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HomeMy WebLinkAbout2023-03-15 Planning Commission Regular Meeting PacketAg enda Planning Commission City Of E dina, Minnesota City H all Council Chambers Wednesday, March 15, 2023 7:00 PM Watch the m eeting on cable TV or at EdinaMN.gov/LiveMeeting s or Facebook.com /EdinaMN. Participate in Public Hearings Call 786-496-5601 E nter Confer ence Pin 7613141# Press *1 on your telephone keypad when you would like to g et in the queue to speak An operator will intr oduce you when it is your turn I.Ca ll To Ord er II.Roll Ca ll III.Approva l Of Meeting Agenda IV.Approva l Of Meeting Min u tes A.Draft Minutes of Regu la r Meetin g Feb ru ary 8, 2023 V.Special Recogn ition s An d Presentation s A.W elcom e New Com m ission Mem b ers- W ill Born stein , Meriw eth er Felt, a n d Rya n Da y e B.An n u al E lection VI.Com m u n ity Com m ent During "Community Comment," the Board/Commission will invite residents to share relevant issues or concerns. Individuals must limit their comments to three minutes. The Chair may limit the number of speakers on the same issue in the interest of time and topic. G enerally speaking, items that are elsewhere on tonight's agenda may not be addressed during Community Comment. Individuals should not expect the Chair or Board/Commission Members to respond to their comments tonight. Instead, the Board/Commission might refer the matter to sta% for consideration at a future meeting. VII.Pu b lic Hea rings A.B-23-01 4502 Golf Terrace, Variance request B.Conditiona l Use Perm it - 6444 Xerxes Avenue for U.S. Internet VIII.Rep orts/Recom m en d ation s A.Sketch Plan for Com m unity Hea lth a n d Sa fety Cen ter a t 4401 76th Street W est IX.Cha ir An d Mem ber Com m ents X.Sta; Com m ents XI.Adjournm en t The City of Edina wants all residents to be comfortable being part of the public process. If you need assistance in the way of hearing ampli=cation, an interpreter, large-print documents or something else, please call 952-927-8861 72 hours in advance of the meeting. Date: Marc h 15, 2023 Agenda Item #: I V.A. To:P lanning C ommission Item Type: F rom:Liz O ls on, Administrative S upport S pecialist Item Activity: Subject:Draft Minutes of R egular Meeting F ebruary 8, 2023 Ac tion C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED: Approve the draft minutes from February 8, 2023. I N TR O D U C TI O N: AT TAC HME N T S: Description Draft Minutes of Regular Meeting February 8, 2023 Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2023 Page 1 of 3 Minutes City Of Edina, Minnesota Planning Commission Edina City Hall Council Chambers February 8, 2023 I. Call To Order Chair Bennett called the meeting to order at 7:01 PM. II. Roll Call Answering the roll call were: Commissioners Miranda, Gandhi, Hu, Padilla, Olson, Smith, and Chair Bennett. Staff Present: Cary Teague, Community Development Director, Bill Neuendorf, Community Development Director and Liz Olson, Administrative Support Specialist. Absent from the roll call: Commissioner Strauss. III. Approval Of Meeting Agenda Commissioner Olson moved to approve the February 8, 2023, agenda. Commissioner Padilla seconded the motion. Motion carried unanimously. IV. Approval Of Meeting Minutes A. Minutes: Planning Commission, January 25, 2023 Commissioner Miranda moved to approve the January 25, 2023, meeting minutes. Commissioner Smith seconded the motion. Motion carried unanimously. V. Community Comment None. VI. Public Hearings A. Subdivision – 4404 Valley View Road Director Teague presented the request of City Homes for a subdivision. Staff recommends approval of the subdivision, as requested subject to the findings and conditions listed in the staff report. Staff answered Commission questions. Appearing for the Applicant Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2023 Page 2 of 3 Ms. Rebecca Remick, City Homes, addressed the Commission. Ms. Remick answered Commission questions. Public Hearing None. Commissioner Padilla moved to close the public hearing. Commissioner Olson seconded the motion. Motion carried unanimously. The Commission discussed the proposal which included greenspace and landscaping with trees as well as maintenance. Motion Commissioner Olson moved that the Planning Commission recommend approval to the City Council of the Subdivision at 4404 Valley View Road as outlined in the staff memo subject to the conditions and findings therein. Commissioner Padilla seconded the motion. Motion carried unanimously. B. Site Plan Review – 5146 Eden Avenue (Former Public Works Site) Director Teague presented the request of Jester Concepts for a site plan review. Staff recommends approval of the site plan, as requested subject to the findings and conditions listed in the staff report. Staff answered Commission questions. Appearing for the Applicant Mr. Brent Frederick, Jester Concepts and Ms. Jordan Brookens, Shea Design, introduced themselves and reviewed the project with the Commission. Mr. Frederick’s and Ms. Brookens answered Commission questions. Public Hearing None. Commissioner Miranda moved to close the public hearing. Commissioner Smith seconded the motion. Motion carried unanimously. The Commission discussed the site plan and offered the following comments: • Would like to see an area in the morning open to offer coffee and other food to morning park visitors Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2023 Page 3 of 3 • Suggested the restaurant provide food service to the neighboring senior building • Encourage adding EV charging stations. • Beneficial to offer things such as blankets or heaters in the winter within the glass buildings to attract visitors • Concern with alcohol overflowing into the park area and how that can be controlled • Noise concern being next to the senior building. • Likes the idea of valet parking • Encourage active space and gathering areas. • Surrounding roadways would support this project • Did not think this met the criteria of the Comprehensive Plan • Great possibility for a community gathering location. • Great place for youth to hang out. • Nice place to bike to and enjoy the outdoors. Motion Commissioner Olson moved that the Planning Commission recommend approval to the City Council of the Site Plan at 5146 Eden Avenue as outlined in the staff memo subject to the conditions and findings therein. Commissioner Padilla seconded the motion. Motion carried 4 ayes, 1 nay (Miranda). VII. Chair and Member Comments It was noted Commissioner Alkire has resigned from his position. Other Commission comments were received. VIII. Staff Comments Received. IX. Adjournment Commissioner Olson moved to adjourn the February 8, 2023, Meeting of the Edina Planning Commission at 8:17 PM. Commissioner Smith seconded the motion. Motion carried unanimously. Date: Marc h 15, 2023 Agenda Item #: V.A. To:P lanning C ommission Item Type: F rom: Item Activity: Subject:Welc ome New C ommission Members - Will Borns tein, Meriwether F elt, and Ryan Daye C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED: I N TR O D U C TI O N: Date: Marc h 15, 2023 Agenda Item #: V.B. To:P lanning C ommission Item Type: O ther F rom:C ary Teague, C ommunity Development Director Item Activity: Subject:Annual Election Action C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED: Election of a Chair, Vice-C hair, and S ecretary for 2023. I N TR O D U C TI O N: Date: Marc h 15, 2023 Agenda Item #: VI I.A. To:P lanning C ommission Item Type: R eport and R ecommendation F rom:Kris Aaker, Assistant P lanner Item Activity: Subject:B-23-01 4502 G olf Terrace, Variance request Ac tion C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED: Approve the variance as submitted based on the findings in the staff report. I N TR O D U C TI O N: T he request is for a 4.7-foot side yard setback variance from the 10 foot requirement to allow an addition to an attached garage. T he addition design conforms to all other codes with exception of side yard setback. AT TAC HME N T S: Description Staff Report Engineering Memo Narrative Site Location Survey Plans Better Together Public Hearing Comment Report Staff Pres entation The subject property, 4502 Golf Terrace, is located on the north side of Golf Terrace consisting of a two-story home with an attached, rear-loading, two car garage built in1937. The applicant is requesting a variance to re-orient the garage from rear facing to street facing and extend the existing 2nd floor above the attached garage. The new garage will be widened from 18.9 feet to 20.6 feet with a depth to allow 3 cars and a mudroom. The new 2nd floor above the garage will maintain the minimum required10 foot side yard setback, will have a ridge height 8 feet lower than the existing main portion of the house and will allow for a new master suite with bath. The plan includes installation of matching brick, siding, and trim to be consistent with the current exterior of the house. The design and material used will look original to the home. The setback to construct a second-floor addition above the garage aligns with the required setback and is consistent with similar improvements along the street. With the exception of the east side, main floor garage setback, the proposed project meets all other zoning requirements. Surrounding Land Uses Northerly: ECC Golf Course, zoned R-1 and guided low-density residential Easterly: Single Unit residential homes; zoned R-1 and guided low-density residential. Southerly: Single Unit residential homes; zoned R-1 and guided low-density residential. Westerly: Single Unit residential homes; zoned R-1 and guided low-density residential. Existing Site Features February 22, 2023 PLANNING COMMISSION Kris Aaker, Assistant City Planner B-23-01, A 4.7-foot east side yard setback variance from the minimum 10 foot setback for an addition to an existing attached garage at 4502 Golf Terrace. Information / Background: STAFF REPORT Page 2 4502 Golf Terrace is a two-story home built in 1937. The current home has a narrow, rear facing garage that currently does not accommodate 2 cars. The proposed addition includes re-orienting and widening the garage and provides a conforming second-floor addition. Planning Guide Plan designation: Low-Density Residential Zoning: R-1, Single-Dwelling District Grading & Drainage The Engineering Department has reviewed the application and submitted comments as attached in their February 1, 2023, memorandum. The overall project appears to decrease the amount of impervious surface from existing to proposed in the backyard. Proposed impervious surface calculations to be refined and provided in square feet for permit application. Compliance Table City Standard Proposed Front yard - South Side yard - East Rear yard - North Side yard - West 40 feet 10 feet 25 feet 10 feet 40 feet *5.3 feet (4.7’ variance) 46.6 feet 22.4 feet Building Coverage Impervious Surface Coverage 25% 50% 21.39% 36% Building Height 37.8 feet 26.58 feet (New addition) *Requires a variance PRIMARY ISSUES & STAFF RECOMMENDATION Primary Issues STAFF REPORT Page 3  Is the proposed variance justified? Minnesota Statues and Section 36-98 of the Edina Zoning Ordinance require that the following conditions must be satisfied affirmatively. The proposed variance will: 1. Relieve practical difficulties that prevent a reasonable use from complying with ordinance requirements. Reasonable use does not mean that the applicant must show the land cannot be put to any reasonable use without the variance. Rather, the applicant must show that there are practical difficulties in complying with the code and that the proposed use is reasonable. “Practical difficulties” may include functional and aesthetic concerns. The practical difficulty is caused by how the existing house is situated on the lot. The proposed use is permitted in the R-1 Single Dwelling Unit District and the proposed addition complies with zoning standards with the exception of the side yard setback requirement for the garage. The practical difficulty is caused by the existing location of the home and the required setbacks. The house is not centered on the lot with a much deeper west side yard setback than the east setback where the garage is located. The existing garage is narrow at 18.9 feet and is not considered a two-car garage width. The width will be extended by 1.6 feet, allowing for a still narrow, but more comfortable garage width. 2. There are circumstances that are unique to the property, not common to every similarly zoned property, and that are not self-created? The existing house has a non-conforming east side yard setback of 7.5 feet and was built prior to the current required minimum of 10 feet. There were no variances grated for the original construction of the home in 1937. The proposed addition will increase the non- conforming setback by 1.6 feet on the 1st floor that allows a slightly wider garage width. Setback requirements have changed over time creating non-conformities. Prior to 2015, a 5-foot side yard setback was the minimum required for a garage wall. The current awkward garage orientation, (facing the rear lot line and the narrow garage width), are not self- created by the applicant. The proposed plan conforms to all other zoning standards. 3. Will the variance alter the essential character of the neighborhood? Granting the variance will not alter the character of the neighborhood. The addition will match the required setbacks on the 2nd floor and will be 8 feet lower in ridge height than the main part of the house. The applicant will maintaining the exterior finishing materials to match the existing home and to compliment the neighborhood. Surrounding neighbors have given support per the homeowner for the project STAFF REPORT Page 4 Recommended Action: Approve the 4.7 foot interior east side yard setback variance for an existing non-conforming home expansion to widen the garage width by 1.6 feet. Approval is subject to the following findings: 1. The proposal meets the variance criteria. The practical difficulty is caused by the existing location of the home, (not centered on the lot), and existing non-conforming setback. 2. The proposed addition is reasonable and is not self-created given the placement of the house, narrow width of the garage and rear facing garage door. The current house has a non-conforming east side yard setback and was built prior to the current setback requirements. 3. Granting the variance will not alter the character of the neighborhood. The addition and matching materials will complement the existing neighborhood. Approval is subject to the following conditions: 1. Plans dated stamped December 2, 2022, and survey date stamped January 19, 2023. 2. Comments and conditions listed in the, February 1, 2023, Engineering Memo. DATE: 2/1/2023 TO: Cary Teague – Planning Director FROM: Zuleyka Marquez, PE – Graduate Engineer RE: 4502 Golf Ter - Variance Review The Engineering Department has reviewed the subject property for street and utility concerns, grading, stormwater, erosion and sediment control and for general adherence to the relevant ordinance sections. This review was performed at the request of the Planning Department; a more detailed review will be performed at the time of building permit application. Plans reviewed included an existing survey dated 9/19/22, proposed survey dated 1/6/23, and grading & erosion control plan stamped 12/2/22. Summary of Work The applicant proposes to demolish the existing garage and construct a new garage with an addition above. The request is for a variance to the side yard setback. Grading and Drainage The front portion of the site drains to Golf Terrace and eventually to Minnehaha Creek; the back portion drains to a structural flooding issue to the northwest on the golf course. Stormwater Mitigation The overall project appears to decrease the amount of impervious surface from existing to proposed in the backyard. Proposed impervious surface calculations to be refined and provided in square feet for permit application. Stormwater management may be required if more than 400 square feet of net new impervious surface with a drainage path to private property is proposed. Floodplain Development A local 1% annual chance floodplain with an elevation of 900.8’ is located in the street. The lowest opening elevation is required at no less than 902.8’. The proposed garage floor is at 903.2’. Proposed lowest opening elevation to be provided at permit to verify compliance. Erosion and Sediment Control An erosion and sediment control plan was reviewed and is consistent with City of Edina Building Policy SP-002. Street and Driveway Entrance The applicant proposes to reuse the existing curb cut. However, the new garage entrance does not align with the driveway entrance. The driveway shall be redesigned to align with the edge of the garage, with at most 1-2’ past the garage. Miscellaneous A Minnehaha Creek Watershed District permit may be required, applicant will need to verify with the district. Minnesota Department of Health does not have evidence of a well here. If anything resembling a well is located during the work, contact the City and MDH. Appendix: Variance Application — Responses to questionnaire CITY OF EDINA Owner: Jay and Ann Simonson DEC 0 2 2022 Address: 4502 Golf Terrace Date: 11/21/2022 (Rev) PLANNING DEPARTMENT 1. Relieve practical difficulties in complying with the zoning ordinance and that the use is reasonable. The existing 1937, two-car garage does not meet current zoning codes for inside side yard setback (10-feet for lots 75-feet or greater in width). The proposed project consists of replacing the two-garage door and moving the car entry to the front of the house. In order to modernize the garage redesign, the proposed garage does not meet interior side yard setback and thus a variance is requested. The upper-level addition, which includes a master bedroom and ensuite bathroom, will comply with the 10-foot interior side yard setback. The current West interior side yack of the house is 7'-S" and the proposed set back is 5'-3" on the north and 5'-8" on the south (ends of the garage). 2. Correct extraordinary circumstances appliable to this property but not applicable to other property the vicinity or zoning district. With the original location of the 1937 house and interior side yard encroachment of the existing two-car garage, it is not possible for the proposed replacement two-car garage to comply with the current zoning codes. 3. Be in harmony with the general purposes and intent of the zoning ordinance. The proposed interior side-yard variance being requested maintains 5-feet or more on the main- level garage. The upper-level addition will comply with the 10-foot interior side yard setback. 4. Not alter the essential character of a neighborhood. The original Tudor-style will be honored in the proposed renovation. Brick from the demolition of the existing garage will be reused as much as possible, roof lines will complement the existing house and cedar shingles used to match existing. 4502 Golf Terrace Edina, Hennepin, MetroGIS, © WSB & Associates 2013 February 8, 2023 0 125 25062.5 ft 0 30 6015 m 1:903 NEW EXISTING I I I I I I II I I LIVING ROOM IIMNIENN Jr GARAGE SIDE YARD 7ARAGT FAMILY DINING MAIN LEVEL UPPER LEVEL MUDROOM zl 5,3.5 GARAGE SIDE YARD BEDROOM G1 BEDROOM #2 CITY OF ED 10,0** (MIN) A UPPER LEVEL SIDE YARD DEC 0 2 2022 SUNROOM mat EXISTING NEW 17r=9 III 1 L _I ,A 1 L)_ ILL LI B T" 1 I1 r I j E FT=9 I fin II I I ii J EL,.d L I L_ CLOSET 0 0 S 11 BITHROCIM I- -I I I I I I I L UPPER LEVEL SIDE YARD 10,0*± MIN) f w l rc o. t ANNING DEPARTMENT SCALE: DATE: 3/16" = 1'-0" 11/21/2022 4502 GOLF TERRACE - SIMONSON RESIDENCE PPnPnCEll PYPANIqIni\l• PI nr1P1 PI AMC ARCH ITECTU RE 10'4)* (MIN) UPPER LEVEL SIDE YARD li 5'•6'0 GARAGE SIDE YARD I pL5 l a q q q q 4o-SsicToid - "LIIRT.1111.11111.M. 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MINIUM lifil EI 11 IMMIEWINEAfMagaSilliansVM2A4 111 h11/4111111111V11111111111111(111111111111111111111101 ••••o-o-1j/ NOMICIOUM GO Dre-1.7.-OG ,mmni smmmmmmwm .7. .7.1 Wi I ta\ 11111 111 1111.110111.1101111.11M11 111111111111111111111111111111.11111111111111111 1;°9!-.ViEL) CF16.0' (E) DEC 0 2 2022 WEST ELEVATION EAST ELEVATION PLANNING DEPARTMENT SCALE: 3/16" = 1-0" DATE: 11/21/2022 4502 GOLF TERRACE - SIMONSON RESIDENCE r-ir-li-Nr-tr‘nr-r-, X/r1 t1/4 1C•Ii-NAI. r-i r-x 1 ARrHITEr.T1 IRE 902.5 902.8 4- -1( 903.1 903.2 903.2 IT 0 O O 9C4_0 9,03.1 4g6tSCI5 " to 903.2.:1 904.3 0_ FFE 903.2 c 903.2 cc C) O U O O rn X z I rn rn 9.4 'N. 7-- 22.4 cs' 903.6 A 903.7 902.7 903.2 25.2 x 903.3 O O I ..••• I I I 1 L_ I 902.8 x/ 902.8 •••( b,0( - OR 903.2 „cc_ tos" AS 25 C"C,t1C'CLC' 901 903.6 -- ; r ; ,_ _ , 902.5 .ct 0, 0 03.2 SH-33 902.3 902.2 co 100.00 1.3 )C 899.9 TC 'EDGE- rs TCR N89°47'12"W /.0.*_ CORNER Or 'lc 900.3 Tc 900.0 900.4 TC-CE X T 9 Rev. 09/19/2022, add utilities I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. ERIC R. VICKARYOUS Date: JULY 26TH, 2022 Reg. No. 44125 A 902.4 0 co CERTIFICATE OF SURVEY PROPERTY ADDRESS: #4502 GOLF TERRACE FOR: Simonson EDINA, MN (100-PLAT) x 99-9Q 901 0 \ 901 2 100.25 N8T94413n"W x 901.3 rot jAin IRON p`J/p/(2, 2.9 NE-24 x 902.4 5.5 St 6 tri 20.3 903.0 903.0 ---40-c=0.5(concrete) 903.7 EXISTING HOUSE 900.8 \ 901.0 901.4 x 190 1 . 6 900 \ FOUND OLD PINCH PIPE S IRON 9031 GF 903.5 EXISTING FFE HOUSE 003.2 SH-15 903.1 903.3 902. 902.4 903.8 903.0 18.9 GARAGE 903.2 C) GF c7J I 903.2 903.0 X 4tSC1'' 903.1 02.6 02.8 -0( 903.3 902.8 903 0 x 903.0 1.5 w 902.4 cc z O 903.2 nFl• 1616ts'902.9 902.2 902.1 901.E 8.6 x 902.2 'LiC - 901.9 0 C`I h 0 • cip Cr) 902.5 1-1 BC-FNE 902.6 EXISTING HOUSE 902.6 x GF NORTH 0 20 ( IN FEET ) 1 inch = 20ft. 903.4 FFE X X X X 900.8 CHAINLINK4FENCE 14.0 WINDOW WELL 2,299±SQLFT. 0 35.2 c\i ) ( X 903.1 x • p AVERS 903.0 900.3 TC 900. TC (10 co 902.8 902.7 PAVdRS 02.9 TDCE Cr1A, 900.7 900.6 ,„ 71. -„,, EAST c6, r 7-E- L., O 90 0.1 89 9.6 900.1 900.2 899.6 CR 899.9 TC I GOLF TEQQACE 899.7 TC 899.5 TC _ _r LEGEND • DENOTES IRON MONUMENT FOUND EXISTING PROPERTY DESCRIPTION DENOTES EXISTING FENCE LOT 2, BLOCK 1, HANSENS & PARK 1ST ADDITION, x1011.2 DENOTES EXISTING ELEVATION. COUNTY CLUB DISTRICT, Hennepin County, Minnesota. DENOTES EXISTING TREE DENOTES UNDERGROUND FIBER/COMMUNICATION DENOTES UNDERGROUND GAS DENOTES SANITARY SEWER - HOUSE/GARAGE = 2,299 SQ.FT. DENOTES WATERMAIN LOT AREA = 13,508± SQ.FT. (0.31 ACRES) - PAVERS (FRONT/BACK) = 1,400 SQ.FT. - CONCRETE = 1,616+56= 1,672 SQ.FT. NOTES CITY OF EDINA - CITY TO VERIFY ALL BUILDINGS ELEVATIONS AND SETBACKS. - Bearing's shown are on assumed datum. - Field survey conducted on 07 /21/2022. DEC 02 2022 - This survey was prepared without the benefit of titlework. Easement, appurtenances and encumbrances may exist in PLANNING DEPARTMENT addition to those shown hereon. This survey is subject to revision upon receipt of a title insurance commitment or Serving Twin Cities Metro r 4 t , ACRE LAND SURVEYING attorneys title opinion. - Curb shots taken at top and back of curb. area and beyond r - Utility locations per sketch provided by home owner. 763-458-2997 acrelandsurveyqgmail.com Contact Gopher State One call prior to any excavation. 0 CD JOB #22211 10 11 12 13 14 15 16 17 18 19 110 111 112 113 114 115 116 117 118 119 120 D\Users\ericj\OneDrive\CAD-1D\22211 cert Edina Golf Terrace\dwg\22211cert.dwg 9/19/2022 10:42:29 AM CDT SIMONSON ADDITION 4502 GOLF TERRACE EDINA, MN 55424 JAY & ANN SIMONSON 502 GOLF TERRACE fOINA, MN 55424 Is LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 .1,00 udainc corn 1'55'39"E 100.25 5 5 5 5 900 _ler 911.5 I-14- 1.2 902.1 I- ON 0 tri er) -2 1t O cn 0 N cn 9050 27051180 HOUSE a. 4.- 1 019 M o Lti N O c; . c 912 6 902.5 5 L.* EXISTING HOUSE 905. FfE 8.6 V2 102.4 roc, en_ a Sas w cairk, K CITY OF EDINA DEC 0 2 2022 PLANNING DEPARTMENT CALL BEFORE YOU DIG: Gopher State One Call TWIN CITY AREA: 61,14154.0302 TOIL ERIE: 1 ROO 1111165 WARNING: THE CONTRACTOR SHALE BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING TTIEIR SHIM AND/ OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT AS1-4540002 AT LEAST 45 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND PARES. CABLES. CONDUITS. PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE DIE ABOVE MIEN DAMAGED °LAING CONSTRLCTION AT NO COST TO THE OWNER NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY & TOPOGRAPHIC SURVEY PROVIDED BY ACRE LAND SURVEYING, DATED JULY, 2022. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS SHOWN AND NOTIFY ENGINEER OF ANY DISCREPANCIES 0 10 20 SCALE IN FEET 2.1 1 (1 00- PLAT) 9,9.90 LEGEND ▪ FOUND 1/2 INCH OPEN IRON ->5- STORM SEWER MONUMENT UNLESS SHOWN OTHERVASE ->- SANITARY SEWER O SET 1/2 INCH X 14 INCH IRON - I - WATERMAIN MONUMENT. MARKED 'LS 4 E.9SI• -S- SANPARY SEWER SERVCE OES3 CATCH BASIN WATER SERVER O STORM MANHOLE - UNDERGROUND EtECTR,C O SANITARY MANHOLE To-- UNDERGROUND FIBER OPTIC 1:1 HYDRANT UNDERGROUND GAS PT GATE VALVE -IEE- UNDERGROUND TELEPHONE O ELECTR:C TRANSFORMER 04-. OVERHEAD UTILITY O ELECTFCC METER CHAIN UNK FENCE ▪ GAS METER CONCRETE CURB 1- GUY WIRE RETANING WALL • HAND HOLE .1 CONCRETE 5 LIGHT POLE NO PARKING O POWER POLE I EXISTING BUILDNG III TELEPHONE PEDESTAL CONTOUR SIGN SPOT ELEVATION 0 PARMNG STALL COUNT TREE UNE CON EMUS TREE EY.SABLED PARKING STALL Fs FINE M SCHEDULEBIE ITEM DEODUOUS TREE A5 ASH RA MAPLE TR TREE (GEN) 7 . 7 7 N895°441.53.3"W CHAIM.< FENCE • EDGE •.51 9os2 20 A N89°47'12"W SOL, PA3ERS 7 9030 1/. // 1 00 .00 CADD QUALIFICATION 13:23223=3 .1.1ZOPRZOn F.CRMIX.SgT, 111=1 Lana At. Yr. •i roe,. D cr,e, • PE License No. .53706 Date 11/08/2022 QUALITY CONTROL Loucks Project No. 22351 Project Lead TOG DOhyl By JDL Checked By TOG Redew Date 11/08/2022 1111111111121:13:11 ....... ............. .c401 VILRIAN. .CI501 0.V11.9.LJA.S. EXISTING CONDITIONS Cl 001 )1/1001 1052 41250°. 12 H.0 1050 MUIDOW Gel. 10 5.2 189 SC EXISTING 2,299A5011. GARAGE HOUSE 9.4 .2 52 5 0.5(concrate) 2.4 ">s OR ICU Al CALL BEFORE YOU DIG! Gopher State One Call MIN CITY ARIA 651.454-0007 TOLL FREE: 1.4100.251.1166 WARNING: THE CONTRACTOR RIAU BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EMSTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING MIER SERVICE AND OR RELOCATION OF LINES. THE CONTRACTOR SHAH CONTACT GOPHER STATE ONE CALL Al 6$1.414-0002 Al LEAST 48 HOURS IN ADVANCE FOR DE LOCATIONS OR All UNDERGROUND WIRLS, CARIES, CONDUITS, PIPES. MANHOLES. VALVES OR 0111ER BURRO STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALT REPAIR OR REPIACI THE ABOUT MIEN DAMAGED DURING CONSTRUCTION AI NO COST 101111 OWNER. NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY & TOPOGRAPHIC SURVEY PROVIDED BY ACRE LAND SURVEYING, DATED JULY, 2022. CONTRACTOR SHALL FIELD 0 10 20 VERIFY EXISTING CONDITIONS SHOWN AND NOTIFY ENGINEER OF ANY DISCREPANCIES SCALE IN FEET DEMO PLAN C1 -2 PROTECT EXISTING TREE REMOVE & SALVAGE EXISTING PAVERS-TYP PROTECT EXISTING PAVERS PROPERTY LINE REMOVE PORTION OF EXISTING BUILDING SEE ARCHITECTURAL PROTECT EXISTING PATIO - REMOVE & REPLACE PORTIONS OF PATIO AS NEEDED FOR BUILDING CONSTRUCTION PROTECT STONE BOARDER PROTECT EXISTING TREE PROTECT EXISTING UTILITIES 6 PROTECT EXISTING TREES DURING CONSTRUCTION INSTALL TREE PROTECTION FENCE TYP-SEE DETAIL 3/CR-I 9. ALL ENTRANCES, CONNECTIONS TO CITY STREETS, SIDEWALKS, CURBS AND RAMPS IN THE RIGHT-OF-WAY SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED. 10. ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. REMOVE EXISTING BUILDING REMOVE EXISTING CONCRETE PAVING REMOVE EXISTING PAVERS REMOVE EXISTING UTILITIES REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING TREES REMOVE & RELOCATE EXISTING AIR CONDENSING UNIT COORDINATE W/ MECHANICAL REMOVE EXISTING WINDOW WELL SEE ARCHITECTURAL CADD QUALIFICATION A TEMPORARY CONSTRUCTION AGREEMENT/APPROVAL SHALL BE OBTAINED 111 :21:1ZE= SITE DEMOLITION NOTES 1. CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS FROM ADJACENT OWNER FOR WORK ON .0/914(?..0?.? (,I.a..5F.T. ADJACENT OWNERS PROPERTY NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES & OWNER. COORDINATE ALL CONSTRUCTION ON ADJACENT OWNERS PROPERTY WITH 2. CLEAR AND GRUB AND REMOVE ALL TREES NOTED FOR REMOVAL, VEGETATION AND ALL PARTIES INVOLVED SITE DEBRIS WITHIN CONSTRUCTION LIMITS PRIOR 10 GRADING. STRIP TOP SOIL AND STOCKPILE ON-SITE. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE GRADING & EROSION CONTROL PLAN. REMOVE & SALVAGE EXISTING PAVERS-TYP 3. CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. CONTRACTOR 10 NOTIFY ENGINEER WITH ANY CONFLICTS OR PLAN DISCREPANCIES. M2=1=1 REMOVE EXISTING CONCRETE-TNT 4. CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MELT ING(SI WITH UTILITY OWNERISI TO DISCUSS DISCONNECTIONS AND/OR RELOCATIONS. ,a4n the ker cl -4 5. CONTRACTOR TO VERIFY LOCATION OF SEPTIC FIELDIS) & VVELLIS) ON SITE. COORDINATE REMOVALS AND/OR ABANDONMENT WITH THF APPLICABLE rp... G., .Pe GOVERNING AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING License No. 53706 APPLICABLE PERMITS. WELLS ON THE PROPERTY SHALL BE SEALED BY A MINNESOTA Date 11/08/2022 DEPARTMENT OF HEALTH IMMO LICENSED CONTRACTOR. QUALITY CONTROL 6. BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR Loucks Project No. 22351 TO A NEAT MILLED EDGE. Project Lead TOG CITY OF EDINA 7. CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE (hewn By JDL Checked By TDG ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. Review Date 11/08/2022 SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. PROTECT EXISTING CONCRETE PAVEMENT DEC 0 2 2022 8. ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL ......... CONDITION WITH NO ADDITIONAL COMPENSATION. (:)-4 PE)101.111011.111,AN. ' I CI [MAN PROTECT EXISTING 9. CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WITH THE APPLICABLE GOVERNING AGENCIES. ALL WORK SHALL BE PERFORMED PER . „ Grid QM WAILS. LANDSCAPING PLANNING DEPARTMENT THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 10. CONTRACTOR TO COORDINATE ALL WORK WITHIN THE ADJACENT PROPERTIES WITH THE OWNER AND ADJACENT PROPERTY OWNER. T. THE CONTRACTOR SHALL COORDINATE WITH TELE OWNER FOR ANY REPAIRS TO DIE IRRIGATION SYSTEM THAT IS AFFECTED DURING CONSTRUCTION. LEGEND • FOUND I22 INCH OPEN IRON ->>- STORM SEWER MONUMENT UNLESS SHOWN OTHERWISE - >- SANITARY SEWER O SET In INCH 014 INCH IRON - I - WATERMAN MONUMENT, MAR/TED 'LS 48988' -S- SANITARY SEWER SERTACE 0 0 iH 0 EB CATCH BASIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE ELECTRO TRANSFORMER ELECTRO METER GAS METER GUY WIRE HAND HOLE UGHT POLE POWER POLE TELEPHONE PEDESTAL S. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. SIGN 0 PARTING STALL COUNT DISABLED PATIVNG STALL M SCHEDULE B II ITEM -w- WATER SERVCE -ELT- UNDERGROUND ELECTRIC UNDERGROUND MFR .:ono -SAS- UNDERGROUND GAS -RI- UNDERGROUND TELEPHONE SE OVERHEAD UMW CHAIN DN'T FENCE CONCRETE CURB RETAINING WALL I' • - • I CONCRETE -• NO PARKING MSTING 3111LONG CONTOUR WE> SPOT ELEVATION TREE UNE CON FERNS TREE R PINE DEODUOUS TREE IS ASH VA MAPLE TR TREE (GETP DEMOLITION LEGEND: PROPERTY LINE REMOVE FENCE SIMONSON ADDITION 4502 GOLF TERRACE EDINA, MN 55424 JAY & ANN SIMONSON 4502 GOLF TERRACE EDINA, MN 55424 IN LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com GENERAL NOTES 1. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER 'GOPHER STATE ONE CALL' PRIOR TO COMMENCING ANY GRADING. EXCAVATION OR UNDERGROUND WORK. 2. THE CONTRACTOR SI TALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES TO CONTROL Ti IE MOVEMENT OF TRAFFIC WHERE NECESSARY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL RE ESTABLISHED PER THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (ATUTC0) AND THE APPLICABLE GOVERNING AGENCIES. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. ALL PUBLIC STREETS SHALL RE OPEN TO TRAFFIC AT ALL TIMES UNLESS APPROVED BY THE GOVERNING AGENCY. PROTECT EXISTING UTILITY COORDINATE W/ UTILITY PROVIDER IF RELOCATION IS NEEDED 6. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE. 7. BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, STATE AND LOCAL REQUIREMENTS AND THE ASSOCIATED PROJECT PLANS AND DETAILS. 8. ALL CONSTRUCTION PERMITS, APPLICATIONS. BONDS, AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. (0. itin•••-••••. • A 10.0' f -1358L vM 10'R 1658 1858 11:613 1658 1E58 1850 195E1 9 . I B581 13581- E.- 8.3' —4.1 5 1 f/1 r 4 PROPOSED I BUILDING 1:. ADDITION GFE=903.20± / jr, FFE=904.30± fpy. SEE ARCHITECTURAL PLANS FOR BUILDING ADDITION I 4 I JP I z4. CONCRETE STOOP SEE ARCHITECTURAL 1216.6" RISERS SEE ARCHITECTURAL 3.7 ic-40H "4.6 ° "r3. 8581 INSTALL SALVAGED PAVERS PROPERTY LINE . • 6581 • • ° PAVEMENT LEGEND 7200 Hemlock lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.louckhnc.corn CONCRETE PAVEAIENT STANDARD BITUMINOUS PAVEMENT PAVERS 0.31 AC 0.04 AC 0.12 AC 0.12 AC PROPERTY AREA: DISTURBED AREA: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA: CONCRETE PAVEMENT TYP-SEE DETAIL 1/C8-1 DEVELOPMENT AND DESIGN STANDARDS YARD IBUILDINGI SETBACKS: FRONT 30 FT MINIMUM SIDE 10 FT MINIMUM REAR 25 FT MINIMUM SITE DATA CURRENT ZONING: R-I SINGLE DWELLING UNIT CADD QUALIFICATION PROPERTY LINE SITE NOTES I. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND 11 1:=B:2121 ENCROACHMENT AREA INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEENS) AND STATEAOCAL JURISDICTION REQUIREMENTS. .17/.9111292.2 P 8M11.55T. EXISTING 48.9± SF 2. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS PROPOSED 208.8± SF OTHERWISE NOTED. 3. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. CAI I BEFORE WM. OKI Gopher State One Call TOLE GREW T.., 0 GA, License No. 53706 Date 11/08/2022 QUALITY CONTROL Loucks Project No. 22351 Project Lead TDG Down By .101 Checked By TDG Review Date 11/08/2022 ............ 1-N5TINGCC).,`,A2IDP.N5. I -' f 101,1:t1LN PON. '.1 II. PON. (iR,KILNL7.6NE, P.LAN. C11- (' V11.1 ki,A111.S. WARNING: 111E CONTRACTOR SNAIL BE RESPONSIBLE FOR CALLING TOR LOCATIONS Of All EXISTING UT IMO. THEY SHALL COOPERATE WITH ALL 111/111Y COMPANIES IN MAINTAINING THEIR SERVICE AND /OR RELOCATION Of MIS. et Pies \ C2-1 SITE PLAN 11 /08 / 2022 8155 AM WA2022,22 LEGEND • FOUND 1/2 HiCH OPEN IRON —>>— STORM SEWER MONUMENT UNLESS SHOWN OTHERVASE —>— SANITARY SEWER O SET 1/2 INCH X14 INCH IRON —I— WATERMAIN MONUMENT. MARKED ELS 48988E _s_ SANITARY SEWER SERMCE 00 CATCH BASIN —R— WATER SEWAGE O STORM MANHOLE —EU— UNDERGROUND ELECTRIC o SANITARY MANHOLE 1.0. UNDERGROUND FIBER OPGC O HYDRANT —CAS— UNDERGROUND GAS HI GATE VALVE —111.— UNDERGROUND TELEPHONE • ELECTRIC TRANSFORMER —IX— OVERHEAD UTILITY IL/ ELECTRIC METER —0-0— CHAIN LINK FENCE 4> GAS METER CONCRETE CURB GUY WIRE le RETNNING WALL E HAND HOLE 1 CONCRETE • LIGHT POLE NO PARKING O POWER POLE ERISPNG BURONG O TELEPHONE PEDESTAL CONTOUR -EH SIGN D2H SPOT ELEVATION ® PARSING STALL COUNT TREE UNE CON MOUS TREE DSABLED PARKING STALL • PINE 0 SCHEDULE B II ITEM DECIDUOUS TREE AS ASH GB MAPLE TR TREE (OEM SIMONSON ADDITION 4502 GOLF TERRACE EDINA, MN 55424 JAY & ANN SIMONSON 4502 GOLF TERRACE EDINA, MN 55424 L LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL MATCH EXISTING CONCRETE PAVEMENT CITY OF EDINA THE CONTRACTOR SHALL CONTACT GOPHER ST ATE ONE CALL AT 651 -454-0002 AT LEAST 48 HOERS IN ADVANCE FOR THE LOCATIONS 01 ALL UNDERCROE ND WIRES, CABLES. CONDUITS. PIKE MANH011 S. VALVES OR OTHER BURIIO STRUCT WES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR RIPTACE THE MEOW WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. NOTE: EXISTING CONDITIONS INFORMATION DEC 0 2 2022 SHOWN IS FROM A BOUNDARY & TOPOGRAPHIC SURVEY PROVIDED BY PLANNING DEPARTMENT ACRE LAND SURVEYING, DATED JULY, 2022. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS 0 #9 80 SHOWN AND NOTIFY ENGINEER OF ANY DISCREPANCIES SCALE IN FEET SITE PLAN C2-1 LEGEND • FOUND I/2 INCH OPEN IRON mcolumura UNLESS SHOWN OTHERWISE O SET t a INCH X 14 INCH IRON MONUMENT. MARKED 'LS 48981' CATCH BASIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE ELECTRIC TRANSFORMER ELECTRO METER GAS METER GUY WIRE NAND HOLE LIGHT POLE POWER POLE TELEPHONE PEDESTAL NON O PARKING STALL COUNT DIALLED PARKING STALL ffl SCHEDULE El II ITEM 0 0 ti TI STORM SEWER SANITARY SEWER -1- WATERMAIN -B- SANITARY SEWER SERVICE WATER SERVICE UNDERGROUND ELECTRIC IR- UNDERGROUND FIRER OPTIC UNDERGROUND GAS UNDERGROUND TELEPHONE OVERHEAD UTILITY CHAIN LINK FENCE CONCRETE CURB RETANING WALL CONCRETE NO PARKING OUSTING BUILDNG CONTOUR SPOT ELEVATION TREE UNE CON FEROUS TREE D PINE DECOUOUS TREE As ASH NA MAPLE TR TREE (GEN) SIMONSON ADDITION 4502 GOLF TERRACE EDINA, MN 55424 JAY & ANN SIMONSON 4502 GOLF TERRACE EDINA. MN 55424 L LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksnc.com CADD QUALIFICATION Ig====11 ESTIMATED QUANTITIES mENIM •11/9/i4972 PgRtAIISRT. 11•1 =I NM RAI In SILT FENCE RIO ROLLS INLET PROTECTION EXISTING DRAINAGE PATTERN PROPOSED DRAINAGE PATTERN EROSION CONTROL BLANKET ......... ..... ..... IMI=1 4,4 4 ia. Dee77, Pneksp,P. F,F.F. 7117. Step 7,...P•t-rta D • PE License No. 53706 Date I1/08/2022 QUALITY CONTROL Loucks Project No. Project Lead Drawn By Checked By Review Date 1131=1 ......... VAISTINP. RE1111]LIAI!TS CERN, SA-1 PON. .11-1 GRAtItrA,.4\ /,),I.1515,5. 22351 TOG JOL TDG 11/08/2022 CALL BEFORE YOU IRG1 Gopher State One Call IVAN CITY MI5 611 454 0002 TOLL ERIE. 1.800.232-1168 DESCRIPTION UNIT QUANTITY TEMPORARY ROCK CONSTRUCTION ENTRANCE EA N/A PREFABRICATED CONCRETE WASHOUT EA N/A SILT FENCE (STANDARD) LF 342 EROSION CONTROL BLANKET SY N/A INLET PROTECTION EA N/A SWPPP LEGEND WARNING: THE CONTRACTOR SHALL RE RESPONSBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. DIET SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. TILE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 6S1-454.0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES. CONDUITS. PIPES. MJNHOLES. VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO DIE OWNER. S 3.1 3.20 sEX. 3.13 Li, 3.5 ISO 'V • sS6 5.2 7P2 30513 1019 s, SILT FENCE TYP-SEE DETAIL .2/C0-1 lEISET 1E158 SF gow.. SF 2.40 TS=904.25 05=903.11 2.79 XT 2Y8! zFX~ 15=904_6 135=903.72 T5=904.26 85=903.71 4.30 g:901113 PROPOSED BUILDING ADDITION GFE=903.20± FFE=904.30± .rx•ikerar AMON TS=903./ T-135a911317_ 3.04 *EX. 3.02 SEX. 731 2.50 41X. 2.90 SEX ,1a2 2.92 *EX. WEIL 13S8L Wel 2.5 2.122 1,62 1.23 0.60 SEX. SILT FENCE TYP-SEE DETAIL 2/C8-I P3,7.1 7.7 1.71 Shoes nles \ C3-1 GRADING AND EC PLAN R8.8ed I / 2022 8:59 AM w22022 3.13 2.25 3.04 3.11 T5=903.71 -el B5=903.17 903 3.11 GRADING, DRAINAGE & EROSION CONTROL NOTES I. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 3. AT I URNING POINTS ALONG I HE ACCESSIBLE ROU If_ THE PAVEMEN I SHALL NOT EXCEED 2% IN ANY DIRECTION FOR AN AREA 60H IN DIAMETER. 4. ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 23 /. AND A RUNNING SLOPE NO I EXCEEDING 5... 5. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 7. EXISTING SOILS ARE ASSUMED TO BE COARSE-GRAINED SOILS (GW, GP, GM, GC, SW, SP, SM, SC) PER THE UNIFIED SOIL CLASSIFICATION. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING CONDITIONS DIFFER FROM ASSUMED SOIL CONDITIONS. 8. CITY AND WATERSHED SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF STORMWATER Bh1PS. 9. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES Of TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. REFER TO THE LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS FOR FINAL SITE STABILIZATION. 10. FOR SITE RETAINING WALLS .13.Te EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL). TGW EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND %W. EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 13. FOR SITE STAIRS, 'IV EQUALS SURFACE ELEVATION AT TOP OF STAIRS AND 'B5' EQUALS SURFACE ELEVATION AT BOTTOM OF STAIRS. REFER TO SITE PLAN FOR NUMBER OF RISERS AND RISER HEIGHT. 14. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISI IED. 15. DUST MUST BE ADEQUATELY CONTROLLED. 16. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 17. REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING ELEVATIONS. 18. THE CONTRACTOR ALONG WITT I THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS (ROM GOVERNING AUTHORITIES. INCLUDING ANY CITY PERMITS AND THE NPOES PERMIT. 19. INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 20. PER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM INPDES/SDS) REQUIREMENTS, THE WASHOUT AND CLEANOUT OF STUCCO, PAINT. CONCRETE, FORM RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS SHALL BE PROPERLY CONTAINED AND DISPOSED OF. TI IE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND USING APPROVED METHODS OF CONTAINMENT SUCH AS PRE-FABRICATED WASHOUT CONTAINERS, CONCRETE WASHOUT TOTE, READY MIX TRUCKS WITH SELF-CONTAINED CHUTE CLEANOUT, ETC. 21. CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF GRADING ACTIVITIES AS NEEDED PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. CITY OF EDINA DEC 0 2 2022 PLANNING DEPARTMENT NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY & TOPOGRAPHIC SURVEY PROVIDED BY ACRE LAND SURVEYING, DATED JULY, 2022. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS SHOWN AND NOTIFY ENGINEER OF ANY DISCREPANCIES GRADING AND EC PLAN C3-1 Nc 0 ## SCALE IN FEET SIMONSON ADDITION 4502 GOLF TERRACE EDINA MN 55424 JAY & ANN SIMONSON 4502 GOLF TERRACE EDINA, MN 55424 FINISHED GRADE 6 CONCRETE MN/DOT 2301 6" COMPACTED AGGREGATE BASE CL 5 OR 2 MN/DOT 3138 APPROVED SURGRADE NOTES: 1. CONTRACTOR JOINTS SHALL BE SAWED TO A DEPTH OF 1/6 TO 1/3 OF SLAB THICKNESS 2. PROY:DE EXPANSION JONTS IN ACCORDANCE WITH MNDOT 3702 ANO 2301. 3. SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS LOW. RAIZ NO 1 CONCRETE PAVEMENT SECTION 2033 :. LOUCKS MAWS IMO. 1. LOUCKS 3000 2 SILT FENCE NOTES: 1. PLACE BOTTOM EDGE OF FENCE INTO 6 IN DEEP TRENCH AND BACKFILL IMMEDIATELY. 2. POSTS snail_ BE • 6 FT MAX, SPACING. • 2 IN X 2IN HARDWOOD, OR STANDARD STEEL T-TYPE FENCE POSTS • S MIN. LENGTH POSTS, DRAIEN 2 FT INTO THE GROUND. 3. ATTACH FABRIC TO WOOD POST WITH A MIN. OF 5,1 INCH LONG STAPLES. 