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HomeMy WebLinkAbout2014.10.23 PC PacketAGENDA HUGO PLANNING COMMISSION 'THURSDAY, OCTOBER 23, 2014 HUGO CITY HALL 7:00 p.m. A. ROLL CALL (Arcand, Gwynn, Kleissler, Knauss, Lessard, McRoberts, Rosenquist) B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. October 9, 2014 D. PUBLIC HEARING E. NEW BUSINESS 1. Site Plan — Hugo Good Neighbors Food Shelf 15106 Francesca F. OLD BUSINESS G. PLANNING COMMISSION MEETING UPDATE 1. Rescheduling Meeting Dates a. Thursday, November 27, 2014 to Thursday, November 20, 2014 b. Thursday, December 11, 2014 to Thursday, December 4, 2014 c. Thursday, December 25, 2014 to Thursday, December 18, 2014 H. ADJOURNMENT If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651) 762-6304 or r'uba a ci.hu o.mn.us thank you. MINUTES HUGO PL_ANNING COMMISSION October 4, 2014 Call to Order Chairman Gwynn called the meeting to order at 7:00 pm. PRESENT: Arcand, Gwynn, Kleissler, & Rosenquist ABSENT: Knauss, McRoberts, Lessard ALSO PRESENT: Rachel Juba, Planner Connor Schaefer, Community Development Intern Approval of Minutes Rosenquist made motion, Arcand seconded, to approve the Planning Commission minutes of June 26, 2014. Ayes: Arcand, Gwynn, & Rosenquist Abstentions: Kleisser Motion carried. Patrick Rooney - Minor Subdivision for 12548 Keller Avenue North Community Development Intern, Connor Schaefer, presented on the Patrick Rooney's minor subdivision application. The applicant is requesting approval for a minor subdivision to subdivide a 20 acre parcel into two 10 acre parcels for his property located at 12548 Keller Avenue North. The property is located in the Agricultural (AG) zoning district and is guided Agricultural in the 2030 Comprehensive Plan. The site is flat and the Brown's Creek Watershed District stated that they do not have any information that would indicate the need for a wetland, lake, or stream buffer on the property. Schaefer presented on the application based on the following subjects: Lot Size, Shoreland, Utilities, Grading, Street Access, and Park Dedication. The applicant's proposal complies with the Agricultural zoning district lot size requirements and the proposed building sites and septic areas would comply with the shoreland ordinance. Staff recommends approval of the minor subdivision for the property located at 12548 Keller Avenue North, subject to the conditions listed in the draft resolution to the Planning Commission. The applicant, Patrick Rooney of 13033 McKusick Rd N, Stillwater, addressed the Commission. He asked for further explanation on the City's park dedication fee requirement for subdivisions. The applicant also asked if he was responsible for grading and applying for a building permit, even if he just intends to sell Parcel A. Planner Juba answered by saying that the park dedication fee is stated in the City Code as a per unit fee required for minor subdivisions. She answered the applicant's second question by saying that prior to building on Parcel A, the property owner, whomever that may be at the time the building is proposed, shall demonstrate the building sites will comply with the City's regulations regarding building elevation related to groundwater. Chairman Gwynn opened the public hearing. No one from the public commented. Chairman Gwynn closed the public hearing. Arcand made a motion, Kleissler seconded, to recommend approval for a minor subdivision for the property located at 12548 Keller Avenue North. All Ayes. Motion carried. Adjournment Arcand motioned, Kleissler seconded, to adjourn at 7:11 pm. All Ayes. Motion carried. Meeting adjourned. Respectfully submitted, Connor Schaefer Community Development Intern Agenda Number 1 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT MEMORANDUM TO: Hugo Planning Commission FROM: Rachel Juba, Planner SUBJECT: Hugo Good Neighbors Food Shelf — Site plan for a 1,500 square foot building located at 15106 Francesca Avenue North. DATE: October 16, 2014, for the Planning Commission meeting on October 23, 2014 COMPREHENSIVE PLAN: Industrial (ID) ZONING: General Industrial (I-3) REVIEW DEADLINE: December 15, 2014 1. DESCRIPTION OF REQUEST: The Hugo Good Neighbors Food Shelf is requesting approval of a 1,500 building for its new food shelf location on a 0.58 acre property. The food shelf recently acquired a property with money it received from a Community Development Block Grant (CDBG) administered by Washington County. The property is located in the Peloquin Industrial Park at 15106 Francesca Avenue North. The current location is located west of City Hall adjacent to Lions Park on City owned property. 2. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north and east are zoned General Industrial (I-3) and are occupied by industrial uses. The properties to the west are zoned General Industrial (I-3) and are occupied by single family homes. The property to the south is zoned Low Density Multiple Density Residential (R-4) and is occupied by the Twin Pines residential development. Hugo Good Neighbors Food Shelf — Site Plan Page 2 B. Natural Characteristics of Site The property is currently vacant. It is generally flat and does not contain any wetlands. 3. ANALYSIS: A. Site Plan The applicant is requesting site plan approval for a 1,500 square foot building on a 0.58 acre property. The application complies with the ordinance standards as follows: Building Setbacks The 1-3 zoning district requires a 30 -foot front and rear yard setback and a side yard setback that is equal to the height of the building, in no case less than 10 feet. The site plan complies with the setback requirements. Building Coverage and Lot Coverage The I-3 zoning district limits maximum lot area to be covered by a building to 40% and maximum lot area to be covered by impervious surface to 80%. The site plan complies with the coverage requirements. Building Height The I-3 zoning district has a maximum building height of 50 feet. The height of the proposed building is approximately 16 feet. Parking According to the Section 90-253 PARKING of the City Code, based on the use and the size of the building the total number of parking spaces required is 8. There are 14 parking spaces, which exceeds the ordinance standards. The vehicle circulation within the parking lot works well. The applicant meets the ordinance standards. Lighting The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed '/2 foot candle measured at the property line or 1 foot candle measured at the street's centerline. 