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HomeMy WebLinkAboutResolution 7235IIIIIIIIIIIIIIVIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILAND TYPE Abstract (A) DOC NUM 11067320 Certified, filed and/or recorded on Jan 12, 2022 1:53 PM Office of the County Recorder Hennepin County, Minnesota Amber Bougie, County Recorder Mark Chapin, County Auditor and Treasurer Deputy 138 Pkg ID 2385776E Document Recording Fee $46.00 Document Total $46.00 This cover sheet is now a permanent part of the recorded document. p CITY OF ORONO RESOLUTION OF THE CITY COUNCIL tie �� NO. 7235 l"IkESHO A RESOLUTION APPROVING A CONDITIONAL USE PERMIT PURSUANT TO MUNICIPAL ZONING CODE SECTIONS 78-348 & 78-916 FILE NO. LA21-000070 WHEREAS, on August 16, 2021, Terrie DeBaker, Metropolitan Council (hereinafter the"Applicant"), on behalf of the owner, applied for a conditional use permit (hereinafter the"CUP") pursuant to Orono City Code for the properties addressed 3447 Crystal Bay Road legally described as: That part of Lot 3, Block 1, Wiley's Park, Lake Minnetonka, lying Southerly of a line drawn from a point on the Easterly line of said Lot 3, distant 35 feet Northerly of the Southeast corner of said Lot 3, through a point on the Westerly line of said Lot 3 distant 73 feet northerly of the Southwest corner of said Lot 3; and that part of Lot 4, said Block 1, Wiley's Park, Lake Minnetonka, lying Southerly of a line drawn from a point on the Easterly line of said Lot 4 distant 83 feet Northerly of the Southeast corner of said Lot 4, through a point on the Westerly line of said Lot 4 distant 113.5 feet Northerly of the Southwest corner of said Lot 4, Hennepin County, Minnesota. (hereinafter collectively the "Property"); WHEREAS, property is located in the LR-1 C zoning district which permits public service structures as a conditional use. WHEREAS, the Applicant has made application to the City of Orono for a CUP pursuant to Orono Municipal Zoning Code Sections 78-348 and 78-916 to allow the construction of a building for a lift station WHEREAS, on November 15, 2021, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon; and WHEREAS, on November 15, 2021, the Planning Commission recommended approval of the CUP; and WHEREAS, on December 6, 2021, the City Council reviewed the application and the recommendations of the Planning Commission and City staff; and BOAT CITY OF ORONO RESOLUTION OF THE CITY COUNCIL ti� NO. 723 5 t`lkESHO NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota hereby approves the requested CUP as described above based on one or more of the following findings of fact concerning the Property: FINDINGS OF FACT: 1. This application was reviewed as Zoning File#LA21-000070. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above mentioned meetings, and any and all other materials distributed at these meetings are hereby incorporated by reference. 2. The Property is located in the LR-1C One Family Lakeshore Residential Zoning District. 3. The Property contains approximately 0.22 acres in area; 4. Applicant has applied for a CUP in order to conduct the proposed improvements. 5. In considering this application for CUP, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed CUP upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. CONDITIONAL USE PERMIT ANALYSIS: The Council may grant a Conditional Use Permit (CUP) on the basis of the application and the evidence submitted, the city finds that the proposed use at the proposed location is or will be: 1) Consistent with the community management plan; Utility improvements such as lift stations are consistent with the community management plan. 2) Compliant with the zoning code, including any conditions imposed on specific uses as required by article V, division 3 of the City Code; The proposed improvements are consistent with the City Code; this criterion is met. 3) Adequately served by police, fire, roads, and stormwater management; This criterion is met. The applicant proposes removing the existing list station located in the right-of way and place it in a conforming location within the property boundaries. 