVL GIRDER SEE PLANHSS COLUMN SEE PLANLVL PURLIN SEE PLANSIMPSON CCOS5.50 OR APPROVED EQUIVALENT. MINIMUM SERVICE UPLIFT CAPACITY = 800 LBS(4) SELF-TAPPING SCREWS BY CONNECTOR SUPPLIERPL 1/2x10"x1'-6"1/4DIMENSIONAL LUMBER JOIST.SEE PLANLOW LVL BEAM SEE PLAN2x ROOF JOIST SEE PLANSIMPSON H1 OR APPROVED EQUIVALENT. MIMINUM SERVICE UPLIFT CAPACITY = 80 LBS(2) 3/4" Ø HEAVY HEX ANCHOR RODS CAST IN PLACE W/ 16" EMBED IN CMU WALL, CENTER IN LVL. PROVIDE DOUBLE NUTCMU WALL REINFORCEMENTPER PLAN #4 HAIRPIN AT EA ANCHOR ROD THUS:(3) GROUTED CELLS AT WALL ENDSEE PLANLVLSEE PLAN 4'-6"WRAP ALL SIDES OF LVL W/ POLY SHEET, INFILL W/ CMU AND GROUT SOLIDPL 3/4x4x1'-4"3"VARIES1" MINEXT WALLSEE ARCHSTUD CLIP BY STUD SUPPLIERSHEATHINGSEE PLANTDESEE PLAN#12 WOOD SCREWS @ 8"OCROOF EDGE MEMBERSEE PLANCONT BENT PL 1/4". ROLLED TO MATCH ROOF CURVATURE2"2" EQ EQ 2"(3) 1/2" LAG SCREWS W/ 6" PENETRATIONLVLSEE PLAN5"(2) 3/4"Ø THRU BOLTS W/ BEVELED WASHERSCUT AT FABRICATOR'S OPTIONLVLSEE PLAN2"$(2) 3/8" STIFFENER KERFED IN BEAM6(&7,21$1"2 1/2"3"3"3/8" PL TYP1/4" PLLVLSEE PLANLVLSEE PLAN2 1/2"STIFFENER KERFED IN BEAM1'-2"1/45/16TYP+*$12 '$7( NO DESCRIPTION DATE$'$7+&+(6('6+(/(0(6&(0(7(5<3$9,/,213700 Winnetka Ave NCrystal, MN 55427&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((73(50,7'2&80(176$SULO800 Washington Ave N, Suite 600Minneapolis, MN 55401127)25&216758&7,21 $0& ?8VHUV?VHODXUHQS?'RFXPHQWV?5HYLW/RFDO)LOHV?6$GDWK-HVKXUXQ3DYLOLRQBOSLHSKRUYW6PROJECTDETAILS$XWKRUNTS7<3,&$/1$,/6&+('8/(1 1/2" = 1'-0"7<3,&$/',0(16,21$/-2,6772/9/*,5'(5&211(&7,211" = 1'-0"+$1*,1*/2$'&5,7(5,211/2" = 1'-0"%/2&.('',$3+5$*01$,/,1*3/$11" = 1'-0"7<3,&$//9/&211(&7,2172&08:$//1" = 1'-0"7<3,&$//9/&211(&7,2172+66&2/8011 1/2" = 1'-0"6(&7,21$7&$17,/(9(5('-2,673/4" = 1'-0"6(&7,21$7/9/%($5,1*21&083" = 1'-0"7<3,&$/522)('*(1 1/2" = 1'-0" 6(&7,21
CONDUIT CONCEALED IN WALL OROVERHEADCONDUIT CONCEALED IN OR BELOWFLOORCONDUIT INSTALLED EXPOSEDCONDUIT VERTICAL TRANSITIONCONDUIT STUBBED OUTCONDUIT SEALEXISTING CONDUITEXISTING CONDUIT INTERCEPTEDSINGLE CHANNEL SURFACE RACEWAYDUAL CHANNEL SURFACE RACEWAYPLUG STRIP3/4"C #8ELP12,4,6A23bPTR2L6-30EF-1TGROUND BUS BAR**FIRE ALARM CONTROL CONNECTIONSUSPENDED MOUNTED LIGHT FIXTURESEMERGENCY LIGHTING UNIT WITH BATTERY PACKPOST TOP LIGHT FIXTUREARROW OF LIGHT FIXTURE INDICATESAIMING DIRECTIONWALL MOUNTED LIGHT FIXTUREPOLE MOUNTED LIGHT FIXTURELIGHT TRACKEXIT SIGN SHADED PORTION OF EXIT SIGN INDICATES FACE(S) TO BE ILLUMINATED.RECESSED INDIRECT LIGHT FIXTURE(ORIENTATION OF BASKET INDICATED BYLINE IN CENTER OF FIXTURE)SURFACE MOUNTED LIGHT FIXTURES ONLIFE SAFETY (S) POWER CIRCUITRECESSED LIGHT FIXTURES ON LIFE SAFETY(S) POWER CIRCUITSURFACE MOUNTED LIGHT FIXTURES ONCRITICAL POWER CIRCUITRECESSED LIGHT FIXTURES ON CRITICALPOWER CIRCUITEMERGENCY DUPLEX W/ USB COMBO18"IGISOLATED GROUND DUPLEX W/ USB COMBODUPLEX W/ USB COMBO18"18"18"SINGLE RECEPTACLESWITCHED OR SPLIT WIRED RECEPTACLE18"EMERGENCY DOUBLE DUPLEX 125VRECEPTACLEGFCI PROTECTED DOUBLE DUPLEX 125VRECEPTACLEFLOOR BOX CAST-IN-PLACEPOKE THROUGHL5-20CEILING MOUNTED DUPLEX 125VRECEPTACLE18"EMERGENCY DUPLEX 125V RECEPTACLE**JUNCTION BOX18"DOUBLE DUPLEX 125V RECEPTACLE18"PEDESTAL DUPLEX 125V RECEPTACLESERVICE FITTING18"18"**POWERDUPLEX 125V RECEPTACLEGFCI PROTECTED DUPLEX 125V RECEPTACLESPECIAL PURPOSE RECEPTACLE. LABELINDICATES RECEPTACLE TYPE.46"DIGITAL TIME SWITCH46"PSWITCH WITH PILOT LIGHTK46"KEY OPERATED SWITCH46"44 WAY SWITCH246"2 POLE SWITCHL46"LOW VOLTAGE SWITCH**DIMMING PHOTO SENSORD46"DIMMER SWITCH**VACANCY SENSOR(MANUAL ON OCCUPANCY)46"46"46"46"**SWITCHESSINGLE POLE SWITCH33 WAY SWITCHMMOMENTARY CONTACT SWITCHWPWEATHERPROOF SWITCHOCCUPANCY SENSORSURFACE MOUNTED LIGHT FIXTURESRECESSED MOUNTED LIGHT FIXTURES**VARIABLE SPEED DRIVEVSD**DRY TYPE TRANSFORMER -CEILING/WALL MOUNTTPS********ADDRESSABLE CONTROLMODULEADDRESSABLE MODULEBEAM DETECTOR TRANSMITTERFUSED STARTER46"FIRE ALARM PHONE JACK**BEAM DETECTOR RECEIVER**********************************************LIGHTING******FIRE ALARMSMOKE DETECTORDUCT SMOKE DETECTORSPRINKLER FLOW SWITCH****46"TAMPER SWITCHDAMPER OPERATOR W/MONITOR MODULEFIRE ALARM MANUAL STATIONCLG MTD OR80"CLG MTD OR 80"CLG MTD OR 80"FIRE ALARM AUDIO-VISUAL UNITFIRE ALARM VISUAL UNITFIRE ALARM AUDIO UNIT**HEAT DETECTOR********POWER DISTRIBUTIONMOTORSAFETY DISCONNECT SWITCHCOMBINATION STARTERDRY TYPE TRANSFORMER-FLOOR MOUNT******POWER OR DISTRIBUTION PANELSURFACE MTD PANELBOARDFLUSH MTD PANELBOARDCONDUIT AND WIRINGTDASSFOPJVSCMMMHSFSTSFFFFELECTRICAL SHEET INDEXDESCRIPTIONSYMBOLELECTRICAL SYMBOLSNOMINAL MOUNTING HEIGHTDESCRIPTIONSYMBOLNOMINAL MOUNTING HEIGHTSYMBOL EXPLANATION1 UPPER CASE LETTERS WITH NUMBER INDICATES LUMINAIRE TYPE. (REFER TO THE E500 LUMINAIRE SCHEDULE)2 NUMBER INDICATES CIRCUIT CONNECTION. 3. LOWER CASE LETTER INDICATES CONTROL DEVICE.SPECIAL RECEPTACLES. THE NEMA STANDARD TYPE IS SHOWN WITH AN UPPER CASE LETTER. TYPE AS NOTED. EXAMPLE: NEMA L6-30R, 250V, SINGLE PHASE, 30A, TWIST-LOCK RECEPTACLE THE CIRCUIT DESIGNATION IS SHOWN BY NUMBER ADJACENT TO EQUIPMENT. ABBREVIATION NEXT TO CIRCUIT NUMBER INDICATES A DEDICATED CIRCUIT FOR THAT TYPE OF EQUIPMENT.EXAMPLE: WALL MOUNTED DUPLEX RECEPTACLE ON DEDICATED CIRCUIT NUMBER 2 FOR A PRINTER.SYMBOL WITH EQUIPMENT IDENTIFICATION. SEE MECHANICAL EQUIPMENT SCHEDULE FOR COMPLETE ELECTRICAL INFORMATION. EXAMPLE: EXHAUSTFAN #1PLAN KEY NOTE. SEE KEY NOTE SCHEDULE ON THAT DRAWING. ARROW POINTS TO THE ITEM TO WHICH THE NOTE APPLIES.INDIVIDUAL HOME RUN TO BRANCH CIRCUIT PANELBOARD. PANELBOARD AND CIRCUIT DESIGNATION ARE PLACED ADJACENT TO HOMERUN ARROW. REFER TO PANEL SCHEDULES FOR AMPS AND NUMBER OF POLES. EXAMPLE: HOMERUN TO PANEL ELP1. UNDESIGNATED TICK MARKS INDICATE #12 CONDUCTORS; NO TICK MARKS INDICATE 2 #12 CONDUCTORS. CONDUCTOR SIZES INDICATED ADJACENT TO SLASH MARKS SHALL APPLY TO ENTIRE CIRCUITS. PROVIDE MINIMUM #12 AWG CONDUCTORS FOR HOMERUNS, #10 AWG CONDUCTORS FOR HOMERUNS THAT EXCEED 100 FEET (30480mm) FOR 120 VOLT CIRCUITS AND 250FEET (76200mm) FOR 277 VOLT CIRCUITS. HOMERUNS SHALL BE CONSIDERED TO ORIGINATE FROM THE POWER SOURCE TO THE FIRST PIECE OF EQUIPMENT OR DEVICE.GENERAL NOTESABBREVIATIONSMISCELLANEOUSDASHED SYMBOL INDICATES EXISTING DEVICES TO BE REMOVED.120V CONTROLLED RECEPTACLESDUPLEX 120V RECEPTACLE - FULL CONTROLLEDDUPLEX 120V RECEPTACLE - HALF CONTROLLEDQUAD 120V RECEPTACLE - FULL CONTROLLEDQUAD 120V RECEPTACLE - HALF CONTROLLEDGFCI QUAD 120V RECEPTACLE - FULL CONTROLLEDGFCI QUAD 120V RECEPTACLE - HALF CONTROLLED18"18"18"18"18"18"** SEE ONE-LINE/RISER DIAGRAMS AND FEEDER SCHEDULE DRAWINGS FOR ADDITIONAL SYMBOLS AND EQUIPMENT NAMING CONVENTIONS.DESCRIPTIONSYMBOLNOMINAL MOUNTING HEIGHT46"MMCSMANUAL MOTOR CONTROL SWITCH46"MSSMOTOR STARTER SWITCHGENERAL NOTES:A. ELECTRICAL ORDINANCES:ALL ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND FEDERAL LAWS OR ORDINANCES GOVERNING THE PROJECT. IF, IN ANY INSTANCE, THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH CODES, LAWS OR ORDINANCES, THE CODE, LAWS AND ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE CODES, LAWS AND ORDINANCES. ALL WORK SHALL BE INSTALLED UNDER THE SUPERVISION OF A LICENSED MASTER ELECTRICIAN.B. BRING DISCREPANCIES SHOWN ON DIFFERENT DRAWINGS AND BETWEEN DRAWINGS AND SPECIFICATIONS OR BETWEEN DOCUMENTS AND FIELD CONDITIONS TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.C. COORDINATE ELECTRICAL INSTALLATION WITH ALL OTHER CONTRACTORS AND OWNER FOR THE LOCATION AND SIZES OF ALL EQUIPMENT PRIOR TO ROUGH-IN. SHOULD ELECTRICAL WORK BE INSTALLED WHICH INTERFERES WITH THE WORK OF OTHER CONTRACTORS OR OWNER, SUCH WORK SHALL BE CHANGED WITH NO ADDITIONAL COST TO OWNER.D. MOUNT EQUIPMENT AT NOMINAL MOUNTING HEIGHT INDICATED IN ELECTRICAL SYMBOL SCHEDULE UNLESS NOTED OTHERWISE ON THE FLOOR PLANS OR DETAILED IN ARCHITECTURAL ELEVATIONS. DIMENSION SHOWN IS TO CENTER LINE OF BOX. SEE ARCHITECTURAL INTERIOR AND EXTERIOR ELEVATIONS FOR EXACT LOCATION OF WALL MOUNTED DEVICES AND LIGHT FIXTURES. E. CONDUCTORS SHALL BE COPPER, UNLESS SPECIFIED OTHERWISE. BUILDING POWER WIRING SHALL HAVE THHN/THWN INSULATION. CONDUCTOR AMPACITY SHALL BE BASED ON TABLE 310-16 OF THE NEC. USE 60-DEGREE C RATING FOR CIRCUITS TERMINATING ON DEVICES RATED BELOW 100A. USE 75-DEGREE RATING FOR CIRCUITS TERMINATING ON DEVICES AND IN ENCLOSURES RATED 100A AND OVER.F. INSTALL INSULATED GREEN EQUIPMENT GROUNDING CONDUCTOR WITH ALL BRANCH CIRCUIT AND FEEDER CONDUCTORS, SIZED IN ACCORDANCE WITH NEC ARTICLE 250. G. DRAWINGS INDICATE DESIGN LOADS, VOLTAGES, CORRESPONDING CONTROL EQUIPMENT, FEEDERS AND OVER CURRENT DEVICES. IF EQUIPMENT ACTUALLY FURNISHED HAVE LOADS OTHER THAN THOSE INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN, CONTROL EQUIPMENT, FEEDERS AND OVER CURRENT DEVICES SHALL BE ADJUSTED IN SIZE ACCORDINGLY AT NO ADDITIONAL COST TO THE OWNER. SUCH ADJUSTMENT SHALL BE SUBJECT TO THE REVIEW OF THE ARCHITECT PRIOR TO ACCEPTANCE OR PURCHASE.H. ALL DEVICES SHALL BE INSTALLED TO COMPLY WITH ADA STANDARDS FOR ACCESSIBLE DESIGN.I. IN GENERAL, BRANCH CIRCUIT CONDUIT AND WIRE IS NOT SHOWN. PROVIDE CONDUIT AND WIRE TO CONNECT DEVICES TO CIRCUITS SHOWN. WIRE FILL AND CONDUCTOR SIZE SHALL BE AS SPECIFIED. PROVIDE A MAXIMUM OF THREE PHASE CONDUCTORS IN A SINGLE HOME RUN. PROVIDE A DEDICATED NEUTRAL FOR EACH PHASE CONDUCTOR UNLESS OTHERWISE NOTED. INSTALL PULL BOXES AND JUNCTION BOXES AS REQUIRED TO AID IN THE INSTALLATION OF CABLES AND CONDUCTORS. LABEL LOCATION OF POWER CIRCUITS ON COVER OF ALL RECEPTACLES AND ON COVER OF JUNCTION BOXES AND BOXES ASSOCIATED WITH EQUIPMENT. INCLUDE PANEL AND CIRCUIT IDENTIFICATION. LABEL LOCATION OF POWER CIRCUITS ON COVER OF ALL LIGHT SWITCHES. INCLUDE PANEL AND CIRCUIT IDENTIFICATION.J. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR FINAL LOCATION OF CEILING MOUNTED EQUIPMENT. MOUNT RECESSED CEILING FIXTURES WITH FLEXIBLE METAL CONDUIT OF LENGTH REQUIRED TO MEET MOUNTING LOCATION AND NEC REQUIREMENTS. MAXIMUM FLEXIBLE CONDUIT LENGTH SHALL BE (6') SIX FEET (1828mm).K. INSTALL ALL ITEMS NECESSARY TO COMPLETE THE INSTALLATION. TOUCH-UP OR REFINISH THE FACTORY FINISH OF EQUIPMENT MARRED DURING SHIPMENT, DEMOLITION OR INSTALLATION.L. SUBMIT SHOP DRAWINGS OF ALL NEW EQUIPMENT, DEVICES, FIXTURES AND CABLES/CONDUCTORS TO BE INSTALLED IN SYSTEM FOR WRITTEN APPROVAL FROM ENGINEER PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS.M. ALL WORK SHALL BE GUARANTEED FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE.N. ELECTRICAL DEVICES, LIGHT FIXTURES, AND EQUIPMENT SHOWN AS DASHED ARE TO BE DEMOLISHED. ELECTRICAL DEVICES/EQUIPMENT SHOWN WITH LIGHT SOLID LINE TYPE ARE EXISTING TO REMAIN. ANY ITEMS TO BE TURNED OVER TO FACILITIES MANAGEMENT WILL BE NOTED.O. MAINTAIN FIRE RATING WHERE RACEWAYS, CABLING, DEVICES, ETC. PENETRATE A FIRE RATED STRUCTURE. REFER TO THE ARCHITECTURAL DRAWINGS FOR LOCATION OF FIRE RATED WALLS AND CEILINGS. FIRE PROOF ALL PENETRATIONS AS REQUIRED.P. SEAL INTERIOR OF ALL CONDUITS WHERE THEY PENETRATE WALLS, FLOORS, OR CEILINGS ENTERING OR EXITING STAIRWELLS.Q. COORDINATE DOOR HARDWARE REQUIREMENTS WITH ARCHITECTURAL DOOR HARWARE SCHEDULE AND SPECIFICATIONS SECTION 087100.R. EXISTING EQUIPMENT, DEVICES, AND LIGHTS INDICATED ON PLAN WERE TAKEN FROM EXISTING PLANS AND SHALL NOT BE CONSIDERED 100% ACCURATE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FIELD VERIFYING LOCATIONS OF EXISTING SYSTEMS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES WHICH MAY AFFECT ANY WORK UNDER THIS CONTRACT.POWER NOTES:S. PROVIDE AN ALLOWANCE FOR (3) 120V 20A BRANCH CIRCUITS PER LEVEL TO SERVE BUILDING AUTOMATION CONTROL PANELS AND VAV TERMINAL UNIT CONTROLLERS. ALLOW FOR A MINIMUM DISTANCE OF 100 FEET (30480mm) PER CIRCUIT. FINAL CIRCUIT QUANTITIES AND LOCATIONS SHALL BE COORDINATED WITH THE BUILDING AUTOMATION CONTRACTOR.T. PROVIDE RED CIRCUIT BREAKER "LOCK-ON" DEVICES FOR FACP CIRCUIT(S); INCLUDING BUT NOT LIMITED TO THE MAIN FIRE ALARM CONTROL PANEL, NETWORK FIRE-ALARM PANELS, NAC, AMP, AND SLC POWER SUPPLIES, RELEASING PANELS, SMOKE/ FIRE DAMPERS, DRY-PIPE COMPRESSORS, ETC.LIGHTING NOTES:U. PROVIDE AUXILIARY CONTACTS WITH ALL OCCUPANCY AND VACANCY SENSORS FOR BAS/BMS STATUS OUTPUT. V. COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF LUMINAIRES IN MECHANICAL ROOMS WITH DUCTS, PIPES, AND EQUIPMENT. MOUNT LUMINAIRES BELOW DUCTS AND PIPES AND DO NOT MOUNT LUMINAIRES OVER EQUIPMENT. SUPPORT LUMINAIRES INDEPENDENTLY OF DUCTS, PIPES, AND EQUIPMENT.W. LIGHT SWITCHES SHALL BE MOUNTED ON LATCH SIDE OF DOOR, WITHIN 12 INCHES (305mm) OF DOOR/SIDELIGHT FRAMING, UNLESS NOTED OTHERWISE. LIGHT SWITCHES INSTALLED ADJACENT TO DOOR SWINGS SHALL BE MOUNTED CLEAR OF DOOR SWING AND WITHIN 12 INCHES (305mm) OF DOOR IN OPEN POSITION. COORDINATE LOCATION WITH OTHER WALL DEVICESFIRE ALARM NOTES:Y. PROVIDE FIRE ALARM CONTROL MODULE FOR DAMPER CONTROL. DAMPERS SHALL CLOSE PER SMOKE COMPARTMENT ZONES. REFER TO LIFE SAFETY PLANS AND MECHANICAL PLAN. PROVIDE 120V EMERGENCY EQUIPMENT POWER CONNECTION TO EACH DAMPER. DAMPERS CAN BE COMBINED ON A DEDICATED CIRCUIT TO A MAXIMUM LOAD OF 10A AND A MAXIMUM QUANTITY OF SEVEN DAMPERS. REFER TO DAMPER MANUFACTURER FOR LOAD REQUIREMENTS. PROVIDE CIRCUIT BREAKER "LOCK-ON" IN PANEL.Z. MOUNT SMOKE DETECTORS AT LEAST 4 INCHES (102mm) FROM WALL, 12 INCHES (305mm) FROM ANY SPRINKLER, AND 3 FEET (914mm) FROM SUPPLY AIR DIFFUSERS.AA. FINAL FIRE ALARM CEILING DEVICES LOCATED IN OPEN CEILINGS SHALL BE COORDINATED IN THE FIELD WITH OTHER CEILING ELEMENTS PRIOR TO INSTALLATION. FIRE ALARM CEILING DEVICES SHALL NOT BE CONCEALED FROM VIEW BY OTHER DISCIPLINE ELEMENTS. WHERE DISCREPANCIES ARISE CONTACT THE ENGINEER OF RECORD.BB. COORDINATE WITH MECHANICAL DRAWINGS AND ARCHITECTURAL LIFE SAFETY PLANS FOR LOCATIONS AND QUANTITIES OF FIRE SMOKE DAMPERS AND DAMPER OPERATORS.CC. FOR WALL FIRE ALARM DEVICE LOCATIONS SPECIFIED FOR ROUGH-IN, PROVIDE RED 4 11/16 INCH (119mm) DEEP SQUARE JUNCTION BOX WITH SINGLE-GANG TRIM-RING. DD. WHERE SMOKE AND HEAT DETECTORS ARE WALL MOUNTED OR PENDANT SUSPENDED DEVICES, SHALL NOT BE INSTALLED LOWER THAN 12 INCHES (305mm) BELOW THE CEILING LINE.EE. WHERE DUCT SMOKE DETECTORS ARE INSTALLED FOR DAMPER CLOSURE FUNCTION OR HVAC UNIT SHUT DOWN FUNCTION SHALL BE INSTALLED WITHIN 5 FEET (1524mm) OF THE ASSOCIATED DAMPER OR HVAC UNIT.** SEE DRAWING, SPECIFICATION OR LIGHTINGFIXTURE SCHEDULE FOR MOUNTING HEIGHTJ(37UL-924 EMERGENCY POWER TRANSFER DEVICE LVS CONTROLS OR EQUAL. ****ELECTRIC LOCKWCLG18"VOICE OUTLETKP46"CARD READER W/ KEY PAD****46"****CLGDELAYED EGRESSREQUEST TO EXIT - MOTION SENSORREQUEST TO EXIT - BUTTONDOOR CONTROLLERPOWER TRANSFER HINGEGLASS BREAK SENSOR46"PUSHBUTTONWAPWIRELESS LAN OUTLETMONITOR**DURESS BUTTON**54"VOLUME CONTROL84"SPEAKER84"CLOCKCLGPROJECTOR OUTLET**MICROPHONE JACK54"INTERCOM18"DATA OUTLET46"IDS ACTIVATION/DEACTIVATION KEYPADCLGSIREN**MOTION SENSOR - CEILING MOUNTEDCEILING MOUNTED SURVEILLANCE CAMERACLG**ELECTRIC STRIKECOMMUNICATION48"**18"TV OUTLETVOICE/DATA OUTLETWALL PHONE VOICE OUTLETSECURITY46"120"**CARD READERSURVEILLANCE CAMERADOOR CONTACT**MAGNETIC LOCKMONMMMELELELSCRCRCRDEDEDEXXXXXXCCCPHPHPHGBGBGBKPKPKPSSSDBESESESCRCRCRMLDCDCDCVCPMSTATIONCORRIDOR DOME LIGHT84"STAFF ASSIST STATIONMASTER STATIONSTAFF STATIONCODE BLUE STATIONTOILET EMERGENCYSSATDUTY STATIONDBM46"46"46"46"46"46"NURSE CALL STATIONNURSE CALL46"NNNNNNNNTV IDS180° PANORAMIC CEILING MOUNTED SURVEILLANCE CAMERA270° PANORAMIC CEILING MOUNTED SURVEILLANCE CAMERA360° PANORAMIC CEILING MOUNTED SURVEILLANCE CAMERACLGSPEAKERS18"AUDIO VISUAL BACK BOXAVCLGCLGCLG+*$12 '$7( NODESCRIPTIONDATE$'$7+&+(6('6+(/(0(6&(0(7(5<3$9,/,213700 Winnetka Ave NCrystal, MN 55427&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((73(50,7'2&80(176$SULO,+(5(%<&(57,)<7+$77+,63/$163(&,),&$7,21255(3257:$635(3$5('%<0(2581'(50<',5(&7683(59,6,21$1'7+$7,$0$'8/</,&(16('352)(66,21$/(1*,1((581'(57+(/$:62)7+(67$7(2)0,11(627$1$0( '$7( 5(*,675$7,21180%(5 800 Washington Ave N, Suite 600Minneapolis, MN 55401 $0& ?8VHUV?HHPLNHR?'RFXPHQWV?5HYLW/RFDO)LOHV?($GDWK-HVKXUXQ3DYLOLRQBPRFRQQHOO;'3UYW(ELECTRICALGENERALNOTES ANDSYMBOLS$XWKRU-26(3+%:(77(51$&+$35,/UTP UNSHIELDED TWISTED PAIRVVOLTVA VOLT-AMPEREVEND VENDINGVGA VIDEO GRAPHICS ARRAYVSD/VFD/VFCVARIABLE SPEED DRIVE/ FREQUENCY DRIVE /FREQUENCY CONTROLLERWWATTWAP WIRELESS ACCESS POINTWP WEATHER-PROOFXFMR TRANSFORMERNEMANATIONAL ELECTRICAL MANUFACTURERSASSOCIATIONNFPA NATIONAL FIRE PROTECTION AGENCYNFSS NON-FUSED SAFETY SWITCHNTS NOT TO SCALEOC ON CENTEROCPD OVER CURRENT PROTECTIVE DEVICEPPOLEPB PULL BOXPF POWER FACTORPH or Ø PHASEPNL PANELPOS POINT OF SALEPR PAIRPRI PRIMARYPTR PRINTERPTZ PAN TILT ZOOMPVC POLYVINYL CHLORIDERCPT RECEPTACLEREF REFRIGERATORRF RADIO FREQUENCYRX RECEIVE/RECEIVERSEC SECONDARYSM SINGLEMODESPD SURGE PROTECTION DEVICEST SHUNT TRIPSTP SHIELDED TWISTED PAIRTBB TELECOMMUNICATIONS BONDING BACKBONETELECOM TELECOMMUNICATIONSTGB TELECOMMUNICATIONS GROUNDING BUSBARTIATELECOMMUNICATIONS INDUSTRIESASSOCIATIONTYP TYPICALUL UNDERWRITERS LABORATORIESUNOUNLESS OTHERWISE NOTED/UNLESS NOTEDOTHERWISEUPS UNINTERRUPTABLE POWER SUPPLYGD GARBAGE DISPOSALGFCI GROUND FAULT CIRCUIT INTERRUPTERGND GROUNDHH HANDHOLEHMT HARMONIC MITIGATING TRANSFORMERHP HORSE POWERHRZ HORIZONTALH]HERTZI/O IN-BOARD/OUT-BOARDIG ISOLATED GROUNDIP INTERNET PROTOCOLIPC INTERGRATED POWER CENTERIR INFRAREDkH]KILOHERTZKK KIRK KEYKV KILOVOLTKVA KILOVOLT-AMPEREKW KILOWATTLAN LOCAL AREA NETWORKLCP LIGHTING CONTROL PANELLEDLSI LONG TIME SHORT TIME INSTANTANEOUSLV LOW-VOLTAGEMCA MINIMUM CIRCUIT AMPACITYMCB MAIN CIRCUIT BREAKERMH MANHOLEMLO MAIN LUG ONLYMM MULTI-MODEMMCS MANUAL MOTOR CONTROL SWITCHMOCP MAXIMUM OVERCURRENT PROTECTIONMSS MOTOR STARTER SWITCHMV MEDIUM VOLTAGEMW MICROWAVENNEUTRALNAC NOTIFICATION APPLIANCE CIRCUITNEC NATIONAL ELECTRICAL CODEA or AMP AMPEREA/V or AV AUDIO/VISUALAC ALTERNATING CURRENTACS AUTOMATIC CONTROL SYSTEMAFF ABOVE FINISHED FLOORAIC AMPERE INTERRUPTING RATINGAL ALUMINUMATS AUTOMATIC TRANSFER SWITCHAUX AUXILIARYAWG AMERICAN WIRE GAUGEBAS BUILDING AUTOMATION SYSTEMBIO BIOMETRICBMS BUILDING MANAGEMENT SYSTEMCCONDUITCATV CABLE TELEVISIONCLG CEILINGCOFF COFFEE MAKERCU COPPERdB DECIBELDC DIRECT CURRENTDED DEDICATED CIRCUITDIA DIAMETERDSP DIGITAL SIGNAL PROCESSORDW DISH WASHERELEC ELECTRICALEMI ELECTROMAGNETIC INTERFERENCEEMT ELECTRICAL METALLIC TUBINGEWC ELECTRIC WATER COOLEREXST EXISTINGFA FIRE ALARMFAAP FIRE ALARM ANNUCIATOR PANELFACP FIRE ALARM CONTROL PANELFLA FULL-LOAD AMPEREFP FURNITURE POWERFSS FUSED SAFETY SWITCHGAP GENERATOR ANNUCIATOR PANELE000 ELECTRICAL GENERAL NOTES AND SYMBOLSE030 ELECTRICAL SITE PLANE100 ELECTRICAL PLANE600 SPECIFICATIONS
6'-0"12'-0"6'-0"A1
BCD1257+/,1(2)7+(12)7+(6:2)7+(6:2)6(&751257+/,1(2)7+(12)7+(6:2)7+(6:2)6(&75$/,1(3$5$//(/:,7+7+(($67/,1(2)7+(12)7+(6:2)7+(6:2)6(&6+58%6%8,/',1*LALA2+(2+(GENERAL NOTESA. SITE UTILITY SCOPE TO BE COORDINATED WITH LOCAL UTILITIES.B. CONDUIT ROUTES AS SHOWN ARE DIAGRAMMATIC IN NATURE. FIELD VERIFY ACTUAL CONDUIT ROUTES PRIOR TO INSTALLING CONDUIT. PULLBOXES PROVIDE PULL BOXES FOR SITE CABLING AS REQUIRED, BUT NOT TO EXCEED MORE THAN 200' BETWEEN BOXES.KEYNOTES:1. PROVIDE (1) 2" CONDUIT FROM PUMPHOUSE TO PANEL L2 IN PAVILION.2. PROVIDE HANDHOLE FOR PULLING CABLE.3. REFER TO 3/E100 FOR PANELBOARD MOUNTING.L2PUMPHOUSE+*$12 '$7( NODESCRIPTIONDATE$'$7+&+(6('6+(/(0(6&(0(7(5<3$9,/,213700 Winnetka Ave NCrystal, MN 55427&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((73(50,7'2&80(176$SULO,+(5(%<&(57,)<7+$77+,63/$163(&,),&$7,21255(3257:$635(3$5('%<0(2581'(50<',5(&7683(59,6,21$1'7+$7,$0$'8/</,&(16('352)(66,21$/(1*,1((581'(57+(/$:62)7+(67$7(2)0,11(627$1$0( '$7( 5(*,675$7,21180%(5 800 Washington Ave N, Suite 600Minneapolis, MN 55401 $0& ?8VHUV?HHPLNHR?'RFXPHQWV?5HYLW/RFDO)LOHV?($GDWK-HVKXUXQ3DYLOLRQBPRFRQQHOO;'3UYW(ELECTRICALSITE PLAN$XWKRU-26(3+%:(77(51$&+$35,/1" = 20'-0"1SITE PLAN NEW
77GENERAL NOTESA. REFER TO ME800 SHEET FOR ADDITIONAL MOTOR INFORMATION.B. COORDINATE LOCATION AND MOUNTING OF DEVICES WITH MILLWORK AND CASEWORK.C. COORDINATE DEVICE LOCATIONS AND ELEVATIONS AT ALL WORKSTATIONS WITH FINAL FURNITURE PLANS AND SHOP DRAWINGS PRIOR TO DEVICE ROUGH-IN.D. ELECTRICAL & SYSTEMS DEVICES & EQUIPMENT SHOWN AS SCREENED ARE EXISTING TO REMAIN. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATIONS OF EXISTING SYSTEMS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES WHICH MAY AFFECT ANY WORK UNDER THIS CONTRACT.E. REFER TO THE ARCHITECTURAL DETAILS AND ELEVATION DRAWINGS FOR COORDINATION OF ELECTRICAL DEVICES.F. DEVICES AND EQUIPMENT SHALL BE CIRCUITED FROM PANELS AS INDICATED BY THE CIRCUITING BOUNDARY SHOWN ON THE PLAN UNLESS NOTED OTHERWISE.G. CONDUIT AND WIRING MAY NOT BE SHOWN GRAPHICALLY ON THE PLANS. HOWEVER IT SHALL BE PROVIDED COMPLETE AS REQUIRED BASED ON IDENTIFICATION OF CIRCUIT NUMBERS, RELAY NUMBERS, SWITCHING IDENTIFICATION, MOTOR EQUIPMENT SCHEDULE, PANEL BOUNDARIES, SPECIFIED MINIMUM CONDUIT SIZE, SPECIFIED MINIMUM CONDUCTOR SIZES, AND/OR SPECIFIED MINIMUM GROUNDING.H. REFER TO ONE-LINE DIAGRAMS FOR ADDITIONAL INFORMATION FOR FEEDERS AND ELECTRICAL EQUIPMENT.L2IR-4IR-3IR-2IR-11ABCDDS11aDS11aDS21aDS11aDS11aDS11aDS11aDS11aDS21aDS11aDS11aDS11aDS11aDS11aDS11aDS11aDS11aDS11aDS11aDS21aDS21aDS21aDS31bDS31bDS31bDS31bDS31bDS31bDS31bDS31bDS31babXW11XW11DS11aDS11aEXIST.PANELL1PROVIDE 100A 3 POLE BREAKER IN EXISTING PANELPUMPHOUSE2" C. W/3# 3/0CU W/ 1#4G.L2120/240V100AKEYNOTES:1. PROVIDE TIMER SWITCHES WITH MAXIMUM TIMEOUT OF 2 HOURS. PROVIDE WEATHERPROOF ENCLOSURE FOR TIMER SWITCHES. 2. PROVIDE ROOF MOUNTED PHOTOCELL TO CONTROL XW1 FLOODLIGHTS. COORDINATE FINAL FLOODLIGHT MOUNTING LOCATION WITH SIGN LOCATION. 3. PROVIDE THIS DS2 DOWNLIGHT IF ADD ALTERNATE WOOD PERIMETER PANELS ARE BEING INSTALLED. AIM ADJUSTABLE DOWNLIGHT TOWARD WOOD PANEL TO WASH IT. 4. IF ADD ALTERNATE WOOD PERIMETER PANELS ARE BEING INSTALLED, AIM ADJUSTABLE DOWNLIGHT TOWARDS WOOD PANEL TO WASH IT. IF WOOD PERIMETER PANELS ARE NOT BEING INSTALLED, AIM DOWNLIGHT STRAIGHT DOWN. 5. PROVIDE CONNECTION TO IR HEATER. COORDINATE INSTALLATION AND REQUIREMENTS OF CONTROLS SYSTEM WITH IR HEATER SUPPLIER.1'-0"LINE BELOW GRADE PORTION OF POST IN PLASTIC SLEEVE POST PROTECTOR OR EQUALGRAVEL BACKFILL5'-0" MIN(2) 2x4 PRESSURE TREATED(2) 2x4 PRESSURE TREATED4x4 PRESSURE TREATED POSTS2'-0"DIAPLAIN CONCRETE BASENEMA 3R PANELBOARD+*$12 '$7( NO DESCRIPTIONDATE$'$7+&+(6('6+(/(0(6&(0(7(5<3$9,/,213700 Winnetka Ave NCrystal, MN 55427&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((73(50,7'2&80(176$SULO,+(5(%<&(57,)<7+$77+,63/$163(&,),&$7,21255(3257:$635(3$5('%<0(2581'(50<',5(&7683(59,6,21$1'7+$7,$0$'8/</,&(16('352)(66,21$/(1*,1((581'(57+(/$:62)7+(67$7(2)0,11(627$1$0( '$7( 5(*,675$7,21180%(5 800 Washington Ave N, Suite 600Minneapolis, MN 55401 $0& ?8VHUV?HHPLNHR?'RFXPHQWV?5HYLW/RFDO)LOHV?