1. ATTACH FABRIC TO STEEL POST WTI-1A MIN. OF 3 ZIP DES IN TOP 131NOIES OF FABRIC. GEOTEXTILE FABRIC PEA MNDOT 3886 LOUCKS NATE NO. MAHN 2/3/116 TREE PROTECTION NOTE: INSTALL FENCE AROUND EACH TREE TO RE PROTECTED PRIOR TO GRADING. FENCE SHALL BE PLACED AT THE DRIP EDGE OR CRITICAL ROOT ZONES OF THE TREES. FENC NG SHALL BE NO CLOSER THAN 6' TO THE TRUNK OF ANY TREE TO BE PROTECTED. THE PERIMETERS FOR TREES BENG PROTECTED SHALL BE DESIGNATED AT ALL TIMES DURING CONSTRUCTION ACTIVITY AND SIGNAGE SHALL BE INSTALLED AT ALL TREE PROTECTION AREAS THAT INSTRUCTS WORKERS TO STAY OUT. CONTRACTOR SHALL AVOID ALL AREAS WITHIN TREE PROTECTION FENCE SQL SHOULD BE PROTECTED FROM EROSION AND CHANGES IN CHEMISTRY FROM CONCRETE OR TOXIC MATERIALS SUCH AS FUELS AND PAINTS. THE CONTRACTOR SHALL HAVE 'TREE PAINT • ON SITE AT ALL TIMES. IF AN OAK IS WOUNDED DURING CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY APPLY PAINT TO THE WOUND IN ORDER TO PREVENT OAK WLT. ALL DAMAGE TO TREES TO BE PROTECTED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND WN9S ritcr. (41 Ft- 14410,0N EXISTING GRADE • X 6' WOOD STAKE. POSITIONED AS NOTED. I STRING 4' HIGH, ORANGE POLYETHYLENE LAMINAR Id AFETY NETTING BETWEEN WOOD STAKES PLACED 5' ON CENTER AND PLACED BETWEEN TREE PROTECnON AND DISTURBED AREAS. LOUOG MATE 110 IN LOUCKS 3 TREE PROTECTION 3008 DRAvel vim. E0STING TREE TO REMaS DRIP EDGE OF TREE et Filet \ CS-1 CIVIL DETAILS 0 in LOUCKS PLANNING CP/1L ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loocksinc.com CADD QUALIFICATION 221:17=11:231 .1)/.91444P2 FUNIX.SET. License No. 53706 Date 11/08/2022 QUALITY CONTROL Loucks Project No. 22351 Project Lead TOG Drawn By JDL Checked By TDG Review Date 11/08/2022 .P -I F XISTIN9.c9,WITNI45. PFMOIATIMI.114N. I Silt, RM. ,,,,,,,, CIVIL PUMA CITY OF EDINA DEC 0 2 2022 PLANNING DEPARTMENT CIVIL DETAILS C8-1 Survey Responses Public Hearing Comments 4502 Golf Terrace Better Together Edina Project: PUBLIC HEARING: 4502 Golf Terrace No Responses VISITORS 3 CONTRIBUTORS 0 RESPONSES 0 0 Registered 0 Unverified 0 Anonymous 0 Registered 0 Unverified 0 Anonymous An east side yard setback variance at 4502 Golf Terrace Site location EdinaMN.gov 2 Existing conditions EdinaMN.gov 3 Site survey EdinaMN.gov 4 Floor plans EdinaMN.gov 5 EdinaMN.gov 6 Front and back elevations EdinaMN.gov 7 East and west elevations EdinaMN.gov 8 EdinaMN.gov 9 EdinaMN.gov 10 EdinaMN.gov 11 EdinaMN.gov 12 EdinaMN.gov 13 Date: Marc h 15, 2023 Agenda Item #: VI I.B. To:P lanning C ommission Item Type: R eport and R ecommendation F rom:C ary Teague, C ommunity Development Director Item Activity: Subject:C onditional Us e P ermit - 6444 Xerxes Avenue for U.S . Internet Ac tion C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED: R ecommend the C ity C ouncil approve the Conditional U se P ermit and Variance. I N TR O D U C TI O N: U S I nternet C orp. is requesting a C onditional Use P ermit and Variance to construct a 1,900 square foot utility building at 6444 Xerxes Avenue. T he Variance requested is to construct a building with no windows due to security concerns and built with cultured stone and E I F S instead of brick or stone entirely. T he existing structure would be removed from the site and the new building constructed. (S ee the attached applicant narrative and plans.) T he facility would provide improved internet services to Edina residents. T here would be one employee on the site providing service for customers. Customers to not travel to the site for service. AT TAC HME N T S: Description Staff Report Engineering Review Memo Site Location, Zoning, & Comp. Plan Applicant Narrative Proposed Plans and Renderings Sustainability Questionnaire Better Together Public Hearing Comment Report Applicant Pres entation Staff Pres entation March 15, 2023 Planning Commission Cary Teague, Community Development Director Conditional Use Permit – 6444 Xerxes Avenue (U.S. Internet) Information / Background: US Internet (USI) Corp. is requesting a Conditional Use Permit and Variance to construct a 1,900 square foot utility building at 6444 Xerxes Avenue. The Variance requested is to construct a building with no windows due to security concerns and built with cultured stone and EIFS instead of brick or stone entirely. The existing structure would be removed from the site and the new building constructed. (See the attached applicant narrative and plans.) The facility would provide improved internet services to Edina residents. USI currently serves the north/northeastern portions of Edina. The building on Xerxes would cover central and southern Edina. There would be one employee on the site providing service for customers. Customers do not travel to the site for service. SUPPORTING INFORMATION Surrounding Land Uses Northerly: Double dwelling; zoned R-2, and guided high-density residential. Easterly: Commercial property in the City of Richfield. Southerly: Office building; zoned and guided Community Activity Center. Westerly: Office building; zoned and guided Community Activity Center. Existing Site Features The existing 15,111 square foot site contains an existing single-story structure, that was originally a duplex, but remodeled into an audiology clinic in 2006. STAFF REPORT Page 2 Planning Guide Plan designation: CAC, Community Activity Center Zoning: POD, Planned Office District Conditional Use Permit Per Section 36-1273, utility buildings and structures owned by private utility companies or governmental units other than the city and used for rendering service to all or any part of the city (but excluding warehouses, maintenance buildings and storage yards) shall be a conditional use in all districts and shall only be constructed pursuant to a conditional use permit granted in accordance with article V of this chapter (below). Per Section 36-305, the City Council shall not grant a Conditional Use Permit unless it finds that the establishment, maintenance, and operation of the use: 1. Does not have an undue adverse impact on governmental facilities, utilities, services or existing or proposed improvements. The project would not have an adverse impact on the above. Both police and fire would be able to access the site off Xerxes as they do today. The existing utilities are adequate to serve the proposed use. The proposed use is intended to significantly improve internet service in Edina. 2. Will generate traffic within the capacity of the streets serving the property. The proposed use would generate far less traffic than the previous audiology clinic that was located on the site. There would be one employee on the site for maintenance and customer service to provide connections and disconnections. 3. Does not have an undue adverse impact on the public health, safety, or welfare. Staff does not believe the project would have an adverse impact on public health, safety, or welfare. The applicant has stated that there would not be noticeable noise outside of the building during normal operation. The building is designed to provide noise reduction for the limited noise emissions of the HVAC internal equipment. 4. Will not impede the normal and orderly development and improvement of other property in the vicinity. The proposed improvements would not impede development in the area. The applicant is providing an east-west pedestrian sidewalk along the north lot line that will help residents to the west gain access in to the commercial area to the east and to the south. (See attached site plan.) STAFF REPORT Page 3 5. Conforms to the applicable restrictions and special conditions of the district in which it is located as imposed by this Section. The proposed project meets all city code provisions. Utility buildings are a conditionally permitted use within all zoning districts. 6. Is consistent with the Comprehensive Plan. As mentioned previously, utility buildings are a conditionally permitted use within all zoning districts. The proposed use is consistent with the Comprehensive Plan. Landscaping Landscaping is proposed along the north, east and south sides of the building to help screen the facility. Based on the perimeter of the site, 12 overstory trees are required for the site. The applicant is proposing 24 trees and a full complement of understory landscaping. (See attached landscape plan and renderings.) Grading/Drainage/Utilities The city engineer has reviewed the proposed plans and found them to be acceptable. Any approvals of this project would be subject to review and approval of the Minnehaha Creek Watershed District, as they are the City’s review authority over the grading of the site. Lighting The parking lots would be required to meet all minimum standards for lighting as follows: “All exterior lighting and illuminating devices shall be provided with lenses, reflectors or shades so as to concentrate illumination on the property of the owner or operator of the lighting or illuminating devices. Rays of light or illumination shall not pass beyond the property lines of the premises utilizing the lights or illumination at an intensity greater than 0.5 footcandle measured at property lines abutting property zoned residential and one footcandle measured at property lines abutting streets or property zoned nonresidential. No light source, lamp or luminaire shall be directed beyond the boundaries of the lighted or illuminated premises.” A lighting plan has been submitted and demonstrates the foot candle power generated from the lights, would meet city code requirement. Living Streets/Multi-Modal Consideration Sec. 36-1274. - Sidewalks, trails and bicycle facilities. (a) In order to promote and provide safe and effective sidewalks and trails in the city and encourage the use of bicycles for recreation and transportation, the following improvements are required, as a condition of approval, on developments requiring the STAFF REPORT Page 4 approval of a final development plan or the issuance of a conditional use permit pursuant to article V of this chapter: (1) It is the policy of the city to require the construction of sidewalks and trails wherever feasible so as to encourage pedestrian and bicycle connectivity throughout the city. Therefore, developments shall provide sidewalks and trails which adjoin the applicant's property: a. In locations shown on the city's sidewalk and trail plan; and b. In other locations where the council finds that the provision of such sidewalks and trails enhance public access to mass transit facilities or connections to other existing or planned sidewalks, trails or public facilities. (2) Developments shall provide sidewalks between building entrances and sidewalks or trails which exist or which will be constructed pursuant to this section. (3) Developments shall provide direct sidewalk and trail connections with adjoining properties where appropriate. (4) Developments must provide direct sidewalk and trail connections to transit stations or transit stops adjoining the property. (5) Design standards for sidewalks and trails shall be prescribed by the engineer. (6) Nonresidential developments having an off-street automobile parking requirement of 20 or more spaces must provide off-street bicycle parking spaces where bicycles may be parked and secured from theft by their owners. The minimum number of bicycle parking spaces required shall be five percent of the automobile parking space requirement. The design and placement of bicycle parking spaces and bicycle racks used to secure bicycles shall be subject to the approval of the city engineer. Whenever possible, bicycle parking spaces shall be located within 50 feet of a public entrance to a principal building. (b) The expense of the improvements set forth in subsection (a) of this section shall be borne by the applicant. The applicant is proposing an east-west pedestrian sidewalk along the north lot line. This will provide pedestrian access for residents to the west and north to gain access in to the commercial area to the east and to the south. Currently there is an existing sidewalk at the back of the curb on Xerxes; however, as is the City’s requirement to provide safer pedestrian movement by constructing boulevard style sidewalks along collector roadways, as a condition of approval, the city engineer is recommending the reconstruction of that sidewalk to be a boulevard sidewalk. (See attached engineering memo.) STAFF REPORT Page 5 Compliance Table City Standard Proposed Front – Xerxes Avenue Side Yard – North Side Yard – South Rear – West 35 feet 20 feet 20 feet 20 feet 35 feet 20 feet 20 feet 30+ feet Over-story Trees 12 trees required (number is based on the perimeter of the site) 24 trees existing and proposed on the site Building Material Section 36-579 of the zoning ordinance requires buildings in the POD District to meet the following standards:  All new front building facades in the district that face the public realm must have 75 percent transparency (ability to see inside the building) at the ground level.  All facades on the first vertical 60 feet of a building (above grade) shall use natural materials (brick, stone) facing the public realm (streets, parks, sidewalks).  Ground level first floors must have a minimum floor to ceiling height of 20 feet. The applicant is requesting variances to these provisions. The intent of the above regulations was for quality and transparent buildings to show activity. However, with this proposal for a utility building to provide improved internet service, there will be minimal activity within this building, and customers to not travel to the site. For security purposes, no windows are proposed. The first 8 feet of the base of the building would be constructed of stone with EIFS above. Variance Per Chapter 36 of the City Code, a variance should not be granted unless it is found that the enforcement of the Ordinance would cause practical difficulties in complying with the Zoning Ordinance and that the use is reasonable. As demonstrated below, staff believes the proposal does not meet the variance standards, when applying the three conditions: Minnesota Statues and Edina Ordinances require that the following conditions must be satisfied affirmatively. The Proposed Variance will: 1) Relieve practical difficulties that prevent a reasonable use from complying with ordinance requirements. Reasonable use does not mean that the applicant must show the land cannot be put to any reasonable use without the variance. Rather, the applicant must show that there are practical difficulties in complying with the code and that the proposed use is reasonable. STAFF REPORT Page 6 “Practical difficulties” may include functional and aesthetic concerns. These variances are reasonable given the use of the structure as a utility building and the need for security. The purpose of the 75% transparency requirement is to make commercial uses more inviting to the public. This is not a site that will generate traffic from the public. The first eight feet of the 20-foot building will be made of stone. Staff views this as a reasonable compromise given the utilitarian use of the building. 2) There are circumstances that are unique to the property, not common to every similarly zoned property, and that are not self-created? Yes. The circumstances are unique for this type of use, a utility building. 3) Will the variance alter the essential character of the neighborhood? No. The proposed building meets all setback and height standards. The use is a conditionally permitted use within all zoning districts. It will be partially screened with landscaping and trees. PRIMARY ISSUES/STAFF RECOMMENDATION Primary Issue  Is the Conditional Use Permit (CUP) criteria met and the variance reasonable for the site? Yes, the CUP criteria is met, and the variances are reasonable for the following reasons: 1. As demonstrated on pages 2-3 of this report, the findings for a conditional use permit would be met. 2. The proposal meets all minimum Zoning Ordinance standards except for the building material. 3. The variances are reasonable given the use of the structure as a utility building and the need for security. The purpose of the 75% transparency requirement is to make commercial uses more inviting to the public. This is not a site that will generate traffic from the public. The first eight feet of the 20-foot building will be made of stone. 4. The plan includes landscaping and trees to exceed City Code, and partially screen the building. 5. A pedestrian sidewalk would be added along the north lot line for residents to the west and north access to the commercial area to the east and south. STAFF REPORT Page 7 6. The proposal would improve and expand internet serve to Edina residents. Staff Recommendation Recommend that the City Council approve the Conditional Use Permit and Variances to construct the proposed utility building for U.S. Internet at 6444 Xerxes Avenue. Approval is based on the following findings: 1. The proposal meets the Conditional Use Permit conditions per Chapter 36 Sec. 36-305 of the Edina Zoning Ordinance. 2. The proposal meets all applicable Zoning Ordinance requirements except for building material. 3. The variances are reasonable given the use of the structure as a utility building and the need for security. The purpose of the 75% transparency requirement is to make commercial uses more inviting to the public. This is not a site that will generate traffic from the public. The first eight feet of the 20-foot building will be made of stone. 4. The proposal would improve and expand internet serve to Edina residents. Approval is subject to the following conditions: 1. The site must be developed and maintained in conformance with the following plans:  Site plans date stamped January 19, 2023.  Grading and drainage plan date stamped January 19, 2023.  Landscaping plan date stamped January 19, 2023.  Building renderings date stamped January 19, 2023. 2. A grading permit is required for the improvements. 3. A lighting plan must be submitted with the grading plan and must meet all minimum zoning ordinance requirements. 4. Submit a copy of the Minnehaha Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 5. Remove and replace the sidewalk along Xerxes Avenue with a 5-foot-wide sidewalk with a 5-foot-wide boulevard. 6. Submittal of the city’s sustainability design questionnaire. STAFF REPORT Page 8 Deadline for a city decision: May 2, 2023 DATE: 2/13/2023 TO: 6444 Xerxes Ave, Owner and Development Team CC: Cary Teague – Community Development Director FROM: Zuleyka Marquez, PE, Graduate Engineer Chad Millner, PE, Director of Engineering RE: 6444 Xerxes Ave S – Development Review The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections, grading, flood risk, and storm water. Plans reviewed included civil, landscape, and existing conditions survey drawings stamped January 19, 2023. Review Comment Required For General 1. Deliver as-build records of public and private utility infrastructure post construction. Certificate of Occupancy 2. Maintenance of sidewalks to be responsibility of property owner. General Comment Survey 3. An existing and proposed site condition survey is required. Grading/Building Permit 3.1 Show all existing and proposed public and private easements. Grading/Building Permit 3.2 Provide a public access easement over the east-west sidewalk. Easement does not include maintenance of the sidewalk. Living Streets 4. Design sidewalks to meet ADA requirements. Grading/Building Permit 5. Remove and replace sidewalk along Xerxes Avenue with a 5-ft wide sidewalk with a 5-ft wide boulevard. Provide public access and maintenance easement if necessary. Curb specifications per Hennepin County. Building Permit Traffic and Street 6. Review fire access requirements with fire department. Fire truck turning template attached. Grading/Building Permit Sanitary and Water Utilities 7. Verify fire demand and hydrant locations. Grading/Building Permit 8. Domestic water shall be sized by the developer’s engineer. Grading/Building Permit 9. Domestic sanitary shall be sized by the developer’s engineer. Grading/Building Permit 10. Specifications and details for sanitary pipe casing required at permit. Note, existing casing is 20” diameter. Grading/Building Permit, Prior to Starting Utility Work 11. Apply for a sewer and water connection permit with Public Works. Prior to Starting Utility Work 11.1 Meter required for building service line and combined lines. No meter required for fire only service line. Grading/Building Permit 11.2 Public Works to determine acceptable installation methods. Grading/Building Permit 12. Disconnected sanitary and water services to be capped at main. 13. A SAC determination will be required by the Metropolitan Council. The SAC determination will be used by the City to calculate sewer and water connection charges Grading/Building Permit 14. Single connection from main for fire and domestic, split after main connection. Grading/Building Permit 15. Well not likely onsite. Watermain and structure installed/built in 1956. Storm Water Utility 16. Provide geotechnical report with soil borings. Grading/Building Permit 17. Submit watershed district permit. Net decrease in impervious onsite. Grading/Building Permit Grading Erosion and Sediment Control 18. A SWPPP consistent with the State General Construction Site Stormwater Permit is required. Grading/Building Permit Constructability and Safety 19. Construction staging, traffic control, and pedestrian access plans will be required. Grading/Building Permit 20. Replace the damaged fence section along the north property line. Building Permit Sustainability 21. Complete a Sustainable Design Questionnaire General Comment Other Agency Coordination 22. MDH, MPCA, MCES and Hennepin County permits required as needed. Grading/Building Permit 23. Minnehaha Creek Watershed District permit is required. Grading/Building Permit EdinaMN.gov 1 Site EdinaMN.gov 2 Site 4/05/12 3 Site EdinaMN.gov 4 Site Y) ARCH C ITECT 1)URE RESPECTING OUR CLIENTS RESPECTING OUR ENVIRONMENT DULUTH OFFICE 1600 Alworth Building 306 We Super;ar Street Duluth, MN 55602 P (218) 727- 1330 I F (218) 727-1338 ASHLAND OFFICE 1022 Lakesiltyru Drive A;hland, WIscarivrt 54306 P (7151 292 ,6493 Project: 22-041 US Internet — Internet Utility Building Address: 6444 Xerxes Avenue South, Edina, MN 55423 Date: January 18, 2023 Conditional Use Permit — Project Description Pursuant to Sec. 36-1273.b - Utility buildings and structures, Other utility buildings and structures, US Internet Corp. is constructing an Internet Utility Building. The principal structure will be a new building constructed of concrete masonry block and steel joists with a low slope (flat) roof. The building will be finished with EIFS and Cultured Stone veneer masonry. The building will meet the minimum height requirements. The building will not meet the minimum transparency requirements due to the security needs for this type of utility building, but the EIFS will be composed in a manner that suggests window frames. All front, side, and rear yard setbacks will be adhered to. The building will overlap an existing sanitary sewer easement. US Internet Corp. and Meyer Group Architecture have been in communication with the City of Edina's Engineering Department and will address the sanitary sewer in whatever manner they prescribe. US Internet Corp. intends to abide by all other site and landscaping requirements. The result is intended to be a new building that matches the character of the neighborhood and POD-1 District. CITY OF EDINA JAN 1 9 2023 DE.PARTM;ENT mosom GRADE sustomoc NEW BITUMINOUS PAVEMENT AREAS TYPICAL SEcnoN N 13111.51 IN WEARING MORSE, 1/1001 SPEC. r 2360, SP1E424013 (a) show sPEc. 2353 EsTusixous TAck coAT -III_ 1.5' 1311.1111140U5 14011-8EA51/10, LINDOT SPEC 2.160, SPNW923013 (b) 8' MNDOT SPEC. 3136 CUSS 5 AGGREGATE 545E 1 (100% CRUSTED SAWN QUARRY OR ONE ROM) (o) SELECT Flt (AS REQUIRED) (e) NATURAL SOLO (d) (a) Compact each lift to o mWmurn 92 wadi t of the maximum speofk gravity in oaceelonee with laitIOT SPEC. 2350.3.0.1. (b) Compxt each lift to a meimurn 03 percent of A. Illindr1111rn specific grainy h accord:nee with 11/1130T SPEC. 236a 3.0.1. (a) Compact each lift to a mWmum 100 percent of the maximum dry density In accordance with 11111101 SPEC. 2211.35.2.a. (d) Prepert suboode in occerdenoe with /MOOT SPEC. 21135.3.F. Compost to a minimum 100 percent of the modreurn dry denary. Note that these are minimum pavement thicknesses, not overoge thicknessee. i c GOPHER STATE ONE CALL • WWW GOPHERSTATEOAECALL ORG (8C0) 252-1166 7011 FREE f65114540002 LOCAL The sublurtooe utak, infarinetko *own • on this Pb, Quer) Level D. This quer& level was detenrined occorting to the giAleinse of Cl/ASCE 313-02. sobbed 'Standard Guideline for the CoSectIon and 0spicton of (Sating Subsurfo. Utah' Ma.' SITE NOTES: 1. Existing boundary. location, topographic. and rutty information shown on this pion is from a field eurvey by Egon,Nowak, Inc. dated December 21, 2022. The Engineer is not responsible for Inaccuracies related to the eurvey InfomoUon. 2. NI rnoterials required for this work shall be new material conforming to the requirements for doss, kind, grade, etre, quality, and other details specified herein or as ehmn on the Pions. Do not use recycled or salvaged aggregate. asphalac partrnent. crushed concrete, or scrap shingles. Unless otherwise indicated, the Contractor shall furnish all required rnoteriots. in 3. NI materials required for UN work shall be new material conforming to the requirement. for doss, Mrd, grode, size, quarrty, and other detoib specified herein or as shown on the Plans. Do not use recycled eolviaged aggregate, aephaRic pavement. crushed comets, or scrap shingles. Unless otherwise dicated, the Contractor shall furnish oil required moterials. 4. NI dirnenekne ore to face of curb (*More opdicable), edge of pavement, or exterior fere of building, unless otherwise Indicated. 5. froggrtle for fitradlow Portland cement concrete for curb and gutter, sidewalk, and concrete pavement shall hove a 31 IAPB (4,500 psi) minimum 28-day compressive strength with an air content of 5.5% [111.5X] of the measured volume of the freshly mixed concrete and a .lump range of All concrete shall be in accordance with WIDOT Standoni Specification 2461, mil 3E52. Refer to the MOOT Specifications for complete mix remirernents. Use o water/cement ratio of 0.45 or less for concrete exposed to deicer.. Concrete aggregates shall be free of organic impieties, died, shale or other deleterious eubetancse. 8. Construct oil concrete eldewolks In accordance with 1.1000T Specification 2521. All concrete sidewalks eholl be oe Indicated on the plans, but not bee than 4' thick with 6 Inch x 6 Inch - /10/#10 wire she woven wire mesh reinforcing. 7. Concrete Racine and flolghbo: Thorough& wet the foundation and forms immediately prior to dadng the concrete. Use o bonding agent where fresh concrete is placed against hardened or portfol& hardened concrete, Place the concrete, consolldota to El all colds, strike off to the required grate, cnd float smooth. Take can not to bring excess water and floe pond to the auricles during floating. After the water sheen loos disappeared, edge the }dots and rightly broom finish the sadace to a uniform texture perpendkular to the One of batik. Do not dace concrete upon frozen subgrode or base. B. Concrete 5011151: Apply 75-1111-NOTE 26 IN Chlorinated Rubber Epoxy Concrete Treatment, or approved equal, to oil exterior portland cement cocrete pavement TK-TRI-KOIE 28 IN b a special formula of chlorinated rubber and epoxy manufocture n d by TK Products Construction Coatings (www.tkproductitcom). It Is formulated to cure, seal, and harden concrete. 9. Form coating material In order to prevent bonding between a Tom, dowel, or other object and concrete shall meet the requirement. of IANCOT Specification 3902. 10. Fr exterior concrete plebe, unlese otherwiee litchi:rated, provide expansion jointo at 30 foot Intervale and at locations where the concrete maroon. or adjoins ony exisang fixed objects sudo as fire hydrants. sidewalks, walb, posts, curbing, steps. driveways, building foundations, and other rigid structures. Divide extedor ebbs Into equore panel. of uniform she generally containing not more than 36 square feet of 11. Construct contnActIon }ants opproxlmotely 4 mm (1/8 inch) In width and cut to a depth of at least 1/3 the concrete thIckness, but not less than 51 mm (2 inches) from the exposed enlace. Construct kits P til the nuer to t:grade old align with similar joints in adjoinhg work when proctkabie. rice n= birds at right angles to the longitudinal axis of the work- Romd all joint edges with an edging tool having a radius of 5 awn (3/16 Inch) before finiahing. 12. Cure and protect og concrete within 1 hour otter the final finishing In accordance with LINDOT Speed-Kahan 2301.3.1J. Use the blanket curing method or one of the membrane curing methods. 13. Soot oil 3ointa, including expanelon kilts, with joint sealant. 14. Mow bituminous paving to cod for a minimum of 24 hours before opening to traffic. 15. theta concrete splash Wool°, at discharge of each downepout 16. White surface marking. (lettere and eyrnbole) shall be in conform.0 with the Standard Alphabet. far Highway Signs and Pavement Markings, FHA (4410-20). 17. Deeignote tog approved porking elate with white 4 Inch wide mole. markings. Paint dl cgrectknal troffic arrows oe shown In white. Appy two coats of paint. 18. Typicol all chew 90 parldrig rails ore x 18' unless otherwise Indicated. 19. Obtain and pay for all pemdts, tests, spections. etc. required by agencies that have jurisdiction over the project Including the NPD ES perrrk tfrom the State The ContnActor reeponeible for all bond., letters of credit, or earth euretba related to the wort Execute and inspect work In decadence with all local and state cod., Nes, ordinances, or regulations pertaining to the particular type of work involved. NEW S.-WIDE CONCRETE SIDEWALK. ALL SIDEWALK SLOPES SHALL NOT EXCEED EXCEED 2% CROSS SLOPE OR 5% IN THE DIRECTION OF TRAVEL 4' THICK CONCRETE SIDEWALK (TYP.) ',PROPERTY UNE ...,...______________> EXISTING FIRE HYDRANT' INSTALL CONCRETE SPLASH BLOCKS AT DISCHARGE OF EACH DOWNSPOUT MATCH EXISTING PAVEMENT GRADE SAWCUT BITUMINOUS PAVEMENT AT UMITS OF CONSTRUCTION 4' THICK CONCRETE SIDEWALK (TYP.) 10 0 10 20 SCALE IN FEET 9.00' - .-- 13.25' [TRANSFORMER PAD 16.011' €3.50' NEW BITUMINOUS PAVEMENT 63.50' PROPOSED BUILDING (1w.) WI-IfTE STRIPE PROPOSED GENERATOR 5.00' COORDINATE THE WORK WITH THE ADJACENT PROPERTY OWNER NEW BITUMINOUS PAVEMENT RI 4.00' EXISTING PYLON SIGN TO REMAIN I 22-556 JO MMHG: \\ server \ Project. \2022 V22-558 US Internet - 6444 Xerxes Avenue South - Edina, WI \ 2023-01-1/3 \ eiteplan.dwg LAYOUT: CI - Shleplon MEE: banding; %REF: covey / \ ( 14W CIVIL AND ENVIRONMENTAL ENGINEERING SERVICES US INTERNET 6444 XERXES AVENUE SOUTH EDINA, MN 55423 DATE LEVIOION I HEREBY CERTIFY' THAT THIS FLAIL SPECIFICATION. OR REFORT WAS PREPARED BY ME OR LNDER MY DRECT SUPERVISION AND THAT I AMA DULY LICENSED FiTOFESS101/AL ENGIIIEER UNDER THE LAWS OF THE STATE 0 MINNESOTA WU) LUVIZO- bran Miridsto5i DATE 01118/2023 110 23468 IIIPCFP.,T1€11 PROJECT 110 32-5€€ DRAM 0A In CHECKED BY ss APPROVED BY Vol SCALE DATE virler202.3 E ES CR IF T SITE PLAN 1-fEET II C1 PLACE BIO—LOGS DOWN GRADIENT FROM THE CONSTRUCTION AREA TOTAL LOT AREA = 15,113 SQ. FT. EXISTING IMPERVIOUS AREA = 9,222 SQ. FT. PROPOSED IMPERVIOUS AREA = 8,370 SQ. FT. NET DECREASE IN IMPERVIOUS AREA = 852 SQ. FT. City of Edina Storm Water Reauirements: Since the proposed activity does not add over 400 square feet of new impervious surface with o drainage path directed to private property or over 600 square feet of new impervious surface in areas that drain to structural flooding issue, implementation of on—site storm water management measures is not required. \ GOPHER STATE ONE CALL WWWGORIERSTATEONECALL ORG 16001252-1166 TOLL FREE It 16511454-0002 LOCAL • TN stibeurface cR1105 Infer-maim eh D owri on this pion is utifity Odder/ Lord Tide quality level woe determined =cording to the gukleirwe of Cl/ASCE 2, antital 'Standard Guidirthe for Ue CoNeution and Depiction of Ewrithe NEW 5.—WIDE CONCRETE SIDEWALK. ALL SIDEWALK SLOPES SHALL NOT EXCEED EXCEED 2% CROSS SLOPE OR 5% IN THE DIRECTION OF TRAVEL SEE ARCHITECTURAL FOR BUILDING WATERPROOFING AND FOUNDATION DRAINAGE SILTFENCE PROPERTY UNE .6ol- F1.4 -,,c.> 1 aviamrsomilAtir4 - vii414. ' BB,. 883 eL.5.5ok 885 , 4 ...... i l 1 1 1 , i i .i l i ll / li 1 / is3.101 6 4.00 gE3 S / ........... . • . . .... °° °°° °°° °.°.°°°. cooRDINATE MRK wiai THE ADJ,,,N ACENT pROPERIY (I—ER _00 0 00 00 0 0000 00000000 0 0 0 Oo LAtss'' 25 091 • • 0 0 0 0 0 0 0 .60 0 0 0 0 0‘°..t' O 0 0 0 0 . 000 ° O 0600.06 ° e0d 0A u 0 0 0 0 0 0 0 0 o O . 00000 ob 0 0 0 0 0 0 0 0 0 0009' 00 ; 0 0 0 0 0 0 ° 0 0 0 0 0 ° 0 0 0 ° ° oo 0 0 0 0 0 0 0 0 0 0 0 /0 0 0 —FLOW> 13.25 —FLOW> BUILDING FLOOR ELEVATION = 885.5 --> SILTFENCE 82.501 —FLOW> —41.4 -1.63.3o1 9.00' [scoot 63.60' <- <A1014— GENERATOR FLOOR ELEVATION = 884.0 </t014— -165501 lea SILTFENCE 885 0 4- CITY CH JAN 1 9 2023 ON—SITE CONCRETE WASHOUT AREA TEMPORARY ROCK CONSTRUCTION ENTRANCE EDINA SITE DRAINAGE PRECAUTIONS: 1. Reduce soil compaction by limiting equipment access to specific construction paths, if applicable. 2. Loosen compacted soils through raking, tinning, tilling, or other methods to a minimum depth of ¢ inches. 3. Place new, organic rich, topsoil to a minimum depth of 4 inches on areas of disturbance. 4. Place sod or seed and mulch on exposed soils as soon as practical. 5. Create no new flow paths concentrating drainage area directed to or near private structures. 20 10 0 10 FEET IN SCALE 22-558 T. • R. Ju DRAYANth \ \terror\ Projecie \ 2022 \ 122-558 US Intemet — 6444 Xerxes Avenue South — Edina, MN \ 2023-01-18 \22568C10.dwg LAYOUT: C2 — Grading Drainage and Erodon Control Plan MEEl building; XREF: minify; XREF: eiteplan CIVIL AND ENVIRONMENTAL ENGINEERING SERVICES US INTERNET 6444 XERXES AVENUE SOUTH EDINA, MN 55423 CATE REVISION I HEREBY CERTIFY THAT THIS PLAN, SPECFKATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATED MINNESOTA WiIt) &an Muldslodt DATE 01/18/2023 NO 22468 23468 INFORMATION FROLECT NO 22-5E6 DRAM N BY Iv CHECNED EY APPROVED BY thin SCALE 500. DATE 01/16/2023 CESCRIPTION GRADING, DRAINAGE, AND EROSION CONTROL ,HEET C2 SANITARY SEWER: I. Unless otherwise indicated, use reinforced, prewst, concrete maintenance holes confomIng to ASN 0478, fumrshed with precort bases. Sanitary sewer maintenance hothe shall be supplied with pre-formed Inverts ond flexible neoprene Weeve connections for o1 Moroi M. 375 mm (15 Inches) In diameter or less, unless otherwise indicated. Joints for oil precast maintenance hole sections dam have confined, rubber 'Ci'-ring gaskets In accordance with ASN C443. These joints ont cooly .ed in sewers to hold intiltraUon ond exflthation to a practical minimum and are adequate for hydroetatre Made up to 30'. The inside barrel diameter shad not be le. than 48 inch.. All joints and connecUone in the sewer system shall be gastight or watertight. Inlet and west connections to tower manhole. must use flexible compression joints located between 12 and 36 inches from the manhole in accordance with Minnesota Rules port 4714.719.6. Whem permitted by the adminietrag. authority a. an alternate inetallation method, approved milient rubber joints or waterdop gaskets may be used In order to moles waterUght connecUorts to manholes and other structurea (see Minnesota Rules port 4714.301.2). Use rococo 'Concrete Manhole Adaptors' or 'forge Monet. Wata.tope, Preee-Seal Vateretop Grouting Rings', or approved equal. Cement mortar joints ore permitted imly for repairs or connections to existing lines having such joints. The building trevier Mart. 2 feet otheide of the building. See Minnesota Rut. part 4714.715.1. Material Pistolled within 2 feet of the building must be of materials approved for use inside of or within the building. The exterior sonitory ester piping moat comp6 with the following requirements° (A) Double ayes may not be used for drainage fittings In the horizontal position (see MInnesoto Rules, Chapter 4714, Meth. 310.5) bwouse proper pipe dope connot be maintained on both of the lateral brands.. (3) Changes in direction in drainage piping must be made by appropriate Lie* of wpm and bends (see Minnesota Ruin, Chapter 4714, Section 706.0). When connecting any vertical drop to a horizontal run, use o aye and a 1/8 bend (45 deg), or o sanitary combo. A sanitary combo la a combination aye and a 1/8 bend combined in a single fitting. The mown la to form a long rack. bend In order to insure that the waste is directed in the dowel/earn direction as it enter. the horizontal run. Tees are not allowed where the direct'. of flow thong. from either verUcal to horlzontol or horizontal to horizontal. 5. Elm: Use solid-core, Schedule 40 PobMnyl Chloride (PVC) Plostle Pipe for all designated PVC sanitary .wer "Mess wields of the building. The PVC pipe shot meet or sawed the industry standards and requirements as met forth by the American Society for Tering and Matertale (A5TI4) 01785 and D2665. Fittings must campy with ASN 01866, 132665, Of F794. Joints must be approved mechanical or push-on utilizing on elaetornerth seal, Use of solved cement Mlle le allowed for building services. Sohent cement joints In PVC pipe must use ASI11 F658 pumas primer and A.7111 D2504 cement In occordance with Minnesota Ruin part 4714.605.2.2. The Installation must comply with ASTM 02321, which requires open-trench InstallaUon on a ...Una°ue granular bed. B. Osongsda: Install cleanouts on all son/tory sewer *enlace In ocoordonce with Minnesota Rules part 4714.719. Install cleanouts for pipes 4-inch and over in size at Intervals not to 4%0344 IOU feet in an:light runs and for each aggregate horizontal longe in direction exceeding 135 degrees. Cleonouts shall be of the some nominal dze as the pipes they serve. Include frost sleeves ond concrete frame and pipe support. Instal a meter box frame and wild lid (Neenah R-1014-A, or approved wool) over all deonouts. 7. 1.16,9: Presetre test all sanitary sewer in accordance nob the Minnesota Rules Sectione 4714.712 and 4714.723. Concrete manholes and weer lines shall be tested by negative prem.re in occordance with A5111 C1214-19, A5111 C1244-17, or the Hydrostatic Test Method in 00000r 1107.2.3(0). Test all flexible =Mary est. finesfor deflection after Use sewer line has been metalled and bockfill Mas been In plow for at Mart 30 days. No pipe shall exceed a deflection of 5X. If the test fails, took* nweseary repairs and retest. 8. Metall flexible watertight frame/chimney seals on all sanitary se.r rnalritenonce holes In order to seal the outside of the chimney from the cast Iron frame down to the owe. The seal shall be a continuous eeamlette bond mode of high qudity MEM (Ethylene Propylene Diane Monomer) rubber with a mintrnum thickness of 65 mils Use Internal/External Adapter Seal at. manufactured by Adaptor, Inc. (wmadaptorrnocorn/wp-content/udoods/2019/04/ADAPJEMantroleSeal.pd0, Intl-Shield UN-band one piece molded sewing system os manufactured bySeoling Systeme, Inc. (w.vdreisealingeyeterne.com), or approved equal. 9. Use Neenah Foundry Co. R-1842 casting Mt, self-aealing, word, type B Ile, or approved egad, on oil sanitary sever maintenance holes. Covers Mud bear the 'Sanitary Sewer. label. 10. Unless otherwise indicated, use 4 ft. dhoneter (1.4.) pm-cast reinfdred concrete strict.es on all eoretaty mow manholes. 11. Iraloll a meter box and cover (Neenah R-1014-4. or approved equal) over all PVC cleanotrth. 12. Tree* Wire: instoll locating sires on all conductive and non-conductive Mown sewer, sanitary sewer, and water line.in ocoonfonce with the Minnesota Rural Water Association (1.1FWA) Trace Wire Specification MI. and Details bronsanrwa.ccan/PDF/TrocertaireSpecCuldeFirohrebriepd0. Use 012 HDPE-insulated Capper-dad elect wire roted for underground strike. lbe calor of the insulating jacket shall be as follows: groundwred, storm sewerwgreen, wnitory sewer=green, and water lines=bke. Install the wire on the bottom side of the pipe below Use spring line. Fasten the who to the pipe with tape or plawik lies at 5' intervals. Do not wrap Use trace wire around the corresponding utility. On not connect 0. trot. wire to iodating conductive utirdies. Use Copperhead Dryconn 3-Way or Locking Snake Site connectors rated for underground direct bury applications or approved equal al oil creeeinge or service connectlons. TOM on connectors are not allowed. Time wire must be property grounded at all dead ends and titmicea. Install grade-level/In-grand bots win access boxes and drhe-In magnesium grounding anodes at at dead en., "Mc., and fire hydrants. Trow wire OGG.11 boxee shall be color coded no follows: +Awn sewervigreen, sanitary sewer-grew, and water lines-blue. 13. fthiestabM Wornina Tow: Install detectable underground naming tape Woolly above all underground utnilles at a depth of 457 mm (16 Inches) below finished grade, unless othenalse indicated. Underground warning tape shall be 3-inches Wile with a minimum 5.0 it overall thickness. TVe shall be manufactured using a 0.8 ml clear virgin polypropylene tam, reverse printed and laminated to a 0.35 1. mil WO aluminum foil core, and then rominated to a 3.75 mil clear virgin potyethylene film. The aluminum baling makes underground assets easy to find using a non-ferrow locator. Tape shall be printed using o diagonaliy striped deargn for moodmum vleibility and meet the AMA Color-Cade standard tai (V) for rldng g a d otil of boded util oppro.d equa ities Use Pro-Ube Safety Products (www.proRneealetysom) detectable ma or l. (1) 14, The minimum depth of cover for sanitaty sewer without insulation is 6 feet 'mutate sanitary sews services at locations where the depth of cover la less than 6 feel Provide a minimum Insult:Um thickness of 4 inches. the insulation must be at Nast 4 feet wide and centered on the pipe. Petah the ineulation boards 6 inch. above the tope of the pipes on mechanically compacted and 'meted pipe sir bedding material. Use high density, dosed cell, rigid board material equivalent to DOW Styrofoam A1 Highload 40 Polyetyrens insulation. Individual insulagan board dtmensione to/Polly meaeur. ir wide by 8' O long by 2. thio 15. Install all pipe with the ASN Identification numbers on the lop for Inspection. Commence OP. laying at .Cr) the lowest point In the proposed eerier One. Field verify that the. re positive droinage at the oat. location. Lay the pipe with the bell end or receiving groove end of the pipe poinWg upgrade. When connecting to on exiding pips, uncover the iodating pips In order to allow any adjustrnerrte In the proposal line and grole before laying any pipe. Do not lay pip.. In sot.r or when the trench ‘1.1 condtIona are unsuitable for such work 16. All saddle tee or err fittings must provide an integrally molded pipe stop in the branch for positive pfotection °gainnl advice pipe Insertion beyond the inside of the sewer main pipe wok 17. TWIN. all existing lines prior to conation. 18. Steel casing pipe shall be proud at the same Mope as the carrier pipe in order to ensure that the comtar pipe le placed along Use speckled grade. If the proper elope cannot be mointoined, then the casing spacere moot be odjusted so that the sorrier pipe is placed at the specified grade. 19. Within the eating pipe, the carrier pipe joint. Wall be mechanically reetralned in order to allow for the future removal of the carrier pipe without Joint separation. 20. Steal wising pipe .hall ha. o minimum yield strength of 35-kel. 21. Use MCI cooing spawn manufactured by Rad Spacers North America, Inc. or approved equal. Inciall epaten 13'-e- 0.C. maximum and at cods pipe bell. Double the spacers at each end of the owing CONNECT TO EXISTING 12" CARRIER PIPE JAN 1 9 2023 10 10 211 SCALE IN FEET -183.301 iv-- 13.25' 9.00' 9.00' mosilawies CONNECT TO EXISTING 10 CARRIER PIPE 63.50' 4. 30.00' NEW 12- DIP SANITARY SEWER 24-0 BUILDING FLOOR ELEVATION = 885.5 63.50' PLUG END OF CASING WITH GROUT (6' MINIMUM THICKNESS) ............. • ....... ... •• ...... 2, Iwo Ott GENERATOR FLOOR ELEVATION = 884.0 I I I I I I I 195 501 90 .15 ref ._. . e c 0 O OO O O O 10 0 .. • es. . • 1 0 ...... OOo • ... 0 • •11 ..... c0 EMEND EXISTING 24-INCH DIAMETER WELDED STEEL CASING PIPE 30-FEET WEST 20.50' PROPERTY UNE ......... \182.50( 500' REPLACE PORTION OF EXISTING 10 DIP CARRIER PIPE WITH NEW 12- re 1 TRANSFORMER PAD GOPHER Il GOPHER STATE ONE CALL • the wbeurface dirty Infortnetion ghoul on this plan is ,limyfluattly Lale D. Theauality Wel was determined accenting to the aildeinee of C144SCE 38-02. entitled 'Stan.. Guideline for the CoPectroe and Dwiction of &taring Subeurface LAM,. Data.' • WWW GOPHERSTATEONECALL ORG 18001 252.1166 TOLL FREE 1651) 4540)02 LOCAL 18.00' 2. CONNECT TO EXISTING 24" 3. CASING PIPE 4. EXISTING EIRE HYDRANT! ..•••16••• .1111M1 t. ( l aW CIVIL AND ENVIRONMENTAL ENGINEERING SERVICES US INTERNET 6444 XERXES AVENUE SOUTH EDINA, MN 55423 DATE REVISION I HEREBS CERTIFY THAT THIS PI/41, SPECF CATION. OR REPORT WAS PREPARED BY MEM UNDER MY DIRECT SUPERVISION AIIID THAT 1PM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAW) OF THE STATE 0 MINNESOTA Mtn Mundstak DATE 0111642023 110 23466 INFCRMATION FRO,ECT NO 224E6 ORM/it/BY Ira CHECRED BY SS AFPRCiVED BY thrn ECALE grefhc DATE 0 MI 812023 CESCRIPTION UTILITY PLAN 'ThEE:1 is C3 22-558 T. R. , S. JAI DRAWING: \ eerver ithojecte \ 2022 \ /22- 556 VS Internet - 6444 Vera. Avenue South - Edina, LIN12023-01-18122558C10.dwg LAYOUT: C3 - Utility Pion XREF: XREF: wryest XREF: eiteplan GENERAL: 1. Existing boundary, location, topographic, and Wily Information skim on this pkm b fezees a field mrvey by Egan, Field, & Nowak, Ina. dated December 21, 2022. the Engineer is not responsible for inaccuracies related to the money information. 2. Perform all construffion work in accordance with State and Local requirements. 