4) Provided with an adequate water supply and sewage disposal system; This is a utility improvement intended to service the existing sewer infrastructure. This criteria is met. 5) Not expected to generate excessive demand for public services at public cost; This criterion is met. 2 -,c,L_OATp CITY OF ORONO RESOLUTION OF THE CITY COUNCIL y NO. 7235 4. F G -,kfSHov- 6) Compatible with the surrounding area as the area is used both presently and as it is planned to be used in the future; The proposed building is designed to be compatible with the surrounding neighborhood including using a brick exterior and a gabled roof similar to the neighboring homes. This criteria is met. 7) Consistent with the character of the surrounding area, unless a change of character is called for in the community management plan; Currently there is a small utility infrastructure located within the abutting right of way. Due to the required improvements for the existing sewer infrastructure a new lift station is required and being proposed to be moved within the property boundaries. This improvement is consistent with the character of the surrounding area. 8) Compatible with the character of buildings and site improvements in the surrounding area, unless a change of character is called for in the community management plan; The site is currently vacate with the existing improvement located in the abutting right- of-way. The site improvements are compatible with the surrounding area. This criteria is met. 9) Not expected to substantially impair the use and enjoyment of the property in the area or have a materially adverse impact on the property values in the area when compared to the impairment or impact of generally permitted uses; The proposed facilities are designed to improve or lessen impact to adjacent properties by enclosing the utilities in a building and moving them out of the right-of-way to mitigating any negative impacts. 10) Provided with screening and buffering adequate to mitigate undesirable views and activities likely to disturb surrounding uses; The proposed facilities are designed to improve or lessen impact to adjacent properties by mitigating any negative impacts. The lot is currently vacate and heavily wooded. 11)Not create a nuisance which generates smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, general unsightliness, or other means; The applicant has stated this to be true with the design of the project to include safety entry gate and unobtrusive external features. 12) Not cause excessive non-residential traffic on residential streets, parking needs that cause a demonstrable inconvenience to adjoining properties, traffic congestion, or unsafe access; The proposed project will remove existing parking and truck access from the right- of- way and allow service trucks to access the building on site. 13) Designed to take into account the natural, scenic, and historic features of the area and to minimize environmental impact; This condition is met. 14)All exterior lighting shall be so directed so as not to cast glare toward or onto the public right-of-way or neighboring residential uses or districts; All exterior lighting is shown mounted on the building and under the rood eaves to limit glare to the neighbors. and 15) Not detrimental to the public health, public safety, or general welfare. This condition is met. 3 BOAT CITY OF ORONO RESOLUTION OF THE CITY COUNCIL y NO. 7235 F t'l'QsHO CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants a conditional use permit pursuant to Orono Municipal Zoning Code Sections 78-348 and 78-916 to allow the construction of a building to house a lift station and infrastructure to service the utilities, subject to the following conditions: 1. Council approval is based on the entire record, above Findings. 