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HomeMy WebLinkAboutLA196244x x x x x Micah Davenport 9/23/21 Stockness Construction, Inc. 13427 Fenway Blvd Cir N, Suite 100 Hugo MN 55038 Chad Terpstra 612-221-2775 terp@stockness.com x Old Dominion Freight Line - Service Center 22050 Garvey Lane Lakeville MN 55044 Anthony Harrison 903-707-4295 aharrison@schwob.com Old Dominion Freight Lines, Inc. 500 Old Dominion Way Thomasville NC 27360 Jerry Canada jerry.canada@odfl.com 812-526-4174 6' 4" 10' 0"5' 2-3/4" 63 15.17'15.5' LA196244 SIGN PERMIT APPLICATION & ELECTRONIC SIGN LICENSE Page 2 Electronic Display/Changeable Copy Sign License Single occupancy building with gross floor area over 100,000 sq. ft. within the C-3 District and within the Freeway Corridor District. By signing below you are certifying the electronic signage meets the following performance standards: 1.The display sign shall not change more than once every twenty four (24) hours. 2.The display sign shall not include scrolling, flashing, animation, or other effects. 3.The display must be static and the transition from one static display to another must be instantaneous without special effects. 4.The display image or message must be self-contained, without continuation in content to the next image or message. 5.The brightness of the sign shall not exceed 5,000 NITS after sunrise and before sunset or 500 NITS after sunset and before sunrise each day. 6.The sign shall be equipped with an automatic dimmer control or other mechanism that automatically controls the sign’s brightness to comply with this condition. 7.The display must be designed and equipped to freeze the device in one position if a malfunction of the electronic display occurs. 8.The display must also be equipped with a means to immediately discontinue the display if it malfunctions, and the sign owner must immediately stop the electronic display when notified by the City that it is not complying with the stipulations of this section. 9.The sign shall comply with Chapter 23 of the Zoning Ordinance. Signature_______________________________________ Date______________________________ Print Name______________________________________ Email ________________________________ EXPIRATION AND RENEWAL OF LICENSE: •All licenses expire on December 31st of each year. •License may be renewed only by making application as provided in Section 3-22-4 of the City Code. •Application for renewal shall be made at least sixty (60) days before the expiration date. •Each renewal license shall be issued for a maximum period of one (1) year. •Annual license renewal fee is $50.00 Office Use Only Sign Permit Type: Permanent Sign _____ Temporary Sign _____ Electronic Sign _____ Work Type: New _____ Addition _____ Repair _____ Demolish_____ Replace _____ Alter/Remodel _____ Move _____ Owner: Public _____ Private _____ Zoning District: Commercial _____ Industrial _____ Residential_____ Freeway Corridor _____ Required Inspections: Footing _____ Final _____ Permit Fee: Permit Fee _____________ Miscellaneous ___________ Total ___________________ Comments: ________________________ ________________________ ________________________ ________________________ ________________________ ________________________ ________________________ Approved by:____________________________ Date:___________________________________ (REVISED JUNE 2017) X X X X I-2 X 28 September 2021 *Call 952.985.4440 to schedule a footing inspection. * Email kjenson@lakevillemn.gov after installation for a final inspection. $75.00 $75.00 NOPARKINGNOPARKINGNOPARKING46.0'21.0'39.0' 18.0' 18.0'24.0'20.0'20.0'24.0'18.0' 18.0'24.0'20.0'20.0'24.0'18.0'5.0'9.0'TYP.9.0'TYP.9.0'TYP.9.0'TYP.18.0'6.0'541.6'80.0'77.6'55.0'65.0'85.0'55.0'11.0'TYP.65.0'85.0'55.0'11.0' TYP. 65.0'95.5'55.0'11.0'TYP.11.0'TYP.11.0' TYP.11.0' TYP.55.0'55.0'55.0'9.0'10.0'130.0'PROPOSED ON-SITE STORMWATERMANAGEMENT AREAPROPOSED ON-SITE STORMWATER MANAGEMENT AREA PROPOSED INDUSTRIAL BUILDING ±43,300 SF FFE: 944.50; DOCK FFE: 940.50 PROPOSED PROPERTY LINEPROPOSED PROPERTY LINE11.0' TYP. PROPOSED 10' DRAINAGE AND UTILITY EASEMENT PROPOSED 10' DRAINAGE AND UTILITY EASEMENT PROPOSED 10' DRAINAGE AND UTILITY EASEMENT EXISTING DRAINAGE AND UTILITY EASEMENT EXISTING DRAINAGE AND UTILITY EASEMENT FEMA FLOODPLAIN DELINEATION FEMA FLOODPLAIN DELINEATION FLOODPLAIN DELINEATION EXISTING WETLAND TO BE PROTECTED EXISTING WETLAND TO BE PROTECTED A A B B B B B B B B C C C C C C C D D D D D D D D D D D DD E E E O O O O O O F F F F F G G FLUSH CURB H I I I I I III I I I I III K K L L L M M M FORKLIFT RAMP N POTENTIAL TRAILER COURT EXPANSION 8' HIGH FENCE (TYP.) REFERENCE ARCHITECTURAL PLANS FOR DETAILS 8' HIGH FENCE (TYP.) REFERENCE ARCHITECTURAL PLANS FOR DETAILS GATE. REFERENCE ARCHITECTURAL PLANS FOR DETAILS (TYP.) K PAD-LOCKED SNOW GATE PAD-LOCKED SNOW GATE PROPOSED PROPERTY LINE C MAN GATE24.0'MONUMENT SIGN POTENTIAL FUTURE EXPANSION CONTRACTOR TO REFER TO PUBLIC IMPROVEMENT PLANS FOR CONSTRUCTION OF GARVEY LANE AND 220TH STREET EXISTING GAS EASEMENT ACCESSIBLE RAMP GARVEY LANE ROWMAXIMUM HEIGHT 4.7' RETAINING WALL DELINEATED WETLAND TO BE PROTECTED 7.5'10.0'REFERENCE ARCH. PLANS FOR BOLLARDS AND GUARDRAILS AT PED. WALK SCALE AND SCALE EQUIPMENT. REFERENCE ARCH. PLANS REF. ARCH. PLANS FOR STRIPING LAYOUT AT APRON REF. ARCH. PLANS FOR STRIPING LAYOUT AT APRON REF. ARCH. PLANS FOR STRIPING LAYOUT AT APRON FUTURE EMPLOYEE PARKING AREA H I I I FUELING CANOPY AND FUELING EQUIPMENT. REF. FUEL VENDOR PLANS B612 TO FLUSH CURB TRANSITION B612 TO FLUSH CURB TRANSITION B612 TO FLUSH CURB TRANSITION B612 TO FLUSH CURB TRANSITION 300' SHORELAND OVERLAY 300' SHORELAND OVERLAY 300' SHORELAND OVERLAY BOLLARDS FOR