($GDWK-HVKXUXQ3DYLOLRQBPRFRQQHOO;'3UYW(ELECTRICALPLAN$XWKRU-26(3+%:(77(51$&+$35,/1/4" = 1'-0"1ELECTRICAL PLANELECTRICAL MECHANICAL EQUIPMENT SCHEDULETAG KW FLA VOLTAGE PHASE LOAD PANEL CIRCUIT # CONDUIT AND WIREDISCONNECTFURNISHEDDISCONNECTSIZEOTHER EQUIPMENT INTERLOCKS / REMARKSIR-1 3 12.5 240 V 1 3000 VA L2 2,4 3/4" C. W/ 2#10 & 1#12G ELECTRICAL 20A/2P COORDINATE EXACT REQUIREMENTS WITH HEATER CONTROLSIR-2 3 12.5 240 V 1 3000 VA L2 3,5 3/4" C. W/ 2#10 & 1#12G ELECTRICAL 20A/2P COORDINATE EXACT REQUIREMENTS WITH HEATER CONTROLSIR-3 3 12.5 240 V 1 3000 VA L2 6,8 3/4" C. W/ 2#10 & 1#12G ELECTRICAL 20A/2P COORDINATE EXACT REQUIREMENTS WITH HEATER CONTROLSIR-4 3 12.5 240 V 1 3000 VA L2 7,9 3/4" C. W/ 2#10 & 1#12G ELECTRICAL 20A/2P COORDINATE EXACT REQUIREMENTS WITH HEATER CONTROLS2ELECTRICAL ONE-LINE/RISER DIAGRAMLUMINAIRE SCHEDULEAUTHOR:KBMTYPE DESCRIPTION MOUNTING LENSREFLECTOR LAMPLUMENS BALLASTPOWER SUPPLY WATTS VOLTAGE MANUFACTURER CATALOG NUMBER E4UAL MANUFACTURERS NOTESDS1 RECESSED LED DOWNLIGHT, 3" APERTURE RECESSED CEILING COMFORT CLEAR REFLECTOR WITH SELF-FLANGE TRIM, WET LOCATION, WIDEDISTRIBUTION1500 LM LED 3500K 90CRI 0-10V DIMMING 16 VA 120 V LIGHTOLIER LYTEPROFILE 3R-N P3R-DL-15-9-35-CC-P-Z1OU PRESCOLITE LITESTRY, USAI BEVELED 2.2DS2 RECESSED ADJUSTABLE LED DOWNLIGHT, 3"APERTURERECESSED CEILING COMFORT CLEAR REFLECTOR WITH SELF-FLANGE TRIM, WET LOCATION,30 DEGREEFLOOD1500 LM LED 3500K 90CRI 0-10V DIMMING 20 VA 120 V LIGHTOLIER LYTEPROFILE 3R-N P3R-A-15-9-35-FL-CC-P-Z1OU PRESCOLITE LITESTRY, USAI BEVELED 2.2DS3 RECESSED ADJUSTABLE LED DOWNLIGHT, 3"APERTURERECESSED CEILING COMFORT CLEAR REFLECTOR WITH SELF-FLANGE TRIM, WET LOCATION, 30DEGREE FLOOD500 LM LED 3500K 90CRI 0-10V DIMMING 10 VA 120 V LIGHTOLIER LYTEPROFILE 3R-N P3R-A-05-9-35-FL-CC-P-Z1OU PRESCOLITE LITESTRY, USAI BEVELED 2.2XW1 ADJUSTABLE FLOOD LIGHT GROUND MOUNTED BLACK FINISH, 40 DEGREE FLOOD DISTRIBUTION, HALF SNOOT 750 LM LED 3000K 90CRI 8 VA 120 V ECOSENSE F080-1R-MO-30-90-40-K-H OR APPROVED EQUAL3PANELBOARD SUPPORT DIAGRAM1. NEMA 3RPDQHOERDUG NRWHV:Spare 0 VA 0.00% 0 VA11 - Kitchen 65% (6 or more Items) 0 VA 0.00% 0 VA10 - NS Intmtt Motor 0 VA 0.00% 0 VA09 - Cooling Greater than 3 Hr 0 VA 0.00% 0 VA08 - Cooling 0 VA 0.00% 0 VA07 - Heating Greater than 3 Hr 0 VA 0.00% 0 VA06 - Heating 12000 VA 100.00% 12000 VATRWDO EVW. DHPDQG CXUUHQW:53 A05 - ETuipment Greater than 3 Hr 0 VA 0.00% 0 VATRWDO CRQQ. CXUUHQW:52 A04 - ETuipment 0 VA 0.00% 0 VATRWDO EVW. DHPDQG:12638 VA03 - Rcpt Non-DZlg 0 VA 0.00% 0 VATRWDO CRQQ. 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260500 COMMON WORK RESULTS FOR ELECTRICALA. General1. Scope: Project shall be provided with a complete electrical installation, including lighting, power, and signal systems in the building as defined in the drawings and specifications.2. Codes: Electrical work shall comply with the currently adopted National Electrical Code and all state and local codes that apply. Secure and pay for all permits, licenses and inspection fees, and coordinate all work with local inspection authorities.3. Quality Assurance: All materials shall be new and free from defects, bearing certification for use as required by Underwriter’s Laboratory, National Electrical Manufacturer’s Association, National Fire Protection Association, American Society for Testing and Material, American National Standards Institute, and other standards that apply. Material shall be assembled in a manner consistent with the highest standards of construction practice. Work such as carpentry, painting or welding related to the electrical construction shall be performed by persons skilled in the related trade.4. Testing and Adjustment: All electrical power systems shall be tested for insulation integrity and wiring continuity prior to energization. All grounding systems shall be tested for earth path resistance and continuity. After energization, phase rotation and voltage at distribution equipment and motors shall be verified, and all loads shall be balanced on the distribution system to within 5% of each other.5. Cutting, Patching and Excavation: Electrical Contractor shall be responsible for all cutting, patching, and excavation required by the work. All work shall be accomplished in a manner complying with the requirements of General Specifications. Do not cut or drill structural members without Structural Engineer approval.6. Rubbish Removal and Storage: Electrical Contractor shall remove all rubbish associated with the work at the end of the project and as required to prevent hazard. Electrical Contractor shall be responsible for obtaining and securing a space for material storage and staging. This space shall not interfere with construction nor shall it constitute a hazard.7. Cleaning, Painting and Labeling: All fixtures and equipment shall be cleaned free from construction dust, paint and foreign matter both externally and internally. All equipment shall be primed and painted or galvanized in a factory finish, or in the field if so specified, using methods to assure maximum durability. Provide a typewritten index in all panelboards and an engraved plastic laminate label identifying all distribution equipment, distribution panelboards, and major equipment disconnects and control devices. Using permanent marker, label each system junction box on the face of the cover in exposed construction and at the interior in finished construction.8. Shop drawings, Submittals, and Owner’s Manual: Shop drawings shall be submitted for approval on all devices and plates, distribution equipment, control equipment, light fixtures and lamps, specified utilization equipment and systems. Alternates to specified equipment may be proposed if submitted for approval ten days prior to bid date and time. No equipment shall be considered approved until such approval is made by Addendum. The Electrical Contractor shall maintain a set of accurate as-built drawings. Two copies of Owner’s manuals shall be assembled with operating and maintenance manuals for all building equipment and systems, copies of all shop drawings, specialized utilization procedures and as-built drawings. Manuals shall be submitted for approval.9. The drawings are diagrammatic. Field verify equipment, light fixture and device locations. Coordinate electrical work with the other trades.B. Outages: Outages shall be requested in writing, scheduled with the landlord, and coordinated with the electric utility where applicable. All work shall be done to minimize down time and inconvenience.2605 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLESA. Branch circuit conductors shall be THW or THWN/THHN solid copper through #10 and stranded copper #8 and larger. Minimum wire size is #12. 75 degree C ampacities shall be used for sizing conductors and conduit fill shall conform to NEC. Feeder conductors #6 and larger shall be THW or THWN/THHN. All conductors shall be in raceways with color coded insulation and each voltage system shall be separately identified.260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMSA. Provide grounding of all equipment comprising a permanent bonding together of all metallic, non-current carrying parts of the electrical system like raceways, boxes, panels, cabinets, equipment enclosures, housings, motor frames, cable trays, ducts, and lightingfixtures. Scrape light fixture finish to assure a good ground. Provide grounding conductors in all nonmetallic conduit systems, flexible conduit lengths, and surface raceways.B. Ground all transformers and secondary neutrals to the transformer case and to the nearest grounded building structural steel.Motor circuits shall have a ground conductor pulled with the phase conductors.26052 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMSA. Equipment Support: Provide support of all electrical work through the use of hanger rods, clamps, structural framing, fastening devices, and backboards. Provide vibration isolation in all supporting hardware for vibrating electrical equipment installed by this Contractor. Provide 4" high concrete pads for floor mounted equipment.2605 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMSA. Conduits: Rigid steel, rigid aluminum, PVC coated rigid steel, IMC, EMT, Flexible steel and Liquid-tight, and PVC conduits will be used where customary with approved fittings. Provide complete raceway systems including outlet boxes, pull boxes, and fittings. Conceal conduits in finished spaces. Group conduits on racks leaving 25% conduit space and suspend from the structure. Size conduits, boxes, and bends per the NEC where not specified on plan. Provide expansion fittings, conduit seals, drain tees, conduit hubs, fire/smoke barriers where required. Metal conduits shall have continuous grounding integrity and PVC conduits shall be complete with a properly sized circuit grounding conductor.B. Wireways: Wireways shall be used where shown on the plans. Wireways shall be galvanized steel, painted grey, with hinge cover and all flanges, elbows, connections and partitions necessary for a complete system. Wireways shall be deburred, complete with a grounding conductor, NEMA 1 inside and NEMA 3R outside.C. Surface Metal Raceways: Surface metal raceways shall be complete with all fittings, devices, plate covers, green grounding conductor, and mounting supports to make a complete system. The following Wiremold numbers identify type to be used: Type 2100, Type 2200, Type G-3000, Type G-4000 with divider, and Type G-6000. Locate devices on 18" centers and use specification grade devices in type G-3000 and larger.D. Pull & Junction Boxes: Indoor boxes shall be NEMA 1, constructed of a single piece code gauge steel, with folded and welded corners, complete with flat removable screw down cover. Outdoor boxes utilizing rigid metal conduit shall be cast iron with cast iron gasketed cover held down with stainless steel screws. Outdoor boxes utilizing PVC conduit shall be plastic with screw down gasketed cover. Size all boxes per NEC article 370. Boxes are not shown on plan. Provide boxes to comply with code and to provide ease of conductor installation.E. Outlet Boxes and Fittings: Interior outlet boxes shall be galvanized steel, non-gangable, with knockouts and covers or extension rings as required. [Non-metallic boxes may only be used in conjunction with cable systems permitted under section 16120.] Exterior surface outlet boxes shall be cast iron alloy with threaded hubs and screw down gasketed WP covers.F. Cabinets: Cabinets shall be constructed of code gauge steel without factory knockouts, surface or flush mounted as noted on plans and schedules, and shall appear as a panelboard with a hinged and latched door. Provide barriers to separate low voltage and power wiring as required.26055 IDENTIFICATION FOR ELECTRICAL SYSTEMSA. Identification: Provide engraved nameplates, wire and cable markers, embossed tape, and device plate cover engraving where required or specified on the drawings. Provide engraved nameplates on electrical distribution and control equipment and the loads they serve, main power and special system cabinets, motor control centers, motor starters and variable frequency drives, capacitors, and disconnects.2626 PANELBOARDSA. Panelboard enclosures shall be made of code gauge steel with finished cabinet front with concealed trim clamps, concealed door hinges, and lockable trim door with flush locks all keyed alike. 