3. Perform all construcUon activity In accordance with the Minnesota Pollution Control Agency GENERAL STORMY/Alt/1 PERMIT FOR CONSTRUCTION ACTNNY meed Rivet I, 2018 and all subsequent amendments thereto. 4. Comply with on appkable boot, state, and f °dere' safety regulations. Comply with the work safety practices meal. by the Occupational Solely and HeathArlmlnietratien (OSHA). OSHA prohbits entry into 'confined spaces,' such as manholes and inlets (see 29 CFR Section 1010.146), without undertaking certain specific practices and procedures. Perform somations in accordance with the requirements of 0.S.HA 29 CFR, Part 1926. Subpart P, Excovotione Trenching dander. require protect'. system. on trench. deeper than 5 feet. Bench or slope dolmans in order to provide safe worldng condition, and stability for the placement of engineered fill. Do not expose workers to the danger, of being elmck by materiel and equipment. Keep see end other materials at least 2 feet from the edge of cry benches. Trenches meret be inspected by a competent Indridual, be free of Handing wok. and olinosphefic hazard., and have a eafe meone of entering and exiting bac. allowing a worker to enter. The Contractor is responeible for nornIng the 'Competent Indffiduar In accordance with CFR 1926.6. Sloping or benthing for excavations greater than 20 feet deep mud be approved by a registered professional engineer (www.ashegov). 5. Safety ie solely the responsibility of the Contractor, dm is also eddy responsble for the condruction means, methods, techniques, sequences or procedures, and for mlety precautions and programs In connection with the Work. 6. The Engineer thee not ham control over, charge of, or responsibilly for the combection mean. methods, techniques, eequencee or procedures, or for safety precautions and programs In connection with the Work. the Engtheeee review shall not constitute approval of safety precautions or of any conetructon means, methods, technique. eequenme, or procedures. 7. Examine ell local mnditbrms at the site, and assume responsibility as to the erodes, contours, and the character of the earth, existing conditions, and other Rona that may be encountered during excavation work above or below the miffing grade. Review the drawings, specifications, and geotechnical report comring this week and become familiar with the anticipated site candrtione. 8. Refer to the architectural pions for building and sloop dirn.sIone, site layout and dtlneneions, pavement motion. and details, striping, and other elle features. 9. A limn.ed surveyor shall perform conertruction staiing. The Contractor chat provide and be responsible for the elating. Verify all pion and detail dimenelons prior to conekuction dating. Stake the limits of walkways and curbing prior to volvebox, ...nonce hob, and catchbasin Adjust vokebox and mointenance hole beaten. In order to avoid confkts with curb and gutter. Adj.t cote:Mode locations In order to align properly with curb and gutter. 10. Provide temporary fences. barricades, coverings, and other proteffions km order to preserve miffing Items to remain, and to prevent Injury or damage to Pelson or popery. 11. Provide all traffic control required In order to canstruct the proposed improvements. Traffic control design and associated government approvals ore the responeibility of the Contractor. Comply wItin tool authorities and the latest version of the littlesseto Lemont an Uniform Truffle Centred De.. (18.1LITC0), including the ftgjd Manual for Temoanary Traffic Control bone lowed& If the temporary traffic control zone effects the movement of pedestrians. provide aiequote temporary pedestrian access and walkways. If the temporary traffic control ea. affects on acmes'. and detectable pedeetrian facility, maintain accessibility and detectability along the alternate pedestrian route In accordance with the provision. for pedeetrion and worker safety contained in Port 6 of the MMUTGD. 12. Connect to miring sanitary 1/seer Mir. by innoredrilling. Connect to cabling dorm e.er 11Hie by either smoitting or ooredribng. U. over or dolls that provide water to the blade. Meet al City standard. and epeoffications for the the connection. Reconatroct Inverts after 'Mediation. Use sate stop gaskets In order la proKde watertight seal. when penetrating a structure was with a pipe. Take measurements before beginning construction to ensure that smoke connections do not cut into maintenance areaes dada. joints or pipe bond Jaime. 13. Complete remove existing concrete and masonry structures that are located within the proposed building and future building expandon oreas. MI other siebng sewer and watertnain pipes that ere to be abandoned shall either be removed, or completely filled wOh eand or met... low strength material (CLSM) also known as Bambino concrete fill. Bulkhead ends of the pipe segment to be dawn...toned with concrete. NI other miffing sanitary ester and storm sewer ha that are to be abandoned In place shall be abandoned as follows: (1) remove matinee, rings, and top section., (2) bultheod any plpe opening., (3) break two 4-inch diameter holee In the barrel at the bottom of the etructures for dominoes and cover the hobs 04th goateed]le filter fabric, and (4) fill the dentures with eond or CLS1.1. 14. Tertiary and Ins.cliong All plumbing inatellffion. Including water and sorer aervices, murk be teeted and Inspected In accordance with ea requirements of the Minnesota Plumbing Code (Minnesota Rules Chapter 4714). Coordinate testing and inspecton with the State Health Department and the City Public Works Department. No drainage a plumbing work may be covered prior to completing the required tests and inspections. 15. SuseffignaLlYelefereLessffi Construct semr and water service. In accordance with Minnesota Rube part 4714.720 and 4714.721. Provide a minimum horkeetal separation of 10 feet between all water and sewer roes. Ineluding marysies, catch bodes, storm , watery sewer, drainthe or other potential mama far contamination In accordance sith Minnesota Rule. port 4714.609.6. he the separation distance from the outer edge of the pipe to the abler edge of the contomination source (airier edge of structures, piping, etc.) At water and sneer crossings, the bottom of the water pipe located Rein ten feet of the point of erasing must be at least 12-inches above the top of the sewer. Whin this Is not feasible, the sewer pipe materiel must be approved for use Inside of or within a building in occordonce with the requirements of Illenesolo Rule, part 4714.701. Only AST)/ D1785, D2665, F891, or F1488 Schedule 40 PVC moy cross above or Ism than 12 inches below potable water tine, thee Minnesota Rubs part 4714.720.1). No joints or connections ore allowed on the water line within 10-feet of the cresting. 16. Coordinate building effiRy connection 'mations at 2 H. out from the proposed building with the Interior Plumbing Contractor prior to construction. Verify water and sewer servim locations, sizes, and elevations with the Mechanical Engineer poor to construction. Coordinate construction and onnections with the Mechonkol Cakes!. 17. The subst°. utility Information shown a this plan is utility 0.1ity Laval O. fhb quality level was determined according to the guide.. of Cl/ASCE 38-04 effilled 'Standard Guideline for the Collection and OmictIon of ExisUng Subsurface Oblky Data' by the FHA 1B. The Waltham of existing WfrUw shown an this plan ore from .card Information. The Engineer doew not guarantee that all existing uhlilles ore shown or, If shown, exist In the 'mations Indicated on the plan. K b the Contractor's resparsibility to mmrtain the final vatleol and horizontal 'oweon of all siding unities (Including water and sewer lines and appurtenance.). Notify the Engin.r of any descrepancles. 19. The Contractor Is moldy remoulds for al utility locate. Contact utility mammies for 'mat . of all public and private °Mee within the work area prior to beginning condructIon. Collect GOPHER STAlE ONE at (651) 454-0002 In the klinnmpore/SL Paul metro area, or 1-800-252-1166 eisewhere In ffinnesota for coed location of edeting Watt. ailast 48 woridng hours (not including weekends and holidays) before beginning ony conetmetbn In accordance with Minnesota Statute 2110. Obtain ticket number and meet with representoUvee of the earthus utlIttles at the site. Provide the Owner with the ticket number Information. Gopher State One Coll Is a fres service that locates municipal and utility company lines, but does not locate private unity lime. Use an Independent locator service or other means In Order to Obtain locations of prhate utility lime including, but not limited lo, undergrmnd <lettdc cakes, telephone, 1V, and lam spriffider lines. 20. Pothole to verily the positions of existing underground loonies at a sufficient number of lecatione in order to assure that no mnilict with the proposed work exists and that suffident clffirance is available. 21. Where ablating gas, electric, mi., or telephone utilities conflict with the Work, coordinate the abandenment relmation, offset, or support of the existing WINn den the appropriate local utility companie. Coordinate new gas meta and gas line Installation, electric meter and electric eenice Installation, cable service, and telephone aerobe indentation with the local ably compere... 22. When working near existing telepisne or electric odes, brace the poles for support. When working around .thtling underground utilities that become exposed. provide eel/Idea lappet coder to prevent exmasho dress on the siding piping. lhe location and preservation of existing underground utibles le eddy the reeponsibility of the Controctor. 23. Temporary support ...tome are the reeponalblay of the Contractor, who is also solely nesponsible for the contraction mea methods, technique. sequences or promduree, and for safety precautions and programe In conn.ton with the temporary support system, Temporary orary support madam indude, but are not ernited to, shoring. sheeting, bromine, anchorages, examation support coll., directional boring, auger jacking, .1 stobilizatthn, and other methods of protecting existing improvements. 24. Arrange the and secure suitable disposal ore. off-site. Dispose of all excess sal, waste materiel, debris, and all e.t.a, not designated for sokage. Waste material and debris includes tree,, dorms, pipe, mmerete, aephaltic concrete, cans, or other wade material from the meet/action operation, Obtain the rights to any wade or. for dimmed of unsuitable or surplue Material either shovel or not shown on the pions. Alll work in (reposing of well material shall be considered incidental to the work. disposal mist conform to applicable solid cask disposal permit regulations. Obtain all necessary permits at no met to the Owner. 25. Store and protect existing site features that need to be removed and replaced in connection with the Work Replace damaged or stolen site features at no addrUonol coat to the Owner. 26. Straight Ern saw-art existing bituminous or concrete surfacing at the perimeter of pavement removal arrow. Use KINVO that provide water to the blade. Do not allow the Blurry produced by Ude proms to be tracked outside of the immediate work area a discharged into the sewer mistem. Tock and met, all tonne...ins to existing bituminous pavement. 27. Reboote overhead poser, telephc., and cable line. as required. Seal and minor any ea:tiling unused .-site wells and septic systems in accordance with Minnesota Department of Health (MOH) requirement,. Provide the NON with a Well and Boring Sealing Record, or certify In writing that there are no unused wets on the properly. 2g. NI meter'sle required for this sork aeon be now material conforming to the requirements for dam, kind, grade, dm, quality, and other details sp.ified herein or as shown on the Plans. Do not use recycled or salvage] aggregate, asphaltic pavement, crushed concrete, or scrap shingles. Unless othesrise indicated, the Control., shall June. oil required materials and labor In order to perform the conetruction In omenionm with the conetructbn d.umente, specificetkne, and regulatory agent.. 29.1teconetruct drivermnys and patch street to match existing pavement section and erode. Sod right-of-way. Restore the public right-of-my at temporary conetniction entrance loeffiene. Replace any concrete curb and gutter, Mundelein pavement, sidewalk or meat. cover damaged by the construction activity. Restoredamaged turf with sod will. the public right-of-way. Rs work area shown is general and may need to be adjusted in the field. 30. Gut teodproIl order to II. re ebels'171=mann'ew",,r:m.whre:.?:,:°:.°.71.1*Vtig sod to ti.niedib%","Zelh.1207:. dunned. 31. Document adding corditk. (photographs, video, field survey, etc.) In order to enable restoraten to match existing conditions and In order to ensure that reelered arms hove podtive drainage similar to existing condition. 32. ProKde positive droinoge every Corn building. at all times. Provide and maintain temporary drainage throughout coed/Ireton until the permanent drainage eye., and @tinctures are in place and operational. Install temperer/ ditches, piping, pumps. or other comm as neceeeary In order to insure proper dralnoge at of times. Provide low points of building pede or roadways with positive cutter,. Do not block drainage from or direct excess drothoge to ailment property. 33. Protect all structural and landscaping not lobed. for demolition from damage during corstest.n. Provide protective coverings and .dmuris as nece.ary to prevent damage to existing work that b to remain. Existing work to remain may include items such as trees, shrubs, lawns, sidewalks, drives, curls, utilities, buildings ond/or other structures on or adjacent to the site. Provide temporary fences and barricades os required for the cafe and proper execution of the work and the protection of pavan and property. Protide building *worry. and mien. monitoring In locations where demolition, excavation, underpinning, pile driving, compacting, or similar work is to be performed adjacent to or in the vicinity of siding Retire on, on mite or off -erte areas disturb. directly or IndirecUy due to °obstruction to o condition equal to or better than the existing condition. 34. Protect mks grades from damage by surface water runoff. 35. Full dadn strength is not avolieble in bituminous pavement areas unto the final lift of asphalt is compacted Into Oise. Prolmt pavement are. from .erloading by delivery trucs, construction equipment, and other vehicles. 36. When vowing or drilling concrete or mammy. use DO. that provide water to the blade. Do not allow the Blurry produced by this prom. to be tracked outdde of the immediate work area or discharged into the sewer system. 37. Adjud all public and private whackers, including curb elope, volve boxes, maintenance hole cowlings, mtchbosin wstlnge, deonoul cown, and eimilar Items to finished erode. Comply with the requirement. of each structure's owner. Structures being reset In paved areas mud meet the owner's requirements for traffic loading. 38. Grading for all sidewalks a. accessible rout., Including driveway crcesings, shall mete. to current Slats and Federal Americans with Disobilities Act (ADA) requirements. In occordance with IDA Sedge. 403.3. dopes droll not exceed exceed 29 cress slope or 5X In the direction of travel. Sidewalk omen to external building doore shall be AIM compliant Acmedble porting della shall not exceed 28 elope In any direction. 39. Curb move on accessible routes shall comply with sections 405 and 406 of the Americans with Disabilities Set Acc.sibility Guidelines (AZIAAG). 40. baldl all pipe with the ASTI/ idenUficollon numbers on the top for inspmten. Commence pipe laying at the lowest point In the proposed sewer line. Reid verity that there Is peseta, drainage at the Whorl location. Lay the pipe with the bell end or receMng gr.m end of the pipe pointing upgrade. When connecUng to on siding pipe. ucover the sniffing pipe In order to oflow any adjustment. In the proposed line and grade before laying any pipe. Do not loy pipes In water or when then trench condition. ore unsuitable for each work 41. Obtain and pay for all permit., tests, Inspections, etc. required by attendee that have briedthion over the project including the NPITES permit from the Stole. The Controctor le reefs... for all bond. letters of credit or ash lamellae related to the work. Famed. and impact work in accordance with Go local ond state cod., rules, ordinances, or regulations pertaining to the particular type of work invoked. 42. Measure pipe length, from center-of-structure to center-of-sffixture, or to the end of omens. 43. Obtain permits from the City for work In the pub. right-of-my. 44. Construct sanitary sewer, watermain, and storm sewer utilities In accordance with the City Engineer's Assadotion of Minnesota Standard Spedficallons aectione 2800, 2811. and 2621 dated 2018, or the Went raked edition. 45. These plans, prepared by Suede Engineering, PUS., do not extend to or include eysterne pertaining to the safety of the mnstmetion contractor or It. employees, agents, or representatives In the performance of the work. The sml of Sande Engineering's registered profesionol engineer here. does not exiled to any such safely systems that may nor or homelier be incorporated Into there plane. The conetruction contractor shall prepare or obtain the appropriate solely systems which may be required by U.S. Occupational Safety and Health Administration (OSHA) and/or tocol regulations. 46. Existing Wilkes shown on Ale plan are located oe accurately ore poseible. Hovreme the Engineer does not Tremontee that all utnlities are them, or N shown ore in the exact locations indicated on the pion. It is the Contractor's r.ponsiblilty to ascertain the final vertical and horizontal location of oil existing utilltles (including munkipol water and sewer lines ond appurtenances) and to notify the comae of the utilities a minimum of 46 working hours before darling conetruction In a glen area, requesting location In the field, as exact ae poseible, 01 all Wlitie, which my be offmted by the construction. 47. Ifigeillies 'neon locating wiree on a1 conductive and non-conductive dorm ewer, watery sewer, ond water lin. in accordance with the Wesson/ Rural Water Association (MBNA) Trace Wire Specification Guide and Details (wesernova.com/PDF/TroceeffireSpecGuldeflmthebg.per). Use /12 HOPE-Insulated copper-clad steel wire rated for underground servim. The color of the inmiffing jacket shall be os follom: groundwred, lam mmomegreen, sanitary s.er=green, and water ...blue. Install the wire on the bottom side of the pipe below the spring line. Fasten the wire to the pipe with tape or plas. Les at 5' Intervals. Do not wrap the trace wire around the corresponding Lathy. Do not connect the trace wire to existing corduelive 0601,,. Use CopperheadNyco. 3-Way or Lacking Snake Bite connector, rated for underground direct bury appticatbns or approved equol at oN creasing, or service conemtbes. Tele on connectors are not allowed. Trace dm mud be properly grounded at at dead ends and services. Install grade-level/in-ground trace wire °mess bowee and drive-In magnesium grounding Grades at all d.d ends, services, and Me hydrants. Trace wire acme, boxes droll be color coded es follows storm sewerewgretn, sanitary ....green, end water finemblue. 4e. %USW& Won.° Tea; install detectable underground warning tope directly above ail underground utilities at a depth of 457 mm (18 inches) below finbhed grade, unless otherethe incecated. Underground warning tope shell be 3-Inch,, wide with a minimum 5.0 mil .oral thickness. Tope Mall be manufactured wing a 0.8 mil clear virgin polypropylene film, reverse printed and laminated to a 0.35 mil solid aluminum loll care, and then laminated to a 3.75 mil clear dregIn polyethylene film. The aluminum bonding makes underground assets easy to find using n-fem. locator. Tape shell be printed using o dlogonolly striped design for maximum risibility and meet the APWA Color-Code standard for Identification of burled utilities Use Pro-Une Safety Products (wreproeneeinfety.corn) detectable marldng tope or approved equal. 49.U/trete Powcrinkt Tob,bric., When the concrete hoe hardened serffidenUy check it with etraightedge Surface smoothness deviations dell not exceed 1/4 inch (I worn) from the wtrolghtedge pieced In any direction, including plow-anent along and spanning any pavement Joint edge. ImmedinetelY grind down with on approved grinding machine ore. In a slob .hewing high spots of more than 1/4 inch (6 mm) but not exceeding 1/2 Inch (13 mm) to en Serration that will fall within the tolerance of 1/4 inch (6 mrn) or 1.s. Remove and replace pavement where the departure from the specified crommmtion .wade 1/2 inch (13 rem). 50. lifitiffileovttlammeaLlothransez Meek Manisa. pavement surfaces meth a 10-feet (3-meter) straightedge. Remove and replace any part of the bituminous pavement when the deviation of surface baths. In excess of 1/4 inch (6 mm). After compothion, the thicken,es of ouch bituminous cowmen ohol be within plus an minus 1/2 in. (13 nth) of the iffickneas shown on the Nam. Remove and replaces any part of the bikini.w pavement that Is constructed with lees than the minimum required thickness. 51. Penance! Monies. Tothenes; Lateral deviation from established alignment of the pavement edge shall not exceed plus or minus 0.10 foot (30 mm). Vertical derlotIon from established grade of the pavement shall not exceed plus Or minus 0.04 foot (13 mm) at any point. 52. TameilleletellMie Tope. that be graded to plus or min. 1/2 Inch of the mecified thicken. 53. See ordlitechmel for building waterproofing and foundation domino., 54. Provide as-builts in emordence with aty and Watershed District requirements. Record es-built Information aa constmclion progresses or at appropriate construction interval.. Secure and deliver to the Owner as-built information showing locations, tap, offi in.rt iithations of maintenance hob. cotchbosins, doormats, Inlet end outlet pipe., valve. hydrants, and related structure.. Loa:Rion Um ehall be to permanent landmarks or banning*. 55. Test repods required for project close-out include, but ore not limited to: density test reports, bacteriological tee. on the water system. immure thee the water system, leak tele on the sewereystem, and deflection tests on of l HDPE SITE CLEARING: 1. r P eg erf ,, %rn rn. a n il t. cle e.n orf u rtund h zrIbbreg work In accordance with the provbions of 1/NOCIT Standard Sp.irthation Section 2101. and the additional 2. Clearing la defined as the complete removal and disposal of all portions of natural and ortifidal objectionable material, structure. asphale concrete, mummery. trees, shrub.bushes, windfalls, gram sod, and other vegetation in the deeignoted areas that exist on the mrlace except stomps. Grubbing ie defined as the excavation, removal, and Romeo' of all portions of note.' and °Meld objectionable materials, eruct... trees, One's, bushes, Medals, and other vegetation that exist below ground induding stumps. 3. Clean and grub the meethiction area in advance of the grading operation. Avoid rernovd of trees and surface vegetation wherever possible. Schedule construction in order to expose the smallest erection area of see at any given Ume. Implement appropriate construffion phasing. vegetative buffer strips, on slope grading, and other construffico practices thot minimae eroskon. 4. Btletringeasie Completely remove all stumps. roots 40 mm (1.5 inches) In diameter or larger, buried logs, and all other objectionable material occurring within the lines of the n. building and to horizontal distant. of 4,5 m (15 feet) beyond the building walls. 5. ether Ames Grub all stumps, roots 40 core (1.5 Inches) in ofiameter or larger, boded loge, and all other objeffienathe material occurring within the grading limits to a depth of not lees than 1 m (3.28 feet) below the existing ground mrfoce or subgrode excavation, whichever is deeper. 6. Back. and compact all depressions resulting from the clearing and grubbing operation with suitable material in order to make the surface conform to the original adjacent swims of the ground. 7. Alter the site ha. been cleared and poor to any cutting or filling operations, strip all topsoil and organic soils from arms to be built upon. poved, or where grade. ore to be changed more then 152 mm (6 Inches). Strip the pining taps. to whatever depths encountered. Prevent intemningling with underlying sibs., or other objectionable materiel. Remove heavy growths of greed Iron, argue before dripping. Where trees are to be lert standing, atop topsoil stripping a sufficient distance away Born the trees In order to prevent damage to the mein root system. 8. Stockpile soil to be re-used In en area dear of the new mistruction. Remove .ccs. sell from the site. 9. Construct elockpiler In a manner that will freely drain aerie.. water. Motet:an .ail dockpli. free from debris and trash. Do not obstruct site drainage. Do not exceed a stoekplie depth of 13 feet. 10. Keep the soli stockpile damp In order to prevent drying end dust. 11. Install Offence or other effecUve sediment controls around all temporary soil stmkplles. Locale soil or dirt stockpiles such that the dothslope drainage length Is no lees than 8 m (25 fest) from the toe of the pile to a eurface water, Including stormwater comeeyances soh as curb and gutter systems. or conduits and ditches unless there is a bypass in plam for the starrewater. If remaining for more thin7 days, stabilize the elockplks by muddling. vegetothe cover. tarp, or ottown means. Curing street repair. cover construction soil or dirt stockpiles located cloesr than 8 m (25 feet) to a madeay or drainage channel with tarp., and protect dorm sewer Inlet. with sit sacks or stoked eltlence. REMOVAL NOTES: 1. The eubeurfacs trilby Infommalon shown on this plan le Wfity Gaiety loud D. This quality level woe determined according to the guldefnes of a/ASCE 38-02, entitled 'Standard Guideline for the COleetion and Depiction Of Dieting Subsurface Utiely Dater' by the FHA 2. The locations of miffing Webs ehorn on trio plan are from record Information. The Engineer does at guarentn that off exierthg Wits. are shown or, N shown, exist In the locations indicated on the plan. It b the Contractors responsibility to ascertain the final vertical and horizontal location of oil slating cNilks (Including wirier and sewer lines and oppurtenanms). !batty the Engineer of any discrepancies. 3. The Contractor b solely remonelble for all utak last.. Contact utility companies for locutions of all public and private utilities within the Weft, area prior to beginning mnstruction. Contact GOPHER STATE ONE CALL at (651) 454-0002 In the Minnemporiryst. Paul metro area, or 1-800-252-1166 elsewhere in Minnesota for erect 'earl/one of existing utilities at !sect 48 working hour. (not Including weekend. and holidays) before beginning any c.struction in accordance with Minnesota Statute 2160. Obtain licked number and meet with repreaentaUves of the various Wallets at the cite. Provide the Owner with the ticket number information. Gopher State One Call Is a free Bence that locates municipal and utility company Fn., but does not locale private utility Ins. Un an independent locator service or other means in order to obtain Imotone of private talky line. Including, but not limited to, underground electric cables. telephone, IV. and born eprinIder In... 4. Buildinge, fmturee, surfaces, and other de.riptive references shown on this drooling an, for informotionol purposes only. Field verify all Information relevant to the project prior to proceeding with the work. thel the site and determine ace vile conditions and hazard.. 5. Examine all local condOiene at the He, and amens responeibirity as to the grades, contour. and the character of the earth, ending conditi.. Oink location., and other Kerns that may be encountered during excavator work above or below the tabling grades. Review the drawings. epedficollons, and geotedvnicol report covering this work and become familiar with the anticipated site comet/ens. Notify the Owner and Engineer immediately if any disempancies or unthown utilities are found that impact the design or impair conduction. 6. tingly the Omer aid Engineer Immediately of any changes or unforeseen conditions that could result in additianal mat as soon as they ore discovered so that they eon be properly documented. Failure to notify or covering un-withessed work chatk resift in rejection of claims for additional compeneation. 7. Protect all structuree and landscaping not labeled for dernortion from damage during c.atruction. Provide protective coverings and embower. necessary to prevent damage to edelIng work that Is to remain. Existing work to remain may Include Kerns such as trees, Mm's, e/midis. drives. curbs, uUrbes, buildings end/or other structures on or adjacent to the demolition site Provide temporary fences and barricade. one required for the safe and proper execution of the work and the protection of persona and property. Provide building surveys and seismic monitoring in locaUone where demolition, excavation, underpinning, pile daring, compacting, or similar work le to be performed adjacent to or In the vicinity of existing structure. Reborn any on-site or off -site areas disturbed directly or Indirectly due to construction to a condition equal to or better than the siding condition. B. Irstoll high density polyethylene safety fence. 4 ft. high. International orange, at the Drip Line or of the Critical Root Zone, whichever Is greater, of trees to be preserved. 9. Install construction entrance and perimeter control as soon ea demolition operations allow. 10.11 Material bee.ed to be asbestos or pdychlorinated biphenyl (PCB) or other elmilar hazardous or tondo subetances ore found. Immediately stop work and report the condition to Us Miner end Environmental Engineer in writing. If suspected material is detemdned to be asbestos or PW or a eirnear hozarda. or boric 'vbs.., do not commence work until the material her been rendered harmless or removed. 11. UmR corstrucUan actIvitbs to the consfructkn limite shown on the plans. 12. Perform all work in aemrdence with the lave, ordinances, rule*, regulatiene. and orders of any public authority having jurisdiction. Secure and pay for permits. cow...enlal fow and thens. necemary for the proper execution of the demolition work 13. Prior to the dart of ony dernoliton or. disconnect or amass for the disconnection of utak salvias connections to buildings/structures to be demolished such as water, gas, electric. cable, and telephone In accordance with the regulortiors of the utility mncerned. Re-use of any existing services shell be al sewer. the discretion of the utility other. Seed storm and sanitary .wen laming from structures to be demolished. Coordinate removal of private INthies with each individual utility owner prior to conetruction. 14. Completely remove exieting concrete and mosonry structures that are located within the proposed building and future building expansion area. NI other siding existing sewer and watermain pipe. that as to be obandoned shell either be removed, or completely filled with sand or lean Mx grout. All other miffing sanitary sewer and dorm sewer structures that ore to be obondoned h Mace shoe be oband.ed by first breoling the bottom. of the aboctures and then filling them with sand or lean grout. 15, Dem.eh and remove existing buldirgs, heds, and other structures as indicated. Demolleh existing buildings, structur., feeling., floors. and foundations completely, Including basement. Completely remove deeps, step., porches, porta, and eimilor corthoiction. Completek remove floor construction, including basement., rmordless of elevation. Completely remove dolma., furnace. piping content., debris, and oil other material. from vrithln the existing baserrsnte. 16. Coordinate relocation of tally poles with the local WFAy companies. Restore ony dmtrlc bondhdes, Nebo.. power poles, by lines, or dominions dieturbed by the construction activities In accordance with the requirements of the utility owner. 17. Blasting is not allowed. Demon. Kimono, wails km email mato. 18, thoroughly wet down construction during demolition in order to present the weed of duet. 19, Remove all siding pavement and base material that conflict. with the proposed pavement, grading, and structures. Straight line sow-ort existem bituminous or concrete seaming at the perimeter of pavement removal oreos. 20, Refer to the construction document. for areas of roadways that are required to be disturbed for utility Installation. 21. Remove all endsUng mortem features Ineluding, but not limited to, concrete and bituminous pavement, concrete and bituminous curbing, mammy. fencing, retaining Ovalle, seven walks, concrete apron., db. lighting and Mated foundations, site spedlk demoge and related foundation., bollards, landscaping, and staimays within the construction knits unless ffisorise rot.. 22. All facilities to be removed shall be undercut to suitable subgrade material and brought to grade eith suitable compacted MI material In accordance with the epacificatione. 23. Remove all portable curbs within pavement remmal areas. 24. Remove deb., waste. and rubbish promptly from the wile. On-elte burial of debris le not permitted. Bum no debits on the site. Solvoge material not otherwise indicated to be eau.ed shoe become the Contratoes property owl Is to be removed prcernptly from the site and disposed of in debt accordanoe with Al appicable law. regulations, and/or stake.. 25.0n a nighty bads, leave the wale Ale in a condbon that minimizes the potential for erosion. 28. Provide site security as nmessory In order to prohibit Vandallam and theft during and after normal teak ham throughout the duration of the contract. 27. Maintain vehicular comes to the site for delivery and impection during maned operating hours. Al no point throughout the duration of the contract eholl cirmletion of odjecent streets be blocked without approval by the City. 28. Refer to the Architectural plane for additional rernovob. CITY OF EDINA JAN 1 9 2023 DEPAR TiviLNT 1SW CIVIL AND ENVIRONMENTAL ENGINEERING SERVICES US INTERNET 6444 XERXES AVENUE SOUTH EDINA, MN 55423 DATE REVSION I HEREBY CERTIFY THAT THIS FLAN, SFECF CAT ION, OR REPORT WAS PREPARED BY ME OR UNDER hlY DRECT SUPERVISION MID THAT INA A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE 0 MINNESOTA Ends Mundityk DATE 01/1612023 21468 INFORMATION PROJECT NO 22-556 ERNAII BY Im CHECKED BY on APPROVED BY tivn SCALE gapnc DATE 0111112025 EESCRIFT;ON GENERAL NOTES SHEET 152 C4 22-558 T. , R. , S. Jul DRAWING: \\wryer \ Project° \2022\122-558 US Internet - 6414 Xerxes Avenue South - Edina, MI1\2023-01-16 \22558010.dirg LAYOUT: C4 - General Notes XREF: XREF: survey %REF: Medan SITE GRADING: 1. Visit the site. Become familiar with the site and exkUng site conditions Including available son reports. Thiamine all local conditions at the site, and auurne reaponsibility a! to the modes, contours, and the character of the earth, existing conlfflong, and other items that nay be .countsnael during ...oration work oboe or below the existing erodes. Review the droving, and specHications coming Vie work and become tomato. filth the anticipated site conditions. 2. Unless otherwise noted, all map.. grade. Mown aro finished grade. Finished gr..s at points between epot ekvat1.1 or contours on determined by uniform slopes between ha given grades. MI proposed spot ekvatkne shown at curbilnes ore to bottom of curb (guttertine) sinless 01/NrIVIse indicated. 3. At locatkons where new work connects to existing work, field verify exleUng elevations and grades prior to beginning the new work Match existing grades at constniclion Smite. 4. If groundwater Is encountered In the may.. or If the imposed sole are wet and unstable. contact the Owner er the Engineer for r.ommendatIons front the Geotechnical Engineer. 5. Due to the location of adjacent structures, it may be necessary to apply slope stabilizaU. technlqu. In order to excavate to the final foundatkn elevations. Refer to the geolechnicol report by the Geotechnical Engineer for requirement. regarding acceptable methods. Remove all uroultable oterkl (or.nic soils, uncontrolkd fill, debris, ond natural or ornficial obstructions) In the zone from 1 m (3.28 feet) below the finished .ubgrade to finkhed eubgrade in the proposed pavement mos. Compact bockfill in all utility trenches to 95% Standard Proctor mcoirnurn dry density (ASTM 13698-78 or Al5/163 T-99) horn the pipe zone to within 1 rn (3.28 feet) below the finished bgrace, and 100% Standard Proctor nucdmum dry density In the Anal 1m (3.28 feet). Provide density lade In backlit. and fill. placed beneath footings, slobs, and pavement. At least one compaction test is required for artery 100 feet of trench at vertical intervals not exceeding one foot. B. Compact all fill placed In pavement are. In mordance with MNDOT Standard Specification 2105.3.11 (Specified Density). Compost all fill placed wader bonding. in accordance with the re.mmendations of the Geotechnical Engineer. ft Comply with the requirements of 0.5.11A. 29 CFR, Part 1926, Subpart P, 'Excavation' (www.ogha.gov) 29. Construct all proposed sideslopes with grade. not emeding 3:1 (3 horizontal to 1 verUcol), unless otherwise indicated. 30. Provide pada« droimge oway from Wading, at all times. 31. Teel roll the building and pavement anao in the pr..w of the Geolechnicol Engineer. Perform bose preparation ond test rolling prior to curb and gutter construction, placing of gravel base, and/gravel cub-Dose, bituminous stabilized base, or plant mixed bituminous lose on all street and pavement areas. Test roll the area between 300 mm (12 inches) outside of the bock of the curbs on either aide of the paved areas. Use a heavy pnesrmaUc-tired roller, towed by suitable tractive equipment. with two wheels mooed not lees than 1,800 non (71 inches) opal (transversely canter to center), tire Sae equal to 18.24 or 18.25 (113' wide) Inflated to a pressure of 650 lard (91 pe), and a groin mass of the roller not less than 13.5 metric tons (14.9 tons) and not more than 13.7 metric torn (15.1 tons). Test roll the above specified area In a manner such that each part of the area comes In contact with one of the tine at kast once. Operate the Mani roller at a stood of not less than 4 km/h (2.5 mph) and not more than B km/h (5 mph). The subgrade shall be considered unstable If, at the time that the henry roller paesea over the «bgrade, the surfoce chows yielding or rutting of more than 50 mm (2 Inches), measured from the original surface to Do bottom of the rutCornet any soft spots or divorcement. which appear during the teat roiling by scarifying, °grating or watering, and roc...tine as required to obtain stabinty; or by excavating to cold materiel and baddillIng withmaterial suitable for Mao construction. Remove material such as vegetation. rubbish, large stones. peat, and wet clay. Retest the area after .rection. No test roll shall occur within 10 Net of any subsurface dorm water retention/detention mem. 32. Perform soil correction procedure. and compocUon In accordance with the soils report 33. Remove all fill soils from beneath all building foundations and their 1 to I horizontal conniving area. Nolo. with on engineered All. Refer to the Geotechnical Report for details. Coordinate Inspection and approval of the bottom of all foundation excavation, with the Geotechnical Engineer. 34. Coordinate inspection and opproval of all subgrades within the bulking and pavement areas with the G.technical Engineer. Coordinate inspection and appnaval of all fill material, prior to plosion.« within the bolding and penmen' areas with the Golechnical Engineer. Use only uncontaminated fill material. 35. Conduct on grading operations in a manner that minimizes the potential for site erosion. 36. Grade the Me to the finished elevations Morn . the pion. Import embankment material, or remove and dispose of excess as materkl ea 'squired. Provide wade areas or disposal sites for excess motional Including, but not limited to, excavated material or broken cancrvto that Is not d.elreble to be incorporated Into int rook involved . this project. Deterntinatkn of material Import and export quantities ts eddy the r.ponsibroty of the Contractor and the coat of material Import and export Is incidental to the contract. 37. Scarily areas to r.eho aggregate surfacing to a minimum depth of B Inch. and compact to 95% Standard Procter Maximum Dry Density (ASTM 0698) with the moisture content al the soil at the time of compaction not less thon 2 percentage points below and no more than 2 percentaee points above the conte moisture content. 38. Protect existing trees In the boulevard during emotructIon by installing temporary fence around them. 39. Inotoll high density poiyethylenc eafety fence, 4 ft high, international orange, at the Drip Uoc or at the Critical Root Zone, whkhever 13 greater, of significant trees/woodknda to be preemie.. 40. Structurally support exterior ohm, dorms, and dabs at each entry into the binding on frost-depth foundations bearing on footings at ked 5 feet below final grade. Securehy tie the foundation walls to the rcoUngs with steel reinforcing so that any frozen soil adhering to them does not heave them off of their footings. Floor lr,ulatlon along all Odes of the verticol foundation walla In order to prevent freezing of the bacilli to the walla. Provide at ban 4 Inches of void apace between the bottoms of the step, stoop, or dab and the underlying son In order to tallow for eon heave. Dowel all abutting walkway. Into the stoops. 41. Tokroncee The compkted eulograde under siaba and pavement creco shall be compacted, free from irreguks «dove <hang., and fine-graded not more than 16 mm (0.05 feet) above or below the specirkd subgrode ekvation. The .tipried ...grade in other are. shot be compacted, free from Irregular «dace change, and fine-groded not more than 30 mm (0.10 feet) above or below the opeoHisci «Mpg. devoUon. The completed top of topson shall be compacted, Are, from Irregular surtow changes, and fine-graded not mole than 16 nun (0.05 feet) above or below the specified finished grade elevation. 42. Choose equipment and work procedures that will not dietab the sobered. sone. Route c.druction traffic away from foundation soils and areas of ponernents and slabs in order to minim. soil disturbance. H the construction equipment causes reciting or coil pumping, then switch to other types of equipment or melba.. The Contractor to solely responsible for the proper rolectico of conetmchon equipment in order to avoid disturbing .011. on the site. 24.11 le typical to obbrevide spot derotione. Elevatione Mown or 12.8 or 12-1 ore understood to mean 912.8 Of 912.1 respectively. 25. Protect oil newly graded or.s from baffle and erosion. Keep all newly graded areas free from Mash and debris. 28. Repair and reeetoblIsh grades In .tUed, eroded. and rolled crane. Restore erodes to the specified tolerance. Re-seed and re-mulch turf 27. Scarify, reeham, resurface, and revamped to the required density all areae dIelorbed by 'subsequent conetructran operations or adverse weather. CONCRETE SLAB NOTES: I. Ni materials required for thin work shall be new material conforming to the requirements for dos, Mod, grade, eke. quaky, and other detail. sp.111led herein or a. shown on the Plans. Do not use recycled or salvaged elegregarc, 0441011k pavement crushed <orkeete, or scrap shingles Unless chord. indicated. the Contractor shall furnish oil required materials. 2. Compact e thick aggregate base in accordance with MNDOT SPEC. 2211.3.D.2.a. 3. Concrete far Exterior Slobs and Pavements. Portland cement concrete for exterior slake shall have a 31 14Po (4,500 pet) minimum 28-day compressive strength with on Or content of 5.5% [h1.5%] of the measured volume or the freshly mixed concrete rod a slump range of 2.