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Gateway BP(1.7)-PN210503This 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 4/2/2021 10:06 AMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 10:18 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-COVR.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIESWARNING: EXISTING UTILITIES SHOWN ARE BASED ONAVAILABLE RECORD DRAWINGS AND ABOVE GROUNDFIELD SURVEY DATA, THEREFORE THERE MAY BEUTILITIES PRESENT THAT ARE NOT SHOWN ON THESECONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFYPRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIORTO CONSTRUCTION AND USE CAUTION DURINGCONSTRUCTION. NOTIFY ENGINEER AND OWNER OF ANYDISCREPANCIES.Know what's below. Call before you dig.04/23/2021BM #100: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON TOPO F A CONCRETE CURB OF A MEDIAN NOSE ON THE EAST SIDE OFEXCHANGE CIRCLE LOCATED APPROXIMATELY 420 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD.ELEV. = 523.24BM #101: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 890 FEET EAST OF THECENTERLINE OF EXCHANGE CIRCLE AND 350 FEET NORTH OF GATEWAYBOULEVARD.ELEV. = 519.63BM #102: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 850 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD AND 420 FEET WEST OF THECENTERLINE OF FREEPORT PARKWAY.ELEV. = 520.23BENCHMARKSCOVER SHEETC-00113455 NOEL ROADTWO GALLERIA OFFICE TOWER, SUITE 700DALLAS, TEXAS 75240PHONE: 972-770-1300CONTACT: DANIEL P. GALLAGHER, P.E.EMAIL: DAN.GALLAGHER@KIMLEY-HORN.COMTEXAS REGISTERED ENGINEERING FIRM NO. F-928ARCHITECTBROOKFIELD PROPERTIES1180 PEACHTREE ST NE, SUITE 3380ATLANTA, GA 30309ATTENTION: JOHN MORGANEMAIL: JOHN.MORGAN@BROOKFIELDPROPERTIES.COMDEVELOPERMACGREGOR ASSOCIATES ARCHITECTS2727 PACES FERRY RD SEBUILDING TWO, SUITE 1400ATLANTA, GA 30339PHONE: 770-432-9400 VICINITY MAP (NTS)APRIL 2021GATEWAY BUSINESS PARKCITY OF COPPELL, DALLAS COUNTY, TEXASLOT 3A-R2, BLOCK 2CIVIL ENGINEERINGCONSTRUCTION PLANS PREPARED FORPLAN SUBMITTAL LOGENGINEERFIRST CITY SUBMITTAL DECEMBER 18, 2020- NOT FOR CONSTRUCTION-Sheet List TableSheet NumberSheet TitleC-001COVER SHEET--PLATC-002KH GENERAL NOTESC-003KH GENERAL NOTESC-101DEMOLITION PLANC-102DIMENSION CONTROL PLANC-103PAVING PLANC-201GRADING PLAN (SHEET 1 OF 2)C-202GRADING PLAN (SHEET 2 OF 2)C-203GRADING DETAILSC-204EXISTING DRAINAGE AREA MAPC-205PROPOSED DRAINAGE AREA MAPC-206STORM SEWER CALCULATIONS (SHEET 1 OF 3)C-207STORM SEWER CALCULATIONS (SHEET 2 OF 3)C-208STORM SEWER CALCULATIONS (SHEET 3 OF 3)C-209STORM SEWER PLANC-210STORM SEWER PROFILES (SHEET 1 OF 4)C-211STORM SEWER PROFILES (SHEET 2 OF 4)C-212STORM SEWER PROFILES (SHEET 3 OF 4)C-213STORM SEWER PROFILES (SHEET 4 OF 4)C-301SANITARY SEWER PLANC-302SANITARY SEWER PROFILESC-303WATER PLANC-401EROSION CONTROL PLANC-402EROSION CONTROL DETAILSC-501PAVING DETAILSC-502PAVING DETAILSC-601CITY STANDARD DETAILSC-602CITY STANDARD DETAILSC-603CITY STANDARD DETAILSC-604CITY STANDARD DETAILSC-605CITY STANDARD DETAILSC-606CITY STANDARD DETAILSC-607CITY STANDARD DETAILSC-608DRAINAGE DETAILSLP 1.00PLANTING PLANLP 2.00PLANTING DETAILSTP 1.00TREE PROTECTION AND REMOVAL PLANTP 2.00TREE PROTECTION DETAILSLI 1.00IRRIGATION PERFORMANCE PLANGATEWAY BLVDEXCHANGE CIRCLE 100% CD SUBMITTAL FEBRUARY 8, 2021- NOT FOR CONSTRUCTION-THIRD CITY SUBMITTAL MARCH 9, 2021- NOT FOR CONSTRUCTION-FOURTH CITY SUBMITTAL APRIL 2, 2021- NOT FOR CONSTRUCTION-FIFTH CITY SUBMITTAL APRIL 23, 2021CITY OF COPPELLAPPROVED FOR GENERALCONFORMANCE TO THE CITY OFCOPPELL STANDARDS.THE GENERAL APPROVAL DOES NOTRELIEVE THE OWNER, ENGINEER, ORCONTRACTOR FROM COMPLYINGWITH ALL SPECIFIC REQUIREMENTSOF THE CITY OF COPPELLSUBDIVISION ORDINANCE. PRIVATE ACCESS & UTILITY EASEMENT VOL. 2001083, PG. 19 D.R.D.C.T.LOT 1R-2, BLOCK 2HF COPPELL TX LANDLORD, LLCINST. NO. 202000127487 LOT 3B, BLOCK 2,GATEWAY BUSINESS PARKVOL. 2001083 PG. 19LOT 3C-R, BLOCK 2 GATEWAY BUSINESS PARK INST.NO. 20080120800 O.P.R.D.C.T.LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650EXCHANGE CIRCLE (60' R.O.W.)S.A.& M.G. RAILROAD SURVEYABSTRACT NO. 1439S89°40'38"W 881.15'N0°19'10"W777.30'N85°28'50"E 886.78'S0°05'54"E842.20'BSREP III EXCHANGE CIRCLE LLC INST. NO. 202000174319 LOT 3AR, BLOCK 2 LOTS 1R-2 & 3AR, BLOCK 2 GATEWAY BUSINESS PARK INST. NO. 201700235650 ST. LOUIS & SOUTHW E S T E R N R A I L R O A D (100' R.O.W., VOL. 95, P G . 5 1 8 ) 10' T.P.&L. EASEMENT AND GENERAL TELEPHONE COMPANY OF THE SOUTHWEST VOL. 78114, PG. 576 D.R.D.C.T. 15' TEXAS UTILITIES ELECTRIC EASEMENT VOL. 90138, PG. 4289 D.R.D.C.T. (POLES SHALL BE CENTERED 1.0' SOUTH OF PROPERTY LINE & SHALL HAVE SHORT ARMS) 10' T.P.&L. EASEMENT AND GENERAL TELEPHONE COMPANY OF THE SOUTHWEST EASEMENT VOL. 78088, PG. 638 D.R.D.C.T. 30' DRAINAGE AND UTILITY EASEMENT VOL. 2001083, PG. 19 D.R.D.C.T. 20' UNDERGROUND DRAINAGE & UTILITY EASEMENT VOL. 95136, PG. 3876 VOL. 96167, PG. 7179 D.R.D.C.T. 30' DRAINAGE AND UTILITY EASEMENT VOL. 2001083, PG. 19 D.R.D.C.T. 20' DRAINAGE AND UTILITY EASEMENT VOL. 96167, PG. 7179 D.R.D.C.T. (TO BE ABANDONED BY THIS PLAT) 50' PRIVATE ACCESS & UTILITY EASEMENT VOL. 2001085, PG. 19 D.R.D.C.T. TEXAS POWER & LIGHT COMPANY EASEMENT VOL. 2253, PG. 376 D.R.D.C.T. (NO WIDTH DEFINED) ABANDONED PER INST #____________ 20' WATER EASEMENT INST. NO. 20080120800 O.P.R.D.C.T.15' ONCOR ELECTRIC EASEMENT INST. NO. 20080120800 O.P.R.D.C.T. 16.4089 ACRES 714,770 SQ. FT. APPROXIMATE LOCATION OF TEMPORARY DRAINAGE EASEMENT VOL. 96167, PG. 7179 VOL. 99133, PG. 136 D.R.D.C.T. (TO BE ABANDONED BY THIS PLAT) APPROXIMATE LOCATION OF TEMPORARY DRAINAGE EASEMENT VOL. 96167, PG. 7179 VOL. 99133, PG. 136 D.R.D.C.T. (TO BE ABANDONED BY THIS PLAT) 20' UTILITY EASEMENT VOL. 2001083, PG. 19 D.R.D.C.T. LOT 2R, BLOCK 2 GATEWAY BUSINESS PARK VOL. 2000033., PG. 923 PROLOGIS TEXAS II LLCINST. NO. 20080201564N0°19'22"W238.75'C3 C4 C5N0°19'22"W305.11'C6 N89°40'38"E 668.47'S0°19'22"E644.97'C8 S89°40'38"W 689.47'N0°19'22"W254.99'S0°19'22"E254.76'S89°40'38"W 680.47'N0°19'22"W293.99'N89°40'38"E 668.47'S0°19'22"E293.99'S89°40'38"W 689.47' 51.23' 21.13' 33.34'72.47'24' FIRE LANE EASEMENT BY THIS PLAT 24' FIRE LANE EASEMENT BY THIS PLAT 24' FIRE LANE EASEMENT BY THIS PLAT 36' FIRE LANE EASEMENT BY THIS PLAT 24' FIRE LANE EASEMENT BY THIS PLAT 24' FIRE LANE EASEMENT BY THIS PLAT S44°38'26"E 60.67' N89°40'38"E 707.80' N76°36'57"E 66.35' 24' FIRE LANE EASEMENT BY THIS PLAT DRAINAGE AND UTILITY EASEMENT BY THIS PLAT 19.04' 45' DRAINAGE AND SANITARY SEWER EASEMENT VOL. 2001083, PG. 19 D.R.D.C.T. 20' TU ELECTRIC EASEMENT VOL. 2001083, PG. 19 D.R.D.C.T.24' FIRE LANEEASEMENTVOL. 2001083, PG. 19D.R.D.C.T.60' BUILDING SETBACK BY THIS PLAT10 BUILDING SETBACKBY THIS PLAT10 BUILDING SETBACKBY THIS PLATC18 C19 C20 C7 WATER EASEMENT BY THIS PLAT L1L2 L3C1 C2 C9 C10 P.O.B. 5/8" IRFC "HALFF" IRSC XS 5/8" IRFC "HALFF" PROPOSED 15' ONCOR EASEMENT INST. NO. ____________ 20' DRAINAGE EASEMENT VOL. 2001083, PG. 19 D.R.D.C.T. N0°19'22"W 21.63' N85°28'50"E 20.05' S0°19'22"E 23.10' C11 C22 C21 N89°40'38"E 38.59'67.50'DRAINAGE EASEMENT INST. NO. 201700235650 O.P.R.D.C.T. 24' FIRE LANE EASEMENT INST. NO. 201700235650 O.P.R.D.C.T. 24' FIRE LANE EASEMENT INST. NO. 201700235650 O.P.R.D.C.T. 24' FIRE LANE EASEMENT INST. NO. 201700235650 O.P.R.D.C.T. 20' DRAINAGE AND UTILITY EASEMENT VOL. 96167, PG. 7179 N89°40'38"E 531.44' N89°40'37"E 85.24'C17C16C15 C14 C13 C12 CURVE TABLE NO. C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 DELTA 9°01'48" 121°05'18" 25°48'54" 9°36'46" 16°09'32" 90°00'00" 90°00'00" 90°00'00" 53°08'38" 19°36'39" 90°00'00" 90°19'22" 36°51'36" 36°51'36" 37°37'32" 37°37'32" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'07" RADIUS 25.00' 5.00' 82.00' 94.20' 180.42' 60.00' 60.00' 54.00' 30.00' 10.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 36.00' 36.00' 30.00' LENGTH 3.94' 10.57' 36.94' 15.80' 50.88' 94.25' 94.25' 84.82' 27.83' 3.42' 47.12' 47.29' 19.30' 19.30' 19.70' 19.70' 47.12' 47.12' 47.12' 56.55' 56.55' 47.12' CHORD BEARING S54°43'10"E N60°13'17"E N12°35'01"E N20°41'04"E N07°47'21"E S44°40'38"W N45°19'22"W S44°40'38"W S63°06'19"W S26°43'40"W N45°19'22"W S44°50'19"W N71°14'50"E S71°14'50"W N71°30'36"W S71°30'36"E N45°19'22"W S44°40'38"W N45°19'22"W N44°40'38"E S45°19'22"E S44°40'34"W CHORD 3.94' 8.71' 36.63' 15.78' 50.72' 84.85' 84.85' 76.37' 26.84' 3.41' 42.43' 42.55' 18.97' 18.97' 19.35' 19.35' 42.43' 42.43' 42.43' 50.91' 50.91' 42.43' LINE TABLE NO. L1 L2 L3 BEARING N00°19'22"W N89°40'38"E S00°19'22"E LENGTH 14.71' 20.00' 15.04'DWG NAME: K:\DAL_SURVEY\067806208-31 FREEPORT PKWY COPPELL\DWG\067806208-31 FREEPORT PKWY COPPELL_FP.DWG PLOTTED BYBRICK, BRYAN 4/1/2021 1:38 PM LAST SAVED4/1/2021 1:35 PMScale Drawn by JDF/SRD/MGB1" = 50' Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 75240 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 Fax No. (972) 239-3820FIRM # 10115500 JAD APR. 2021 067806208 1 OF 2 GRAPHIC SCALE IN FEET 050 25 50 100 1" = 50'@ 24X36 NORTH FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48113C0135K, for Dallas County, Texas and incorporated areas, dated July 7, 2014, this property is located within Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain". If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. NOTES: The purpose of this replat is to abandon existing and establish new utility easements and fire lane easements to allow for the development of this lot. N.T.S.VICINITY MAP NORTH ENGINEER: KIMLEY-HORN AND ASSOC., INC. 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TEXAS 75240 PHONE: 972-776-1780 CONTACT: DAN GALLAGHER, P.E. dan.gallagher@kimley-horn.com SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TEXAS 75240 PHONE: 972-770-1300 CONTACT: ANDY DOBBS, R.P.L.S. andy.dobbs@kimley-horn.com OWNER: BSREP III EXCHANGE CIRCLE, LLC 1180 PEACHTREE STREET NE SUITE 3380, ATLANTA GEORGIA 30309 PHONE: 212-417-7000 CONTACT: JOHN MORGAN john.morgan@brookfieldproperties.com LEGEND IRF = IRON ROD FOUND IRSC = 5/8-INCH IRON ROD WITH PLASTIC CAP STAMPED "KHA" SET XF = "X" CUT IN CONCRETE FOUND XS = "X" CUT IN CONCRETE SET VOL. = VOLUME PG. = PAGE INST. NO. = INSTRUMENT NUMBER R.O.W. = RIGHT-OF-WAY SQ. FT. = SQUARE FEET D.R.D.C.T. = DEED RECORDS OF DALLAS COUNTY, TEXAS O.P.R.D.C.T. = OFFICIAL PUBLIC RECORDS OF DALLAS COUNTY, TEXAS P.R.D.C.T. = PLAT RECORDS, DALLAS COUNTY, TEXAS FINAL PLAT GATEWAY BUSINESS PARK LOT 3A-R2, BLOCK 2 16.4089 ACRES, "LI" LIGHT INDUSTRIAL BEING A REPLAT OF GATEWAY BUSINESS PARK LOTS 1R-2 & 3A-R, BLOCK 2 DOC #201700235650 DALLAS COUNTY S.A. & M.G. RAILROAD SURVEY, ABSTRACT NO. 1439 CITY OF COPPELL, DALLAS COUNTY, TEXAS DWG NAME: K:\DAL_SURVEY\067806208-31 FREEPORT PKWY COPPELL\DWG\067806208-31 FREEPORT PKWY COPPELL_FP.DWG PLOTTED BYBRICK, BRYAN 4/1/2021 1:38 PM LAST SAVED4/1/2021 1:35 PMScale Drawn by Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 75240 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 Fax No. (972) 239-3820FIRM # 10115500 STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared J. Andy Dobbs, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose therein expressed and under oath stated that the statements in the foregoing certificate are true. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _____________ day of _________________, 20____. _______________________________________ Notary Public in and for the State of Texas "I, _________________________ (Surveyor or Engineer), verify that all franchise utilities have each been contacted and provided a copy of the plat and development proposal and all franchise utility easements and/or abandonments are currently shown." STATE OF TEXAS § COUNTY OF DALLAS § APPROVED AND ACCEPTED: ____________________________________________________ Chairman, Planning and Zoning Commission Date The undersigned, the Planning and Zoning Commission Secretary of the City of Coppell, Texas, hereby certifies that the foregoing plat of Gateway Business Park, Lot 3A-R2, Block 2, an addition to the City of Coppell was submitted to the Planning and Zoning Commission on the ________ day of ___________, 202__, and the Planning and Zoning Commission, by formal action, then and there accepted the dedication of streets, alleys, parks, easements, public places, and water and sewer lines, as shown and set forth in and upon said plat, and said Chairman to note the acceptance thereof by signing his name as hereinabove subscribed. Witness my hand this _____ day of _________, A.D., 20____. ___________________________ Planning and Zoning Commission Secretary, City of Coppell, Texas Floodplain Development Permit Application No. ____________________________ has been filed with the City of Coppell floodplain administrator on _________________________, 20____. ____________________________________________________ Floodplain Administrator Date OWNER'S DEDICATION NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That, BSREP III Exchange Circle LLC, does hereby adopt this plat designating the herein described property as LOT 3A-R2, BLOCK 2, GATEWAY BUSINESS PARK an addition to the City of Coppell, Texas, and does hereby dedicate, in fee simple, to the public use forever the streets shown thereon. The easements shown thereon are hereby reserved for the purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units, garbage and rubbish collection agencies, and all public and private utilities for each particular use. The maintenance of paving on the utility and fire lane easements is the responsibility of the property owner. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the easements shown. Said easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective right or ingress or egress to or from and upon the said easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission of anyone. (Any public utility shall have the right to ingress or egress to private property for the purpose of reading meters and any maintenance or service required or ordinarily performed by the utility). Water main and waste water easements shall also include additional areas of working space for construction and maintenance of the systems. Additional easement area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water services and waste water services from the main to the curb or pavement line, and description of such additional easements herein granted shall be determined by their location as installed. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Coppell, Texas. WITNESS, my hand this the ______ day of _______, 20____. BSREP III Exchange Circle LLC _________________________ ________________ NAME TITLE STATE OF _______________§ COUNTY OF _____________§ BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared _____________________________, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose therein expressed and under oath stated that the statements in the foregoing certificate are true. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _____________ day of _________________, 20____. _______________________________________ Notary Public in and for the State of Texas ENGINEER: KIMLEY-HORN AND ASSOC., INC. 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TEXAS 75240 PHONE: 972-776-1780 CONTACT: DAN GALLAGHER, P.E. dan.gallagher@kimley-horn.com SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TEXAS 75240 PHONE: 972-770-1300 CONTACT: ANDY DOBBS, R.P.L.S. andy.dobbs@kimley-horn.com PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT SURVEYOR’S STATEMENT I, Andy Dobbs , a Registered Professional Land Surveyor in the State of Texas, do hereby certify that I prepared this plat from an actual on the ground survey of the land and that the monuments shown thereon were found and/or placed under my personal supervision in accordance with Platting Rules and regulations of the City of Coppell, Texas. Dated the ___________ day of _________________, 20____. _______________________________________ J. Andy Dobbs Registered Professional Land Surveyor No. 6196 Kimley-Horn and Associates, Inc. 13455 Noel Road Two Galleria Office Tower, Suite 700 Dallas, Texas 75240 Ph. 972-770-1300 andy.dobbs@kimley-horn.com JDF/SRD/MGBNA JAD 067806208 2 OF 2 OWNER: BSREP III EXCHANGE CIRCLE, LLC 1180 PEACHTREE STREET NE SUITE 3380, ATLANTA GEORGIA 30309 PHONE: 212-417-7000 CONTACT: JOHN MORGAN john.morgan@brookfieldproperties.com STATE OF TEXAS § COUNTY OF DALLAS § WHEREAS BSREP III Exchange Circle LLC, is the owner of a tract of land situated in the S.A. & M.G. Railroad Survey, Abstract No.1439, City of Coppell, Dallas County, Texas and being all of Lot 3AR, Block 2 of Lots 1R-2 & 3AR, Block 2, Gateway Business Park an addition to the City of Coppell, Texas according to plat recorded in Instrument No. 201700235650, Official Public Records of Dallas County, Texas and being all of a tract of land described in Warranty Deed to BSREP III Exchange Circle LLC recorded in Instrument No. 202000174319 of said Official Public Records and being more particularly described as follows: BEGINNING at a "X" cut in concrete set for the southwest corner of said Lot 3AR and being in the north line of Lot 3C-R, Block 2, Gateway Business Park an addition to the City of Coppell, Texas according to the plat recorded Instrument No. 20080120800 of said Official Public Records; THENCE with the west line of said Lot 3AR, North 0°19'10" West, a distance of 777.30 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for the northwest corner of said Lot 3AR and being in the south right-of-way line of St. Louis & Southern Railroad (a 100' right-of-way); THENCE with the north line of said Lot 3AR and said south right-of-way line of the St. Louis & Southern Railroad, North 85°28'50" East, a distance of 886.78 feet to a 5/8" iron rod with plastic cap stamped "HALFF" found for the northeast corner of said Lot 3AR and being the northwest corner of Lot 3B, Block 2, Gateway Business Park an addition to the City of Coppell, Texas according to the plat recorded in Volume 2001083, Page 19 of the Deed Records of Dallas County, Texas; THENCE departing said south right-of-way line of the St. Louis & Southern Railroad and with the east line of said Lot 3AR and the west line of said Lot 3B, South 0°05'54" East, a distance of 842.20 feet to a 5/8" iron rod with plastic cap stamped "HALFF" found for the southeast corner of said Lot 3AR and the northeast corner of said Lot 3C-R; THENCE departing said west line of Lot 3B and with the south line of said Lot 3AR and said north line of Lot 3C-R, South 89°40'38" West, a distance of 881.15 feet to the POINT OF BEGINNING and containing 16.4089 acres or 714,770 square feet of land. Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983. FINAL PLAT GATEWAY BUSINESS PARK LOT 3A-R2, BLOCK 2 16.4089 ACRES, "LI" LIGHT INDUSTRIAL BEING A REPLAT OF GATEWAY BUSINESS PARK LOTS 1R-2 & 3A-R, BLOCK 2 DOC #201700235650 DALLAS COUNTY S.A. & M.G. RAILROAD SURVEY, ABSTRACT NO. 1439 CITY OF COPPELL, DALLAS COUNTY, TEXAS APR. 2021 KH GENERAL NOTES OVERALL: 1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY (OR TOWN) STANDARD DETAILS AND SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. THE CITY SPECIFICATIONS SHALL GOVERN WHERE OTHER SPECIFICATIONS DO NOT EXIST. IN CASE OF CONFLICTING SPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVE SPECIFICATION AND DETAIL SHALL BE FOLLOWED. 2.THE CONTRACTOR SHALL COMPLY WITH CITY (OR TOWN) “GENERAL NOTES” FOR CONSTRUCTION, IF EXISTING AND REQUIRED BY THE CITY. FOR INSTANCES WHERE THEY CONFLICT WITH THESE KH GENERAL NOTES, THEN THE MORE RESTRICTIVE SHALL APPLY. 3.THE CONTRACTOR SHALL FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE AUTHORITIES' SPECIFICATIONS AND REQUIREMENTS. 4.THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING CONDITIONS. 5.THE EXISTING CONDITIONS SHOWN ON THESE PLANS WERE PROVIDED BY THE TOPOGRAPHIC SURVEY PREPARED BY THE PROJECT SURVEYOR, AND ARE BASED ON THE BENCHMARKS SHOWN. THE CONTRACTOR SHALL REFERENCE THE SAME BENCHMARKS. 6.THE CONTRACTOR SHALL REVIEW AND VERIFY THE EXISTING TOPOGRAPHIC SURVEY SHOWN ON THE PLANS REPRESENTS EXISTING FIELD CONDITIONS PRIOR TO CONSTRUCTION, AND SHALL REPORT ANY DISCREPANCIES FOUND TO THE OWNER AND ENGINEER IMMEDIATELY. 7.IF THE CONTRACTOR DOES NOT ACCEPT THE EXISTING TOPOGRAPHIC SURVEY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY AT THEIR OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO THE OWNER AND ENGINEER FOR REVIEW. 8.CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SURVEYING AND STAKING. 9.CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL CONTROL, INCLUDING BENCHMARKS PRIOR TO COMMENCING CONSTRUCTION OR STAKING OF IMPROVEMENTS. PROPERTY LINES AND CORNERS SHALL BE HELD AS THE HORIZONTAL CONTROL. 10.THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ARCHITECT, ENGINEER, AND IF APPLICABLE THE CITY AND OWNER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE CITY, ENGINEER, AND OWNER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 11.CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, LANDSCAPE, MEP, ARCHITECTURAL, AND OTHER PLANS PRIOR TO COMMENCING CONSTRUCTION. OWNER/ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO COMMENCING WITH CONSTRUCTION. 12.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK TO HAVE THEM LOCATE THEIR EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AN ADEQUATE MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 13.CONTRACTOR SHALL CALL TEXAS 811 AN ADEQUATE AMOUNT OF TIME PRIOR TO COMMENCING CONSTRUCTION OR ANY EXCAVATION. 14.CONTRACTOR SHALL USE EXTREME CAUTION AS THE SITE CONTAINS VARIOUS KNOWN AND UNKNOWN PUBLIC AND PRIVATE UTILITIES. 15.THE LOCATIONS, ELEVATIONS, DEPTH, AND DIMENSIONS OF EXISTING UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE UTILITY COMPANY MAPS AND PLANS, AND ARE CONSIDERED APPROXIMATE AND INCOMPLETE. IT SHALL BE THE CONTRACTORS' RESPONSIBILITY TO VERIFY THE PRESENCE, LOCATION, ELEVATION, DEPTH, AND DIMENSION OF EXISTING UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION SO THAT ADJUSTMENTS CAN BE MADE TO PROVIDE ADEQUATE CLEARANCES. THE ENGINEER SHALL BE NOTIFIED WHEN A PROPOSED IMPROVEMENT CONFLICTS WITH AN EXISTING UTILITY. 16.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY ADJUSTMENTS AND RELOCATIONS OF EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, ADJUSTING EXISTING MANHOLES TO MATCH PROPOSED GRADE, RELOCATING EXISTING POLES AND GUY WIRES THAT ARE LOCATED IN PROPOSED DRIVEWAYS, ADJUSTING THE HORIZONTAL OR VERTICAL ALIGNMENT OF EXISTING UNDERGROUND UTILITIES TO ACCOMMODATE PROPOSED GRADE OR CROSSING WITH A PROPOSED UTILITY, AND ANY OTHERS THAT MAY BE ENCOUNTERED THAT ARE UNKNOWN AT THIS TIME AND NOT SHOWN ON THESE PLANS. 17.CONTRACTOR SHALL ARRANGE FOR OR PROVIDE, AT ITS EXPENSE, ALL GAS, TELECOMMUNICATIONS, CABLE, OVERHEAD AND UNDERGROUND POWER LINE, AND UTILITY POLE ADJUSTMENTS NEEDED. 18.CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF FRANCHISE UTILITIES THAT ARE NECESSARY FOR ON-SITE AND OFF-SITE CONSTRUCTION, AND SERVICE TO THE PROPOSED DEVELOPMENT. 19.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL DAMAGES DUE TO THE CONTRACTORS' FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 20.BRACING OF UTILITY POLES MAY BE REQUIRED BY THE UTILITY COMPANIES WHEN TRENCHING OR EXCAVATING IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR, WITH NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE PAY ITEM. 21.CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, FEDERAL AND UTILITY OWNER REGULATIONS PERTAINING TO WORK SETBACKS FROM POWER LINES. 22.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS, APPROVALS, AND BONDS PRIOR TO CONSTRUCTION. 23.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES A COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, GEOTECHNICAL REPORT AND ADDENDA, PROJECT AND CITY SPECIFICATIONS, AND SPECIAL CONDITIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, EROSION CONTROL PLANS, SWPPP AND INSPECTION REPORTS. 24.ALL SHOP DRAWINGS AND OTHER DOCUMENTS THAT REQUIRE ENGINEER REVIEW SHALL BE SUBMITTED BY THE CONTRACTOR SUFFICIENTLY IN ADVANCE OF CONSTRUCTION OF THAT ITEM, SO THAT NO LESS THAN 10 BUSINESS DAYS FOR REVIEW AND RESPONSE IS AVAILABLE. 25.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, JURISDICTIONAL AGENCIES, AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO USE OF THE FACILITY AND THE FINAL CONNECTION OF SERVICES. 26.CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS. 27.CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. 28.ALL SYMBOLS SHOWN ON THESE PLANS (E.G. FIRE HYDRANT, METERS, VALVES, INLETS, ETC.…) ARE FOR PRESENTATION PURPOSES ONLY AND ARE NOT TO SCALE. CONTRACTOR SHALL COORDINATE FINAL SIZES AND LOCATIONS WITH APPROPRIATE CITY INSPECTOR. 29.THE SCOPE OF WORK FOR THE CIVIL IMPROVEMENTS SHOWN ON THESE PLANS TERMINATES 5-FEET FROM THE BUILDING. REFERENCE THE BUILDING PLANS (E.G. ARCHITECTURAL, STRUCTURAL, MEP) FOR AREAS WITHIN 5-FEET OF THE BUILDING AND WITHIN THE BUILDING FOOTPRINT. 30.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL FINAL BUILDING DIMENSIONS. 31.THE PROPOSED BUILDING FOOTPRINT(S) SHOWN IN THESE PLANS WAS PROVIDED TO KIMLEY-HORN AND ASSOCIATES, INC. (KH) BY THE PROJECT ARCHITECT AT THE TIME THESE PLANS WERE PREPARED. IT MAY NOT BE THE FINAL CORRECT VERSION BECAUSE THE BUILDING DESIGN WAS ONGOING. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFIRMING THE FINAL CORRECT VERSION OF THE BUILDING FOOTPRINT WITH THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO LAYOUT. DIMENSIONS AND/OR COORDINATES SHOWN ON THESE PLANS WERE BASED ON THE ABOVE STATED ARCHITECTURAL FOOTPRINT, AND ARE THEREFORE A PRELIMINARY LOCATION OF THE BUILDING. THE CONTRACTOR IS SOLELY RESPONSIBLE TO VERIFY WHAT PART OF THE BUILDING THE ARCHITECT'S FOOTPRINT REPRESENTS (E.G. SLAB, OUTSIDE WALL, MASONRY LEDGE, ETC.….) AND TO CONFIRM ITS FINAL POSITION ON THE SITE BASED ON THE FINAL ARCHITECTURAL FOOTPRINT, CIVIL DIMENSION CONTROL PLAN, SURVEY BOUNDARY AND/OR PLAT. ANY DIFFERENCES FOUND SHALL BE REPORTED TO KH IMMEDIATELY. 32.ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION), INCLUDING SUBSEQUENT ADDENDA. 33.CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL MATERIALS TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND COMPLY WITH CITY STANDARD SPECIFICATIONS AND GEOTECHNICAL REPORT. TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING MATERIALS. OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR MATERIALS TESTING. 34.ALL COPIES OF MATERIALS TEST RESULTS SHALL BE SENT TO THE OWNER, ENGINEER AND ARCHITECT DIRECTLY FROM THE TESTING AGENCY. 35.