TRANSFORMER PAD DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT BOLLARDS FOR HYDRANT BOLLARDS FOR HYDRANT BOLLARDS FOR HYDRANT SNOW SCRAPER (REF. ARCH. PLANS)PREPARED FORSITE PLANC300OLD DOMINIONFREIGHT LINESCHWOB BUILDINGCOMPANYLAKEVILLEMNPROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE PROPOSED LIGHT DUTY CONCRETE PAVEMENT PROPOSED HEAVY DUTY CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND KEYNOTE LEGEND LIGHT DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT LANDSCAPE AREA B612 CURB AND GUTTER (TYP.) 9' X 20' STALLS WITH 4" WHITE PARKING STALL STRIPING (TYP.) 12' X 55' TRAILER STALL WITH 4" WHITE PARKING STRIPING (TYP.) ACCESSIBLE RAMP COMMERCIAL DRIVEWAY ENTRANCE HEAVY DUTY CONCRETE PAVEMENT MATCH EXISTING EDGE OF PAVEMENT/CURB & GUTTER ACCESSIBLE PARKING SPACE, 9' WIDE WITH 9' ACCESS AISLE ACCESSIBLE SIGN PROPOSED CONCRETE SIDEWALK STOP SIGN AND PAINTED STOP BAR 9' X 18' STALLS WITH 4" WHITE PARKING STALL STRIPING (TYP.) A B C D E F G H I J K L M N O BYREVISIONSNo.DATEISSUED FOR CONSTRUCTIONSHEET NUMBER©K:\TWC_LDEV\LAUNCH PROPERTIES\LAKEVILLE\3 Design\CAD\PlanSheets\Schwob\C4-SITE PLAN.dwg September 30, 2021 - 3:36pmDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16027900009/30/2021AS SHOWNACLACLBMW1REV 107/14/2021 BMW2RESPONSE TO RFI 707/28/2021 BMW3UTILITY COORDINATION07/30/2021 BMW4RFI#908/19/2021 BMW5EASTERN DOCK RFI09/23/2021 WDM6MONUMENT SIGN09/30/2021 BMW NORTH BUILDING / PARKING DATA SUMMARY AREAS PROPOSED PROPERTY 20.0 AC BUILDING AREA 43,300 SF (5,700 SF OFFICE & 37,600 SF WAREHOUSE) PARKING OFFICE REQUIRED PARKING 29 SPACES (1:200 SF) WAREHOUSE REQUIRED PARKING 38 SPACES (1:1000 SF) TOTAL REQUIRED PARKING 67 SPACES PROPOSED PARKING 108 SPACES @ 2.57 RATIO ADA STALLS REQ'D / PROVIDED 5 STALLS / 5 STALLS PROPERTY SUMMARY OLD DOMINION FREIGHT LINE TOTAL PROPERTY AREA (W/O OUTLOT B)20.0 AC PROPOSED IMPERVIOUS AREA 10.5 AC PROPOSED PERVIOUS AREA 9.2 AC TOTAL DISTURBED AREA 19.7 AC PERCENTAGE IMPERVIOUS AREA IN SHORELAND OVERLAY 16.7% ZONING SUMMARY EXISTING ZONING I-2 GENERAL INDUSTRIAL PROPOSED ZONING I-2 GENERAL INDUSTRIAL BUILDING SETBACKS FRONT = 40' SIDE = 10' REAR = 30' SITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY EGAN, FIELD, & NOWAK. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 21.8 ACRES. 9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16. ALL PARKING STALLS TO BE 9' IN WIDTH AND 20' IN LENGTH UNLESS OTHERWISE INDICATED. 