2. The approved project shall conform to the site plan and building plans submitted by the Applicants and annotated by City staff, attached to this Resolution as Exhibit A. 3. The Applicant shall comply with the permitting requirements of the Minnehaha Creek Watershed District. 4. Any amendments to the plans which are not in conformity with City codes may require further Planning Commission and City Council review. 5. Authorities granted by this resolution run with the Property not with the Applicant, but are permissive only and must be exercised by obtaining a building permit for the new construction and commencing construction of said project. A building permit must be obtained within one year of the date of Council approval. Staff has granted an additional 1 year extension, the approvals will expire on that date (December 6, 2023). 6. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. ADOPTED by the Orono City Council on this 6th day of December, 2021. ATTEST: CITY OF ORONO: 1 1 fee / i Anna Carlson, City Clerk Dennis Walsh, Mayor 4 M O O O N O D U U) H W W 2 U) U) H Z LU w 0 ry d CD J 06 J U) W U 75 M Q 00 rn N LF? O co 0 o N 0.) N C O r V (--4 o H Lw W O J a N c0 0 v N OCN 0 w LL 0 O 73 MCES L46 & L49 Improvements Lift Stations Orono, Minnesota Schematic Design Phase 2021.02.05 C--�R-BPS Copyright © 2021 CR -BPS k West Site Elevation Longitudinal Section MCES L46 & L49 Improvements I Schematic Design 1 2021.02.05 Copyright © 2021 CR -BPS C--�R-BPS N O ww IL MCES L46 & L49 Improvements I Schematic Design 1 2021.02.05 Copyright © 2021 CR -BPS Aerial Perspective C -'R -BPS FLOOR Ai W/ FA PREVE GENERAL NOTES: 1. GENERAL NOTES TO BE FILLED IN PER SHEET. CCESS DOOR THROUGH 2. -ION GATE 3 KEYNOTES: 1. KEYNOTES TO BE FILLED IN PER SHEET 2. =INISHED METAL DO ONC SPLASH BLOCH 7 MAIN LEVEL PLAN 2 HORIZONTAL SECTION CUT 1/2" = 1'-0" A1.2 A1.1 3/8" = 1'-0" 48" SHELF ABOVE 6 A1.2 NG HOOK ABOVE GRAB BARS (3) ISHED METAL DOWP IC SPLASH BLOCK I DESIGNED Designer I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. g p LTO N & M E N K PROJECT 802831 MCES L46 & L49 IMPROVEMENTS DRAWN Author SIGNATURE: FILE NAME A1.1 TYPED OR PRINTED NAME: 2638 SHADOW LANE, SUITE L49 MAIN LEVEL PLAN NO DATE BY REMARKS NO DATE BY REMARKS CHECKED CHASKA, MINNESOTA 55318 REVISIONS REVISIONS Checker DATE REG NO (952) 448-8838 OF N PREFIN MET RAIN GUTTER W/ DOWNSPOUT EXT ELEV NORTH 3/16" = 1'-0" EXT WALL PACK LIGHT SEE ELEC 21 - 011 PREFINISHED MET VENTED SOFFIT PANELS PREFINISHED ALUM LOUVER W/ REMOVABLE SCREEN \/GAIT-r"rjrl%l If-" r3f-A 17 - (-6 EXT ELEV EAST A1.2 3/16" = 1'-0" PREFINISHED N RAIN GUTTER V DOWNSPOUT PREFIN MET VE SOFFIT PANEL VENT THROUGH ROOF nREFIN MET 'INTED SOFFIT- 'ANELS EXT ELEV SOUTH 3/16" = 1'-0" ROOM FINISH SCHEDULE NO NAME FLOORS MATL FINISH BASE MATL WALLS CEILINGS FINISH HEIGHT NORTH MATL NORTH FINISH EAST MATL EAST FINISH SOUTH MATL SOUTH FINISH WEST MATL WEST FINISH 001 DRY VAULT CONC - CONC CONC - CONC - CONC - CONIC - - 10' - 10" 002 WET VAULT CONC - CONC CONC - CONC - CONC - CONC - - 19' - 2" 101 CONTROL ROOM CONC SEALED CMU CMU PAINT CMU PAINT CMU PAINT CMU PAINT PAINT 10'- 0" 102 TOILET CONC SEALED CMU CMU PAINT CMU PAINT CMU PAINT CMU PAINT PAINT 10'- 0" DOOR AND FRAME SCHEDULE GROUT SOLID NO DOOR FRAME FIRE RATING HARDWARE GROUP NOTES SIZE MATL TYPE GLAZ MATL TYPE DETAIL WIDTH