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE MATERIALS, THAT THE WORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS. 36.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLY EXISTING. 37.ALL CONTRACTORS MUST CONFINE THEIR ACTIVITIES TO THE WORK AREA. NO ENCROACHMENTS OUTSIDE OF THE WORK AREA WILL BE ALLOWED. ANY DAMAGE RESULTING THEREFROM SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY TO REPAIR. 38.THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, UTILITIES, MANHOLES, POLES, GUY WIRES, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, COMMUNICATION BOXES/PEDESTALS, AND OTHER FACILITIES TO REMAIN AND SHALL REPAIR ANY DAMAGES AT NO COST TO THE OWNER. 39.THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY PHYSICAL DAMAGE TO PRIVATE PROPERTY OR PUBLIC IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO: FENCES, WALLS, SIGNS, PAVEMENT, CURBS, UTILITIES, SIDEWALKS, GRASS, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, ETC.… TO ORIGINAL CONDITION OR BETTER AT NO COST TO THE OWNER. 40.ALL AREAS IN EXISTING RIGHT-OF-WAY DISTURBED BY SITE CONSTRUCTION SHALL BE REPAIRED TO ORIGINAL CONDITION OR BETTER, INCLUDING AS NECESSARY GRADING, LANDSCAPING, CULVERTS, AND PAVEMENT. 41.THE CONTRACTOR SHALL SALVAGE ALL EXISTING POWER POLES, SIGNS, WATER VALVES, FIRE HYDRANTS, METERS, ETC... THAT ARE TO BE RELOCATED DURING CONSTRUCTION. 42.CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDING MAINTAINING EXISTING DITCHES OR CULVERTS FREE OF OBSTRUCTIONS AT ALL TIMES. 43.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY. 44.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER. 45.SITE SAFETY IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 46.THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE ENGINEER'S SEAL HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF ALL REQUIRED SAFETY PROCEDURES AND PROGRAMS. 47.SIGNS RELATED TO SITE OPERATION OR SAFETY ARE NOT INCLUDED IN THESE PLANS. 48.CONTRACTOR OFFICE AND STAGING AREA SHALL BE AGREED ON BY THE OWNER AND CONTRACTOR PRIOR TO BEGINNING OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING REQUIREMENTS FOR THE CONSTRUCTION OFFICE, TRAILER, STORAGE, AND STAGING OPERATIONS AND LOCATIONS. 49.LIGHT POLES, SIGNS, AND OTHER OBSTRUCTIONS SHALL NOT BE PLACED IN ACCESSIBLE ROUTES. 50.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". 51.TOP RIM ELEVATIONS OF ALL EXISTING AND PROPOSED MANHOLES SHALL BE COORDINATED WITH TOP OF PAVEMENT OR FINISHED GRADE AND SHALL BE ADJUSTED TO BE FLUSH WITH THE ACTUAL FINISHED GRADE AT THE TIME OF PAVING. 52.CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED VALVES, FIRE HYDRANTS, AND OTHER UTILITY APPURTENANCES TO MATCH ACTUAL FINISHED GRADES AT THE TIME OF PAVING. 53.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SEQUENCING AND PHASING, AND SHALL CONTACT THE APPROPRIATE CITY OFFICIALS, INCLUDING BUILDING OFFICIAL, ENGINEERING INSPECTOR, AND FIRE MARSHALL TO LEARN OF ANY REQUIREMENTS. 54.CONTRACTOR IS RESPONSIBLE FOR PREPARATION, SUBMITTAL, AND APPROVAL BY THE CITY OF A TRAFFIC CONTROL PLAN PRIOR TO THE START OF CONSTRUCTION, AND THEN THE IMPLEMENTATION OF THE PLAN. 55.CONTRACTOR SHALL KEEP A NEAT AND ACCURATE RECORD OF CONSTRUCTION, INCLUDING ANY DEVIATIONS OR VARIANCES FROM THE PLANS. 56.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT PLANS TO THE ENGINEER AND CITY IDENTIFYING ALL DEVIATIONS AND VARIATIONS FROM THESE PLANS MADE DURING CONSTRUCTION. EROSION CONTROL: 1.THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION CONTROL AND WATER QUALITY REQUIREMENTS, LAWS, AND ORDINANCES THAT APPLY TO THE CONSTRUCTION SITE LAND DISTURBANCE. 2.CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE “TCEQ GENERAL PERMIT TO DISCHARGE UNDER THE TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM TXR 150000”. 3.EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBANCE. 4.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. 5.CONTRACTOR IS SOLELY RESPONSIBLE FOR INSTALLATION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL EROSION CONTROL DEVICES, BEST MANAGEMENT PRACTICES (BMPS), AND FOR UPDATING THE EROSION CONTROL PLAN DURING CONSTRUCTION AS FIELD CONDITIONS CHANGE. 6.CONTRACTOR SHALL DOCUMENT THE DATES OF INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL FOR EACH BMP EMPLOYED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IF APPLICABLE. 7.AS STORM SEWER INLETS ARE INSTALLED ON-SITE, TEMPORARY EROSION CONTROL DEVICES SHALL BE INSTALLED AT EACH INLET PER APPROVED DETAILS. 8.THE EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL THE AREA IT PROTECTS HAS BEEN PERMANENTLY STABILIZED. 9.CONTRACTOR SHALL PROVIDE ADEQUATE EROSION CONTROL DEVICES NEEDED DUE TO PROJECT PHASING. 10.CONTRACTOR SHALL OBSERVE THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND MAKE FIELD ADJUSTMENTS AND MODIFICATIONS AS NEEDED TO PREVENT SEDIMENT FROM LEAVING THE SITE. IF THE EROSION CONTROL DEVICES DO NOT EFFECTIVELY CONTROL EROSION AND PREVENT SEDIMENTATION FROM WASHING OFF THE SITE, THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER. 11.OFF-SITE SOIL BORROW, SPOIL, AND STORAGE AREAS (IF APPLICABLE) ARE CONSIDERED AS PART OF THE PROJECT SITE AND MUST ALSO COMPLY WITH THE EROSION CONTROL REQUIREMENTS FOR THIS PROJECT. THIS INCLUDES THE INSTALLATION OF BMP'S TO CONTROL EROSION AND SEDIMENTATION AND THE ESTABLISHMENT OF PERMANENT GROUND COVER ON DISTURBED AREAS PRIOR TO FINAL APPROVAL OF THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE SWPPP AND EROSION CONTROL PLAN TO INCLUDE BMPS FOR ANY OFF-SITE THAT ARE NOT ANTICIPATED OR SHOWN ON THE EROSION CONTROL PLAN. 12.ALL STAGING, STOCKPILES, SPOIL, AND STORAGE SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. PROTECTIVE MEASURES SHALL BE PROVIDED IF NEEDED TO ACCOMPLISH THIS REQUIREMENT, SUCH AS COVERING OR ENCIRCLING THE AREA WITH AN APPROPRIATE BARRIER. 13.CONTRACTORS SHALL INSPECT ALL EROSION CONTROL DEVICES, BMPS, DISTURBED AREAS, AND VEHICLE ENTRY AND EXIT AREAS WEEKLY AND WITHIN 24 HOURS OF ALL RAINFALL EVENTS OF 0.5 INCHES OR GREATER, AND KEEP A RECORD OF THIS INSPECTION IN THE SWPPP BOOKLET IF APPLICABLE, TO VERIFY THAT THE DEVICES AND EROSION CONTROL PLAN ARE FUNCTIONING PROPERLY. 14.CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS OF ACCESS IN ACCORDANCE WITH CITY SPECIFICATIONS. CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION TRAFFIC USES THE STABILIZED ENTRANCE AT ALL TIMES FOR ALL INGRESS/EGRESS. 15.SITE ENTRY AND EXITS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING AND FLOWING OF SEDIMENT AND DIRT ONTO OFF-SITE ROADWAYS. ALL SEDIMENT AND DIRT FROM THE SITE THAT IS DEPOSITED ONTO AN OFF-SITE ROADWAY SHALL BE REMOVED IMMEDIATELY. 16.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS FROM THE AFFECTED OFF-SITE ROADWAYS THAT ARE A RESULT OF THE CONSTRUCTION, AS REQUESTED BY OWNER AND CITY. AT A MINIMUM, THIS SHOULD OCCUR ONCE PER DAY FOR THE OFF-SITE ROADWAYS. 17.WHEN WASHING OF VEHICLES IS REQUIRED TO REMOVE SEDIMENT PRIOR TO EXITING THE SITE, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP BMP. 18.CONTRACTOR SHALL INSTALL A TEMPORARY SEDIMENT BASIN FOR ANY ON-SITE DRAINAGE AREAS THAT ARE GREATER THAN 10 ACRES, PER TCEQ AND CITY STANDARDS. IF NO ENGINEERING DESIGN HAS BEEN PROVIDED FOR A SEDIMENTATION BASIN ON THESE PLANS, THEN THE CONTRACTOR SHALL ARRANGE FOR AN APPROPRIATE DESIGN TO BE PROVIDED. 19.ALL FINES IMPOSED FOR SEDIMENT OR DIRT DISCHARGED FROM THE SITE SHALL BE PAID BY THE RESPONSIBLE CONTRACTOR. 20.WHEN SEDIMENT OR DIRT HAS CLOGGED THE CONSTRUCTION ENTRANCE VOID SPACES BETWEEN STONES OR DIRT IS BEING TRACKED ONTO A ROADWAY, THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASH-DOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL SEDIMENTATION. PERIODIC RE-GRADING OR NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFECTIVENESS OF THE CONSTRUCTION ENTRANCE. 21.TEMPORARY SEEDING OR OTHER APPROVED STABILIZATION SHALL BE INITIATED WITHIN 14 DAYS OF THE LAST DISTURBANCE OF ANY AREA, UNLESS ADDITIONAL CONSTRUCTION IN THE AREA IS EXPECTED WITHIN 21 DAYS OF THE LAST DISTURBANCE. 22.CONTRACTOR SHALL FOLLOW GOOD HOUSEKEEPING PRACTICES DURING CONSTRUCTION, ALWAYS CLEANING UP DIRT, LOOSE MATERIAL, AND TRASH AS CONSTRUCTION PROGRESSES. 23.UPON COMPLETION OF FINE GRADING, ALL SURFACES OF DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED. STABILIZATION IS ACHIEVED WHEN THE AREA IS EITHER COVERED BY PERMANENT IMPERVIOUS STRUCTURES, SUCH AS BUILDINGS, SIDEWALK, PAVEMENT, OR A UNIFORM PERENNIAL VEGETATIVE COVER. 24.AT THE CONCLUSION OF THE PROJECT, ALL INLETS, DRAIN PIPE, CHANNELS, DRAINAGEWAYS AND BORROW DITCHES AFFECTED BY THE CONSTRUCTION SHALL BE DREDGED, AND THE SEDIMENT GENERATED BY THE PROJECT SHALL BE REMOVED AND DISPOSED IN ACCORDANCE WITH APPLICABLE REGULATIONS. STORM WATER DISCHARGE AUTHORIZATION: 1.CONTRACTOR SHALL COMPLY WITH ALL TCEQ AND EPA STORM WATER POLLUTION PREVENTION REQUIREMENTS. 2.CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE TCEQ GENERAL PERMIT TO DISCHARGE UNDER THE TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM TXR 150000. 3.THE CONTRACTOR SHALL ENSURE THAT ALL PRIMARY OPERATORS SUBMIT A NOI TO TCEQ AT LEAST SEVEN DAYS PRIOR TO COMMENCING CONSTRUCTION (IF APPLICABLE), OR IF UTILIZING ELECTRONIC SUBMITTAL, PRIOR TO COMMENCING CONSTRUCTION. ALL PRIMARY OPERATORS SHALL PROVIDE A COPY OF THE SIGNED NOI TO THE OPERATOR OF ANY MS4 (TYPICALLY THE CITY) RECEIVING DISCHARGE FROM THE SITE. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IF APPLICABLE, INCLUDING POSTING SITE NOTICE, INSPECTIONS, DOCUMENTATION, AND SUBMISSION OF ANY INFORMATION REQUIRED BY THE TCEQ AND EPA (E.G. NOI). 5.ALL CONTRACTORS AND SUBCONTRACTORS PROVIDING SERVICES RELATED TO THE SWPPP SHALL SIGN THE REQUIRED CONTRACTOR CERTIFICATION STATEMENT ACKNOWLEDGING THEIR RESPONSIBILITIES AS SPECIFIED IN THE SWPPP. 6.A COPY OF THE SWPPP, INCLUDING NOI, SITE NOTICE, CONTRACTOR CERTIFICATIONS, AND ANY REVISIONS, SHALL BE SUBMITTED TO THE CITY BY THE CONTRACTOR AND SHALL BE RETAINED ON-SITE DURING CONSTRUCTION. 7.A NOTICE OF TERMINATION (NOT) SHALL BE SUBMITTED TO TCEQ BY ANY PRIMARY OPERATOR WITHIN 30 DAYS AFTER ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND A UNIFORM VEGETATIVE COVER HAS BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BY STRUCTURES, A TRANSFER OF OPERATIONAL CONTROL HAS OCCURRED, OR THE OPERATOR HAS OBTAINED ALTERNATIVE AUTHORIZATION UNDER A DIFFERENT PERMIT. A COPY OF THE NOT SHALL BE PROVIDED TO THE OPERATOR OF ANY MS4 RECEIVING DISCHARGE FROM THE SITE. DEMOLITION: 1.KH IS NOT RESPONSIBLE FOR THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR TO IMPLEMENT THIS DEMOLITION PLAN. THIS PRELIMINARY DEMOLITION PLAN SIMPLY INDICATES THE KNOWN OBJECTS ON THE SUBJECT TRACT THAT ARE TO BE DEMOLISHED AND REMOVED FROM THE SITE. 2.KH DOES NOT WARRANT OR REPRESENT THAT THE PLAN, WHICH WAS PREPARED BASED ON SURVEY AND UTILITY INFORMATION PROVIDED BY OTHERS, SHOWS ALL IMPROVEMENTS AND UTILITIES, THAT THE IMPROVEMENTS AND UTILITIES ARE SHOWN ACCURATELY, OR THAT THE UTILITIES SHOWN CAN BE REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ITS OWN SITE RECONNAISSANCE TO SCOPE ITS WORK AND TO CONFIRM WITH THE OWNERS OF IMPROVEMENTS AND UTILITIES THE ABILITY AND PROCESS FOR THE REMOVAL OF THEIR FACILITIES. 3.THIS PLAN IS INTENDED TO GIVE A GENERAL GUIDE TO THE CONTRACTOR, NOTHING MORE. THE GOAL OF THE DEMOLITION IS TO LEAVE THE SITE IN A STATE SUITABLE FOR THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. REMOVAL OR PRESERVATION OF IMPROVEMENTS, UTILITIES, ETC. TO ACCOMPLISH THIS GOAL ARE THE RESPONSIBILITY OF THE CONTRACTOR. 4.CONTRACTOR IS STRONGLY CAUTIONED TO REVIEW THE FOLLOWING REPORTS DESCRIBING SITE CONDITIONS PRIOR TO BIDDING AND IMPLEMENTING THE DEMOLITION PLAN: a.ENVIRONMENTAL SITE ASSESSMENT PROVIDED BY THE OWNER, b.ASBESTOS BUILDING INSPECTION REPORT(S) PROVIDED BY THE OWNER, c.GEOTECHNICAL REPORT PROVIDED BY THE OWNER. d.OTHER REPORTS THAT ARE APPLICABLE AND AVAILABLE. 5.CONTRACTOR SHALL CONTACT THE OWNER TO VERIFY WHETHER ADDITIONAL REPORTS OR AMENDMENTS TO THE ABOVE CITED REPORTS HAVE BEEN PREPARED AND TO OBTAIN/REVIEW/AND COMPLY WITH THE RECOMMENDATION OF SUCH STUDIES PRIOR TO STARTING ANY WORK ON THE SITE. 6.CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS REGARDING THE DEMOLITION OF OBJECTS ON THE SITE AND THE DISPOSAL OF THE DEMOLISHED MATERIALS OFF-SITE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO REVIEW THE SITE, DETERMINE THE APPLICABLE REGULATIONS, RECEIVE THE REQUIRED PERMITS AND AUTHORIZATIONS, AND COMPLY. 7.KH DOES NOT REPRESENT THAT THE REPORTS AND SURVEYS REFERENCED ABOVE ARE ACCURATE, COMPLETE, OR COMPREHENSIVE SHOWING ALL ITEMS THAT WILL NEED TO BE DEMOLISHED AND REMOVED. 8.SURFACE PAVEMENT INDICATED MAY OVERLAY OTHER HIDDEN STRUCTURES, SUCH AS ADDITIONAL LAYERS OF PAVEMENT, FOUNDATIONS OR WALLS, THAT ARE ALSO TO BE REMOVED. GRADING: 1.THE CONTRACTOR AND GRADING SUBCONTRACTOR SHALL VERIFY THE SUITABILITY OF EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE CIVIL ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.CONTRACTOR SHALL OBTAIN ANY REQUIRED GRADING PERMITS FROM THE CITY. 3.UNLESS OTHERWISE NOTED, PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN PAVED AREA REFLECT TOP OF PAVEMENT SURFACE. IN LOCATIONS ALONG A CURB LINE, ADD 6-INCHES (OR THE HEIGHT OF THE CURB) TO THE PAVING GRADE FOR TOP OF CURB ELEVATION. 