2 Hugo Good Neighbors Food Shelf — Site Plan Page 3 The applicant is proposing wall mounted downcast light fixtures with a recessed bulb. The cut sheets have been reviewed and meet the lighting requirements. The applicant has stated that pole mounted exterior lights will also be installed. The location and types of pole mounted exterior lights shall be reviewed and approved by staff prior to installation. Landscaping Section 90-181 LANDSCAPING of the City Code provides landscaping requirements for developments. In order to meet the landscape requirements, 6 overstory deciduous trees, 3 coniferous trees, 3 ornamental trees, and 30 shrubs are required to be installed. The applicant is proposing to install 6 overstory deciduous trees, 4 coniferous trees, 3 ornamental trees, 30 shrubs, and perennials. This exceeds the landscape requirements. The applicant is proposing the ground cover to be sod around the building and seeded in the remaining areas, if needed. Architecture and building materials The building is designed with a pitched roof and gabled ends. The building will be constructed of pre -finished fiber cement lap siding with fiber cement shakes at the gables. There will be accents of stone including a stone still on all elevations, except the rear. There are several windows at the front of the building and elevated windows along the sides to allow natural light into the building. There will be asphalt shingles on the roof. Although the exact colors of the building materials have not been determined at this time, they are proposed to be of earth tones with the shakes being a bluish hue. Staff will review and approve the colors of the building materials prior to the issuance of a building permit. There will be a canopy with columns at the entrance of the building. The columns will be made of a combination of a composite wood material and a cast stone base with a stone sill. The building generally meets the commercial and industrial construction standards, as well as, the design guidelines. Signage The applicant is not proposing any signage at this time. Section 90-265 SIGNS of the City Code, allows wall signage as well as a monument sign for the property. Prior to installation of any signage the applicant shall apply for a sign permit that will be reviewed and approved by staff. Hugo Good Neighbors Food Shelf — Site Plan Page 4 Fencing and Screening The applicant is not proposing any fences on the property. The applicant is proposing an outdoor trash enclosure located south of the building. The applicant has stated that the enclosure will be constructed of building materials consistent with the building with a cedar gate. The applicant is proposing to screen ground mounted mechanical equipment with a small enclosure constructed of building material consistent with the building with a cedar gate. The location of the equipment has not been determined at this time. Prior to the issuance of a building permit, staff will review and approve the exact location and proposed screening method for both the trash enclosure and mechanical equipment. Stormwater management Since the project disturbs less than acre and has less than 10,000 square feet of impervious surfaces being generated, the project is exempt from the watershed management requirements. Utilities Municipal sewer and water utilities are available to the site. The specific connection details will be reviewed as part of the building permit application. Streets and Access The property has an existing access into the site off of Francesca Avenue. 4. CONCLUSIONS; It is in staff opinion that the application meets the requirements necessary to approve a site plan application. 5. RECOMMENDATION: Staff recommends approval of the site plan application for the property located at 15106 Francesca Avenue North, subject to the conditions in the attached resolution. ATTACHMENTS: 1. Location Map 2. Resolution 3. Engineers Memo 4. Site Plan 4 RESOLUTION 2014 - APPROVING A SITE PLAN FOR HUGO GOOD NEIGHBORS FOOD SHELF FOR CONSTRUCTION OF A BUILDING ON THE PROPERTY LOCATED AT 15106 FRANCESCA AVENUE NORTH WHEREAS, Hugo Good Neighbors Food Shelf has requested approval of a site plan for a construction of a building and is legally described as follows: Lot 1, Block 1, Husnik Industrial Park WHEREAS, the Planning Commission has reviewed said site plan on October 23, 2014, and recommends approval subject to the conditions listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the site plan for Hugo Good Neighbors Food Shelf for construction of a building with the following findings: A site plan is approved to allow construction of an approximately 1,500 square foot building in accordance with the plans dated September 16, 2014, and October 17, 2014, except as amended by this resolution. 2. If parking issues occur, additional parking shall be constructed as deemed necessary by the City. 3. Prior to installation of any signage the applicant shall apply for a sign permit that will be reviewed and approved by staff. 4. The applicant will be responsible for the City's water and sewer trunk fees, as well the water (WAC) and sewer (SAC) connection fees to be paid at the time of the building permit. The applicant will also be responsible for the Met Council sewer connection fee (Met Council REC). 5. The applicant shall obtain all necessary local, state, and federal permits. Prior to commencement of any grading or site development work: 6. All items on the Engineer's memo and "red -line" detailed engineering comments that have been sent directly to the applicant's engineer dated October 17, 2014, shall be addressed. Prior to the issuance of a building permit: 7. The gutters and downspouts shall be integrated into the building design and shall be reviewed and approved by staff. Resolution 2014 - Page 2 8. The location and types of pole mounted exterior lights shall be reviewed and approved by staff prior to installation. 9. Location and screening methods for ground mounted mechanical equipment shall be reviewed and approved by staff. All ground mechanical equipment must be screened from view of adjacent properties. 10. The colors for the building materials shall be reviewed and approved by staff. Prior to issuance of a Certificate of Occupancy: 1. All required landscaping shall be fully installed. ADOPTED by the City Council this 3rd day of November, 2014. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk Hugo Good Neighbors Food Shelf Site Plan 4 N fi 0 IW 7- N W+B inch = 80 feet S C Site 4V J Aiwv� �Au -,e KK YEd, 51, �K . — w -Ajr & Asso "Associ"ates, Ine. engineering • planning • environmental • construction 701 Xenia Avenue South & Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 October 20, 2014 Ms. Rachel Juba City Planner City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Preliminary Plan Review Hugo Food Shelf WSB Project No. 1904-014 Dear Ms. Juba: We have completed a stormwater management review for the preliminary plan submittal and drainage analysis for the Hugo Food Shelf. The following documents were provided for review: • Hugo Food Shelf Site Plan dated October 8, 2014 and revised October 17, 2014 • Hugo Food Shelf Grading, Drainage, ESC & Utility Plan dated October 8, 2014 and revised October 17, 2014 Based on our review, we offer the following comments that must be addressed prior to City approval: Grading, Stormwater Management & Utility Plan The lowest floor elevation is required to be two feet above the FEMA 100 -year elevation of 929.0, or 931.0 minimum. The current plans show a low floor elevation of 930.7, so a minor adjustment will be required. 2. We are working with the applicant with regard to any floodplain modifications to verify that there is not any net loss in floodplain based on the proposed grading plan. 3. Add erosion control notes to include rock construction entrance, street sweeping and restoration of any disturbed soils. St. Cloud • Minneapolis • St. Paul Equal Opportunity Employer wsbengtorn C:51lceri,Rachcl.Jaba`.APPDatall. M1icrmMWindmb.Teffq rryInternet FIIes.C"Iem.OWlnnk*4F75XDZ%LTR­Juba -Fmd5helf Plan It, Ms. Rachel Juba October 20, 2014 Page 2 4. Because the project disturbs less than 1 acre and results in less than 10,000 square feet of impervious surfaces being generated, the project is exempt from the watershed management requirements. 5. City utilities are available to the site. The specific connection details will be reviewed as part of the building permit application. We will continue to work with the applicant to address technical design and other minor issues related to the project as the project moves forward. It is recommended that approvals related to this application be subject to resolving the issues outlined within the "red -line" detailed engineering comments that will be sent directly to the applicant's engineer. Thank you for the opportunity to provide comments on this project. If you have any questions, please do not hesitate to contact me at 763-287-7192. Sincerely, WA 2X J edy, PE City ngineer cc: Scott Anderson, Public Works Director Steve Duff, Senior Engineering Technician Katy Thompson, Water Resource Engineer (email only) Ed Youngquist, Engineering Specialist (email only) C..11ac+aJtachrl,Juba`�ppAalallaeal`.[iucxso115Whtrinwx,l'unporary]ntao�Fit. -Crnrtnit.OUODWJWF75XDI't1.TR-O.Im-FmlShci Plmt Review 10; 7 1 Tr -7- 1] .,..;o li Mw ;n a III �.3 CL LL z LJ U ill LJ �U , Qd IL W a O U w d5 „o—,Y �.3 CL VICINITY MAP LU fENMU NOi1E5 THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING LITIUTIES 15 NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TG TYPE AND LOCATION Of UTILITIES AS NECESSARY TO AMD DAMAGE TO NESE UTIUTIES. CALL '811' FOR MISTING UTIUTIES LOCATIONS PPoOR TO ANY EXCAVATIONS THE CONTRACTOR SHALL FIELD VERIFY SIM EHEVATM. AMID LOCATION OF EfOSTINO SANITARY SEWER, STORM SEWER. AND WATER MAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS INSTALLATIONS SHALL CONFORM TO 1HE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES, THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SEANCES TO EXISTING HOMES OR BUSINESSES. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBUC RIQIT-CF-WAY. NOTIFY CITY A MINIMUM OF 46 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTIOi ALL ELECTRIC. TELEPHONE. AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTEITY COMPANY SPECIFICATIONS. ALL UTIUTY DISCONNECTIONS SHALL BE COORDINATED METH THE APPROPRIATE UTILITY CONPANY. CORE a fRUMIN00S NfFn REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REOWRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -101147. RESTORE DISTURBED STREET TO rKISDHG ON BETTER SECTNIN. BACKFIUING OF CURB IS INCIDENTAL TO OURB INSTALLATION. FOUR INCHES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION. CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL AREA CALCULATION DESCRIP71ON SO. F7. TOTAL LOT AREA 25.207 OISTURSED AREA 16.550 IMPERVIOUS AREA 8,938 PERVCOUS AREA 15,269 • Know what's below. Call before you dfg. S89.20'02")F b, e---- ----- -------- ----- ----- ---- 3' TRANSIn Lr I H q I I I j •i - I # CURB i I f3?.35 0 8612 CONCRETE CURB k GIMER N (TYP) 0 0 0 D E D E r I;I �. I Q) � 6 U cr I n m I 1 U W 4 1WW O J I I V � s N89•zU'0 'E , k. I 20.0 � 30000 I I I PREPARED FOR: c • SOUTHWIND 4t BUILDERS, INC. I I T � _ I 0 �r i SITE PLANNING! &ENGINEERING I I ' PLOWE EN6INEERW6, WN. .TTM LAKE DRI'. E SUITE11D LINO LAKES. MN SM14 1 h 5 55 ` 5 5 h • 4 55 5 5' \. ' F S •' S 4 f J •55 4• 5 10 DIS I INCH• 10 FEET F r • . 3' ANSITI . HUGO FOOD SHELF ~ 0 CURB N LANDSCAPE ,S•. /A�REA I l"P) Lr I � \ I 0 ` Q j � PROPOSED BLDG ti PI 10 � I 1.455 SOFT. "• '` 4 o FFE=930.70 I i NECH i 4• a I 1 I ROOM �-200— I 200— I 1 A _ \... . TANRIII-nO LANDSCAPE AREA RBg J tCtJlI I I I 0 0 D E D 8512 Cf CURB k 710- - 1O-- 22U RIBBON __-_..-_____P.,_.a---PP,"a___-_- .c_____w---___�, 589.56'28"E '70'8'5 E 1 V E D OCT 1 7 2014 Per N-00 DRAWN BY: DESIGN BY: C.M. C.W.P. CNCKDBY; PRDl NO. C.W.P. 141502 E r I;I �. I Q) egg U cr I n m L1 1 U W 4 1WW O J I V � s N89•zU'0 'E , k. I 20.0 � 30000 Ij 1 8512 Cf CURB k 710- - 1O-- 22U RIBBON __-_..-_____P.,_.a---PP,"a___-_- .c_____w---___�, 589.56'28"E '70'8'5 E 1 V E D OCT 1 7 2014 Per N-00 DRAWN BY: DESIGN BY: C.M. C.W.P. CNCKDBY; PRDl NO. C.W.P. 141502 I I E r I w egg z I n m L1 R 4 1WW O J I V � s � WW 2 I I I w I w � s I I 20.0 � Ij 1 PREPARED FOR: I SOUTHWIND ' I BUILDERS, INC. I I T _ I 0 �r i SITE PLANNING! &ENGINEERING I I ' PLOWE EN6INEERW6, WN. .TTM LAKE DRI'. E SUITE11D LINO LAKES. MN SM14 PHONE: 1N113"141210 FAX:18511' 3141701 NORTH 5 10 DIS I INCH• 10 FEET SITE PLAN CO HUGO FOOD SHELF V LEGEND Know what's below. Call before you dig. I— EXISTING OVERHEAD ELECTRIC ------ 0— EXISTING UNDERGROUND TELEPHONE . .. ...... ........... W-0 0 E-D' _ "jj6=aAb----- — --- 7 7=1!�7=77!`!177, 7 77 777 =MIRT EXISTING UNDERGROUND CABLE W ELASTINS TELEPHONE PEDESTAL El FASTING ELECTRICAL PEDESTAL c EXISTING CABLE PEDESTAL M. FASTiNG UTILITY POLE rk EXISTING LIGHT POLE PROPOSED CATCH BASIN FASTING STORM SEWER PROPOSED rLAREO-ENO SECTION E)OSTING WATER MAIN PROPOSED GATE VALVE DaSTINC SANITARY SEWER To E)OS1PNG FOREEMAIN PROPOSED SANITARY SEVER MANHOLE EXISTING STORM MANHOLE a EXISTING CATCH BASIN EASMG FLARED -END SECTION PROPOSED SPOT ELEVATION FASTING GATE VALVE �01_ W, mwm� FASTING HYDRANT W M OR �M) SUWA " 0T1ER1XWE IN exm) EXISTING WELL (2) FASTING SANITARY SEVER MANHOLE —"'gkz%ao FASTING CONTOUR PROPOSED BITUMINOUS FASTING SPOT ELEVATION PROPOSED CONCRETE EXISTING SPOT ELEVATOR PROPOSED RIP -RAP (mlvm imlD iIuvAnow) PROPOSED INLET PROTECTION EYASTING BITUMINOUS E=Mr BITUMINOUS (TO BE REMOVED) 27. FASTING TREES (TO BE REMOVED) a0000m FASTING RETAINING WALL FASTING FENCE EXISTING WETLAND Know what's below. Call before you dig. I— PROPOSED WATER PIPE ------ 0— PROPOSED SANITARY SEWER PIPE . .. ...... ........... W-0 0 E-D' _ "jj6=aAb----- — --- 7 7=1!