HEIGHT THICKNESS HEAD JAMB SILL 101 T-0" 7'-0" 1 3/4" HM A - HM 1 - LOUVER IN TRANSOM; INISULATED DOOR 102 3'- 0" 7'- 0" 1 3/4" HM B - HM 2 O - INT ELEV NORTH A1.2 % 3/8" = 1'-0" PAINTED PAINTED CMU 'REFIN MET ;AIN GUTTER V/ DOWNSPOU- VENT THROUGH ROOF EXT WALL PACK LIGHT SEE ELEC PREFIN MET RAIN GUTTER W/ DOWNSPOUT 8 EXT ELEV WEST A1.2 3/16" = 1'-0" 211 31-011 1-011 211 PREFIN MET VENTED SOFFITT PANELS 1 2 � DOOR FRAME TYPES 2 INT ELEV EAST A1.2 3/8" = 1'-011 1/2" = 1'-0" 30" x 48" SHELF INT ELEV SOUTH 3/8" = 1'-0" PAINTED CMU KEYNOTE LEGEND 00001 GROUT SOLID 00002 INSULATED HM FLUSH PANEL WELDED 00003 HM FLUSH PANEL WELDED 00004 PRIMED READY TO PAINT 3'-0" 3'-0" 18" x 30" MIRROR SOAP DISPENSER 6"- 4 A1.2 A B DOOR TYPES 1/2" = 1'-0" CLOTHES HOOK INT ELEV WEST 3/8" = 1'-0" DESIGNED Designer I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. g p LTO N & M E N K PROJECT 802831 MCES L46 & L49 IMPROVEMENTS DRAWN Author SIGNATURE: 2638 SHADOWOOLANE, SUITE FILE NAME INTERIOR & EXTERIOR ELEVATIONS A1.2 O o 1 NO DATE BY REMARKS NO DATE BY REMARKS CHECKED TYPED OR PRINTED NAME: CLOTHES HOOK INT ELEV WEST 3/8" = 1'-0" DESIGNED Designer I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. g p LTO N & M E N K PROJECT 802831 MCES L46 & L49 IMPROVEMENTS DRAWN Author SIGNATURE: 2638 SHADOWOOLANE, SUITE FILE NAME INTERIOR & EXTERIOR ELEVATIONS A1.2 NO DATE BY REMARKS NO DATE BY REMARKS CHECKED TYPED OR PRINTED NAME: HA KA, MINNESOTA 55318 REVISIONS REVISIONS Checker DATE REG NO (952) 448-8838 OF Roof - - 953'- 0" T .O.WALL48' - 0" LO.S. - 8' - 0" T.O. F. 926' - 0" 918' - - - 918'-0" 0 NO I DATE BY I REMARKS NO DATE BY I REMARKS CHECKED REVISIONS REVISIONS Checker DATE REG NO T.O.S. 938'- 0" T.O.S� 918'-0" PROJECT B O LTO N 802831 & M ENK FILE NAME 2638 SHADOW LANE, SUITE 200 CHASKA, MINNESOTA 55318 (952) 448-8838 MCES L46 & L49 IMPROVEMENTS BUILDING SECTIONS A1.3 d r DESIGNED Designer I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: TYPED OR PRINTED NAME DRAWN Author NO I DATE BY I REMARKS NO DATE BY I REMARKS CHECKED REVISIONS REVISIONS Checker DATE REG NO T.O.S. 938'- 0" T.O.S� 918'-0" PROJECT B O LTO N 802831 & M ENK FILE NAME 2638 SHADOW LANE, SUITE 200 CHASKA, MINNESOTA 55318 (952) 448-8838 MCES L46 & L49 IMPROVEMENTS BUILDING SECTIONS A1.3 ti ROOf � 953' - 0" � T.O.WAL_L 948' - 0" � T.O.S. _ 938'- 0" � T.O.F. _ 926'- 0" 1 SECTION 1 A1.4 1/2" = 1'-0" ALL �T.O - 0-11 948' 0" 0: T.O.S. _ 938' - 0" N T.O.F. _ 926' - 0" 0 0 2 I 2 SECTION 3 A1.4 1/2" = 1'-0" DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. g p LTO N PROJECT Designer & M E N K 802831 MCES L46 & L49 IMPROVEMENTS DRAWN Author SIGNATURE: 2638 SHADOW LANE, SUITE FILE NAME BUILDING SECTIONS A1.4 NO DATE BY REMARKS NO DATE BY REMARKS CHECKED TYPED OR PRINTED NAME: CHASKA, MINNESOTA 55318 REVISIONS REVISIONS Checker DATE REG NO (952) 448-8838 OF u LAP 20'-0" 1'-4" LAP 1 PRECA A1.5 1/2" = 1'-0" 7 41.2 ST FRAMING P LAN PRE -FABRICATE ROOF TRUSSE @ 24" OC MA; TY LINTEL SCHEDULE MARK LINTEL SPAN L1 8" BOND BEAM W/ (1) - #5 31-411 L2 8" BOND BEAM W/ (2) - #5F 31-411 ROOF FRAMING PLAN 1/2" = 1'-0" 1.) ____________________ DESIGNED Designer I g p LTO N (D M E N K PROJECT 802831 MCES L46 & L49 IMPROVEMENTS I I I I J 1 I 4< A1.2 2 DRAWN Author I I 3 FILE NAME Al .5 I I IleI z Q � I I 2638 SHADOWOOLANE, SUITE U z- O I I L— - - - - - - - - - - I NO Q w — — — — — — — — — — — — — — DATE BY REMARKS CHECKED TYPED OR PRINTED NAME: CHASKA, MINNESOTA 55318 00 REVISIONS REVISIONS Checker I (952) 448-8838 OF 1 PRECA A1.5 1/2" = 1'-0" 7 41.2 ST FRAMING P LAN PRE -FABRICATE ROOF TRUSSE @ 24" OC MA; TY LINTEL SCHEDULE MARK LINTEL SPAN L1 8" BOND BEAM W/ (1) - #5 31-411 L2 8" BOND BEAM W/ (2) - #5F 31-411 ROOF FRAMING PLAN 1/2" = 1'-0" 1.) DESIGNED Designer