4.PROPOSED SPOT ELEVATIONS AND CONTOURS OUTSIDE THE PAVEMENT ARE TO TOP OF FINISHED GRADE. 5.PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN CASE OF DISCREPANCY. 6.ALL FINISHED GRADES SHALL TRANSITION UNIFORMLY BETWEEN THE FINISHED ELEVATIONS SHOWN. 7.CONTOURS AND SPOT GRADES SHOWN ARE ELEVATIONS OF TOP OF THE FINISHED SURFACE. WHEN PERFORMING THE GRADING OPERATIONS, THE CONTRACTOR SHALL PROVIDE AN APPROPRIATE ELEVATION HOLD-DOWN ALLOWANCE FOR THE THICKNESS OF PAVEMENT, SIDEWALK, TOPSOIL, MULCH, STONE, LANDSCAPING, RIP-RAP AND ALL OTHER SURFACE MATERIALS THAT WILL CONTRIBUTE TO THE TOP OF FINISHED GRADE. FOR EXAMPLE, THE LIMITS OF EARTHWORK IN PAVED AREAS IS THE BOTTOM OF THE PAVEMENT SECTION. 8.NO REPRESENTATIONS OF EARTHWORK QUANTITIES OR SITE BALANCE ARE MADE BY THESE PLANS. THE CONTRACTOR SHALL PROVIDE THEIR OWN EARTHWORK CALCULATION TO DETERMINE THEIR CONTRACT QUANTITIES AND COST. ANY SIGNIFICANT VARIANCE FROM A BALANCED SITE SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CIVIL ENGINEER. 9.ALL GRADING AND EARTHWORK SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION), INCLUDING SUBSEQUENT ADDENDA. 10.ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING FROM SITE CLEARING AND GRUBBING SHALL BE REMOVED FROM THE SITE AND APPROPRIATELY DISPOSED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE. 11.EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF GRADING. REFERENCE EROSION CONTROL PLAN, DETAILS, GENERAL NOTES, AND SWPPP FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 12.BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF THE PROJECT'S PROPERTY LINE AND SITE IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 13.CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS IN A MANNER THAT ADHERES TO LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. THE CONTRACTOR SHALL KEEP A RECORD OF WHERE EXCESS EXCAVATION WAS DISPOSED, ALONG WITH THE RECEIVING LANDOWNER'S APPROVAL TO DO SO. 14.CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF TOPSOIL AT THE COMPLETION OF FINE GRADING. CONTRACTOR SHALL REFER TO LANDSCAPE ARCHITECTURE PLANS FOR SPECIFICATIONS AND REQUIREMENTS FOR TOPSOIL. 15.CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDING MAINTAINING EXISTING DITCHES OR CULVERTS FREE OF OBSTRUCTIONS AT ALL TIMES. 16.NO EARTHWORK FILL SHALL BE PLACED IN ANY EXISTING DRAINAGE WAY, SWALE, CHANNEL, DITCH, CREEK, OR FLOODPLAIN FOR ANY REASON OR ANY LENGTH OF TIME, UNLESS THESE PLANS SPECIFICALLY INDICATE THIS IS REQUIRED. 17.TEMPORARY CULVERTS MAY BE REQUIRED IN SOME LOCATIONS TO CONVEY RUN-OFF. 18.REFER TO DIMENSION CONTROL PLAN, AND PLAT FOR HORIZONTAL DIMENSIONS. 19.THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND CONDITION FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 20.CONTRACTOR IS RESPONSIBLE FOR ALL SOILS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL SOILS TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND SHALL COMPLY WITH CITY STANDARD SPECIFICATIONS AND THE GEOTECHNICAL REPORT. SOILS TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING SOILS. THE OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR SOILS TESTING. 21.ALL COPIES OF SOILS TEST RESULTS SHALL BE SENT TO THE OWNER, ENGINEER AND ARCHITECT DIRECTLY FROM THE TESTING AGENCY. 22.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE SOILS, THAT THE WORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS. 23.THE SCOPE OF WORK FOR CIVIL IMPROVEMENT SHOWN ON THESE PLANS TERMINATES 5-FEET FROM THE BUILDING. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT AND STRUCTURAL PLANS AND SPECIFICATIONS FILL, CONDITIONING, AND PREPARATION IN THE BUILDING PAD. 24.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLY EXISTING. 25.CONTRACTOR SHALL ENSURE THAT SUFFICIENT POSITIVE SLOPE AWAY FROM THE BUILDING PAD IS ACHIEVED FOR ENTIRE PERIMETER OF THE PROPOSED BUILDING(S) DURING GRADING OPERATIONS AND IN THE FINAL CONDITION. IF THE CONTRACTOR OBSERVES THAT THIS WILL NOT BE ACHIEVED, THE CONTRACTOR SHALL CONTACT THE ENGINEER TO REVIEW THE LOCATION. 26.THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THE CITY, AT NO ADDITIONAL COST TO THE OWNER. 27.CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS NEEDED FOR GRADING OPERATIONS AND TO ACCOMMODATE PROPOSED GRADE, INCLUDING THE UNKNOWN UTILITIES NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL REFER TO THE GENERAL NOTES “OVERALL” SECTION THESE PLANS FOR ADDITIONAL INFORMATION. 28.EXISTING TREE LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES FOUND IN THE FIELD THAT AFFECT THE GRADING PLAN TO THE CIVIL ENGINEER. 29.CONTRACTOR SHALL FIELD VERIFY ALL PROTECTED TREE LOCATIONS, INDIVIDUAL PROTECTED TREE CRITICAL ROOT ZONES, AND PROPOSED SITE GRADING, AND NOTIFY THE CIVIL ENGINEER AND LANDSCAPE ARCHITECT OF ANY CONFLICTS WITH THE TREE PRESERVATION PLAN BY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING THE WORK. 30.TREE PROTECTION MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY STANDARD TREE PROTECTION DETAILS AND THE APPROVED TREE PRESERVATION PLANS BY THE LANDSCAPE ARCHITECT. 31.CONTRACTOR SHALL REFER TO THE LANDSCAPING AND TREE PRESERVATIONS PLANS FOR ALL INFORMATION AND DETAILS REGARDING EXISTING TREES TO BE REMOVED AND PRESERVED. 32.NO TREE SHALL BE REMOVED UNLESS A TREE REMOVAL PERMIT HAS BEEN ISSUED BY THE CITY, OR CITY HAS OTHERWISE CONFIRMED IN WRITING THAT ONE IS NOT NEEDED FOR THE TREE(S). 33.NO TREE SHALL BE REMOVED OR DAMAGED WITHOUT PRIOR AUTHORIZATION OF THE OWNER OR OWNER'S REPRESENTATIVE. EXISTING TREES SHALL BE PRESERVED WHENEVER POSSIBLE AND GRADING IMPACT TO THEM HELD TO A MINIMUM. 34.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING AND INADEQUATE SLOPE FOR DRAINAGE. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORMWATER RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY AREAS OF POOR DRAINAGE ARE DISCOVERED. 35.CONTRACTOR FIELD ADJUSTMENT OF PROPOSED SPOT GRADES IS ALLOWED, IF THE APPROVAL OF THE CIVIL ENGINEER IS OBTAINED. RETAINING WALLS: 1.RETAINING WALLS SHOWN ARE FOR SITE GRADING PURPOSES ONLY, AND INCLUDE ONLY LOCATION AND SURFACE SPOT ELEVATIONS AT THE TOP AND BOTTOM OF THE WALL. 2.RETAINING WALL TYPE OR SYSTEM SHALL BE SELECTED BY THE OWNER. 3.RETAINING WALL DESIGN SHALL BE PROVIDED BY OTHERS AND SHALL FIT IN THE WALL ZONE OR LOCATION SHOWN ON THESE PLANS. STRUCTURAL DESIGN AND PERMITTING OF RETAINING WALLS, RAILINGS, AND OTHER WALL SAFETY DEVICES SHALL BE PERFORMED BY A LICENSED ENGINEER AND ARE NOT PART OF THIS PLAN SET. 4.RETAINING WALL DESIGN SHALL MEET THE INTENT OF THE GRADING PLAN AND SHALL ACCOUNT FOR ANY INFLUENCE ON ADJACENT BUILDING FOUNDATIONS, UTILITIES, PROPERTY LINES AND OTHER CONSTRUCTABILITY NOTES. 5.RETAINING WALL ENGINEER SHALL CONSULT THESE PLANS AND THE GEOTECHNICAL REPORT FOR POTENTIAL CONFLICTS.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.DATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED4/1/2021 2:59 PMPLOTTED BYAIINEHSAZIAN, NADER 4/23/2021 9:45 AMDWG PATHK:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAMEC-GENN.dwgGATEWAY BUSINESSPARKTEXASCOPPELLIMAGESXREFS xTtlb22x34 : xTtlb067806208APRIL 2021DSANJADPG© 2021 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240PREPARED FORBROOKFIELD PROPERTIESWARNING: EXISTING UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD DRAWINGS AND ABOVE GROUND FIELD SURVEY DATA, THEREFORE THERE MAY BE UTILITIES PRESENT THAT ARE NOT SHOWN ON THESE CONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND USE CAUTION DURING CONSTRUCTION. NOTIFY ENGINEER AND OWNER OF ANY DISCREPANCIES. Know what's below. Call before you dig.04/23/2021BM #100: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON TOP O F A CONCRETE CURB OF A MEDIAN NOSE ON THE EAST SIDE OF EXCHANGE CIRCLE LOCATED APPROXIMATELY 420 FEET NORTH OF THE CENTERLINE OF GATEWAY BOULEVARD. ELEV. = 523.24 BM #101: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON A CONCRETE CURB LOCATED APPROXIMATELY 890 FEET EAST OF THE CENTERLINE OF EXCHANGE CIRCLE AND 350 FEET NORTH OF GATEWAY BOULEVARD. ELEV. = 519.63 BM #102: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON A CONCRETE CURB LOCATED APPROXIMATELY 850 FEET NORTH OF THE CENTERLINE OF GATEWAY BOULEVARD AND 420 FEET WEST OF THE CENTERLINE OF FREEPORT PARKWAY. ELEV. = 520.23 BENCHMARKS C-002KH GENERALNOTES THESE PLAN AND GENERAL NOTES REFER TO: FINAL GEOTECHNICAL RECOMMENDATIONS - PROPOSED BUILDINGS GATEWAY BOULEVARD REED ENGINEERING GROUP PROJECT NO: 23550 MAY 22, 2020 INCLUDING ALL REVISIONS AND ADDENDA TO THIS REPORT THAT MAY HAVE BEEN RELEASED AFTER THE NOTED DATE. PAVING: 1.ALL PAVING MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY STANDARD DETAILS AND SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. THE CITY SPECIFICATIONS SHALL GOVERN WHERE OTHER SPECIFICATIONS DO NOT EXIST. IN CASE OF CONFLICTING SPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVE SPECIFICATION/DETAIL SHALL BE FOLLOWED. 2.ALL PRIVATE ON-SITE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION), INCLUDING ALL ADDENDA. 3.ALL FIRELANE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH CITY STANDARDS AND DETAILS. IF THESE ARE DIFFERENT THAN THOSE IN THE GEOTECHNICAL REPORT, THEN THE MORE RESTRICTIVE SHALL BE FOLLOWED. 4.ALL PUBLIC PAVING AND PAVING SUBGRADE SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. 5.CONTRACTOR IS RESPONSIBLE FOR ALL PAVING AND PAVING SUBGRADE TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL PAVING AND PAVING SUBGRADE TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR. TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING PAVING AND SUBGRADE. OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR PAVING AND PAVING SUBGRADE TESTING. 6.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE PAVING AND PAVING SUBGRADE, THAT THE WORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS. 7.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLY EXISTING. 8.CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAIL AND SPECIFICATIONS. 9.PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO ADA AND TAS STANDARDS. 10.ALL ACCESSIBLE RAMPS, CURB RAMPS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA AND TAS STANDARDS, LATEST EDITION. 11.ANY COMPONENTS OF THE PROJECT SHALL ALSO CONFORM TO THE FAIR HOUSING ACT, AND COMPLY WITH THE FAIR HOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. 12.CONTRACTOR SHALL CONSTRUCT PROPOSED PAVEMENT TO MATCH EXISTING PAVEMENT WITH A SMOOTH, FLUSH, CONNECTION. 13.CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS FOR FIRE LANES, PARKING STALLS, HANDICAPPED PARKING SYMBOLS, AND MISCELLANEOUS STRIPING WITHIN PARKING LOT AND AROUND BUILDING AS SHOWN ON THE PLANS. ALL PAINT AND PAVEMENT MARKINGS SHALL ADHERE TO CITY AND OWNER STANDARDS. 14.REFER TO GEOTECHNICAL REPORT FOR PAVING JOINT LAYOUT PLAN REQUIREMENTS FOR PRIVATE PAVEMENT. 15.REFER TO CITY STANDARD DETAILS AND SPECIFICATIONS FOR JOINT LAYOUT PLAN REQUIREMENTS FOR PUBLIC PAVEMENT. 16.ALL REINFORCING STEEL SHALL CONFORM TO THE GEOTECHNICAL REPORT, CITY STANDARDS, AND ASTM A-615, GRADE 60, AND SHALL BE SUPPORTED BY BAR CHAIRS. CONTRACTOR SHALL USE THE MORE STRINGENT OF THE CITY AND GEOTECHNICAL STANDARDS. 17.ALL JOINTS SHALL EXTEND THROUGH THE CURB. 18.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 19.CONTRACTOR SHALL SUBMIT A JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO BEGINNING ANY OF THE PAVING WORK. 20.ALL SAWCUTS SHALL BE FULL DEPTH FOR PAVEMENT REMOVAL AND CONNECTION TO EXISTING PAVEMENT. 21.FIRE LANES SHALL BE MARKED AND LABELED AS A FIRELANE PER CITY STANDARDS. 22.UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON-SITE AND OTHER DIRECTIONAL SIGNS SHALL BE ORIENTED SO THEY ARE READILY VISIBLE TO THE ONCOMING TRAFFIC FOR WHICH THEY ARE INTENDED. 23.CONTRACTOR IS RESPONSIBLE FOR INSTALLING NECESSARY CONDUIT FOR LIGHTING, IRRIGATION, ETC. PRIOR TO PLACEMENT OF PAVEMENT. ALL CONSTRUCTION DOCUMENTS (CIVIL, MEP, LANDSCAPE, IRRIGATION, AND ARCHITECT) SHALL BE CONSULTED. 24.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES (PER ADA, TAS, AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. 25.CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ADA/TAS SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA AND TAS SLOPE COMPLIANCE ISSUES. STORM DRAINAGE: 1.ALL STORM SEWER MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. 2.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. 3.THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, CONDITION, HORIZONTAL, AND VERTICAL LOCATIONS OF ALL EXISTING STORM SEWER FACILITIES THAT ARE TO BE CONNECTED TO, PRIOR TO START OF CONSTRUCTION OF ANY STORM SEWER, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. 4.THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER. 5.FLOW LINE, TOP-OF-CURB, RIM, THROAT, AND GRATE ELEVATIONS OF PROPOSED INLETS SHALL BE VERIFIED WITH THE GRADING PLAN AND FIELD CONDITIONS PRIOR TO THEIR INSTALLATION. 6.ALL PUBLIC STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO CITY PUBLIC WORKS STANDARD DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS. 7.ALL PRIVATE STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO THE APPLICABLE PLUMBING CODE. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS. 8.ALL PVC TO RCP CONNECTIONS AND ALL STORM PIPE CONNECTIONS ENTERING STRUCTURES OR OTHER STORM PIPES SHALL HAVE A CONCRETE COLLAR AND BE GROUTED TO ASSURE THE CONNECTION IS WATERTIGHT. 9.ALL PUBLIC STORM SEWER LINES SHALL BE MINIMUM CLASS III RCP. PRIVATE STORM SEWER LINES 18-INCHES AND GREATER SHALL BE CLASS III RCP OR OTHER APPROVED MATERIAL. 10.WHERE COVER EXCEEDS 20-FEET OR IS LESS THAN 2-FEET, CLASS IV RCP SHALL BE USED. 11.IF CONTRACTOR PROPOSES TO USE HDPE OR PVC IN LIEU OF RCP FOR PRIVATE STORM SEWER, CONTRACTOR SHALL SUBMIT TECHNICAL DATA TO THE OWNER, ENGINEER AND CITY ENGINEER/INSPECTOR FOR APPROVAL PRIOR TO ORDERING THE MATERIAL. ANY PROPOSED HDPE AND PVC SHALL BE WATERTIGHT. 12.THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SURVEYING FOR ALL STORM SEWER LINES. 13.EMBEDMENT FOR ALL STORM SEWER LINES, PUBLIC OR PRIVATE, SHALL BE PER CITY STANDARD DETAILS. 14.ALL WYE CONNECTIONS AND PIPE BENDS ARE TO BE PREFABRICATED AND INSTALLED PER MANUFACTURERS SPECIFICATIONS. 15.USE 4 FOOT JOINTS WITH BEVELED ENDS IF RADIUS OF STORM SEWER IS LESS THAN 100 FEET. 16.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY. 17.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER. WATER AND WASTEWATER: 1.ALL WATER AND WASTEWATER MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. 2.CONTRACTOR SHALL FIELD VERIFY THE SIZE, CONDITION, HORIZONTAL, AND VERTICAL LOCATIONS OF ALL EXISTING WATER AND WASTEWATER FACILITIES THAT ARE TO BE CONNECTED TO, PRIOR TO START OF CONSTRUCTION OF ANY WATER OR WASTEWATER CONSTRUCTION, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. 3.CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITY SERVICES ENTERING THE BUILDING. 4.THE CONTRACTOR SHALL FIELD VERIFY THE ELEVATION OF ALL UTILITY CROSSINGS PRIOR TO THE INSTALLATION OF ANY PIPE. 5.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE WATER AND WASTEWATER IMPROVEMENTS. 6.ALL PUBLIC AND PRIVATE WATER AND WASTEWATER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO CITY PUBLIC WORKS STANDARD DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS. 7.FIRE SPRINKLER LINES SHALL BE DESIGNED AND INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR, AND COMPLY TO THE APPLICABLE CODES AND INSPECTIONS REQUIRED. THESE PLANS WERE PREPARED WITHOUT THE BENEFIT OF THE FIRE SPRINKLER DESIGN. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES. 8.EMBEDMENT FOR ALL WATER AND WASTEWATER LINES, PUBLIC OR PRIVATE, SHALL BE PER CITY STANDARD DETAILS. 9.CONTRACTOR SHALL TAKE REQUIRED SANITARY PRECAUTIONS, FOLLOWING ANY CITY, TCEQ, AND AWWA STANDARDS, TO KEEP WATER PIPE AND FITTINGS CLEAN AND CAPPED AT TIMES WHEN INSTALLATION IS NOT IN PROGRESS. 10.CONTRACTOR SHALL PROVIDE CONSTRUCTION SURVEYING FOR ALL WATER AND WASTEWATER LINES. 11.ALL WATER AND WASTEWATER SERVICES SHALL TERMINATE 5-FEET OUTSIDE THE BUILDING, UNLESS NOTED OTHERWISE. 12.CONTRACTOR SHALL COMPLY WITH CITY REQUIREMENTS FOR WATER AND WASTEWATER SERVICE DISRUPTIONS AND THE AMOUNT OF PRIOR NOTICE THAT IS REQUIRED, AND SHALL COORDINATE DIRECTLY WITH THE APPROPRIATE CITY DEPARTMENT. 13.CONTRACTOR SHALL SEQUENCE WATER AND WASTEWATER CONSTRUCTION TO AVOID INTERRUPTION OF SERVICE TO SURROUNDING PROPERTIES. 14.CONTRACTOR SHALL MAINTAIN WATER SERVICE AND WASTEWATER SERVICE TO ALL CUSTOMERS THROUGHOUT CONSTRUCTION (IF NECESSARY, BY USE OF TEMPORARY METHODS APPROVED BY THE CITY AND OWNER). THIS WORK SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 15.THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL WATER AND WASTEWATER LINES CROSSING THE PROJECT. THE CONTRACTOR SHALL REPAIR ALL DAMAGED LINES IMMEDIATELY. ALL REPAIRS OF EXISTING WATER MAINS, WATER SERVICES, SEWER MAINS, AND SANITARY SEWER SERVICES ARE SUBSIDIARY TO THE WORK, AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 16.VALVE ADJUSTMENTS SHALL BE CONSTRUCTED SUCH THAT THE COVERS ARE AT FINISHED SURFACE GRADE OF THE PROPOSED PAVEMENT. 17.THE ENDS OF ALL EXISTING WATER MAINS THAT ARE CUT, BUT NOT REMOVED, SHALL BE PLUGGED AND ABANDONED IN PLACE. THIS WORK SHALL BE CONSIDERED AS A SUBSIDIARY COST TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 18.ALL FIRE HYDRANTS, VALVES, TEES, BENDS, WYES, REDUCERS, FITTINGS, AND ENDS SHALL BE MECHANICALLY RESTRAINED AND/OR THRUST BLOCKED TO CITY STANDARDS. 19.CONTRACTOR SHALL INSTALL A FULL SEGMENT OF WATER OR WASTEWATER PIPE CENTERED AT ALL UTILITY CROSSINGS SO THAT THE JOINTS ARE GREATER THAN 9-FEET FROM THE CROSSING. 20.ALL CROSSINGS AND LOCATIONS WHERE WASTEWATER IS LESS THAN 9-FEET FROM WATER, WASTEWATER CONSTRUCTION AND MATERIALS SHALL COMPLY WITH TCEQ CHAPTER 217.53. 21.ALL CROSSING AND LOCATIONS WHERE WATER IS LESS THAN 9-FEET FROM WASTEWATER, WATER CONSTRUCTION AND MATERIALS SHALL COMPLY WITH TCEQ CHAPTER 290.44. 22.ALL WATER AND WASTEWATER SHALL BE TESTED IN ACCORDANCE WITH THE CITY, AWWA, AND TCEQ STANDARDS AND SPECIFICATIONS. AT A MINIMUM, THIS SHALL CONSIST OF THE FOLLOWING: a.ALL WATERLINES SHALL BE HYDROSTATICALLY TESTED AND CHLORINATED BEFORE BEING PLACED INTO SERVICE. CONTRACTOR SHALL COORDINATE WITH THE CITY FOR THEIR REQUIRED PROCEDURES AND SHALL ALSO COMPLY WITH TCEQ REGULATIONS. b.WASTEWATER LINES AND MANHOLES SHALL BE PRESSURE/VACUUM AND MANDREL TESTED. CONTRACTOR SHALL COORDINATE WITH THE CITY FOR THEIR REQUIRED PROCEDURES AND SHALL ALSO COMPLY WITH TCEQ REGULATIONS. AFTER COMPLETION OF THESE TESTS, A TELEVISION INSPECTION SHALL BE PERFORMED AND PROVIDED TO THE CITY AND OWNER ON A DVD. 23.CONTRACTOR SHALL INSTALL DETECTABLE WIRING OR MARKING TAPE A MINIMUM OF 12” ABOVE WATER AND WASTEWATER LINES. MARKER DECALS SHALL BE LABELED “CAUTION - WATER LINE”, OR “CAUTION - SEWER LINE”. DETECTABLE WIRING AND MARKING TAPE SHALL COMPLY WITH CITY STANDARDS, AND SHALL BE INCLUDED IN THE COST OF THE WATER AND WASTEWATER PIPE. 24.INSTALL #12 BLUE INSULATED TRACER WIRE TAPED TO TOP OF WATER LINE PER CITY DETAILS. 25.DUCTILE IRON PIPE SHALL BE PROTECTED FROM CORROSION BY A LOW-DENSITY POLYETHYLENE LINER WRAP THAT IS AT LEAST A SINGLE LAYER OF 8-MIL. ALL DUCTILE IRON JOINTS SHALL BE BONDED. 26.WATERLINES SHALL BE INSTALLED AT NO LESS THAN THE MINIMUM COVER REQUIRED BY THE CITY. 27.CONTRACTOR SHALL PROVIDE CLEAN-OUTS FOR PRIVATE SANITARY SEWER LINES AT ALL CHANGES IN DIRECTION AND 100-FOOT INTERVALS, OR AS REQUIRED BY THE APPLICABLE PLUMBING CODE. CLEAN-OUTS REQUIRED IN PAVEMENT OR SIDEWALKS SHALL HAVE CAST IRON COVERS FLUSH WITH FINISHED GRADE. 28.CONTRACTOR SHALL PROVIDE BACKWATER VALVES FOR PLUMBING FIXTURES AS REQUIRED BY THE APPLICABLE PLUMBING CODE (E.G. FLOOR ELEVATION OF FIXTURE UNIT IS BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER). CONTRACTOR SHALL REVIEW BOTH MEP AND CIVIL PLANS TO CONFIRM WHERE THESE ARE REQUIRED. 29.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY. 30.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER. ABBREVIATIONS AND DEFINITIONS: A AREA ADA AMERICANS WITH DISABILITIES ACT AWWA AMERICAN WATER WORKS ASSOCIATION B-B BACK TO BACK BC BEGIN CURVE BC BACK OF CURB BCR BEGIN CURB RETURN BMP BEST MANAGEMENT PRACTICE BOC BACK OF CURB BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION BW BOTTOM OF WALL CFS CUBIC FEET PER SECOND CITY CITY, TOWN, OR OTHER APPLICABLE LOCAL GOVERNMENT JURISDICTION C/L CENTERLINE CL CENTERLINE CONC CONCRETE CY CUBIC YARD DEMO DEMOLITION DG DECOMPOSED GRANITE DTL DETAIL EA EACH EC END CURVE ECR END CURB RETURN EG EXISTING GROUND EL ELEVATION ELEC ELECTRICAL / ELECTRICITY ELEV ELEVATION EPA UNITES STATES ENVIRONMENTAL PROTECTION AGENCY ESMT EASEMENT EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EX.EXISTING F-F FACE TO FACE FG FINISHED GROUND FH FIRE HYDRANT FL FLOW LINE FOC FACE OF CURB FT FEET HGL HYDRAULIC GRADE LINE KH KIMLEY-HORN AND ASSOCIATES, INC. KHA KIMLEY-HORN AND ASSOCIATES, INC. LAT LATERAL LF LINEAR FEET LT LEFT MAX MAXIMUM ME MATCH EXISTING ELEVATION MH MANHOLE MIN MINUTE / MINIMUM NO NUMBER NOI NOTICE OF INTENT, REF. TCEQ GENERAL PERMIT NOT NOTICE OF TERMINATION, REF. TCEQ GENERAL PERMIT NTS NOT TO SCALE OC ON CENTER OFF OFFSET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PC POINT OF CURVATURE PCC PORTLAND CEMENT CONCRETE / POINT OF COMPOUND CURVATURE PGL PROPOSED GRADE LINE PI POINT OF INFLECTION PROP PROPOSED PRC POINT OF REVERSE CURVATURE PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INFLECTION PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE ROW RIGHT OF WAY RT RIGHT SF SQUARE FEET SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD SY SQUARE YARD TAS ARCHITECTURAL BARRIERS TEXAS ACCESSIBILITY STANDARDS TC TOP OF CURB TCEQ TEXAS COMMISSION OF ENVIRONMENTAL QUALITY TEMP TEMPORARY TXDOT TEXAS DEPARTMENT OF TRANSPORTATION TXMUTCD TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES TW TOP OF WALL TYP TYPICAL VC VERTICAL CURVE WTR WATER WW WASTEWATER UTILITY CONTACTS: 1.AT&T TELECOM, TBD 2.VERIZON TELECOM,TBD 3.CABLE COMPANY, TBD 4.ONCOR ELECTRIC, OMAR ALMEFLEH, (817) 355-7054, OMAR.ALMEFLEH@ONCOR.COM 5.ATMOS ENERGY, TBD 6.CITY WATER UTILITIES DEPARTMENT, TBD 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.DATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED4/1/2021 2:59 PMPLOTTED BYAIINEHSAZIAN, NADER 4/23/2021 9:45 AMDWG PATHK:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAMEC-GENN.dwgGATEWAY BUSINESSPARKTEXASCOPPELLIMAGESXREFS xTtlb22x34 : xTtlb067806208APRIL 2021DSANJADPG© 2021 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240PREPARED FORBROOKFIELD PROPERTIESWARNING: EXISTING UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD DRAWINGS AND ABOVE GROUND FIELD SURVEY DATA, THEREFORE THERE MAY BE UTILITIES PRESENT THAT ARE NOT SHOWN ON THESE CONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND USE CAUTION DURING CONSTRUCTION. NOTIFY ENGINEER AND OWNER OF ANY DISCREPANCIES. Know what's below. Call before you dig.04/23/2021BM #100: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON TOP O F A CONCRETE CURB OF A MEDIAN NOSE ON THE EAST SIDE OF EXCHANGE CIRCLE LOCATED APPROXIMATELY 420 FEET NORTH OF THE CENTERLINE OF GATEWAY BOULEVARD. ELEV. = 523.24 BM #101: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON A CONCRETE CURB LOCATED APPROXIMATELY 890 FEET EAST OF THE CENTERLINE OF EXCHANGE CIRCLE AND 350 FEET NORTH OF GATEWAY BOULEVARD. ELEV. = 519.63 BM #102: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON A CONCRETE CURB LOCATED APPROXIMATELY 850 FEET NORTH OF THE CENTERLINE OF GATEWAY BOULEVARD AND 420 FEET WEST OF THE CENTERLINE OF FREEPORT PARKWAY. ELEV. = 520.23 BENCHMARKS C-003KH GENERALNOTES EEFXXXXXXXXX X EESDDDDFOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHE OHEOHE8"WSSSSSSSSSSSSDD8"W8"W8"W8"W8"W8"W8"WLOT 3C, BLOCK 2GATEWAY BUSINESS PARKVOL. 2001083 PG. 19D.R.D.C.T.PROLOGIS TEXAS II LLC INST. NO 20080201564 REMAINDER OF 16.51 ACRES, HAVERTY FURNATURECOMPANIES, INC., VOL 2001085, PG. 8033LOT 1R-2, BLOCK 2LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650HF COPPELL TX LANDLORD, LLCINST. NO 202000127487FR 750 GATEWAY, LLCINST. NO. 201500293509O.P.R.D.C.T.ST. LOUIS & SOUTHWESTERN RAILROAD(100' R.O.W., VOL 95, PG. 518)EXCHANGE CIRCLE(60' R.O.W.)PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINELOT 3A-R2, BLOCK 2LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650BSREP III EXCHANGE CIRCLE LLCINST. NO. 20200017431916.4089 ACRES714,770 SQ. FT.ZONING: LI NORTHING: 7031629.49EASTING: 2425093.86NORTHING: 7032471.69EASTING: 2425092.42NORTHING: 7032401.81EASTING: 2424208.39NORTHING: 7031624.52EASTING: 2424212.720.3858 ACRESHAVERTY FURNITURECOMPANIES, INC.VOL. 2001085, PG. 8039TO BE ABANDONED BY PLAT15' TEXAS UTILITIES ELECTRIC EASEMENTVOL. 90138, PG. 4289D.R.D.C.T.(POLES SHALL BE CENTERED 1.0' SOUTHOF PROPERTY LINE & SHALL HAVE SHORTARMS)10' T.P.&L. EASEMENT AND GENERALTELEPHONE COMPANY OF THESOUTHWEST EASEMENTVOL. 78088, PG. 638D.R.D.C.T.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001085, PG. 8057D.R.D.C.T.15' ONCOR ELECTRIC EASEMENTINST. NO. 20080120800O.P.R.D.C.T.10' T.P.&L. EASEMENT ANDGENERAL TELEPHONECOMPANY OF THE SOUTHWESTVOL. 78114, PG. 576D.R.D.C.T.LIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCEN85°28'50"E886.8'N0°19'10"W 777.3'S89°40'38"W881.2'S0°05'54"E 842.2'EXISTING 6'X5' RCB TOBE DEMOLISHED(BEGIN, 45 LF)EXISTING 6'X5' RCB TOBE DEMOLISHED(END, 45 LF)EXISTING HEADWALLTO BE DEMOLISHED(133 SF)EXISTING 6'X5' RCB TOBE DEMOLISHED(BEGIN, 70 LF)EXISTING 6'X5' RCB TOBE DEMOLISHED(END, 70 LF)EXISTING CURBTO BE DEMOLISHED(BEGIN, 115 LF)EXISTING POWER POLE AND OVERHEADELECTRICAL LINES TO BE RELOCATED.CONTRACTOR TO COORDINATE DIRECTLYWITH FRANCHISE UTILITY PROVIDER PRIORTO CONSTRUCTION ACTIVITY.EXISTING 6'X5' RCB TOBE DEMOLISHED(BEGIN, 19 LF)EXISTING 7'X5' RCB TOBE DEMOLISHED(BEGIN, 20 LF)EXISTING 6'X5' RCB TOBE DEMOLISHED(END, 19 LF)EXISTING 7'X5' RCB TOBE DEMOLISHED(END, 20 LF)EXISTING GRAVELTO BE DEMOLISHED(485 SF)EXISTING GRAVELTO BE DEMOLISHED(520 SF)EXISTING METAL FENCETO BE DEMOLISHED(350 LF)EXISTING CONCRETE PAVEMENTTO BE DEMOLISHED (270 SF)EXISTING GRAVELTO BE DEMOLISHED(340 SF)10' LANDSCAPE BUFFER10' SIDE YARD SETBACKBM #100BM #101BM #10220' UNDERGROUND DRAINAGE& UTILITY EASEMENTVOL. 