120/208 volt circuit breakers shall be bolt-on, minimum 10kAIC rating or as shown on the drawings. Provide removable typewritten circuit breaker identification inside door. B. Where replacement breakers are needed provide new breakers compatible with existing panelboards.26226 WIRING DEVICESA. Switches shall be specification grade, 20 amp, 120 volt, quiet toggle. Provide single pole, double pole, 3-way, 4-way, or SPDT as required. Similar to Hubbell 1221 series.B. Receptacles shall be specification grade, duplex or single outlet, voltage, and NEMA configuration as required or shown on the drawings. Provide GFI where shown on the drawings. GFI receptacles shall have test and reset buttons and meet UL 2003 standards. Specification grade shall be similar to Hubbell 5362 series.C. Devices shall be white.D. Interior device plate covers shall be white thermoplastic nylon and galvanized steel in unfinished areas; exterior device plates shall be in-use type cover.E. Dimmers complete with calibrated linear vertical slide control, separate push on-push off illuminated switch, square law dimming, concealed fins, and preset feature with high adjust trim. Install dimmers where shown on the drawings. Group dimmers so that finished installation appears ganged without breaking off any cooling fins.2626 ENCLOSED SWITCHES AND CIRCUIT BREAKERSA. Disconnect Switches shall be heavy duty, horsepower rated, 250 volt or 600 volt, 2-pole, solid neutral, or 3-pole fused or un-fused and as required. Switch shall be quick-make quick-break with interlock and lockable enclosure door for opening. Provide NEMA 1 enclosure indoors, NEMA 3R outdoors, and NEMA 4X in interior wet locations. Fusible switches shall use current limiting fuses with rejection type fuse clips. Provide sizes shown on the drawings.B. Circuit Breaker Disconnects: Provide molded case disconnect switches, 250 volt or 600 volt, 2-pole or 3-pole without thermal overload protection, with silver alloy contacts, common trip and trip indicator. Circuit breaker AIC rating shall coordinate with the circuit.262 ENCLOSED CONTROLLERSA. Motor Starters: Provide a combination starter disconnect, in NEMA 1 enclosure with pilot light, HOA switch, control transformer with matching closing coil, 1-NO & 1-NC auxiliary contact and thermal overload protection sized to the motor. Provide a combination starter disconnect when starters are mounted in site of the motor connection and motor disconnect is deleted. Fusible switches shall be quick make, quick break with interlock to door. Starters shall be full voltage across the line sized as noted on the drawings.26500 INTERIOR LIGHTING AND 265600 EXTERIOR LIGHTINGA. Light Fixtures: Provide a light fixture of the type scheduled at each light fixture location shown on plan. Light fixtures shall be complete with lamps, ballasts, all necessary accessories and mounting hardware, and shall be compatible with ceiling or wall system they are installed on. LED fixtures shall meet LM-79 and LM-80 testing standards.ELECTRICAL SPECIFICATIONS+*$12 '$7( NODESCRIPTIONDATE$'$7+&+(6('6+(/(0(6&(0(7(5<3$9,/,213700 Winnetka Ave NCrystal, MN 55427&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((73(50,7'2&80(176$SULO,+(5(%<&(57,)<7+$77+,63/$163(&,),&$7,21255(3257:$635(3$5('%<0(2581'(50<',5(&7683(59,6,21$1'7+$7,$0$'8/</,&(16('352)(66,21$/(1*,1((581'(57+(/$:62)7+(67$7(2)0,11(627$1$0( '$7( 5(*,675$7,21180%(5 800 Washington Ave N, Suite 600Minneapolis, MN 55401 $0& ?8VHUV?HHPLNHR?'RFXPHQWV?5HYLW/RFDO)LOHV?($GDWK-HVKXUXQ3DYLOLRQBPRFRQQHOO;'3UYW(SPECIFICATIONS$XWKRU-26(3+%:(77(51$&+$35,/
UDC AMENDMENTS
PAGE 1 OF 3
___________________________________________________________________________
FROM: Dan Olson, City Planner
TO: Planning Commission (for May 10 Meeting)
DATE: May 5, 2021
RE: Public Hearing: Miscellaneous amendments to the Unified Development
Code (Application Number 2021- 03)
__________________________________________________________________________
A. BACKGROUND
Staff is requesting City Council discussion of proposed amendments to the unified
development code (UDC). The proposed amendments are corrections or clarifications,
brought about by administering the UDC’s requirements.
At their work session on May 4, 2021, staff reviewed these amendments with the City
Council.
Attachment:
A. Proposed UDC amendments
B. PROPOSED AMENDMENTS
1. Detached garages. Language has been added to clarify that a detached garage has no
structural attachment to the principal structure.
2. Front lot line. Language has been amended to use a more generic term (“principal
building”) since through lots may contain non-residential buildings.
3. Mechanical equipment. The UDC was amended in separate places to clarify the
requirements for mechanical equipment located on the ground and on rooftops:
➢ A definition for mechanical equipment has been added
➢ Table 4 (Accessory Uses) has been amended to allow mechanical equipment as a
permitted accessory use in every zoning district.
➢ Screening requirements in section 520.13 have been amended to provide options
in making mechanical units less visible.
4. Escrow for site improvement agreements. Language has been added to clarify that the
city may retain a portion of the escrow deposit for up to two years if the approved site
plan contains native vegetation or a stormwater infiltration basin. Plantings in these
PLANNING COMMISSION STAFF REPORT
UDC amendments
UDC AMENDMENTS
PAGE 2 OF 3
situations often take longer to become established than other landscaping, such as turf
grass.
5. Required documents for adjacent parcel land conveyance application. Language has
been amended to allow up to one year to submit the required recorded documents. If
the property has a mortgage, the property owner must secure the consent of the lender.
This change will allow lenders more time to provide the necessary documents to the
property owner.
6. Regulatory flood protection elevation. This term is used twice in the UDC. The first use
is in the definition section of the UDC (section 505) and the second use is in the body of
the floodplain requirements (section 515.09). An amendment to the definition section
was made in 2018, but the term was not amended in section 515.09. This amendment
corrects that internal inconsistency.
7. Parking study. This amendment clarifies that parking studies to potentially reduce the
required number of parking spaces should include the number of proposed residents.
8. Vehicle wash or detailing. The following amendments are proposed for vehicle wash
and detailing:
➢ Since vehicle wash have drive-through elements, the requirements were
amended to require adherence to the same standards as drive-through facilities.
➢ Since drive-through facilities require a conditional use permit (CUP), Table 3
(permitted principal uses) has been amended to require a CUP for new vehicle
wash and detailing establishments.
9. Tent sales. The language for temporary tent sales has been amended:
➢ Removed an internal inconsistency in which temporary outdoor sales are allowed
for 180 days per calendar year, but tent sales were limited to a total of 21 days.
➢ Added use-specific standards to ensure that tents are maintained in good
condition
10. Measurement of building height. The amendment is to correct an internal inconsistency
between the definition of building height in the definition section of the UDC, and the
description of how height is measured in section 520.01. The correction is to use the
same language and illustration so that both sections measure height by average, not
natural, grade.
11. Exception to setback for accessory buildings. The language has been clarified to make
it easier to understand that accessory buildings can be located as close as 3’ to the
property line if certain conditions are present.
12. Fence post height. The standard fence post sold by many stores is not long enough to
meet the requirement to have an underground post that is ½ the height of the fence.
This amendment provides an alternative to ensure the fence is firmly established in the
ground.
13. Parking requirements. The following two amendments are proposed:
➢ Currently there is no specific parking requirement for vehicle repair. Staff
excluded the service bays from both the parking space need calculation and the
count of parking spaces provided. This change would add a specific requirement
to the parking table to match past practice.
➢ Clarified that three uses do not have parking maximums.
14. Stormwater plan. This amendment clarifies that the requirements of the Minnesota
Pollution Control Agency (MPCA) must be met when a stormwater plan is submitted.
This is a requirement for the city’s latest general stormwater permit from the state.
UDC AMENDMENTS
PAGE 3 OF 3
C. REQUESTED ACTION
The Planning Commission is asked to make a recommendation to the City Council to
either deny or approve the proposed UDC amendments. Staff recommends approval of
the amendments.
The following is the proposed schedule for adopting a new ordinance:
May 18 Council considers first reading of ordinance
June 1 Council considers second reading and adoption
June 10 Summary of ordinance published
July 10 Effective date of ordinance
12
CR225-464-620540.v5
Subd. 63. Flood frequency. “Flood frequency” means the frequency for which it is expected that a
specific flood stage or discharge may be equaled or exceeded.
Subd. 64. Flood fringe. “Flood fringe” means the portion of the Special Flood Hazard Area (one
percent annual chance flood) located outside of the floodway. Flood fringe is synonymous with the term
“floodway fringe” used in the Flood Insurance Study for Hennepin County, Minnesota.
Subd. 65. Flood prone area. “Flood prone area” means any land susceptible to being inundated by
water from any source (see “Flood”).
Subd. 66. Floodplain. “Floodplain” means the beds proper and the areas adjoining a wetland, lake
or watercourse which have been or hereafter may be covered by the regional flood.
Subd. 67. Floodproofing. “Floodproofing” means a combination of structural provisions, changes,
or adjustments to properties and structures subject to flooding, primarily for the reduction or elimination of
flood damages.
Subd. 68. Floodway. “Floodway” means the bed of a wetland or lake and the channel of a
watercourse and those portions of the adjoining floodplain which are reasonably required to carry or store
the regional flood discharge.
Subd. 69. Floor area, gross. “Floor area, gross” means the sum of the gross horizontal areas of the
several floors of such building or buildings measured from the exterior faces of exterior walls or from the
centerline of party walls separating two buildings.
Subd. 70. Floor area, finished. “Floor area, finished” means the gross floor area that is finished as
fully habitable space, including the finished portion of a basement. Where a sloped ceiling is present, only
that portion which has at least six feet of vertical clearance from floor to ceiling shall be considered finished
floor area.
Subd. 71. Frontage. “Frontage” means the line of contact of a property with a public right-of-way.
Subd. 72. Funeral home. “Funeral home” means a building used for human funeral services and
which may include space for embalming and other services used in the preparation of the dead for burial,
the indoor storage of caskets, funeral urns, and other related supplies. Funeral homes do not include
facilities for cremation, but cremation services may be offered.
Subd. 73. Garage, attached. “Garage, attached” means the storage of motor vehicles by the owner
or occupant of the principal use in a garage that is attached to the principal structure by a common wall or
by a roof. An attached garage has no facilities for mechanical service or repair.