I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. g p LTO N (D M E N K PROJECT 802831 MCES L46 & L49 IMPROVEMENTS DRAWN Author SIGNATURE: FILE NAME Al .5 2638 SHADOWOOLANE, SUITE FRAMING P LAN NO DATE BY REMARKS NO DATE BY REMARKS CHECKED TYPED OR PRINTED NAME: CHASKA, MINNESOTA 55318 REVISIONS REVISIONS Checker DATE REG NO (952) 448-8838 OF CD c� CD N CD c� 114" DIA CONC SLAB #5 @ 6" OC, EW, T&B (2) DIAG #5 BAR EA CORNER (1) SUPPL #5 BAR EA SIDE OF OPENING ACCESS HATCH OPENING 1 TOP SLAB REINFORCEMENT 1/2" = 1'-0" O o M OPENING OR SLEEVE (1) - #5 EA FACE TYP 4 CORNERS 2 - #5 EA FACE TYP 4 SIDES UNO NOTE: REINFORCING AT RECTANGULAR OPENING IS SIMILAR 5� PENETRATION REINFORCMENT CONCRETE WALL WIRE WATERSTOP • • SECURELY IN PLACE REINFORCEMENT SEE SECTIONS • • = J WIRE WATERSTOP DROP BARS SHALL ~ Q SECURELY IN PLACE BE ADDL REINF DROP BARS SHALL z ? w • • BAR SUPPORTS BE ADDL REINF LU w U O ROUGHEN CONC Q cr_ z • • 1/4" AMPLITUDE J 4" PVC WATERSTOP • • 4" PVC WATERSTOP DOWELS TO MATCH WALL REINF W/ 90 DEG CONCRETE SLAB STD HOOK, TYP V PRECAST CONCRETE BLOCK GRANULAR BASE REINFORCING SUPPORT 1 1/2" = 1'-0" HORIZ WALL REINFORCEMENT SEE PLAN 90 DEG STD HOOK INSIDE HORIZ, TYP VERTICAL WALL REINFORCEMENT SEE PLAN 6 , REINFORCING WALL CORNER 1" = 1'-0" SB2.7 1 1/2" = 1'-0" DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED Designer PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWN SIGNATURE: Author NO DATE BY REMARKS NO DATE BY REMARKS CHECKED TYPED OR PRINTED NAME: REVISIONS REVISIONS Checker DATE REG NO 2 �) BOTTOM SLAB JOINT SB2.7 % 1 1/2" = 1'-0" #4 @ 12" CONC PAD VERIFY SIZE LU > ROUGHEN CONCRETE L DRILL & ANCHOR #4 DWLS @ 12" OC ALL SIDES CONC SLAB (-7` EQUIPMENT PAD SB2.7 1 1/2" = 1'-0" PROJECT B O LTO N 802831 & M ENK FILE NAME 2638 SHADOW LANE, SUITE 200 CHASKA, MINNESOTA 55318 (952) 448-8838 90 DEG STD HOOK, TYP SLAB REINFORCEMENT SEE PLAN PLACE CONTINOUS BOND BREAKER EACH SIDE OF WATERSTOP WALL REINFORCEMENT SEE SECTION 3` TOP SLAB JOINT SB2.7 1 1/2" = 1'-0" (1) - #5 MIN OUTSIDE ANCHOR BOLTS. VERIFY SIZE #5 @ 12" OC EW TOP - ANCHOR BOLTS TYP AND LOCATION WITH W/ STD HOOKS EQUIPMENT SUPPLIER n 3/4" CHAMFER TYP H h co CD III III 1 NOTES: #5 @ 12" OC EW TOP 1. GENERATOR PAD SIZE INCLUDE 3'-0" WIDECOMPACTED STRUCTURAL FILL (CLASS 5) CLEARANCE ON ALL SIDES OF GENERATOR GEOTEXTILE FABRIC 0 GENERATOR PAD 1 " = 11-011 MCES L46 & L49 IMPROVEMENTS CONCRETE DETAILS SB2.7 OF CD N CD N 1'-4" NOTE: PROVIDE REINFORCING AS SHOWN AROUND MASONRY OPENINGS UNLESS SHOWN OTHERWISE 0 - #5 IN 8" BOND BEAM OR - #5 IN 12" BOND BEAM JLESS SHOWN FHERWISE ON DRAWINGS 'ENING IN MASONRY WALL ) - #5 VERTICAL GROUT )RE (1) - #5 IN 8" BOND BEAM OR (2) - #5 IN 12" BOND BEAM PLACE BOND BEAM BELOW SILL BLOCK REINFORCING AT OPENING 1/2" = 1'-0" 5/8" PLYWOOD SHEATHING PRE-ENGINEERED WOOD TRUSSES @ 24" OC MAX SPIMPSON STRONGTIE H2.5A TRUSS HOLD DOWN AT EA TRUSS (2) 2x8 PLATES - ATTACHED W. 5/8" DIA SCREW ANCHORS @ 24" OC W/ 4 1/2" EMBED ,4SEE SECTION I jr 8" BOND BEAM W/ (1) - #5 CONT 8" CMU W/ #5 @ 32" VERT REINF AND HORIZ JT REINF EVERY OTHER COURSE m 12 4F I 1� GROUT ALL CORES 8" PRECAST CONIC PLANK DRILL AND GROUT #5 DWLS @ 24" OC PRECAST PLANK BEARING 1 1/2" = l' -O" CAULK & BACKER ROD BOTH SIDES (1) - #5 VERTICAL GROUT I CORE GROUT CORE OPEN CORE BLOCK EA SIDE OF JOINT NOTE: 1/2" STOP JOINT REINF JOINT AT CONTROL JOINT (1) - #5 VERTICAL GROUT CORE FLASHING MATERIAL CONTROL JOINT DETAIL 1 1/2" = V-0" In 8" BOND BEAM W/ (1) - #5 CONT 8" CMU W/ #5 @ 32" VERT REINF AND HORIZ JT REINF EVERY OTHER COURSE 8" PRECAST CONC PLANK DRILL AND GROUT #5 DWLS @ 24" OC SEE SECTION � 5 PRECAST PLANK CONNECTION 1 1/2" = 1'-0" CAULK & BACKER ROD BOTH SIDES (1) - #5 VERTICAL GROUT I CORE CMU KEEP JOINT CLEAN NOTE: 1/2" STOP JOINT REINF JOINT AT CONTROL JOINT (1) - #5 VERTICAL GROUT CORE EXPANSION JOINT DETAIL 1 1/2" = 1 '-0" 8" CMU W/ #5 @ 32" VERT REINF AND HORIZ JT REINF EVERY OTHER COURSE 8" HIGH OR 16" HIGH BOND BEAM W/ (1) - #5 FOR 8" BEAM - EXTEND 16" BEYOND OPENING 3 LINTEL DETAIL S B 2.8 1 1/2" = V-0" DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BOLTONDesigner & MENK PROJECT ^ O ^ ^ ^ 1 SV! 15 V.