6 Approved by Kris JesonUpdated sign location after permit issued 10-5-21 NOPARKING NOPARKING NOPARKING 300' SHORELAND OVERLAY 300' SHORELAND OVERLAYNOPARKINGNOPARKINGNOPARKING220TH STREET GARVEY LANECEDAR AVENUE(C.S.A.H. NO. 23)300' SHORELAND OVERLAY 300' SHORELAND OVERLAY NORTH PROPERTY LINE LEGEND OWNER/SUBDIVIDER: AIRLAKE DEVELOPMENT INC 21535 CEDAR AVE, LAKEVILLE, MN 55044 TELEPHONE: (952) 469-9444 SCHWOB BUILDING COMPANY 2349 GLENDA LANE, DALLAS, TX 75229 TELEPHONE: (972) 243-7674 ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN WURDEMAN, PE #53113 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 SURVEYOR: EGAN, FIELD & NOWAK, INC. 1229 TYLER STREET NE, SUITE 100 MINNEAPOLIS, MN 55413 CONTACT: ERIC ROESER TELEPHONE: (612) 466-3300 PROPOSED LEGAL DESCRIPTION LOT 1 BLOCK 1 LAUNCH PARK THIRD ADDITION PROPERTY SUMMARY ACRES LOT 1 BLOCK 1 17.20 AC LOT 1 BLOCK 2 20.00 AC LOT 2 BLOCK 1 9.07 AC EXISTING PROPERTY ZONING I-2 GENERAL INDUSTRIAL DISTRICT PROPOSED PROPERTY ZONING I-2 GENERAL INDUSTRIAL DISTRICT OUTLOT A 1.75 AC OUTLOT B 20.89 AC RIGHT-OF-WAY 4.76 AC CEDAR AVE. RIGHT-OF-WAY 1.94 AC EXISTING CONTOUR CSAH 23 (CEDAR AVE)225TH ST WEST KEY MAP SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER CO SANITARY CLEANOUTCO EXISTING PROPOSED BYREVISIONSNo.DATEISSUED FOR CONSTRUCTIONSHEET NUMBER©K:\TWC_LDEV\LAUNCH PROPERTIES\LAKEVILLE\3 Design\CAD\Exhibits\Schwob\Preliminary Plat.dwg June 23, 2021 - 2:12pmDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16027900006/22/2021AS SHOWNACLACLBMWPREPARED FORPRELIMINARYPLATPP100OLD DOMINIONFREIGHT LINESCHWOB BUILDINGCOMPANYLAKEVILLEMNSign distance from R.O.W. = 15.17 Feet15.17 LA196244 NOPARKINGNOPARKINGNOPARKINGTCNOPARKINGNOPARKINGNOPARKINGTHE INFORMATION SHOWN HERE IS FOR REFERENCE ONLY. VERIFY ALL DIMENSIONS, TURNING RADII, ETC. WITH THE CIVIL DRAWINGS. FOR DESIGN OF NEW PAVING, AS WELL AS PERVIOUS COVER CALCULATIONS, REFER TO CIVIL PLANS. DO NOT PLACE ANY CONDUITS, POLE LIGHTS, OR OTHER SITE APPURTENANCES WITHIN THE FIRST 2' OF THE INTERIOR SIDE OF THE FENCE WITHOUT COORDINATING THE LOCATIONS WITH THE OWNER'S GUARD DOG ELECTRIC FENCE INSTALLER. PROVIDE CONDUITS WITH WIRING AND PULL STRING AT EACH MAN GATE. SEE ELECTRICAL DRAWINGS. PROVIDE SEPARATE CONDUITS FOR POWER & DATA WITH WIRING AND PULL STRING FROM BUILDING TO AT EACH GATE CONTROL. SEE ELECTRICAL DRAWINGS. PROVIDE CONDUITS WITH WIRING AND PULL STRING AT CALL BOX AT EMPLOYEE GATE AND TRUCK GATE. SEE ELECTRICAL DRAWINGS. PROVIDE CONDUITS WITH WIRING AND PULL STRING FOR FUTURE SECURITY CAMERAS TO EACH CORNER OF THE SITE, COORDINATE LOCATION WITH OWNER. SEE ELECTRICAL DRAWINGS. ALL BOLLARDS ON THE SITE SHALL BE 8" OUTER DIAMETER FILL WITH CONCRETE. SEE ARCHITECTURAL DETAILS & . PROVIDE LOCKABLE KEY BOX AT EXTERIOR ENTRANCE TO DRIVER CHECK-IN FOR USE BY OWNER. REFER TO CIVIL DRAWINGS FOR LOCATIONS OF ADA ACCESSIBLE PARKING AND ACCESSIBILITY ROUTE. ALL SIDEWALKS, ACCESSIBLE ROUTES, AND ACCESSIBLE PARKING SHALL BE SLOPED AT A MAXIMUM SLOPE OF 1:50. NO SLOPES IN ANY DIRECTION SHALL EXCEED 1:50. SEE CIVIL DRAWINGS. GATES SHALL BE ALUMINUM (COORD. SIZE W/ DRIVE OPENING, SEE SITE PLANS) TO MATCH FENCE, ELECTRIC ROLLING GATES WITH SAFETY LOOPS FOR EXIT. PROVIDE CALL BOXES AND KEYPADS AT