-5'. NI concrete shall be In accordance with IANOOT Standard Specification 2461. mho 3F52. Refer to the ONDOT Specifications for complete mh requirements. U. a water/cement ratio of 0.45 or less for c.crete exposed to dekers. Concrete aggregates shall be free of organic 'moraine, chert, shale, or °U. deleterercue «batons« 4, Concrete Sealer Apply TK-111-NOTE 28 W Chlorinated Rubber Epoxy Concrete Treatment. or approved equal, to all extol. portland cement concrete pavement. IX-TRI-ROTE 26 W Ie a special formula of chlorinated rubber and epoxy manufactured by TX Products Construction Coatings (www.tkproducts.corn). It is formulated to cure, sod, and harden concrete. 5. AI .ricrele eta. shall be as Indicated on the plane, but not less than V thick with 6 inch x 6 inch - /10//10 wire size welded wire mesh reinforcing. 6. Divide exterior globs Into square panel, of uniforn size generally containing not more than 3 square meter. (36 square feet) of area. 7. Provide preformed exponelon nts using 0.5' thiamine at locations where the concrete adjoins any exioUng fixed objects ouch ao existing pavement. walls, building kundaUons, or joi other rigid etnkturee. 8. Concrete reinfor.rnent volt consist of gahanhed steel nre, rode, and bars. These corr.ion reeletant concrete reinforcing products shall be produced by botch hot dip gahranhing or by continuous hot dip galvanizing. In either wee, zinc coaling, provide Ione lading .rrovian protection. Zinc coated reinforcing steel shall meet the requirements of AST11 A767 Zinc-coated (galvanized) steel bars for concrete renformnent and ASTII A1094 Spedficatko for continuous hot-dip golvanIzed 'teal bore for concrete reinforcement. WATER DISTRIBUTION SYSTEM: I. Sonoratko of Weer and Sewer Construct sewer and water services In accordance nth Minnesota Rules pad 4714.720 and 4714.721. Provide a minimum horizontol seporotion of 10 feet between all eater and loser lime, including manholes. catch losing, dorm norer, sanitary rover, &oinks, or other potential sources for contamination in accordancewith Minnesota Rules pad 4714.609.6. Measure the seporotion dietonce from the outer edge of the pipe to the outer edge of the contamination mace (outer edge of stouctures, piping. eto.) At wider and sewer crossings. the bottom of the water pipe Located within ten feet of the point of crossing most be at least 12-Inches oboe the top of the sewer. When this le not fmrible, the sewer pipe material mint be approved for use inside of or vOthin a bulking In accordance with the requirements of Minnesota Rules part 4714.701. Only ASTM 01785, D21355, 1891, or F1488 Schedule 40 PVC may cross above or leo. than 12 inches below potable water lines (see Minnesota Rules part 4714.720.1). No joints or convection, an. allowed on the water Iia within 10-feel of the crossing. 2. Watoonaln MOM Maintain 8-feet of cover over the top of the water Ones to the finished grade. Verify elevation of proposed and existing water lines at all utility crossing.. Install the water lime at greater depths In order to dear storm sewer., sonttary sevens, or other utilities as required. Include costs to lower water lines In the base Old. 3. Dtidafectiox Midget an .rnpleted welcoming In accordance with AIWA Standard 0651. If the tablet or continuo. feed methods are used, disinfect the completed watermain with water that contwine at feast MRgra of available chlorine in oasordance with Minnesota Rules pod 4714.609.9. Do not use the tablet method on solvent-welded piastic or on soneed-jelnt .tea pipe because of the danger of fire or explosion from the reacUon of the faint compounds with the calcium hypochlorite. Retain the treated water In the pipeline for at level 24 hone Ircoeure the chlorine ...dual at the end at the 24 hour period. The tree <Alpena residual must be at least 10 mg/I measured at any point In the The. Lleagurement of the chlorine concentration at regular Intervale «an be In mordance with Standard Methods, AMIA M-12, Of Wing oppropdate chlorine test Ills, 4. Testing: Pressure test and perform bactericiogical tests on all water linea under the supervision of the City Public Works Department NotNy the illy at least 24 working hours poor to any testing. Pressure test the water system tat the with Winrosoto Rules pad 4714.609.4. Pressurize the waterline to a water meson, of 1034-kPa (150-.1) gauge preseure (measured at the point of lowest elerction) by moons of a pump conn.ted to the pipe In a satisfactory manner. Do not add water to the «kopek In order to maintain the required preeoure during the water mob pressure testing. Ifiniarctio Droartment cl I show and Induehy. The test section of pipe shall withetand the teat without leallng for a period of not less than 15 minutes. 111..00to Department of lima: The wotermain shall be pm.. ter. at 150-psi for at least two hour. with not more than a 2-psi premium drop during the last hour of the test 5. HI water supply piping connected to municipal water main mud have a 150 psi minimum pressure rating. 6. Copper tube for water services must comply with AST.. 1388 and shall have a weight not less than Type L (In ac.rdence with Minnesota Rules part 4711.604.2). 7. Polyvinyl Chbride (PVC) Bonding Water Services must comply with A5711 01785, A5711 02241, or AIWA C900; pressure rated for water (S. Minnesota Rule. pad 4714.604). Do not !WM PVC water service pipe under or within any building, structure, or pod thereof. 8. Polyethylene (PE) Bonding Water SeMces most comply with the requirements of AIWA Standard 0901; pressure rated for water (See Minnesota Rules pad 4714.604). Do Dot instal PE water eervice pipe under or within any building. Much., or part thereof. PE pipe ranges In nominal she from 3/4 In. (19 mm) through 3 In. (76 mm) and conforms to the outside-diameter (00) dimenvions of iron pipe size (IPS). PE tubing ranges in eh* from 3/4 in. (19 mm) through 2 in. (51 mm) and contortms to the 00 daneneions of copper tube she (CIS). 9. Woke Iron pipe (DIP) soler s•Mces must comply with MYNA C151/ANSI A21.51 or AIWA 0115/ANSI A21.15 (See Minnesota Rules part 4714.604). Use Thickx., M ea SO DP with push-on joints. Use petroleum resistant gaskets, Nitrite (NOR), or approval equal. Use only ANSI 316 stainless steel bobs and note on all «Lennon fittings, mho, and hydrants. The exterkr of ductile Iron pipe shall be coated with a layer of arc-sprayed zinc per DO 8179. 10. polyekylene Sheet Or Tubes For Corroglon Protection Of Buried Ductile tram Polyethylene encasement Is required on oll boded ductile Van pipe, fittings, sabres, and other appurtenance.. Polyethylene encasement met comply with AIWA C105/ANSI A21.5. Use V-Ko Enhan.d Polyethylene Encasement (v<ww.mcwoneductile.com) or °moved equal. 11. PoThinvl Chloride MCI Wotemoto Use AWWA C900 for all PVC «domain fornlehed with integral daelonteric bell and epigot joints; minimum promote Class 150; dimension ratio not greater then 18; laying length 20 feet EBAA Iron, inc., 'Series 2000 P/ klegalug; or approved equal for rennin! on C900 PVC watermain. Use only ANSI 316 stank.a steel bolts and nuts on all waterrnain fittings. vetiver, and hydrants. 12. Use mechanical joint restraint deme. for joint restraint . oil waterrnain bends booing o vertical or horizontal deflection of 22-1/2 degrees or greater, an valves, stubs. extensions, blinding ServiC139, tet, .osses, plugs, an hydrant valves, and oIl hydrants in ccordance with Coy requirements. Use 'Series 1100 liegalue manufactured by BMA Son Inc., Eastland, Tercet or approved equal, indolkd In accorda a nce with manufacturer's recommendations for restraint on Wale Iron Pipe. Restraining dart., me to have epoxy coating or approved equivalent. Refraining device hardware shall be ANSI 316 etainless steel, or approved equivalent. 13. Waterman Votves At all vane 1000000. which require a le ar smalkr valve. Install gate voNes whkh are of the compreadon reeillent seated (CRS) type. Use American Flow Control's Series 2500 D.Ule Iron Resilient Wedge Gate Valve, or approved equal. Gate vol.. shall conform to AMNIA 0509, Install can Iron valve M. conforming to AS11.1 AM at each naive location. Valve boxes shall be the three-piece type with 5-1/4' shaft, U. Tyler 61360-G with No. 6 hoe, or equivalent. Valve boxes shall have at least 6' of adjustment above and betow fiddled grade. Drop mere an valve boxes shall be round and bear the word 'WATER' cast on the top. Use bier 6860-C "Stayput* covens with extended Old, or equivalent AN valve hardware ,hag be MIS 316 et oinks. sleet or approved equivalent 14. GurbYstbraandtiossai Use Lluelkr N-10334 extendon type curb box with Minneapolis pattem base, Cf approved equal, at all t' through r curb stop Roane.. Stationary rod le required on 01 curb nom. U. M.O. Company Mark II Oriseal No. ii-1515414 curb stop, or approved equal, and Ital.. Mel stem rod. IS. Trace Wire. Install locating wires on all conductive and non-conductive storm sanitary sewer, and water lines In accordonce with the Minnesota Rural Water Assockrtion (IARIVA) Trace WireSpecific:anon Guide and Details (vmernrwo.com/PDF/Tra.MinoSpecCuldeFinalweb9.01). Use /12 HOPE-insulated copper-olod steel Ore noted for underground service. The odor of the insulating jacket shall be as follows groundured, storm sewer=green, sanitary sewer-green, and water line.-Nue. Install the wire en the bottom side of the pipe below the spring line. Fasten the wire to the pipe with tape or daelk Ike at 5' intervals. Do not wrap the trace wire around the oarresponding sanity. Do not connect the tnw wire to existing conductive Alines. Use Copperhead Dryconn 3-Way or Locking Snake Bite .nn«tors rated for underground direct bury applications or approved eq.I at an crossings or service connections. Twist on connectors are not allowed. Troce wire must be property grounded at oil dead end. and services. Inetall grade-level/In-ground trace wire access boxes and drive-In magneclum grounding onocks at all dead ends, servicee, and fire hydrants. Trace wire once. boxes shall be color coded as follo.: Moroi sower=green, sanitary sew...green, and water IS...blue. 16 Detoutobliktarntiola.; Inetoll detectable underground warning tape directly above all underground Wkn at a depth of 457 mm (18 Inches) below finished grade, unless otherwise Indicated. Underground coming tape Small be 3-inches vide with a minimum 5.0 mil overall thickness. Tape shall be manufactured using a 0.8 mil clear virgin polypropykne film, reverse printed and laminated to a 0.35 mll sold aluminum tot core, and then laminated to a 3.75 mil clear virgin polyethylene film. The aluminum backing make. underground assets easy to find using a non-fernaus kooks Tape shall be printed using a diagonally striped deeign for maximum visibility and meet the AMA Color-Code stondard for identification of burled utilities. U. Pro-Un Safely Products (wsnsprolinesafety.em) detectable marking tape or approved equal. 17. Threaded hose connections including hose bib. and hydrant! 'noel include a back flow prevention device In accordance with Minnesota Ruin. port 4714.0603 and UPC part 603.0. Wall hydrants most nowt ASSE Standard 1019 (see Table 603.2). Where permitted by the odrninistrative authority. wail hydrant. rroy alike non-removable ASSE 1052 backflow prerentere or non-rernimble ASSE 1011 vacuum breakers and provision le mode to protect from freezing (en. Llim.ota Rus, Chapter 4714, Sections 603.5.7, 312.6, and 301.1.2). 18. lend Corded; All nerdy Installed or replacement pipes, pipe frtUngs, plumbing fittings and fixture, including boklow prevent., that ore Installed on potable water eystme or 'systems that are designed to dircibute water for potable use, arc required to meet the Reduction of Lead In Drinking Water Act, sinkh establishee a maximum lead content of 0.25 percent by weighted average of the wetted surfaces See kennesota Rules pod 4714.604.2. Solder and flux for potable water systems shall contain le. than 0.2 percent lead. JoInte mod Include non-moorslve non-toxic poste-type flux complying with A57/4 0613 (see Minnesota Rules, Chapter 4714, Section 605.1.4). 19. Bring oil site OM. to 2' outside of the bonding The Olin the emotion of the water service. Extend water "nice loth the building and up through the floor to the flange for the water mites Do nut inetoll Pot water ognAce pipe under or within any bulking, structure, or part thereof. 20. On not exceed the manufacturer's specifications for curvature of pipe and deflection at pipe joint. Securely oboe all open ends of pipe and fittings With Watertight plugs when work Is not in programs. Keep the interior of ail pipes dean and remove any dirt or &DM from joint surfaces after the pipes have been lowered into the trench. Install all valves plumb and located according to the plans. FILL, BACKFILL, AND COMPACTION: 1. The Contractor shall retain the services of an independent Testing Laboratory in order to perform continuaus full-time err-Ste geotechnkal observation during shipping, rough grading, excavaUng, filling, and bockfilling operations. DO NOT common. or perform any of this work without the presenw of the Tooting Laboratory. 2. The Contr.tor doll retain the seMce. of an Independent testing loboratory to perform analysis of fill materials and denetty testing. 3. Perform di fill, back.. and compaction in ...rd.w with the recommendations of the Geotechnical Report. 4. Mow no standing Seder In areas to receive fill or backfill. Keep areas free of water during placemoot and compacnon. Do not platy backfill or fUl material on «dotes that ore muddy, frozen, or that contain frost or iv.. 5. Prepare ground surface to reed. fill by ramming vegetation, debris, unsallslactory .11 antedate, mud, and otntrucUons. Correct any soft or urntable spot. by scarifying, wetting or drying, ond co panting the upper 0.6 m (2 feet) of the subgrade to density requirements for the backfill material. Use a smooth drum vibratory roller for final compaction. Remove soils that connot be consolidated to provide a firm layer of support, and reptiles them with suitable material. Scarily as required ea that fill material will bond cell The exbUng eurfoce. 6. Maintain the moisture content of HI and backfill within is 3 percent of the optimum etch that the required degree of amPostiort inn be obtain.. Sprinkle colter on the eurface of eubgrade or kyers of soil material where soil le too Ory to permit compaction to the required density. Remove and replace, or scarify and air dry, sol material that is too wet to permit commotion to the required density. 7. 14,.°ran thereof. t ialkcs the fit layer to exceed 0.3 meter. (I foot) without teriUng the fill layer. Mktimum number of teats are per unit area per frtt or 8. If sober.ee or fills that have been placed ore below specified dusky, provide additional compaction and testing totil «torothe or fills meet or exceed specified density at no additional expense to the Owner. 9. Snl Correction; Remove all unsuitable fit le from beneath the bonding footprint. beneath all bundling foundations, and their 1 to 1 horizontal overvizing ar.. Replace with compacted engineered fill material. Refer to the 'C.2 Design Considerations secUan of the Geotechnical Report for &toile Coordinate inepection and approval of the bottom of all foundatko excavation. with the geotechnical Engineer. COMPACTION REOUIREMEHTS ITEM DESCRIPTION METHOD OF TEST (STANDARD PROCTOR) MINIMUM pERCENT Of MAXIMUM DRY DENSITY MINIMUM NUMBER CP TESTS PER 0th AREA PER UFT Natural Subgrode Surfaces at the bottom. of excavations ond bottoms of footing lamellae ASTM 13690 95% 1 per 418 eq. meters (4,500 eq. ft.) and 1 per column pad location General Balding Fill Non-structural or.. beneath the building slab outside of the 111 overeize zone below the footings ASTIR 6898 98% 1 per 84 eq. meters (900 sq. ft) Footings Within the 1:1 oversize zone below the footings ASTM D698 98% 1 per 15 meters (50 feet) an center and 1 per column pad location Exterior Sid. of Foundation Wells Backfill on exterior sides of foundation coils (non-structural areas above the top of the footing devotion) ASTM D696 95% 1 per 418 sq. meters (4,500 sq. ft.) Fill Under and Within 10 Feet of Either Side of Pavement and Concrete Areae External, non-eturctural cr., zone from the bottom of the Tl and backfill to within 1 rn (3.28 feet) below the finished subgrode AS111 D598 95% 1 per 418 eq. meters (4,500 sq. ft) Fill Under and Within ID Feet of Either Side of Pavement and Concrete Areas Extemol, non-sturctural areas, the zone from 1 m (3.28 feet) below the finished subgrade to finished subgrade ASTM D698 100% 1 per 418 eq. meters (4,500 sq. ft.) interior and Exterior Slabs, Stoops, and Ste. Fill placed which supports Interior ond exterior concrete Sobs, stoops, and Steps (outside of the I:1 oversize zone below the footings) AS114 0898 95% 1 per 418 sq. meters (4.500 eq. ft) Lawn or Unpaved Areas Under lawn or unpaved areas ASTM D698 so% 1 per 836 sq. meters (9,000 sq. ft.) CITY OF EDINA JAN 1 9 2023 FLANNING DEPARTMENT / 1 ( 141W CIVIL AND ENVIRONMENTAL ENGINEERING SERVICES US INTERNET 6444 XERXES AVENUE SOUTH EDINA, MN 55423 FTE BE 01-slo, I HEREBY CERTIFY THAT THIS FLAN, SPECFICAT ION. OR REPORT WAS PREPARED BY /.1E OR UNDER I.IT DRECT SUPERVISION AND THAT 1 AMA PAY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE C. MINNESOTA Lu) z ta4= Enant..11.Anto, DATE 01/1E/2023 NO 2240 11110.F1,1STIC., FRC:ECT 110 22-5f£ CRAWII BY In CHECFEDBY Os APPRC.VEDE. V. ;CALE graph, DATE 01112023 CEF., T ADDITIONAL NOTES SHEET C5 I 22-558 T. , R. , S. JM DRAWING: \ "neer\ Projecte \ 2022 \ /22 -558 US Internet - 6444 Xerxes Avenue South - Edina, LIN \ 2023-01-18 \ 22558C10.dwg LAYOUT: C5 - Additional Notes XREF: building; XREF: survey; XREF: ',Replan FABRIC COLOR SFOLL BE INTERNATIONAL orturcE 1051 SECTria II TRAP POSTS PM TIE TOOL-MLR PERSPECTIVE VIEW 2 INCH sauARE nAROW000, RHE, OR STREAM T- OR U-SECTION STEEL POSTS DO NOT MEW NOXIOUS POST SPACMG OF 4 FT. 0.0. ISO Nus ORECTION OF SURFACE nos sEOTIGTLE FABRIC IN ACCORDANCE WITH ISIDOT STD. SM. 3856 FOR SELF SUPPORTING SILT FENCE REOFOOCE WITH SNOW FENCE, WRE Nast. OR SRF MASTIC FENCE IN AREAS straw CONCENTRATED dais 5004 illi1 o 01 AS STALES, Ertoas, 14 Miff OF CUMERrs ANI CATCHBASINS) LAY INC Finite AGMIST SEES MD BOTTOM Of THE MENG. 8401011 ASO COIPACT With A VERATORY PAM COIATACthe FATIPC er SOIL usE LATH MO STAPLES 10 ATTACH FA900 TO MOW Pasts. USE TE 0R6 TO ATTACH FABRIC TO STEEL POSTs. ISE HOG &ES TO ATTACH FABRIC TO WRE MESH SILT FENCE INSTALLATION 614e11011 SUPPORT POST er sot SECTION VIEW 1 TO 2 INCH OUJETER -.."" WASHED ROCK, WIDOT STANDARD SPECIFICATION 3137 CA-1, CA-2, CA-3 OR EQUAL COARSE AGGREGATE PUBLIC 0 INCH MINIMUM THICIOIESS 50 FOOT MINIMUM LENGTH MNOOT STANDARD SPECE1CADON 3733 TYPE V PERMEABLE GEOTEXTILE FABRIC MATERIA. BENEATH THE ROM • • -",444500- . st•IN Four MINNUM WIITTH 24-INCH HIGH CUr-OFF DIKE WITH MAXIMUM SIOESLOPES OF 4:1 TEMPORARY ROCK CONSTRUCTION ENTRANCE KS EMARCNIENrit 2631 CNTIMELL Roth RICHMOND, VA 23234 503-448-3636 PHONE 504-271-3074 FAX NOTES: 1. USE ACF EMARONIENTAL SL150001 sEGMENr COHIROL DDSCE, OR A6PRalic0 EQUAL 2. ripest% ea in KUMAR RCM (40 .46.1N/S0 FT.), AVENGE moth broserirl ECG_ TO 1636 Les./In, ASTM 0-4884. USE RECTANGULAR saissCe ON er.CTSAKEUR reds. USE ROUND SLTSACK ON ROME mins. 3. math AND MAPTTATN 51.1401 IN ACCORDANCE WITH MANUFACTURERS FrEcoNIENOADONS. CATCHBASIN INLET PROTECTION REOTAHOUIAR PLAN PAPERIE_AME USER pod PIAVE. RUBBER OR ENWIEERED CLAY) SuposiDed BEIN -IL- 12" MIN. OBIDE 111,011101 Ifx8' WOE SLOPES 61 OR FLARES OR AS REO'D TO CONTAIN WASTE CONCRETE TYPICAI SFC110N IDECEILIE I. SEE 0109CII CORM- RAM FOR LOCUMS OF CONOCIS MGM. K.. S wee or ad nor WOVE VMS 9613 or arm no edam w 00wows Kano, wags) soil BE *ROOM ewe na Asir Celentlt RACIarart ax so a we& M.C100 awns rya s ROOMED AU OE sans P0.11(5) SIOR 5441 E PALM AT 11C eacensanoN ordwar. & reams Awak FISMOS MR TO POORE he 12001121 OF DE LOR,ETE 1.9101.11 WAS CREPORM COXEROE MOO NO MP RCS • =CORM RAMIPL .41 E MUM N PER•ETER SCRY ERSTROTION. CONCLE.32312.6old • TRW ORM WSW. SHALL r MI.11. 041,003 01 CILL4103 O. JO IROM6Yrt tO WORM i KR WM) OaR7isis 7. DO OF CONORIETON..41 COKEETE 1601E F.1 BE FEE., Mil UTE NO DEPOSED OF Kr ASSAM WASTE sne. stew EWER Av ItlSOIR 200 a mud, as awe . y's sea e spasm ern so mese CONTI. WERE • DORM STOW NO OEM MO AIM ALL STOW DOM OLLW-OLR OR CO. ..von 1w ecus. To PRUCTE DAMS TO PRIV. Oe-Ros. ON-SHE CONCRETE WASHOUT AREA COMPACIlth DIMAIGENr .ala g. CONSTRUCTION SEQUENCE 1 Delineate the location of areas not to be disturbed (e.g. with flags, stakes, signs, silt fence, etc.) before work begins. 2 Establish sediment control practices on ail down gradient perimeters before any up gradient land disturbing activities begin. These practices shall remain in place until final stabilization has been established. 3 Install all perimeter sediment control devices and construction entrances. The timing of the installation of sediment control practices may be adjusted in order to accommodate short-term activities, but sediment control practices must be installed before the next precipitation event even if the short-term activity is not complete. 4 Contact the City for approval of the sediment control devices. 5 Rough grade the site. 6 Install utilities. 7 Install pavements. 8 Install lawn and landscape. 9 Restore all disturbed areas. 10 Clean all storm sewer and conveyance systems. 11 After all disturbed areas are stabilized, obtain approval from the City and/or Watershed District. 12 Remove all temporary sediment control devices. EROSION PREVENTION PRACTICES: 1. Delineate the location of area* not to be dithsrbed (e.g. with flag, dukes, signs, sat fence, etc.) on the derelopment site before work begins. 2. Avoid tellIOMI of trees and eurface vegetation wherever pomade. Schedule conetruction in order to expose the smaBest practical ore, of soil at any given time. Implement appropriate construction phasing, vegetative buffer stripe, horizontal elope eroding, and other construction proctkes that minimize erosion. 3. Following Irani soil disturbance or redisturbanee, complete permanent or tenthonary stabilization against erosion due to min, wind, and running water ae won os pude., but in m case later than 14 calendar days, on all disturbed or graded areas including eturnwater monegeownt pond sleekest,. Th ie requirement dose not apply to those areas that are currently being used for material storage or for those areas on wMeh grading, site bolding, or other construction oat/Wile are actively underway. 4. Provide tenworory grate seed cover on all tope-ell etotkplies and other areas of stock:Tied excavated material in order to prevent soil erosion and rapid runoff during the construction period. Prolonged period. al open, bare earth without groae cover Al not be permitted. debrise ail dieturbed grsenspou or we with a minimum of 4" loped) immediately after final subgrade completion. Seed and match, or sod and stoke these area. within 48 hours after completion of final grading work (weather permitting). 5. Stabilize all disturbed areas to be peed using early appikation of gravel Wee. 6. Apply necessary moisture to the condruction area in order to prevent the spread of duet 7. In areas to be permonentty stobiraed, landscape with decorate,. rock, plantings, and sod. Refer to the approved Landscape Plan for design and details T. The street ell be swept dean before the end of each day of active construcnon, when sediment is tracked into the abut. 9. Areas with dope. greater than 3 to 1 and twos next to wetlands/waterbodies graded or exposed during construction shall be protected with temporary vegetation, mulching or other moue as soon os procUcal 10. No concrete washout shall ocur on site unless it is done with an approved lAnneuto Pollution Control Agency (11PC69 device or dondard. 11. Stockpile. shall be surrounded with adequate perimeter control to prevent sedimentation and .rowan. 12. Site shall be kept deon at all lanes and refuse properly untreaed. 13. Temporary pumping shall not be permitted without the use of on opproved Minnesota Poihrtion Control Agency (MPG) device or standard. 14. The contractor shall Inspect, on a wieldy bads and after nM rainfall greater than 0.5-Inchee, al erosion control devices and male any repairs Immediately. An Inspection log shall be kept on site detailing these inspections and repair. preformed. SEDIMENT CONTROL PRACTICES: 1. Implement sediment Centrd practices in order to minimize sediment from entering surface rater., including curb ond gutter systems and storm drain inlets. 2. Install oil temporary or permanent sediment control Maser& including silt fence at perimeter of constnicUon, gods 9, or candler land-disTrdngnir lil"rOctke.Ct aarlId erkn'eenth InletsntgartrC'fece4 runo'nntlin? 'thm d1111‘.'nrte'd9. anwe. 3. Establish sediment canted procUtes on all dew percent perimeters befue any up gradient kr& disturbing merit. begin. Thew practices must remain In Pace until final dabilizotion hes been established. 4. The tinning of the installation of sediment control practices may be adjusted in order to accommodate short-term octivilies. but Peddled control poetises must be installed before the next precipitation went even if the short-term &Wry Is not consists 5. If the down gradient treatment system becomes overloaded, Metall additional up gradient sediment control practices or redundant BLIPs in order to eliminate the overloading. 6. Before &Pining conettuction, Install a TEMPORARY ROCK CONSTRUCTION EN1RANCE at each point when vehicles exit the eenetruttion site. Use 25 mm (1 Inch) to 50 now (2 inch) diameter rock. kINOOT Standard Specification 3137 CA-1, CA-2. CA-3, or equal Coarse Aggregate. Place the aggregate in a layer at lead 152 trim (6 intim) thkk OCIOSS fhe enUre width c4 the entrance. Extend the rock entrance at lust 15 m (50 feet) into the undruction WI*. Use a SHOOT Standard SpedficaUon 3733 Type V peeneable geotexthe fabric material beneath the aggregate in order to prevent migration of soil into the reek from Wow. Maintain the entrance in a condition that will prevent traddng or flowing of &decent onto paved roadways. Provide periodic tea dressing with oddillonal done as required. Clow entrance. not protected by temporary rock construction entrances to all construction traffic. 7. If neuwary, Mean the wheels of canetrucUon vehicle. In order to nane. soils before. the vehicles leave the construction site. Wash vehicle. only on an arm stabile& with stone that drains Into an approved sediment bopping device. 8. Remove all sons and sediments tracked or otherwise dited onto adjacent property, pavement area.. sidewalks, strode, and talky.. Romero)l shall be on a elaily bode throughout the duration of the condrucUon. Clean paved roadway. by shoveling. wet-weeping or dry sweeping. 11 neuesary, paved dela.. In order to loosen compacted !ailment material prior to sweeping. Haul sediment material to a suitable disposer area. Street washing is allowed only after sediment hoe been removed by shoveling or sweeping. 12. 4111 Stnekplie. Inetall salience or other effective sediment controls around oil temporary soil dockples. Locate soil Sr dirt rtackpiles such that the downelope drainage length Is no Mee than 8 m (25 feet) from the toe of the pik to a surface water, including storrnwater conveyances such as curb and gutter systerne, or wields ond ditches unless there is a bypass in pace for the dormwater. tl remaining for more than 7 days, stabilize the docket*" by mulcting. vegetative woven tarps, or other means. During cheat repair, cover conetruction aril or del stockpiles located dour than B m (25 feet) to a roadway or droinage channel with tarps, and protect storm sewer inlets with de. maks or staked silliente. 10. Mild.. Install silt fence along thetour (on a level horizontal plane) with the ende turned up (.1-hooks) Al order to help pond water behind the con fence. Install the silt fence on the uphill side of the support posts. Provide o poet spotting of 1.2 on (4 feet) or lees. Drive posts at lead 0.6 m (2 feet) Into the ground. Anchor the sit fence fabric in o trench at lead 152 mm (0 inehee) deep and 152 not (El inches) wide dug on the upelope side of the support pods. Lay the fabric In the trench and then backbit and compact with a vibratory plate compactor. Make any splice. In the fabric at a fence post. At mike., winker the fabric at Waal 152 mm (6 inches), kid it over, ond securely fasten it to the fence post. Silt fence supporting pods shall be 51 mm (2 inch) square or larger hardwood, pine, or *tended T- or U-section sled posts. T- or U-section steel posts shall weigh not Is.. than 1.8602 kg per meter (1.25 lb per lineal foot). Pods shall have a nfirenum length of 1524 rnm (5 fed). Poets shall hove projections to fulfils& (adenine the fabric and prevent slippage. Geese-111e fabric deli meet the requirements of MOOT Standard Specification 3886 for preamernbled silt fence, famished in a continua. roll in order to ovoid edit& &dee& fabric shall be unfit= In texture and copiousness and have no defects, flaws, or teary. The fabric chat contain sufficient ultraviolet (I1V) ray inhibitor and Molaroters to peede a minimum two-year service Pe outdoors. Fabric color shall be international orange. 11. Maintain an temporary erosion and sediment control devices In place until the contributing drainage area hoe been stabilized (hard-surfaced arms paved and vegetation established In greenepace). Repair any tilling, gulhc formation, or washouts. After fine establishment of permanent etobilisaUon, remove al temporary synthetic, structural, and nontiodegredable entelon and eediment control devices and any accumulated Sediments. ? t am= Oft , lt:.. ii i . icstore permanent sedimentation basin to their design condition Immediately following 12. if &watering Is required ond sump pumps are wed, all pumped water mad be discharged through a sediment cordon device such os a &watering bog or other appropriate focally prior to leaving the conettuction eke. Proper energy Masipthan must be provided at the outlet of the pump system. POLLUTION PREVENTION MEASURES: 1. Sold Waste: Gime& of edlected sediment asphalt and corerete mllMgs, floating debris. paper, plastic, fable. conetruction and demolition debris, and other wool. properly off-site in compeonce with Minnesota Pollution Control Agenry requirements 2. Hazardous klandaki Property store oil, gasoline, point and any hasardoun eubetrocee In order to prevent spine, loath or other discharge. Include secondary containment Restrict access to dosage awe In order to prevent vandalism. Storage and disposal of hazardous materials must be in compliance with MPG regulations. 3. fither6021.11121E Dispose of unwed bedding material', garbage, bosh, cleaning wades, toxic materials, and wastewater properly off-site and In compliance with Minnesota Pollution Control Agenry disposal requirements. 4. Furnish imitable trash contothers and regularly remora the accumulated troth from the premien. 5. Oo not allow solid Sub, hazardous materials, and other matelots shall to be carried by runoff Into a receiving water or storm sewer widen. B. Lind external washing of trucks and other condonation vehklee to a defined area of the ells. Wath vehicles only on on area details& with stone that drain. Into an approved sediment hopping decoke. Contain runoff and properly dispose of waste. Engine degreasing Le prohibited. 7. fornsiatslashauLDumilgrus Contain as squid and solid wastes generated by concrete waehout ouraUons in a leak-proof containment facility or impermeable liner. Oe not allow the Ithuld and solid wastes to contact the ground. Prevent runoff from the concrete &Mod operationa or areas. Crepoee of liquid and solid tweets. properly In compRonce with Minnesota Pollution Control Agency regulations. Indall a sign adjacent to each wothout reality in order to inform concrete equipment operators to utilize the proper facilities. 8. Sanitary and Septic Wads; Furnish and install detached portable toilet Tactiles at the construction site. The portable toilets shall be converienUy located for the use of oil worker on the poled. Maintain the facliales in deon, dry, eanitory conMtion In accordance with Minnesota Deportment of Health regaremente. INSPECTIONS AND MAINTENANCE: 1. inegat the snore construction eite at load once eves /strut during active construction and within 2.4_110361 after a minion event greater than 0.5 inch& In a 24-hour period. Following an inspection that mere within 24 hours after a rainfall event the next ineuction must be conducted within 7 days after that rainfall event 2. Inspect all erodon prevention and sediment control Meth; infiltration areas. and stabilized oreos. 3. Retied all Inspections and maintenance conducted during construcUon in writing ond keep thee. retard& the inspections and maintenance records must include dote and time of inspections, date and amount of all rainfall events greater thon 0.5 Inches in a 24-hour period, name of persons(a) conducting inspections, finding. of inspection., recommendations for corrective actions, an any corrective actions taken. 4. 1 TO 2 INCH OUJETER -.."" WASHED ROCK, WIDOT STANDARD SPECIFICATION 3137 CA-1, CA-2, CA-3 OR EQUAL COARSE AGGREGATE PUBLIC 0 INCH MINIMUM THICIOIESS 50 FOOT MINIMUM LENGTH MNOOT STANDARD SPECE1CADON 3733 TYPE V PERMEABLE GEOTEXTILE FABRIC MATERIA. BENEATH THE ROM • -",444500- . st•IN Four MINNUM WIITTH 24-INCH HIGH CUr-OFF DIKE WITH MAXIMUM SIOESLOPES OF 4:1 TEMPORARY ROCK CONSTRUCTION ENTRANCE KS EMARCNIENrit 2631 CNTIMELL Roth RICHMOND, VA 23234 503-448-3636 PHONE 504-271-3074 FAX NOTES: USE ACF EMARONIENTAL SL150001 sEGMENr COHIROL DDSCE, OR A6PRalic0 EQUAL ripest% ea in KUMAR RCM (40 .46.1N/S0 FT.), AVENGE moth broserirl ECG_ TO 1636 Les./In, ASTM 0-4884. USE RECTANGULAR saissCe ON er.CTSAKEUR reds. USE ROUND SLTSACK ON ROME mins. math AND MAPTTATN 51.1401 IN ACCORDANCE WITH MANUFACTURERS FrEcoNIENOADONS. CATCHBASIN INLET PROTECTION REOTAHOUIAR FABRIC COLOR SFOLL BE INTERNATIONAL orturcE 1051 SECTria II TRAP POSTS PM TIE TOOL-MLR PERSPECTIVE VIEW 2 INCH sauARE nAROW000, RHE, OR STREAM T- OR U-SECTION STEEL POSTS DO NOT MEW NOXIOUS POST SPACMG OF 4 FT. 0.0. ISO Nus ORECTION OF SURFACE nos sEOTIGTLE FABRIC IN ACCORDANCE WITH ISIDOT STD. SM. 3856 FOR SELF SUPPORTING SILT FENCE REOFOOCE WITH SNOW FENCE, WRE Nast. OR SRF MASTIC FENCE IN AREAS straw CONCENTRATED dais 5004 il li1 o 01 AS STALES, Ertoas, 14 Miff OF CUMERrs ANI CATCHBASINS) LAY INC Finite AGMIST SEES MD BOTTOM Of THE MENG. 8401011 ASO COIPACT With A VERATORY PAM COIATACthe FATIPC er SOIL usE LATH MO STAPLES 10 ATTACH FA900 TO MOW Pasts. USE TE 0R6 TO ATTACH FABRIC TO STEEL POSTs. ISE HOG &ES TO ATTACH FABRIC TO WRE MESH SILT FENCE INSTALLATION 614e11011 SUPPORT POST er sot SECTION VIEW EROSION PREVENTION PRACTICES: Delineate the location of area* not to be dithsrbed (e.g. with flag, dukes, signs, sat fence, etc.) on the derelopment site before work begins. Avoid tellIOMI of trees and eurface vegetation wherever pomade. Schedule conetruction in order to expose the smaBest practical ore, of soil at any given time. Implement appropriate construction phasing, vegetative buffer stripe, horizontal elope eroding, and other construction proctkes that minimize erosion. Following Irani soil disturbance or redisturbanee, complete permanent or tenthonary stabilization against erosion due to min, wind, and running water ae won os pude., but in m case later than 14 calendar days, on all disturbed or graded areas including eturnwater monegeownt pond sleekest,. Th ie requirement dose not apply to those areas that are currently being used for material storage or for those areas on wMeh grading, site bolding, or other construction oat/Wile are actively underway. Provide tenworory grate seed cover on all tope-ell etotkplies and other areas of stock:Tied excavated material in order to prevent soil erosion and rapid runoff during the construction period. Prolonged period. al open, bare earth without groae cover Al not be permitted. debrise ail dieturbed grsenspou or we with a minimum of 4" loped) immediately after final subgrade completion. Seed and match, or sod and stoke these area. within 48 hours after completion of final grading work (weather permitting). Stabilize all disturbed areas to be peed using early appikation of gravel Wee. Apply necessary moisture to the condruction area in order to prevent the spread of duet In areas to be permonentty stobiraed, landscape with decorate,. rock, plantings, and sod. Refer to the approved Landscape Plan for design and details T. The street ell be swept dean before the end of each day of active construcnon, when sediment is tracked into the abut. Areas with dope. greater than 3 to 1 and twos next to wetlands/waterbodies graded or exposed during construction shall be protected with temporary vegetation, mulching or other moue as soon os procUcal No concrete washout shall ocur on site unless it is done with an approved lAnneuto Pollution Control Agency (11PC69 device or dondard. Stockpile. shall be surrounded with adequate perimeter control to prevent sedimentation and .rowan. Site shall be kept deon at all lanes and refuse properly untreaed. Temporary pumping shall not be permitted without the use of on opproved Minnesota Poihrtion Control Agency (MPG) device or standard. The contractor shall Inspect, on a wieldy bads and after nM rainfall greater than 0.5-Inchee, al erosion control devices and male any repairs Immediately. An Inspection log shall be kept on site detailing these inspections and repair. preformed. PLAN PAPERIE_AME USER pod PIAVE. RUBBER OR ENWIEERED CLAY) SuposiDed BEIN -IL- 12" MIN. OBIDE 111,011101 Ifx8' WOE SLOPES 61 OR FLARES OR AS REO'D TO CONTAIN WASTE CONCRETE TYPICAI SFC110N IDECEILIE I. SEE 0109CII CORM- RAM FOR LOCUMS OF CONOCIS MGM. K.. S wee or ad nor WOVE VMS 9613 or arm no edam w 00wows Kano, wags) soil BE *ROOM ewe na Asir Celentlt RACIarart ax so a we& M.C100 awns rya s ROOMED AU OE sans P0.11(5) SIOR 5441 E PALM AT 11C eacensanoN ordwar. & reams Awak FISMOS MR TO POORE he 12001121 OF DE LOR,ETE 1.9101.11 WAS CREPORM COXEROE MOO NO MP RCS =CORM RAMIPL .41 E MUM N PER•ETER SCRY ERSTROTION. CONCLE.32312.6old • TRW ORM WSW. SHALL r MI.11. 041,003 01 CILL4103 O. JO IROM6Yrt tO WORM i KR WM) OaR7isis 7. DO OF CONORIETON..41 COKEETE 1601E F.1 BE FEE., Mil UTE NO DEPOSED OF Kr ASSAM WASTE sne. stew EWER Av ItlSOIR 200 a mud, as awe . y's sea e spasm ern so mese CONTI. WERE DORM STOW NO OEM MO AIM ALL STOW DOM OLLW-OLR OR CO. ..von 1w ecus. To PRUCTE DAMS TO PRIV. Oe-Ros. ON-SHE CONCRETE WASHOUT AREA COMPACIlth DIMAIGENr .ala g. SEDIMENT CONTROL PRACTICES: Implement sediment Centrd practices in order to minimize sediment from entering surface rater., including curb ond gutter systems and storm drain inlets. Install oil temporary or permanent sediment control Maser& including silt fence at perimeter of constnicUon, gods 9, or candler land-disTrdngnir lil"rOctke.Ct aarlId erkn'eenth InletsntgartrC'fece4 runo'nntlin? 'thm d1111‘.'nrte'd9. anwe. Establish sediment canted procUtes on all dew percent perimeters befue any up gradient kr& disturbing merit. begin. Thew practices must remain In Pace until final dabilizotion hes been established. The tinning of the installation of sediment control practices may be adjusted in order to accommodate short-term octivilies. but Peddled control poetises must be installed before the next precipitation went even if the short-term &Wry Is not consists If the down gradient treatment system becomes overloaded, Metall additional up gradient sediment control practices or redundant BLIPs in order to eliminate the overloading. Before &Pining conettuction, Install a TEMPORARY ROCK CONSTRUCTION EN1RANCE at each point when vehicles exit the eenetruttion site. Use 25 mm (1 Inch) to 50 now (2 inch) diameter rock. kINOOT Standard Specification 3137 CA-1, CA-2. CA-3, or equal Coarse Aggregate. Place the aggregate in a layer at lead 152 trim (6 intim) thkk OCIOSS fhe enUre width c4 the entrance. Extend the rock entrance at lust 15 m (50 feet) into the undruction WI*. Use a SHOOT Standard SpedficaUon 3733 Type V peeneable geotexthe fabric material beneath the aggregate in order to prevent migration of soil into the reek from Wow. Maintain the entrance in a condition that will prevent traddng or flowing of &decent onto paved roadways. Provide periodic tea dressing with oddillonal done as required. Clow entrance. not protected by temporary rock construction entrances to all construction traffic. If neuwary, Mean the wheels of canetrucUon vehicle. In order to nane. soils before. the vehicles leave the construction site. Wash vehicle. only on an arm stabile& with stone that drains Into an approved sediment bopping device. Remove all sons and sediments tracked or otherwise dited onto adjacent property, pavement area.. sidewalks, strode, and talky.. Romero)l shall be on a elaily bode throughout the duration of the condrucUon. Clean paved roadway. by shoveling. wet-weeping or dry sweeping. 11 neuesary, paved dela.. In order to loosen compacted !ailment material prior to sweeping. Haul sediment material to a suitable disposer area. Street washing is allowed only after sediment hoe been removed by shoveling or sweeping. 12. 4111 Stnekplie. Inetall salience or other effective sediment controls around oil temporary soil dockples. Locate soil Sr dirt rtackpiles such that the downelope drainage length Is no Mee than 8 m (25 feet) from the toe of the pik to a surface water, including storrnwater conveyances such as curb and gutter systerne, or wields ond ditches unless there is a bypass in pace for the dormwater. tl remaining for more than 7 days, stabilize the docket*" by mulcting. vegetative woven tarps, or other means. During cheat repair, cover conetruction aril or del stockpiles located dour than B m (25 feet) to a roadway or droinage channel with tarps, and protect storm sewer inlets with de. maks or staked silliente. 