� "��J MCES L46 & L49 IMPROVEMENTS DRAWN Author SIGNATURE: FILE NAME SB2.8 2638 SHADOWOOLANE, SUITE MASONRY/ROOF FRAMING DETAILS NO DATE BY REMARKS NO DATE BY REMARKS CHECKED TYPED OR PRINTEDNAME: CHASK REVISIONS REVISIONS Checker DATE REG NO 952) 55318 448-8838 OF DESIGN CRITERIA & LOADING 1. CODE: 2018 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED BY THE 2020 MINNESOTA STATE BUILDING CODE (MSBC). 2. DESIGN LOADING DEAD LOADS (D) MATERIALS CALCULATED LIVE LOADS (L) OFFICE AREA AND ELECTRICAL DRAWINGS. 100 PSF MECHANICAL AREA PRECAST MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL EMBEDMENTS 300 PSF STAIRS & LANDINGS #3 100 PSF GRATING & GRATING PLATFORMS DESIGNED 100 PSF I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER DIRECT SUPERVISION AND THAT AMA DULY LICENSED EQUIPMENT LIFTING HOOKS PROJECT 2000 LBS ROOF LIVE LOADS (L/r) PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. g O LTO N & MEN K UNIFORM DRAWN 20 PSF EQUIPMENT LIFTING HOOKS SIGNATURE: 2000 LBS SNOW LOADS (S) Author 481N. Pg GROUND SNOW LOAD 2638 SHADOW LANE, SUITE 50 PSF Pf FLAT -ROOF SNOW LOAD CHECKED 42.4 @ ROOF TRUSSES TYPED OR PRINTED NAME: 200 38.5 @ ALL OTHER LOCATIONS Ce SNOW EXPOSURE FACTOR 621N. 1.0 IS SNOW LOAD IMPORTANCE FACTOR 1.1 Ct THERMAL FACTOR #9 1.1 @ ROOF TRUSSES (952)448-8838 104 IN. 1.0 @ ALL OTHER LOCATIONS CS SLOPE FACTOR #10 1.0 Pd DRIFT SURCHARGE LOAD(S) 118 IN. XX PSF w WIDTH OF SNOW DRIFTS #11 871N. 113 IN. WIND LOAD (W) V BASIC WIND SPEED 90 MPH (3 SECOND GUST) Vasd ASD WIND SPEED (V*x(0.6)) XX MPH RISK (OCCUPANCY) CATEGORY III EXPOSURE CATEGORY C GCpi INTERNAL PRESSURE COEFFICIENT +/-0.18 C&C WIND PRESSURE XX PSF EARTHQUAKE (E) RISK (OCCUPANCY) CATEGORY III le SEISMIC IMPORTANCE FACTOR X.XX SS = X.XXg S, = X.XXg SITE CLASS A SDs = X.XXg SD, = X.XXg SEISMIC DESIGN CATEGORY C SEISMIC FORCE RESISTING SYSTEM V DESIGN BASE SHEAR XX KIPS CS SEISMIC RESPONSE COEFFICIENT X.XX R RESPONSE MOD. COEFFICIENT X (OR N/A) ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE FLUID (F) WATER 62.4 PCF SLUDGE 70 PCF LATERAL EARTH PRESSURE LOADS (H) DESIGN WATER TABLE 905.0 FEET 100 -YR. FLOOD ELEVATION NA BACKFILL FRICTION ANGLE 30 DEGREES Ko 0.5 Ka 0.33 Kp 3.0 SOIL UNIT WEIGHT, DRY 120 PCF SURFACE SURCHARGE 300 PSF SOIL - AT REST (ABOVE WATER TABLE) 60 PSF/FT. SOIL - AT REST (BELOW WATER TABLE) NA RAIN (R) i RAIN INTENSITY SPECIAL LOADS (IF APPLICABLE) FLOOD DESIGN DATA (IF APPLICABLE) NO I DATE I BY REVISIONS REMARKS XX.X IN/HR NO I DATE I BY REVISIONS REMARKS GENERAL NOTES 1. TYPICAL STRUCTURAL DETAILS AND NOTES SHALL APPLY UNLESS NOTED OTHERWISE ON THE DRAWINGS. 2. EXAMINE SITE AND DRAWINGS TO DETERMINE LOCATIONS AND DIMENSIONS OF UTILITIES, AND SITE IMPROVEMENTS. 3. BEFORE CONSTRUCTION FABRICATION AND ERECTION OF ANY MATERIALS, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS, DIMENSIONS AND CONDITIONS AS SHOWN ON THE DRAWINGS AND REPORT DISCREPANCIES TO THE ENGINEER AT ONCE FOR RESOLUTION. 4. ALL DIMENSIONS, LOCATIONS, ELEVATIONS AND CONDITIONS OF EXISTING STRUCTURES SHOWN ON THE CONTRACT DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. 5. THE STRUCTURAL DESIGN IS BASED ONLY ON THE STRUCTURE IN ITS COMPLETED STATE. CONTRACTORS AND THEIR SUBCONTRACTORS SHALL TAKE WHATEVER PRECAUTIONS ARE NECESSARY TO WITHSTAND ALL HORIZONTAL AND VERTICAL LOADING THAT MAY BE ENCOUNTERED DURING THE CONSTRUCTION PROCESS PRIOR TO THE COMPLETION OF THE STRUCTURE. 