�7=77!`!177, 7 77 777 =MIRT PROPOSED STORM SEWER PIPE PROPOSED DRAINTLE AND CLEAN-OUT ELEC — PROPOSED ELECTRIC SERVICE —CAS— PROPOSED GAS SERVICE _TL— PROPOSED TELEPHONE SERVICE 0 PROPOSED STORM MANHOLE 13 PROPOSED CATCH BASIN A PROPOSED rLAREO-ENO SECTION 4x PROPOSED GATE VALVE c PROPOSED HYDRANT PROPOSED SANITARY SEVER MANHOLE —WE— PROPOSED CONTOUR ma— X92UO PROPOSED SPOT ELEVATION 50 �01_ W, mwm� W M OR �M) SUWA " 0T1ER1XWE IN exm) s PROPOSED SILT FENCE PROPOSED DIRECTION or DRAINAGE PROPOSED BITUMINOUS O PROPOSED CONCRETE PROPOSED RIP -RAP 0 PROPOSED INLET PROTECTION 1111111111101.MUTES THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION CF EXISTING UI IS NOT GUARANTEEDTO BE ACCURATE OR ALL INCLUSIVE THE CONTRACTOR 15 RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATOR OF UTIUTIES AS NECESSARY To AVOID DAMAGE TO THESE UTILITIES. CALL 'oil' FOR EXISTING umunES LOCATIONS PRIOR TO ANY EXCAYATIONS. THE CONTRACTOR SHALL FIELD VERIFY SIZE. ELEVATION, AND LOCATION OF FASTING SANITARY SEWER, STORM SEEM AND WATER MAN AND NOTIFY ENGUNEM OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES DR BUSINESSES. STORAGE OF MATERIALS OR EQUIPMENT SMALL NOT BE ALLOWED ON PUBLIC STREET- OR WITHIN PUBLIC RIGHT-OF-WAY. NOTIFY CITY A MINIMUM OF 4B HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL ELECTRIC. TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY OOMPANY SPECMCATIONS. ALL URUTY DISCONNECTIONS SHALL BE COORDINATED UT14 THE APPROPRIATE UTILITY COMPANY. WATER MN N110 ENSTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PROF! TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN 18r OF WATER MAIN. PROPOSED WATER MAN SHALL BE V DIP CLASS Sn AND I* COPPER TYPE K. MECHANICAL JOINTSSHALL BE USED FOR WATER UAW PIPES 4' IN DIAMETER AND LARGER. RUBBER CASKETS SHALL CONFORM TO AWWA ClII (ANSI A21.11). MAINTAIN MINIMUM 7.5 -FT COVER TO TOP OF ALL WATER MAIN PIPE. SANITARY SIM NGM EMISANITfRY SEVER LOCATION. SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION.GTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. PROPOSED SANITARY SEWER SHALL BE PVC SXR 35. 227.54 S89@20'OZ')r .927.ro 921.92 J.111 I 329.18 .. . .. .......... EXISTING ...... DRI ON; REPLACE CURB TO 137.35 EXISTING cuRe 928 L7 928.78''. . ........... SILT FENCE C/o Z _____.u. ------ — — — — — — — — 929 . .. ... Ta cz INSTALL NEW CONCRE-�/ 20 920 201 M920'Oor' A 3000 929 T Ci 930 .................. LL( EXTEND SAN. & WATER SERIACES INTO BUILDING x 0.29 AT LOCATION DETERMINI 0 BY OMER PROPOSED BLDG 0 a 1,455 SOFT. FFE-930.70 MECH ROOM -,- / \ \" 930.47 I 17 &1D.IP#47 - - - - - — - - - - - 930.65 rx k rt x 1__I..4 20 do . . . ................. ... . .... . ......... .. . ..... ........ . �1, ... 927,96 . .. ...... ........... W-0 0 E-D' _ "jj6=aAb----- — --- 7 7=1!�7=77!`!177, 7 77 777 =MIRT x 928.0,3 ITE WITH R -927SetwnCONCRE ,27.43 -'j , �25.77 Ec-D EIV& 92C 56 927.90 . .......... . .. .... ... .... . .. . ...... ....... . . .. . ...... . ... .. . . ... ........ . ....... . .. . . ......... .. .. ... ..... . ........ ............ ...... . ... ;V.28ifff . . ........... . ....... . . .179.-85 928.77 X MH ..... . . ....... 929.71 Per X !,27.62 .,Z�92 GRADING, DRAINAGE, T . 19 02 HUGO FOOD SHELF c II 00 50 45 E3 -20.69 95 27. 45 CONCRETE SPILLWAY WITH RIP—RAP 227.54 S89@20'OZ')r .927.ro 921.92 J.111 I 329.18 .. . .. .......... EXISTING ...... DRI ON; REPLACE CURB TO 137.35 EXISTING cuRe 928 L7 928.78''. . ........... SILT FENCE C/o Z _____.u. ------ — — — — — — — — 929 . .. ... Ta cz INSTALL NEW CONCRE-�/ 20 920 201 M920'Oor' A 3000 929 T Ci 930 .................. LL( EXTEND SAN. & WATER SERIACES INTO BUILDING x 0.29 AT LOCATION DETERMINI 0 BY OMER PROPOSED BLDG 0 a 1,455 SOFT. FFE-930.70 MECH ROOM -,- / \ \" 930.47 I 17 &1D.IP#47 - - - - - — - - - - - 930.65 rx k rt x 1__I..4 20 —930 GUT ";JI.U2 DRAY'M OEWNRY: C.m C.Wp. CHI PROLNO. C.W.P. 14-1502 oI DATE 213.93 929.17 E - PROVIDE INLItT,=IMENT CONTROL 9 FOR ALL EXISTING,,STURM SEWER INLETS. LEAVE IN—PLACE UNTIL SITE HAS BEEN STABILIZED (TYP) ear - SILT FENCE do . . . ................. ... . .... . ......... .. . ..... ........ . �1, ... . .. ...... ........... W-0 0 E-D' _ "jj6=aAb----- — --- 7 7=1!�7=77!`!177, 7 77 777 =MIRT x 928.0,3 ITE WITH R -927SetwnCONCRE ,27.43 -'j , �25.77 Ec-D EIV& 92C 56 - . .... .. . .......... . .. .... ... .... . .. . ...... ....... . . .. . ...... . ... .. . . ... ........ . ....... . .. . . ......... .. .. ... ..... . ........ ............ ...... . ... ;V.28ifff . . ........... . ....... . . .179.-85 928.77 X MH ..... . . ....... 929.71 Per .,Z�92 GRADING, DRAINAGE, T . 19 02 HUGO FOOD SHELF 00 50 45 E3 95 45 —930 GUT ";JI.U2 DRAY'M OEWNRY: C.m C.Wp. CHI PROLNO. C.W.P. 14-1502 oI DATE 213.93 929.17 E - PROVIDE INLItT,=IMENT CONTROL 9 FOR ALL EXISTING,,STURM SEWER INLETS. LEAVE IN—PLACE UNTIL SITE HAS BEEN STABILIZED (TYP) ear - SILT FENCE I d m NYi PREPARED FOR: SOUTHWIND BUILDERS, INC. PLOWE INNEEMIL111111L 6716 LAKE DRIVE SUITE 110 LINO LAKES. MN 5110114 PHCNE (851)281.8210 FAXX(8611) L81.M NORTH tIN.H- IOPEET Ct 2. . . . ................. ... . .... . ......... .. . ..... ........ . �1, ... . .. ...... ........... W-0 0 E-D' _ "jj6=aAb----- — --- 7 7=1!�7=77!`!177, 7 77 777 =MIRT x 928.0,3 ITE WITH R -927SetwnCONCRE ,27.43 -'j , �25.77 Ec-D EIV& 92C 56 - . .... .. . .......... . .. .... ... .... . .. . ...... ....... . . .. . ...... . ... .. . . ... ........ . ....... . .. . . ......... .. .. ... ..... . ........ ............ ...... . ... ;V.28ifff . . ........... . ....... . . .179.-85 928.77 X MH ..... . . ....... 929.71 Per .,Z�92 GRADING, DRAINAGE, T . HUGO FOOD SHELF 992-.77 I d m NYi PREPARED FOR: SOUTHWIND BUILDERS, INC. PLOWE INNEEMIL111111L 6716 LAKE DRIVE SUITE 110 LINO LAKES. MN 5110114 PHCNE (851)281.8210 FAXX(8611) L81.M NORTH tIN.H- IOPEET Ct . . . ................. ... . .... . ......... .. . ..... ........ . �1, ... . .. ...... ........... W-0 0 E-D' _ "jj6=aAb----- — --- 7 7=1!�7=77!`!177, 7 77 777 =MIRT SPILLWAY ITE WITH R -927SetwnCONCRE ,27.43 -'j , �25.77 Ec-D EIV& 7,r. lz-. 05 EIR ToP — - . .... .. . .......... . .. .... ... .... . .. . ...... ....... . . .. . ...... . ... .. . . ... ........ . ....... . .. . . ......... .. .. ... ..... . ........ ............ ...... . ... ;V.28ifff . . ........... . ....... . . .179.-85 928.77 X MH ..... . . ....... 929.71 Per .,Z�92 GRADING, DRAINAGE, ESC, & UTILITY PLAN HUGO FOOD SHELF I d m NYi PREPARED FOR: SOUTHWIND BUILDERS, INC. PLOWE INNEEMIL111111L 6716 LAKE DRIVE SUITE 110 LINO LAKES. MN 5110114 PHCNE (851)281.8210 FAXX(8611) L81.M NORTH tIN.H- IOPEET Ct DEFLECTOR PLATE OVERFLOW Q - CENTER OF FILTER ASSEMBLY O'ERFLOW © - TOP OF CURB BOX 10• FILTER ASSEMBLY / \ \ CURB �• � y ed 1�2'R I I fi MINIMUM .. •� .