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Admin Approval 10-18-22 Site Plan20' PRIVATE LANDSCAPE EASEMENT INST. NO. 200600303588 O.P.R.D.C.T. EXISTING 15' ONCOR ELECTRIC EASEMENT REFER TO ELECTRICAL PLANS BENCH 24' FIRELANE EASEMENT VOL. 98193, PG. 31 O.P.R.D.C.T. CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT GRATE INLET SCREENING WALL CONCRETE PAVEMENT RAMP METAL STAIRS (TYP) METAL STAIRS (TYP) METAL STAIRS & RAMP (TYP)METAL STAIRS & RAMP (TYP)XCHAIN LINK FENCE TRANSFORMER & A/C UNITS 200525.927TBM XS 201528.578TBM XS 1317526.082FH FL 8=528.6± 1361528.415FCL 1363528.003FCL 1365527.936FCL 1371528.486FCL FL 8=528.7± 1402528.261WM FL 8=528.8± FL 6=528.9± FL 6=528.7± 1498527.052PS5 B 1503526.998PS5 1508526.654PS5 1513526.615PS5 END 1558527.784ICV FL 6=528.8± 1639526.985ICV 5 2 6 5 2 7 5 2 8 52 6 5 2 7 525 526 525526 526 526526 526 528528528528 527 527 528 525 BM#200 BM#201 EXISTING STORM DRAIN OUTFALL REFER TO PLUMBING PLANS N0°20'05"W 3.71' S89°39'55"W 59.09' N0°20'05"W 22.43' S89°39'55"W 747.04'N0°45'27"W460.70'N89°39'55"E 1268.00'S29°15'56"E 14.51' ∆=4°54'51" R=950.00' L=81.48' CB=S34°42'30"W C=81.45'S37°09'55"W170.92'∆=25°34'12" R=1050.00' L=468.59' CB=S24°22'49"W C=464.72' ∆=20°23'42" R=160.00' L=56.95' CB=N73°05'23"W C=56.65' ∆=10°24'01" R=312.00' L=56.63' CB=N68°05'32"W C=56.56' N73° 1 7 ' 3 3 " W 38.98 ' NOTES BY NUMBER - SITE PLANDEMOLISH EXIST. PAVING FOR NEWELEVATED CONC. PAD. RE:CIVIL/STRUCTURAL FOR DEMOLITIONEXTENTS.REMOVE PREFABRICATED METAL RAMP,LANDING AND STAIR. PRESERVE,PROTECT AND PREP FOR RELOCATION TOLOCATION DESIGNATED ONARCHITECTURAL SITE PLAN.EXISTING GENERATOR YARD.LINE OF PLATFORM ABOVE, RE:STRUCTURALNEW TRANSFORMER YARD, RE: CIVIL &ELEC.RE: STRUCTURAL FOR CONCRETE PADDIMENSIONS.RELOCATED PREFABRICATED METALRAMP, LANDING, AND STAIR.COOLER/FREEZER PAD RE: STRUCTURALFOR CONCRETE PAD DIMENSIONS.(PHASE 2)HVAC STEEL PLATFORM FOR POD B.LOCATION TO BE FINALIZED IN PH2.DOCK DOOR. SITE LEGENDDEMOLISHEXISTING PAVINGNOT IN CONTRACT.PHASE 2 SCOPE. NOTES BY NUMBER - SITE PLANDEMOLISH EXIST. PAVING FOR NEWELEVATED CONC. PAD. RE:CIVIL/STRUCTURAL FOR DEMOLITIONEXTENTS.REMOVE PREFABRICATED METAL RAMP,LANDING AND STAIR. PRESERVE,PROTECT AND PREP FOR RELOCATION TOLOCATION DESIGNATED ONARCHITECTURAL SITE PLAN.EXISTING GENERATOR YARD.LINE OF PLATFORM ABOVE, RE:STRUCTURALNEW TRANSFORMER YARD, RE: CIVIL &ELEC.RE: STRUCTURAL FOR CONCRETE PADDIMENSIONS.RELOCATED PREFABRICATED METALRAMP, LANDING, AND STAIR.COOLER/FREEZER PAD RE: STRUCTURALFOR CONCRETE PAD DIMENSIONS.