ALL GATES ON A GOOSE NECK MOUNT. MAIN GATE FOR TRUCK ENTRANCE SHALL HAVE A CALL BOX MOUNTED AT 42" AND 72". SEE DETAIL COORDINATE WITH THE LOCAL FIRE CHIEF (MARSHAL) FOR REQUIREMENTS ON EMERGENCY GATE ACCESS,( KNOX BOX FOR KEY OR SIREN ACTIVATION). SITE FENCE SHALL BE 8'-0" GALVANIZED CHAIN LINK FENCE WITH THREE STRANDS OF BARBED WIRE FOR FULL HEIGHT OF 9'-0". SEE FENCE DETAILS ALL LIGHT POLES SHALL BE PLACED MINIMUM 8' CLEAR FROM EDGE OF PAVING TO ALLOW FOR TRAILER PARKING. PAINT ALL PARKING STRIPING YELLOW IN YARD. EMPLOYEE PARKING STALLS TO BE WHITE. ALL YARD PARKING SPACES (TRUCK/TRAILER) TO BE 12' WIDE (EXCEPT AT DOCK DOORS) PROPANE TANKS AND CONNECTION TO BUILDING TO BE FIELD LOCATED. COORDINATE WITH OWNER & CIVIL DRAWINGS. SITE GENERAL NOTES 4 / A1.3 7 /A8.2 2 /A8.2 6 / A1.3 MAN GATE -SEE DETAIL CONCRETE FORKLIFT RAMP - PAINT 8" CURBS YELLOW. CHAIN LINK FENCE ALONG SIDE PROPERTY LINE. STONE ON MIN. 1'-0" ON PROPERTY LINE SIDE OF FENCE UP TO EDGE OF CURB. SEE CIVIL DRAWINGS AND DETAILS & OUTLINE OF FUTURE 24 DOOR BUILDING ADDITION 16 TRACTORS PARKING SPACESCONTROL PANEL LOCATED ON CENTER COLUMN SNOW SCRAPER IN GROUND ELEC OUTLET / VAULT- SEE SITE ELECT. DWGS. HEATED TRAILER- SEE ELECT. DWGS. 108 PARKINGS PACES W/ 5 ADA SPACES 4 /A1.3 12 /A1.3 4 /A1.3 12 /A1.3POLE MOUNTED LIGHT -SEE ELECTRICAL DWGS AND DETAIL 4 /A1.2 POLE MOUNTED LIGHT -SEE ELECTRICAL DWGS AND DETAIL 4 /A1.2 PROPERTY LINE PROPERTY LINE ODFL GROUND SIGN WITH LIGHTING & STONE BED AROUND SIGN AND LIGHTS. SEE ELECTRICAL DWGS AND DETAIL 1 /A1.2 FIRE HYDRANT W/ TWO 8" BOLLARDS (MIN. 3'-0" CLEARANCE) SEE CIVIL DWGS. 3 /A1.3 8" BOLLARDS AROUND TRANSFORMER @ MIN. 36" O.C. SET MIN. 36" FROM FACE OF TRANSFORMER- SEE ELECTRICAL DRAWINGS 65'-0" CONC. DOCK APRON - SEE CIVIL DRAWINGS BLACK CURBSIDE LOCKING SECURITY MAILBOX. APPROX. 21" D. X 12" W. X 16" H. POWDER COAT BLACK FINISH. POST MOUNT W/ BLACK STEEL POST IN CONC. FOUNDATION. COORD. LOCATION W/ OWNER SCALE - SEE DTL. SCALE SCOREBOARD - SEE DTL. SEE PLUMBING ELECTRICAL & CIVIL DRAWINGS FOR UTILITY ROUGH INS. 16 /A1.38/A1.3 4' - 0"HEATER POSTS -SET BACK 4'-0" FROM CURB SEE DETAILS & 11 /A1.3 10 /A1.3 SEE CIVIL DRAWINGS FOR FENCE LOCATION MANUAL GATES W/ LOCK - SEE CIVIL DRAWINGS PUT BOLLARDS ALSO IN FRONT OF ELECT. TRANSFORMER & PANELS. SEE SITE ELECT. DWGS.24 TRACTORS PARKING SPACES10 PUP SPACES23 VAN SPACES 18 VAN SPACES 25 VAN SPACES 34 VAN SPACESMANUAL GATES W/ LOCK - SEE CIVIL DRAWINGS 67 VAN SPACES A1.2 5 INBOUND DRIVE OUTBOUND DRIVE 474' - 4 3/8" FUTURE DOCK EXPANSION 209' - 6 1/2"80' - 0"STORMWATER AREA -SEE CIVIL DRAWINGS FIRE HYDRANT W/ TWO 8" BOLLARDS (MIN. 3'-0" CLEARANCE) SEE CIVIL DWGS. FIRE HYDRANT W/ TWO 8" BOLLARDS (MIN. 3'-0" CLEARANCE) SEE CIVIL DWGS. CHAIN LINK FENCE ALONG SIDE PROPERTY LINE. STONE ON MIN. 1'-0" ON PROPERTY LINE SIDE OF FENCE UP TO EDGE OF CURB. SEE CIVIL