Subd. 74. Garage, detached. “Garage, detached” means an accessory building for the private use of
the owner or occupant of a principal building situated on the same lot of the principal building for the
storage of motor vehicles with no facilities for mechanical service or repair. A detached garage is a
freestanding structure, not connected to the foundation, wall, roof, or other part of the principal structure.
Subd. 75. Garage or yard sales. “Garage or yard sales” means the infrequent temporary display and
sale of general household goods, used clothing, appliances, and other personal property.
Subd. 76. Grade. “Grade” means the average finished ground level of the land around the perimeter
of a lot, structure, or building.
Attachment A
14
CR225-464-620540.v5
development standards for loading spaces shall only apply to those areas of at least ten feet in width, 30
feet in length and having a vertical clearance of at least 14 feet.
Subd. 90. Lot. “Lot” means land occupied or proposed to be occupied by a building and its
accessory buildings, together with such open space as is required under the provisions of this UDC, having
not less than the minimum area required by this UDC for a building site in the district in which such lot is
situated and having its principal frontage on a street or a proposed street approved by the city council.
Subd. 91. Lot coverage. “Lot coverage” means that portion of a lot that is covered by impervious
surfaces.
Figure 2: Illustration of lot configuration
Subd. 92. Lot, corner. “Lot, corner” means a lot abutting on more than one street and situated at an
intersection of streets (see figure 2).
Subd. 93. Lot, interior. “Lot, interior” means a lot abutting on only one street (see figure 2).
Subd. 94. Lot, through. “Lot, through” means a lot abutting on more than one street but not situated
at an intersection of streets (see figure 2).
Subd. 95. Lot, through corner. “Lot, through corner” means a lot abutting on more than one street
and situated at more than one intersection of streets (see figure 2).
Subd. 96. Lot area. “Lot area” means the area of a horizontal plane within the lot lines.
Subd. 97. Lot depth. “Lot depth” means the shortest horizontal distance between the front lot line
and the rear lot line measured from a 90-degree angle from the street right-of-way within the lot boundaries.
Subd. 98. Lot line, front. “Lot line, front” means the boundary of a lot that abuts a public street. On
a corner lot, it shall be the street-abutting lot line with the shortest dimension. If the property lines on both
street frontages are of the same length, the property line to be used for front setback measurement shall be
determined by the zoning administrator. On a through lot or through corner lot, the lot line for which the
home principal building is facing shall be the front lot line (see figure 3).
15
CR225-464-620540.v5
Figure 3: Illustration showing yards for through lot
Subd. 99. Lot line, rear. “Lot line, rear” means the lot line not intersecting a front lot line that is
most distant from and most closely parallel to the front lot line.
Subd. 100. Lot line, side. “Lot line, side” means any lot line that is not a front, rear or corner side
lot line.
Subd. 101. Lot line, corner side. “Lot line, corner side” means any street-abutting lot line that is
not a front or rear lot line.
Subd. 102. Lot of record. “Lot of record” means land designated as a separate and distinct parcel
in a subdivision, the plat of which has been recorded in the office of the recorder of Hennepin County,
Minnesota; or a parcel of land, the deed to which was recorded in the office of the recorder or registrar of
titles of Hennepin County, Minnesota prior to the adoption of the ordinance codified in this UDC.
Subd. 103. Lot width. “Lot width” means the horizontal distance between side lot lines. In the case
of irregularly shaped lots located on a cul-de-sac or curved street, or corner lots that are neither a square,
rectangle, or parallelogram, lot width shall be measured at the required front and rear setback lines.
Subd. 104. Lowest floor. “Lowest floor” means the lowest floor of the lowest enclosed area
(including basement). An unfinished or flood resistant enclosure, used solely for parking of vehicles,
building access, or storage in an area other than a basement area, is not considered a building’s lowest floor;
provided, that such enclosure is not built so as to render the building in violation of the applicable non-
elevation design requirements of 44 Code of Federal Regulations, Part 60.3.
Subd. 105. Manufactured home. “Manufactured home” has the meaning given in Minnesota
Statutes, section 327.31. The term “manufactured home” does not include the term “recreational vehicle.”
Subd. 106. Marquee. “Marquee” means any permanent roof-like structure extending along or
projecting beyond the wall of a building, generally designed and constructed to provide protection from the
weather.
Subd. 107. Mechanical equipment. “Mechanical equipment” means equipment, devices and
accessories, the use of which relates to water supply, powering, heating, ventilating, air conditioning and
similar purposes.
16
CR225-464-620540.v5
Subd. 107108. Medical clinics. “Medical clinics” means a building, or part of a building, where
persons are cared for on an outpatient basis.
Subd. 108109. Mobile food unit. “Mobile food unit” has the meaning given it from the Crystal city
code, chapter XIII.
Subd. 109110. Multiple tenant building. “Multiple tenant building” means any building which has
more than one tenant, and where each tenant has a separate ground-level exterior public entrance.
Subd. 110.111 New construction. “New construction” means structures, including additions and
improvements, and placement of manufactured homes, for which the start of construction commenced on
or after the effective date of the floodplain overlay district provisions.
Subd. 111.112 Non-commercial speech. “Non-commercial speech” means dissemination of
messages not classified as commercial speech which include, but are not limited to, messages concerning
political, religious, social, ideological, public service and informational topics.
Subd. 112113. Non-conforming lot. “Non-conforming lot” means a lot of record or other parcel of
land that does not comply with the lot requirements for any allowed use in the zoning district in which it is
located.
Subd. 113114. Non-conforming structure. “Non-conforming structure” means any structure
permitted prior to the effective date of this UDC, which would not conform to the applicable regulations if
the structure were to be erected under the provisions of this UDC.
Subd. 114115. Non-conforming use. “Non-conforming use” means a lawful use of land that does
not comply with the use regulations for its zoning district but which complied with applicable regulations
at the time the use was established.
Subd. 115116. Obstruction. “Obstruction” means any, wall, embankment, pile, abutment,
projection, excavation, channel modification, culvert, building, wire, fence, stockpile, refuse, fill, structure,
or matter in, along, across, or projecting into any channel, watercourse, or regulatory floodplain which may
impede, retard, or change the direction of the flow of water, either in itself or by catching or collecting
debris carried by such water.
Subd. 116117. Offices, professional. “Offices, professional” means establishments providing
executive, management, administrative or professional services including, but not limited to, real estate,
medical clinics, architecture, legal, travel, contractor, employment, insurance, and similar uses.
Subd. 117118. One hundred year floodplain. “One hundred year floodplain” means lands inundated
by the “Regional Flood” (see definition).
Subd. 118119. Owner or property owner. “Owner or property owner” means the owner or taxpayer
of record according to Hennepin County property tax records.
Subd. 119120. Parapet wall. “Parapet wall” means that portion of building wall that rises above the
roof level.
Subd. 120121. Parking lot. “Parking lot” means land, not within a building, that is surfaced in
accordance to the requirements of this UDC and used for the temporary parking of motor vehicles.
Subd. 121122. Parking ramp or structure. “Parking ramp or structure” means a structure designed
and used for the storage of motor vehicles at, below, or above grade or a combination thereof.
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Subd. 122123. Patio. “Patio” means an open, level-surfaced area that is typically impervious, has
an elevation of no more than 12 inches above grade, is without walls or roofs, and is intended for outdoor
seating or recreation.
Subd. 123124. Personal services. “Personal services” means establishments that are primarily
engaged in providing services generally involving the care of the person or the person’s possessions.
Personal services may include, but are not limited to laundry and dry-cleaning services, tailors, barber or
beauty shops, health and fitness studios, nail salons, locksmiths, tattoo parlors, therapeutic massage, pet
grooming, portrait studios, and similar uses.
Subd. 124125. Plat, final. “Plat, final” means the final formally approved layout of the proposed
subdivision showing the same information as the preliminary plat, complying with the requirements of this
UDC, and any additional requirements imposed by the city council and prepared in the form required by
the appropriate county office and Minnesota Statutes, chapter 505.
Subd. 125126. Plat, preliminary. “Plat, preliminary” means a tentative layout of the proposed
subdivision prepared for the purpose of formal review by the city. The preliminary plat shows lots, blocks,
streets, and physical features relevant to the development of the property, but not in the detail or final form
of the final plat.
Subd. 126127. Porch, open. “Porch, open” means a porch that has a roof but is not enclosed with
windows, screens or walls. An open porch that does not have a roof is defined as a deck.
Subd. 127128. Portable storage container. “Portable storage container” means a temporary portable
structure or container that allows for on-site storage of goods or materials, and which is not permanently
affixed to a foundation.
Subd. 128129. Private recreational facilities, indoor. “Private recreational facilities, indoor” means
recreational facilities are private recreational facilities located completely within an enclosed building that
includes, but is not limited to bowling alleys, volleyball courts, ice skating rinks, and driving ranges.
Subd. 129130. Private recreational facilities, outdoor. “Private recreational facilities, outdoor”
means private recreational facilities providing outdoor activities that includes, but is not limited to, sand
volleyball courts, miniature golf courses, batting cages, and tennis courts.
Subd. 130131. Public and semipublic buildings. “Public and semipublic buildings “ means
buildings containing public or civic uses of special significance to residents, employees or visitors such as
community service centers. Public and semipublic buildings do not include public utility buildings, schools,
or religious institutions.
Subd. 131132. Public waters. “Public waters” means waters of the state as defined in Minnesota
Statutes, section 103G.005.
Subd. 132133. Reach. “Reach” means a hydraulic engineering term used to describe a longitudinal
segment of a stream or river influenced by a natural or man-made obstruction. In an urban area, the segment
of a stream or river between two consecutive bridge crossings would most typically constitute a reach.
Subd. 133134. Recreational vehicle. “Recreational vehicle” has the meaning given the term in
Minnesota Statutes, section 168.002. For the purposes of this UDC, the term recreational vehicle is
synonymous with the term “travel trailer/travel vehicle”.
Subd. 134135. Regional flood. “Regional flood” means a flood which is representative of large
floods known to have occurred generally in Minnesota and reasonably characteristic of what can be
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expected to occur on an average frequency in the magnitude of the 1% chance or 100-year recurrence
interval. Regional flood is synonymous with the term "base flood" used in a flood insurance study.
Subd. 135136. Regulatory flood protection elevation (RFPE). “Regulatory flood protection
elevation” or “RFPE” means an elevation not less than two foot above the elevation of the regional flood
plus any increases in flood elevation caused by encroachments on the floodplain that result from designation
of a floodway.
Subd. 136137. Religious institutions. “Religious institutions” mean a building, together with its
accessory buildings, where persons regularly assemble for religious worship and which building, together
with its accessory buildings and uses, is maintained and controlled by a religious body organized to sustain
public worship.
Subd. 137138. Repetitive loss. “Repetitive loss” means flood related damages sustained by a
structure on two separate occasions during a ten-year period for which the cost of repairs at the time of each
such flood event on the average equals or exceeds 25% of the market value of the structure before the
damage occurred.
Subd. 138139. Restaurant or eating establishment. “Restaurant or eating establishment” means an
establishment whose principal business is the selling of food and beverages to the customer in a ready to
consume state. Restaurants or eating establishments include cafes, coffee shops, and ice cream shops.
Subd. 139140. Restrictive covenant. “Restrictive covenant” means a recorded contract or
agreement entered into between private parties establishing restrictions on the development or use of
property in addition to those established by this UDC.
Subd. 140141. Retail establishments. “Retail establishments” means establishments primarily
engaged in the sale of goods to the general public. Retail uses may include, but are not limited to,
bookstores, liquor stores, bakeries, grocery stores, and other similar uses.
Subd. 141142. Retention facility. “Retention facility” means a permanent natural or man-made
structure that provides for the storage of stormwater runoff by means of a permanent pool of water.
Subd. 142143. Seasonal agricultural sales. “Seasonal agricultural sales” means the outdoor sale of
goods or products obtained primarily through farming or agricultural activities, including, but not limited
to: pumpkins; grain and seed crops; fruits and vegetables; nursery, floral, ornamental, and greenhouse
products; and Christmas trees.
Subd. 143144. Schools, elementary or secondary. “Schools, elementary or secondary” means
buildings used to teach students that includes elementary schools, middle schools or high schools.
Subd. 144145. Schools, nursery or preschool. “Schools, nursery or preschool” means a school or
facility providing general daytime care and/or instruction for children six years of age or younger which
conducts no instructional programs certified by the state department of education as meeting the minimum
educational requirements for compulsory-age children.
Subd. 145146. Schools, trade or business. “Schools, trade or business” means a school operated for
profit, which teaches business, professional, or technical trades or skills, or a school not otherwise included
within the provisions of this UDC.
Subd. 146147. Self-storage facilities. “Self-storage facilities” means a building or group of
buildings having compartments, rooms, spaces, containers, or other types of units that are individually
leased, rented, sold or otherwise contracted for by customers for the storage of personal or business goods
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or property, and where the facility owner/operator has limited access to such privately-rented units. For the
purposes of this UDC, the term self-storage facilities shall be considered synonymous with the term mini-
storage.
Subd. 147148. Senior housing. “Senior housing” means a multiple dwelling building or group of
buildings in which each dwelling is occupied by at least one person age 55 or older. This does not include
institutions such as specialized care facilities.
Subd. 148149. Setback. “Setback” means the minimum required horizontal distance between a
structure and a lot line, as measured perpendicular to the lot line. Setback standards provide open areas
around structures for visibility and traffic safety, access to and around structures, access to natural light,
ventilation and direct sunlight, separation between potentially conflicting activities, and space for privacy,
landscaping, and recreation.
Figure 4: Illustration showing typical setbacks
for a one-family dwelling
Subd. 149150. Setback, front. “Setback, front”
means the minimum required horizontal distance between a structure and the front lot line (see figure 4).
Subd. 150151. Setback, rear. “Setback, rear” means the minimum required horizontal distance
between a structure and the rear lot line (see figure 4).
Subd. 151152. Setback, side. “Setback, side” means the minimum required horizontal distance
between a structure and the side lot line (see figure 4).
Subd. 152153. Setback, corner side. “Setback, corner side” means the minimum required horizontal
distance between a structure and the corner side lot line (see figure 4).
Subd. 153154. Shed. “Shed” means a detached accessory building that is used primarily for the
storage of goods, not vehicles.
Subd. 154155. Sign face. “Sign face” means the surface of the sign upon, against, or through which
the message of the sign is exhibited.
Subd. 155156. Sign structure. “Sign structure” means any structure including the supports, uprights,
bracing and framework which supports or is capable of supporting any sign.
Subd. 156157. Sign. “Sign” means any letter, word or symbol, poster, picture, statuary, reading
matter or representation in the nature of an advertisement, announcement, message or visual
communication, whether painted, posted, printed, affixed, or constructed, including all associated brackets,
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(y) Shimmering sign. “Shimmering sign” means a sign which reflects an oscillating sometimes
distorted visual image.
(z) Small sign. “Small sign” means a single sign six square feet or less in size.
(aa) Temporary sign. “Temporary sign” means a sign which is erected or displayed, or both, for a
limited period of time.