6. ALL MNDOT REFERENCES IN DRAWINGS & SPECIFICATIONS REFER TO THE "STANDARD SPECIFICATIONS FOR CONSTRUCTION", 2018 EDITION. 7. WRITTEN DISTANCES & ELEVATIONS SHALL GOVERN OVER SCALED DISTANCES & ELEVATIONS. 8. ELEVATIONS ARE BASED ON THE BENCH MARKS NOTED ON THE DRAWINGS. EXCAVATION NOTES: 1. TEMPORARY GROUND CONTROL IS BY CONTRACTOR DESIGN. 2. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL TEMPORARY SHEETING AND BRACING NECESSARY TO PROTECT PERSONNEL AND ADJACENT PROPERTY FROM INJURY OR DAMAGE DURING CONSTRUCTION OPERATION. 3. EXCAVATIONS OR TRENCHING WITHIN CLOSE PROXIMITY TO UNDERGROUND STRUCTURES, UTILITIES, OR UTILITY POLES WILL REQUIRE PROTECTION AND SUPPORT TO PREVENT DAMAGE OR INTERRUPTION TO SERVICE. THE COST TO PROVIDE THIS PROTECTION SHALL BE INCLUDED IN THE CONTRACTOR'S TOTAL BASE BID PRICE. MASONRY NOTES: 1. CONCRETE MASONRY UNITS (CMU) AND FACE BRICK SHALL BE LAID IN RUNNING BOND UNLESS NOTED OTHERWISE. 2. PROVIDE OPEN -CORE STYLE CMU FOR ALL MASONRY WALLS. 3. PROVIDE BULL NOSED CMU FOR ALL INTERIOR EXPOSED MASONRY WALL CORNERS, DOOR JAMBS AND MASONRY OPENINGS UNLESS NOTED OTHERWISE. 4. PROVIDE VERTICAL #5 @ 48" REINFORCEMENT FOR ALL WALLS UNLESS NOTED OTHERWISE. 5. GROUT FULL ALL CMU CORES CONTAINING VERTICAL REINFORCEMENT. 6. INSTALL HORIZONTAL JOINT REINFORCEMENT BETWEEN EVERY OTHER COURSE OF CMU. 7. PROVIDE MASONRY CONTROL JOINTS WHERE INDICATED ON THE DRAWINGS OR AT A SPACING OF NOT GREATER THAN 20 FEET. 8. TOOL ALL MASONRY JOINTS CONCAVE. 9. PROVIDE 16" DEEP LINTEL AT MASONRY OPENINGS 4'-0" AND LESS. PROVIDE 24" DEEP LINTEL AT ALL OPENINGS GREATER THAN 4'-0". PROVIDE (2) #5 IN ALL LINTELS. 10. GROUT SOLID ALL BOND BEAMS AND VERTICAL CORES CONTAINING REINFORCEMENT, EMBEDMENTS AND ANCHORS. 11. ALL REINFORCING BARS SHALL BE SPLICED WITH A MINIMUM LAP SPLICE EQUAL TO 48 BAR DIAMETERS. PRECAST CONCRETE PLANK NOTES: 1. PRECAST CONCRETE PLANK SHALL HAVE A 1 -HOUR FIRE RATING UNLESS NOTED OTHERWISE. 2. VERIFY ALL PLANK PENETRATION SIZES AND LOCATIONS WITH ARCHITECTURAL, MECHANICAL 802831 CONCRETE NOTES: 1. LAP SPLICES AND 90 DEGREE END HOOKS SHALL BE AS SHOWN BELOW UNLESS NOTED. WHEN BARS OF TWO DIFFERENT SIZES ARE SPLICED, THE LONGER LAP LENGTH SHALL APPLY. 2 3 El 5 on F'C=4000 PSI AND ELECTRICAL DRAWINGS. BEAM 90 DEGREE 3. PRECAST MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL EMBEDMENTS BAR LAP BAR REQUIRED FOR THE ATTACHMENT OF ARCHITECTURAL, MECHANICAL AND ELECTRICAL #3 COMPONENTS. 241N. DESIGNED 361N. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER DIRECT SUPERVISION AND THAT AMA DULY LICENSED #4 PROJECT Designer 371N. PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. g O LTO N & MEN K #5 DRAWN 401N. 461N. SIGNATURE: 10 IN. #6 Author 481N. 561N. 2638 SHADOW LANE, SUITE FILE NAME #7 CHECKED 70 IN. TYPED OR PRINTED NAME: 200 14 IN. #8 621N. 80 IN. CHASKA, MINNESOTA 55318 120 IN. Checker #9 DATE REG NO (952)448-8838 104 IN. 802831 CONCRETE NOTES: 1. LAP SPLICES AND 90 DEGREE END HOOKS SHALL BE AS SHOWN BELOW UNLESS NOTED. WHEN BARS OF TWO DIFFERENT SIZES ARE SPLICED, THE LONGER LAP LENGTH SHALL APPLY. 2 3 El 5 on F'C=4000 PSI SLAB, WALL, COLUMN BEAM 90 DEGREE BAR SIZE BAR LAP TOP BAR BAR LAP BAR HOOK TOP #3 19 IN. 241N. 281N. 361N. 6 IN. #4 251N. 321N. 371N. 48 IN. 8 IN. #5 31 IN. 401N. 461N. 601N. 10 IN. #6 371N. 481N. 561N. 721N. 12 IN. #7 541N. 70 IN. 81 IN. 105 IN. 14 IN. #8 621N. 80 IN. 931N. 120 IN. 16 IN. #9 70 IN. 90 IN. 104 IN. 135 IN. 19 IN. #10 781N. 102 IN. 118 IN. 153 IN. 221N. #11 871N. 113 IN. 131 IN. 170 IN. 24 IN. *TOP BAR LAP SPLICES ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 IN. OF CONCRETE IS CAST IN THE MEMBER BELOW THE SPLICE REINFORCING BARS SHALL HAVE THE FOLLOWING