DRAWINGS AND DETAILS & COMPACTOR (OFOI) OWNER FURNISHED & INSTALLED COMPACTOR FUTURE AREA OF EXPANSION -SEE CIVIL DWGS.STORWATER DETENTION SEE CIVIL DWGS.68TH STPROPERTY LINE -CIVIL DWGS. LAND SIZE AS WHOLE: 21.8 ACRES DEVELOPED ACRES: 19.7 ACRES PAVED AREA (HEAVY DUTY): ? ACRES PAVED AREA (LIGHT DUTY): ? ACRES EMPLOYEE PARKING SPACES: 108 SPACES W/ 5 ADA SPACES TRACTOR PARKING SPACES: 40 VAN PARKING SPACES: 167 PUP PARKING SPACES: 10 SITE INFORMATION Project No. The Architect hereby reserves its common law copyright and other property rights in these plans, ideas and designs which are not to be reproduced, changed or copied in any form or manner whatsoever; nor are they to be assigned to any third party without first obtaining the express written permission from the Architect. The drawing is not final or to be used for construction until signed by the Architect. Sheet Name: Sheet Number:OLD DOMINION FREIGHT LINELAKEVILLE, MNA New Service Center for:MN LICENSE #48101 - EXP 06/30/22 SCHWOB BUILDING COMPANYContractor:2349 Glenda Ln Dallas, Tx 752298/26/2021 3:17:07 PMA1.1 ARCHITECTURAL SITE LAYOUT 21019.0022050 GARVEY LANE,LAKEVILLE, MN 55044NORTH 1" = 40'-0"1 ARCHITECTURAL SITE LAYOUT 1" = 100'-0"2 FULL SITE LAYOUT (SEE CIVIL DRAWINGS) NORTH FINAL SET 05.17.21 REV 1 07.16.21 REV 2 08.26.21 2 2 2 MONUMENT SIGN LOCATION RFID IS SUPPLIED AND INSTALLED BY OWNER. CONDUIT AND WIRING IS SUPPLIED BY GC. PROVIDE CONDUIT WITH COPPER WIRE AND PULL STRINGS FROM JUST NEAR READER PAD INBOUND AND OUTBOUND TO ELECTRICAL PANEL AND NETWORK COMMUNICATIONS RACK. LABEL CONDUIT IN ELECTRICAL ROOM. PROVIDE CONDUIT FROM INBOUND READER TO INBOUND GATE CONTROLLER. SEE ELECTRICAL DRAWINGS FOR CONDUIT SIZE. ACCESS CONTROL -EMPLOYEE / VISITOR GATE (VEHICLE) (1) KEYPAD (INBOUND) (1) CALL BOX WITH CAMERA (INBOUND) ACCESS CONTROL -TRUCK ENTRY GATE (1) CALL BOX WITH CAMERA 1 2 3 4 ACCESS CONTROL -DISPATCH (1) CALL BOX WITH MONITOR (5) GATE CONTROL BUTTONS (3) MAG LOCK RELEASE 5 SEE ELECTRICAL FOR INFORMATION ON CONDUIT6 RFID & ACCESS CONTROL SUMMARY NOTES: COORDINATE GATE SLIDE PATH WITH CURB CUTS & FINISH GRADES. PROVIDE CONCRETE FLUME ENTIRE LENGTH OF OPEN GATE PATH. 7 SEE ELECTRICAL DRAWINGS FOR MORE DETAILED INFORMATION ACCESS CONTROL -MAN GATE #1 (2) KEYPADS: (1) EACH SIDE OF FENCE (1) MAG LOCK WITH CONTROLS BACK TO DISPATCH (2) CALL BOXES WITH CAMERA: (1) EACH SIDE OF FENCE NOTE: THIS EQUIPMENT LAYOUT IS PROTOTYPICAL AND MAY NOT MATCH ACTUAL DRIVE LAYOUT OF THIS SPECIFIC SITE ROAD SIDE INBOUND CHAIN LINK FENCE PROPERTY LINE NOTE: SUPPLY ALL UNDERGROUND CONDUIT W/ PULL STRING (2) WATERPROOF JUNCTION BOXES FOR GATE CONTROLLER ON SECURE SIDE OF FENCE CONDUITS FOR POWER & DATA. SEE ELECTRICAL DRAWINGS. POWER CONDUIT BACK TO BUILDING. SEE ELECTRICAL DRAWINGS. DATA CONDUIT TO RFID. SEE ELECTRICAL DRAWINGS. 