10. Mild.. Install silt fence along thetour (on a level horizontal plane) with the ende turned up (.1-hooks) Al order to help pond water behind the con fence. Install the silt fence on the uphill side of the support posts. Provide o poet spotting of 1.2 on (4 feet) or lees. Drive posts at lead 0.6 m (2 feet) Into the ground. Anchor the sit fence fabric in o trench at lead 152 mm (0 inehee) deep and 152 not (El inches) wide dug on the upelope side of the support pods. Lay the fabric In the trench and then backbit and compact with a vibratory plate compactor. Make any splice. In the fabric at a fence post. At mike., winker the fabric at aal 152 mm (6 inches), kid it over, ond securely fasten it to the fence post. Silt fence supporting pods shall be 51 mm (2 inch) square or larger hardwood, pine, or *tended T- or U-section sled posts. T- or U-section steel posts shall weigh not Is.. than 1.8602 kg per meter (1.25 lb per lineal foot). Pods shall have a nfirenum length of 1524 rnm (5 fed). Poets shall hove projections to fulfils& (adenine the fabric and prevent slippage. Geese-111e fabric deli meet the requirements of MOOT Standard Specification 3886 for preamernbled silt fence, famished in a continua. roll in order to ovoid edit& &dee& fabric shall be unfit= In texture and copiousness and have no defects, flaws, or teary. The fabric chat contain sufficient ltraviolet (I1V) ray inhibitor and Molaroters to peede a minimum two-year service Pe outdoors. Fabric color shall be international orange. Maintain an temporary erosion and sediment control devices In place until the contributing drainage area hoe been stabilized (hard-surfaced arms paved and vegetation established In greenepace). Repair any tilling, gulhc formation, or washouts. After fine establishment of permanent etobilisaUon, remove al temporary synthetic, structural, and nontiodegredable entelon and eediment control devices and any accumulated Sediments. ? t am= Oft , lt:.. ii i . icstore permanent sedimentation basin to their design condition Immediately following if &watering Is required ond sump pumps are wed, all pumped water mad be discharged through a sediment cordon device such os a &watering bog or other appropriate focally prior to leaving the conettuction eke. Proper energy Masipthan must be provided at the outlet of the pump system. POLLUTION PREVENTION MEASURES: Sold Waste: Gime& of edlected sediment asphalt and corerete mllMgs, floating debris. paper, plastic, fable. conetruction and demolition debris, and other wool. properly off-site in compeonce with Minnesota Pollution Control Agenry requirements Hazardous klandaki Property store oil, gasoline, point and any hasardoun eubetrocee In order to prevent spine, loath or other discharge. Include secondary containment Restrict access to dosage awe In order to prevent vandalism. Storage and disposal of hazardous materials must be in compliance with MPG regulations. fither6021.11121E Dispose of unwed bedding material', garbage, bosh, cleaning wades, toxic materials, and wastewater properly off-site and In compliance with Minnesota Pollution Control Agenry disposal requirements. Furnish imitable trash contothers and regularly remora the accumulated troth from the premien. Oo not allow solid Sub, hazardous materials, and other matelots shall to be carried by runoff Into a receiving water or storm sewer widen. B. Lind external washing of trucks and other condonation vehklee to a defined area of the ells. Wath vehicles only on on area details& with stone that drain. Into an approved sediment hopping decoke. Contain runoff and properly dispose of waste. Engine degreasing Le prohibited. fornsiatslashauLDumilgrus Contain as squid and solid wastes generated by concrete waehout ouraUons in a leak-proof containment facility or impermeable liner. Oe not allow the Ithuld and solid wastes to contact the ground. Prevent runoff from the concrete &Mod operationa or areas. Crepoee of liquid and solid tweets. properly In compRonce with Minnesota Pollution Control Agency regulations. Indall a sign adjacent to each wothout reality in order to inform concrete equipment operators to utilize the proper facilities. Sanitary and Septic Wads; Furnish and install detached portable toilet Tactiles at the construction site. The portable toilets shall be converienUy located for the use of oil worker on the poled. Maintain the facliales in deon, dry, eanitory conMtion In accordance with Minnesota Deportment of Health regaremente. INSPECTIONS AND MAINTENANCE: inegat the snore construction eite at load once eves /strut during active construction and within 2.4_110361 after a minion event greater than 0.5 inch& In a 24-hour period. Following an inspection that mere within 24 hours after a rainfall event the next ineuction must be conducted within 7 days after that rainfall event Inspect all erodon prevention and sediment control Meth; infiltration areas. and stabilized oreos. Retied all Inspections and maintenance conducted during construcUon in writing ond keep thee. retard& the inspections and maintenance records must include dote and time of inspections, date and amount of all rainfall vents greater thon 0.5 Inches in a 24-hour period, name of persons(a) conducting inspections, finding. of inspection., recommendations for corrective actions, an any corrective actions taken. Inspect. all ennion prevention and sediment control MUM In ender to ensure Integrity and effectiveness Rep*, os field conditions allow access unless another time frame Is spetifred. 5. Remove accurrelated &dimwit deposits from behind erosion and sediment control deices as needed. Do not ollow sediment to accumulate to a depth of more than one-third of the height of the erodon and sediment • MI devices. Repair, repo, or supplement deteriorated, damaged, rotted, or missing erosion control deem Within 24 hate of discovery, or ae soon as field undalone allow access. 6. Repair, replow, or supplement all an brew when they become nonfunctional or the e•dirnent reach. 1/3 of the height of the Wu. these repairs must be mode within 24 huts of discovery, or oe soon as field conditions allow wens 7. Clean sedimentation basins, storm sewer catch bonne. &dm.. and other drainage Maine oe required In order to mointein their effecOveness. Temporary and permanent sedimentation basin. must be drained and the sediment removed when the depth of sediment collected in the basin teaches 1/2 of the storage volume. Drainage and removal mud be completed within 72 hours, or as soon as field condition. allow emus 8. Maud surfou watem (including drainage ditches and conveyance erases) for evidence of *melon ond 2.111/1411i deposition. Remove all datoe ond mailmen deposited. Stabilize areas when "anent removal raw& In exposed sea. Renewl and stobiraation must be completed Pain 7 days of onscovny unless precluded by legal, regulatory, or physical access combed.. If precluded, remove and istabireaUon must take place within 7 days of obtaining access 9. Inspect construction etc velack exit locations for evidence of off-the sediment frocking onto paved meioses. Remove all dnb and sediment. trod& or othenthe deposited onto arliaunt property, pavement amok sidewalks, streets, and alley.. Removal shall be on a dory 110.51 throughout the duration or the continuances. Clean paved roodwoys by shoveling or wt-sweeping. Do not dry weep. K mammary, &rope paved eurfaus in order to lessen compacted sediment moterki prior to sweeping. Had sediment material to a eatable dbposal area. Street walling b allowed only after madman has been removed by shoveling or sweeping. 10. Perham any corrective mutates ordered by the City or Waterthed District within 24 taus of notification. Install any additional erosion protection or sediment control measures deemed necessary by the City or Watershed District within 24 hours of notification. MATERIALS: 1 Storm Sewer Inlet Probation threes with eedeetrion or vehkie trandh Emengency overflow Is requited. Take care to protect the catch basin curb-box from additional sediment duping over the top of these devices while del allowing for emergency overflow. a. Road Drain Curb & Gutter Wrth nulaceoble der sock. Mantrioctted by 1111.1CO, 799 thee Drive, Shakopee, MN 55379, Phone (952) 233-3055. E (wev.roaddroin.cam). u b. Sat seek Type B, regular flow (50 gpm/ft2), with curb deflector as required. Rectangular dasock on rectangular Inlet.. Round sateuk on round Inlets. Manufactured by ACP EMARONIKEiffAto 2031 Cardwell Rood, Richmond, VA 23234, Phone (800) 448-3838, (varw.oclenvIronmentalcom). 0. Dandy Fovio With curb filter as required. Manufactured by DANDY PRODUC15, 1095 Harcourt Road, Mount Vernon, OH 43050, Phone (600) 591-2284, (ovadondyprulude.com). d. Dandy km; With curb filter as required. Manufactured by DAMN PROCUCTS, 1095 Harcourt Road, Mount Vernon, OH 43050, Phone (800) 591-2284, (ww.dandyproduals.com). e. SeAllnnoni Filter With Sedguard curbguord on required. Available from ERO-TID1, N94 W14330 Gan& Mau Drive, Menomonee Falls, VA 53051, Phone 0681 437-8839, (wwwero-tex.net). 2. Storm Sewer Inlet Prot-Hen (new with no pedestrian or vehlele_tirrffir.); Emergency overflow is required. Take core Na protect the catch basin curb-box from oddiUonal sediment ..coping over the•top of these devIces Wale still allowing for emergency overfloW. a. Japed Drain Tao Slob Mode RD 23 (fits rough opening for 2.03' inlet), Model RD 27 (fits rough opening for 27" Mkt), or Model CO 3067 (fit. Neenah Casting with 35-1/4%17-3/4" dirnenelone). Manufactured by WILCO, 799 Theis Drive. Shakopee, MN, 55379, Phone 0521 233-3055, wrow.roaddrain.com. Do not We In &brio right-of-way. b. infroSnfe Getirnent GM& qnrriec Install geotextle sock on the outside of the baffler In order to trap additional finee. Standard fromee ore &debt. to fit 24" to 30. diameter and 2'03' openIngs. Distributed by ROYAL ENTERPRISES MEM& 30822 Forced Boulevard. Story, IAN, 55079, Phone (651) 462-1766, (www.rowlenterpriew.cern). Do not use In public right-of c. Rock Snake/Rock Sock/Melt too/Rork Tithe Uee only for Inlets after pavement le In alone. Sgt Sifter Tubes distributed by WEsitidi FIBER COMPANY, PO Box 22665, Bokerened, CA 93390, Phone (661) 854-5556, (tentwesternfibencorn). Do not use in public right-of-way. 3. lama Topsoil used for finish grading of areas to be turfed or pi no onted rout the requiremente of MNDOT Standard Speakers= 3877 for tops& barrow modified to contain more than 353 sand. Tops& shall be mune* free of trabeoll. heavy clay, coarse sand, donee, and other object. over 51 min (2 inches) In diameter; and without plants. root.. sticks, and other objectionabk material. 4. Geolextile Fabric for Suberode Stabalthlion fa mouiredl: MNDOT Standard Specification 3733 Type V &meads gulden, matelot 5. Sanoorfina Ports for &Menu. 51 mm (2 inch) equate or larger hardwood, pine, or etandard T- or U-section eteel posts. T- or U-section steel posts shall weigh not less Mon 1.8602 kg per meter (1.25 lb per lineal foot). Pods shall have a minimum length of 1524 torn (5 feat). Posts shall have probscUons to facilitate fortenIng the fabric and prevent slippage. 6. Siefenre POW- MNDOT Standard Specificatiee 3888 self supporting Ma fence. Furnish In a continuous oil in order to avoid epllus. Cutest/1e fabric shall be uniform In texture and appearance and have no defects, flawe, or tetra The fabric shall contain sufficient ultrovidet (UJ) ray inhibitor and stelairaers to provide a minimum two-year nand. Of, outdoors. Fobric odor shoe be International orange. 7. bugle ale for Temoarary Rock E.nnalnation Entrnnea. 25 nun (I inch) to 50 nun (2 Inch) diameter mak, INGOT Standard Specifkation 3137 G-1, G-2, or G-3 Coarse Aggregate, or equal. B. Geolextlie Feb& for Tema:wary Rock Cc:cement", Entente. MNDOT Standord SpecifIcaUon 3733 Type V permeable geotextile fabric material. 9. Apareaute for Mee and Rock Sediment DIA., 25 mm (1 inch) to 50 Rim (2 Inch) diameter rock, MNDOT Standard Specifkatbn 3137 G-1, CA-2, or CA-3 Coarse Aggregate, or equal. 10. Rhis13111321Esdkinlatilitaar Bock. and Rook Inlet Edens could of open-cons concrete masonry blotto, dm screen with 12 mm (0.5 Inch) openings, and washed reek. Place open-con concrete masenry blocks lengthwise on their dee around the catchboein inlet. thou wire wenn around the perimeter to the top of the block barrier bee. the mak Is placed. 'The screen acts to parent the rocks from being waked through the blocks. Plate rock against the sire mesh to the top of the blocks. the 25 mm (1 Inch) to 50 mm (2 inch) diameter rock. LINDOT Standard Specification 3137 CA-1, cA-2, CA-3, or equal Cowes hedged& habil Mo• course. of 8" blocks In order to form a barrier height of 16". 11. Concrete Block for Block and Rook inlet Falter Standard units with nominal face &undone of 18 x 8 Inches. Minimum 8 inch& nominal depth. 12. reaLialearadAlgrLsini112a116ilat min 12 mm (05 Inch) openings 13. Bele& Tightly bound boles of unrolled hay, straw, or other gross locally available from recent cuttings. 14. thodearadoble Emden Contra Blanker In accordance with LINDOT Standard Speciflcation 3005. 15 Erosion Control Matting: Landlok 7121.1 450 Turf Reinforcement Mat manufactured by Proper., Inc. (wwwfloutextlle.cort), or approved equal soil erosion control molting. TO. Stooks; Stoplee used to anchor erosion control blankets shall be U-shaped, 3 morn diameter or heavier steel wire. the span width at the crew shoe be a minimum of 25 nun (1 inch). Staples shall have a length of 250 ran (10 inehes) or more from tap to bottom after bending. 17. B12,1626 Curies Sediment Log, os manufactured by American EXCRISIOr Company herecurlextern), or approved equal. Excelsior Mem shall be weed wed free, lYPE III 9-inch (23-cm) diameter. Excelsior ulor shall be standard (natural). Netting at eoch end of the log shall be secured io aware fiber carrioinment :; LY OF EDINA JAN 1 9 2023 'ARTNIEN -1 NINNEHAHA CREEK WATERSHED NOTES: 1. All fabric tenets used for erosion and eedimentation control and all other temporary controls doll not be removed unbl the MCWD hoe deferrrined that the site hoe been permanently reetabiraed and shall be removed within 30 days thereafter. 2. Silt fence color shall be international orange. 3. Minimise site sail umpactke. Break up all compacted soil to a depth of at Mast 6 inches before revegetation. 4. Do not dockpfle mom than 50 cu. yde. of soll or other material subject to erosion by wind or water that is not peered, vegetated, endued, sift-fenced cn the down grodient site, or othemise effeeUvehc protected from erosion. 5. Maintain a written log of a0 inspection, maintenance, and repoir active/se related to erosion and sediment control Mathes. 6. Notify the MCWD in writing at the following stage., do not proceed with odd-Atonal etc activity until the 1.1CWO has been notified and allowed two fun business days to inspect the the and confer with the appecont: (o) On completing installation of perimeter erosion and sedimentation confrere. (b) On completing land-disturbing =Maier and putting into place measures for final see stabilisation ond revegetation. (c) When the site has been permanenUy stabilized and revegetated. (41) When all temporary erosion and sedimentation controls have been unloved from the elk. JM DRAWING: \ \ server \ Project. V022\122-55E1 US Internet - 6444 Xerxes Avenue South - Edina, MN\ 2023-01-18 \22558C10.dwg LAYOUT: C6 - Erosion and Sediment Control Notee and Detail. XREF: building; Min wand XREF: sitedon CIVIL AND ENVIRONMENTAL ENGINEERING SERVICES US INTERNET 6444 XERXES AVENUE SOUTH EDINA, MN 55423 DATE REVISION I HERESY CERTIFY THAT THIS PLAN, SPECFICATION. OR REPORT WAS PREPARED BY ME OR UNDER MY DRECT SUPERVISION AND THAT 161,1A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE 0 MINNESOTA Bun Altedstak DATE 01/16/2023 rIG 22-16'.7. INFORMATION PROJECT NO 22-5E3 DRAV64 BY CHECKED BY APPROVED BY bhm SCALE Siferbc DATE 01118/2023 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS SHEET 110 C6 f 22-558 A 4 1 lr 25'-0' /. f. 7 74 / 0 0, VES . g Pr MEYER GROUP diP 1 109 I ARCHITECTURE 27 -03/4. 1 10 A I: 0 306 W. Superior St. 1022 Lakeshore Dr. Suite 1600 Ashland, WI 54806 AFI 001 Duluth, MN 55802 , 0 218.727.1330 715.292.6493 www.meyergroupduluth.com ir0 $ 3.-03,4. 4 4,-0. S'-0' 4.-0. 5.-0r 011 / ' 1 1 fim 1 1 $ SWITCH ROOM 1 I 104 I A42 1). EQUIP SLAB SEE STRUCT i 11) 0 $ /ii .. de & A ,\ .<'12.c)Ci XFIAR SEE ME 0 00 <'<>"SP\'\C° c'CLO Ps 24 _0. //./././///, 4 4 11 111 $ , 4nr, usTrA0 i / \y 1 / / LANDING R OM 1 A3I ,- t' / • / / / A /"/ .'1.../-/i 7/. / $ 5 103 0 REVISIONS / ri FIRE CONTRO :T. $ 0 No. Description Date 1=, 27 -9' 5, 0 Or 1 106 1 t., 4 A42 GTC SEE ELEC MTR SEE ELEC MCT SEE ELEC 0 6'-61/6' 6" 4 5'-55/8' • 10,-17. 4 CV HALL ..t CD z I 107 1 5 GENERATOR 1 5 ENCLOSURE U 0 0 1 108 V 4w/ r....... ; • 0 W 1:'_ . 1 TOILE RM. — — ii, 101 US INTERNET ;,- ri /02 ti SEE EEC 1 F) fr 9 OA g 0 SECURITY EQUIP 2 r4 ELEC AL ii ATS J-130X SEE ELEC i GENERATOR SEE ME / 1 r 6" 5 5 6,10 1 16" I 2 • 7-615/76' 111 111 MOP SEE ELEC 6444 XERXES AVE S SEE STRUCT FOR SLAB VEST. PA 1 1.11 LP SEE ELEC EDINA, MN 55423 1 101 AI g 5 • g 5 A PLANS 0 IF 1 ANNUNCIATOR SEE ELEC • 4. • . / X X -X t. .,.' N CITY OF ‘'I 0 Alk A4.1 EDINA JAN 1 9 2023 PROJECT NUMBER 22-041 DATE 1/18/23 DRAWN BY JTF, EJS CHECKED BY TLM E; -rig CO 1 kl _0 C FLOOR PLANNING DEPARTMENT nr 0 .... A2 • I ACRYLIC OR METAL EQUIPMENT SCREENING PRE-FINISHED METAL FASCIA "9 — — — — — MEYER GROUP EFS WALL SYSTEM PREFINISHED CULTURED METAL FASCIA STONE _ ARCHITECTURE 306 W. Superior SI. 1022 Lakeshore Dr. Suite 1600 Ashland, WI 54806 Duluth, MN 55802 218.727.1330 715.292.6493 IN ww.meyergroupduluth.com 11:-.....__, ". -......,,..,•••••,;,...,w-A.,—=.....e-=,..., .•,= s“ ,,,, ED EXTERIOR ELEVATION - NORTH 1/4r = 1.-0" ACRYLIC OR METAL EQUIN.ENT SCREENING PRE-FIMSHED 4) \ \, S' ) \ FASCIA T_Q. Plte *METAL N IA N AGO ROOFJOW1 W W } 2 REVISIONS 2 EJFS WALL SYSTEM No. Description Date 1=1 C•1 Cil (.;', ' - I 0 Z CULTURED STONE 5 J_ lb o II o I US INTERNET w ° °°° ,%',';'T-/9, 6444 XERXES AVE S EDINA, MN 55423 E . PAINTED HOLLOW METAL DOOR AND FRAME 0 EXTERIOR ELEVATION - SOUTH 0 EXTERIOR ELEVATIONS N 14' = V-0" CITY OF EDINA '3 t ti JAN 19 2023 — PROJECT NUMBER 22-041 DATE 23 DRAWN BY 1/18/ JTF CHECKED BY TLM ,,, PLANNING DEF/ARIL4:1N I ZS 0 r.e A4 . 1 ACRYLIC OR METAL EQUIPMENT SCREENING PRE-FINISHED A3.1 METAL FASCIA MEYER ....,,„,_. - GROUP EIFS WALL ARCHITECTURE 306 W. Superior St. 1022 Lakeshore Dr. Suite 1600 Ashland, WI 54806 SYSTEM Duluth, MN 55802 218.727.1330 715.292.6493 www.meyergroupduluth.com CULTURED STONE 0 EXTERIOR ELEVATION - EAST 1/4" = I-0" 9'<<' C)\-1 9 05) ACRYLIC OR METAL A3.1 EQUIPMENT SCREENING N - GO To W PRE-FINISHED METAL FASCIA REVISIONS _ _ . _ __ , ., _. _ No. Description Date Ra?.J.gArpso N rli '' - 11 11 U N, 0 U H [I Z 6 _, EIFS WALL SYSTEM 0 • ... CHAIN LINK GATE ._, US INTERNET Cr ..- (1, CULTURED STONE 1 [11 6444 XERXES AVE S EDINA, MN 55423 E . Two:o - EXTERIOR ELEVATIONS CITY OF EDINA 9 0 EXTERIOR ELEVATION - WEST PROJECT NUMBER 22-041 t 1W = 1.-0" o . PLANNING DEP 2,.I- i I JAN 1 9 2023 DATE 1/18/23 DRAWN BY JTF, EJS CHECKED BY TLM A4 • 2 GENERAL PROJECT NOTES CONTRACT DOCUMENTS 1. THE WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS. 2. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY. READ THE DRAWINGS IN CONJUNCTION WITH THE SPECIFICATIONS AND EXECUTE THE WORK. 3. THE WORK IS DEPENDENT ON SEVERAL DISCIPLINES. READ THE DRAWINGS BY CROSS-REFERENCING BETWEEN DISCIPLINES. 4. REPORT DISCREPANCIES IMMEDIATELY TO THE OWNERS REPRESENTATIVE FOR DIRECTION BEFORE PROCEEDING WITH THE WORK. SITE ACCESS & PROTECTION 1. STAGING AREA IS WITHIN THE CONTRACT LIMIT (OR "PROJECT LIMITS") LINE. STAGING AREA DOES NOT INCLUDE ACCESS ROUTES TO THE SITE. THE CONSTRUCTION (AND REMOVAL) OF TEMPORARY STAGING AREAS AND/OR ACCESS ROUTES SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY AND EXPENSE. 2. CONSTRUCTION RELATED VEHICLES REQUIRED FOR THE WORK EXITING AND/OR ENTERING THE SITE SHALL NOT DEPOSIT DIRT, MUD, OR OTHER DELETERIOUS MATERIALS THAT WOULD PRESENT A NUISANCE OR HAZARD TO THE PUBLIC TRAVELING ON RIGHT OF WAYS. PREVENTION AND CLEANING SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY AND EXPENSE. 3. NO WORK, EQUIPMENT OR STAGING IS PERMITTED OUTSIDE THE LIMIT LINES UNLESS THE CONTRACTOR HAS APPROVAL FROM AUTHORITIES. COORDINATION PERMITS AND TRAFFIC CONTROL REQUIRED SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY AND EXPENSE. 4. THE DOCUMENTS DO NOT SPECIFY SAFETY MATERIALS, EQUIPMENT, METHODS OR SEQUENCING TO PROTECT PERSONS AND PROPERTY. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY AND EXPENSE TO DIRECT AND IMPLEMENT SAFETY OPERATIONS TO PROTECT PERSONS AND PROPERTY. QUALITY ASSURANCE 1. EXECUTE THE WORK AND SCHEDULE INSPECTIONS IN ACCORDANCE WITH APPLICABLE FEDERAL STATE, AND LOCAL STANDARDS, LAWS AND REGULATIONS. 2. ENSURE SUBCONTRACTORS, MANUFACTURERS AND SUPPLIERS HAVE THE LATEST CONTRACT DOCUMENTS PRIOR TO THE SUBMITTAL OF THEIR SHOP DRAWINGS AND/OR DELEGATED DESIGN DRAWINGS. 3. REFER TO THE SPECIFICATIONS FOR REQUIRED SUBMITTALS, INSPECTIONS AND NOTICE TO PROCEED. EXISTING CONDITIONS SURVEY 1. THE DOCUMENTS ARE BASED ON THE FOLLOWING TOPOGRAPHIC AND UTILITY SURVEY: • TOPOGRAPHIC SURVEY BY SUNDE ENGINEERING (10830 NESBITT AVENUE SOUTH BLOOMINGTON, MINNESOTA 55437 (952) 881-3344) 2. SURVEYED UNDERGROUND UTILITIES ARE PROVIDED FOR INFORMATION ONLY AS THEY ARE INFERRED BY SURFACE MARKINGS AND FEATURES AND AS SUCH MAY NOT BE ACCURATE OR COMPLETE. UTILITIES 1. THE LOCATIONS AND SIZES OF EXISTING UTILITIES (IF SHOWN) ARE APPROXIMATE ONLY. IDENTIFY, LOCATE AND PROTECT UNDERGROUND AND OVERHEAD UTILITIES TO REMAIN. 2. COORDINATE WITH THE LOCAL UTILITY COMPANIES AND/OR AGENCIES. CALL LOCAL '811' OR REQUEST LOCATES ONLINE NO LESS THAN 48 HOURS PRIOR TO DIGGING TO LOCATE UNDERGROUND UTILITIES OR AS REQUIRED BY LOCAL REGULATIONS. 3. BE FULLY RESPONSIBLE FOR THE COST OF DAMAGES WHICH OCCUR AS A RESULT OF A FAILURE TO ACCURATELY LOCATE AND/OR RETAIN UTILITIES TO REMAIN. LAYOUT 1. THE VERTICAL CONTROL FOR THE PROJECT IS: NORTH AMERICAN VERTICAL DATUM (NAV88) OR NATIONAL GEODETIC DATUM (NGDV29) UNLESS OTHERWISE NOTED. 2. VERIFY THE LOCATION OF EXISTING FEATURES TO REMAIN THAT CONNECT TO NEW WORK, DIMENSIONAL CLEARANCES, SETBACKS AND OFFSETS AND VERTICAL DATUM. REPORT DISCREPANCIES IMMEDIATELY TO THE OWNER'S REPRESENTATIVE FOR DIRECTION BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. 3. VERIFY PREVIOUS UNDERLYING TRADEWORK CONFORMS TO THE DOCUMENTS PRIOR TO PROCEEDING WITH OVERLYING TRADEWORK. REPORT DISCREPANCIES IMMEDIATELY TO THE OWNER'S REPRESENTATIVE FOR DIRECTION BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. 4. GENERAL CONTRACTOR SHALL RETAIN SURVEY CONTROL FOR LAYOUT OF THE WORKS AND AS-BUILT SURVEYS. 5. COORDINATE AND COLLATE SUBCONTRACTOR'S SURVEYS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY EXISTING SITE CONDITIONS AND EVOLVING SITE CONDITIONS PRIOR TO THE START OF SITE WORK. DISCREPANCY AND/OR UNFORESEEN CONDITIONS FOUND SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO STARTING THE SITE WORK. DO NOT BEGIN WORK IN SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED. 6. ERECT AND INSTALL ALL WORK LEVEL, PLUMB, SQUARE, TRUE, STRAIGHT AND IN PROPER ALIGNMENT. 7. DO NOT SCALE FROM DRAWINGS. USE DIMENSIONS SHOWN AND/OR SUPPLIED CAD DRAWING FILE AND. SURVEY INTERPOLATION. 8. DIMENSIONS NOTED "CLR" OR "CLEAR" MUST BE STRICTLY MAINTAINED ALLOWING FOR THICKNESS OF FINISHES. FIELD VERIFY PRIOR TO CONSTRUCTION. 9. ANGLES ARE 90 DEGREES UNLESS NOTED OTHERWISE. 10. CURVES FOR PAVING, BANDS, PATHS, EDGING AND HEADER BOARDS SHALL BE SMOOTH AND CONTINUOUS WITHOUT ABRUPT CHANGES, OBVIOUS TANGENTS OR BENDS. 11. PITCH EVENLY BETWEEN SPOT GRADES AND CONTOUR LINES UNLESS GRADE BREAKS, RIDGELINES, SWALES ARE INDICATED OR OTHERWISE NOTED. PAVED AREAS SHALL PITCH AT A MINIMUM OF 1% UNLESS OTHERWISE NOTED ON DRAWINGS. DISCREPANCIES OR CONDITIONS NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE FOR RESOLUTIONS PRIOR TO CONTINUING WORK. 12. PEDESTRIAN SIDEWALKS AND PAVING SHALL HAVE A CROSS PITCH LESS THAN 2% UNLESS OTHERWISE NOTED TO MEET ADA REQUIREMENTS. 13. REQUEST A FIELD REVIEW BY THE LANDSCAPE ARCHITECT OF THE LAYOUT OF ELEMENTS AS SHOWN. OBTAIN LANDSCAPE ARCHITECTS APPROVAL OF LAYOUT BEFORE INSTALLING THE FOLLOWING: FIRST TYPICAL SITE LIGHTING FIXTURES, JUNCTION BOXES, TRANSFORMERS. • FIRST TYPICAL SITE UTILITY FIXTURES, INCLUDING BUT NOT LIMITED TO BOXES, VAULTS, PULL BOXES, MAN HOLES, AIR RELEASE VALVES, VENTS, BFP, AND OTHER CIVIL MECHANICAL ELECTRICAL PLUMBING, TELECOM, HEATING/COOLING, AND IRRIGATION STRUCTURES. • FIRST TYPICAL FORMWORK OF WALLS. • TREE LOCATIONS. STAKE ALL TREE LOCATIONS. OBTAIN APPROVAL OF LANDSCAPE ARCHITECT BEFORE PLANTING TREES. FIRST TYPICAL CURVED EDGING AND CUTTING. FIRST TYPICAL EXPANSION JOINTS IN CONCRETE PAVING. WATERING 1. ALL PLANTED MATERIAL SHALL BE WATERED BY TEMPORARY MEANS UNTIL PLANTS ARE ESTABLISHED. 2. TEMPORARY WATERING MEANS, METHODS, AND SCHEDULING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. REMOVE ALL TEMPORARY WATERING EQUIPMENT UPON PLANT ESTABLISHMENT WORK BY OTHERS 1. COOPERATE AND COORDINATE WITH OTHER CONTRACTORS WORKING CONCURRENTLY SO AS TO NOT VIOLATE EACH OTHER'S PERMITS AND TO AVOID DAMAGE TO EACH OTHER'S WORK. 2. EACH CONTRACTOR SHALL PROTECT AND MAINTAIN THEIR OWN WORK FOR THE DURATION OF THEIR CONTRACTS. CODE COMPLIANCE 1. WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LAWS, CODES AND REQUIREMENTS OF REGULATORY AGENCIES HAVING JURISDICTION. 2. NOTIFY THE OWNER'S REPRESENTATIVE OF DISCREPANCIES BETWEEN THE WORK AND APPLICABLE CODES. DO NOT WORK IN AN AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED. 3. VERIFY CODES IN EFFECT AT THE TIME OF THE NOTICE TO PROCEED AND STAY CURRENT WITH CODE CHANGES WHICH AFFECT THE WORK UNTIL SUBSTANTIAL COMPLETION. 4. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR CONSTRUCTION RELATED PERMITS. CODES IN EFFECT 1. THE FOLLOWING CODES ARE APPLICABLE AND IN EFFECT: • 2020 MINNESOTA STATE BUILDING CODE 2. REVISIONS TO THE APPROVED AND PERMITTED DRAWINGS OR DOCUMENTS SHALL BE SUBMITTED TO THE CODE AUTHORITIES FOR REVIEW. NOTIFY THE OWNER'S REPRESENTATIVE OF THE PROCESSING TIME FOR EACH REVISION SUBMITTED FOR PLAN CHECK. COPYRIGHT AND REPRODUCTION 1. THE USE OF REPRODUCTIONS OF THE CONTRACT DOCUMENTS OR ELECTRONIC FILES AS SHOP DRAWING DOCUMENTS BY THE CONTRACTOR IS AT THEIR OWN RISK. THE DESIGN CONSULTANTS ASSUME NO LIABILITY AS A RESULT OF THE USE OF REPRODUCTIONS OF THE CONTRACT DOCUMENTS FOR SHOP DRAWINGS AND/OR DELEGATED DESIGN DRAWINGS. 2. THE ENTIRE CONTRACT DOCUMENT PACKAGE HEREIN IS THE ORIGINAL AND UNPUBLISHED PROPERTY OF THE OWNER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE PRIOR EXPLICIT WRITTEN CONSENT. 3. THE USE OF DIGITAL DESIGN FILES SHALL REQUIRE THE CONTRACTOR TO AGREE TO PRIME CONSULTANTS LICENSE CONDITIONS BEFORE USE. CONSTRUCTION LOADS, DAMAGES & REPAIRS 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SLOPE STABILITY AND DE-WATERING DURING THE WORKS UNLESS UNKNOWN CONDITIONS ARE ENCOUNTERED. 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROTECTING THE WORKS FROM CONSTRUCTION LOADS AND DAMAGES TO EXISTING STRUCTURES TO REMAIN, NEW STRUCTURES AND NEW PAVEMENTS DURING THE WORKS. 3. BE FULLY RESPONSIBLE FOR THE COST OF DAMAGES WHICH OCCUR AS A RESULT OF A FAILURE TO MITIGATE CONSTRUCTION LOADS AND/OR PROTECT THE WORKS FROM CONSTRUCTION RELATED IMPACTS. REPAIRS SHALL BE TO A NEW OR BETTER CONDITION COMPARED TO THE EXISTING CONDITION BEFORE DAMAGE, AND AS APPROVED BY THE OWNER'S REPRESENTATIVE. 4. CONFIRM ON-STRUCTURE UNIFORM AND POINT LOAD LIMITS WITH ENGINEER PRIOR TO IMPORTING AND HANDLING LANDSCAPE MATERIALS OVER VAULTS, AND/OR TUNNELS, INCLUDING UTILITY STRUCTURES, AND FLOOD CONTROL STRUCTURES. CONSTRUCTION WASTE MANAGEMENT 1. REMOVE FROM THE SITE EXCESS MATERIAL AND/OR DEBRIS. DISPOSAL OF MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR. EXCESS MATERIAL AND/OR DEBRIS TO ABLE TO BE RECYCLED OR REUSED SHALL BE DISPOSED OF OFF THE PROJECT SITE IN A PERMITTED LANDFILL. ABBREVIATIONS APPROX APPROXIMATE AVG AVERAGE BLDG BUILDING BM BENCHMARKA BOS BOTTOM OF STAIR BOT BOTTOM C CHILLER CB CATCH BASIN CIP CAST-IN-PLACE CJ CONTROL JOINT CL CENTER LINE CLR CLEAR CLL CONTRACT LIMIT LINE CMU CONCRETE MASONRY UNIT CONC CONCRETE CTR CENTER T TRANSFORMER TAN TANGENT TBD TO BE DETERMINED TB-XX TEST BORING TD TRENCH DRAIN TEMP TEMPORARY THK THICKNESS THRUTHROUGH TO_ TOP OF _ TOC TOP OF CURB TOL TOLERANCE TOS TOP OF SLOPE TOW TOP OF WALL TR TRASH TS TOP OF STAIR TYP TYPICAL FFE FINISH FLOOR ELEVATION UGND UNDERGROUND FF&E FURNITURE, FIXTURE, AND EQUIPMEI%- - uNIF UNIFORM FG FINISHED GRADE UP UTILITY POLE FOC FACE OF CURB UV ULTRAVIOLET FOW FACE OF WALL FV FIELD VERIFY GALV GALVANIZED GDR GUARDRAIL H HIGH HB HOSE BIBB HDPEHIGH DENSITY POLYETHYLENE HH HAND HOLE HDR HANDRAIL HORIZ HORIZONTAL HT HEIGHT HV HIGH VOLTAGE ID INSIDE DIMENSION INV.EL INVERT ELEVATION KW KILOWATT LDPE LOW DENSITY POLYETHYLENE LED LIGHT EMITTING DIODE LF LINEAR FEET LPT LOW POINT LTD LIMITED LV LOW VOLTAGE LW LOW WATER MAX MAXIMUM MFR.REC MANUFACTURER'S RECOMMENDATIONS MH MANHOLE MID MIDDLE MIN MINIMUM N NORTH NA NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHANG PB PULL BOX PC POINT OF CURVE PCC PRECAST CONCRETE PERF PERFORATED PERP PERPENDICULAR pH ACID/ALKALINE SCALE PH PHASE PI POINT OF INTERSECTION PKG PACKAGE PL PROPERTY LINE PLBG PLUMBING PRCST PRECAST PREFAB PREFABRICATE PROVPROVISIONAL PVC POLYVINYL CHLORIDE PWR POWER DAT DATUM DEG DEGREE DIA DIAMETER DIM DIMENSION DIST DISTANCE DIV DIVISION DWG DRAWING • EAST EA EACH EJ EXPANSION JOINT EL ELEVATION EP EDGE OF PAVEMENT EQ EQUAL EQSPEQUAL SPACING EQUIV EQUIVALENT EX EXISTING F FAHRENHEIT FC FOOTCANDLE VAR VARIES VERT VERTICAL VRFY VERIFY W WEST W/ WITH W/O WITHOUT WL WATERLINE WLD WELDED WT.EL WATER ELEVATION XFMRTRANSFORMER YR YEAR AT AND - / + DIMENSION TOLERANCE IJ ISOLATION JOINT HW HIGH WATER NP NORMAL POOL GB GRADE BREAK R RADIUS RCP REINFORCED CONCRETE PIPE RECIRC RECIRCULATE RECPT RECEPTACLE REINF REINFORCE REQD REQUIRED REV REVISION RLG RAILING ROW RIGHT OF WAY S SOUTH SALV SALVAGE SEG SEGMENT SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE SSD SUBSOIL DRAIN SST STAINLESS STEEL STA STATION STD STANDARD SUCT SUCTION QTR QUARTER QTY QUANTITY CITY OF EDINA JAN 1 9 2023 PLANNING DEPARTMF F/ DAMON FARBER LANDSCAPE ARCHITECTS 401 North 2nd Avenue, Suite 410 Minneapolis, MN 55401 p: 612.332.7522 CITY OF EDINA SUBMISSION US INTERNET 6444 XERXES AVE, EDINA, MN I hereby certify that Nis document was prepared by me or under my direct supervision and that I ant a duly licensed Landscape Architect under the LTna of the Slate of Minnesota TOM WHOLOCK Skin/dere Date Dale 01-18-2023 DF/ NOW I 22.248 Scats VT e 1,0° Drawn /Checked J./TW REVISION LANDSCAPE NOTES L001 01-18-2023 22-246 M indicated JVJTW Dale OF/ Project Scale Drawn/Checked D F/ DAMON FARBER LANDSCAPE ARCHITECTS 401 North 2nd Avenue, Suite 410 Minneapolis, MN 55401 p: 612.332.7522 CITY OF EDINA SUBMISSION US INTERNET 6444 XERXES AVE, EDINA, MN I hereby certify that this document was prepared by me or under my direct supervision and Nat I am a duly Licensed Landscape Archkect under the laws of the State of Minnesota TOM WHITLOCK Approver Signature Dale REVISION TREE PROTECTION PLAN L002 NEW BUILDING, SEE ARCH. FFE: 885.50' EXIST SIGN. TO REMAIN / I TREE PRESERVATION NOTES SITE SPECIFIC NOTES 1. PROVIDE LMBING OF EXISTING TREES AS REDD FOR CONSTRUCTION ACCESS, CLEARANCE FOR PROJECT PATHWAYS, AND AS DIRECTED BY LANDSCAPE ARCHITECT. PRUNING & REMOVALS TO BE APPROVED BY LA PRIOR TO REMOVAL TREE PROTECTION 1. CONTRACTOR SHALL PRESERVE TREES SHOWN IN THE DRAWINGS TO BE PROTECTED AND PRESERVED. INSTALL TREE PROTECTION MEASURES PER DETAILS. 2. TREE PROTECTION MEASURES ARE TO BE INSTALLED PRIOR TO DEMOLITION AND SHALL BE MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PERIOD. 3. NO WORK SHALL OCCUR IN TREE PROTECTION ZONES. 4. CONTRACTOR SHALL TAKE EXTRA PRECAUTIONS TO MINIMIZE DAMAGE TO TREES WHERE WORK IS DESIGNATED TO OCCUR WITHIN AND ADJACENT TO THE DRIPUNE OF TREES. REFER TO TREE PROTECTION DETAILS FOR TREE PROTECTION FENCE, TRUNK PROTECTION, AND PRUNING PRACTICES. 4.1. EXCAVATION WORK WITHIN DRIPLINE OF TREES SHALL BE UMIFED TO HAND REMOVAL, DIRECTIONAL BORING. AND AIR KNIFE ONLY TO MINIMIZE DAMAGE TO ROOT SYSTEMS. SEE SPECIFICATIONS FOR DIRECTIONAL BORING DEPTHS WITHIN DRIPLINE OF TREES. 4.2. WHERE WORK IS TO OCCUR WITHIN DRIPLINE OF TREES OR TREE PROTECTION ZONES, PROVIDE ROOT PRUNING. REFER TO PLANS FOR LOCATION. 4.3. PROTECT TRUNK AND BRANCHES FROM DAMAGE WHERE WORK IS DESIGNATED TO OCCUR WITHIN THE DRIPUNE OF TREES. 5. CONTRACTOR SHALL NOT PLACE TEMPORARY STRUCTURES OR STORE MATERIALS W TREE PROTECTION ZONES OR WITHIN THE DRIPUNE OF TREES. TREE PROTECTION FENCE SHALL PREVENT TRAFFIC MOVEMENT AND THE PLACEMENT OF TEMPORARY FACILITIES, EQUIPMENT, STOCKPILE, AND SUPPLIES FROM HARMING VEGETATION WITHIN LIMITS OF PROTECTION. ROOT PROTECTION NOTES: TREE PRESERVATION PLAN 1/6" =1*-0" DRIPLINE VARIES AVOID DISTURBANCE TO CRITICAL ROOT ZONE. WORK WITHIN THIS ZONE WILL REQUIRE ADDITIONAL MEASURES OF PROTECTION AND RESTORATION, TO BE RECOMMENDED BY ISA CERTIFIED ARBORIST. TREE PROTECTION FENCING & SIGNAGE, REFER TO DETAILS NOTES: 1. WHERE WORK IS TO OCCUR WITHIN THE DRIPUNE OF A TREE, CONTRACTOR TO USE AIR EXCAVATOR, DIRECTIONAL BORING, ROOT PRUNING, AND PRECAUTIONARY MEASURES AS DETAILED. ROOT PRUNING TO BE PERFORMED BY ISA CERTIFIED ARBORIST FAMILIAR WITH ROOT PRUNING PRACTICES. 2. ROOT PRUNING SHALL BE DONE WITH A TRENCHER OR VIBRATORY PLOW TO A DEPTH OF 18% ROOTS OVER 1.5' DIA SHALL HAVE A CLEAN CUT MADE EVA CLEAN SAW ON SURFACE OF THE ROOT. DO NOT PAlfj CUT ROOT ENOS. 3. ROOT PRUNING SHALL TAKE PLACE PRIOR TO CLEARING AND GRADING. STAKE LOCATIONS OF TREE PROTECTION PRIOR TO TRENCHING. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO DEMOLITION IN LOCATIONS SHOWN ON PLANS AND SHALL BE MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PERIOD.TREE PROTECTION FENCING MAY BE RELOCATED AS NECESSARY WITH APPROVAL FROM THE LANDSCAPE ARCHITECT. WHERE WORK IS TO OCCUR WITHIN DRIPINE OF TREE, PLACE 4' DEPTH ORGANIC WOOD MULCH AT LOCATIONS SHOWN ON TREE PRESERVATION PLAN. PLACE TREE PROTECTION WITHIN DRIPUNE WHEN FULL DRIPLINE PROTECTION IS NOT FEASIBLE DUE TO EXISTING PAVEMENT OR OTHER OBSTACLES. ROOT PRUNING TRENCH, PRUNE ON 6 TREE SIDE OF PROTECTION FENCE, 6. WIDE MAX x 18' TYP DEPTH. DIRECTIONAL BORING PERMITTED AT MIN 4' DEPTH UNDER CROWN DRIPLINE OF TREES. OPEN TRENCHING PERMITTED OUTSIDE DRIPUNE. /Thl ROOT PRUNING AND DIRECTIONAL BORING DETAIL 4. BACKFILL ROOT PRUNING TRENCHES WITH EXCAVATED SOIL AND MULCH. MARK LOCATIONS WITH STAKES FOR FUTURE REFERENCE. SILT FENCE MAY BE INSTALLED IN TRENCH PRIOR TO BACKFILLING AS LONG AS TRENCH IS NOT OPEN LONGER THAN 48HRS WITHOUT WATERING. 5. DO NOT PERFORM ROOT PRUNING WHEN SOIL IS WET OR WHEN TOP 1. OR MORE OF SOIL IS FROZEN. 6. AVOID DISTURBANCE WITHIN CRITICAL ROOT ZONE. CRITICAL ROOT ZONE SHALL BE MEASURED FROM TRUNK OUTWARD AND CALCULATED AS FOLLOWS: • DBH <29.5' USE 1 FOOT RADIUS PER 1 INCH DBH, MIN 3' RADIUS • DBH > xr USE 1.5 FOOT RADIUS PER I INCH DBH (-4-O TREE PROTECTION SIGNAGE Art SPRUCE, 0 PROTECT 12' SPRUCE, TO PROTECT r / TREE PROTECTION FENCING, .-- PER DETAIL 2 / L002 TYP..- , Alr)i _ I / / , / I 711' PROPERTY LIMIT (VERIFY ON SURVEY 18- UNIDENTIFIED SPECIE-IA O PROTECT I I / TO PROTECT 5- CEDAR, 14' ELM,_.- - 4- - 1-- TO36" PROTECTMAPi-E *4i l, I ---,... TO PROTECTI / I" r:0 // e /VE I II 1. IN AREAS PRECAUTION 2. PROVIDE LOW-IMPACT 11 3. CONTRACTOR 1 I rr 4. TEMPORARY WHERE WORK OCCURS WITHIN DRIPUNE OF TREES AND IDENTIFIED AS ROOT PROTECTION ZONES ON PLANS, CONTRACTOR SHALL USE EXTRA TO MINIMIZE DISTURBANCE TO ROOTS DURING CONSTRUCTION ACTMTIES. PROTECTIVE 4. ORGANIC WOOD MULCH LAYER BENEATH AND AROUND CONSTRUCTION AREAS, CLEAN ROOT CUTTING BY ISA CERTIFIED ARBORIST, AND EXCAVATION MEASURES. REFER TO PROJECT NOTES AND SPECIFICATIONS SHALL NOT STORE MATERIALS, EQUIPMENT, OR PARK VEHICLES IN ROOT PROTECTION ZONES. ACCESS AND MOVEMENT ACROSS ROOT PROTECTION ZONES AND OVER PROTECTIVE MULCH LAYER TO FACILITATE THE WORK SHALL BE PERMITTED. CONSTRUCTION ACTIVITIES DURING THE DURATION OF THE REPAIR TO PROTECTIVE MULCH LAYER DISTURBED BY WORK. DRIPUNE VARIES TENSIONER: COATED WIRE OR NYLONE ROPE TO KEEP FENCE TAUGHT TREE PROTECTION FENCING: 451. ORANGE SNOW FENCING OR CONSTRUCTION GRADE CHAIN LINK. FASTEN TO POSTS WI H GALVANIZED WIRE TIES TREE PROTECTION SIGNAGE SPACED EVERY 50' ALONG FENCE. REFER TO SIGNAGE DETAIL POSTS: 7' Li-CHANNEL 1.12 LBS/FOOT STRENGTH PAINTED OR GALVANIZED 10 MAX. BETWEEN SUPPORTS PERSPECTIVE 1. 2. 3. TREE PROTECTION 1" =10'-0• 5-0' KEEP OUT TREE PRESERVATION AREA CALL asta-rorroorrirr TO REPORT VIOLATIONS PROHIBIDO ENTRAR ZONA DE PROTECION DEL ARBORI LLAMAR AL TEL WI-#!C PARA REPORTAR INFRACCIONES CITY OF JAN 1 INSTALL FENCE 6' MIN. OUTSIDE DRIPUNE OR AS SHOWN ON PLAN. II LAMINATED TREE PROTECTION SIGNAGE SPACED EVERY 50 ALONG FENCE PROVIDE CONTACT INFORMATION FOR CONSTRUCTION PROJECT MANAGER D F/ DAMON FARBER LANDSCAPE ARCHITECTS 401 North 2nd Avenue, Suite 410 Minneapolis, MN 55401 p: 612.332.7522 CITY OF EDINA SUBMISSION US INTERNET 6444 XERXES AVE, EDINA, MN I hereby certify that Nis document was prepared by me or under my direct supervision and bat t am a duly licensed Landscape ArchTect under the laws of the State is/Minnesota TOM WHITLOCK Approver Signature Dale Dale 01-16-2023 DF/ Project • 22-246 Scab VT 1.-0. Drawn / Checked REVISION SITE PLAN L100 CONC. WALK0 PER DETAIL 2 / L508 1 - 7 11/17 6 / // I 1/ - - - , ro MIN ST - \ FENCING, PER DETAIL 8 / L500 • • • 0 / NEW BUILDING, SEE ARCH. I I EXIST SIGN. I TO REMAIN I I FFE: 885.50' 90 / —PROPERTY LIMIT (VERIFY ON SURVEY). • rm. 117 717 41Mbi MMO • • • E-- \ • BITUMINOUS SURFACING, SEE CIVIL. • GENERATOR ENCLOSURE, SEE ARCH.. FFE: 884.001 X • • • • • 1'M/7 ft\ii.7. F1, 0 Rif t C) 1/8" = 1.-0" SITE PLAN CITY OF EDINA JAN 1 9 2023 OLPARTMENT F/ DAMON FARBER LANDSCAPE ARCHITECTS 401 North 2nd Avenue, Suite 410 Minneapolis, MN 55401 p: 812.332.7522 ..••1. /116 ... iiiiIIITIIIP111111111111111111S111111111111111111111,1111111111/:11!!!!!!!!!!EESIIIIIIIIIIIIIII iiMMEMMOSAMMR ---- n 1101 110I NI:15 /OA 1101 . PROPERTY L MIT ERIFY ON SURVEY„. 11111111111111111111111111111111111 METAL EDGER 137.0 LF 11119111 1 - TI-B .11•• • • Vila Alpp 90111111111 011111.111 A OE NIMI/1141" !!!! VO‘P4011/11/1111111 it; .1.•,:;•i 441111,iii11011 /AAR ll li011111 . Ir!!!!' Iii '11121111111 4 4. . 1111111E11M! IA 1110111113 Ilei, vimira ttiII~~l pili „Air %cranium HVALIIN!! fi;h.311111 Irlir 4 . 1111:0 .--• *A. . akotttit, •• 16,4, V4111, aittkk&\CI- MUM ..44141110 "WSATIF . ... .... 'MEP 4111M011111 • 11 1 - TI-B - - * • 1,856`st-1-§2 • - METAL . *EDGER -95.5' 1 - TI-B miS irg 1111111111111111111111111111::1:;: n 7::::1111111111101,M111111q11- /6-WAWA._ BITUMINOUS SURFACING, SEE CIVIL NEW BUILDING, SEE ARCH. FFE: 885.50' 15 -TT -7,4176070.14114ik QN 6 - QN V GENERATOR ENCLOSURE, SEE ARCH. FFE: 884.00' PLANT SCHEDULE OOZES CCOE SOTAACA./C041..114./ KEE.CCAVESI WIATN/FALL 'FETA/ SUVA SVAS SOS I V., OATES OTT RBO10.21 UWAVAMOMMAJADANW.MMMTIA SVCS, WEIMAXWOONIAAR,O.PADIAM.OW MOMS CODE nmummmulauvaamomwmpuo. SOTA/C../COIACNIALIE SVGA EVE KOES IPAYAO OTY RAMO MOIMMAYVIVALMUNMOCIW.EQW.KMMOOMMMTV IS 0 COTCPEASTERALVEEISUILITOASELI/IXIIMOBI COT:FEASTER MARTI% OCCATEOCOI FUR WES. 0 •FAENIAA OAF TIAJES 1/0.70L•OCK 'MATCH TVA 00TOW.A./C<A1COINAIL ruprt.tor..vreew.ui MITES IVES. YMCAS IS CITY PAY406 0 .AWAMMUMAIMOMUMRAUMMTIARMMITAMOMMM90414 CENT Wet. 0 WYMMAIIMMAMINAWKWM 0 SCALOO10.ASCOEYRIN/LITTLEKIESTENI IVEY. OISOLOOCOANS VICE 001/104.1001•11.11AW WAE nOTES SIM.02 CITY R01/03 FES VONFIESOA ILIAD/CO 3StEEF . .•.'.•. 112 PAIMMAMWORTXMAffRAMAADO CITY OF EDINA TREE REQUIREMENTS REQUIRED TREES: 13 PROVIDED TREES: 15 (8 NEW, 7 EXISTING) REQUIRED TREES = PROPERTY PERIMETER (4897/ 40 TREE TYPE REQUIRED PROVIDED ORNAMENTAL 1 7 NEW 2.5" CALIPER 4 5 NEW 3.5" CALIPER 4 1 NEW 4.5" CALIPER 3 1 EXISTING, 3 NEW 5.5" CALIPER 3 5 EXISTING PLANTING NOTES: 1. TREES SHALL BE PLANTED PER DETAIL 1 / L500 2. SHRUBS SHALL BE PLANTED PER DETAIL 4 / L500 3. PERENNIALS SHALL BE PLANTED PER DETAIL 3 / L500 4. USE AIR EXCAVATION TO LOOSEN SOIL AND PLANT BELOW DRIPLINE OF MAPLE. FIELD ADJ. WILL BE REQ'D. HAND PLANTING ONLY TO MINIMIZE ROOT DAMAGE. 5. PLANT MATERIAL, MULCH, SOILS, AND COMPOST SHALL BE INSPECTED FOR JUMPING WORMS PRIOR TO PLACEMENT AND DISTRIBUTION OF MATERIALS ON SITE. INSPECTION SHALL BE PERFORMED BY LANDSCAPE ARCHITECT. NOTIFY LA MINIMUM OF 48 HRS PRIOR TO MATERIAL ARRIVAL. SEE SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS. JUMPING WORMS ARE AN UNCLASSIFIED INVASIVE SPECIES IN MINNESOTA AND PROVIDE A THREAT TO NATURAL ECOSYSTEMS. CITY OF EDINA SUBMISSION US INTERNET N 4//1-(1, ERIFYON SURVey Dale DF/ Prciect Scale Dawn / Checked REVISION N (Th PLANTING PLAN 1/8” = 1.-0" PLANTING PLAN CITY OF EDINA JAN 1 9 2023 L101 F-LANNING DEPARTiviLNI 6444 XERXES AVE, EDINA, MN I hereby corlify that this document was prepared by me or under my direct supervision and that I em a duly licensed Landscape Architect under the laws of the Stale of Minnesota TOM WHITLOCK Approver Signature Date 01.182023 22.246 As indicated 6011W F/ DAMON FARBER LANDSCAPE ARCHITECTS 401 North 2nd Avenue, Suite 410 Minneapolis, MN 55401 p: 612.332.7522 CITY OF EDINA SUBMISSION US INTERNET 6444 XERXES AVE, EDINA, MN I hereby certify that this document was prepared by me or under my direct supervision and that I am a duly licensed Landscape Archaect under the laws of the Stale of Minnesota TOM WHRLOCK Approver Signature Date Date 01-18-2023 OF/ PrNect a 22-248 Seale As indicated Drawn/ Checked JV/TW REVISION SITE DETAILS L500 GRID SPACING LAYOUT PLAN TRVNGULAR SPACING LAYOUT PLAN (71O TREE PLANTING 3/4" = 1'-0" rk--) PLANT SPACING 3/4" =1'-0" NOTE: REFER TO PLANTING SCHEDULE PLANT SPACING. NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. WRAP TREE TRUNKS ONLY UPON APPROVAL BY LANDSCAPE ARCHITECT. SEE SPECIFICATION SECTION RELATED TO PLANTS AND SOIL PREPARATION. EACH TREE SHALL BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. IF THE ROOT FLARE IS NOT VISIBLE, THE SOIL SHALL BE REMOVED IN A LEVEL MANNER FROM THE ROOT BALL TO WHERE THE FIRST MAIN ORDER ROOT (I," DIA. OR LARGER) EMERGES FROM THE TRUNK SET MAIN ORDER ROOT 1" HIGHER THAN ADJACENT GRADE. DO NOT COVER TOP OF ROOT BALL WITH SOIL. PROVIDE & INSTALL RODENT PROTECTION. r HARDWIRE CLOTH MESH CYLINDER, 8" DIA. OR GREATER X 36" MISTAKE IN PLACE. PER SPEC PLANTING PIT TO BE TWO TO FIVE TIMES THE DIAMETER OF THE ROOT BALL, SLOPED 36" RADIUS =FRE =-1 Ell1=111111E111111=1 UNDISTURBED SUBGRADE 4" BUILT-UP EARTH SAUCER BEYOND EDGE OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT REMOVE BURLAP, TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL PLACE ROOT BALL ON UNDISTURBED OR COMPACTED SOIL 4" ORGANIC MULCH; DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK -1=11 P3A-1 \ --941•11 -TIMM ' knal )03111 MN 'W MEM .1,11. 11.1 NTSMECe' h Air =u lAtVingrAPM ,t '\kt 6' DIAMETER MULCH RING EDGE CONDITION VARIES; REFER TO PLAN CONTAINER GROWN MATERIAL SHALL HAVE ROOTS AND SOIL LOOSENED PLANTING SOIL FOR PERENNIALS SCARIFY SIDES AND BOTTOM OF ENTIRE BED WITH SPADE BY HAND TO BIND WITH PLANTING SOIL UNDISTURBED SUBGRADE 3 MULCH; DO NOT PLACE IN CONTACT WITH PLANT STEM APPLICATION OF PRE-EMERGENT HERBICIDE 3. MULCH; DO NOT PLACE IN CONTACT WITH SHRUB STEM CONTAINER GROWN MATERIAL SHALL HAVE ROOTS HAND LOOSENED EDGE CONDITION VARIES; REFER TO PLAN PLANTING SOIL FOR SHRUBS SCARIFY SIDES AND BOTTOM OF ENTIRE BED WITH SPADE BY HAND TO BIND WITH PLANTING SOIL UNDISTURBED SUBGRADE ri) METAL EDGER OMEGA ARCHITECTURAL FENCE SYSTEM, INSTALL PER MANUFACTURER RECOMMENDATIONS. 6" X 6. BASE PLATE C-FLANG3GV 12" DIA SONOTUBE FOOTING. EDGE CONDITION VARIES; REFER TO PLAN PREPARED PLANTING SOIL PER SPEC SCARIFY SIDES OF TREE PIT WITH SPADE BY HAND TO BIND WITH PREPARED PLANTING SOIL TYPICAL CONCRETE PAVING O PERENNIAL PLANTING 1" = V-0" PREPARE PLANTING SOIL FOR THE ENTIRE BED '10 OA. SPACING ArAlgriffiragralk WAWA, pes aYrc q1 PREPARE PLANTING SOIL FOR THE ENTIRE SEG O SHRUB PLANTING \„,._y 3/4" =1'-0" EO. 112 PLANT SPACING UNLESS OTHERWISE NOTED ON PLANTING SCHEDULE 8 PLAN 1/2 PLANT SPACING UNLESS OTHERWISE NOTED ON PLANTING SCHEDULE 8 PLAN 40 C) /2" = 1'-0" FENCING PLANTED AREA 3/16. METAL EDGER wrTH STAKE SEEDED AREA HOLD FINISHED GRADE 1/2" BELOW EDGER. EQUALLY SPACED SEGMENTS- MAX 7-6T OZ. SPACING 12. MIN MASTIC SEALANT, PER SPECIFICATIONS; COLOR TO MATCH ADJACENT PAVING. WIDTH TO DEPTH RATIO OF MASTIC TO BE PER MANUFACTURER'S RECOMMENDATIONS. CLOSED CELL FOAM BACKER ROD 4' CONCRETE WALK. MIX PER SPEC. 0,6" D-6" -Cf. 6' COMPACTED AGGREGATE BASE TYPICAL EDGE, FORM AT 90 DEGREES TO APPEAR SIM. TO CONTROL JOINT EDGE PREMOLDED EXPANSION JOINT FLIER PER SPECIFICATIONS EXISTING SUBGRADE, COMPACTED. SEE CML TYPICAL EXPANSION JOINT- ENLARGED EXPANSION JOINT TO OCCUR 20.0.C. MAX AND AT CONSTRUCT/ON JOINTS, RAMPS, WALLS. AND OTHER VERTICAL OBSTRUCTIONS. REFER TO PLAN FOR LOCATIONS CITY OF EDINA 023 'LANNjINACN-; 1 1)2 ivibN I DEPTH OF CUT TO BE 1/4 THE DEPTH OF SLAB; MAKE ALL SAW CUTS WITHIN 12 HR. OF CONCRETE POUR 1/4T THICK CUT TYPICAL SAWCUT CONTROL JOINT O CONCRETE JOINT WORK 1/2" = 1 Es#019. vt.Tts,w.Thamrsarirs•vio•vhamis..2.0,,A.11 Eir2 a Vara►ingglinitaigaPrAit4,1 tri; Lalar MAIL ITagral42 11-11 11=11=11=11=IL=.11= — .11.—.1 —IL IL— .fi—.0=111L=IL—n= — — =T 11-11.-11 II—II—II-11—n— —11=11 —11=11=11.= =11= F=11=11=11 11=IL=1102= = 1 11..Terti-r.E._--ATILB141 -,11=11=11=11=11-- O CONCRETE WALK 3/4" = 10" D F/ DAMON FARBER LANDSCAPE ARCHITECTS 401 North 2nd Avenue, Suite 410 Minneapolis, MN 55401 p: 612.332.7522 CITY OF EDINA SUBMISSION US INTERNET 6444 XERXES AVE, EDINA, MN I hereby certify that this document was prepared by me or under my direct supervision and that I am a duly *tensed Landscape Archked under the laws of the State of Minnesota TOM WHITLOCK Approver Signature Date Date 01-18-2023 DE/ Project* 22-246 Scale As irvicated Drawn/Checked Jv / TW REVISION SITE PERSPECTIVES L501 O PERSPECTIVE 1 - LOOKING WEST NOT TO SCALE (5) PERSPECTIVE 2 - LOOKING NORTH NOT TO SCALE r-f-4-O PERSPECTIVE 3 - LOOKING SOUTH slly NOT TO SCALE VIFW KEY 0 0 6=r-- 0 ILO -L—(5 O. '\ `Y 1 CITY OF EDINA JAN 1 9 2023 PLANNING nc7r, IMENT PARKING LOT EXIST. SIGN OW FESCUE • SHADE TREE • :J 713-EFITITI -STREET TREES....