(PHASE 2)HVAC STEEL PLATFORM FOR POD B.LOCATION TO BE FINALIZED IN PH2.DOCK DOOR. SITE LEGENDDEMOLISHEXISTING PAVINGNOT IN CONTRACT.PHASE 2 SCOPE.FIBFIBFIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIBFIBFIBFIBFIB FIB FIB FIBFIBFIBFIBFIBFIBUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE PROPOSED 15' ONCOR ELECTRIC EASEMENT (REFER TO ELECTRICAL PLANS) DEDICATE BY A SEPARATE INSTRUMENT ±67.9'±76.7' ±8.6' ±49.7' ±128.8' ±164.2' ±30.2'±24.8'±62.0'±18.0'±19.1'±18.0'±30.7'S ROYAL LANENORTHPOINT DRIVE PROPOSED CONCRETE PAD REFER TO STRUCTURAL PLANS PROPOSED CONCRETE PAD AND WALK-IN COOLER. REFER TO STRUCTURAL AND ARCHITECTURAL PLANS FOR SCREEN WALLS PROPOSED STAIRS REFER TO ARCHITECTURAL PLANS PROPOSED CURB PROPOSED CONCRETE PAD AND WALK-IN COOLER REFER TO STRUCTURAL AND ARCHITECTURAL PLANS FOR SCREEN WALL PROPOSED DUMPSTER ENCLOSURE. REFER TO STRUCTURAL PLANS PROPOSED LOCATION OF DOCK DOOR REFER TO ARCHITECTURAL PLANS REMOVE STRIPING OF 2 PARKING STALLS REMOVE STRIPING OF 5 PARKING STALLS REMOVE STRIPING OF 6 PARKING STALLS REMOVE STRIPING OF 18 PARKING STALLS REMOVE STRIPING OF 8 PARKING STALLS PROPOSED HVAC STEEL PLATFORM REFER TO STRUCTURAL AND ARCHITECTURAL PLANS FOR SCREEN WALL EXISTING GENERATOR REMOVE STRIPING OF 7 PARKING STALLS PROPOSED HVAC STEEL PLATFORM. REFER TO STRUCTURAL AND ARCHITECTURAL PLANS FOR SCREEN WALL PROPOSED STORM DRAIN OUTFALL REFER TO PLUMBING PLANS PROPOSED FIBER LINE TO BE INSTALLED BY LUMEN PROPOSED FIBER LINE TO BE INSTALLED BY LUMEN PROPOSED TRANSFORMER PAD REFER TO ELECTRICAL PLANS PROPOSED ELECTRICAL UTILITY FEED. REFER TO ELECTRICAL PLANS. REMOVE STRIPING OF 8 PARKING STALLS PROPOSED STORM DRAIN ROUTING TO DROP DOWN REFER TO PLUMBING PLANS PROPOSED REMOVAL OF ADA PARKING STALL REMOVE STRIPING OF 12 PARKING STALLS REMOVE STRIPING OF 3 PARKING STALLS NO PARKING ZONE STRIPING AREA NO PARKING ZONE STRIPING AREA REMOVE STRIPING OF 22 PARKING STALLS PROPOSED LOCATION OF DOCK DOOR REFER TO ARCHITECTURAL PLANS EXISTING RAMP TO BE REMOVED EXISTING STAIRS TO REMAIN LOT 1R1, BLOCK 1 FREEPORT NORTH INST. NO. 200600303588 O.P.R.D.C.T. LOT 1R2, BLOCK 1 FREEPORT NORTH ZONING: COMMERICAL 15.577 AC 678,541 S.F.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED10/17/2022 2:14 PMPLOTTED BYMAHADIN, TARIQ 10/17/2022 2:29 PMDWG PATHK:\LAC_DS\064605300-BRANDT COPPELL\CAD\PLAN SHEETSDWG NAMEC-SITE.DWG , [ SP-1 SITE PLAN ]IMAGES xAerial :XREFS x2436 : xAsBuilt : xExUtil : xSite : xSurv : xBndyCITY OF COPPELL, TEXAS08/22/2022064605300Engineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY 07/28/2022125676 JOSEPH A. FRACCARO PATHGROUP LABSPREPARED FORTHE BRANDT COMPANIES© 2022 