CONC. COVER UNLESS NOTED OTHERWISE. FOOTINGS AND OTHER UNFORMED SURFACES 3" CONCRETE EXPOSED TO EARTH, WEATHER OR FLUIDS #6 BARS OR LARGER 2" #5 BARS OR SMALLER 1-1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND BEAMS, COLUMNS, TIES, SPIRALS AND STIRRUPS 1-1/2" SLABS, WALLS & JOISTS 3/4" CONCRETE SHALL BE PLACED WITHOUT CONSTRUCTION JOINTS EXCEPT WHERE SPECIFICALLY SHOWN ON THE DRAWINGS OR AS APPROVED BY THE ENGINEER. ALL CONSTRUCTION JOINTS IN WALLS AND SLABS OF LIQUID CONTAINING STRUCTURES SHALL CONTAIN WATERSTOPS. CAST -IN-PLACE CONCRETE SHALL NOT BE PLACED IN STANDING WATER, ON FROZEN SOIL OR ON FROZEN CONCRETE. FOR LOCATIONS AND DIMENSIONS OF SLEEVES, CURB, OPENINGS AND DEPRESSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL, CIVIL/MECHANICAL, YARDWORK, PLUMBING, HVAC AND ELECTRICAL DRAWINGS. CONTRACTOR SHALL VERIFY AND COORDINATE REQUIREMENTS FOR AND LOCATION OF ABOVE ITEMS WHETHER SHOWN ON THE STRUCTURAL DRAWINGS OR NOT. BEVEL ALL EXPOSED CORNERS OF CONCRETE 3/4" x 3/4". PROVIDE WELDED WIRE FABRIC IN FLAT SHEETS. FOUNDATION AND SOIL NOTES: 1. THE GEOTECHNICAL ENGINEER SHALL REVIEW AND APPROVE FOUNDATION BEARING SURFACES PRIOR TO THE PLACEMENT OF FOOTINGS OR FOUNDATION. 2. DESIGN ALLOWABLE SOIL BEARING PRESSURE = 3,000 PSF 3. PROVIDE A MINIMUM OF 3'-6" OF SOIL COVER AT ALL HEATED STRUCTURE EXTERIOR WALL FOOTINGS. PROVIDE A MINIMUM OF 5-0" OF SOIL COVER AT ALL UNHEATED STRUCTURE FOOTINGS. 4. PROTECT FOUNDATION SOILS FROM FREEZING DURING CONSTRUCTION. 5. PLACE FILL AND BACKFILL AND COMPACT TO FOLLOWING MAXIMUM STANDARD PROCTOR DENSITIES UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS: LOCATION DENSITY FILL BELOW FOOTINGS 100% FILL BELOW SLABS ON GRADE 98% PIPE AND STRUCTURE EXCAVATIONS 95% GREEN SPACES 90% MCES L46 & L49 IMPROVEMENTS STRUCTURAL NOTES SK0.1 OF Q Q L I O N C-0 N 0 0 0 0 i N NO coco N N I O O o 0 w_ O 0 o 6" 0 SCHEDULE 40 GALVANIZED PIPE x `o 7'-0" (TYP - 4 AT METER STRUCTURE) -�I 1�:,: Al Ike, I�5 CD 4h `. , ,5 FILL WITH CONCRETE V -0"O CONCRETE 5 h 5 z *NOTE: USE 4" 0 SCHEDULE 40 GALVANIZED PIPE W/8" DIA CONCRETE FOR MH BOLLARDS (TYP - 1 EACH NON -ROADWAY LOCATION) (__xBOLLARD XX NO SCALE 3" R SLOPE 0.75" PER FOOT 0.5" R 0 0.5" R 11.5" d a< � d O Q � d d O CONCRETE CURB & GUTTER B412 NO SCALE IINCRETE DRIVEWAY PAVEMENT (2531) GREGATE BASE CL 5 (2211) (INCIDENTAL) JBGRADE PREN PARATIO2112 �() (INCIDENTAL) CONCRETE WALK SECTION NO SCALE VARIES (,i 1 /4"/FT' 12" VARIES D412 CURB & GUTTER OO3 4" DRAIN TILE 1 1/2" -TYPE SPWEB240C 1 1/2" -TYPE SPNWB240C 8" AGGREGATE BASE CLASS 5 12" SELECT GRANULAR BORROW GEOTEXTILE FABRIC, TYPE 5 WOVEN TYPICAL PARKING LOT SECTION NO SCALE MM/DD/YY I I ISSUED FOR BIDDING I I I I I NO I DATE I BY I REMARKS I NO I DATE I BY I REMARKS REVISIONS REVISIONS DESIGNED DESIGNED BY DRAWN DRAWN BY CHECKED CHECKED BY I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: TYPED OR PRINTED NAME: - DATE MM/DD/YY SIGNED BY REG NO VARIES 3'-0" O 4" CONCRETE WALK 4" AGGREGATE BASE CLASS 5 NOTE: OSEE DRAWING L1 FOR RESTORATION OF AREAS DISTURBED BY CONSTRUCTION. OCONCRETE WALK AT GENERATOR PAD. OSEE DRAWING C4 FOR LOCATION OF DRAIN TILE. OSEE DRAWING C7 FOR SOIL CORRECTION M N DETAIL A GATE LOCKING TABS Ji� DETAIL B A 7 \ 1'-6" 24 FT GATE REFLECTIVE TAPE F_ --q— B NNIZED PIPE MANUAL DUAL SWING BARRIER GATE NO SCALE NOTE: 1. FURNISH & INSTALL GATE LOCKING TABS TO ACCOMMODATE 3/8" PADLOCK SHACKLE. MCES WILL FURNISH PADLOCK. 2. CONTRACTOR WILL PROVIDE TWO SIGNS "MCES PROPERTY NO TRESPASSING" TO BE INSTALLED ON GATE. 3. FURNISH AND INSTALL TWO KEEPER POSTS MATCHING GATE POSTS. PROJECT BOLTON 802831 & MENK MCES L46 & L49 IMPROVEMENTS it 0 FILE NAME 2638 SHADOW LANE, SUITE 200 TYPICAL DETAILS G 10005 CHASKA, MINNESOTA 55318 (952) 448-8838 G 15 50F XX