� y a" 127 1" - 2" NEENAH R-3067- WASHm RCCK HIC4i-FLOW FABRIC N MIRAFl FF101 OTE FOR MECHANICALLY 1_AIO CURB, SHOE MAY 8E TILTED. ROCK CONSTRUCTION ENTRANCE WIMCO INLET PROTECTION 8612 CONCRETE CURB AND CUTTER NOT TO SCALE NOT TO SCALE NOT TO SCALE 2" X 2" WOOD OR STEEL POST T-7" O.C. WIRE MESH REINFORCEMENT, SIO, 1/YR 3R FIELD FENCE. MW. 30" HC:4, MAX. MESH $PAGING OF 6" AND MIN. r1l 11;1111A 14-1/2" GAUGE WIRE IS OPTIONAL RI1/2"�F7 r T' GEOTE%TILE FILTER FABRIC - ^ OVERLAP 6• AND FASTEN AT 2' INTERVALS. LAY FABRC IN TRENCH. 6" 2" FABRIC ANCHORAGE TRENCH. BACKFILL TRENCH WITH TAMPED I -S" WEAR - 2360 NATURAL SOIL WEAR COURSE MIXTURE B (LVWE4-0308) NILE; FOR MECHANICALLY LAD RUNOFF TACK COMPACTION METHOD CURB. SHOE MAY BE TILTED. p1REC TACK COAT, MNOOT 2.357 ~ 2• DAM - 2350 0612 CONCRETE CURB AND GUTTER NON -WEAR COURSE MIXTURE 8 (LVNW35030a) TB T ORDINARY COMPACTION METHOD 6" ACC. BASE, CL 5 OR CL 6 NOT TO SCALE SF MNDCT 3138 o SPECIFIED DENSITY COMPACTION METHOD a APPROVED GRANULAR SUBBASE AS EXTEND WRE MESH DETERMINED BY GEOTECHNICAL ENGINEER INTO TRENCH / M1N. NOTES SUPPORT POST I) WIRE MESH IS NOT REQUIRED. PA'ANG SHALL CONFORM TO THE LATEST EDITION OF MNDOYS )RAGE IN-SITU S.AL 2) CONTRACTOR IS RESPONSIBLE FOR STANDARD SPECIFICATIONS FOR CONSTRUCTION 'NO THE CITYS REMOVAL OF ALL EROSION CONTROL STANDANDS FOR STREET AND UTILITY CONSTRUCTION. MATERIALS FOLLOWING TURF CEOTECHINCAL ENGINEER TO REVIEW OW -_ITE SOILS AND PP.EMENT E$TADUSH, EFIT. SECTION PRIOR TO ANY INSTILLATIONS EROSION CONTROL FENCE PROPOSER BITUMINOUS NOT TO SCALE NOT TO SCALE �6 meg^W LINE 5" J CURB CUT �T 4' 4" COMCAETE (3A32) 4° CLASS 5 AGGREGATE BASE CONCRETE SPILLWAY TYPICAL SECTION '!ARIES k SEE PLAN f _ VIII CONI m" SPILLWAY RIPRAP (CL III) GEOTEXTILE FLIER FABRIC CONCRETE SPILLWAY WI RIP -RAP NOT '„ SCALE T/2• 2% 24" -------- CONCRETE CONCRETE MORON CURB NOT TO SCALE uW:'AN W. DESIGN RY; C.M. G.W.P. CHCKOBY; PROU_NO. $$ ci ci m a ri O — 0 v � i a L : O O� PREPARED FOR: SOUTHWIND BUILDERS. INC. M1� SITE PL` NNING 6 ENGINEERING PLOWS iNi1RiERINCIRC. T SLAKE 0PA 'E SUITE 110 LINO L' KES, MN W014 PHONE' 18511361 10 FAX (6617 361-8701 DETAILS C2 HUGO FOOD SHELF 1. ALL PLANTING BEDS SHALL BE PREPARED IN THE FOLLOWING MANNER: - REMOVE EXI37TNG VEGETATION, ESPECIALLY GROUNDCO'JER - ROTOTILL TO A DEPTH OF 12 INCHES AND INCORP04A TE FERTILIZER - TRE. 'CH THE EDGE OF THE PLANTING BEDS - INSTALL EDGING WHERE APPLICABLE - REMOVE ALL ROCKS AND DEBRIS - INSTALL PLANTS AS PER PLANTING DETAIL AND SPECIFICATIONS - INSTALL SPECIFIED MULCH TO SPECIFIED DEPTH - WOOD MULCH SHALL BE PULLED AWAY FROM STEMS/TRUNKS OF ALL PLANES - WATER AS PER DETAIL AND SPECIFICATIONS 2. CONTRACTOR SHALL NOT PLANT TREES OR SHRUBS IN PLANTING PITS WHERE HIGH WATER OR OTHER UNFORESEEN CIRCUMSTANCES ARE ENCOUNTERED. CONTRACTOR SHALL NOTIFY OWNER/LANDSCAPE ARCHITECT IMMEDIATELY IN SUCH INSTANCES. 3. ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENDFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE. 4. OWNER RESERVES THE RIGHT TO REVISE QUANTITIES TO SWT BUDGET LIMITATIONS CONTRACTOR'S UNIT BID PRICES SHALL PREVAIL FOR ANY CHANGES IN QUANTITIES. 5. CONTRACTOR SHALL FIELD STAKE PLANTING ACCORDING TO PLAN. OWNER / LANDSCAPE ARCHITECT SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION, OWNER RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT 71ME OF INSTALLATION. b. BID FORM QUANTITIES TAKE PRECEDENCE OVER PLAN QUANTITIES. LANDSCAPE ARCHITECT SHALL MAKE ADJUSTMENTS TO LAYOUT IN SUCH INSTANCES. 7. INSTALL S INCHES COMPACTED DEPTH OF SHREDDED HARDWOOD MULCH IN ALL PLANTING AREAS. WOOD MULCH SHALL BE PULLED AWAY FROM STEMS/TPUNKS OF ALL PLANTS. 8. WATER AS PER DETAIL AND SPECIFICA77ONS CONTAWER STOCH: DIG THE PLANTING HOLE TWO TO THREE TIMES WIDER THAN THE SIZE OF THE CONTAINER, OR TO THE EDGE OF THE PLANTING BED AS 11101CATED ON THE PLANS, AND AT THE SAME DEPTH AT WHICH THEY GREW IN THE NURSERY. FOR ADDITIONAL PLANTING BED PREPARATION, SEE PLANTING NOTES. REMOVE CONTAINER (BY CUTTING IF NECESSARY). 1F ROOTS ARE GROMNG IN A SPIRAL AROUND THE SOIL PASS. USE A SHARP KNIFE TO SCORE THE OUTSIDE OF SOIL MASS VERTICALLY, JUST DEEP ENOUGH TO CUT T14E NET OF THE ROOTS, AND MAKE A CRISS-CROSS CUT ACROSS THE BOTTOM OF THE SOIL MASS. SET PLANT ON SOLID UNDISTURBED SOIL OR THOROUGHLY COMPACTED BA:KFILL SOIL SO THE TOP OF THE SOIL IS AT FINISHED GRADE OR SLIGHTLY ABOVE NOT TO EXCEED TWO INCHES. BACKFILL PLANTING BED WITH ORIGINAL SOIL, BREAK UP CLODS OF SOIL. IF SOILS ARE POOR (IE: HEAVY CLAYS, SAID, OR COMPACTED), BACKFILL CAN BE A MIYTURE OF 1/3 SOIL AMENDMENT WITH 2/3 ORIGINAL SOIL. DO NOT USE PEAT AS PART OF BACKFILL IN CLAY SOILS. REMOVE ALL ROCI'S AND DEBRIS FROM BACKFILL THOROUGHLY WATER TO SETTLE THE PLANTS AND FILL VOIDS WITHIN TWO HOURS OF PLANTING. INSTALL MULCH WITHIN 4A HOURS OF WATERING NIt)T TI] CrAt F •nxa >"r :—umrsrN�en caNTAINER STOCK BALLED AND BURLAPPED STOCK BALLED AND 1RGRLAPPED STOCH: ROOTS OF ALL BALLED AND BURLAPPED STOCK SHALL FILL THE SOIL BALL, BE FREE OF KINKS, CIRCLING AND GIRDLING, AND THE UPPERMOST ROOTS SHALL NOT BE MORE THAN FOUR INCHES BELOW THE TOP OF THE SOIL BALL. TRANSPORT ROOTS SHALL BE SYMMETRICAL AROUND THE TRUNK / STEM OF THE PLANTS, SOIL BALLS MUST BE CENTERED OR NO MORE THA.J 10% OFF CENTER. DIG THE PLANTING PIT TWO TO THREE 171VES WIDER THAN THE S12E OF THE ROOTBALL AND AT THE SAME DEPTH AT WHICH THEY GREW IN THE NURSERY. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING PIT. PLACE PLANT IN PLAN17:?G PIT AND SET PLANTS VERTICAL WHEN MOVING PLANTS UFT FROM BENEATH THE ROOT BALL, DO NOT LIFT BY THE TRUNK AND DO NOT BREAK OR LOOSEN THE ROOTBALL. SET PLANTS ON SOLID, UNDISTUrBED SOIL, OR THOROUGHLY COMPACTED BACKFILL SOIL SO THE TOP OF THE ROOIBALL IS SLIGHTLY ABOVE FINISHED GRADE TO EXPOSE ROOTFLAIRS CN ALL B&B TREES TO PREVENT "STEM GIRDLING". CUT AND REMOTE ALL T..NE AROUPD THE TRUNK, PULL BURLAP AWAY FROM TRUNK SO THAT ND BURLAP REMAINS IN THE TOP THREE INCHES OF THE SOIL SURFACE. REMAINING BURLAP SHALL BE SLIT AT SIX INCH INTERVALS AROUND THE CIRCUMFERENCE OF THE ROOTBALL. BACKFILL PLANTING PIT WITH ORIGINAL SOIL HALFWAY TO THE TOP OF THE ROOTBALL, BREAK UP CLODS OF SOIL. IF SOILS ARE POOR (I.E.HEAVY CLAYS, SAND, OR COMPACTED), BACKFILL CAN BE A MIXTURE OF 1,3 SOIL AMENDMENT MIXED WITH 2/3 ORIGINAL SOIL. DO NO USE PEAT AS PART OF BACKFILL III CLAY SOILS. REMOVE ALL ROCKS AND DEBRIS FROM BACKFILL AND THEN WATER PLANT AND BACKFILLED AREA TO SETTLE PLANTS AND FILL VOIDS. REMOVE ALL IMRE BASKETS FROM THE TOP 1/2 OF THE ROOTB.r.LL AND CONTINUE BACKFILLING R04AINING PLANTING PIT WITH ORIGINAL SOIL. WATER THOROUGHLY A SECOND DME