30'-0" MAX.15' FROM FENCE8" BOLLARD AT RFID (OFCI) SLIDING GATE COORDINATE PATH W/ CURB CUTS TURN UP CONDUIT FOR GATE ACCESS CONTROL MOUNT (OFOI) ON GOOSENECK CONDUIT TO VIDEO DOOR AIPHONE. SEE ELECTRICAL DRAWINGS. FACILITY (SECURE) SIDE CLOSE LOOP 16' TO 18' FROM FENCETURN UP CONDUIT FOR RFID. PLACE PERPENDICULAR TO TRAILER PATH AND ADJACENT TO CURB CUT CURB AT GATE TO ALLOW BOTTOM OF GATE TO BE NO MORE THAN 4" ABOVE ASPHALT DATA CONDUIT BACK TO BUILDING. SEE ELECTRICAL DRAWINGS. ROAD SIDE OUTBOUND CHAIN LINK FENCE PROPERTY LINE CONDUIT TO RFID (FOR POWER & DATA). SEE ELECTRICAL DRAWINGS. (2) WATERPROOF JUNCTION BOXES FOR GATE CONTROLLER ON SECURE SIDE OF FENCE POWER & DATA CONDUIT. SEE ELECTRICAL DRAWINGS. POWER CONDUIT BACK TO BUILDING. SEE ELECTRICAL DRAWINGS. TURN UP CONDUIT FOR RFID. PLACE PERPENDICULAR TO TRAILER PATH AND ADJACENT TO CURB (2) WATERPROOF JUNCTION BOXES FOR GATE CONTROLLER ON SECURE SIDE OF FENCE CLOSE LOOP SLIDING GATE. COORDINATE PATH W/ CURB CUTS FACILITY (SECURE) SIDE 15'-0" PREFERRED5'-0" TO 15'-0"FREE EXIT OPEN LOOP 8" BOLLARD (OFCI) CUT CURB AT GATE TO ALLOW BOTTOM OF GATE TO BE NO MORE THAN 4" ABOVE ASPHALT DATA CONDUIT BACK TO BUILDING. SEE ELECTRICAL DRAWINGS. OUTBOUND SEE CIVIL DRAWINGS INBOUND NOTE: OWNER WILL POUR RFID READER FOOTINGS AND PROVIDE THE MOUNTING POLES AND BASES. OWNER WILL PROVIDE THE PROTECTIVE BOLLARDS FOR THEM. CONTRACTOR TO INSTALL AND PAINT BOLLARDS. GATE FLUME GATE FLUME @ EMPLOYEE LOT MIN 13' - 0" @ EMPLOYEE LOT MIN 13' - 0"15' - 0"15' - 0"15' - 0"15' - 0"SAFETY LOOP 1. GENERAL CONTRACTOR TO CONFIRM IF SIGN IS IN SCOPE OF PROJECT WITH OWNER AT BEGINNING OF PROJECT. 2.CONFIRM SIGN DESIGN WITH OWNER PRIOR TO CONSTRUCTION. 3.CONTRACTOR TO VERIFY COMPLIANCE OF FINAL SIGN DESIGN WITH ALL LOCAL ORDINANCES AND REQUIREMENTS. 4.ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3500 PSI 5.SIGN IS DESIGNED TO WITHSTAND A MIN. 30 LBS/SF WIND LOAD 6.PROVIDE SIGN LETTERING BOTH SIDES OF SIGN 7.ALL LETTERS AND NUMBERS TO BE BLACK SIGN NOTES POURED IN PLACE CONCRETE SIGN 2" BEVEL CAST INTO CONCRETE 8 1/2" PIN-MOUNTED METALLIC SIGN LETTERS "MEMPHIS LT STD, EXTRA BOLD" FONT STYLE 7" PIN-MOUNTED METALLIC SIGN LETTERS "MEMPHIS LT STD, MEDIUM" FONT STYLE EXPOSED CONCRETE SHALL HAVE A SANDED AND RUBBED FINISH, PAINT TO MATCH CONC WALL PANELS 32" DIAMETER ROUND ODFL LOGO CAST INTO CONCRETE. PAINT LOGO WITH STANDARD ODFL LOGO COLORS. SEE DETAIL FOR SPECIFIC COLORS.COLOR A6' - 4"COLOR A 14' - 8" OLD DOMINION FREIGHT LINE 4317 FINISHED GRADE 11" 8"1' - 4"8" 1/2" CHAMFERED EDGE ON ALL SIDES OF SIGN PANEL 2 LAYERS OF CONTINUOUS #4 BARS POURED IN PLACE CONCRETE SIGN #4 VERT. BARS EXTENDING FROM SIGN INTO CONCRETE BASE FINISHED GRADE #4 STIRRUPS AT 24" #4 BARS CONTINUOUS CONCRETE FOOTING. #4 BARS @ 24" C/C9 3/4"3 1/2"5' - 2 3/4"3/4"3/4" 2' - 2 67/256"3' - 6"1' - 6"COLOR B4' - 0"3' - 10" COLOR B 