- ' NEW BUILDING SEE ARCH. NAMEill'AL RO dik GENERATOR ENCLOSURE SEE ARCH. rl XERXES AVE EXIST. DRIVE 0 ILLUSTRATED PLAN 1/8" = 1.-0" F/ DAMON FARBER LANDSCAPE ARCHITECTS 401 North 2nd Avenue, Suite 410 Minneapolis, MN 55401 p: 612.332.7522 CITY OF EDINA SUBMISSION US INTERNET 6444 XERXES AVE, EDINA, MN I hereby certify that this document was prepared by me or under my direct stipends& and that I am a dub licensed Landscape Architect under the laws of the Stale of Minnesota TOM VVHITLOCK Apployer Signature Date Dale 01-18-2023 DF/ Proiect • 22-246 Scale 1/6'= ILO" Drawn / Checked BS / TW REVISION ILLUSTRATED PLAN L502 CITY OF EDINA JAN 1 9 2023 r—I 0 N N (i) >s a) X Lc) PREFINISHED METAL FLASHING BUILDING MATERIAL SAMPLE BOARD 1/18/23 CULTURED STONE - CORONADO BELGIAN CASTLE BROOKSIDE EIFS BASE COLOR STUCCO FINISH MECHANICAL SCREEN (ROOFTOP) PAINTED HOLLOW METAL DOOR AND FRAME MEYER GROUP ARCHITECTURE CITY OF EDINA JAN 1 9 2023 I 'LANNING DEPARTMENT 1022 / / / I / i MOS .727 76 ,, L-1;;;ER AVI:"_-,^f b'E- ,L,'DDITi?,"si ,-- Ev.ock 2 , 26172 I W ( ._ .21111 ! .5.89'45'52 4E O / \ -FiNcE1 tits 0.5 FL itg. \ 6.;,4;sou111 OF . PROFERTY UNE \ ° \ 20. , ITEM 14 .., s ITEM 11 111 s--;.-AREA DESCRIBEDIN QUIT am, s'..,-SAMTARY SERER EASEMENT 2 / DEED DOC. NO. 4471805 / PER 00CM. 546512 _g_± _ _ ?4------.- _ _ _ 1,2_Z' - ,, _ / -., ' _ !, - ,,. ,..112612 1210011 SU: / ;/' 725 F). 886.32 FT.; / /// /I L. EXISTING CONDITIONS SURVEY FOR: U.S. Internet ( 2214/ Al OMER: JOSEPH & JANE COSTA F ADDRESS: 6438 XERXES AVE RID.: 29-028-24-24-0119 ZOIIG: R2 26616 stfr TR LEGAL DESCRIPTION: Lot 8, Block 2, Xerxes Avenue Addition. Hennepin County, Minneaota. (Torre. Property - Certificate of Title No. 1217133) ases21 ass- 1.72 132.82 TOP FENCE UES ET.-' SOUTH OF PROPERTY UNE 71 1612.614 sev.802(5) eaLs00 s 12' PCP GENERAL SURVEY NOTES: 1. The orientation of thls bearing syatem is bosed on the Hennepin County coordinate grid (NAD 83-2011 Adj.). 2. The legal description ond easement information ueed in the preparation of this survey is based on the Commitment for Title Insuronce prepared by First Americon Title !neuron. C.npany. Commitment No. NCS-1136360-MPLS dated June 12. 2022. 3. The ongulor rotation measured clockwise from record bearings depicted on the plat of XERXES AVENUE ADDITION to this aurvey Is 00 degrees 04 minutes 40 s.onds. 4. The surveyed property hos direct access to Xerxes Avenue South, a public right of way. 5. The contours depicted hereon are per elevation data collected whee conducting the fieldwork. The contour interval is 1 foot. SITE BENCHMARK: Top nut of hydrant In Northeast corner of surveyed property Devotion = 886.45 feet. (City of Edina Oatum) 6. The total area of the property deecnbed hereon Is 15,113 square feet or 0.34695 acres. 7. The property described hereon lie, within Flood Zone X (Areas determined to be outeide the 0.2X annual chance fl.dploin) per Federal Insurance Rate Mop No. 27053C 0364 F, dated November 4, 2016. 8. Existing utilities, services and underground structures shown hereon were located either physically, from existing records made available to Lie, by resident testimony. or by locations provided by Gopher State One Call, per Ticket No. 223390820. However. lacking excavation, the exact lo.tion of undergr.nd features connot be accurately, completely and reliably depicted. Where oddiUonol or more detoled information is required, the client is advised that excavation may be necessary. Other LIM., and services may be present and verification and locotion of all utilities and services should be obtained from the owners of the respective utilitiee prior to any design, planning or excavation. The utility mopping completed as port of this survey meets the specifications of Quality Level C In accordance with Cl/ASCE 38-02 'Standard Guidelines for the Collection and Depiction of Existing Subsurface Utility Data." 9. As of the date of U. survey the property described hereon contains a total of 9 standard parking sp.es. 10. No zoning report or letter was r.eiv.. The zoning closellications depicted hereon ore bosed on informal. shown on the City of Edina Zoning Mop https://edinagis.maps.arcgis.corn/apps/weboppviewer/Indeohtmlfidwile8c334180d0.39ba8741(20e55afe5 Ws. ITEM 12 Asses -easess ,,-PUBUC 1111UTY EASEMENT i PER DOC. NO. 4471806 11 22.10 -e. as ▪ 7 1---482.07 41M22 /-'"41 s, s sss, 158,/, 'awe __ / _ sae) .. 1_____, r ..F. 22442 - -aloe '66114 met / / ///////,/ / / / /I_ LI, ' HEST UNE OF THE RES1RICRON ig / -tir, UNE OF -Th Or., /i, RECITED IN 00C. NO. 1299590 / , ME RESIRICRON \ RECIIED IN 00C. , NO. 1299590 _ LEGEND: 7-5 SANITARY MANHOLE CATCH BASIN HYDRANT STOP BOX SPRINKLER BOX MR CONDITIONER ELECTRIC AIETE_R UTILITY POLE GUY WIRE GAS METER SIGN PARKING COUNT SPOT ELEVATION EXISfiNG CONTOUR LINE T 75 -(""" 84- \"-PM FIELD MARKINGS / 1r %WC 122.50 /, lr VCT (PER PLAN) / :p - / t-- 57'50 -I- (-1611..1 . 13 „„. sese(s) asse00 16 PVC s ITEM fO e-SARY SERER EASEMENT 1 I PER I 0C. NO. 1299590 1379.1T" 21.21121 211.64.100 666.6661 161.2645(2) 61±&16). TREE CHAJN UNK FENCE HAIM RAIL SANITARY SEVIER STORM SEWER WATERMAIN UNDERGROUND TELECOMMUNICATION UNDERGROUND GAS 6444 XERXES AVENUE SOUTH P.1.D.: 29-028-24-24-0120 ZONING: POD-1 662.2 6-1 V L_I EXIS11NG BUILDING 1 SR3RY BRICK BUILDING AREA: 2,084 soft ITEM9 & UIIUTY EASEMENT PER PLAT OF )(IMES AVENUE ADDIIION (/) - C) T.) C) 74227 (1) (%i (1) <C C) 41 ?1:4; cgA 2 oil o wN 53.. E LOT BFR1MINOUS SURFACE CONCRETE SURFACE CITY OF EDINA .0\ kOCK / 2 _5 2622 JAN 1 9 7023 74 ,-BUXDING Waif: 15.0 FT • FFE: 886.78 FT.; _ .611214" GOPHER STATE ONE CALL NOTE: List of utilities noUfied per Gopher State One Call Ticket No. 223390820. CITY OF EDINA ELECTRIC CITY OF EOM FIBER OPTIC CITY OF RICHFIELD CENTURYUNK - CTLOL HENNEPIN COUNTY PUBUC WORKS MCI METROPOLITAN COUNC1L(MCES) AT&T TRANSMISSION COMCAST ClTY OF EDINA WATER OTT OF EDINA SANITARY SEWER CITY OF EDINA STORM SEWER CENTERPOINT ENERGY XCEL ENERGY ra mum 4- 01P (PER PLAN) A r-‘17‘17-Int, I I SURVEY ITEMS PER SCHEDULE B: Sub}sct to utility and drainage easements as shown on plot Xerxes Avenue Addition, r.orded October 2, 1956, as Document No. 511402, shown os a recital on the Certificate of Title. ITEM 9. 40; .24 Said drainage ond easement affects the .rveyed property and is depicted hereon. 22.70 69285466117 10. Subject to a perpetual easement for sanitary sewer purpose. over port of obove land as shown in Document No. 1299590, shown as a recital on the Certificate of Title. 20 30 Said sanitary sewer easement affects the surveyed property and Is depicted hereon. The existing bailing Is permitted to be within said easement. Said eosement also contains a douse that restricts surfoce disturbance or entry Into the port of the easement lying 57.5 feet east of the west line of Lot 8 and 122.5 feet east of the west line of Lot 8. '1 ..." C.1 I • 2,9.-0282TP,V4P5av 4-4 I ,r4r-•..c \ • <-:..,-4.,j,/".... . ----- '4..t- - CW/40: ti,21-4S 4 I 626114 0 10 SCALE IN FEET ITEM 11. Easem.t for Sanitary Sewer purposes, together with any incidental rights, in favor of Wage of Edina, a Minnesota corporation, os contoined in the Quitclaim Deed, dated October 30, 1957, recorded Decernber 5, 1957, as Document No. 546512. • FOUND IRON MONUMENT 424 Said sanitary sewer easement affects the surveyed property and depicted hereon. KI ITDA 12. Easement for public utility purposes, together with ony incidental rights, In favor of City of Edina, a Minneeota municipal corporation, as contained in the Gront of Permanent Easement, dated January 4, 2008, recorded February 22, 2008, as Document No. 4471806. 62116022121 Said public utlity easement affects the surveyed property and is depicted hereon. ITEM 14. The following document. ore memorials and/or recitole on the certificate of title: a) Quit Claim Deed dated January 29, 2008, recorded February 22. 2008, as Document No. 4471805. Said quit deka deed affects the surveyed property. The area described in said quit claim deed is depicted hereon. 5510.52177 CERTIFICATION: I hereby certify that this survey, plan, or report eras prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the la. of the State of Minnesota. 12 Date of survey: December 20. 2022. Dote of signature: De.mber 21. 2022. Eric A. Roeser Minnesota License No. 47478 eroeserOefneurvey.com VICINITY MAP NOT TO SCALE 4' FIELDWORK CHIEF: FIELD BOOK PAGE PROPERTY ADDRESS: SURVEY FOR: REVISIONS 475 Old Highway 8 NW, Suite 200 New Brighton, Minnesota 55112 PHONE: (612) 466-3300 WWW.EfNSURVEY.COM Egan, Field & Nowak, Inc. COPYRIGHT 0 2022 By EGAN, FIELD & NOWAK, INC. DESCRIPTION EXISTING CONDITIONS SURVEY NO. DATE AV 2022/06/11 REVISED PER COMMENTS DRAWN BY: DL. DAV 6444 Xerxes Avenue South Edina, Minnesota 55423 U.S. Internet 2022/12/16 ADDED TOPOGRAPHIC INFORMATION 2 DRAWING NAME: 40755 TOPO.dwg CHECKED BY: EAR JOB NO. 40755 land surveyors since 1872 FILE NO. SHEET 1 OF 1 City of Edina – New Construction Sustainability Questionnaire Page 1 City of Edina Sustainable Construction Questionnaire The City of Edina has set ambitious goals to reduce greenhouse gas emissions in the community. To help achieve these goals, developers seeking City approval must complete this form as part of their their zoning application. Upon receipt of this form, please email Sustainability Division lead, Grace Hancock, GHancock@edinamn.gov, to set up a time to walk through the form and discuss sustainable building strategies. Please email the completed form to Cary Teague, CTeague@edinamn.gov, and copy Grace Hancock. Development Address: Developmer Applicant Name: Date: Is the development seeking a PUD or City financing? See Sustainable Buildings Policy if so Topics Answers Yes or No Brief Description Sustainable Design & Energy Consumption Will you utilize Xcel Energy’s Energy Design Assistance or Energy Efficient Buildings, and/or Centerpoint Energy’s Builder and Developer programs for this development? Yes/Yes Will the buildings meet SB2030 energy goals? No Will the building be LEED certified? No Will all appliances and equipment be Energy Star or EPA WaterSense certified? N/A Will water heaters be electric or natural gas? Electric Tankless on demand system Will building heat be powered by electricity or natural gas? Electric Will different strategies to conserve energy (beyond those required by code) be included? If so, please describe No Will there be renewable energy such as solar or wind be generated on site? No Will the project include a geothermal system? No Will the completed project subscribe to a community solar program or other renewable energy program? No Will there be purchase of renewable energy credits (RECs)? No Comments: Managing Storm Water What percent of the property is pervious surface before the redevelopment? What is the percent post development? N/A 39.98% Existing vs. 44.62% Proposed What new surfaces will be pervious? (i.e. Sidewalks, driveways, overflow parking) N/A Building, sidewalks, driveways and associated parking Will a green roof be included on the new structure to assist in storm water retention? No City of Edina – New Construction Sustainability Questionnaire Page 2 City of Edina Sustainable Construction Questionnaire Will rain gardens or similar features be included on site to filter and retain the storm water? No Comments: Net decrease in impervious area from existing to proposed conditions Landscaping Features to Manage Air Quality and Heat Island Effect Will existing healthy trees be protected and saved? Yes One tree will be removed and replaced, all others will be saved. What percent of the property is covered by tree canopy before redevelopment? What is the percent post development? N/A 18% Existing vs. 30% Proposed Will you meet the current tree preservation and planting ordinance? Yes 13 trees are required and 15 will be included Will shade trees be provided along roadways, drives and surface parking areas beyond those required by code? Yes 3 Tilia americana ‘Boulevard’ trees are included along Xerxes Avenue Will native plantings be used in the landscaping? Yes Will landscaping include pollinator-friendly varieties? Yes Will future owners and managers be trained in methods to avoid harmful chemicals being used on landscaping? Yes Comments: Managing Construction Waste Will demolition of existing structures meet LEED Green Building Demolition and/or B3 State of Minnesota Sustainable Building Guidelines? No / No Will existing building elements be salvaged for reuse? Example, timber, steel, asphalt, cabinets, etc. Yes Are scrap and excess construction materials being separated and recycled? Yes Are workers provided with separate recycling dumpsters and training in proper use? Yes Comments: Managing Operational Waste Will a recycling service be provided to those in the multifamily complex? To any businesses on site? N/A Will an organic recycling service be provided to those in the multifamily complex? To any businesses on site? N/A Will future users of the building be provided with education and training regarding proper recycling practices? N/A Comments: City of Edina – New Construction Sustainability Questionnaire Page 3 City of Edina Sustainable Construction Questionnaire Managing Water Consumption Is the project including features to reduce water consumption beyond features required by code? No Is there a grey water system included to reuse water on site? Will future users of the building be provided with education and training regarding conservation of water? No Will outdoor landscaping watering system include a water sensor to automatically reduce watering in wet conditions? N/A Comments: Sustainable Transportation Features Is the site accessible by public transit within ½ mile? Yes Are site features included to make the use of public transit convenient and simple? Examples include sheltered waiting areas, paved sidewalks and clear site lines. No If there is no public transit within ½ mile, is the project providing features to help bridge the distance to allow flexibility to use public transit? No Is bike parking available near the main entrance for guests? Space in parking structure (e.g. bike corral, bike lockers) for residents’ bikes? N/A Is bike parking and a shower facility provided for employees? N/A Do you have EV Charging Stations for owners, guests or customers to use? N/A Will there be parking spaces provided for car- sharing vehicles to reduce the overall number of cars? N/A Updated June 2022 Survey Responses Public Hearing Comments 6444 Xerxes Ave. S. Better Together Edina Project: Public Hearing: 6444 Xerxes Ave. S. Conditional Use Permit VISITORS 89 CONTRIBUTORS 6 RESPONSES 6 0 Registered 0 Unverified 6 Anonymous 0 Registered 0 Unverified 6 Anonymous Respondent No:1 Login:Anonymous Email:n/a Responded At:Feb 14, 2023 05:50:43 am Last Seen:Feb 14, 2023 05:50:43 am IP Address:n/a Q1.First and Last Name Al Cobb Q2.Address 6309 York Ane. #102 Q3.Comment I would rather see a warehouse type building in a warehouse district. I would vote no for the variance. Thank you for allowing community input. Respondent No:2 Login:Anonymous Email:n/a Responded At:Feb 15, 2023 12:58:47 pm Last Seen:Feb 15, 2023 12:58:47 pm IP Address:n/a Q1.First and Last Name Anne Peterson Q2.Address 6450 York Ave So #208 Edina Q3.Comment My concerns are about height of building? Added traffic and noise? I see a separate generator building on back, will that add noise? Is this the type of building that would add extra traffic 24 hours a day? If there can’t be windows because of security does this building bring added danger to neighbors? Respondent No:3 Login:Anonymous Email:n/a Responded At:Feb 18, 2023 18:14:07 pm Last Seen:Feb 18, 2023 18:14:07 pm IP Address:n/a Q1.First and Last Name Patrick McDougle Q2.Address 3250 W. 66th St. #637 Q3.Comment I live on the same block as this proposed structure and there are a few things that it'd be great to incorporate if there are changes / conditions for this site. 1.) If there's anything that can be done with the placement of this building such that continuing 65th street through to Xerxes would be possible in the future, that'd be great. 2.) The sidewalk is a nice touch, but what does it connect to to the West? There's nothing there. Have the adjacent property owners weighed in on if they would be amenable to continuing this through to York Avenue? 3.) Please make sure that noise mitigation is part of the plan for this site. Often times utility buildings can emit whirring or humming that is a public health hazard (long-term hearing damage) and a disturbance to peace. 4.) Does this building need to be so tall? Next to the duplex to the north and the insurance office to the south, this building will feel kinda imposing (especially without the transparency as requested) Respondent No:4 Login:Anonymous Email:n/a Responded At:Feb 26, 2023 11:48:43 am Last Seen:Feb 26, 2023 11:48:43 am IP Address:n/a Q1.First and Last Name Angie McMillan Q2.Address 2808 w. 71 1/2 St, Richfield Q3.Comment A building with ZERO windows. I think not! Why is this even being considered? If you need a building with privacy, tint the damn windows! Sorry, but this sounds very suspicious to have a building with no windows. What would be going on inside that building? Against! This is too close to a public school to have this kind of “privacy” and put kids potentially in danger! Windows are a must! Period! Respondent No:5 Login:Anonymous Email:n/a Responded At:Feb 26, 2023 18:05:15 pm Last Seen:Feb 26, 2023 18:05:15 pm IP Address:n/a Q1.First and Last Name Joseph Wenzel Q2.Address 6617 Thomas Ave S, Richfield MN Q3.Comment I support the variance. US internet provides an essential service that can help the lives of many local residents. Without the variance they would have to install superficial windows that would needlessly increase the cost of the structure. Being a technology center security is of the utmost importance. Respondent No:6 Login:Anonymous Email:n/a Responded At:Feb 27, 2023 14:52:34 pm Last Seen:Feb 27, 2023 14:52:34 pm IP Address:n/a Q1.First and Last Name John Hamilton Q2.Address 6125 Beard Ave S Q3.Comment Not a very handsome building, and clearly not intended to be one. Once this creature is built, it will freeze the site for many years as an unfortunate utility building orphaned in the middle of Xerxes. There are hundreds of existing office buildings that have excess floor space all over Edina that would happily accept a long term tenant. I see no reason to approve it and certainly no reason to allow a variance. If the Owners do not respect the community any more than they have illustrated, then the feelings are reciprocal. Edina Planning Commission Public Hearing March 15th, 2023 US Internet 2Confidential •US Internet is a fiber internet service provider. •Established in 1995 •Privately owned and operated. Headquartered in Minnetonka •Currently provides residential internet service in portions of Minneapolis, St Louis Park, Minnetonka and Northeast Edina •Numerous Edina residents have expressed interest for service US Internet’s Coverage Map 3Confidential Construction Process 4Confidential FIBER TO THE PREMISE •Conduit deployed underground on both sides of the street in the Right of Way •Dedicated conduit to each building subscribing In Neighborhood Central Office (Switching Station) 5Confidential Central office constructed at 3651 Snelling Avenue South •Conduit/fiber in neighborhood comes back to the central office To service central and southern Edina, a central office is required 6Confidential •Property acquired at 6444 Xerxes Avenue South •USI would construct a 1,900 square foot facility •USI has met the conditions of Section 36-1273 Utility Buildings and Structure Perspective 1 – Looking West 7Confidential Perspective 2 – Looking North 8Confidential Perspective 3 – Looking South 9Confidential Overhead View 10Confidential USI is requesting; - 11Confidential •A conditional use permit be granted •A variance to construct the facility with no windows due to security concerns •Use of materials (cultured stone) to maintain consistency with projected projects 12Confidential Current Structure at 6444 Xerxes 13Confidential Benefits of a Fiber Network to a City 14Confidential •Helps make a more “attractive” city •Promotes Economic Development – High speed internet spurs economic growth especially in the technology sector •Increases property values •Increases competition More than 1,100 cities have made requests to Google for a fiber network while they have entered 6 cities •Cities not selected by Google are in some cases building themselves or partnering with others •Supports the increase of “work and learn” from home How is USI different than other Providers? 15Confidential •Network Design •Dedicated fiber to each building passed •“Future proof” Construction •No sharing bandwidth with the neighbors •Fastest speeds •Best in class Customer Service •Google star rating of 4.6 •Best Value Pricing •No Contracts •Belief and adherence in Net Neutrality •Locally owned and operated •Founders and the management team born and raised in the Twin Cities •Headquarters in Minnetonka Section 36-1273 Utility Buildings and Structures 16Confidential •(a) Utility buildings and structures owned by the city.Utility buildings and structures owned by the city and used for rendering service to all or any part of the city (but excluding warehouses, maintenance buildings and storage yards) shall be a permitted principal or accessory use in all districts. •(b) Other utility buildings and structures.Utility buildings and structures owned by private utility companies or governmental units other than the city, and used for rendering service to all or any part of the city (but excluding warehouses, maintenance buildings and storage yards) shall be a conditional use in all districts and shall only be constructed pursuant to a conditional use permit granted in accordance with article V of this chapter. Conditions to be met; (1) Does not have an undue adverse impact on governmental facilities, utilities, services or existing or proposed improvements; (2) Will generate traffic within the capacity of the streets serving the property; (3) Does not have an undue adverse impact on the public health, safety or welfare; (4) Will not impede the normal and orderly development and improvement of other property in the vicinity; (5) Conforms to the applicable restrictions and special conditions of the district in which it is located, as imposed by this chapter; and (6) Is consistent with the comprehensive plan. US Internet Believes in Net Neutrality 17 •We provide open networks •We do not block or filter content •We do not provide preferential network treatment •We do not throttle web traffic •We do not have data caps or overage charges •We do not interfere with web traffic •Reasonable network practices that are neither anticompetitive nor prejudicial Our network is being built to handle increased internet usage and demands so we can continue to promote net neutrality Confidential 18 Thank You! Confidential The CITY of EDINA Conditional Use Permit & Variances – 6444 Xerxes Avenue (U.S. Internet) The CITY of EDINA EdinaMN.gov 2 Site The CITY of EDINA EdinaMN.gov 3 Site The CITY of EDINA EdinaMN.gov 4 Site The CITY of EDINA 4/05/12 5 Site The CITY of EDINA 4/05/12 6 The CITY of EDINA 4/05/12 7 The CITY of EDINA 4/05/12 8 The CITY of EDINA 4/05/12 9 The CITY of EDINARequest Requires: EdinaMN.gov 10 •Conditional Use Permit & Variance Section 36-579 of the zoning ordinance requires buildings in the POD District to meet the following standards: All new front building facades in the district that face the public realm must have 75 percent transparency (ability to see inside the building) at the ground level. All facades on the first vertical 60 feet of a building (above grade) shall use natural materials (brick, stone) facing the public realm (streets, parks, sidewalks). Ground level first floors must have a minimum floor to ceiling height of 20 feet. The CITY of EDINA EdinaMN.gov 11 City Standard Proposed Front – Xerxes Avenue Side Yard – North Side Yard – South Rear – West 35 feet 20 feet 20 feet 20 feet 35 feet 20 feet 20 feet 30+ feet Over-story Trees 12 trees required (number is based on the perimeter of the site) 24 trees existing and proposed on the site The CITY of EDINA 4/05/12 12 1. Does not have an undue adverse impact on governmental facilities, utilities, services or existing or proposed improvements. 2. Will generate traffic within the capacity of the streets serving the property. 3. Does not have an undue adverse impact on the public health, safety, or welfare. 4. Will not impede the normal and orderly development and improvement of other property in the vicinity. 5. Conforms to the applicable restrictions and special conditions of the district in which it is located as imposed by this Section. 6. Is consistent with the Comprehensive Plan. Conditional Use Permit Criteria The CITY of EDINAPrimary Issue EdinaMN.gov 13  Is the Conditional Use Permit (CUP) criteria met and the variance reasonable for the site? Yes, the CUP criteria is met, and the variances are reasonable for the following reasons: 1. As demonstrated on pages 2-3 of this report, the findings for a conditional use permit would be met. 2. The proposal meets all minimum Zoning Ordinance standards except for the building material. 3. The variances are reasonable given the use of the structure as a utility building and the need for security. The purpose of the 75% transparency requirement is to make commercial uses more inviting to the public. This is not a site that will generate traffic from the public. The first eight feet of the 20-foot building will be made of stone. The CITY of EDINA 4/05/12 14 4. The plan includes landscaping and trees to exceed City Code, and partially screen the building. 5. A pedestrian sidewalk would be added along the north lot line for residents to the west and north access to the commercial area to the east and south. 6. The proposal would improve and expand internet serve to Edina residents. The CITY of EDINABetter Together Edina EdinaMN.gov 15 The CITY of EDINAStaff Recommendation EdinaMN.gov 16 Date: Marc h 15, 2023 Agenda Item #: VI I I.A. To:P lanning C ommission Item Type: O ther F rom:C ary Teague, C ommunity Development Director Item Activity: Subject:S ketch P lan for C ommunity Health and S afety C enter at 4401 76th S treet Wes t Disc ussion C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED: No action requested. P rovide the applicant non-binding feedback on a potential future development application. I N TR O D U C TI O N: T he P lanning Commission is asked to consider a sketch plan to redevelop the eight-acre site at 4401 76th Street West. T he existing 102,031 square foot building would be removed. T he main purpose of the redevelopment of this site, is for the City of E dina to construct a new 36,000 Community Health and S afety C enter. T he building will provide operational space for the E dina F ire Department and C ommunity H ealth Department. T his facility would be located on the northern third of the site, with the remaining two-thirds of the site available for redevelopment that could include housing, retail, and public space. Trace J acques of the B K V Group has designed a couple of development scenarios for consideration. T he scenarios were created based on the S outhdale Design E xperience Guidelines. AT TAC HME N T S: Description Staff Memo Building and Fire Memo Applicant Narrative and Plans Site Location, Zoning, & Comp. Plan Greater Southdale District Des ign Experience Guidelines AFO Review (Mic Johns on) Staff Pres entation Applicant Pres entation 1 of 3 Applicant Pres entation 2 of 3 Applicant Pres entation 3 of 3 City of Edina • 4801 W. 50th St. • Edina, MN 55424 City Hall • Phone 952-927-8861 Fax 952-826-0389 • www.CityofEdina.com Date: March 15, 2023 To: Planning Commission From: Cary Teague, Community Development Director Re: Sketch Plan Review – 4401 76th Street West The Planning Commission is asked to consider a sketch plan to redevelop the eight-acre site at 4401 76th Street West. The existing 102,031 square foot building would be removed. The main purpose of the redevelopment of this site, is for the City of Edina to construct a new 36,000 Community Health and Safety Center. The building will provide operational space for the Edina Fire Department and Community Health Department. This facility would be located on the northern third of the site, with the remaining two-thirds of the site available for redevelopment that could include housing, retail, and public space. Trace Jacques of the BKV Group has designed a couple of development scenarios for consideration. The scenarios were created based on the Southdale Design Experience Guidelines. (See attached narrative and plans.) This request would require the following:  A Rezoning of the site from PID, Planned Industrial District to Planned Unit Development District The site is guided in the Comprehensive Plan as OR, Office/Residential. Uses allowed on the site would include public buildings, office, residential, limited retail uses, and parks. The table on the last page of this report demonstrates how the proposed new building(s) would comply with the existing PID Standards on the lot. As with all sketch plan reviews; the Planning Commission is asked to provide non-binding comments and direction on a potential future development request. The primary focus of a future development application will be on the Community Health and Safety Center site, and how it positions itself to provide optimal emergency service and providing future development opportunities for the land to the south and adjacent property, per the Southdale design experience guidelines. Because this parcel is part of the Greater Southdale District, Mic Johnson of AFO, the City’s consultant has provided his review of the project. (See attached.) City of Edina • 4801 W. 50th St. • Edina, MN 55424 Issues/considerations for discussion:  OR, Office Residential. The following is the land use description for OR, Office Residential Land Use Category in the Comprehensive Plan: “Transitional areas along major thoroughfares or between higher-intensity districts and residential districts. Many existing highway-oriented commercial areas are anticipated to transition to this more mixed -use character. Primary uses are offices, attached or multifamily housing. Secondary uses: Limited retail and service uses (not including “big box" retail), limited industrial (fully enclosed), institutional uses, parks and open space. Vertical mixed-use should be encouraged and may be required on larger sites.” In addition to the Community Health and Safety Center, contemplated uses to the south could be public buildings or park; and could also include residential, office, or limited commercial. The residential development density for the site is 20-75 units per acre.  Development Character Guidelines. The following are the development guidelines for OR, Office Residential Land Use Category in the Comprehensive Plan: “Upgrade existing streetscape and building appearance, improve pedestrian and transit environment. Encourage structured parking and open space linkages where feasible; emphasize the enhancement of the pedestrian environment.” Both site design alternatives have focused on the Design Experience guidelines, by dividing the site up into smaller blocks, providing a significant east west connection through site for pedestrian, bike and vehicle movement. The project could also provide greater connections to adjacent property to expand redevelopment opportunities for those properties.  New PUD, Planned Unit Development. A Rezoning would be required for this proposed development; therefore, the PUD Criteria below must be met again to establish the new district: Sec. 36-253. - Purpose and intent. (PUD) The purpose of the Planned Unit Development (PUD) District is to provide comprehensive procedures and standards intended to allow more creativity and flexibility in site plan design than would be possible under a conventional zoning district. The decision to zone property to PUD is a public policy decision for the city council to make in its legislative capacity. The purpose and intent of a PUD is to include most or all of the following: (1) Provide for the establishment of planned unit development (PUD) zoning districts in appropriate settings and situations to create or maintain a development pattern that is consistent with the city's comprehensive plan; (2) Promote a more creative and efficient approach to land use within the city, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability and general welfare of the city; City of Edina • 4801 W. 50th St. • Edina, MN 55424 (3) Provide for variations to the strict application of the land use regulations in order to improve site design and operation, while at the same time incorporate design elements that exceed the city's standards to offset the effect of any variations. Desired design elements may include: sustainable design, greater utilization of new technologies in building design, special construction materials, landscaping, lighting, stormwater management, pedestrian-oriented design and podium height at a street or transition to residential neighborhoods, parks or other sensitive uses; (4) Ensure high quality of design and design compatible with surrounding land uses, including both existing and planned; (5) Maintain or improve the efficiency of public streets and utilities; (6) Preserve and enhance site characteristics, including natural features, wetland protection, trees, open space, scenic views and screening; (7) Allow for mixing of land uses within a development; (8) Encourage a variety of housing types, including affordable housing; and (9) Ensure the establishment of appropriate transitions between differing land uses.  Building Materials & Facades. Buildings must be made of natural materials (stone, brick) on the first vertical 60 feet of a building, and first floor ceiling heights must be 20 feet tall. As suggested in the Southdale Design Experience Guidelines and by City Code; all new front building facades that face the public realm must have 75 percent transparency (ability to see inside the building) at the ground level. When designing the final plans, the “street typologies” suggested in the Design Experience Guidelines should be more closely considered.  Building Height. This is an area of town that was anticipated for more building height in the 2008 Comprehensive Plan. The building height allowed on the site under current zoning is up to 12 stories. (See attached height overlay district map.) The proposed community health and safety center would be two stories in the range of 22-27 feet. The training tower could be 50-60 feet tall.  Sustainability. Any submittal for a rezoning will require compliance with the City’s Sustainability Policy.  Traffic & Parking Study. Would be required as part of any formal application. The sketch plan indicates 40-80 parking stalls will be provided. City of Edina • 4801 W. 50th St. • Edina, MN 55424 Compliance Table PID, Planned Industrial District (Measured to the curb) Comprehensive Plan Proposed Front – 76th Side – West Side – East Rear 30 feet 30 feet 30 feet 30 feet 30 feet 40+ feet 35 feet 150+ feet Building Height 12 stories 2 story health and safety center Density 20-75 units per acre 160–600-unit potential City of Edina • 4801 W. 50th St. • Edina, MN 55424 February 10, 2023 Cary Teague, Community Development Director David Fisher, Chief Building Official & Dave Ehmiller, Fire Marshal Edina Health & Public Safety Center Information / Background: There will be a new building built to house Health & Public Safety -for Fire and Ambulance Services - Address numbers will be required on building. - Separate permits will be required for each trade. - Provide a complete Building Code analysis with plans when submitting for the building permit. - An NFPA 13 Fire Sprinkler System is required in the building. - All Fire Department connections must be no more than 100 feet from an accessible fire hydrant and within 50 feet of the main entrance; be fully visible and immediately accessible by fire personnel for each building (placement subject to approval by AHJ) - Fire department access roads are to be installed and maintained per 2020 MSFC or per AHJ approval for the whole site and for each building. - Ensure adequate Emergency Responder Radio Coverage per policy number SP-022-F2 in each building. - Provide an accessible route through the whole building. - Verify accessible parking. - Verify noise ordinance will be complied with and that it’s understood. - Working Hours: Monday – Friday 7 A.M. to 7 P.M. Saturdays – 9A.M. to 5 P.M. Sundays and Holidays – No Work Allowed - Verify Address and recommend a 30, 60 and 90 percent meeting with staff before applying for the building permit. CITY OF EDINA COMMUNITY HEALTH & SAFETY CENTER EDINA, MINNESOTA SKETCH PLAN 1ST REVIEW SUBMISSION 2-22-23 Architecture | Interior Design | Landscape Architecture | Engineering CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 2 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYPROJECT NARRATIVE INTRODUCTION SITESITE APPARATUSBAYS(5-6 BAYS) STAFFPARKING(40 STALLS) PUBLICPARKING(40 STALLS) TRAININGTOWER HEALTH & SAFETY PROGRAM SPACE(22,000+/- GSF) (W 76TH STREET) EXISTING WETLAND 8.02 ACRES (349,461 sq ft) 440' x 794.25' 30' SETBACK @ BUILDING 60' SETBACK @ BAYS CONCEPT SITE PLAN - HEALTH & SAFETY CENTER The City of Edina is planning a replacement for the existing Fire Station 2 with a new Community Health and Safety Center located at 4401 W. 76th St. in the Pentagon Park Neighborhood. The existing office building at this site will be removed to make room for the City’s new facility. The planned facility is approximately 36,000 GSF and will provide operational space for the Fire Department and Community Health Department. The project is planned to be two-stories and include community- focused indoor and outdoor spaces. The planning team is currently gaining input from project stakeholders and community members through the Values Viewfinder and Better Together engagement processes. This project will be a catalyst for implementing the Southdale Design Guidelines within this region of the City. The initial phase will involve constructing the Community Health and Safety Center along with replacing existing hardscape and adding native seed mix on disturbed areas and restoring existing wetland on the southwest corner of the site. Future phases may include the potential subdivision of the site for development opportunities, including a greenway connection to the City’s park system. CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 3 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDY BUILDING ON A PROUD LEGACY OF INNOVATION & QUALITY EDINA HAS EMBRACED REDEFINING ITSELF IN ORDER TO SERVE ITS CITIZENS IN NEW AND BETTER WAYS CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 4 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDY SOUTHDALE AREA DESIGN EXPERIENCE GUIDELINES CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 5 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDY • • VIBRANT PEDESTRIAN REALMVIBRANT PEDESTRIAN REALM • • HEALTHY URBAN LIVINGHEALTHY URBAN LIVING • • SUSTAINABLE INFRASTRUCTURESUSTAINABLE INFRASTRUCTURE • • NEIGHBORHOODS OF ACTIVITYNEIGHBORHOODS OF ACTIVITY • • EXPAND THE EXTENT OF OPEN SPACEEXPAND THE EXTENT OF OPEN SPACE • • INCREMENTAL CHANGEINCREMENTAL CHANGE • • WALKABLE STREET NETWORKWALKABLE STREET NETWORK • • TRANSPORTATION OPTIONSTRANSPORTATION OPTIONS • • HIGH QUALITY WELL HIGH QUALITY WELL DESIGNED BUILDINGS DESIGNED BUILDINGS SOUTHDALE AREA DESIGN EXPERIENCE GUIDELINES CENTRAL PROMENADE SPINE “EAST WEST STREETS”“LOCAL STREETS” SITESITE SITESITE CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 6 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYEXITING CONDITIONS - AERIAL VIEW LOOKING NE P A R K L A W N W 76TH STREE T FRA N C E MINNESOT A D RI V E W77TH STRE E T SOUTHDALE GALLERIA CENTENNIAL LAKES HWY 494 CROSSTOWN HWY MN CENTERFRED RICHARDS PARK CORNELIA SITESITE CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 7 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYEXITING CONDITIONS - AERIAL VIEW LOOKING NE PARK LAWN AVENUEW 7 7 T H S T R E E T W 76TH STREET MINNESOTA DRIVE SITESITE LA FITNESS TCO 7625 4451 4451 7725 7700 4175 4100 7600 EXISTING WETLAND SITE PLAN W/ NEIGHBORING LOTS SITE LOOKING EAST ON W 76TH STREET SITE LOOKING WEST ON W 76TH STREET 8.02 ACRES (349,461 sq ft) 440' x 794.25' CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 8 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDY PARK LAWN AVENUEOPTION - 'A' NEIGHBORHOOD SITE PLAN W 7 7 T H S T R E E T W 76TH STREET GREEN SPACE W/ WETLAND NEW STREET PUBLIC PARKING 40 Stalls POTENTIAL ARTIST DESIGNED "GATEWAY PROMENADE" PEDESTRIAN BRIDGE NEW COMMUNITY HEALTH & SAFETY CENTER POTENTIAL DEVELOPMENT (ADJACENT SITES) POTENTIAL DEVELOPMENT (ADJACENT SITES) POTENTIAL DEVELOPMENT (WITHIN SITE) E/W PROMENADE NEW STREETS NEW STREET FRANCE AVENUEE/W PROMENADE PROPERTY LINE (SHOWN DOTTED) NEW STREET NEW STREET MINNESOTA DRIVE CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 9 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDY PARK LAWN AVENUEOPTION - 'A' (LOOKING SOUTHEAST) W 77T H S T R E E T W 76 T H S T R E E TFRANCE A VE N UE GREEN SPACE W/ WETLAND E/W P R O M E N A D E E/W P R O M E N A D E NEW S T R E E T NEW S T R E E T NEW STREETNEW STREETNEW STREETNEW STREET NEW S E R V I C E S T R E E T PUBLIC PARKING 40 Stalls POTENTIAL ARTIST DESIGNED "GATEWAY PROMENADE" PEDESTRIAN BRIDGE NEW COMMUNITY HEALTH & SAFETY CENTER POTENTIAL DEVELOPMENT (ADJACENT SITES) NEW S T R E E T PROPERTY LINE (SHOWN DOTTED) POTENTIAL DEVELOPMENT (ADJACENT SITES) POTENTIAL DEVELOPMENT (WITHIN SITE) CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 10 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDY LOOKING SOUTHWEST - STEP 1 LOOKING SOUTHWEST - FOLLOW ON STEPS OPTION 'A' - DEVELOPMENT PROGRESS - WITHIN SITE CLEARED SITE STAFF PARKING (40 STALLS) EXISTING WETLAND GREEN SPACE W/ WETLAND *(STAFF PARKING ACCOMMODATED INTO ADJACENT FUTURE DEVELOPMENT) PUBLIC PARKING CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 11 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDY LOOKING NORTHEAST - STEP 1 LOOKING NORTHEAST - FOLLOW ON STEPS OPTION 'A' - DEVELOPMENT PROGRESS - WITHIN SITE CLEARED SITE STAFF PARKING (40 STALLS) EXISTING WETLAND GREEN SPACE W/ WETLAND *(STAFF PARKING ACCOMMODATED INTO ADJACENT FUTURE DEVELOPMENT) POTENTIAL DEVELOPMENT (WITHIN SITE) NEW COMMUNITY HEALTH & SAFETY CENTER N EW S T R E E T N E W S T R E E T NEW STR E ET PUBLIC PARKING CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 12 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYOPTION - 'A' (LOOKING NORTHEAST) POTENTIAL DEVELOPMENT (ADJACENT SITES) POTENTIAL DEVELOPMENT (ADJACENT SITES) POTENTIAL DEVELOPMENT (WITHIN SITE)PARK LAWN AVENUE W 77TH STRE E T W 76TH STR E E T FRA N C E A V E N U E GREEN SPACE W/ WETLAND E/W PRO M E N A D E NEW STR E E T PUBLIC PARKING 40 Stalls POTENTIAL ARTIST DESIGNED "GATEWAY PROMENADE" PEDESTRIAN BRIDGE NEW COMMUNITY HEALTH & SAFETY CENTER PROPERTY LINE (SHOWN DOTTED) NEW ST R E ET NEW S T R E E T N EW S T R E E T N E W S T R E E T NE W S T R E E T NEW STREE T E/W PRO M E N A D E NEW STR E ET CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 13 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDY PARK LAWN AVENUEOPTION - 'B' NEIGHBORHOOD SITE PLAN W 7 7 T H S T R E E T W 76TH STREET GREEN SPACE W/ WETLAND NEW STREET PUBLIC PARKING 40 Stalls POTENTIAL ARTIST DESIGNED "GATEWAY PROMENADE" PEDESTRIAN BRIDGE NEW COMMUNITY HEALTH & SAFETY CENTER POTENTIAL DEVELOPMENT (ADJACENT SITES) POTENTIAL DEVELOPMENT (ADJACENT SITES) POTENTIAL DEVELOPMENTS (WITHIN SITE) E/W PROMENADE NEW STREETS NEW STREET FRANCE AVENUEE/W PROMENADE PROPERTY LINE (SHOWN DOTTED) MINNESOTA DRIVE CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 14 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDY PARK LAWN AVENUEOPTION - 'B' (LOOKING SOUTHEAST) W 77T H S T R E E T W 76 T H S T R E E TFRANCE A VE N UE GREEN SPACE W/ WETLAND E/W P R O M E N A D E E/W P R O M E N A D E NEW S T R E E T NEW STREETNEW STREETNEW STREETNEW STREET NEW S T R E E T PUBLIC PARKING 40 Stalls POTENTIAL ARTIST DESIGNED "GATEWAY PROMENADE" PEDESTRIAN BRIDGE NEW COMMUNITY HEALTH & SAFETY CENTER POTENTIAL DEVELOPMENT (ADJACENT SITES) POTENTIAL DEVELOPMENT (ADJACENT SITES) POTENTIAL DEVELOPMENTS (WITHIN SITE)) PROPERTY LINE (SHOWN DOTTED) CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 15 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDY LOOKING SOUTHWEST - STEP 1 LOOKING SOUTHWEST - FOLLOW ON STEPS OPTION 'B' - DEVELOPMENT PROGRESS - WITHIN SITE CLEARED SITE STAFFPARKING(40 STALLS) EXISTING WETLAND GREEN SPACE W/ WETLAND *(STAFF PARKINGACCOMMODATED INTOADJACENT FUTUREDEVELOPMENT) PUBLIC PARKING CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 16 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDY LOOKING NORTHEAST - STEP 1 LOOKING NORTHEAST - FOLLOW ON STEPS OPTION 'B' - DEVELOPMENT PROGRESS - WITHIN SITE CLEARED SITE EXISTING WETLAND GREEN SPACE W/ WETLAND STAFF PARKING (40 STALLS) *(STAFF PARKING ACCOMMODATED INTO ADJACENT FUTURE DEVELOPMENT) POTENTIAL DEVELOPMENTS (WITHIN SITE) NEW COMMUNITY HEALTH & SAFETY CENTER N EW S T R E E T N E W S T R E E T PUBLIC PARKING CITY OF EDINA | EDINA, MN | COMMUNITY HEALTH & SAFETY CENTER | 2-22-23 17 CONCEPTUAL NEIGHBORHOOD MASTER-PLAN STUDYOPTION - 'B' (LOOKING NORTHEAST) POTENTIAL DEVELOPMENT (ADJACENT SITES) POTENTIAL DEVELOPMENT (ADJACENT SITES) POTENTIAL DEVELOPMENTS (WITHIN SITE)PARK LAWN AVENUE W 77TH STRE E T W 76TH STR E E T FRA N C E A V E N U E GREEN SPACE W/ WETLAND E/W PRO M E N A D E NEW STR E E T PUBLIC PARKING 40 Stalls POTENTIAL ARTIST DESIGNED "GATEWAY PROMENADE" PEDESTRIAN BRIDGE NEW COMMUNITY HEALTH & SAFETY CENTER PROPERTY LINE (SHOWN DOTTED)NEW S T R E E T N EW S T R E E T N E W S T R E E T NE W S T R E E T NEW STREE T E/W PRO M E N A D E ENRICHING LIVES ANDSTRENGTHENING COMMUNITIES WWW.BKVGROUP.COM CHICAGO 209 South LaSalle Street The Rookery, Suite 920 Chicago, IL 60604 P 312.279.0470 DALLAS 1412 Main Street Adolphus Tower, Suite 700Dallas, TX 75202 P 469.405.1196 HANOI, VIETNAM No 1 Dao Duy Anh Street Ocean Park Building, Suite 15, Room 1508Phuong Mai Ward, Dong Da DistrictHanoi, Vietnam P 469.405.1240 MINNEAPOLIS 222 North Second Street Long & Kees Building, Suite 101Minneapolis, MN 55401 P 612.339.3752 WASHINGTON, DC 1054 31st Street NW Canal Square, Suite 410Washington, DC 20007 P 202.595.3173 EdinaMN.gov 2 Site EdinaMN.gov 3 Site 4/05/12 4 Site Comprehensive Plan EdinaMN.gov 5 Site Greater Southdale District Design Experience Guidelines March 5, 2019 Greater Southdale District | Design Experience Guidelines March 5, 2019 Table of Contents A. Preface What are Design Experience Guidelines? 