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 214-420-5600WWW.KIMLEY-HORN.COM TX F-9282201 WEST ROYAL LANE, SUITE 275IRVING, TX 75063TKMSITE PLANSP-1 0 GRAPHIC SCALE IN FEET SCALE @ 24"x36" 2550 50 50 SITE PLAN PATHGROUP LABS BLOCK 1, LOT 1R1 C.S. DUNNAGAN SURVEY, ABSTRACT NO. 1655 CITY OF COPPELL, DALLAS COUNTY, TEXAS NORTH THIS SITE PLAN IS FOR CITY REVIEW ONLY TO ILLUSTRATE COMPLIANCE WITH ZONING AND DEVELOPMENT REGULATIONS. IT IS NOT INTENDED FOR CONSTRUCTION PURPOSES. SITE DATA SUMMARY TABLE EXISTING PROVIDED PARKING COUNT 823 CARS (INCL. 18 H.C.) REMOVED PARKING COUNT 91 CARS (INCL. 1 H.C.) TOTAL PARKING PROPOSED 732 CARS (INCL. 17 H.C.) PROPERTY LINE PROPOSED SS MANHOLE EXISTING SS MANHOLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED WATER METER PROPOSED CURB INLET HANDICAP PARKING STALL LOADING ZONE / CROSSWALK CURB RAMP LEGENDLEGEND SITE DATA SUMMARY TABLE NOTE: PARKING INFORMATION COLLECTED FROM AVAILABLE AERIAL PHOTOGRAPHY. EXACT PARKING COUNTY MAY VARY. KIMLEY-HORN AND ASSOCIATES, INC. 2201 WEST ROYAL LANE SUITE 275 IRVING, TEXAS 75063 PHONE:469-965-4908 CONTACT: TARIQ K. MAHADIN EMAIL: TARIQ.MAHADIN@KIMLEY-HORN.COM ARCHITECT BREIT INDUSTRIAL CANYON TX1W02 LINK LOGISTICS REAL ESTATE 13727 NOEL ROAD, SUITE 750 DALLAS, TX 75240 PHONE: 469-501-6120 EMAIL: HNORTH@LINKLOGISTICS.COM OWNER MODUSarchitecture 211 N. ERVAY, STE 601 DALLAS, TX 75201 PHONE: 314-302-6864 EMAIL: FRANK@MODUSARCHITECTURE.COM APPLICANT / ENGINEER BUILDING AREA: 125,103 SF SITE COVERAGE: AREA = 534,917 SF (12.28 AC) FOOTPRINT = 125,103 SF SITE COVERAGE = 23.39% BUILDING HEIGHT: 30.0' CURRENT ZONING: LI - LIGHT INDUSTRIAL SITE INFORMATION NOTE: SITE INFORMATION DATA WAS OBTAINED FROM RECORD DRAWING PREPARED BY PACHECO KOCH DATED DEC 14 2005 AND APPROVED BY THE CITY OF COPPELL MAY 6 2006. S S GENERAL NOTES EQUIPMENT WILL BE COVERED WITH SCREEN WALL AS NOTED. REFER TO ARCH & MEP PLANS FOR EXACT LOCATION AND DETAILS. EXISTING BUILDING AREA: ~125,103 SF ADDITION BUILDING AREA: ~2,544 SF NEW BUILDING AREA (EXISTING AREA + ADDITION AREA): ~127,856 WAREHOUSE - 12,144 SF LAB - 45,000 SF OFFICE (REMAINDER) - 70,712 SF TOTAL - 127,856 SF PARKING REQUIREMENTS: WAREHOUSE 1 PARKING SPACE FOR EACH 1,000 SQ.FT LAB / OFFICE SPACE 1 PARKING SPACE FOR EACH 300 SQ.FT 1 / EMPLOYEE / SHIFT = 85 EMPLOYEES (85 PARKING SPOTS REQUIRED) WAREHOUSE 12,144 / 1000 = 12 PARKING SPOTS REQUIRED LAB / OFFICE SPACE (45000+70712) / 300 = 386 PARKING SPOTS REQUIRED TOTAL PARKING REQUIRED PER CODE 398 CURRENT PROVIDED 732 PARKING SPOTS (INCLUDING 17 H.C.) ADDITIONAL SITE INFORMATION ADMINISTRATIVELY APPROVED October 18, 2022