95136, PG. 3876VOL. 96167, PG. 7179EXISTING POWER POLES AND OVERHEADELECTRIC LINES TO BE PROTECTEDEXISTING GRAVELTO BE DEMOLISHED(4,280 SF)EXISTING CHAIN LINKFENCE TO BE PROTECTEDEXISTING CURBTO BE DEMOLISHED(END, 115 LF)EXISTING FIRE HYDRANTTO BE PROTECTEDEXISTING STORM SEWERMANHOLE TO BE PROTECTEDEXISTING SANITARY SEWERMANHOLE TO BE PROTECTEDEXISTING "Y" INLETTO BE REMOVEDEXISTING 18" RCPTO BE DEMOLISHED(BEGIN, 30 LF)EXISTING 18" RCPTO BE DEMOLISHED(END, 30 LF)EXISTING STORM DRAINMANHOLE TO BE REMOVEDEXISTING STORM DRAINMANHOLE TO BE REMOVEDEXISTING STORM SEWERMANHOLE TO BE REMOVEDEXISTING CONCRETE PAVEMENTTO BE DEMOLISHED (185 SF)APPROXIMATE LOCATION OFTEMPORARY DRAINAGE EASEMENTVOL. 96167, PG. 7179VOL. 99133, PG. 136D.R.D.C.T.(TO BE ABANDONED BY PLAT)EXISTING CHAN LINK FENCETO BE RELOCATED TOPROPERTY LINE20' UNDERGROUND DRAINAGE &UTILITY EASEMENTVOL. 95139. PG. 3876VOL. 96167, PG 7179D.R.D.C.T.20' DRAINAGE EASEMENTVOL. 2001083. PG. 19D.R.D.C.T.20' DRAINAGE ANDUTILITY EASEMENTVOL. 96167, PG. 7179D.R.D.C.T.(TO BE ABANDONED BY PLAT)APPROXIMATE LOCATION OFTEMPORARY DRAINAGE EASEMENTVOL. 96167, PG. 7179VOL. 99133, PG. 136D.R.D.C.T.(TO BE ABANDONED BY PLAT)20' WATER EASEMENTINST. NO. 20080120800O.P.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.20' TU ELECTRICEASEMENTVOL. 2001083, PG. 19D.R.D.C.T.24' FIRE LANEEASEMENTVOL. 2001083, PG. 19D.R.D.C.T.45' DRAINAGE ANDSANITARY SEWEREASEMENTVOL. 2001083, PG. 19D.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.20' UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.LOT 3B, BLOCK 2, GATEWAY BUSINESS PARK VOL. 2001083 PG. 1920' DRAINAGE ANDUTILITY EASEMENTVOL. 96167, PG. 7179D.R.D.C.T.STORM DRAIN DESIGN INFORMATION FOR EXISTING STORMDRAIN LATERAL IS UNKNOWN. CONTRACTOR TO FIELD VERIFYLOCATION AND INVERT ELEVATION OF EXISTING LATERAL ANDNOTIFY ENGINEER IMMEDIATELY SHOULD THE LOCATION DIFFERFROM THIS PLAN.EXISTING STORM TO REMAINEXISTING STORM TO REMAINThis 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 2/4/2021 9:16 AMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:45 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-DEMO.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xSite : xEsmt : xExUtil : xSurv : xPave : xBndy : xTtlb : xExSite 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIESWARNING: EXISTING UTILITIES SHOWN ARE BASED ONAVAILABLE RECORD DRAWINGS AND ABOVE GROUNDFIELD SURVEY DATA, THEREFORE THERE MAY BEUTILITIES PRESENT THAT ARE NOT SHOWN ON THESECONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFYPRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIORTO CONSTRUCTION AND USE CAUTION DURINGCONSTRUCTION. NOTIFY ENGINEER AND OWNER OF ANYDISCREPANCIES.Know what's below. Call before you dig.04/23/2021BM #100: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON TOPO F A CONCRETE CURB OF A MEDIAN NOSE ON THE EAST SIDE OFEXCHANGE CIRCLE LOCATED APPROXIMATELY 420 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD.ELEV. = 523.24BM #101: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 890 FEET EAST OF THECENTERLINE OF EXCHANGE CIRCLE AND 350 FEET NORTH OF GATEWAYBOULEVARD.ELEV. = 519.63BM #102: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 850 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD AND 420 FEET WEST OF THECENTERLINE OF FREEPORT PARKWAY.ELEV. = 520.23BENCHMARKS1.THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIAL FROM THEPROJECT AREA. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT ANDIS NOT A SEPARATE PAY ITEM.2.ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALSENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTERESULTING FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OFAT A LEGAL DISPOSAL FACILITY OFF-SITE BY THE CONTRACTOR AT THEIREXPENSE UNLESS OTHERWISE SPECIFIED OR AGREED TO BY THECURRENT PROPERTY OWNER.3.CONTRACTOR SHALL REMOVE ALL SILT, DIRT, DEBRIS, ETC. FROM INLETS,STORM DRAINS, CULVERTS, MANHOLE AND STREET GUTTERS.4.ALL EXISTING MANHOLES, VALVES, AND CLEANOUTS SHALL BE ADJUSTEDTO FINISH GRADE UNLESS OTHERWISE NOTED ON GRADING PLAN. REFERTO GRADING PLAN FOR DETAILS.5.SAW CUT LIMITS SHOWN TO BE 1' FROM EXISTING FACE OF CURB.REFERENCE DIMENSIONAL CONTROL PLAN AND PAVING PLAN FORPROPOSED CONNECTION DETAILS.NOTESPROPERTY LINEEASEMENTSETBACK LINELEGENDXXEXISTING CONCRETE PAVEMENTEXISTING OVERHEAD POWER LINE DEMOEXISTING POWER POLE DEMOEXISTING MANHOLE DEMOEXISTING FENCE DEMO4949516.93 8POWER PO L E W / G UY O HL 1 B OHELIMITS OF DISTURBANCEDDEXISTING "Y" INLET DEMOEXISTING STORM SEWER TO REMAINEXISTING STORM SEWER DEMOFULL DEPTH SAWCUTC-101DEMOLITION PLAN NORTH0GRAPHIC SCALE IN FEET50 2550100 DDFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLOHE OHE OHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHEOHEFPROPOSEDBUILDING 1(176,606 SF)PROPOSEDBUILDING 2(139,318 SF)ST. LOUIS & SOUTHWESTERN RAILROAD(100' R.O.W., VOL 95, PG. 518)ZONING: LIZONING: LIEXCHANGE CIRCLE(60' R.O.W.)900 EXCHANGE CIRCLE950 EXCHANGE CIRCLEPROPOSEDLOADING AREAPROPOSEDLOADING AREAPROPOSEDLOADING AREAPROPOSEDLOADING AREAPROPERTY LINEPROPOSED RETAININGWALL. DESIGN BY OTHERSPROPERTY LINEPROPERTY LINEPROPERTY LINENORTHING: 7032056.99EASTING: 2424289.57NORTHING: 7032060.90EASTING: 2424983.53NORTHING: 7031937.25EASTING: 2424336.25NORTHING: 7031940.90EASTING: 2424984.21NORTHING: 7032401.81EASTING: 2424208.39NORTHING: 7032471.69EASTING: 2425092.43NORTHING: 7031629.49EASTING: 2425093.86NORTHING: 7031624.52EASTING: 2424212.73R60'R60'R54'R30'R30'R30'R30'R30'R180'R45'R46'R30'R30'R82'R10'R 36'R 36'>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>N85°28'50"E886.8'S0°05'54"E 842.2'S89°40'38"W881.2'N0°19'10"W 777.3'R 5'PROPOSED 25' WATEREASEMENT (BY PLAT)PROPOSED 10'LANDSCAPE BUFFERPROPSED 5' SIDEWALKPROPOSED 10' BUILDINGSETBACK (BY PLAT)PROPOSED 10' BUILDINGSETBACK (BY PLAT)APPROXIMATE LOCATIONOF RELOCATED POWER LINEBM #100BM #101BM #102ANTICIPATED PUMPROOM LOCATIONANTICIPATED PUMPROOM LOCATIONCONSTRUCT 5' CURB CUT ANDRIP RAP IN LANDSCAPINGCONSTRUCT 5' CURB CUT ANDRIP RAP IN LANDSCAPINGPROPOSED 60' BUILDINGSETBACK (BY PLAT)PROPOSED SWALEPROPOSED SWALEPROPOSED SWALEPROPOSED SWALE261.0'3.0' (TYP.)392.9'8.9'636.0'17.6'19.5'261.0'3.0'(TYP.)6.8'18.0'(TYP.)18.0'(TYP.)18.0'261.0'15.0'18.0'(TYP.)18.0'(TYP.)18.0'(TYP.)8.5'313.5'R10'50.8'5.3'46.6'587.0'17.4'4.0'243.0'1.5' 633.5'7.5'24.0'279.0'37.4'R10'R10'LOT 3C, BLOCK 2GATEWAY BUSINESS PARKVOL. 2001083 PG. 19D.R.D.C.T.PROLOGIS TEXAS II LLC INST. NO 20080201564 REMAINDER OF 16.51 ACRES, HAVERTY FURNATURECOMPANIES, INC., VOL 2001085, PG. 8033LOT 1R-2, BLOCK 2LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650HF COPPELL TX LANDLORD, LLCINST. NO 202000127487FR 750 GATEWAY, LLCINST. NO. 201500293509O.P.R.D.C.T.LOT 3A-R2, BLOCK 2LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650BSREP III EXCHANGE CIRCLE LLCINST. NO. 20200017431916.4089 ACRES714,770 SQ. FT.15' TEXAS UTILITIES ELECTRIC EASEMENTVOL. 90138, PG. 4289D.R.D.C.T.(POLES SHALL BE CENTERED 1.0' SOUTHOF PROPERTY LINE & SHALL HAVE SHORTARMS)10' T.P.&L. EASEMENT AND GENERALTELEPHONE COMPANY OF THESOUTHWEST EASEMENTVOL. 78088, PG. 638D.R.D.C.T.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001085, PG. 8057D.R.D.C.T.15' ONCOR ELECTRIC EASEMENTINST. NO. 20080120800O.P.R.D.C.T.10' T.P.&L. EASEMENT ANDGENERAL TELEPHONECOMPANY OF THE SOUTHWESTVOL. 78114, PG. 576D.R.D.C.T.15' ONCOR EASEMENTBY SEPARATE INST.(INST. NO. ________)20' UNDERGROUND DRAINAGE& UTILITY EASEMENTVOL. 95136, PG. 3876VOL. 96167, PG. 717920' UNDERGROUND DRAINAGE &UTILITY EASEMENTVOL. 95139. PG. 3876VOL. 96167, PG 7179D.R.D.C.T.20' DRAINAGE EASEMENTVOL. 2001083. PG. 19D.R.D.C.T.20' WATER EASEMENTINST. NO. 20080120800O.P.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.20' TU ELECTRICEASEMENTVOL. 2001083, PG. 19D.R.D.C.T.24' FIRE LANEEASEMENTVOL. 2001083, PG. 19D.R.D.C.T.45' DRAINAGE ANDSANITARY SEWEREASEMENTVOL. 2001083, PG. 19D.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.20' UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.LOT 3B, BLOCK 2, GATEWAY BUSINESS PARK VOL. 2001083 PG. 1920' DRAINAGE ANDUTILITY EASEMENTVOL. 96167, PG. 7179D.R.D.C.T.PROPOSED DRAINAGE &UTILITY EASEMENT (BYPLAT)PROPOSED 24' FIRE LANEEASEMENT (BY PLAT)PROPOSED 24' FIRE LANEEASEMENT (BY PLAT)PROPOSED 36' FIRE LANEEASEMENT (BY PLAT)60.0'250.0'200.0'210.0'31.8'24.0'83.6'24.0'24.0'18.0'(TYP.)9.0'(TYP.)18.0'(TYP.)18.0'(TYP.)9.0'(TYP.)18.0' (TYP.)9.0'(TYP.)18.0'(TYP.)24.0'FIRE LANE9.0'(TYP.)18.0' (TYP.)17.5'17.5'9.0' (TYP.) 9.0'(TYP.) 15.0' 5.0'(TYP.)5.0'(TYP.)5.0'(TYP.)5.0'(TYP.)5.0'(TYP.)694.0'250.0'648.0'210.0' 3.0' (TYP.) 24.0'FIRE LANE 82.0' VARIES 10.0'9.0'9.0'9.0'9.0'9.0' 18.0'10.8'10.8'18.0' 9.0'9.0' 9.0'9.0'9.0'9.0'389.9'286.8'18.6'25.7'59.9'36.0'72.1'488.1'94.0'66.3'17.3'537.9'688.9'238.6'4.8'256.7'16.2'17.5'16.2'5.0'11.2'14.1'11.2'9.0'19.1'50.0'17.3'50.0' 4.8' 4.8'17.3'50.0'17.3'50.0'54.0'40.0'54.0'40.0'50.0'40.0'50.0'40.0'5.0'(TYP.)251.1'56.3'25.4'VARIES23.9'6.5'12.8'17.0'9.0'(TYP.)9.0'(TYP.)9.0'(TYP.)9.0'(TYP.)9.0'(TYP.)9.0'(TYP.)24.0' 24.0' FIRE LANE24.0'FIRE LANE36.0'FIRE LANE24.0' FIRE LANE 62.0' 24.0'24.0'FIRE LANE24.0'FIRE LANER30'13.2'9.5'20.3'112.2'45.2'109.6'44.6'125.3'54.8'R5'R30'R30'R5'R30'10.8'108.2'43.2'109.1'15'X15' DUMPSTER ENCLOSURE. DUMPSTERWILL NEED TO BE SCREENED TO CITYREQUIREMENTS. DUMPSTER CANNOT BELOCATED IN REQUIRED PARKING SPACES.R30'R30'R30'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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 3/2/2021 5:48 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:45 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-DIMC.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xSite : xExUtil : xSurv : xBndy : xExSite : xSite : xWater : xTtlb : xEsmt : xStrm : xHtch 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIESWARNING: EXISTING UTILITIES SHOWN ARE BASED ONAVAILABLE RECORD DRAWINGS AND ABOVE GROUNDFIELD SURVEY DATA, THEREFORE THERE MAY BEUTILITIES PRESENT THAT ARE NOT SHOWN ON THESECONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFYPRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIORTO CONSTRUCTION AND USE CAUTION DURINGCONSTRUCTION. NOTIFY ENGINEER AND OWNER OF ANYDISCREPANCIES.Know what's below. Call before you dig.04/23/2021BM #100: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON TOPO F A CONCRETE CURB OF A MEDIAN NOSE ON THE EAST SIDE OFEXCHANGE CIRCLE LOCATED APPROXIMATELY 420 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD.ELEV. = 523.24BM #101: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 890 FEET EAST OF THECENTERLINE OF EXCHANGE CIRCLE AND 350 FEET NORTH OF GATEWAYBOULEVARD.ELEV. = 519.63BM #102: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 850 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD AND 420 FEET WEST OF THECENTERLINE OF FREEPORT PARKWAY.ELEV. = 520.23BENCHMARKSLEGENDPROPERTY LINEFIRE LANEFIRE HYDRANTPROPOSED RETAINING WALLPROPOSED CURBPROPOSED SWALEBENCHMARK LOCATIONPARKING SUMMARY TABLEBUILDING 1 (176,606 S.F.):PROPOSED OFFICE AREAPROPOSED WAREHOUSE AREAREQUIRED AUTO PARKING SPACESPROPOSED AUTO PARKING SPACESADA PARKING SPACES PROVIDEDBUILDING 2 (139,318 S.F.):PROPOSED OFFICE AREAPROPOSED WAREHOUSE AREAREQUIRED AUTO PARKING SPACESPROPOSED AUTO PARKING SPACESADA PARKING SPACES PROVIDED8,830 SF167,776 SF19821576,966 SF132,352 SF15716661.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THESTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FORNORTH CENTRAL TEXAS, LATEST EDITION, AND THE CITY OF COPPELLSTANDARD CONSTRUCTION DETAILS.2.DURING THE CONSTRUCTION OF THESE IMPROVEMENTS, ANYINTERPRETATION OF THE STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS, AND ANYMATTER WHICH REQUIRES THE APPROVAL OF THE OWNER, MUST BEAPPROVED BY THE DIRECTOR OF ENGINEERING OR HIS DESIGNEEBEFORE ANY CONSTRUCTION INVOLVING THAT DECISION COMMENCES.ASSUMPTIONS ABOUT WHAT THESE DECISIONS MIGHT BE WHICH AREMADE DURING THE BIDDING PHASE WILL HAVE NO BEARING ON THEDECISION.3.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.4.ALL CURBS ARE 6" IN HEIGHT UNLESS OTHERWISE NOTED.5.ALL CURBS ARE 3' IN RADIUS UNLESS DIMENSIONED OTHERWISE.6.NO OUTSIDE STORAGE IS PROPOSED.7.ALL PARKING SHOWN IS 9.0' X 18.0' UNLESS OTHERWISE NOTED.NOTESBUILDING 1 PARKING CALCULATIONSSF OFFICE = 8,830 SF ÷ 300 SF PER SPACE = 30 SPACES167,776 SF WAREHOUSE ÷ 1000 SF PER SPACE = 168 SPACESTOTAL REQUIRED SPACES AT 5% OFFICE = 30 + 168 = 198 SPACESBUILDING 2 PARKING CALCULATIONSSF OFFICE = 6,966 SF ÷ 300 SF PER SPACE = 24 SPACES132,352 SF WAREHOUSE ÷ 1000 SF PER SPACE = 133 SPACESTOTAL REQUIRED SPACES AT 5% OFFICE = 24 + 133 = 157 SPACESSITE DATA TABLEEXISTING ZONINGPROPOSED USESOFFICE AREAWAREHOUSE AREATOTAL BUILDING AREABUILDING HEIGHTPROPOSED LOT COVERAGEFLOOR AREA RATIOIMPERMEABLE AREALIGHT INDUSTRIALOFFICE, WAREHOUSE15,796 SF300,128 SF315,924 SF36'44.5%0.445± 13.7 ACNORTH0GRAPHIC SCALE IN FEET50 2550100C-102DIMENSION CONTROL PLAN FL> FFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLOHE OHE OHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHEOHESDF8"WSSSSSSSSSSSSD8"W8"W8"W8"W8"W8"W8"WPROPOSEDBUILDING 1(176,606 SF)PROPOSEDBUILDING 2(139,318 SF)900 EXCHANGE CIRCLE950 EXCHANGE CIRCLEST. LOUIS & SOUTHWESTERN RAILROAD(100' R.O.W., VOL 95, PG. 518)EXCHANGE CIRCLE(60' R.O.W.)SDF8"WSSSSSSSSSSSSD8"W8"W8"W8"W8"W8"W8"WAPPROXIMATE LOCATIONOF RELOCATED POWER LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEBM #100BM #101BM #102REFER TO ARCHITECTUREPLANS FOR DETAILSREFER TO ARCHITECTUREPLANS FOR DETAILSREFER TO ARCHITECTUREPLANS FOR DETAILSREFER TO ARCHITECTUREPLANS FOR DETAILSN85°28'50"E886.8'S0°05'54"E 842.2'S89°40'38"W881.2'N0°19'10"W 777.3'EXISTING INLET (TYP.)EXISTING FIREHYDRANT (TYP.)PROPOSED 10'LANDSCAPE BUFFERPROPOSED 10' BUILDINGSETBACK (BY PLAT)PROPOSED 10' BUILDINGSETBACK (BY PLAT)PROPOSED 60' BUILDINGSETBACK (BY PLAT)LOT 3C, BLOCK 2GATEWAY BUSINESS PARKVOL. 