1. Introduction page 1 Placemaking Through the Lens of Experience 2. The Vision pages 3-5 The Greater Southdale District Experience 3. The Framework pages 7-11 The 200’ x 200’ Grid Street Rooms and Seams 4. The Guidance pages 13-35 Public Realm Experience Transitions and Connections Street Room Typologies 5. Implementing and Measuring Experience page 37 Ten Things to Remember Greater Southdale District | Design Experience Guidelines March 5, 2019 page c APreface What are Design Experience Guidelines? Greater Southdale District | Design Experience Guidelines March 5, 2019 page A1 For nearly four years, a Work Group comprised of Edina residents and business leaders contemplated the future evolution of the Greater Southdale District, using the notion of “experience” as the foundational element from which to shape the district over the next 50 years. The first phase of the Work Group’s efforts consisted of developing Working Principles that would guide the group’s efforts into subsequent stages as well as suggest a dialog for considering new introductions within the district. Phase Two translated these principles into an urban design framework plan that proposed enhanced connections across existing major streets, introduced a new block framework to encourage walkability, and posed design strategies to create an improved public realm and promote higher quality, pedestrian-oriented development. The broader experience the urban design framework strives to achieve is the creation of a Greater Southdale District that connects seamlessly between the existing urban and residential fabric, maximizes the development potential of each site, enhances walkability and livability, and encourages interaction among current and future residents, businesses, and institutions. The urban design framework is the foundation to the Greater Southdale District Plan, a part of the City of Edina 2018 Comprehensive Plan. The Greater Southdale District Design Experience Guidelines is a companion to those documents, outlining high-level planning and design strategies for public realm, site, and building design supporting the desired experience outcomes. The Design Experience Guidelines sets baseline guidance for developers, designers, City of Edina staff, Planning Commissioners and members of the City Council when proposing, designing or evaluating proposed introductions within the Greater Southdale District. Use of the Design Experience Guidelines The Design Experience Guidelines apply to proposed development within the Greater Southdale District and former Pentagon Park, and should be referred to when embarking on new development or redevelopment. The Design Experience Guidelines also offer direction for new public realm features and the reimagining of existing public infrastructure. The document does not stand alone; it must be considered as part of a larger set of district goals, urban design framework and patterns, and policy guidance outlined in the Greater Southdale District Plan and the 2018 City of Edina Comprehensive Plan. Together, these documents set forth A. Preface What are Design Experience Guidelines? Greater Southdale District | Design Experience Guidelines March 5, 2019 page A2 City expectations for the future form of the Greater Southdale District, and inform all potential projects within the district. The Design Experience Guidelines are not a substitute for City of Edina zoning codes and ordinances, but instead provide substantial background for developers and design teams and a framework from which to approach proposed projects within the district. The Design Experience Guidelines clarify the dimensional characteristics of eight different Street Room typologies that together form the experience within the district. The physical qualities of each street room’s height and width, and shaped by the architecture of the district, informs the design of the public realm on streets that connect and bind the human experience of the district. These physical characteristics also shape the experience of transition – transitions from existing single-family neighborhoods and transitions into and out of the district, outlining gradual changes in building scale within these critical transition areas to bridge between one- and two-story residences and the greater intensity of the Greater Southdale District. In conjunction with the Urban Design chapter of the Greater Southdale District Plan, this document provides both a philosophical and practical framework to facilitate discussion among the City, development teams, and the community when considering proposals for change within the district. During the recommended Sketch Plan review process (described on page 70 of the Greater Southdale District Plan), the Design Experience Guidelines are intended to facilitate dialog about broader district goals, patterns and connections, building massing, programmatic opportunities and shared public realm connectivity. Dialog at this point in the review of a proposal requires imagination, looking beyond the immediate site to imagine the creation of a consistently positive human experience, requiring a proposal to recognize the ways in which it influences that experience on adjacent and nearby sites. Once a proposal progresses beyond the Sketch Plan, the document is used as a test of outcomes and touchstone to measure how every proposal meets the desired district experience. Further specific design details related to landscaping, curb and intersection design, stormwater management and daylighting, lighting standards, street furniture, and a host of other factors related to the experience of the district will be described in future versions of this or a similar document as the need for direction related to those features becomes better understood. Greater Southdale District | Design Experience Guidelines March 5, 2019 page A3 1 Introduction Placemaking Through the Lens of Experience Greater Southdale District | Design Experience Guidelines March 5, 2019 page 1 Places link our past to the future. Within every community there exists a context of memory and identity. That context is made up of the choices/ decisions of the past and is inseparable from the physical identity of place; how buildings and streets look, and what parks and open space feel like. These choices are integral to what a place will become. By describing the evolving Greater Southdale District through experience criteria shaped by the physical context, a framework emerges for how streets will be structured, the relationship of open space to buildings, and how together the designed environment will support the desired experience outcome. To expand this basic idea into contemporary design is to be both democratic and innovative. What it means to be democratic is to encourage everyone to contribute to the possibilities of a new experience within the notion that its comes from what is unique about living in Edina. To be innovative is to reach beyond current conditions to create an extraordinary place and experience.   Placemaking is not an act of invention... it is the study of how a unique place in world works, in combination with bringing contemporary design into alignment with the existing characteristics. The tools created via a collaborative process of engagement with the Greater Southdale Area Work Group takes this approach to the planning of the overall district, with the intent of providing the community, civic leaders, developers and designers the inspiration to think about the possibilities of this place in new and enterprising ways. 1. Introduction Placemaking Through the Lens of Experience In the making of the Greater Southdale District we must: • Support the public realm • Create equity throughout • Respect the larger context • Express the collective nature of community • Attend to all street rooms equally • Represent the whole in all actions • Put the collective before individual expression • Act to support the next 200 years of the Edina community — Architecture Field Office, 2018 Greater Southdale District | Design Experience Guidelines March 5, 2019 page 2 2 The Vision Aspirations for the Greater Southdale District Greater Southdale District | Design Experience Guidelines March 5, 2019 page 3 Background and Context Collectively, for nearly four years, the Greater Southdale Area Work Group has focused on building upon our community’s history of innovation, engagement and community commitment to create a vision for the possibilities of the Greater Southdale District. This work has culminated in the Greater Southdale District Plan (adopted December 2018) and the Greater Southdale District Design Experience Guidelines. Change is inevitable within the district. In the past five years alone, over 1,500 new housing units have been constructed or are underway, along with myriad other commercial projects. This is a tremendous opportunity in time, and in the broader evolution of our community. We can transform the physical environment of the Greater Southdale District from a traditional car-oriented suburban commercial district with its sea of surface parking lots and ‘superblocks,’ into a vibrant place whose character is neither urban nor suburban, but blends the best characteristics of both to create a place that is uniquely of Edina. This new model will support all modes of transportation (cars, buses, bikes, scooters, and pedestrians) and serve future generations of Edina residents, employers, and visitors. It will complement, not compete with, the single family neighborhoods that have historically defined much of the community’s fabric. Within the broader 750+ acre Greater Southdale District, and the former Pentagon Park, there exist a remarkable variety of assets. This plan connects those assets with a new street grid that overlays a human scale and allows access via a variety of transportation options. The plan sets forth a strategy to bridge between adjacent single family neighborhoods and the more commercially focused areas of the district. And, it uses public realm infrastructure— including parks, plazas, green streets, woonerfs, and waterways that manage stormwater—as the connective tissue that gives the district its unique identity. Together, these attributes will set the stage for a remarkable daily experience for those who live, work and play within the Greater Southdale District. Aspirations for the Future Greater Southdale District The Greater Southdale Work Group summarized the overall districtwide vision and land use strategies as part of the District Plan. These aspirations, which follow, are at the foundation of design policy parameters and the overall experience we are striving to shape as the Greater Southdale Area evolves over the next 50 years. 1. Imagine Greater Southdale District evolution organized around human activity, with vibrant pedestrian-focused streets, beautiful parks and public spaces, and endearing and enduring buildings where: • A sense of invention is expected from new introductions, both public and private, that build on the district’s spirit of innovation. • Its role as regional and local center for living, shopping, working, learning, entertainment, hospitality, and medical services is enhanced. • Other Edina neighborhoods, near and distant, benefit from investment in the district and the evolution of each parcel. • Investment in the public realm is reflected by a commensurate investment as private parcels evolve. • Public and civic services accommodate a growing and diverse district and community population. • Transitions at the district’s edges recognize compatible use and scale and neighboring uses are perpetuated on their terms. 2. The Vision The Greater Southdale District Experience Greater Southdale District | Design Experience Guidelines March 5, 2019 page 4 2. Make the Greater Southdale District the model of healthy urban living where: • The district’s form encourages healthy living habits, particularly through walking. • The design of buildings and spaces, both public and private, attract the widest possible range of the district’s population. • Storm water is a valued resource by making it part of the experience of the district. • Emissions and pollutants are mitigated through the introduction of significant tree canopy and limiting idling vehicles on streets, creating a more inviting walking experience along the district’s streets. • Sustainable solutions result in a stock of healthy buildings that compel healthy activity for their occupants. • Public features mitigate impacts of non-local infrastructure, especially to contain the ill effects of adjacent highways. 3. Invent sustainable infrastructure matching the district’s sense of innovation where: • Mutually-supportive and forward-looking infrastructure is the norm, looking beyond baseline utilitarian functions of a single site to create a broadly supportive district infrastructure. • Infrastructure aligns with the creation of public space in the district, sharing space and resources that result in compelling, attractive and high-functioning civic spaces. • Care for and perpetuation of public infrastructure anticipates daily human activity in all seasons. 4. Create neighborhoods of activity within the broader mixed-use patterns of the district where: • Logical boundaries based on reasonable walking distances are established, with major streets as seams binding the activity of each side into an inviting and accessible public space. • Focal points of public activity are found within each neighborhood. • Key community services and facilities are present and help define the fabric of the District. • Core services are delivered within each neighborhood or in an adjacent neighborhood. • Neighborhoods are linked along street and park corridors highlighted by visible human activity. 5. Offer a spectrum of living opportunities integrated through the district where: • Housing orients to a variety of income levels and household types. • Ownership options constitute a significant portion of the living opportunities in the area. • “Missing Middle” living opportunities (duplexes, triplexes, side-by-side or stacked townhouses, rowhouses with multiple units, and small buildings with four to six apartments) allow a broader range of Edina residents, workforce members and others to consider relocating to the District. • Buildings for living strongly orient to the public spaces of each neighborhood within the District. 6. Expand significantly the number and extent of parks and public spaces where: • Opportunities for the introduction of another large signature public space complement the programming and activities available at Centennial Lakes. • An extension of the Promenade to Strachauer Park links neighbors and activity to the district. • New promenades on the East and West edges of the District create movement corridors for pedestrians and bicyclists and serve as vital places for a transition between neighborhoods and the District. • Parks and publicly accessible spaces are clearly visible and directly accessible from the public realm. • Spaces for visible human activity and occupation, either public or publicly accessible, occur on every block. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 5 7. Encourage district evolution based on incremental change and the creation of a great pedestrian experience where: • A basic framework of streets and blocks encourages pedestrian activity and well-considered buildings. • A rich variety of public or publicly accessible spaces are woven into the experience of the district. • Sites and buildings support a pedestrian experience first, with storage of cars not a focus. • Development on each site links to adjacent streets and to neighboring sites to create continuous, safe, and inviting pedestrian experiences. 8. Build (or plan for) a street network encouraging pedestrian movement across and through the district where: • Walkable block lengths (200 feet) are the baseline framework for development. • Enhanced and more frequent street crossings facilitates pedestrian movement. • Wide landscaped boulevards encourage pedestrian activity and create a distinct district signature. • Community corridors within and extending well beyond the district enhance bicycle and pedestrian access while accommodating vehicle traffic on pedestrian terms. 9. Imagine transportation in the district where: • Cars are not the focus and streets accommodate more than vehicles. • Major streets balance access and mobility. • Some streets serve as community corridors, linking to other community destinations with features that allow for movement in addition to cars. • Transit is a baseline service, both within the district and to non-Edina locations. • Transportation recognizes trends, including autonomous vehicles and a time when parking structures aren’t needed for public parking 10. Expect the delivery of high quality, well-designed buildings and sites where: • Spaces on sites are considered for people first, including connections between sites; then the ways structures are placed; and then places to store cars are found. • Visible human activity is prominent and integrated at every site. • People are brought to the streets via major building entries oriented to major streets. • Storm water remains visible as an amenity, allowing it to become a central part of the experience of each site. 11. Frame development guidance for evolution where: • Development review includes the desired experience, not solely quantitative thresholds. • Accommodation of adjacent and near parcels are considered in the evolution of a single parcel. • Early reviews focus on ideas, patterns and relationships, not specific and engineered plans, with that part of the review process based in dialog, not presentation and reaction. • Demonstrations of quality and especially quality from a long-term perspective are baseline considerations. • Collaboration leads to a superior result, with the community’s expectations clearly framed as part of the deliberation. • Flexibility is not a right, but rather the natural by-product of a fair exchange for benefits, collaboration, and quality in development. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 6 3 The Framework Building Blocks to Support the Vision Greater Southdale District | Design Experience Guidelines March 5, 2019 page 7 3. The Framework Building Blocks to Support the Vision THE 200’x200’ GRID There is an expectation of the street grid: it is democratic, it is uniform, it is connective. The uniform grid and the buildings that line the grid give the city its form. The space between buildings is used for access for pedestrians and vehicles; for entrance into both public and private buildings; and to provide light, air, and common green or social spaces. To break down the scale of the ‘superblocks’ that currently characterize the district’s overall land use framework, three distinct street grid patterns were considered, to inform what how the Greater Southdale District might transform into a more uniform and connected community. Small Portland blocks (200’ x 200’) were compared to the long blocks of New York City (200’x600’) and the larger square blocks of Minneapolis (350’ x350’). The Work Group focused on Portland as a model because of its walkability, and the scale of its buildings resulting from the 200 foot restriction on the length of building elevations fronting the public realm. Further studies analyzed land ownership patterns, size of property and generally how connections could made through the superblocks. It was concluded that the 200’ x200’ foot system was more adaptable to variety of site conditions supporting a more engaging public realm and opportunities for a better community experience. Considerations Width of street Sunlight in public spaces View corridors Building scale – height, length and footprint Transparency at street level Landscape, lighting and street furniture Streets and public realm paving Courtyards and pocket parks Cultural context – pride of place, historical framework Framework Vision: Block Organization Based on the Portland 200’ x 200’ square block layout This diagram overlays the general dimensions of the Portland block model on our primary test sites. Based on existing conditions, variations can occur in the nominal 200 by 200 square grid. N Greater Southdale District | Design Experience Guidelines March 5, 2019 page 8 c 180,000 200,000 180,000 200,000 Existing Sites: The criteria for buildings sites: Large parking area serving 1 story building Sites that are critical to the overall success of development in the district Important connections that would extend the public realm assets such as the Promenade Under utilized land that can be repurposed to serve the public realm goals of the district : Potential Building Sites This diagram illustrates those parcels within the Greater Southdale Area and adjacent Pentagon Park that are potential redevelopment opportunities. Criteria to measure the opportunity inherent in these sites include: • Sites that currently have large, dominating surface parking lots. • Sites that are critical to the overall success of development in the district. • Important connections that would extend existing public realm assets such as the Promenade. • Underutilized land that can be repurposed to serve the public realm goals of the district. NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 9 Potential Building Sites The diagram at right illustrates how the basic principle of a 200’ x 200’ grid can be applied nominally on potential redevelopment sites throughout the district without consideration of property line. It is recognized that land ownership will influence the ultimate form of the grid. Other considerations influencing block pattern: • Building scale • Public realm connections • Connections through blocks • Pedestrian-oriented street intersections The Space Between Buildings As a result of the 200’ x 200’ block pattern, the space between buildings becomes an important asset in shaping the overall sense of landscape and continuity of public realm throughout the district. Because the superblocks have primary responsibility for serving the vehicular traffic needs of the district, access to the smaller blocks for drop-off, service and parking can be planned to stay at the perimeter of a block, allowing for the spaces between the remaining block to be used for a network of green spaces that support the health and wellbeing of the community. c 180,000 200,000 180,000 200,000 v The Space between Buildings: As a result of the 200x200 foot block pattern is the space between building that becomes an important asset to the overall sense of landscape throughout the district. Because the super blocks have primary responsibility for the larger traffic needs of the district, access to the smaller blocks for drop off, service and parking can be planned to stay at the perimeter allowing the spaces between the remaining block to used for pocket parks, gardens, play areas and many other activities that support the health and well being of the community. The “space between” Buildings –as places and connections to larger community pathways ParksPocket parksRecreationPlay areasGardensStorm water managementWet landsWater ways : Opportunities for the “Space Between” buildings to become places and connections to larger community pathways: • Parks • Pocket Parks • Recreation • Play Areas • Gardens • Stormwater Management • Wetlands • Waterways c 180,000 200,000 180,000 200,000 v Block Pattern: The basic principal of a 200’X200’ grid was applied nominally throughout the district without consideration of property line. It is recognized that land owner ship will influence the ultimate form of the grid. Considerations: building scale public realm connections through block connections Pedestrian oriented street intersections (see intersection diagram) : N N Greater Southdale District | Design Experience Guidelines March 5, 2019 page 10 STREET ROOMS AND SEAMS With changes in the way people are living in cities and suburban environments, it is important to seek new ways in which our communities can be experienced without sacrificing the spatial and architectural values of existing neighborhoods. Defining the way in which transitions are seen and developed, and the way each street can have a different character, use and form, puts the emphasis on the public qualities of the public realm rather than on the buildings themselves. In this way buildings can develop based on highest and best use without compromising characteristics of existing community life. Respect of context can bring about a degree of commonality where every building is not required to mirror its context but rather, support a connected and meaningful community experience. The intention in the design visioning process for the Greater Southdale District was to create a new paradigm for suburban mixed use districts, in which individual buildings respect their context and each other. The ensembles created as part of this process are Street Rooms. In this approach, the geometry of the city plays an important part in the definition of the street room, by width of street, length of block, solar orientation and axis as it relates to other grids defining other public rooms of the city like courtyard, plazas and parks. The real identity of the city is closely related to how the city is seen up close, making it possible to understand the true character of a place. It is these up close characteristics that make a city unique. This holistic approach depends on an attitude of relational subjectivity in articulating the components of each street room. This means that each wall of a building is studied as a part of the street that it faces and in conjunction with the building directly across the street. Scale, color, material and construction details are considerations in the whole composition of the street room—allowing the street to communicate a sense of place and completeness. A district full of street rooms promotes activity and social discourse while signifying the possibility of new functions. The street room is a source of sense of community even when it is not in use, thereby stabilizing the overall fabric of the public realm. Street Rooms within the Greater Southdale District Throughout the Greater Southdale District, the public realm is defined by a series of street rooms. These rooms are further defined by edges, referred to as the “seam” between the volume of the street and the form of the building—which together, create the experience at a pedestrian scale. Seams dictate the basic height of the defining street room wall (i.e. the building podium) but not necessarily the rest of the building form, allowing buildings to respond to their context on all four sides of the building and creating a form that is appropriate for each street room surrounding it. This creates variety throughout the district, and supports the notion that there are transitions between characteristics of neighborhoods that are different in scale, program and building type. As an example, transitions from single family houses to 36-foot-tall or 60-foot-tall buildings will not have the same criteria as transitions from a podium base to taller structures sitting on the podium. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 11 The following considerations all factor into the development of public realm and street rooms. These ideas should be utilized and considered by decision-making bodies when reviewing proposed development projects. • Transparency of building walls in the public realm can be both private and public. When the ground plane is connected along and through the building wall, it creates a link to experience the richness of activities in the public realm • Buildings could be sited perpendicular to streets, allowing vistas and pathways through the new street grid. • Buildings can create a very consistent form and a clear sense of place within the public realm. Each building is part of the next – both internally and externally. Regardless of building age, the continuity of scale, rhythm and materials of each building that lines the street creates a sense of room. • Continuity of building material quality is contained within each stone, brick, window pattern and cornice to define the edges of the public realm and the street room • Continuity of architectural language in the edges of shapes and rhythm of openings define a street room into horizontal and vertical forms that frame the experience of being in room – whether interior or exterior. The architectural language of the street should not be replicated but rather understood and transformed in each new building within the context of its particular location within the Greater Southdale District. • Buildings frame the public rooms of the district (parks, pocket parks, playgrounds, etc.) and should represent the scale required to meet the needs of the community. Moving through these spaces, one should easily see choices for other desired destinations. • Good street rooms provoke a culture’s spatial imagination, social discourse and creative energy. The street typologies and corresponding guidelines on building form define experience and spatial form that connects the district together. • The structure of the street rooms is organized to support residents, defining a particular place within a neighborhood and the overall district. The memory of experiences in each of these rooms provides the experience of sense of place and connects to other places within the Greater Southdale District. • Walking is a shared experience. An engaging walk can be short, long, slow, quick, or meandering – in weather that is wet, calm, windy, sunny, bright, cold, hot, or snowing – in places that appear open, closed, low, tall, long, narrow, wide or expansive. The experience of walking through the street rooms must be full of events connecting to a broader set of experiences. • The materials of the walls that make up the street room define the characteristics of the public realm. A certain part of this will depend on the age of the street, the program of the building and the design style in which they were constructed. All of these factors, in whatever form, are read and experienced in different ways and need to be delineated clearly. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 12 4 The Guidance Shaping the Greater Southdale District Experience Greater Southdale District | Design Experience Guidelines March 5, 2019 page 13 4. The Guidance Shaping the Greater Southdale District Experience Overlaying a new street network and street grid is a fundamental strategy in breaking down the scale of the existing massive ‘superblocks’ within the Greater Southdale District and improving the public realm experience. All new development should begin with the premise of the 200-foot-square block as the measure by which a building footprint is determined. The space between buildings are streets—which could be for cars, bikes, pedestrians only, or transformed into parks and open space. By connecting the design of streets with the concept of street rooms, the district will transform to one that is human-scaled, comfortable, green, and flexible for change and evolution over the next 50 years. While each street room and neighborhood will provide a distinctive experience, there are certain characteristics that are common to streets throughout the Greater Southdale District, helping to creating a holistic experience for pedestrians and bicyclists, transit-riders, and drivers alike. Buildings lining the public realm/street room will incorporate a mix of uses, including housing, workplace/office, cultural, community, and commercial/retail space— setting the stage for a rich variety of experiences. The overall public realm experience within the Greater Southdale District is supported by: • Consistent building setbacks that create the opportunity for an expansive public realm within the district and sub-district. • More frequent intersections to promote pedestrian connections within the district and to neighboring districts. • Distinctive sidewalks that support the pedestrian experience, separate and dedicated bikeways, and appropriate number lanes of vehicular traffic. • Wide sidewalks with places for gathering, play areas, gardens, outdoor cafes, etc. • Publicly-accessible pocket parks and courtyards along the street and sidewalk extend the public realm of the sidewalk in between buildings. • Separate and dedicated bikeways, and an appropriate number of lanes of vehicular traffic. • Integrated signage and lighting systems that offer safety, interest and diversity to the pedestrian. • Consistent signage that reflects sub-district identity to promote wayfinding within the larger Southdale District, identifying characteristics of the street and public amenities. • Pedestrian and vehicular paving (permeable) that is unique to a sub-districts streets and sidewalks. • Trees that vary in species, installed in rows or clumps, and spaced to create visual interest and promote a range of experiences such as shaded groves with benches, or a sun-dappled outdoor cafe, along the street. • Pedestrian, bicycle and vehicular access routes through larger blocks. • Safe, comfortable places where people can stop, view, socialize and rest. These may incorporate “landing zones” for ride sharing services such as Uber and Lyft — particularly near primary gathering places and public rooms along the Promenade, connector streets and future East and West Promenades. These places of respite should not conflict with other sidewalk uses. • Different, and defined, zones on all sidewalk: building frontage zone, street furniture zone, movement zone, and the curb. Cafes and outdoor seating can be located in the building frontage zone, extending the activity of a building to include the sidewalk. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 14 • Transit stops that are designed to provide districtwide continuity, reinforcing the qualities of the Greater Southdale District. • Integrated plantings, water features and/or art to enhance public open space. • Stormwater that is daylighted and used as a water feature or amenity, integrated into the overall experience of the street and the district. • Street parking provided at the curb to support a mix of activities for both residential and commercial activities. • Varied landscaping and street trees that create a canopy over the street. Consider the changing climate when selecting plant species with the understanding that indigenous plant materials may not always be the most appropriate choice. • Building equipment, mechanical exhaust systems and/or service areas concealed in a manner that does not detract from the pedestrian environment. • The public realm is for both summer and winter conditions and as such must be planned to be easily maintained in all conditions. Building owners and city stakeholders should plan for maintenance, operations and upkeep within the public realm. This includes prompt and thorough snow removal on every reach of the sidewalks, care and feeding of trees, landscape and decorative planters (which should be changed on a seasonal basis). Greater Southdale District | Design Experience Guidelines March 5, 2019 page 15 PRIMARY COMPONENTS OF THE PUBLIC REALM EXPERIENCE The following guidance is provided to assist the community, civic leaders, designers and developers in understanding the vision and baseline parameters related to both building and public realm within the Greater Southdale District. Connections • The overall strategy is to connect intersections, incorporate street typologies, and incorporate green systems to add value to the experience of the district. • The public realm is to be connected continuously north-south from Centennial Lakes, the Promenade, the Galleria, Southdale Center, Fairview Southdale, to Strachauer Park. All new development shall support that goal. • The public realm should be connected east-west from Edinborough Park to Centennial Lakes, west of France to Pentagon Park and Fred Richards Park to Highway 100 on the west. This will set up future connections to districts to the west—such as 70th and Cahill—supporting an overall vision of a more connected and integrated Edina community. • The district must be connected continuously east-west from the Cornelia neighborhood to Yorktown Park. • New north-south promenades should be created on the west side of France and east side of Xerxes as part of the broader strategy to sensitively transition to single family residential neighborhoods. • Expand Centennial Lakes Park to France Avenue… celebrate this important public amenity by making it more visible as a gateway into the district. • Create a dynamic landscape that includes water, especially stormwater expressed as part of landscape, to create public amenity spaces. • Streets within the superblocks, East and West Promenades, and extension of the Promenade north to Strachauer Park should be surfaced with pavers to promote a dominance of pedestrians and bikes over vehicles. • New parks and plazas shall be either public or publicly-accessible, not private, in nature. • Increase number of sidewalks, pathways, and smaller parks/gardens to better address mobility. Incorporate places to sit throughout the district. • New trees should provide continuity of the street room experience with canopies that are consistent with the Street Room Typology to enhance the continuity of pedestrian experience. Intersections • Street Room Typologies overlay each other, unifying the overall district experience through the recognition of unique conditions that evoke unique design responses based upon location. • Street Room Typologies connect intersections throughout the district, linking experiences together from one neighborhood to the next. • Street Room Typologies with lower façade heights take president over those with higher façade heights at these points of intersection. • The architecture of a façade of one block making up an intersection should be conceived as part of all corners of the intersection. • Crosswalks at intersections need to be an integral part of the public realm and continue the overall street room experience from one block to another. • The hierarchy of intersections will change based on an evolving context and investment in the intersection experience. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 16 Street Room Form • Building setbacks are to be considered as a part of the overall landscape and public amenities, and should be designed to create a continuous pedestrian experience along major corridors to support “pools of human activity.” • Every new development should connect all publicly-accessible spaces such as pocket parks, courtyards and plazas to the street room typology. • Along all major corridors, seventy five percent (75%) of face of building walls need to be at the setback line to support the creation of a ‘street room.’ • All new building façades in the district must have seventy five percent (75%) transparency at the ground level. • All building façades are prime (including parking) and must be designed accordingly. There is no back side of a building. • All facades on the first vertical 60 feet of a building (above grade) shall use natural materials facing the public realm. • Above 50-60 feet, glass, precast panels with brick/tile are the preferred material palette. Metal panel can be used as a secondary part of a wall system. • No building façade can be longer than 200’ without changing direction by a minimum of 90 degrees. Building Form • Ground floors should have a minimum ceiling height of 20’ for flexibility. This floor-to-floor height will allow the space to accommodate commercial, two floors of parking, or two-story townhouses. • Above-grade parking structures should be designed with flat floorplates to allow for future conversion and lined with programmable public realm space to minimize the visual impact of car storage. • Within 50-60 feet of the ground, it is preferred that rooftops be programmed to accommodate residential or public user activities (e.g. a restaurant or terrace). • Rooftops facing the Promenades must be functional and programmed to provide interest and variety along these important pedestrian spines. • All development services, including rooftop mechanical systems, should be located within buildings and should not be visible from the public realm, or semi-private and private areas of the development. The exception are rooftop-mounted solar panels, which should be located on the highest point of the buildings. • Building footprints above 60 feet should be no greater than 12,000 SF for residential use and 24,000 SF for commercial space. • Design buildings for flexibility and adaptability in the future, including use of structural systems that will allow a building’s function to fundamentally change. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 17 TRANSITION AND CONNECTIONS Within the Greater Southdale District, a new network of streets will provide both commercial and resident access to new mixed- use buildings along France and York Avenues, keeping traffic out of the adjacent single family neighborhoods. These new streets offer the opportunity for new development to more gradually transition from the scale of the existing single family neighborhoods and the commercial heart of the Southdale District. New development within transition zones is expected to balance scale and building use between these single family neighborhoods and the higher density, more commercially focused Greater Southdale District. West and East Promenades The character of the West and East Promenades, new north-south streets that run to the west of France Avenue and the east of York Avenue, to are envisioned as woonerfs—shared streets for pedestrians, bicycles and vehicles. This typology creates opportunities for multiple access to buildings for both below grade parking and service, as well as temporary/short-term parking for retail and building drop offs. Within the woonerf concept, pedestrians have priority over cars, and as a shared street, cars are forced to slow down and travel with caution. Because of their organization, these streets also can support a variety of uses, with building types catered to residential uses such as townhomes, with considerations for retail space that support less intensive commercial needs of adjacent neighborhoods. The sense of scale by way of width of street to height of building is maintained by creating a street form that is no less than 60 feet high at its edges, with developments potentially increasing in height as buildings reach the edge of the boulevards, and descending in height as they move to the single family neighborhoods, providing an edge to the east and west transition zones. Primary East-West Streets East-west streets through the Greater Southdale District connect existing single family neighborhoods to the heart of the district. The design of these streets is intended to respect the neighborhood scale and context in a meaningful way, with an ample tree canopy, extensive setbacks and consistently-scaled buildings at the face of the public realm. By employing these characteristics, the landscape experience serves as a bridge, knitting together the single family residential neighborhoods and the greater intensity of the district. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6 Central Promenade Spine 66TH STREETVALLEY VIEW RD.66TH STREET69TH STREET70TH STREETHAZELTON RD.GALLAGHER DRPARKLAWN AVE76TH STREET77TH STREETMINNESOTA DR72ND STREETEDINBOROUGH WAY YORK AVENUE FRANCE AVENUE XERXES AVENUE BARRIE RD78TH STREETN Greater Southdale District | Design Experience Guidelines March 5, 2019 page 18 STREET ROOM TYPOLOGIES A hierarchy of streets and pathways within the district is the framework for public realm development and related building form. Each street across the district has a role in how it serves pedestrians, bicycles and vehicles in connecting sub-districts, adjacent single family neighborhoods, and the overall Greater Southdale District and creating a unified sense of place. It is the intent that street typologies define the public realm experience: the space between buildings, dimensions of building setbacks from the street, heights of facades at the building face at the street and building step backs, where the façade of the building steps back from the volume of the street room. Street Room Typology 1: Promenades and Transition Zones Promenades are new woonerf-type streets on the west side of France Avenue and on the east side of York Avenue. Within this typology, there are several different variations for new building development in these important transition zones, responding to and respecting the context of adjacent single family neighborhoods. Street Room Typology 2: Cornelia Overlay Zone With the understanding that there is special sensitivity related to new building development near the Cornelia neighborhood, this is a special zone governing the design of the public realm/street room on the east side of France Avenue between the north side of 69th Street and Gallagher Drive. Buildings within this zone will be expected to maintain the east side of the France Avenue street room, but will be of a lower overall scale than new Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6 Central Promenade Spine 66TH STREETVALLEY VIEW RD.66TH STREET69TH STREET70TH STREETHAZELTON RD.GALLAGHER DRPARKLAWN AVE76TH STREET77TH STREETMINNESOTA DR72ND STREETEDINBOROUGH WAY YORK AVENUE FRANCE AVENUE XERXES AVENUE BARRIE RD78TH STREETN Greater Southdale District | Design Experience Guidelines March 5, 2019 page 19 buildings at the north or south ends of France. Street Room Typology 3: New Local Streets These are new 60’ wide streets internal to existing superblocks. These streets will be constructed as new buildings are added to the district, and will help create the new network of streets and pedestrian pathways throughout the Greater Southdale District. Some of these spaces between buildings may become parks or plazas, extending the public realm. Others will become primary vehicular access for drop off and pick up, as well as access to parking and primary building services. Street Room Typology 4: Primary East-West Streets The existing 69th Street, 70th Street, Hazelton Road, Parklawn Avenue and West 76th Street are important connections through the district from east to west. This typology is intended to respect the neighborhood scale and context in a meaningful way, with an ample tree canopy, extensive setbacks and lower scale buildings at the face of the public realm. By employing these characteristics, the landscape experience of the single family residential neighborhoods is extended through the Greater Southdale District. Street Room Typology 5: The Boulevards France Avenue, York Avenue, West 66th Street and West 77th Street are the district’s gateway streets. They carry the highest traffic volumes and are intended to have higher transit volumes than any other streets within the district. These streets will have the greatest impact in conveying the overall identity of the district: a consistent 50 foot setback with a double row of trees will extend the length of these streets, while consistency in building heights along the street edge will form the edge of the street room—bridging between the lower intensity and transitional areas and the higher intensity zones within the Greater Southdale District. Street Room Typology 6: Central Spine The Central Spine comprises the existing Promenade, its potential expansion northward, and future connections to the west to Fred Richards Park. This important pedestrian network is an attractive destination for both residents and visitors alike. New development along the spine must respond to and respect this important public amenity. Greater Southdale District | Design Experience Guidelines March 5, 2019 page 20 The sub-district to the west side of France between 69th and Parklawn is a unique transition zone within the Greater Southdale District. Any proposed developments within this zone should be approached with special sensitivity. This means that the street experience within that zone should be perceived as connected to the Cornelia neighborhood through landscaping and trees, and buildings that gradually transition in both height and function and use between lower intensity neighborhoods to the more commercially-focused district on the east side of France Avenue. The West Promenade, a new north-south pedestrian, bike and vehicle street/woonerf that accommodates service access, is envisioned between France Avenue and the Cornelia neighborhood. This new shared street is intended to provide service access to new developments along France (keeping vehicular traffic out of single family neighborhoods), and providing a new framework to support the transition from townhouses and lower-scale residential buildings on the west side of the West Promenade, to slightly taller buildings on the east side of the West Promenade. Street Room Typology 1A West Promenade / Transition to Cornelia Neighborhood Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 21 Dimensional Characteristics of Street Room Typology 1A West Promenade / Transition to Cornelia Neighborhood As illustrated in the section above, within this transition zone, building heights will step up incrementally, from those that are adjacent to single family homes to those that are facing France Avenue to provide a more gradual transition from the residential neighborhood to the more commercially-oriented Southdale District. The street room experience within Typology 1A will be shaped by the following experience guidelines: • New buildings that are adjacent to single family residential properties, on the west side of the West Promenade, should not exceed 36 feet in height. Townhomes are the preferred residential typology in this area of the transition zone. • All ground level space east of the West Promenade should have 20-foot floor-to-floor height. This dimension allows for flexibility to accommodate one level of retail space along the street, or two-story townhomes facing the West Promenade. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. • On the east side of the West Promenade, building faces should not exceed 50’ in height. Any height above that limit should step back 20 feet from the facade of the building. • On France Avenue, a 50 foot setback is required from curb to face of building with a maximum building height of 60 feet. • On individual developments, should the City choose to permit height above the 60-foot height limit, it is recommended that additional height above 60 feet step back from the face of the building by a minimum of 10 feet in depth and 12 feet in height. Street Typologies West Promenade Transition to the Cornelia Neighborhood A “Woonerf” reallocates the public right-of-way to create a place for people and plantings while accommodating slow-moving vehicles. The street is elevated so it is flush with the sidewalk, allowing for a continuous walking surface. When the street is closed for public events such as a fes tival, the area becomes a public plaza. The proposed building setbacks and building step-backs are intended to create a gradual transition in use and scale from the existing Cornelia Neighborhood on the west to France Avenue to the east. Between a transitional Street “Woonerf” is used as both a collector for neighborhood needs and a barrier against additional vehicular traffic flowing into the neighborhood. This street-park hybrid is considered as public open space and needs to be programmed. With a perpetual festival permit in place, the street becomes a venue for community events such as salsa dancing, a wine crush or a pop-up playground. Within the district it is the intention to define a series of street rooms each having their own characteristics and connections to the existing neighborhoods and other parts of the district to enhance the experience of the pedestrian creating both a sense of place and safe environment to be in. The West Promenade is intended to be a pedestrian and bicycle collector between the existing residential neighborhood. A1 Traffic Lanes 50 Foot Setback France Avenue 50 Feet West Promenade “Woonerf” (60’ wide Street) Single Family ResidenceTownhouses 36 Feet maximum 20 Foot Step Back Mixed Use Buildings 60 Feet Maximum Neighborhood Street 15 Foot Front Yard Setback60 Feet Maximum Greater Southdale District | Design Experience Guidelines March 5, 2019 page 22 Street Room Typology 1B West Promenade Between Parklawn and Minnesota Drive South of the zone designated as Street Room Typology 1A (where the Cornelia transition area immediately abuts single family neighborhoods), the Street Room experience shifts to respond to its changing context. It becomes one that is more commercial in nature and in concert with the expected higher intensity in the southwest quadrant the Greater Southdale District. As the West Promenade extends south into Typology 1B, it continues to serve pedestrian, vehicular and service access. Uniform building heights on each side of the West Promenade are intended to support the transition from existing multi-family housing to taller buildings at the south end of France Avenue near the gateway from 494. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 23 Dimensional Characteristics of Street Room Typology 1B West Side of France Between Parklawn and Minnesota Drive Within this zone, existing buildings are more commercial in nature and do not immediately abut single family neighborhoods. This unique condition lends itself to new development along the West Promenade that is still lower in scale, without the preference for townhomes or smaller scale buildings along one edge, as in Typology 1A. The street room experience within Typology 1B will be shaped by the following experience guidelines: • Building faces at the West Promenade within Typology 1B shall not exceed 50 feet in height. Any height above that limit should step back 20 feet from the facade of the building. • All street level space shall be 20 feet, floor-to-floor in height. This dimension allows for flexibility for retail space (on France) and two-story townhomes facing the West Promenade. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. • Building faces on the east side of the West Promenade are intended to provide continuity in scale and experience from Street Room Typology 1A and from one side of the street to another. West Promenade “Woonerf” (60’ wide Street) 20 Foot Step Back 50 Feet 20 Foot Step Back Street TypologiesWest Promenade A2 A “Woonerf” reallocates the public right-of-way to create a place for people and plantings while accommodating slow- moving vehicles. The street is elevated so it is flush with the sidewalk, allowing for a continuous walking surface. When the street is closed for public events such as a festival, the area becomes a public plaza. This street-park hybrid is considered as public open space and needs to be programmed. With a perpetual festival permit in place, the street becomes a venue for community events such as salsa dancing, a wine crush or a pop-up playground. 60 Feet 105 Feet 20 Foot Step Back 2 Foot Step Back Traffic Lanes 50 Foot Setback France Avenue 60 Feet Maximum Greater Southdale District | Design Experience Guidelines March 5, 2019 page 24 Street Room Typology 1C East Promenade and Xerxes Avenue: Transition to Richfield Similar to the transition strategy on the west side of France Avenue, on the east side of the district, the existing Xerxes Avenue South is recast as the East Promenade to transition between the single family Richfield neighborhood to the east and the more commercially focused Greater Southdale District on the west. The general character of Xerxes is single family housing on the Richfield side and multi-family residential backed up to commercial on York Avenue. The intent of this typology is to have townhouses along the street, set back to a taller building above, creating an scale appropriate to the existing character of the street. Xerxes is bisected by Yorktown Park and Adams Hill Park, near the Southdale YMCA. When Xerxes transitions through Yorktown Park and Adams Hill Park, the street becomes more woonerf-like, without vehicular traffic. This street-park hybrid is considered as public open space and needs to be programmed. This typology extends along the north end of Xerxes between 65th and Highway 62 without the woonerf designation. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 25 The street room experience within Typology 1C will be shaped by the following experience guidelines: • On both Xerxes Avenue north of 65th and on the East Promenade, a 15-foot “front yard” setback is required from curb to face of building. • Building faces at the East Promenade across the street from single-family homes shall not exceed 36 feet in height. Height above that limit shall step back 20 feet from the facade of the building, and shall not exceed 60 feet in height. Any further height shall step back an additional 20 feet, to a maximum height of 84 feet. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. • See Street Room Typology 5 for description of dimensional characteristics of new development facing York Avenue. Dimensional Characteristics of Street Room Typology 1C East Promenade and Xerxes Avenue: Transition to Richfield Street TypologiesEast Promenade Transition to the Richfield Neighborhood The East Promenade Transition on Xerxes Avenue South is between the Richfield neighborhood to the east and the Southdale District on the west. The character of the street is bisected buy Adams Place Park that is east York Avenue and the Southdale YMCA. The general character of the Xerxes is single family housing on the Richfield side and multi-family residential backed up to commercial on York Avenue. The intent of the building step back with townhouses transition to taller building creating an scale appropriate to the existing character of the street. When Xerxes transitions to Adams Place Park the character of the street becomes more Woonerf like in without vehicular traffic. This street-park hybrid is considered as public open space and needs to be programmed. With a perpetual festival permit in place, the street becomes a venue for community events such as salsa dancing, a wine crush or a pop-up playground. A3 50’ height limit East Promenade Existing Neighborhood Street Single Family Residence 36 Feet 60 Feet 20 Foot Step Back 20 Foot Step Back 15 Foot Front Yard Setback 84 Feet Greater Southdale District | Design Experience Guidelines March 5, 2019 page 26 Street Room Typology 2 Cornelia Overlay at France Avenue As a reflection of the scale of buildings east of the West Promenade in Street Room Typology 1A, Typology 2 extends the scale of this potential new development to the east side of France Avenue from Gallagher Drive to south of 68th Street. This strategy is intended to frame the street room experience along this corridor with similarly scaled buildings that are respectful of the nearby single family neighborhoods. The goal is to establish this zone along France as a more commercially-focused corridor (rather than residential) while employing similar height buildings as on the west side of France within the Cornelia transition zone. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 27 The street room experience within Typology 2 will be shaped by the following experience guidelines: • On France Avenue, a 50-foot setback is required from curb to face of building with a building podium height of 60 feet. Above the 60-foot height limit, additional height should step back 10 feet from the face of the building, to a maximum height of 84 feet. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. Dimensional Characteristics of Street Room Typology 2 Cornelia Overlay at France Avenue 84 Feet France Avenue 60 Feet Traffic Lanes50 Foot Setback 10 Foot Step Back Greater Southdale District | Design Experience Guidelines March 5, 2019 page 28 Street Room Typology 3 New Local Streets These new local streets, created as part of the strategy of breaking down the scale of the existing superblocks, will augment the current street network, providing new circulation options that can connect residents and visitors across the district, and support community life. Creating internal pedestrian walkways, with accommodation for bicycles and potentially cars, combined with existing public and private infrastructure, supports connections within and outside the block. The width of these new local streets, and the corresponding building form is based on the nature of the uses within the larger superblock structure. Streets can be lined with a mix of uses, including residential, commercial, or retail. They contain shady places to walk the dog or sit and have a coffee connecting to neighborhood parks, places of worship, and schools. Unique to the Greater Southdale District, some of these local streets may become linear parks between buildings, with vehicular access limited only to emergency responders. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 29 Street Typologies60’ Wide Connector Street Typical 60’ Wide Local Street (within super-blocks) 105 Feet 20 Foot Step Back 60 Feet 2 Foot Step Back 2 Way Traffic Plus Parking 12’ Sidewalk 12’ Sidewalk It is recommended that buildings above 60 feet step back a minimum of 20 feet when there is an opposing building at the street edge Podium Heights can vary The intent is to create a street that provides a access from roads that are bordered by France and York and are connected by east /west streets such as ParklawnAve, ParklawnCourt, Hazelton Road, W 70th, W 69th, W 65th. Internal street within the supper block provide interconnections between supper block connecting residents across the district north and south supporting potential for community space. By creating pedestrians walkways with existing public and private infrastructure thereby supporting connections within and outside the block. The street width is based on the nature of the uses within the larger super block structure. They can be lined with a mix of uses, including residential and retailwhile providing connectivity within a neighborhood. They contain shady places to walk the dog or sit and have a coffee connecting to neighborhood parks, places of worship, and schools. Unique to the Greater Southdale District, many of the Connector Streets may become entirely devoted to landscaping. B The street room experience within Typology 3 will be shaped by the following experience guidelines: • New local streets should be 60 feet in width. Those streets which carry vehicular traffic should comprise two traffic lanes with two lanes of parking or pick-up/drop-off. Sidewalks should be located on each side of these vehicular streets as illustrated in the diagram above. • Minimizing vehicular access to provide drop off, service and parking can be planned to share the vehicular needs of blocks allowing the remaining spaces between the remaining blocks to be used in a variety of ways for the benefit of the community. This “space between” buildings can be transformed into pocket parks, gardens, play areas, plazas, wetlands, and many other activities that support the health and wellbeing of the community. • Building podium heights can vary, from 36 feet up to 60 feet. • Above the 60 foot height limit, the long sides of a rectangular or “L” shaped building need to step back 20 feet from the street room facade (as illustrated in the building at left in the diagram above), and the narrow ends need to step back 2 feet from the street room facade (building at right in diagram above). This minimizes the impact of the taller building form on sunlight at the street, and provides a lower-scale building at the street, resulting in a more cohesive and comfortable pedestrian experience. The footprint on taller residential buildings should not exceed 12,000 SF, while taller commercial buildings are permitted larger footprints of up to 24,000 SF for efficient space utilization. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. Vehicular access to the buildings should be as close as possible to primary superblock streets (e.g. Typology 4 or 5). Dimensional Characteristics of Street Room Typology 3 New Local Streets Greater Southdale District | Design Experience Guidelines March 5, 2019 page 30 Street Room Typology 4 Primary East-West Streets These streets, including 69th Street, 70th Street, Hazelton Road, Parklawn Avenue, and West 76th Street, serve an important role within the district. These are unique streets in that they form the district’s superblocks with France and York Avenues, keeping traffic out of adjacent single family neighborhoods while connecting to the neighborhoods through the 30 foot setbacks that are landscaped to provide a pedestrian focused experience. This typology is intended to respect the neighborhood scale and context in a meaningful way, with an ample tree canopy, extensive setbacks and consistently-scaled buildings at the face of the public realm. By employing these characteristics, the landscape experience of the single family residential neighborhoods is extended through the Greater Southdale District. Street Room Typology 4 consists of streets that are between 110 and 125 feet wide, with two lanes of traffic in each direction, a center median and no parking. Several of these existing streets feature roundabouts. These streets provide access to parking and building services for buildings in Typology 3, as described previously. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 31 The street room experience within Typology 4 will be shaped by the following experience guidelines: • Within this typology, a 30 foot setback is required from curb to face of building with a building podium height of 60 feet. Above the 60-foot height limit, additional height should step back 30 feet from the face of the building, to a maximum height of 105 feet. Any height about 105 feet should step back and additional 10 feet from the face of the building. • Building podiums along these streets need to maintain as closely as possible the 60-foot height limit while still adhering to the guidance of 75% of building face at the setback line to create the fundamental experience of the street room. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. Dimensional Characteristics of Street Room Typology 4 Primary East-West Streets Existing East West Streets 60 Feet 20 Foot Step Back 30 Foot Step Back Traffic Lanes30 Foot Setback 30 Foot Setback 69thStreet, 70thStreet, Hazelton Road, ParklawnAvenue and 76th Street are unique streets to the Greater Southdale District. They form a super grid with France Avenue and York Avenue, keeping traffic out of adjacent single family neighborhoods while connecting to the neighborhoods through the 30 foot setback that are landscaped to provide a pedestrian focused experience. The streets act as collectors that provide a balance between pedestrian and vehicular circulation. Local streets and Woonerfs perpendicular to these streets will provide access to shops, galleries, restaurants, hotels, offices, and residential uses. Tree shaded benches in the streetscape will provide a place for pedestrians to rest, storm water management and bicyclists can use these streets to connect from home to small outdoor cafés and other amenities. Street TypologiesPrimary East-West Streets C Greater Southdale District | Design Experience Guidelines March 5, 2019 page 32 Street Room Typology 5 The Boulevards Streets that are included in this typology include the primary district boulevards such as France Avenue, York Avenue, W 66th Street and W 77th Street. In addition to being the widest streets in the district, they also currently carry a high volume of vehicular traffic. The intent of this typology is to create streets that connect the Greater Southdale District to the larger Edina community. These commercially-focused streets will reinforce the district’s unique role in serving Edina’s neighborhoods, while at the same time, recognizing that the district has a role in the broader metropolitan region—providing employment, health, retail, entertainment, and a wide range of housing options. The streets that fall into Typology 5 will have the greatest impact in conveying the overall identity of the district, with wide, multi-use streetscapes lined with a double row of trees within a consistent 50-foot setback. Medians may also be present in the boulevard streetscape to accommodate plantings and/or mass transit lines and stations. In many cases, boulevards will be adjacent to the tallest buildings in the district and will be the locations for transit stops. Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 33 Dimensional Characteristics of Street Room Typology 5 The Boulevards On these wide streets, a sense of scale is maintained by creating a uniform street wall of 60 feet, with taller structures stepping back from this 60-foot datum. This consistency in building heights along the street will form the edge of the street room—bridging between lower intensity and transitional areas, and the higher intensity zones within the Greater Southdale District. The street room experience within Typology 5 will be shaped by the following experience guidelines: • On France Avenue, a 50 foot setback is required from curb to face of building with a minimum building height of 60 feet (diagram at left). Above that 60 foot height, the building face should step back two feet to create a cornice line, and can then extend to 105 feet. Above 105 feet, building faces must step back an additional 10 feet (as illustrated in diagram at right, above.) • Building podiums along these streets need to maintain as closely as possible the 60-foot height limit while still adhering to the guidance of 75% of building face at the setback line to create the fundamental experience of the street room. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. • Parking and building services should not be accessed via these streets. • Incorporate 10- to 12-foot wide sidewalks that create opportunities for gathering, outdoor cafes, pavilions, etc. • Within the 50-foot setback, trees should be planted in a double row to add a strong canopy for pedestrian activity. Street Typologies Boulevards France Avenue, York Avenue, W 66th Streetand W 76th and W 77th: multi- modal thoroughfares within the Greater Southdale District. They have wide, multi- use streetscapes lined with a double row of trees. Medians may also be present in the Boulevard streetscape to accommodate plantings as well as mass transit lines and stations. In many cases, Boulevards will be adjacent to the tallest buildings in the district and will be the locations for transit stops. D A 50 feet setback is required from curb to face of building with minimum building height of 60 feet with a maximum building height of 105 feet. Any part of the building above 105 feet requires a 20 foot step back. Preferred building materials: Concrete, steel or heavy timber structural frame. 60 Feet 105 Feet 10 Foot Step Back 2 Foot Step Back Traffic Lanes50 Foot Setback France AvenueFrance Avenue 60 Feet Traffic Lanes50 Foot Setback Greater Southdale District | Design Experience Guidelines March 5, 2019 page 34 Street Room Typology 6 Central Promenade Spine The Central Promenade Spine is intended to connect the Greater Southdale District from the west at Highway 100, extending east to the heart of Centennial Lakes and beyond to Edinborough Park. This Central Spine also extends the existing Promenade north through the Galleria and Southdale Center, and north across a future green lid over Highway 62 to Strachauer Park. The Central Promenade Spine traverses through a variety of building types, ranging from townhouses to multi-family housing, to low scale commercial/retail buildings, to mid-rise office buildings. As the physical form of buildings along this spine evolves, natural sunlight light and limited shadow will determine the experiential use of the space. Creating maximum height of 36 feet at its edges will support a mix of uses fronting the spine. Height above this 36 foot limit will step back from the building face, maximizing the program of new buildings rising along its edges without compromising the experience of walking and biking through a park- like environment Transition Zones 1A West Promenade 1B West Promenade (South) 1C East Promenade 2 Cornelia Overlay 3 New Local Streets 4 Primary East-West Streets 5 Boulevards 6Central Promenade Spine NPARKLAWN AVE.76TH STREETMINNESOTA DR.GALLAGHER DR.72ND STREETHAZELTON RD.70TH STREET69TH STREET66TH STREET65TH STREETFRANCE AVE. YORK AVE. VALLEY VIEW RD. BARRIE RD. XERXES AVE. EDINBOROUGH WAY77TH STREET78TH STREET Greater Southdale District | Design Experience Guidelines March 5, 2019 page 35 The street room experience within Typology 6 will be shaped by the following experience guidelines: • The 36 foot height along the Central Spine encourages a mix of uses focused on entertainment venues such as restaurants, gathering places or community-oriented facilities that provide destinations to come to and stay at. These lower-scale buildings that line the Promenade should reflect its stature as a special community amenity, with a rich variety of architectural experiences that front this park-like environment. • Above 36 feet, buildings shall step back 20 feet to the 60 foot podium height. Above 60 feet, buildings shall step back an additional 20 feet. • Buildings above the 60 foot height limit should be oriented to maximize the amount of sun on the Promenade. • Locations where Typology 6 intersects Typology 4 and 5 are critical to reinforce the idea of the linear public spine that connects this entire district. These intersections are the gateway to the Spine and should have a unique architectural response. • All parking, other than short-term retail or guest parking, and building services need to be located below grade or hidden within the building. If on ground level or above, parking and/or building services must be surrounded on all sides by program space such as commercial or housing. Dimensional Characteristics of Street Room Typology 6 Central Promenade Spine Street TypologiesCentral Promenade Spine The Central Promenade Spine is intended to connect the Greater Southdale District from the west at Highway 100, east to the heart of Centennial Lakes, along the existing Promenade north through The Galleria and Southdale Mall and north to Strachauer Park. The Central Promenade Spine transverses through different building types from 2 and 3 story Townhouses to 1 and 2 story commercial/retail buildings to 6 story office buildings. In imagining the future of the spine natural sunlight light and limited shadow will determine the experiential use of the space. Creating maximum height of 36 feet at its edges support a mix of uses fronting the spine while not limiting additional height to maximize the program of new building rising along its edges will not compromise the experience of walking and biking through a park like environment 50’ height limit Central Promenade Spine 36 Feet 60 Feet 20 Foot Step Back 20 Foot Step Back 105 Foot Maximum 15 Foot Front Yard Setback E Greater Southdale District | Design Experience Guidelines March 5, 2019 page 36 5 Implementing and Measuring the Guidance Ten Things to Remember Greater Southdale District | Design Experience Guidelines March 5, 2019 page 37 1. Every new development begins with the 200’ x 200’ block, or some variation based on context. 2. Every block or building in a development will need streets to connect between buildings. Not all of these streets will need to accommodate vehicles, providing the opportunity for parks, plazas or courtyards—important parts of the public realm. 3. Buildings will not be greater than 200 feet in length, thereby minimizing the negative impact continuous walls can have on a comfortable pedestrian experience. 4. All streets are not equal. The plan outlines a hierarchy that is driven by the kind of experiences that are expected on these streets and how they facilitate an enlivened public realm. 5. Designated transition zones are about maintaining the quality of life in these areas without restricting growth in other parts of the district. 6. Promenades and East-West Streets are the bridge between single family neighborhoods, such as the Cornelia neighborhood of Edina and the west side of Richfield, to more intense parts of the district. 7. Street Rooms will intersect and overlap each other in many circumstances. At these intersections, lower building heights should prevail, giving the smaller scaled building precedence over larger scale buildings. 8. Building footprints above 60 feet in height are limited to 12,000 SF for residential uses, and 24,000 SF for commercial. 9. Within the first 60 vertical feet of a building, primary materials systems that are more traditional like brick, stone, glass wall systems are preferred. Above 60 feet, other materials such as metal wall systems within a larger curtainwall system, can be introduced. These baseline parameters should not be a deterrent to architectural innovation but rather are intended to serve as a measure of quality and continuity throughout the district 10. Transparency at the ground level facing the public realm is key to the individual experience and is a catalyst for how to activate and maintain a community-based approach to daily life and experience. 5. Implementing and Measuring the Guidance Ten Things to Remember 2200 Zane Ave N | Minneapolis, MN 55422 www.archfieldoffice.com Cary: At your request, we reviewed the Sketch Plan submission for the proposed Edina Health & Safety Center based on our experience working with the Greater Southdale Work Group to craft a physical vision for how their guiding principles may translate to the built environment. The resulting vision for development in the district is to create an enhanced human experience along existing major and new connector streets, with overall experience shaped via landscape setbacks, building step backs, a hierarchy of street typologies, transparency at street level, minimizing the impact of the car, and managing storm water as an amenity. The outcome of our collaborations with the Work Group is described in the urban design chapter of the Greater Southdale District Plan and resulted in the Greater Southdale District Design Experience Guidelines. The project proposed aligns in several areas with the Design Experience Guidelines, demonstrating positive attributes as it relates the creation of an active public realm, and general consideration for the neighborhood. W e note the following: 1. Appropriate representation of Design Experience Guideline Typologies. 2. Staff parking needs to be accommodated as below-grade parking in adjacent future development. 3. Existing wetland is incorporated into the new East/West Promenade. 4. The East/West Promenade as shown in Option B seems more in keeping with the concept of the existing North/South Promenade without vehicular traffic. 5. Although West 76th is an existing street it should be represented in the drawings as it relates to the major East/West Street Typology. To City of Edina Cary Teague, Community Development Director 4801 W. 50th Street Edina, MN 55424 From Mic Johnson, FAIA Date February 15, 2023 We also would like to point out a few additional Opportunities for consideration: 1. North/South Neighborhood Street The new North/South neighborhood street with adjacent parking on the west side of the street is approximately 130-140 feet wide from building wall to building wall. This creates a wide corridor of vehicular traffic that has limited incentives for neighborhood integration. When we were discussing alternate neighborhood streets with the Work Group, we imagined a variety of different kinds of streets that would increase both differing neighborhood identity and different levels of service that the neighborhood and the Greater Southdale district would need. As is mentioned in the Street Typology for local streets, (excerpted on the following page) different uses are imagined. One alternative discussed in the W ork Group were shopping streets where the street would take on the character of a typical small t own Main Street with 90-degree or diagonal parking on both sides of the street and two lanes of traffic, one in each direction. The Main Street style parking could serve not only the Health Center but also be a catalyst for other neighborhoood services to be developed as the new buildings are constructed over time. In a sense, this move would be part of building a center to this evolving south district neighborhood. 2. East/West Promenade A consideration for the East/West Promenade is to encourage pedestrian access to Fred Richards, and to link the district together through a series of waterways and open and flexible activity spaces.The consideration for shadow should be a major concern considering the adverse conditions pedestrians can experience in a Winter City. We would encourage that pedestrian walkways be located on the north side of the Promenade to increase the amount of sunlight reaching walkway surfaces, especially during winter months. 3. A Broader Neighborhood Vision The intent of the 200-foot block is not only to encourage a more pedestrian scaled environment but to also discourage long corridors in future buildings and encourage a variety of housing types. This stage of site development is an ideal opportunity to demonstrate a variety of ways in the which people might experience living in the district. There is a need for family-centered apartments, condominiums and town/row houses—not just large apartment blocks. Creating a vision about how the neighborhood could develop beyond the Fire Station and Community Health Center is an important a part of the overall task for each developer. Thank you for the opportunity to review. Please let me know if you have any questions. Mic The CITY of EDINA Sketch Plan Review – Community Health and Safety Center – 4401 76 th Street West The CITY of EDINA EdinaMN.gov 2 Site The CITY of EDINA EdinaMN.gov 3 Site The CITY of EDINA 4/05/12 4 Site Comprehensive Plan The CITY of EDINA EdinaMN.gov 5 Site The CITY of EDINA 4/05/12 6 Site The CITY of EDINA 4/05/12 7 The CITY of EDINA EdinaMN.gov 8 The CITY of EDINA 4/05/12 9 The CITY of EDINA 4/05/12 10 The CITY of EDINAIssues/Considerations EdinaMN.gov 11  OR, Office Residential. The following is the land use description for OR, Office Residential Land Use Category in the Comprehensive Plan: “Transitional areas along major thoroughfares or between higher-intensity districts and residential districts. Many existing highway-oriented commercial areas are anticipated to transition to this more mixed -use character. Primary uses are offices, attached or multifamily housing. Secondary uses: Limited retail and service uses (not including “big box" retail), limited industrial (fully enclosed), institutional uses, parks and open space. Vertical mixed-use should be encouraged and may be required on larger sites.” The CITY of EDINAIssues/Considerations EdinaMN.gov 12  Building Materials & Facades. Buildings must be made of natural materials (stone, brick) on the first vertical 60 feet of a building, and first floor ceiling heights must be 20 feet tall. As suggested in the Southdale Design Experience Guidelines and by City Code; all new front building facades that face the public realm must have 75 percent transparency (ability to see inside the building) at the ground level. When designing the final plans, the “street typologies” suggested in the Design Experience Guidelines should be more closely considered.  Building Height. This is an area of town that was anticipated for more building height in the 2008 Comprehensive Plan. The building height allowed on the site under current zoning is up to 12 stories. The proposed community health and safety center would be two stories in the range of 22-27 feet. The training tower could be 50-60 feet tall.  Sustainability. Any submittal for a rezoning will require compliance with the City’s Sustainability Policy.  Traffic & Parking Study. Would be required as part of any formal application. The sketch plan indicates 40-80 parking stalls will be provided. The CITY of EDINAIssues/Considerations EdinaMN.gov 13 Compliance Table PID, Planned Industrial District (Measured to the curb) Comprehensive Plan Proposed Front – 76th Side – West Side – East Rear 30 feet 30 feet 30 feet 30 feet 30 feet 40+ feet 35 feet 150+ feet Building Height 12 stories 2 story health and safety center Density 20-75 units per acre 160–600-unit potential The CITY of EDINA 4/05/12 14 The CITY of EDINA 4/05/12 15 The CITY of EDINA 4/05/12 16 The CITY of EDINA 4/05/12 17