TO SETTLE PLANTS AND FILL VOIDS WITHIN TWO HOURS OF PLANTING. PLACE SPECIFIED MULCH WITHII: 48 HOURS OF THE SECOND WATERING. PROVIDE SUPPORT IF NECESSARY. PLANTING AREA DRAINTILE DET,;IL NOT TO SCALE PLANTING AREA i B" wIDE OF CRUSHED S;•mbol Planting Size CLEAN AGGREGATE 4" PVC DRAINDLE VATLH END DAYUGHTED AS TPENCH FOR DRAIN77LE INDICATED ON PLANS (F.EFER TO PLANS) - - PROVIDE A MYl. 2" NOTE. INCLUDE APPROVED RODENT GUARD AT DEPTH U:-IDER END OF PIPE ORAIN,4CE PIPE Endless Summer Hydrenrea,H;drargeo macrophyllo 'Endless Summer' 4" DIA. PLAY AREA HDPE PERFORATED DRAINTILE WITH FILTER FABRIC WRAP .AND EIJDS MECHAN.'CALLY CONNECTED - REFER TO PLAN_ FOR LOCATIONS. (1) Flame Amur Maple (2) American Linden 0 2-1/2" cal B&S a 2-1,'2" col D&B l`, , \5. / ' 4 :I •.v:• y - I (4") Perforated Dralntle i (6) Red Gnome Dogwood, 0 5-gd PottedLU (4) Endless Summer H-.dmn ea * 5 -gal Patted ' _�{J ^ <4. (9) Northam Charm 8-.adf] df. 0 • li Iii ® 5-9u1 Potted � (4) Hoopoll Blue EPruce ®6"BSB ^?5, •' 11 .h L (4") Perforated Drointle r s 1 y� (/�' yr (2) American Linden BLOCK C+ ; 1 (2) Red Gnome Da .+:tad ;ye%' 9 2-1,2- =al B8B ID $-gtl Pottrd i (1) Flame Amur Maple 0 O 0 1 n 2-1/2" =d & B i (16) Red Gnome, Dog-ocd p O C` O O 5-gd Patted '$ oU�o� `u X30° `' (3) Hanel Crlra App-. BI's S89°56'28"E 170.85 Rant Schedule Broadleaf Deciduous Quantity I Symbol Planting Size C-immon Nome Scientific Name 4 1 0 12" cal, B&B rrnerican Linden Tiiie americana 2 1 a 12-1/2" cal B&B Flame Amur Maple Acer ginela 'Flame Ornamental Deciduous Quantitl IS.mbel IPlanting Size Common Name I Scientific Name 3 1 QP 12-1/2" cal 8,26 IHoneCrisp Apple I Malus domestics 'Ho crisp' Conifer E- ergreen Quantity S;mbol Planting Size Common Neme 'Scientific Name 4 O 6' B&B Hoopsi Blue Spruce .Picea pungens 'Hoopsi Original 24 x 36 Shrub Quantity S;•mbol Planting Size Common Name !Scientific Name 30 5 -gal Potted Red Gnome Dogwood Cornus alba 'Re nzam' 9 5 -gal Potted Northern Charm Boxwoci Buxus "Nilcan' 4 5 -gal Potted Endless Summer Hydrenrea,H;drargeo macrophyllo 'Endless Summer' tlr w Scaly. P= 10' I w C o � Lm a LL r~ � t C IM •CL Z O V 13 IL O C O � 133 J x SHEET L1.0 PERMIT SET N ------------------------------- — —Lu — — -------- -----------..�' IS" TYP. �- I Poor i d 0 m OVERHANG: W> qq ' 4 6:12 I6/Q'' RIDGE I RIDGE RICclGE j / '/ / P I •+cc"e r `� O i i , I misui 'T- ],q• I I ^/ 16.12 I6/Y1 '---r .12 -'l, - r -i - ti _ Q O I LP.61tlk'APHNTVT aF FRONT ELEVATION 4 I bGALE: 1/6" . 1'-0' z Z YY Q L " O o '------------------------------------------------- f -- - - LI LL d � � Z T ROOF PLAN cA A-1 SCALE: 1/B" . I' -On W u - z z NOTE: ALL DOOR$ PRIMED WITH 00 PAINT GOATS q_I USING SHERWIN WILLIAMS DURATION LINE - SEMI GLOSS 1 fig' -0• g'-0•-0" y �6'q•�y g-0• S -O' y / \ oo _� SIDE ELEVATION` 3 LEFT ELEVATION FULL VIEW FLASH ��� HALF VIEW FLUSH lu1,' z NSULATEO INSULAT50 INSULATED INTERIOR INTERIOR 'd'_1 &GALE: 1/8" • 1'-0" STEEL DOOR STEEL DOOR STEEL �� STEEL DOOR STEEL DOOR lu WITH AbT}ZAf AL ti D -I D-2 D-3 D-4 D-5 �l J F- JU Lu — -� r X u �.P Pe.• — - "' �i T \ G �K . d z REAR ELEVATION HOLLOW METAL DDDR SCHEDULE A -I sGALE: 1/B" - 1' 0" 1-z A-1 N.T.S. "`` a` ti m 1 1 Z �+ i w "- DATE: �y Ma day. Septambar 15. t4 i/ -®mom DRAWN BT +1 MENC. PUW E eca E 0.150" • I'-011 a� : uwwcrP 6 VINYL lUfhlDOU15 SCHEDULE ------- I RIC ELEVATION A-1 N.T.S. '4-I SCALE: 1/0" - L-011 •�WNOLtlN141L TNRII vER aNDeR LaP PeR MANYr, REL1FITe OOMINIOIIe pIDD2 VOR W NEr FRES AREA- meraLL PER MANlF. REOIIpiEMENTa PIOAL ROOT ASaOIpLY aEE euu.omla eeC11eN vaa a' Mlu RoaF TRueaE� O�16N By OTNEgB I 12 RIDGE VENT DETAIL A -I 314A.RLdp epMoNIaNapMET4 PLAaHMb iNIEH® MdTAL rLAarRIGe "A' deT L�ewaTeROp HLOCKa16 II WALL AND ROOF CONNECTION A -I ExrEli•rION JAMB aNEEfFiOOK carNER eEAn ae Nom® VCNANNA AT WNOOW FRAME MTL WINot.Tu allaLayr AND 4.dLdNf AND HAOKE4 BAOKSI ROD ROP METAL FLABHRKi CW_NRE ttaRBLE GLL I" OVEWrdYi ONLT AT RGrOM ]OJ AND b9 YY1EI8 b NP_4D SNaa110001G aEaLnrr aEALAM AND euPt epacs ear eEALnap WdL.L ��• b MIL PoLY VAPOR MnCIaO@�T a0 HARRER slDlu3 Ma' 6TPeYM eoaRo aIR PdRRaR Fa�RIG 10 WINDOW SILL DETAIL A -I .. RFINauEO 1°K- nnPDER Da61°R 8Y DTIIP.Ra PIQlFaIW♦� NdRPI PLANK TTP LAP aolna PRetNlaNm DR!'cAl afALANT AT P9QmET33a sEaa.aNT AT PERIMETER INTERIOR btTERIOR PrnaaloR ITp-L pLwa- POPI. Ae eOalEDIlLED � EXTERIOR DOOR l-EE.4pE12 DETAIL �I �~METAL CORNER 6EAD- TTP. r+cnwoR wdLL. deer cenelar LaP alDlxo AIR HARRm3 La^ p[T. pTp eweannNrA ace WDoo anoe R -n rlee�aLaea INeuLaswN •rnL FroLr vaa•op eawama e e• arPevM eaAlm rppz FEME.NT 9Rm ®OAR? TYP AT ALL anoE avo ewr�°E PssRx FIBER -0 �� NUM®ER SIZE SWING DOOR TYPE LOCK SET CLOSER T7-IRESH i-IOLD AND SLIP IOL4 36"x80" OUT6IDE D -I YES 7E5 TES 1018 36"x80" OUTSIDE D� YES YES YES N74 ,.: �11�,1 36"x80" POCKET I 'aYANa OLLT91pE D-2 YES YES NO YES Na YES IOL 36"x80" INSIDE P-5 PRIVACT YES NG IOB 36"x80" INSIDE D-5 YES 7E5 NO 109 36°x80" OUT51pE p-5 PRIVACY YES NO IIO 72"x80" OUTSIDE D-3 7E5 YES YES eEnaT en. emlNp TTP. eQ aLEV FOR LOGATOX K Le• pap pEiWep° PLANKB ANO nRm, na0! OM4Y t � 1 WALL PLAN DErAIL A -I PERMIT SET N ------------------------------- — —Lu — — -------- -----------..�' IS" TYP. �- I Poor i d 0 m OVERHANG: W> qq ' 4 6:12 I6/Q'' RIDGE I RIDGE RICclGE j / '/ / P I •+cc"e r `� O i i , I misui 'T- ],q• I I ^/ 16.12 I6/Y1 '---r .12 -'l, - r -i - ti _ Q O I LP.61tlk'APHNTVT aF FRONT ELEVATION 4 I bGALE: 1/6" . 1'-0' z Z YY Q L " O o '------------------------------------------------- f -- - - LI LL d � � Z T ROOF PLAN cA A-1 SCALE: 1/B" . I' -On W u - z z NOTE: ALL DOOR$ PRIMED WITH 00 PAINT GOATS q_I USING SHERWIN WILLIAMS DURATION LINE - SEMI GLOSS 1 fig' -0• g'-0•-0" y �6'q•�y g-0• S -O' y / \ oo _� SIDE ELEVATION` 3 LEFT ELEVATION FULL VIEW FLASH ��� HALF VIEW FLUSH lu1,' z NSULATEO INSULAT50 INSULATED INTERIOR INTERIOR 'd'_1 &GALE: 1/8" • 1'-0" STEEL DOOR STEEL DOOR STEEL �� STEEL DOOR STEEL DOOR lu WITH AbT}ZAf AL ti D -I D-2 D-3 D-4 D-5 �l J F- JU Lu — -� r X u �.P Pe.