2001083 PG. 19D.R.D.C.T.PROLOGIS TEXAS II LLC INST. NO 20080201564 REMAINDER OF 16.51 ACRES, HAVERTY FURNATURECOMPANIES, INC., VOL 2001085, PG. 8033LOT 1R-2, BLOCK 2LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650HF COPPELL TX LANDLORD, LLCINST. NO 202000127487FR 750 GATEWAY, LLCINST. NO. 201500293509O.P.R.D.C.T.LOT 3A-R2, BLOCK 2LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650BSREP III EXCHANGE CIRCLE LLCINST. NO. 20200017431916.4089 ACRES714,770 SQ. FT.15' TEXAS UTILITIES ELECTRIC EASEMENTVOL. 90138, PG. 4289D.R.D.C.T.(POLES SHALL BE CENTERED 1.0' SOUTHOF PROPERTY LINE & SHALL HAVE SHORTARMS)10' T.P.&L. EASEMENT AND GENERALTELEPHONE COMPANY OF THESOUTHWEST EASEMENTVOL. 78088, PG. 638D.R.D.C.T.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001085, PG. 8057D.R.D.C.T.15' ONCOR ELECTRIC EASEMENTINST. NO. 20080120800O.P.R.D.C.T.10' T.P.&L. EASEMENT ANDGENERAL TELEPHONECOMPANY OF THE SOUTHWESTVOL. 78114, PG. 576D.R.D.C.T.15' ONCOR EASEMENTBY SEPARATE INST.(INST. NO. ________)20' UNDERGROUND DRAINAGE& UTILITY EASEMENTVOL. 95136, PG. 3876VOL. 96167, PG. 717920' UNDERGROUND DRAINAGE &UTILITY EASEMENTVOL. 95139. PG. 3876VOL. 96167, PG 7179D.R.D.C.T.20' DRAINAGE EASEMENTVOL. 2001083. PG. 19D.R.D.C.T.20' WATER EASEMENTINST. NO. 20080120800O.P.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.20' TU ELECTRICEASEMENTVOL. 2001083, PG. 19D.R.D.C.T.24' FIRE LANEEASEMENTVOL. 2001083, PG. 19D.R.D.C.T.45' DRAINAGE ANDSANITARY SEWEREASEMENTVOL. 2001083, PG. 19D.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.20' UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.LOT 3B, BLOCK 2, GATEWAY BUSINESS PARK VOL. 2001083 PG. 1920' DRAINAGE ANDUTILITY EASEMENTVOL. 96167, PG. 7179D.R.D.C.T.PROPOSED DRAINAGE &UTILITY EASEMENT (BYPLAT)PROPOSED 24' FIRE LANEEASEMENT (BY PLAT)PROPOSED 24' FIRE LANEEASEMENT (BY PLAT)PROPOSED 36' FIRE LANEEASEMENT (BY PLAT)PROPOSED 25' WATEREASEMENT (BY PLAT)5' CURB CUTAND RIP RAP5' CURB CUTAND RIP RAPACCESSIBLE PARKING STRIPINGSEE SHEET C-501 FOR DETAILACCESSIBLE PARKING STRIPINGSEE SHEET C-501 FOR DETAILACCESSIBLE PARKING STRIPINGSEE SHEET C-501 FOR DETAILACCESSIBLE PARKING STRIPINGSEE SHEET C-501 FOR DETAIL±113 LF SAWCUT,CONNECT TO EXISTINGPAVEMENT6" TO 0" CURB TAPER OVER 3'ON EITHER SIDE OF SIDEWALKThis 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 2/4/2021 11:20 AMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:46 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-PAVE.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb : xEsmt : xExUtil : xSurv : xBndy : xSite : xHtch : xWater : xExSite 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIESWARNING: EXISTING UTILITIES SHOWN ARE BASED ONAVAILABLE RECORD DRAWINGS AND ABOVE GROUNDFIELD SURVEY DATA, THEREFORE THERE MAY BEUTILITIES PRESENT THAT ARE NOT SHOWN ON THESECONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFYPRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIORTO CONSTRUCTION AND USE CAUTION DURINGCONSTRUCTION. NOTIFY ENGINEER AND OWNER OF ANYDISCREPANCIES.Know what's below. Call before you dig.04/23/2021BM #100: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON TOPO F A CONCRETE CURB OF A MEDIAN NOSE ON THE EAST SIDE OFEXCHANGE CIRCLE LOCATED APPROXIMATELY 420 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD.ELEV. = 523.24BM #101: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 890 FEET EAST OF THECENTERLINE OF EXCHANGE CIRCLE AND 350 FEET NORTH OF GATEWAYBOULEVARD.ELEV. = 519.63BM #102: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 850 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD AND 420 FEET WEST OF THECENTERLINE OF FREEPORT PARKWAY.ELEV. = 520.23BENCHMARKS1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.2.ALL CURB RADII ARE 3' UNLESS DIMENSIONED OTHERWISE.3.PAVEMENT SECTIONS SHOWN FOR REFERENCE ONLY. SEE GEOTECHNICALREPORT FOR DETAILS.4.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICALMANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, ETC. TO MATCHPROPOSED FINISHED GRADES IF NECESSARY.NOTESFLLEGENDPROPERTY LINEPROPOSED 5" CONCRETE PAVEMENT(PRIVATE) (LIGHT) PER THIS SHEETPROPOSED 7" CONCRETE PAVEMENT(PRIVATE) (MEDIUM) PER THIS SHEETPROPOSED 8" CONCRETE PAVEMENT(PRIVATE) (HEAVY) PER THIS SHEETSIDEWALK 4" CONCRETE PAVEMENT(PRIVATE) PER THIS SHEETPROPOSED LANDSCAPEFIRE LANESANITARY SEWER MANHOLESTORM SEWER MANHOLEFIRE HYDRANTNORTH0GRAPHIC SCALE IN FEET50 2550100NOTE:PAVEMENT SECTIONS SHOWN FOR REFERENCE ONLY. SEE GEOTECHNICALREPORT FOR DETAILS.8" LIME TREATED SUBGRADE, REFERENCE GEOTECHNICAL REPORT FORDETAILSLIGHT DUTY PAVEMENT SECTION7" 4,000 PSI. CONCRETE @ 28 DAYS WITH #4 BARS @18" O.C. BOTH WAYSNOTE:PAVEMENT SECTIONS SHOWN FOR REFERENCE ONLY. SEE GEOTECHNICALREPORT FOR DETAILS.MEDIUM DUTY PAVEMENT SECTION5" 3,000 PSI. CONCRETE @ 28 DAYS WITH #3 BARS @24" O.C. BOTH WAYS8" LIME TREATED SUBGRADE, REFERENCE GEOTECHNICAL REPORT FORDETAILS8" 4,000 PSI. CONCRETE @ 28 DAYS WITH #4 BARS @18" O.C. BOTH WAYSNOTE:PAVEMENT SECTIONS SHOWN FOR REFERENCE ONLY. SEE GEOTECHNICALREPORT FOR DETAILS.HEAVY DUTY PAVEMENT SECTION8" LIME TREATED SUBGRADE, REFERENCE GEOTECHNICAL REPORT FORDETAILSC-103PAVING PLAN SD2.5" 5"8" 3.5" 7"8" 4" 8"8" TTEFXX X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHETDSFOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE522521 520 519 519 523526 RRRR RRR RRRRPROPOSEDBUILDING 1(176,606 SF)1.00%APPROXIMATE LOCATIONOF RELOCATED POWER LINE522.82522.39521.76521.93522.20522.82522.27522.26523.00523.00521.89520.62521.79522.42520.96521.08521.51521.58521.17522.07521.24521.15523.00523.00523.00522.00TL523.00522.42522.42522.19522.24522.42522.54522.00521.88522.40522.42522.00522.08521.99522.19522.19522.20521.87519.87518.45518.46522.39520.96521.35522.39521.97522.04522.39521.60521.31522.39521.97521.91522.39521.14521.47521.35520.96521.09521.47521.54521.18522.00522.09522.35521.97522.00522.35522.35522.12522.08522.35522.35521.63521.66522.35520.58TG520.99TG522.24521.16521.24520.67GL520.55GL520.68GL521.97522.19522.09521.97521.55521.35522.35522.14522.39522.24522.58522.19522.19522.19516.70TG517.93TG518.65TG518.96TG517.36TG517.80HP518.44HP519.55HP519.55HP519.78HP518.42HPPROPERTY LINEPROPERTY LINEPROPERTY LINE519.16ME519.80ME519.77ME519.70ME522.16ME519.45ME519.19ME518.70ME518.85ME518.45ME518.88ME0.84% 4.00% 0.50% 3.00% 1.22%0.67%0.51%2.18%2.14%1.00%1.00%0.00%3.00%0.51%3.00%1.24%4.50%3.50%2.00%5.24%518.40522 522520521518519522 518 522 524 523522521520519519520521522523522523524525 522523 5285 2 7 526 525 524 523 522 521 520 527 5 2 6 525524523522521520519518517516515514513514515516517518519 52052151951951 9 512513514515516517518519520520518517516515511512513SEE DETAIL B, SHEETC-203 FOR ADDITIONALGRADING INFORMATION.FFE = 523.00N85°28'50"E886.8'S0°05'54"E 842.2'519.00519.001.5% 1.5%1.5%1.5%1.5%1.5%525 PROPOSED 10' BUILDINGSETBACK (BY PLAT)PROPOSED 10' BUILDINGSETBACK (BY PLAT)REMAINDER OF 16.51 ACRES, HAVERTY FURNATURECOMPANIES, INC., VOL 2001085, PG. 8033 15' TEXAS UTILITIES ELECTRIC EASEMENTVOL. 90138, PG. 4289D.R.D.C.T.(POLES SHALL BE CENTERED 1.0' SOUTHOF PROPERTY LINE & SHALL HAVE SHORTARMS)10' T.P.&L. EASEMENT AND GENERALTELEPHONE COMPANY OF THESOUTHWEST EASEMENTVOL. 78088, PG. 638D.R.D.C.T.10' T.P.&L. EASEMENT ANDGENERAL TELEPHONECOMPANY OF THE SOUTHWESTVOL. 78114, PG. 576D.R.D.C.T.15' ONCOR EASEMENTBY SEPARATE INST.(INST. NO. ________)20' UNDERGROUND DRAINAGE &UTILITY EASEMENTVOL. 95139. PG. 3876VOL. 96167, PG 7179D.R.D.C.T.20' DRAINAGE EASEMENTVOL. 2001083. PG. 19D.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.20' UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.PROPOSED DRAINAGE &UTILITY EASEMENT (BYPLAT)PROPOSED 24' FIRE LANEEASEMENT (BY PLAT)520.12ME518.55ME521.05TC521.17TCR R R R R R 518.40518.40518.40518.40518.401.00% 1.00% 1.00% 1.00% 1.00% R520.36TC521.84SEE DETAIL A, SHEETC-203 FOR ADDITIONALGRADING INFORMATION.523.00519.96BW521.46TW520.70519.70BW521.20TW520.63521.13BW521.13TW520.84BW522.34TW520.84BW521.87TW521.84BW521.84TW521.37521.34520.59GL521.09TC520.59GL521.09TC519.86GL4:14: 1521.761.84%522.24521.51523.00523.00520.41518.45518.45518.459 : 1 5:1 5:1 517.41This 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 3/1/2021 5:41 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:46 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-GRAD.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xBndy : xEsmt : xExUtil : xStrm : xSurv : xWater : xTtlb : xSite : xExSite : oSurfFG 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIESWARNING: EXISTING UTILITIES SHOWN ARE BASED ONAVAILABLE RECORD DRAWINGS AND ABOVE GROUNDFIELD SURVEY DATA, THEREFORE THERE MAY BEUTILITIES PRESENT THAT ARE NOT SHOWN ON THESECONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFYPRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIORTO CONSTRUCTION AND USE CAUTION DURINGCONSTRUCTION. NOTIFY ENGINEER AND OWNER OF ANYDISCREPANCIES.Know what's below. Call before you dig.04/23/2021BM #100: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON TOPO F A CONCRETE CURB OF A MEDIAN NOSE ON THE EAST SIDE OFEXCHANGE CIRCLE LOCATED APPROXIMATELY 420 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD.ELEV. = 523.24BM #101: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 890 FEET EAST OF THECENTERLINE OF EXCHANGE CIRCLE AND 350 FEET NORTH OF GATEWAYBOULEVARD.ELEV. = 519.63BM #102: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 850 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD AND 420 FEET WEST OF THECENTERLINE OF FREEPORT PARKWAY.ELEV. = 520.23BENCHMARKSGRADING PLAN (SHEET 1 OF 2)C-201NOTES1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED.2.CONTRACTOR TO VERIFY A.D.A. COMPLIANCE. FOR ANY QUESTIONS CONTACTCIVIL ENGINEER IMMEDIATELY.3.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAYCROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TOEXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPEAND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS.4.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICALMANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLESETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY.5.MAXIMUM SLOPE IN TURF AREAS SHAL BE 4:1.6.REFER TO LANDSCAPE PLANS FOR GRADING DETAILS IN LANDSCAPE AREAS.KEY MAPPROPOSED CONTOURSEXISTING CONTOURSTOP OF PAVEMENT ELEVATIONTOP OF CURB ELEVATIONTOP OF GRATE INLET ELEVATIONCURB INLET ELEVATIONMATCH EXISTING ELEVATIONTOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATIONDRAINAGE ARROWSWALEHIGH POINTSANITARY SEWER MANHOLESTORMDRAIN MANHOLE506.50LEGEND506.50TG506.50GLRRR506.50ME596.00TW596.00BWMATCH LINE SEE SHEET C-202NORTH0GRAPHIC SCALE IN FEET30 153060522522SD506.50TC EX X X X X X X OHE OHE OHE OHEOHEOHEOHEOHEOHEOHE OHETDOHEOHEOHEOHEOHEOHEOHEOHE OHEOHE OHED PROPOSEDBUILDING 2(139,318 SF)520 523524526R R R R 525.36BWRRRRRRRRRR1.00%521.89521.71522.31522.13522.03521.94521.78521.47521.88521.75522.67522.67522.99ME522.39522.20522.08522.12522.75522.79523.00522.39521.96522.79521.91521.79523.00523.00521.72521.86521.86521.79521.60522.11522.32521.68521.59521.42521.60521.59521.50522.25522.32521.84520.56518.24518.43523.00523.00518.45518.47519.88520.28520.68521.84522.23522.38522.39521.94521.98522.38522.38522.06522.01522.39522.39522.39522.39522.39522.01522.39522.39521.96521.18521.55521.63521.30521.20521.56521.40521.92521.72521.53521.79522.08521.99520.71520.74519.87518.45518.46517.76TG517.53TG522.31522.14521.36521.25521.03521.26520.89GL520.92GL520.92GL521.15GL520.82GL518.40522.21521.96521.89522.01522.15522.23522.23521.79522.08522.38522.34522.04521.95523.00522.20522.47522.03521.94517.24TG517.77TG519.72TG519.74TG518.45HP520.74HP521.45HP522.27522.29PROPERTY LINEPROPERTY LINEPROPERTY LINE521.59ME521.58ME521.45ME521.92ME521.52ME519.68ME519.79ME519.46ME519.54ME519.70ME522.58ME521.67522.30522.400.00%1.00%1.00%1.81%0.04%1.00%1.11% 3.50% 1.00% 3.50% 1.13%522.03522.00522.03521.903.00%1.25%1.00%0.00%2.50%2.00%1.00%1.88%2.31%518.40519 52252 2 519 519522520522520520521522520521522522525522521 521 524522523522521520519 522521520519523521522523524525526521 520522523524522522521 5225225 1 9 519SEE DETAIL D, SHEETC-203 FOR ADDITIONALGRADING INFORMATION.SEE DETAIL C, SHEETC-203 FOR ADDITIONALGRADING INFORMATION.FFE = 523.00S89°40'38"W881.2'N0°19'10"W 777.3'519.00519.001.5%1.5%1.5%1.5%1.5% 1.5% 525PROPOSED 10'LANDSCAPE BUFFERPROPOSED 60' BUILDINGSETBACK (BY PLAT)LOT 3A-R2, BLOCK 2LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650BSREP III EXCHANGE CIRCLE LLCINST. NO. 20200017431916.4089 ACRES714,770 SQ. FT.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001085, PG. 8057D.R.D.C.T.15' ONCOR ELECTRIC EASEMENTINST. NO. 20080120800O.P.R.D.C.T.20' WATER EASEMENTINST. NO. 20080120800O.P.