10' - 0"10" CHAMFER 2" 1' - 2" 8 1/2" 4' - 8" 2' - 8"2' - 0"3"(3) #5 BARS CONT. #4 BARS EXTENDING UP FROM FOOTING UP INTO CONC. BASE @ 24" O.C. 8"14' - 8"8"1' - 0"B.O. FOOTING TO BE @ FROST DEPTH ELEVATION SEE STRUCTURAL DRAWINGS 28' TRAILER 53' TRAILERLIGHTPOLEELECTRIC FENCE BY OWNER BARBWIRE TOPPED CHAINLINK FENCE CONCRETE LANDING PAD8' - 0"1' - 0"12' - 0" TO EDGE OF CURB 12' - 0" CLEAR - NO CONDUIT 2' - 0" 17' - 0" 37' - 6" 1' - 0" CONCRETE LANDING PADS ONLY NEEDED AT PARKING LOCATIONS IF SITE IS PAVED WITH ASPHALT SEE SITE LAYOUT PLAN SLIDING GATE FLUME -SEE DETAILS &7 /A1.3 13 /A1.3 GATE OPERATOR ON SECURE SIDE VEHICLE GATE -SEE DETAIL 2 /A1.3GATE ACCESS CONTROL SEE DETAIL 6 /A1.3 GATE OPERATOR ON SECURE SIDE -SEE DETAIL EMPLOYEE PARKING AREA RFID READER. SEE DETAIL CLOSE LOOP VEHICLE GATE -SEE DETAIL 2 /A1.3 VEHICLE GATE -SEE DETAIL 9 /A1.3 EMPLOYEE GATE GOOSENECK ACCESS PEDESTAL. SEE DTL. 2 /A1.3 HEATER POST SEE DTL. 5 /A1.3 10 /A1.3 FENCE -SEE DTL.4 /A1.3 2 /A1.3 FREE EXIT LOOP SAFETY LOOP CLOSE LOOP GATE OPERATOR ON SECURE SIDE -SEE DETAIL 2 /A1.3 CLOSE LOOP FREE EXIT LOOP CLOSE LOOP (KEEP OUT OF EMPLOYEE LOT MAIN AISLE) SAFETY LOOP GATE OPERATOR ON SECURE SIDE - SEE DTL. 2 /A1.3 GATE FLUME GATE FLUME 8" BOLLARDS 4'-0" O.C. ALL AROUND 3 SIDES OF ISLAND CONEX BOX ON CONC. PAD LOUVER & FAN ON CONEX BY FUEL VENDOR. GC TO VERIFY SCOPE WITH OWNER. SET C.L. OF BOLLARDS 36" IN FRONT OF VAN STALLS ABOVE GROUND FUEL TANK & PUMP -SEE FUEL VENDOR DWGS. DEF TANK -SEE VENDOR DRAWINGS FROST PROOF HOSE BIB. SEE PLUMBING DRAWINGS FIRE EXTINGUISHER CABINET SUPPLIED & INSTALLED BY FUEL ISLAND (F.E. IS OFCI) 20'-0" X 20'-0" CONC. PAD IN FRONT OF FUEL AREA. SEE CIVIL AND FUEL VENDORS DRAWINGS FOR PAD & DRAIN EXTERIOR VACUUM -SEE FUEL VENDOR DRAWINGS PRE-ENGINEERED METAL CANOPY OVER CONC. PAD. SEE FUEL VENDORS DRAWINGS. (G.C. TO PAINT COLUMNS WHITE) UNDERGROUND OWS -SEE FUEL VENDOR DRAWINGS Project No. The Architect hereby reserves its common law copyright and other property rights in these plans, ideas and designs which are not to be reproduced, changed or copied in any form or manner whatsoever; nor are they to be assigned to any third party without first obtaining the express written permission from the Architect. The drawing is not final or to be used for construction until signed by the Architect. Sheet Name: Sheet Number:OLD DOMINION FREIGHT LINELAKEVILLE, MNA New Service Center for:MN LICENSE #48101 - EXP 06/30/22 SCHWOB BUILDING COMPANYContractor:2349 Glenda Ln Dallas, Tx 752297/14/2021 3:48:55 PMA1.2 SITE DETAILS 21019.0022050 GARVEY LANE,LAKEVILLE, MN 550441" = 10'-0"3 TYP. EQUIP. LAYOUT AT VEHICLE ENTRY/EXIT 1/2" = 1'-0"1 CONCRETE SIGN DETAIL 1/4" = 1'-0"4 TRAILER STORAGE/FENCE SECTION 1" = 20'-0"2 ENLARGED SITE ENTRY PLAN 1" = 10'-0"5 ENLARGED FUEL ISLAND PLAN 1 1 1 1 1 FINAL SET 05.17.21 REV 1 07.16.21