• — - "' �i T \ G �K . d z REAR ELEVATION HOLLOW METAL DDDR SCHEDULE A -I sGALE: 1/B" - 1' 0" 1-z A-1 N.T.S. "`` a` ti m 1 1 Z �+ i w "- DATE: �y Ma day. Septambar 15. t4 i/ -®mom DRAWN BT +1 MENC. PUW E eca E 0.150" • I'-011 a� : uwwcrP 6 VINYL lUfhlDOU15 SCHEDULE ------- I RIC ELEVATION A-1 N.T.S. '4-I SCALE: 1/0" - L-011 •�WNOLtlN141L TNRII vER aNDeR LaP PeR MANYr, REL1FITe OOMINIOIIe pIDD2 VOR W NEr FRES AREA- meraLL PER MANlF. REOIIpiEMENTa PIOAL ROOT ASaOIpLY aEE euu.omla eeC11eN vaa a' Mlu RoaF TRueaE� O�16N By OTNEgB I 12 RIDGE VENT DETAIL A -I 314A.RLdp epMoNIaNapMET4 PLAaHMb iNIEH® MdTAL rLAarRIGe "A' deT L�ewaTeROp HLOCKa16 II WALL AND ROOF CONNECTION A -I ExrEli•rION JAMB aNEEfFiOOK carNER eEAn ae Nom® VCNANNA AT WNOOW FRAME MTL WINot.Tu allaLayr AND 4.dLdNf AND HAOKE4 BAOKSI ROD ROP METAL FLABHRKi CW_NRE ttaRBLE GLL I" OVEWrdYi ONLT AT RGrOM ]OJ AND b9 YY1EI8 b NP_4D SNaa110001G aEaLnrr aEALAM AND euPt epacs ear eEALnap WdL.L ��• b MIL PoLY VAPOR MnCIaO@�T a0 HARRER slDlu3 Ma' 6TPeYM eoaRo aIR PdRRaR Fa�RIG 10 WINDOW SILL DETAIL A -I .. RFINauEO 1°K- nnPDER Da61°R 8Y DTIIP.Ra PIQlFaIW♦� NdRPI PLANK TTP LAP aolna PRetNlaNm DR!'cAl afALANT AT P9QmET33a sEaa.aNT AT PERIMETER INTERIOR btTERIOR PrnaaloR ITp-L pLwa- POPI. Ae eOalEDIlLED � EXTERIOR DOOR l-EE.4pE12 DETAIL �I �~METAL CORNER 6EAD- TTP. r+cnwoR wdLL. deer cenelar LaP alDlxo AIR HARRm3 La^ p[T. pTp eweannNrA ace WDoo anoe R -n rlee�aLaea INeuLaswN •rnL FroLr vaa•op eawama e e• arPevM eaAlm rppz FEME.NT 9Rm ®OAR? TYP AT ALL anoE avo ewr�°E PssRx FIBER -0 �� NUM®ER SIZE SWING DOOR TYPE LOCK SET CLOSER T7-IRESH i-IOLD AND SLIP IOL4 36"x80" OUT6IDE D -I YES 7E5 TES 1018 36"x80" OUTSIDE D� YES YES YES N74 ,.: �11�,1 36"x80" POCKET I 'aYANa OLLT91pE D-2 YES YES NO YES Na YES IOL 36"x80" INSIDE P-5 PRIVACT YES NG IOB 36"x80" INSIDE D-5 YES 7E5 NO 109 36°x80" OUT51pE p-5 PRIVACY YES NO IIO 72"x80" OUTSIDE D-3 7E5 YES YES � 2 Ul-2 WIND011I PRODUCT• BILL MUM6ER SIS ANDERSEN TYPE WEIGHT QUANTITY I 36"xi4" 100 SERIES CASEMENT 9'-0° 10 2 34x60" 100 6ERIE5 CASEMENT 7'-0" 4 3 30"x48" 100 SERIES CASEMENT 3' WOOowOOo FINISH FLOOR �RvorceLnrG. � FINISH CEILING aW• PROMARK 200 SERIES KNOCK DOWN CEILING WHITE V a' HGT. 101 COMMERCIAL CARPET C. VINYL SASE 7 COATS EGG SHELL FINISH SW, PROMARK 700 SERIES 102 yrs onin�am .>N TYM I. DttERIOR WALL. IlcmoY"al Pber mrem SUIIQ 9'-0' NGT. onrern :.n "rx.. •�...r� m pim-r r m.. awnw SW. PROMARK 700 SERIES 103 y. vya e -w. w. ,y. a•.s. SW. PROMARK 700 SERIES KNOCK DOWN CEI WHITE TYPE I INTERIOR IYAl1 PARTTION wr.a ewa rw.nn„nwrane.r�y T� +e• w�exx W,al : rr«ra. w rwl. I 104 LL [�ml Ne "bi TYPE 9: WTERIOR W PARTITION KNOCK DOWN CEIJNG WHITE �'"oA SbN Pexwo. ¢"eEhafigl _ yr.neErra-N e.mvwc ooeea-c I.".vw" 7 COATS EGG SHELL FINISH • ..y amr fanrr.mauw,,aw.o�eaw�n:n _us.r naoaw��, �a�rx0o[aneF-tc(a" aen6,P.mvrr 1NRrb. v. 1lL080p N"W93 1p in 5 WALL AND ROOF TYPES A 3 N.T.B. ROOF ASSEMBLY. -MOF ROOF TRUSSES - 74' O.C. -1.7" OSB ROOF SHEATHING -15' FELT -ICE AND WATER AT VALLEY AND EAVES -CLASS 'A' ARCHITECTURAL SHINGLES -ROOF VENT 50% SAVE AND 50% ROOF -METAL ROOF EDGE AT ROOF PERIMETER �- ALUMINUM SOFFIT -12'x12" MIRAT£C COLUMN& 10" SASE AND 6" CAP COLUMN BASE: 20"x20" FRAMING -CAST STONE WRAP AND STONE SILL CAP (SEE SELECTIONS) -ADDRESS STONE (OPTIONAL) - CONCRETE FLOOR d WALL AND ROOF CONNECTION A-3 OVERWANG ASSEMBLY:- - 2X6 SUBFA6CIA -7x4 FRAMING - S" ALUMINUM FASCIA - AL1IMINUM VENTED SOFFIT WALL ASSEMBLY:- +VARDI PLANK LAP SIDING -TYVEK BUILDING PAPER £18" EXT. :HEATING -0X6 STUDS a 16 O.G. -R-19 BAtt INSULATION -EMIL POLY VAPOR BARRIER -bm" GTP. 15P CONCRETE SLAB: - 4" CONCRETE SLAB -& .'x6" REINF. MESH - S' POLY VAPOR II .6" SAND FILL - I" RIGID INSULATION AT PERIMETER - 7"x48' HORIZONTAL RIGID INSULATION WALL ASSEMSLY:- - 6' WIDE CMU CAP - b' CMU FOUNDATION WALL - 16' CONCRETE FOOTINGS WITH 518" REBAR - R-10 EXT.RIGID INSULATION - WATERPROOFING - IN7ERIOR DRAIN TILE - WAZHRD RIVER ROCK 6/12 ROOF PITCH C� SHEETROCK JAMB, N ALL 4 SIDE, PROVIDE'J' TRIM AT WINDOW FRAME AND CORNER BEAD AS NERDED / A-2 STORAGE ROOM - ROOM FINISH FLOOR FINISH WALLS FINISH CEILING aW• PROMARK 200 SERIES KNOCK DOWN CEILING WHITE V a' HGT. 101 COMMERCIAL CARPET C. VINYL SASE 7 COATS EGG SHELL FINISH SW, PROMARK 700 SERIES 102 COMMERCIAL CARPET C. VINYL BASE SW. PROMARK 700 SERIES KNOCK DOWN CEILING WHITE 9'-0' NGT. 2 COATS EGG 814ELL FINISH SW. PROMARK 700 SERIES 103 COMMERCIAL CARPET C. VINYL SASE SW. PROMARK 700 SERIES KNOCK DOWN CEI WHITE 9'-0' HGT. 7 COATS EGG 6HELL FINISH SW. PROMARK 700 BER1ES 104 COMMERCIAL CARPRT C. VINYL BASE SW. PROMARK 700 SERIES KNOCK DOWN CEIJNG WHITE V -d' NGT. 7 COATS EGG SHELL FINISH SW. PROMARK 700 SERIES 105 COMMERCIAL CARPET C. VINYL BASE SW, PROMARK 700 SERIES KNOCK DOWN CEILING WHITE V -O" HGT. 2 COATS EGG SHELL FINISH SW. PROMARK 700 SERIES 106 ONALIT' CONCRETE brie TREATED SASE SW. PROMARK 700 SERIES KNOCK DOWN CEILING WHITE HGT. 7 COATS EGG 61-I111ILL FINISH 8W. PROMARK 200 SERIES. .DT CERAMIC TILE CERAMIC TILE VINYL WALL PAPER KNOCK DOWN CEILING WHITE 9'-0" HGT. SELECTION BY OWNERS SW. PROMARK 700 SERIES 108 SEALED CONCRETE1x6 PROMARK 700 SERIES KNOCK DOWN CEILING WHITE I2'-0" NGT. TREATED BASE 7 COATS EGG SHELL FINISH SW. PROMARK 200 SERIES 109 SEALED CONCRm616 SUI. PROMARK 700 SERIES KNOCK DOWN CEILING WHITE 9'-0" HGT. TREATED BASE 2 COATS EGG 614ELL FINISH 6W. PROMARK 700 6ERIE6 110 SEALED CONCRETE SW. PROMARK 700 SERIES KNOCK DOWN CEILING WHITE 9'-0' HGT. UW TREATED BASK 2 COATS EGG SHELL FINISH SW, PROMARK 700 eRRIRS 3 ROOM SCHEDULE ,li-3 N.T.S. ® DOOR TYPE SEE DOOR 6CHRPULR 0 MECH. ROOM �. PERMIT SET a iT 0 N m j Q n m IC 6/12 PITCH 'Ut 0.4 LL � Z cp z 81.18PENDED CEILNG• _ 10 Q A-1 J O O INrt=RIOR SIM lil � LL � WINDOW _ _-� Z WOOD FRAME _ z LAMINATE Q 10 6} COUNTER in �Z io WAITING a BUILDINC, SECTION "A" A 3 SCALE: 1/4" - V-0" A -I A-2 12 5 � - - - A2 `y y d BLOWN -IN INS TION ----_ � MECHANICAL DOOR TYPE WALL SEE DOOR OPENNNG SCHEDULE MECHANICAL As_ I I )ml 74!-011 O r� •'•.t .:.T:•-.•. TRUSS BE4RING ELN. 12'-0" s BUILDING SECTION "A" A-3 SCALE: 1/4" - V -O" TRUSS BEARING OIQA"N BY: C. DUOUE acr�E: 0.150' • I'-0' A-3 F"- 1"-2" WASHED ROCK BOCK CONSTROCTION ENTRANCE EXTEND WIRE H� INTO TRENCH SUPPORT POST ANCHORAGE IN-SITU SOL � � Y ME S NDl�k MIN. 1) WIRE MESH ISNOT REQUIRED. 2T CONTRACTOR IS RELPONSIBLE FOR REMOVAL OF ALL EROSION CONTROL MATERIALS FOLLOWING TURF ESTABLISHMENT. EROSION CONTROL PACE NOT TO SCALE IB•� 5 W LINE 8'J CURB CUT 4' 4' CONCRETE (,%UZ) 4" CLASS S AGGREGATE BASE CONCRETE SPILLWAY TYPICAL SECTION VARIES SEE PLAN WW CONCRETE SPILLWAY RIPRAP (CL III) GEOTEXTILE FILTER FABRIC CONCRETE SPIIIWAT W/ RIP -RAP NOT TO SCALE TOR PLATE Dw 1Q CENTER OF FILTER ASSEMBLY FLOW © - TOP OF CURB BOX FILTER ASSEMBLY 1 HIGH-FLOW FABRIC /—NEENAH 11-30151-1�i� MIRAFl FF701 WIMCO INLET PROTECTION NOT TO SCALE . .3 - 1.5- WEAR - 2.360 1AEAR COURSECTION B 45030B) ORDNARY COMPACTION METHOD - TACH COAT, MNOOT 2357 2' BASE - 2360 NON -WEAR COURSE MIXTURE B (LVNw3503OB) ORDINARY COMPACTION METHOD - 6' AGC. BASE, CL 5 OR CL 6 MND07 3136 SPECIFIED DENSITY COMPACTION METHOD APPROVED GRANULAR SUBBASE AS DETERMINED BY GEOTECHNICAL ENGINEER PAVING SHALL CONFORM TO THE LATEST EDITION OF MNDOT•S STANDARD SPECIFlCATONS FOR CONSTRUCTION AND THE CITY'S STANDARDS FOR STREET AND UTILITY CONSTRUCTION. GEOTECHINCAL ENGINEER TO RENEW CN -SITE SOILS AND PAVEMENT SECTION PRIOR TO ANY INSTALLATIONS. PROPOSED BITUMINOUS NOT TO SCALE A. I I 1/2"R 3,R 1/2'R 3/4"/FL .I e' la• NOTE FOR MECHANICALLY LAID CURB, SHOE MAY BE TILTED. 