(bb) Vehicle sign. “Vehicle sign” means any sign exceeding 10 square feet in sign area that is
mounted, painted, placed, affixed or attached to a trailer, watercraft, truck, automobile or other
form of motor vehicle that is parked so that the sign is discernable from a public street or right-
of-way as a means of communication. The vehicle upon which the sign is affixed must function
primarily as a means to display the sign rather than as a transportation device, as determined
by consideration of any combination of the following factors:
(1) The absence of a current, lawful license plate affixed to the vehicle on which the sign is
displayed;
(2) The vehicle on which the sign is displayed is inoperable;
(3) The vehicle on which the sign is displayed is not parked in a lawful or authorized location
or is on blocks or other supports or is parked in a manner that is not in conformity with
the identified parking space on the lot;
(4) The vehicle displaying the sign remains parked on the premises after normal business
hours when customers and employees are not normally present on the premises; or
(5) The vehicle remains parked in the same vicinity on the property in a location which
maximizes its visibility from the public street or right-of-way on a regular basis.
(cc) Wall sign. “Wall sign” means any building sign attached parallel to, but within two feet of a
wall, painted on the wall surface of, or erected and confined within the limits of an outside wall
of any building or structure, which is supported by such wall or building, and which displays
only one sign surface. A wall sign is also a sign installed on the face of a canopy or marquee,
but not extending beyond the face.
Subd. 157158. Small wireless facility. “Small wireless facility” has the meaning given in
Minnesota Statutes, section 237.162, subdivision 11.
Subd. 158159. Special flood hazard area. “Special flood hazard area” means a term used for flood
insurance purposes synonymous with “One hundred year floodplain.”
Subd. 159160. Specialized care facilities. “Specialized care facilities” means any facility where the
primary function is the provision, on a continuing basis, of nursing services and health-related services for
treatment and in-patient care, such as nursing homes, assisted living facilities, memory care facilities,
housing with services establishments, and hospices. This does not include senior housing or the residence
of any individual who cares for another family member.
Subd. 160161. Start of construction. “Start of construction” means in relation to the floodplain
overlay district, start of construction includes substantial improvement, and means the actual start of
construction, repair, reconstruction, rehabilitation, addition, placement, or other improvement that occurred
before the permit’s expiration date. The actual start is either the first placement of permanent construction
of a structure on a site, such as the pouring of slab or footings, the installation of piles, the construction of
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columns, or any work beyond the stage of excavation; or the placement of a manufactured home on a
foundation. Permanent construction does not include: land preparation, such as clearing, grading and filling;
nor does it include the installation of streets and/or walkways; nor does it include excavation for a basement,
footings, piers, foundations, or the erection of temporary forms; nor does it include the installation on the
property of accessory buildings, such as garages or sheds not occupied as dwelling units or not part of the
main building. For a substantial improvement, the actual start of construction means the first alteration of
any wall, ceiling, floor, or other structural part of a building, whether or not that alteration affects the
external dimensions of the building.
Subd. 161162. Stealth. “Stealth” means any telecommunications facility which is designed to blend
into the surrounding environment. Examples of stealth facilities include architecturally screened roof-
mounted antennas, antennas integrated into architectural elements, and telecommunications towers
designed to look other than a tower such as light poles, power poles, and trees.
Subd. 162163. Street. “Street” means a public right-of-way greater than 30 feet in width platted or
dedicated for the purpose of accommodating vehicular traffic or providing principal access to abutting
property. An alley is not a street.
Subd. 163164. Structure. “Structure” means anything constructed or erected on or connected to the
ground, whether temporary or permanent in character.
Subd. 164165. Subdivision. “Subdivision” means as a verb, the term means the process of
separating a parcel of land for the purpose of building or conveyance including the division of previously
subdivided property. As a noun, the term means the product resulting from the separation of a parcel into
two or more parcels. The term also includes the activity regulated by Minnesota Statutes, chapters 515,
515A, and 515B.
Subd. 165166. Substantial damage. “Substantial damage” means in relation to the floodplain
overlay district damage of any origin sustained by a structure where the cost of restoring the structure to
it’s before-damaged condition would equal or exceed 50 percent of the market value of the structure before
the damage occurred.
Subd. 166167. Substantial improvement. “Substantial improvement” means in relation to the
floodplain overlay district within any consecutive 365-day period, any reconstruction, rehabilitation
(including normal maintenance and repair), repair after damage, addition, or other improvement of a
structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the
“start of construction” of the improvement. This term includes structures that have incurred “substantial
damage,” regardless of the actual repair work performed. The term does not, however, include either:
(a) Any project for improvement of a structure to correct existing violations of state or local health,
sanitary, or safety code specifications which have been identified by the local code enforcement
official and which are the minimum necessary to assure safe living conditions.
(b) Any alteration of a “historic structure,” provided that the alteration will not preclude the
structure’s continued designation as a “historic structure.” For the purpose of this subsection,
“historic structure” is as defined in 44 Code of Federal Regulations, Part 59.1.
Subd. 167168. Survey, certified. “Survey, certified” means a scaled drawing prepared by a
registered land surveyor of a property indicating the location and dimensions of property lines, and if
appropriate the location and dimensions of existing and proposed buildings. A survey typically depicts a
parcel’s legal description and may also show additional information such as topographic data and the
location of recorded easements.
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Subd. 168169. Telecommunications facilities. “Telecommunications facilities” means any cables,
wires, lines, wave guides, antennas and any other equipment or facilities associated with the transmission
or reception of communications which a person seeks to locate or has installed upon or near a tower or
antenna support structure. However, the term “telecommunications facilities” shall not include any satellite
earth station antenna one meter or less in diameter, or any satellite earth station antenna two meters in
diameter or less which is located in an area zoned industrial or commercial. This term does not include
wireless facilities, which are separately defined under this UDC.
Subd. 169170. Telecommunications tower or tower. “Telecommunications tower or tower” means
a self-supporting lattice, guyed, or monopole structure constructed from grade whose principal use is to
support telecommunications facilities. The term tower shall not include amateur radio operations equipment
licensed by the Federal Communications Commission (FCC). This term does not include wireless facilities
or wireless support structures, which are separately defined under this UDC.
Subd. 170171. Theater, indoor. “Theater, indoor” means a building or part of a building devoted to
showing motion pictures, or for dramatic, dance, musical, or other live performances.
Subd. 171172. Useable open space. “Useable open space” means a required ground area or terrace
area on a lot which is graded, developed, landscaped, and equipped and intended and maintained for either
active or passive recreation or both, which is available and accessible to and useable by all persons
occupying a dwelling or rooming unit on the lot and their guests. Such areas shall be grassed and landscaped
or covered only for recreational purpose. Roofs, driveways and parking areas shall not constitute useable
open space.
Subd. 172.173 Use, accessory. “Use, accessory” means a use which:
(a) Is subordinate to and serves a principal building or principal use;
(b) Is subordinate in area, extent, and purpose to the principal structure or principal use as served;
and
(c) Is located on the same lot as the principal structure or principal use served and except as
otherwise expressly authorized by the provisions of this UDC.
Subd. 173174. Use, conditional. “Use, conditional” means a use that would not be appropriate
generally or without restriction throughout the zoning district but which, if controlled as to number, area,
location, or relation to the neighborhood, would not be detrimental to public health, safety, or general
welfare.
Subd. 174175. Use, permitted. “Use, permitted” means a use which may be lawfully established in
a particular district or districts, provided it conforms with all requirements, including development
standards, of such districts.
Subd. 175176. Use, principal. “Use, principal” means the main use of land or buildings as
distinguished from subordinate or accessory uses. A principal use may be permitted or conditional.
Subd. 176177. Use, temporary. “Use, temporary” means a use that may be permitted for a specified
period of time.
Subd. 177178. Variance. “Variance” means an approval issued by the city council waiving the
application of one or more provisions of this UDC with respect to a particular property in instances where
the applicant demonstrates that there are practical difficulties in strictly complying with the requirements
of this UDC because of circumstances unique to the property that were not caused by the applicant.
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Subd. 178179. Vehicle, boat or recreational sales and rental. “Vehicle, boat or recreational sales
and rental” means facilities where new or used vehicles, boats, or recreational vehicles, in operational
condition, are sold, leased, or rented to customers.
Subd. 179180. Vehicle fuel stations. “Vehicle fuel stations” means a facility for the retail sale of
unleaded or diesel gasoline. A vehicle fuel station may include a convenience store or general repair and
maintenance of vehicles, such as muffler repair, oil change and lubrication, or tire service and sales.
Subd. 180181. Vehicle impound lot. “Vehicle impound lot” means a parcel of land used for the
outdoor storage of impounded vehicles, including impounded recreational vehicles. Commercial truck
storage or parking, as defined in this UDC, is not a vehicle impound lot.
Subd. 181182. Vehicle repair. “Vehicle repair” means the general repair and maintenance of
vehicles such as oil changes, muffler repair, tire service and sales, or more substantial work such as body
and fender work, upholstering, and replacement of parts.
Sub. 182183. Volume management. “Volume management” means the retention and abstraction of
a certain volume of stormwater runoff onsite through techniques such as infiltration, evapotranspiration,
and capture and reuse.
Subd. 183184. Wetlands. “Wetlands” means lands transitional between terrestrial and aquatic
systems where the water table is usually at or near the surface or the land is covered by shallow water. For
purposes of this definition, wetlands shall have the following attributes:
(a) A predominance of hydric soils;
(b) Are inundated or saturated by surface or ground water at a frequency and duration sufficient to
support a prevalence of hydrophytic vegetation typically adapted for life in saturated soil
conditions; and
(c) Under normal circumstances, support a prevalence of such vegetation.
Subd. 184185. Wireless facilities. “Wireless facility” has the meaning given in Minnesota Statutes,
section 237.162, subdivision 13.
Subd. 185186. Wireless support structures. “Wireless Support Structure” has the meaning given
in Minnesota Statutes, section 237.162, subdivision 16.
Subd. 186187. Workshop. “Workshop” means an accessory residential use for the creation of
individually crafted artwork, jewelry, furniture, sculpture, pottery, leathercraft, hand-woven articles, and
related items. A workshop may be either an accessory use within the principal building or may be an
accessory building on the property.
Subd. 187188. Yard. “Yard” means the horizontal distance between the principal structure and a
lot line, as measured perpendicular to the lot line. Eaves are not to be considered part of the principal
structure for the purpose of determining the location or extent of a yard.
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Figure 5: Illustration showing yard locations
Subd. 188189. Yard, front. “Yard, front” means the horizontal distance between the principal
structure and the front lot line, extending across the full width of the lot (see figure 5).
Subd. 189190. Yard, rear. “Yard, rear” means the horizontal distance between the principal
structure and the rear lot line, extending across the full width of the lot (see figure 5).
Subd. 190191. Yard, side. “Yard, side” means the horizontal distance between the principal
structure and the side lot line, extending from the front yard to the rear yard (see figure 5).
Subd. 191192. Yard, corner side. “Yard, corner side” means the horizontal distance between the
principal structure and the corner side lot line, extending from the front yard to the rear yard (see figure 5).
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(3) It is consistent with the use and character of surrounding properties; and
(4) It provides safe conditions for pedestrians or motorists and prevents the dangerous
arrangement of pedestrian and vehicular ways.
(d) Amendments to approved site plans approved through a Type 2 procedure.
(1) After a site plan has been approved through a Type 2 procedure, the applicant may request
approval of adjustments or rearrangements of buildings in the course of carrying out the
plan. If the amendment involves changes to 10 percent or less of the original floor area, not
to exceed 500 square feet, the zoning administrator may approve the amendment after a
Type 1 review procedure. Such amendment shall be in full compliance with the
requirements of this UDC. If the amendment involves changes greater than 10 percent of
the original floor area or exceeds 500 square feet, the amendment will be subject to a Type
2 review procedure.
(2) The zoning administrator may also review and approve adjustments or rearrangements of
items other than buildings, such as drives, parking areas, recreation areas, entrances,
heights, yards, signage, landscaping, exterior lighting, surface water management plans, or
similar modifications subject to a Type 1 review procedure. Such amendment shall be in
full compliance with the requirements of this UDC.
(e) Effect of city council decision of site plans approved through a Type 2 procedure.
(1) Site plan approval shall expire one year from the date of approval unless the applicant has
applied for and received a building permit.
(2) The applicant may request an extension of the expiration date in writing to the zoning
administrator. The city council may approve one extension of not more than one year. Such
written request shall include the following:
(i) An explanation of what, if any, good faith efforts have been made to complete the site
plan process; and
(ii) The anticipated completion date.
(3) If required as a condition of approval of the site plan, the applicant shall sign a site
improvement agreement with the city prior to the expiration date to guarantee completion
of landscaping, stormwater management improvements, paved parking or pedestrian
access areas, or similar improvements. A cash escrow deposit, or other form of security
acceptable to the city, shall be submitted with the signed agreement before site
improvements commence to secure the completion of the improvements. Upon completion
of the work and acceptance by the city, the escrow deposit shall be released, except that
the city may retain some of the deposit to ensure that the landscaping is succeeding one
year after completion of the improvements. This may be extended by the zoning
administrator to two years for native vegetation and for plantings in stormwater infiltration
basins. In cases where various elements of the work are completed in stages, a request for
partial release of the escrow may be approved by the zoning administrator. In the event
construction of the project is not completed within the time prescribed by building permits
or other approvals, the city may, at its option, complete the work using the escrow.
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a conditional use permit amendment, unless specifically required as a condition of the conditional use
permit approval.
Subd. 7. Effect of city council decision.
(a) A conditional use permit shall authorize a particular conditional use on a specific parcel for
which it was approved. A change of use from one permitted conditional use to another shall
require a new application and approval pursuant to this section.
(b) If a site plan was approved as part of the conditional use permit, the permit shall expire one
year from the date of approval unless the applicant has applied for and received a building
permit. The applicant may request an extension of the expiration date in writing to the zoning
administrator. The city council may approve one extension of not more than one year. Such
written request shall include the following:
(1) An explanation of what, if any, good faith efforts have been made to complete the site plan
process; and
(2) The anticipated completion date.
(c) An approved conditional use may continue in operation, regardless of ownership or ownership
changes, provided the use meets all the standards and conditions of approval.
(d) If required as a conditional of approval of the site plan for the conditional use permit, the
applicant shall sign a site improvement agreement with the city prior to the expiration date to
secure the completion of landscaping, stormwater management improvements, paved parking
or pedestrian access areas, or similar improvements. A cash escrow deposit, or other form of
security acceptable to the city, shall be submitted with the signed agreement before site
improvements commence. Upon completion of the work and acceptance by the city, the escrow
deposit shall be released except that the city may retain some of the deposit to ensure that the
landscaping is succeeding one year after completion of the improvements. This may be
extended by the zoning administrator to two years for native vegetation and for plantings in
stormwater infiltration basins. In cases where various elements of the work are completed in
stages, a request for partial release of the escrow may be approved by the zoning administrator.
In the event construction of the project is not completed within the time prescribed by building
permits or other approvals, the city may, at its option, complete the work using the escrow.
510.21. Adjacent parcel land conveyance.
Subd. 1. Purpose. The purpose of the procedure is to allow for the adjustment of lot lines which are
the result of a conveyance of small, non-buildable areas of land from one lot to an adjacent lot without
creating any new nonconformities and where such minor changes do not call for the submission and
approval of a subdivision plat. Any such adjustments which are approved pursuant to this subsection shall
be exempt from both the lot consolidation provisions of the Crystal city code, subsection 510.23 and the
provisions applicable to subdivisions in the Crystal city code, subsection 510.25.
