Laserfiche WebLink
a <br />a • • •• • <br />4 <br />• <br />• <br />• <br />n <br />• • 4 <br />• <br />4 • d•• <br />• a • <br />b <br />♦ ♦ • A • • <br />• <br />• s <br />E ♦ d <br />• <br />• <br />• <br />.a n ♦ <br />d <br />♦ 4. <br />• -• e <br />• <br />4 <br />• d <br />• <br />Ad <br />♦4 <br />' <br />4 A A Aa <br />•mod <br />• <br />SITE DATA <br />CURRENT ZONING: 1-1 LIGHT INDUSTRIAL DISTRICT <br />PROPOSED ZONING: 1-1 LIGHT INDUSTRIAL DISTRICT <br />0 <br />30 60 <br />SCALE IN FEET <br />CD <br />101 <br />co <br />cn <br />co <br />CO <br />121 <br />cn <br />co <br />CO <br />co <br />cn <br />co <br />co <br />co <br />‘-‘-‘-4-.+136 <br />cn <br />2q.o' <br />00 <br />• <br />123 <br />124 <br />125 <br />126 <br />110 <br />112 <br />145.07 <br />/30.1 /// <br />868.82 <br />8 <br />20' BUILDING SETBACK <br />5' PARKING SETBACK <br />+ 133 <br />S89°30'12"E 136.7 <br />ity <br />• <br />1-55 <br />• <br />1-6 <br />157 <br />o <br />AAI <br />• <br />MATCH EXISTING CURB & GUTTER <br />LI\ <br />no <br />49.58 <br />4 <br />• <br />• <br />99 <br />• <br />• <br />• <br />• <br />86°40'44"E <br />AMENITY AREA - <br />(SEE LANDSCAPE) <br />NITROGEN TANK PAD <br />(COORDINATE W/ <br />FENCE <br />(SEE LANDSCAPE) <br />CAST IN PLACE <br />RETAINING WALL-TYP. <br />(SEE DETAIL) <br />35.08 <br />N87°38'05"E <br />MATCri&IIS,Tric BITUMINOUS PAVEMENT <br />(SE ELECTRICAL) <br />Vacated 140th AveNW <br />• <br />• <br />110, <br />c'Pi//// <br />• <br />• <br />.4 NV53• 1 <br />io <br />44.13 <br />0 <br />• <br />4'R <br />10'R <br />10'R - <br />4'R <br />OD <br />FENCE AND GATE <br />(SEE LANDSCAPE) <br />CONCRETE PAVEMENT-TYP. <br />(SEE DETAIL) <br />CONCRETE PAVEMENT-TYP. <br />(SEE DETAIL) <br />(SEE DETAIL) <br />(SEE DETAIL) <br />CONCRETE PAVEMENT-TYP. <br />(SEE DETAIL) <br />HEAVY-DUTY BITUMINOUS PAVEMENT-TYP. <br />(SEE DETAIL) <br />BITUMINOUS PAVEMENT-TYP. <br />(SEE DETAIL) <br />CONCRETE SIDEWALK-TYP. <br />(SEE DETAIL) <br />B612 CURB & GUTTER-TYP. <br />(SEE DETAIL) <br />PROPOSED <br />BUILDING <br />FFE=868.80 <br />ADA PARKING STALL STRIPING-TYP. <br />(SEE DETAIL) <br />ADA PARKING SIGN/BOLLARD COMBO-TYP. <br />(SEE DETAIL) <br />BOLLARD-TYP. <br />(SEE DETAIL) <br />ieSe <br />ieSd <br />ADA ACCESS AISLE STRIPING-TYP. <br />(SEE DETAIL) <br />80'R <br />18.0' <br />10'R <br />24.0' <br />SURMOUNTABLE CURB & GUTTER-TYP. <br />(SEE DETAIL) <br />ieSe <br />18Sd <br />30.0' <br />18S8 <br />'- CONCRETE TRANSFORMER PAD <br />(COORDINATE W/ MECHANICAL & ELECTRICAL) <br />18.0' <br />7'R 10'Rr- <br />• <br />ad <br />i20' BUILDING & PARKING SETBACK <br />co <br />1.90 <br />5'R r <br />3'R <br />ONE <br />WAY <br />10 <br />10 <br />10'R <br />NO°29'15"W 260.12 <br />YP <br />4'R 5'R <br />20' BUILDING SETBACK <br />N89°30'45"E <br />49 <br />5'R <br />it <br />1 <br />36.0' <br />9.0' 3'R <br />TYP. <br />18Sd <br />18S8 <br />5'R <br />JIO'R <br />INFILTRATION BASIN 3P <br />NWL=DRY <br />HWL=862.32 <br />BASIN BOTTOM=857.00 <br />fosd <br />20' BUILDING SETBACK <br />5' PARKING SETBACK <br />5' PARKING SETBACK <br />20.0' - <br />INFILTRATION' <br />NWAsiRRY <br />iTC*1011WAlt E <br />/ HWL=863.71 <br />BOTTOM=859.3 <br />r CO <br />03 <br />CO <br />cn <br />co <br />co <br />co <br />co <br />MOTORCYCLE PARKING <br />SIGN(2)-TYP. (SEE DETAIL) <br />nt <br />cn <br />03 <br />co <br />cn <br />CO <br />CO <br />co <br />cn <br />CO <br />03 <br />cn <br />co <br />co <br />cn <br />co <br />co <br />cn <br />co <br />co <br />cn <br />03 <br />CO <br />OJ <br />co <br />cn <br />OJ <br />co <br />cn <br />OJ <br />cn <br />co <br />co <br />OJ <br />CO <br />co <br />co <br />cn <br />03 <br />cn <br />co <br />cn <br />cn <br />rr <br />PROPERTY AREA (GROSS): <br />RIGHT OF WAY AREA: <br />LOT AREA: <br />EXISTING IMPERVIOUS AREA: <br />PROPOSED IMPERVIOUS AREA: <br />DISTURBED AREA: <br />11.501 AC <br />0.299 ± AC <br />7.027 ± AC (62.7%)* <br />5.797 ± AC <br />20 + *IMPERVIOUS AREA IS BASED ON LOT AREA <br />417 <br />DEVELOPMENT AND DESIGN STANDARDS <br />FLOOR AREA RATIO: 0.294 MAXIMUM <br />BUILDING HEIGHT: 29 FT 2 IN MAXIMUM <br />YARD (BUILDING) SETBACKS: <br />FRONT <br />SIDE <br />REAR <br />OFF-STREET PARKING SETBACKS: <br />FROM PUBLIC RIGHTS -OF -WAY <br />SIDE <br />REAR <br />20 FT MINIMUM <br />20 FT MINIMUM <br />20 FT MINIMUM <br />20 FT MINIMUM <br />5 FT MINIMUM <br />5 FT MINIMUM <br />MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): <br />PARKING SPACE WIDTH = 9 FT <br />PARKING SPACE LENGTH = 18 FT <br />DRIVE LANE WIDTH = 24 FT <br />OFF-STREET PARKING CALCULATIONs <br />MANUFACTURING TOTAL: 127,965 SF @ 1 STALL PER 1000 SF <br />= 127 STALLS <br />OFFICE TOTAL: 18,820 SF @ 1 STALLS PER 300 SF = 62 STALLS <br />TOTAL PARKING REQUIRED = 189 STALLS <br />EXISTING PARKING = 113 STALLS <br />PARKING REMOVED = -28 STALLS <br />PROPOSED SURFACE PARKING = 183 STALLS <br />TOTAL PARKING PROVIDED = 268 STALLS** <br />**PARKING TOTAL OF 269 STALLS DOES NOT INCLUDE 8 STALLS FOR MOTORCYLE PARKING <br />ACCESSIBLE PARKIN6 <br />EXISTING ACCESSIBLE PARKING: <br />REMOVED ACCESSIBLE PARKING: <br />PROPOSED SURFACE ACCESSIBLE PARKING: <br />PROPOSED GARAGE ACCESSIBLE PARKING: <br />TOTAL <br />REQUIRED ACCESSIBLE PARKING: 7 STALLS** <br />3 STALLS <br />-1 STALLS <br />5 STALLS <br />0 STALLS <br />7 STALLS <br />**REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 201 TO 301 STALLS <br />SITE NOTES <br />1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND <br />INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) <br />AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. <br />2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT <br />ADA STANDARDS AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. <br />3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE <br />NOTED. <br />4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE <br />NOTED. <br />5. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF <br />CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO <br />DRIVEWAYS AND SIDEWALKS. <br />6. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. <br />7. REFER TO THE DRAFT GEOTECHNICAL REPORT PREPARED BY AMERICAN ENGINEERING <br />TESTING, DATED AUGUST 11, 2025 FOR AN EXISTING SUBSURFACE SITE CONDITION <br />ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED <br />TO PAVEMENTS AND EXTERIOR SLABS. <br />SIGNAGE AND STRIPING Nu! tS <br />1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS <br />SHOWN ON THIS PLAN. <br />2. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH <br />LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. <br />3. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN <br />WHITE OR YELLOW PAINT. <br />4. ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE <br />REQUIRED. <br />5. ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED <br />AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED <br />YELLOW. REFER TO DETAIL(S). <br />6. ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, <br />PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF <br />APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION <br />BETWEEN LANES TO CURB. <br />7. ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. <br />NOTE: <br />EXISTING CONDITIONS INFORMATION <br />SHOWN IS FROM A BOUNDARY & <br />TOPOGRAPHIC SURVEY PREPARED BY <br />LEGEND <br />EXISTING <br />0 <br />0 <br />FAA <br />ELE <br />FO <br />GAS <br />TEL <br />OH <br />.972.5 <br />ox <br />CATCH BASIN <br />STORM MANHOLE <br />FLARED END SECTION <br />SANITARY MANHOLE <br />HYDRANT <br />GATE VALVE <br />POST INDICATOR VALVE <br />WATER MANHOLE / WELL <br />LIGHT POLE <br />POWER POLE <br />ELECTRIC METER <br />GAS METER <br />TELEPHONE PEDESTAL <br />SIGN <br />BENCHMARK <br />SOIL BORING <br />PARKING STALL COUNT <br />ACCESSIBLE PARKING STALL <br />STORM SEWER <br />DRAINTILE <br />SANITARY SEWER <br />FORCEMAIN <br />WATERMAIN <br />SANITARY SEWER SERVICE <br />WATER SERVICE <br />UNDERGROUND ELECTRIC <br />UNDERGROUND FIBER OPTIC <br />UNDERGROUND GAS <br />UNDERGROUND TELEPHONE <br />OVERHEAD UTILITY <br />FENCE <br />CHAIN LINK FENCE <br />CONCRETE CURB <br />RETAINING WALL <br />CONCRETE <br />NO PARKING <br />BUILDING <br />CONTOUR <br />SPOT ELEVATION <br />DIRECTION OF FLOW <br />TREE LINE <br />PARKING SETBACK LINE <br />BUILDING SETBACK LINE <br />CURB TYPts <br />PROPOSED <br />• <br />4 <br />• <br />0 <br />ELE <br />FO <br />GAS <br />TEL <br />OH <br />B612 CURB & GUTTER (STANDARD) <br />B612 CURB & GUTTER (TIP OUT) <br />FLAT CURB & GUTTER (STANDARD) <br />FLAT CURB & GUTTER (TIP OUT) <br />SURMOUNTABLE CURB & GUTTER (STANDARD) <br />SURMOUNTABLE CURB & GUTTER (TIP OUT) <br />NOTE: <br />SEE CURB & GUTTER DETAILS ON SHEET C8-1. <br />PAVEMENT TYPES <br />4 <br />Y,/4.74 CONCRETE PAVEMENT <br />ICONCRETE SIDEWALK <br />BITUMINOUS PAVEMENT <br />HEAVY DUTY BITUMINOUS PAVEMENT <br />NOTE: <br />SEE PAVEMENT SECTIONS ON SHEET C8-1 FOR TYPE AND DEPTH <br />CALL BEFORE YOU DIG! <br />Gopher State One Call <br />TWIN CITY AREA: 651-454-0002 <br />TOLL FREE: 1-800-252-1166 <br />WARNING: <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL <br />EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN <br />MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. <br />0 <br />0 <br />0 <br />u_ <br />0 <br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT <br />LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, <br />CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE <br />DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED <br />DURING CONSTRUCTION AT NO COST TO THE OWNER. <br />por)e <br />IP% DESIGN <br />GROUP <br />POPE DESIGN GROUP <br />767 N. EUSTIS STREET, SUITE 190 <br />ST. PAUL, MINNESOTA 55114 <br />651.642.9200 <br />WWW.POPEDESIGN.COM <br />2025 OFFICE <br />A\D <br />PRODUCTION <br />ADDITION <br />6151 140TH AVE NW <br />RAMSEY, MN 55303 <br />mu LOUCKS <br />PLANNING <br />CIVIL ENGINEERING <br />LAND SURVEYING <br />LANDSCAPE ARCHITECTURE <br />ENVIRONMENTAL <br />Plymouth, MN 55441 <br />763.424.5505 <br />LOUCKS PROJECT NO. 250341 <br />SITE PLAN <br />ISSUES & REVISIONS <br />SD PRICING SET <br />VARIANCE APP. RESUBMITTAL <br />DATE <br />08/29/2025 <br />09/08/2025 <br />I hereby certify that this plan, specification, or <br />report was prepared by me or under my direct <br />supervision and that I am a duly Licensed <br />Professional Engineer under the laws of the <br />State of Minnesota <br />TREVOR D. GRUYS - PE <br />Date: XX/XX/2025 Lic No: 53706 <br />COMMISSION NO: <br />DRAWN BY: <br />CHECKED BY: <br />SHEET <br />11726-25090 <br />Author <br />Checker <br />C2-1 <br />TRUE SHEET SCALE <br />0" 1/2" 1" <br />