1612 CONCRETE CURB AND GUTTER NOT TO SCALE 1/2-R I I s,R NOTE: FOR MECHANICALLY WD CURB• SHOE MAY BE 10ED. 6612 CONCRETE CURB ANN GUTTER NPan NOT TO SCALE 1/2-R 1/2- 2% ^I • +•. • PAVEMENT Fes-- 24.. I CONCRETE RIBBON CURB NOT TO SCALE DRAWN BY: DESIGN BY: C.M. C.W.P. CHCKD BY:PROD. NO, C.W.P. 141502 ORKNNAL DATE: 2 4 a W� N . o O � PREPARED FOR SIDUTHWIND BUILDERS. INC. :1 ? a. SITE PLANNNO ,'ENGINEERING PLQWE EMNEERRIR, RIC. 6776 LAKE DRIVE SUITE 110 41'10 LANES. MN 55014 PHONE: (661)361A2' 10 FAX: (6611361.8701 DETAILS Z HUGO FOOD SHELF NOT TOSCALE 2' x 2' WOW OR STEEL POST 7'-7' O.C. WIRE MESH REINFORCEMENT, STD, FIELD FENCE MIN. 30' HIGH, MAX. MESH SPACING OF 6' AND MIN. 14-1/2" GAUGE RARE IS OPTIONAL GEOTEf(TLE FILTER FABRIC - i OVERLAP 6' AND FASTEN AT 2' INTERVALS. LAY FABRIC IN TRENCH. • FABRIC ANCHORAGE TRENCH, BKFILL TRENCH NTH TAMPED NAACTURAL SOL OF R10IOFF .�i I�� EXTEND WIRE H� INTO TRENCH SUPPORT POST ANCHORAGE IN-SITU SOL � � Y ME S NDl�k MIN. 1) WIRE MESH ISNOT REQUIRED. 2T CONTRACTOR IS RELPONSIBLE FOR REMOVAL OF ALL EROSION CONTROL MATERIALS FOLLOWING TURF ESTABLISHMENT. EROSION CONTROL PACE NOT TO SCALE IB•� 5 W LINE 8'J CURB CUT 4' 4' CONCRETE (,%UZ) 4" CLASS S AGGREGATE BASE CONCRETE SPILLWAY TYPICAL SECTION VARIES SEE PLAN WW CONCRETE SPILLWAY RIPRAP (CL III) GEOTEXTILE FILTER FABRIC CONCRETE SPIIIWAT W/ RIP -RAP NOT TO SCALE TOR PLATE Dw 1Q CENTER OF FILTER ASSEMBLY FLOW © - TOP OF CURB BOX FILTER ASSEMBLY 1 HIGH-FLOW FABRIC /—NEENAH 11-30151-1�i� MIRAFl FF701 WIMCO INLET PROTECTION NOT TO SCALE . .3 - 1.5- WEAR - 2.360 1AEAR COURSECTION B 45030B) ORDNARY COMPACTION METHOD - TACH COAT, MNOOT 2357 2' BASE - 2360 NON -WEAR COURSE MIXTURE B (LVNw3503OB) ORDINARY COMPACTION METHOD - 6' AGC. BASE, CL 5 OR CL 6 MND07 3136 SPECIFIED DENSITY COMPACTION METHOD APPROVED GRANULAR SUBBASE AS DETERMINED BY GEOTECHNICAL ENGINEER PAVING SHALL CONFORM TO THE LATEST EDITION OF MNDOT•S STANDARD SPECIFlCATONS FOR CONSTRUCTION AND THE CITY'S STANDARDS FOR STREET AND UTILITY CONSTRUCTION. GEOTECHINCAL ENGINEER TO RENEW CN -SITE SOILS AND PAVEMENT SECTION PRIOR TO ANY INSTALLATIONS. PROPOSED BITUMINOUS NOT TO SCALE A. I I 1/2"R 3,R 1/2'R 3/4"/FL .I e' la• NOTE FOR MECHANICALLY LAID CURB, SHOE MAY BE TILTED. 1612 CONCRETE CURB AND GUTTER NOT TO SCALE 1/2-R I I s,R NOTE: FOR MECHANICALLY WD CURB• SHOE MAY BE 10ED. 6612 CONCRETE CURB ANN GUTTER NPan NOT TO SCALE 1/2-R 1/2- 2% ^I • +•. • PAVEMENT Fes-- 24.. I CONCRETE RIBBON CURB NOT TO SCALE DRAWN BY: DESIGN BY: C.M. C.W.P. CHCKD BY:PROD. NO, C.W.P. 141502 ORKNNAL DATE: 2 4 a W� N . o O � PREPARED FOR SIDUTHWIND BUILDERS. INC. :1 ? a. SITE PLANNNO ,'ENGINEERING PLQWE EMNEERRIR, RIC. 6776 LAKE DRIVE SUITE 110 41'10 LANES. MN 55014 PHONE: (661)361A2' 10 FAX: (6611361.8701 DETAILS Z HUGO FOOD SHELF a.rWur M:•nLee cLJ•+ . , •' aensxunaNs�®x uw � exenor yen �. i¢ f✓ M.f Pl,e,e4L00 wxrwcus AAi cert e.sFFLro . u• !aD Ar wnOe- ro ee roe,atlm e0 ,uaT W m�we�ve�Pw"rs b a.NaLLr e'Jc�'ve"ra „e ,"PPue+ M ocrcenR ewsar"x"a Re 6 �'G�1LA�IOH 5 ROOF AND WALL DETAIL A-2 e .AxeioN Brom PIeGVGE o,PAueioa TePe,ARgE 6r.Nf�C4lRY ,RN htl xeOm IeOlAT6 tE Mlle eiCx [vwe-, YJLLe• ow N RGOR � n� r JuiNm Ar rue P OYee •WL•Tb. J• rnveV, fatrL•�,R e{Ip M e,le:CTYT ,c P�,e,wMa R4 d 5 d J r� P4rnxnau COMFOL JOM,e �-"�"N,! "eA,Oe9e WweA�arM.wiro.wa„v<aP �M1xeLe•x.,eP.¢ r,¢ a�.•e oGa,x .wn Ar b Gr J a sr. IN1GwvAlA �� nAtt4e eF �4V0 MLd1 Ti4.Y8. :=T. e solo uo rv� a awaawic N.LfOFA -ea,! eo0s I,P�iwP mnPJcin" - �NfJK1fJLGRt 1NG GOA 4 �AQGAG KM1AY�EQNQG ^pe"iP'( GQY-Je,le" eNo eaL lR16,11ert CONCRETE St -AFS DETAIL / NOTES A-2 COVERING xM.o� PwNw;oro" •.Mon. wP. a"rA,xen y.G anme�. ro• a.e. ww -Arr Taur�iox r ,xGwno ear�,c eeuunax mm, aye• O�TNe, eaJ„o 1e' Yx•e' „eaero ewGMC eWiYB,ION nrP1 STORAGE/ _ _ r Pca,m taNCPLIG eua TJe„[SA ro wr,"penM, euA Al611LL POLK,N'LGR GONLwG,E wJ,e" VY oiAnGTGw ANGbW ebLte e0"as ,w,wewAwwiee eP.nPe Tbx. �� Ycuu••, w01 331 2X6/8IDING WALL - SLAB ON GRADE A-2 m �Ta„ At® pwo,Fc,bN NNY4 are ,wren eoTran PLa,e MffAC 1eO0! 1'J' am MJXMUN xGA6pnAL 'T — vY Y b' Auc"ors eGLT i'd' es. • an ixeGLenOkALE J" h"L I tl° MA, MOM @iD! Of � e aN = recu eu� ru*e meaa�,a . r.• m....srrrx ue".e rc" we+ euerw nen ul•LL nwtmi ow r GRAS ISAR TOILET �- M—Tea ae woTnr� mw cA81NC+ I Y—t I �uwm ne 2 CONTINUOUS FOOTING DETAIL A-2 PROTECT WASTE PER "ADA" LAMINATE l07 LI =3m LL 4 z „ VINYL WALL PAINTEPaGK PERMIT SET 9 a 3'- TILTED MIRROR COVERING STORAGE/ I i BUMF' ONSUL m n p ALUMINUM FRAME 1'-0" I' O" 3'-6" m 1=UTURE SHELVING SINK �i 3 „ CsRA13 I "0 PER 8AR "ADA' j - �m FIXED WINDOW WOOD FRAME AND a 3 � GRAS ISAR TOILET PAPER cA81NC+ ¢ n = 2 los PROTECT WASTE PER "ADA" LAMINATE PIPES PER "ADA" _ TOILETCOUNTERNESK F1 IREQUIREMENTS � ° MOP 4 1O8 Room 4 4 ' U m X z m r= F in 12" BASE CAVINET lu - m ELEVATION "A" ELEVATION 1113" Q Fol ACCESSJeLE BATHROOM ELEVATIONS -2 RECEPTION ELEVATION - ROOM IOb (L A SCALE: 1/4 - 1'-0' I 9- SCALE: 1/4 I'-0 101 Gn n Q idO 3 O IFURN. lUH Z �z _�___ _ __ _ _ ____ — — — co T � �WAITINCs^ 4,41 _ 6,_2„ 11 6,_2„ 6'-26'-211 5,_Oe 11-�„ 41_0" -f ® 0' O O O O I O O I I I 4-41 I 34 50'-0" RECAP: 4pze� 5 REFRIGERATORS - 60 LINEAL FT. OF $DELVING W X S' CONCRETE PAP S,-411 3'-3" 3,.011 n FOOD SHELF FLOOR PLAN J 6CALE: 1/4„ - 1'-0" z� /W ¢ O Q A -I O Q U_ t- TW i +� 2 1 'cd W �t JNA O. of DATE - ciao, 8-p4Wnt-r 15, 2 W nxe By. c, DucTUE A-2 LI =3m LL 4 z W wz 4 STORAGE/ I i BUMF' ONSUL —� 11- O O O I O O I I I 4-41 I 34 50'-0" RECAP: 4pze� 5 REFRIGERATORS - 60 LINEAL FT. OF $DELVING W X S' CONCRETE PAP S,-411 3'-3" 3,.011 n FOOD SHELF FLOOR PLAN J 6CALE: 1/4„ - 1'-0" z� /W ¢ O Q A -I O Q U_ t- TW i +� 2 1 'cd W �t JNA O. of DATE - ciao, 8-p4Wnt-r 15, 2 W nxe By. c, DucTUE A-2 STORAGE/ I i BUMF' ONSUL —� KIDS I 1=UTURE SHELVING PELECT.ANEL = ROOM AREA SWOPPING AREA 10,4 2 los MOP 4 1O8 Room 15sv A I I SEALED CONCRETESINK 109 4 � - m I g'�j OJ �'�" 8-0 Fol I 9- IOl 101 Gn n Q 2 3 O IFURN. lUH _�___ _ __ _ _ ____ — — — co T � �WAITINCs^ REGsPTlo AREA El F -f ® 0' t--2-]24 LINEAL FEET OF SI-ELvNG =09D SHELVES lAREA CARPET T METAL a14ELVINCSFALEv GONR TE CONCRETE 1I II O T UNITS d TRAFIc 2 ENTRY O DIRECTION V �, _ 101 I _ 24 LINEAL FEET OF &4ELVING Im Iola '� CARPET I I n 106 a a WEIGHING LLO VA TABLE TABLE WN 24 LINEAL FEET OF 6NE PING I SINK TABLE BY O ETEb'-0" 24'-4" 2 O Q OTHERS TRAFIc erRECTION no��L OWERI RECEIVING — Flt RE AREA I METAL SHELVING UNITS SEALED-131CONCRETE {Q REF REF RE12 P LINOAL 9MT OF iZEF V EPI bTOIZAGE I 110 en - Q ®®814ELYING ® O O O I O O I I I 4-41 I 34 50'-0" RECAP: 4pze� 5 REFRIGERATORS - 60 LINEAL FT. OF $DELVING W X S' CONCRETE PAP S,-411 3'-3" 3,.011 n FOOD SHELF FLOOR PLAN J 6CALE: 1/4„ - 1'-0" z� /W ¢ O Q A -I O Q U_ t- TW i +� 2 1 'cd W �t JNA O. of DATE - ciao, 8-p4Wnt-r 15, 2 W nxe By. c, DucTUE A-2