Subd. 2. Applicability. An adjacent parcel land conveyance occurs when a portion of a lot is
conveyed to an adjacent lot resulting in an adjustment to the lot line.
Subd. 3. Approval procedure. An adjacent parcel land conveyance shall be subject to the Type 1
review procedure.
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Subd. 4. Approval criteria. All of the following criteria shall be considered and met in the review
of adjacent parcel land conveyance:
(a) The land conveyance will not create any new nonconformities beyond those that existed prior
to the application and which will not be corrected by the adjustment;
(b) The land conveyance is in compliance with the requirements of this UDC; and
(c) The parcel being conveyed shall not be a buildable parcel according to the dimensional
requirements of the zoning district in which the parcel is located.
(d) The applicant is not required to comply with the park dedication requirements as provided for
in the Crystal city code, subsection 525.05 for a subdivision.
Subd 5. Deed consolidation. Upon approval of any adjacent parcel land conveyance pursuant to
the terms of this section, the applicant shall record with the County Recorder or Registrar of Titles an
updated deed which combines the legal descriptions for the original lot and that part of the adjacent parcel
which has been conveyed to the applicant pursuant to this section. The applicant shall provide the city with
evidence of the recording of such instrument within 30 days one year of approval of such application
hereunder, or the zoning administrator’s approval of the adjacent parcel land conveyance shall be
automatically revoked .
510.23. Lot consolidation.
Subd. 1. Applicability. A lot consolidation shall meet the following requirements. If these
requirements are not met, the property owner will be required to apply for a subdivision application as
provided in the Crystal city code, subsection 510.25.
(a) All parcels resulting from the lot consolidation shall have frontage and access on an existing
improved street and shall not require the construction of any new street.
(b) Any such consolidation shall not require any public improvements, with the exception of
sidewalks, bike paths or trails, and does not include conveyance of an interest in real property
to the city.
Subd. 2. Approval procedure.
(a) Lot consolidations shall be submitted in writing to the zoning administrator and shall be subject
to the Type 3 review procedure. The city council will consider approval of a final plat as part
of that review procedure.
(b) In addition to the review procedure set forth above, all lot consolidation applications shall be
submitted to the state and county highway departments (if adjacent to a state or county
highway) prior to submission of an application. A comment letter from these entities shall be
required as part of the application.
Subd. 3. Approval criteria. All of the following criteria shall be considered in the review of lot
consolidations:
(a) The consolidation must be in general compliance with the comprehensive plan;
(b) The consolidation must meet the purpose and intent of this UDC;
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improve water quality, reduce soil erosion, protect aquatic and riparian habitat, provide
recreational opportunities, provide aesthetic benefits and enhance community and economic
development.
Subd. 3. General provisions. This subsection adopts the floodplain maps applicable to the City and
includes three floodplain districts: Floodway, Flood Fringe, and General Floodplain (collectively, “Flood
Districts”).
(a) Delineated by map. Where Floodway and Flood Fringe districts are delineated on the
floodplain maps, the standards as provided in the Crystal city code, subsection 515.13 shall
apply, depending on the location of a property.
(b) Not delineated by map. Locations where Floodway and Flood Fringe districts are not
delineated on the floodplain maps are considered to fall within the General Floodplain district.
Within the General Floodplain district, the Floodway District standards shall apply unless the
floodway boundary is determined. Once the floodway boundary is determined, the Flood
Fringe District standards may apply outside the floodway.
(c) Lands to which this subsection applies. This Floodplain Overlay subsection applies to all lands
within the jurisdiction of the City shown on the city’s zoning map and/or the attachments to
the map as being located within the boundaries of the Flood Districts. Additionally, this
Floodplain overlay subsection shall also apply to all lands which are shown on the Bassett
Creek Watershed Management Organization’s Trunk System Map.
(d) Overlay districts. The Floodway, Flood Fringe, and General Floodplain Districts are overlay
districts that are superimposed on all existing zoning districts. The standards imposed in the
overlay districts are in addition to any other requirements in this subsection. In case of a
conflict, the more restrictive standards will apply.
(e) Incorporation of maps by reference. The following maps together with all attached material are
hereby adopted by reference and declared to be a part of the zoning map of Crystal, Minnesota
and this subsection. The attached material includes the Flood Insurance Study for Hennepin
County, Minnesota, and Incorporated Areas, dated November 4, 2016 and the Flood Insurance
Rate Map panels enumerated below, dated November 4, 2016, all prepared by the Federal
Emergency Management Agency. These materials are on file at Crystal city hall. The Effective
Flood Insurance Rate Map panels are as follows:
27053C0192F
27053C0194F
27053C0203F
27053C0204F
27053C0211F
27053C0212F
27053C0213F
27053C0214F
(f) Regulatory flood protection elevation. The regulatory flood protection elevation (RFPE) is an
elevation not lower less than one two foot above the elevation of the regional flood plus any
increases in flood elevation caused by encroachments on the floodplain that result from
designation of a floodway.
(g) Interpretation. The boundaries of the Flood Districts are determined by scaling distances on the
Flood Insurance Rate Map.
(1) Where a conflict exists between the floodplain limits illustrated on the city’s zoning map
and actual field conditions, the flood elevations shall be the governing factor. The zoning
administrator must interpret the boundary location based on the ground elevations that
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(c) Building design. All new buildings within the TC-PD district shall adhere to the TC district
site development standards for building placement, height and facades in the Crystal city code,
subsection 515.05, subdivision 5.
(d) Parking. The development shall provide parking according to the requirements in the Crystal
city code, subsection 520.15, subdivision 6. If the applicant desires to alter the number of
required parking spaces through the TC-PD approval process, the following information shall
be submitted:
(1) Number of customers, patients, visitors, residents, or other patrons of the proposed use.
Information shall also be included detailing the expected parking behavior of these
people (i.e., how long a customer may be at the facility);
(2) Number of full-time and part-time employees;
(3) Number and approximate timing of deliveries; and
(4) Such other information as may be requested by the city to determine that sufficient
parking is provided for the proposed use.
(e) Minimum green space. The minimum green space requirement in the TC-PD district is the
same as the TC district.
(f) New street locations. To create better connected streets when redevelopment occurs in the
TC-PD district, new streets shall be constructed in the locations shown in Figure 11. The city
will consider alternate street locations that achieve this intent.
Figure 11: Location of new street connections in the TC-PD district
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Table 3: Permitted Principal Uses
Use Category and Use Type
P = Permitted Use
C = Conditional Use
- = Not Permitted
Base Zoning Districts
Use-Specific
Standards in
Section: R-1 R-2 R-3 C TC I AP Hotel, Motel, Extended
Stay Establishments
- - - P P P - 515.19, subdivision 4
(d)
Kennels, Commercial [2] - - - P - P - 515.19, subdivision 4
(e)
Offices, Professional - C C P P P P 515.19, subdivision 4
(f)
Parking Ramps or
Structures
- - - P P P P 515.19, subdivision 4
(g)
Personal Services [3] - C C P P P 515.19, subdivision 4
(h)
Restaurants or Eating
Establishments [4]
- C C P P P - 515.19, subdivision 4
(i)
Retail Establishments [5] - C C P P P - 515.19, subdivision 4
(j)
Theater, Indoor - - - P P - -
Vehicle Repair - - - C - P - 515.19, subdivision 4
(k)
Vehicle, Boat or
Recreational Sales or
Rental
- - - P - P - 515.19, subdivision 4
(l)
Vehicle Fuel Sales - - - P - - - 515.19, subdivision 4
(m)
Vehicle Wash or Detailing - - - PC - PC - 515.19, subdivision 4
(n)
Industrial, Manufacturing, Research and Wholesale Use Category
Building Materials Sales - - - - - P -
Bulk Storage of Liquids - - - P - P P 515.19, subdivision 5
(a)
Industrial Uses (Indoors) - - - - - P -
Industrial Or Commercial
Uses with Outdoor Storage
of Parts, Products, or Fuels
- - - - - P - 515.19, subdivision 5
(b)
Self Storage Facilities - - - - - P -
Warehouse - - - - - P P
Vehicle Impound Lot - - - - - C - 515.19, subdivision 5
(c)
Public Facilities, Telecommunication and Utilities Use Category
Essential Services P P P P P P P
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(ii) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and
56th Avenue North;
(iii) West Broadway between Corvallis Avenue and 56th Avenue North; or
(iv) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th
Avenue North; or
(v) 36th Avenue North between Highway 100 and a point 357 feet west of the centerline
of Regent Avenue North;
(2) Sufficient vehicular stacking space is provided on-site to minimize the blocking of traffic
in the public right-of-way; and
(3) If the property is adjacent to one or two residential family dwellings, the vehicle fuel sales
businesses shall be closed between the hours of midnight and 5 a.m.
(n) Vehicle wash or detailing. Vehicle wash or detailing establishments are subject to the following
standards:
(1) The property abuts at least one of the following street segments:
(i) Douglas Drive between 27th Avenue North and a point 660 feet north of 27th
Avenue North;
(ii) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and
56th Avenue North;
(iii) West Broadway between Corvallis Avenue and 56th Avenue North;
(iv) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th
Avenue North; or
(v) 36th Avenue North between Highway 100 and a point 357 feet west of the centerline
of Regent Avenue North; and
(2) Sufficient vehicular stacking space is provided on-site to minimize the blocking of traffic
in the public right-of-way.
(3) A vehicle wash or detailing establishment shall comply with the use-specific standards for
drive-through facilities in the Crystal city code, subsection 515.23, Subd. 2 (b).
Subd. 5. Industrial, manufacturing, research and wholesale use category.
(a) Bulk storage of liquids. If the storage is within 300 feet of properties used for residential
purposes, such storage shall not exceed 25,000 gallons.
(b) Industrial or commercial uses with outdoor storage of parts, products, or fuels. Industrial uses
with outdoor storage of parts, products or fuels are subject to the following standards:
(1) The storage or parking area is hard surfaced, clearly designated on the site as being limited
to the specific, approved area, and meets the relevant requirements as provided in the
Crystal city code, subsection 520.15 for hard surface design;
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Table 4: Permitted Accessory Uses and Structures
Use Category and Use Type
P = Permitted Use
C = Conditional Use
- = Not Permitted
Base Zoning
Districts
Zoning
Certificate
Required
Use-Specific Standards
in Subsection: R-1 R-2 R-3 C TC IAP
Accessory Uses
Assembly or gathering space - - - P P P - No 515.23, subdivision 2 (a)
Day Care Facilities, In home P P P - P - - No
Drive-through facilities - - - C - - - Not Applicable 515.23, subdivision 2 (b)
Home Businesses P P P - P - - No 515.23, subdivision 2 (c)
Keeping of Chickens P P - - - - - No 910
Kennels, Commercial P - - - - - - No 515.23, subdivision 2 (d)
Kennels, Multiple Animal P P P - - - - No 515.23, subdivision 2 (e)
Accessory Structures
Accessibility ramps P P P P P P P No 515.23, subdivision 3 (a)
Accessory dwelling units P P - - - - - Yes 515.23, subdivision 3(b)
Amateur radio towers P P P - - - P No 515.23, subdivision 3(c)
Balconies - P P - P - - No 515.23, subdivision 3 (d)
Carports P P - - - - - No 515.23, subdivision 3(h)
Clothesline poles P P - - - - - No 515.23, subdivision 3(e)
Commercial storage buildings - - - C - P P See Note [1] 515.23, subdivision 3(f)
Fences and walls P P P P P
[2] P P No 520.09
Flagpoles P P P P P P P No
Fuel pumps, private use - - - P - P P No 515.23, subdivision 3 (g)
Garages, attached or detached P P P P - P P No 515.23, subdivision 3(h)
Gazebos P P P - - - - No 515.23, subdivision 3(i)
Mechanical equipment P P P P P P P 520.13
Noncommercial greenhouses P P - - - - - No 515.23, subdivision 3(j)
Off-street parking and loading
[3] P P P P P P P Yes 520.15
Patios, decks, and porches P P P P P - - No 515.23, subdivision 3 (k)
Sheds P P P P - P P No 515.23, subdivision 3(l)
Sidewalks P P P P P P P No 515.23, subdivision 3(m)
Signs, Permanent P P P P P P P Not Applicable 530
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(2) The sales area does not exceed 40% of the gross floor area of the principal use excluding
basement storage areas, 20% of the area of the property, or 6,000 square feet, whichever is
less;
(b) Vehicle fuel sales. The sales and display of merchandise is limited to the walkway adjacent to
the building, but a minimum of five feet of the walkway shall be clear of merchandise to allow
for safe pedestrian movement;
(c) Tent or sidewalk sales on private property. Tent or sidewalk sales on private property are
subject to the following standards:
(1) A minimum of five feet of the sidewalk shall be clear of merchandise to allow for safe
pedestrian movement;
(2) The property shall contain an area that will support the proposed temporary sale of products
without encroaching into or creating a negative impact on existing vegetated areas, open
space, landscaping, or traffic movements. Tents shall not be located in the public right-of-
way;
(3) The applicant shall demonstrate that adequate off-street parking is provided for patrons. If
applicable, consideration shall be given to the parking needs of other occupants on the same
property; and
(4) Hours of operation for the sale are limited to between 8 a.m. and 9 p.m., and merchandise
shall only be displayed during that time with each sale lasting no more than seven
consecutive days. Each site is limited to no more than three sales events per calendar year;
and
(5) Tents shall be maintained in good repair. Any tent that is potentially dangerous or in
disrepair shall be removed or repaired.
(d) Seasonal agricultural sales. Seasonal agricultural sales are subject to the following standards:
(1) Location.
(i) The property contains an area that will support the proposed temporary sale of products
without encroaching into or creating a negative impact on existing vegetated areas,
open space, landscaping, or traffic movements;
(ii) The applicant shall demonstrate that adequate off-street parking is provided for the
duration of the sale. If applicable, consideration shall be given to the parking needs of
other occupants on the same property; and
(iii)The sale of goods shall not occur within the public right-of-way.
(2) Hours of operation. The hours of operation of the seasonal sale of agricultural products
shall be between the hours of 7:30 a.m. and 9:00 p.m., or the same hours of operation as
the principal use on the same lot, whichever is more restrictive.
Subd. 6. Portable storage containers. Portable storage containers are subject to the following
standards:
(a) If the container is located in the public right-of-way, the container shall comply with the
requirements of the Crystal city code, chapter VIII; and
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Figure 14: Illustration of typical setback locations for a one-family dwelling
(a) Front setbacks. A front setback shall be measured at right angles from the nearest point on the
public right-of-way at the front of the parcel to the nearest point of the wall of the structure,
except as provided for in this subsection.
(b) Side setbacks. The side setback shall be measured at right angles from the nearest point on the
side property line of the parcel to the nearest point of the wall of the structure, establishing a
setback line parallel to the side property line, which extends between the front and rear setbacks
(see Figure 14).
(c) Rear setbacks. The rear setback shall be measured at right angles from the nearest point on the
rear property line to the nearest part of the structure, establishing a setback line parallel to the
rear property line (see Figure 14).
(d) Corner lots. The corner side setback shall be measured from the nearest point of the wall of the
structure to the nearest point of the wall of the structure. (see Figure 14)
Subd. 5. Height requirements and exceptions.
(a) Standards. Each structure shall comply with the height requirements of the applicable zoning
district, except:
(1) As allowed in Table 6 when a building feature encroaches into a required height; and
(2) The height of telecommunications facilities, including antennas, poles, towers, and
necessary mechanical appurtenances, shall comply with the Crystal city code, subsection
515.19.
(b) Measurement of building height. The maximum allowable building height shall be measured
in feet as the vertical distance from the natural average grade around the perimeter of a structure
to of the site to an imaginary plane as the maximum allowed number of feet above and parallel
to the grade (see Figure 15):.
(1) The deck line of a mansard roof; or
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(2) The highest point of a flat roof; or
(3) The mean height between the eaves and highest point on gable, hip or gambrel roof.
The location of natural average grade shall be determined by the zoning administrator and shall
not be artificially raised to gain additional building height.
Replace this graphic with the one below it:
Figure 15: Illustration of height measurement
(c) FAA requirements. Height requirements shall meet the requirements of the Federal Aviation
Administration (FAA).
(1) Notice to the Federal Aviation Administration using FAA form 7460-1 is required prior to
the following:
(i) Any construction or alteration of more than 200 feet in height; and
(ii) Any construction or alteration of greater height than the imaginary surface extending
outward and upward at a slope of 100 to 1 for a horizontal distance of 20,000 feet
from the nearest point of the nearest runway of the Crystal Airport.
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Table 8: Zoning District Site Development Standards for Accessory Structures
Accessory Structure
Type R1 R2 R3 Commercial TC Industrial AP
NOTES:
[1] The tower shall be located only in the rear yard, and set back at least 15 feet from any property line. However, necessary guy
wires, anchors, and wires of less than 1/4 inch may be set back at least 3 feet from any rear or interior side property line.
[2] On interior lots abutting directly on Twin Lake, a detached accessory garage, carport, shed, accessory dwelling unit, or
workshop may be erected within the front setback area provided it does not encroach into the required front, side or corner
side setback.
[3] If the garageGarages, carports, accessory dwelling units, or workshops in the side or rear yard may be located as close as 3
feet to the property line provided that no part of the building, including eaves and foundation, is within the 3 foot area and
does not encroach into a platted or dedicated easement. does not have an eave or overhang on the side or rear of the
structure, the structure may be located to a distance of 3 feet from the side or rear property line, but the structure shall not
encroach into a platted or dedicated easement.
[4] If the vehicle entrance for a detached garage or carport faces a street or alley, the garage or carport shall be at least 20 feet
from the corner side or rear property line.
[5] For building-mounted solar energy systems, the collector surface and mounting devices shall not extend beyond the required
setbacks on which the building is mounted. For freestanding solar energy systems, the system may not extend into the
following setbacks when oriented at minimum design tilt:
Front: 30 feet, but cannot be located closer to the street than the principal building; Side: 5 feet; Rear: 5 feet; Corner side: 10
feet.
[6] For the purposes of this maximum height requirement, detached accessory buildings are defined as carports, detached
garages, gazebos, noncommercial greenhouses, sheds and workshops.
Some of these structures may not be allowed in every zoning district.
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Figure 18: Fence location on corner residential lot (principal building facing longer side)
(3) Fences in non-residential districts. Fences in non-residential districts, including the TC-
PD district, shall comply with the following:
(i) For interior lots, fences shall not be taller than 4.5 feet in the front yard and 8.5 feet in
the side or rear yard; and
(ii) For corner lots, fence height is determined in the same manner as for corner residential
lots (see Figures 17 and 18), except that the maximum height shall be 8.5 feet where a
6.5 feet fence is allowed.
(iii) Fence height in front or corner side yards may exceed 4.5 feet in height up to a
maximum of 8.5 feet if the fence is used as screening as allowed in the Crystal city
code, subsection 520.13.
(b) Locational requirements.
(1) Fences may be located within a drainage and utility easement in side and rear yards. Where
such fences are installed, the city will not be responsible for repairing or replacing the fence
if work is done in the easement.
(2) Fences shall comply with the site distance triangle requirements as provided in the Crystal
city code, chapter VIII.
(3) All fences, including footings, shall be located entirely upon the property where the fence
is located. It is the property owner’s responsibility to locate property lines prior to installing
a fence.
(c) Design and maintenance requirements.
(1) Barbed wire, razor wire, concertina, dannert, and above-ground electrical fences are
prohibited. In the TC-PD district chain-link fences are also prohibited.
(2) Fences taller than four feet shall either have underground posts in the ground at least ½ of
the height of the fence or underground posts at least 18 inches in depth that are completely
encased in concrete.
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side of the storage area shall be furnished with swinging doors. Whenever feasible, the
enclosure shall be located in the side or rear yard, away from residential areas;
(b) Ground-mounted mechanical equipment. Ground-mounted mechanical equipment shall The
zoning administrator may require that large ground-mounted mechanical equipment and utility
meters that are not located on and screened by the building or structure, be screened from view
of adjacent properties or public rights-of-way. This screening shall meet the following
requirements: Equipment for one and two-family dwellings is exempted from this requirement;
(1) Location and height requirements
(i) Ground-mounted equipment shall not be located between the building and the public
right-of-way.
(ii) Screening shall be as high as the highest point of the equipment being screened. If a
screen greater than 8 feet tall is required, the zoning administrator may require that the
equipment be located in the principal building or the most visually inconspicuous area of
the property that does not cause unnecessary negative impacts to residential properties.
(2) Exceptions. The following ground-mounted mechanical equipment shall be exempt from
the screening requirements of this subsection:
(i) Minor equipment not exceeding 18 inches in height.
(ii) Mechanical equipment accessory to a one or two-family dwelling.
(c) Roof-mounted mechanical equipment. Roof-mounted mechanical equipment shall be screened
from view of adjacent properties and public rights-of-way, accomplished through the two
methods in (1) and (2), below. As an alterative to these methods, the city may, at its discretion,
allow rooftop equipment to be screened by painting it to match or approximate the color of the
background against which the equipment is viewed. Solar energy systems are exempt from
screening from this requirements if screening would interfere with system operations.
(1) use Use of building walls, parapets, and/or roof systems (See Figure 24)
Figure 24: Example of how parapet walls are utilized
to screen roof mounted mechanical equipment.
(2) Locate the equipment to a sufficient distance from the roof edge so as to not be visible.
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Subd. 6. Approval of screening. Screening is typically approved at the time of review of a
development review application, but also in those specific instances where screening is required. shall be
approved during review of a zoning certificate, site plan, conditional use permit. In addition to what is
required in this subsection, the zoning administrator or city council may require a specific type of screening
to be used in a specific situation.
Subd. 7. Deviation from standards. Screening which deviates from the standards identified in this
subsection may be approved by the zoning administrator or the city council, dependent on the type of
application required, and based on the unique circumstances of the proposal. In deciding whether or not to
approve the alternative screening plan, the zoning administrator or city council may consider the following:
(a) The items are sufficiently screened by a building or vegetation or the natural features of the
site;
(b) Due to the nature of the surrounding area and the character of the items to be screened,
screening of the items is not necessary; or
(c) The required screening may obstruct views of traffic or reduce natural surveillance of the site.
520.15. Off-street parking and loading.
Subd. 1. Purpose. The purpose of off-street parking requirements is to alleviate or prevent
congestion of the public right-of-way and to promote the safety and general welfare of the public, by
establishing requirements for off-street parking of motor vehicles as a use that is accessory to the utilization
of various parcels of land or structures.
Subd. 2 Applicability.
(a) New uses. The parking requirements of this subsection shall apply to a zoning certificate
application as provided in the Crystal city code, subsection 510.15, or site plan application as
provided in the Crystal city code, subsection 510.17, for the construction of a new building or
use in any zoning district.
(b) Expanded uses.
(1) Whenever a building or use created prior to the effective date of this UDC is changed or
enlarged in floor area, number of units, seating capacity, or otherwise that will create a
need for an increase in the number of parking spaces, the additional parking spaces shall
be provided on the basis of the new demand created by the enlargement or change.
(2) If the proposed expansion or enlargement will increase the floor area, number of dwelling
units, seating capacity, or other area to an extent larger than 50 percent of the building or
use prior to the effective date of this UDC, then the entire site shall come into compliance
with the requirements of this subsection.
(c) Change of use. No change of use shall be authorized unless the new use meets the minimum
number of parking spaces required by this subsection.
(d) Existing uses. The parking requirements of this subsection shall not apply to buildings and uses
legally in existence on the effective date of this UDC unless modified in the manner stated in
this subsection. Furthermore, any parking facilities now serving such existing buildings or uses
shall not be reduced below the requirements established in this subsection in the future.
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Table 11: Parking Spaces by Use
Use Type Minimum Maximum
and Personal
Service
Theaters or
Auditoriums
4 spaces, plus no less than 1 space
per 4 seats based on the
cumulative design capacity of the
assembly room or spaces
4 spaces, plus no more than 1
space per 2 seats based on the
cumulative design capacity of the
assembly room or spaces
Vehicle Repair 4 spaces, plus no less than 1 space
per 500 square of gross floor area,
excluding service bays. Service
bays cannot be counted as
parking spaces.
Not applicable
Vehicle, Boat, or
Recreational
Sales or Rental
4 spaces, plus 1 space per
employee on the major shift. Such
spaces are in addition to the
vehicles parked for display
Not applicable
Vehicle Fuel
Sales
4 spaces, plus 2 spaces per service
or repair stall if applicable, plus
no less than 1 space per 300
square feet of building area used
for the sale of goods or services
4 spaces, plus 2 spaces per
service or repair stall if
applicable, plus no more than 1
space per 150 square feet of
building area used for the sale of
goods or services
Vehicle Wash or
Detailing
1) Drive-through, staffed: 2
spaces, plus 1 space per employee
on the major shift
2) Drive-through, not staffed: 2
spaces
3) Self-service: 2 spaces
Not applicable
Industrial, Manufacturing, Research and Wholesale Use Category
Manufacturing 4 spaces, plus no less than 1 space
per 1,000 square feet of gross
floor area
4 spaces, plus no more than 1
space per 500 square feet of
gross floor area
Warehouses 4 spaces, plus no less than 1 space
per 3,000 square feet of gross
floor area
4 spaces, plus no more than 1
space per 1,000 square feet of
gross floor area
Public, Institutional, or Recreational Use Category
High School,
college,
university, or
trade/business
school
4 spaces, plus no less than 1 space
per classroom, plus no less than 1
space per 2 students based on
design capacity
Not applicable
Hospital Number of spaces as required per
a parking study
Number of spaces as required per
a parking study
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(a)Providing more parking spaces. An applicant may request up to ten percent additional spaces
beyond the maximum allowed in Table 11, but shall be required to provide the information
below. The request shall be reviewed according to a Type 1 review procedure and the decision
of the zoning administrator is appealable according to the requirements in the Crystal city code,
subsection 510.35.
(1)Number of customers, patients, visitors, residents, or other patrons of the proposed use.
Information shall also be included detailing the expected parking behavior of these people
(i.e., how long a customer may be at the facility);
(2)Number of full-time and part-time employees; and
(3)Number and approximate timing of deliveries.
(b)Providing fewer parking spaces. An applicant may request a reduction of up to ten percent of
the minimum required spaces in Table 11, but shall be required to provide the information
required in this paragraph. The request shall be reviewed according to a Type 1 review
procedure and the decision of the zoning administrator is appealable according to the
requirements in the Crystal city code, subsection 510.35.
(1)Number of customers, patients, visitors, residents, or other patrons of the proposed use.
Information shall also be included detailing the expected parking behavior of these people
(i.e., how long a customer may be at the facility).
(2)Number of full-time and part-time employees.
(3)Number and approximate timing of deliveries.
(c)Reducing the number of required enclosed parking spaces. An applicant may request a
reduction of up to ten percent of the required number of enclosed spaces in Table 11 but shall
be required to submit a description of why it is not feasible to construct the required number of
enclosed spaces. The request shall be reviewed according to a Type 1 review procedure and
the decision of the zoning administrator is appealable according to the requirements in the
Crystal city code, subsection 510.35.
(d)Shadow parking. A portion of the required parking spaces may remain landscaped and unpaved
or paved with pervious (i.e., “green”) pavers, provided that the parking and unpaved areas
complies with the following standards and is authorized in accordance with the approval of the
relevant development review application (see Figure 26):
(1)The parking plan submitted with the zoning certificate or site plan review application shall
denote the location and layout of that portion of the parking area that currently is deemed
not required. The plan shall indicate that the “shadow” parking spaces will be constructed
according to these regulations in the event that the zoning administrator determines at any
time that all or any portion of this parking is necessary;
(2)At no time shall any portion of the required parking area that is so designated for future
construction be used for the construction of any structure or paved surface with the
exception that pervious pavers may be used to provide temporary parking provided that the
pavers allow for grass and other vegetation to grow through the material;
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CR225-464-620540.v5
Subd. 4. Storm water management plan. The plan shall contain the information required in this
subdivision, and shall conform to the requirements of the Minnesota Pollution Control Agency’s
Construction Stormwater General Permit (MNR100001) for erosion, sediment and waste controls as it relates
to storm water discharge.
(a)Existing site map. A map of existing site conditions showing the site and immediately adjacent
areas, including:
(1)The street address, property identification number or legal description of the subject
property;
(2)North point, date, scale of drawing, and number of sheets;
(3)Existing topography with a contour interval appropriate to the topography of the land but
in no case having a contour interval greater than two feet;
(4)A delineation of all streams, rivers, public waters and wetlands located on and immediately
adjacent to the site, including depth of water, a description of all vegetation which may be
found in the water, a statement of general water quality and any classification given to the
water body or wetland by the Minnesota Department of Natural Resources, the Minnesota
Pollution Control Agency, and/or the United States Army Corps of Engineers;
(5)Location and dimensions of existing storm water drainage systems and natural drainage
patterns on and immediately adjacent to the site delineating in which direction and at what
rate storm water is conveyed from the site, identifying the receiving stream, river, public
water, or wetland, and setting forth those areas of the unaltered site where storm water
collects;
(6)A description of the soils of the site, including a map indicating soil types of areas to be
disturbed as well as a soil report containing information on the suitability of the soils for
the type of development proposed and for the type of sewage disposal proposed and
describing any remedial steps to be taken by the developer to render the soils suitable;
(7)Vegetative cover and clearly delineating any vegetation proposed for removal; and
(8)100-year floodplains, flood fringes and floodways.
(b)Site construction plan. A site construction plan including:
(1)Locations and dimensions of all proposed land disturbing activities and any phasing of
those activities;
(2)Locations and dimensions of all temporary soil or dirt stockpiles;
(3)Locations of all proposed stormwater management facilities;
(4)Locations and dimensions of all construction site erosion control measures necessary to
meet the requirements of this section;
(5)Schedule of anticipated starting and completion date of each land disbursing activity
including the installation of construction site erosion control measures needed to meet the
requirements of this section; and