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.PROPOSED 24' FIRE LANEEASEMENT (BY PLAT)PROPOSED 36' FIRE LANEEASEMENT (BY PLAT)521.84HP520.06ME521.12TC521.31TC521.77TC521.72TC521.22GL521.41TC521.41TC521.39TCR R R R R R R R R R R R R R R R R R2.00%1.00%1.00%1.00%1.00%1.00%1.00%1.00%1.00%1.00%0.70%4.85%518.40518.40518.40518.40518.40518.40518.40518.40518.40518.40517.85TG518.10518.10518.10518.10518.10518.101.00% 1.00% 1.00% 1.00%518518518518518518518520 519 517.53TG517.53TG517.53TG517.53TG517.62TG1.49%0.75% 1.49%0.75% 1.49%0.75% 1.49%0.75% 1.49%0.75% 1.49%0.75%525.36TW523.96BW526.96TW523.46BW526.46TW522.65BW525.65TW523.53BW523.53TW523.44BW523.94TW522.00TL523.00523.00521.50TL523.00523.00522.65TC522.56TC522.58TC520.89GL521.38TC521.27GL4:14:1521.98521.26522.38521.761.84%520.47521.92518.45518.45518.45519.441.03%6:14:14:16:16:1522.68ME522.43ME522.54ME522.37PROPOSED 25' WATEREASEMENT (BY PLAT)517.28517.82TTThis 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 3/1/2021 5:41 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:59 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-GRAD.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xBndy : xEsmt : xExUtil : xStrm : xSurv : xWater : xTtlb : xSite : xExSite : oSurfFG 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIESWARNING: EXISTING UTILITIES SHOWN ARE BASED ONAVAILABLE RECORD DRAWINGS AND ABOVE GROUNDFIELD SURVEY DATA, THEREFORE THERE MAY BEUTILITIES PRESENT THAT ARE NOT SHOWN ON THESECONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFYPRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIORTO CONSTRUCTION AND USE CAUTION DURINGCONSTRUCTION. NOTIFY ENGINEER AND OWNER OF ANYDISCREPANCIES.Know what's below. Call before you dig.04/23/2021BM #100: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON TOPO F A CONCRETE CURB OF A MEDIAN NOSE ON THE EAST SIDE OFEXCHANGE CIRCLE LOCATED APPROXIMATELY 420 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD.ELEV. = 523.24BM #101: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 890 FEET EAST OF THECENTERLINE OF EXCHANGE CIRCLE AND 350 FEET NORTH OF GATEWAYBOULEVARD.ELEV. = 519.63BM #102: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 850 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD AND 420 FEET WEST OF THECENTERLINE OF FREEPORT PARKWAY.ELEV. = 520.23BENCHMARKSGRADING PLAN (SHEET 2 OF 2)C-202MATCH LINE SEE SHEET C-201NOTES1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED.2.CONTRACTOR TO VERIFY A.D.A. COMPLIANCE. FOR ANY QUESTIONS CONTACTCIVIL ENGINEER IMMEDIATELY.3.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAYCROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TOEXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPEAND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS.4.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICALMANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLESETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY.5.MAXIMUM SLOPE IN TURF AREAS SHAL BE 4:1.6.REFER TO LANDSCAPE PLANS FOR GRADING DETAILS IN LANDSCAPE AREAS.NORTH0GRAPHIC SCALE IN FEET30 153060KEY MAPPROPOSED CONTOURSEXISTING CONTOURSTOP OF PAVEMENT ELEVATIONTOP OF CURB ELEVATIONTOP OF GRATE INLET ELEVATIONCURB INLET ELEVATIONMATCH EXISTING ELEVATIONTOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATIONDRAINAGE ARROWSWALEHIGH POINTSANITARY SEWER MANHOLESTORMDRAIN MANHOLE506.50LEGEND506.50TG506.50GLRRR506.50ME596.00TW596.00BW522522SD506.50TC 515516 517 518 1.29%9.76%2.37%4.55%1.72%1.63%1.55%11.0'18.0'18.0'9.0'18.0'5.0'9.0'18.0'9.0'18.0'6.0'5.0'6.0'5.0'522.35522.07522.08522.35522.04522.35522.350" CURB522.05522.05522.35522.35522.06522.07522.350" CURB522.41522.91522.35TC522.41522.91522.35TCR R522.71522.721.64% R R 1.32%8.33%2.29%1.15% 1.01% 1.02% 1.03% 1.04% 18.0'5.0'18.0' 18.0'9.0'18.0'9.0'18.0'5.0'18.0'11.0'5.0'6.0'5.0'6.0'522.17522.07522.74522.77522.68522.19522.17522.17522.17522.17522.16522.16522.350" CURB522.35522.35522.35522.350" CURB522.35522.16522.35TC522.91522.41522.35TC522.41522.91R 8.33%10.01%1.50%1.03%1.02%1.01%1.00%18.0'9.0'5.0'18.0'9.0'18.0'9.0'18.0'5.0'11.0'6.0'5.0'6.0'5.0'522.18522.20522.39522.39522.25522.16522.81522.13522.87523.00522.390" CURB522.20522.20522.39522.39522.20522.20522.39522.20522.380" CURB522.20522.39FFE = 523.00522.39TC522.39TC522.45522.45522.20OHEOHEOHEOHEOHEOHER R R 1.13% 1.11%8.33%8.33%1.01% 1.03%9.0'18.0' 18.0'9.0'18.0'9.0'18.0'6.0'6.0'5.0' 5.0'522.14522.87523.00523.00522.87522.81522.85522.20522.38522.20522.38522.380" CURB522.20522.20522.380" CURB522.39522.21522.04522.19FFE = 523.00522.39TC522.93522.94522.38TC522.44522.44This 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 3/1/2021 5:41 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 10:00 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-GRAD.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xBndy : xEsmt : xExUtil : xStrm : xSurv : xWater : xTtlb : xSite : xExSite : oSurfFG 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIESWARNING: EXISTING UTILITIES SHOWN ARE BASED ONAVAILABLE RECORD DRAWINGS AND ABOVE GROUNDFIELD SURVEY DATA, THEREFORE THERE MAY BEUTILITIES PRESENT THAT ARE NOT SHOWN ON THESECONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFYPRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIORTO CONSTRUCTION AND USE CAUTION DURINGCONSTRUCTION. NOTIFY ENGINEER AND OWNER OF ANYDISCREPANCIES.Know what's below. Call before you dig.04/23/2021BM #100: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON TOPO F A CONCRETE CURB OF A MEDIAN NOSE ON THE EAST SIDE OFEXCHANGE CIRCLE LOCATED APPROXIMATELY 420 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD.ELEV. = 523.24BM #101: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 890 FEET EAST OF THECENTERLINE OF EXCHANGE CIRCLE AND 350 FEET NORTH OF GATEWAYBOULEVARD.ELEV. = 519.63BM #102: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 850 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD AND 420 FEET WEST OF THECENTERLINE OF FREEPORT PARKWAY.ELEV. = 520.23BENCHMARKSGRADING DETAILSC-203DETAIL ASCALE 1" = 10'DETAIL BSCALE 1" = 10'DETAIL CSCALE 1" = 10'DETAIL DSCALE 1" = 10'NOTES1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED.2.CONTRACTOR TO VERIFY A.D.A. COMPLIANCE. FOR ANY QUESTIONS CONTACTCIVIL ENGINEER IMMEDIATELY.3.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAYCROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TOEXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPEAND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS.4.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICALMANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLESETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY.5.MAXIMUM SLOPE IN TURF AREAS SHAL BE 4:1.6.REFER TO LANDSCAPE PLANS FOR GRADING DETAILS IN LANDSCAPE AREAS.PROPOSED CONTOURSEXISTING CONTOURSTOP OF PAVEMENT ELEVATIONTOP OF CURB ELEVATIONTOP OF GRATE INLET ELEVATIONCURB INLET ELEVATIONMATCH EXISTING ELEVATIONTOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATIONDRAINAGE ARROWSWALEHIGH POINTSANITARY SEWER MANHOLESTORMDRAIN MANHOLE506.50LEGEND506.50TG506.50GLRRR506.50ME596.00TW596.00BW522522SD506.50TC 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 2/4/2021 8:25 AMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:47 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-ExDMAP.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xDmap : xExUtil : xExSite : xTtlb 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 EXISTING DRAINAGE AREA MAPC-204PROJECT LIMITSFOR REFERENCE ONLY EEFXX X EEDFOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHE8"WDDDOHE OHE OHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHEOHETT5225225225235235235235 2 8 525 5205155165195 2 7 526 525 524 523 522 521 520 520519518517516514515513512519523520 513520515515 5125155125155215 2 2522522522 525523 521521522 521525 A21.8015.5A31.4412.4A41.4412.4A51.4412.4A61.4412.4A71.089.3A81.9016.3A90.231.9A100.282.4A110.252.1I10.201.8H10.322.8H20.131.1G10.332.8G20.110.9F10.423.6F20.191.7E10.181.5D10.252.2A10.221.9C10.191.6C20.211.8B10.403.5B2.10.181.6B20.443.7B30.141.2B7.10.211.8B70.262.2B50.161.4B40.393.3B60.171.5520520518519518 520 522522521520520520520 520 518 518 519 522522520525520520 520520522 522PROPOSED 25' WATEREASEMENT (BY PLAT)PROPOSED 10'LANDSCAPE BUFFERPROPOSED 10' BUILDINGSETBACK (BY PLAT)PROPOSED 10' BUILDINGSETBACK (BY PLAT)PROPOSED 60' BUILDINGSETBACK (BY PLAT)LOT 3C, BLOCK 2GATEWAY BUSINESS PARKVOL. 2001083 PG. 19D.R.D.C.T.PROLOGIS TEXAS II LLC INST. NO 20080201564 REMAINDER OF 16.51 ACRES, HAVERTY FURNATURECOMPANIES, INC., VOL 2001085, PG. 8033LOT 1R-2, BLOCK 2LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650HF COPPELL TX LANDLORD, LLCINST. NO 202000127487FR 750 GATEWAY, LLCINST. NO. 201500293509O.P.R.D.C.T.LOT 3A-R2, BLOCK 2LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650BSREP III EXCHANGE CIRCLE LLCINST. NO. 20200017431916.4089 ACRES714,770 SQ. FT.15' TEXAS UTILITIES ELECTRIC EASEMENTVOL. 90138, PG. 4289D.R.D.C.T.(POLES SHALL BE CENTERED 1.0' SOUTHOF PROPERTY LINE & SHALL HAVE SHORTARMS)10' T.P.&L. EASEMENT AND GENERALTELEPHONE COMPANY OF THESOUTHWEST EASEMENTVOL. 78088, PG. 638D.R.D.C.T.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001085, PG. 8057D.R.D.C.T.15' ONCOR ELECTRIC EASEMENTINST. NO. 20080120800O.P.R.D.C.T.10' T.P.&L. EASEMENT ANDGENERAL TELEPHONECOMPANY OF THE SOUTHWESTVOL. 78114, PG. 576D.R.D.C.T.15' ONCOR EASEMENTBY SEPARATE INST.(INST. NO. ________)20' UNDERGROUND DRAINAGE& UTILITY EASEMENTVOL. 95136, PG. 3876VOL. 96167, PG. 717920' UNDERGROUND DRAINAGE &UTILITY EASEMENTVOL. 95139. PG. 3876VOL. 96167, PG 7179D.R.D.C.T.20' DRAINAGE EASEMENTVOL. 2001083. PG. 19D.R.D.C.T.20' WATER EASEMENTINST. NO. 20080120800O.P.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.20' TU ELECTRICEASEMENTVOL. 2001083, PG. 19D.R.D.C.T.24' FIRE LANEEASEMENTVOL. 2001083, PG. 19D.R.D.C.T.45' DRAINAGE ANDSANITARY SEWEREASEMENTVOL. 2001083, PG. 19D.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.20' UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.LOT 3B, BLOCK 2, GATEWAY BUSINESS PARK VOL. 2001083 PG. 1920' DRAINAGE ANDUTILITY EASEMENTVOL. 96167, PG. 7179D.R.D.C.T.PROPOSED DRAINAGE &UTILITY EASEMENT (BYPLAT)PROPOSED 24' FIRE LANEEASEMENT (BY PLAT)PROPOSED 24' FIRE LANEEASEMENT (BY PLAT)PROPOSED 36' FIRE LANEEASEMENT (BY PLAT)518518518518518518518521521This 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 3/4/2021 2:52 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:47 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-DMAP.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xBndy : xDmap : xSite : xTtlb : xStrm : xExUtil : xEsmt : xExSite 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIESWARNING: EXISTING UTILITIES SHOWN ARE BASED ONAVAILABLE RECORD DRAWINGS AND ABOVE GROUNDFIELD SURVEY DATA, THEREFORE THERE MAY BEUTILITIES PRESENT THAT ARE NOT SHOWN ON THESECONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFYPRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIORTO CONSTRUCTION AND USE CAUTION DURINGCONSTRUCTION. NOTIFY ENGINEER AND OWNER OF ANYDISCREPANCIES.Know what's below. Call before you dig.04/23/2021BM #100: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON TOPO F A CONCRETE CURB OF A MEDIAN NOSE ON THE EAST SIDE OFEXCHANGE CIRCLE LOCATED APPROXIMATELY 420 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD.ELEV. = 523.24BM #101: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 890 FEET EAST OF THECENTERLINE OF EXCHANGE CIRCLE AND 350 FEET NORTH OF GATEWAYBOULEVARD.ELEV. = 519.63BM #102: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 850 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD AND 420 FEET WEST OF THECENTERLINE OF FREEPORT PARKWAY.ELEV. = 520.23BENCHMARKSDRAINAGE KEY51.5612.26DRAINAGE AREA DESIGNATIONAREA (ACRES)RUNOFF Q (CFS)Q = C I AQ = (100 YEAR PEAK DISCHARGE IN CFS)C = (RATIONAL METHOD RUNOFF COEFFICIENT) I = (RAINFALL INTENSITY, INCH/HOUR)A = (DRAINAGE AREA IN ACRES)PROPOSED DRAINAGE AREABOUNDARYC-205NORTH0GRAPHIC SCALE IN FEET50 2550100PROPOSED DRAINAGE AREA MAP RUNOFF CALCULATIONS (FULLY DEVELOPED CONDITIONS) 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 3/4/2021 2:59 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:48 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-STRM-CALCS.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb22x34 : xTtlb 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021Xref ..\References\xTtlb22x34.dwgC-206STORM INLET CALCULATIONSSTORM LINE A CALCULATIONSSTORM SEWER CALCULATIONS (SHEET 1 OF 3) 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 3/4/2021 2:59 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:48 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-STRM-CALCS.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb22x34 : xTtlb 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021Xref ..\References\xTtlb22x34.dwgSTORM SEWER CALCULATIONS (SHEET 2 OF 3)C-207STORM LINE B CALCULATIONSSTORM LINE C CALCULATIONSSTORM LINE D CALCULATIONSSTORM LINE E CALCULATIONS 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 3/4/2021 2:59 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:48 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-STRM-CALCS.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb22x34 : xTtlb 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021Xref ..\References\xTtlb22x34.dwgSTORM SEWER CALCULATIONS (SHEET 3 OF 3)C-208STORM LINE L CALCULATIONSSTORM LINE M CALCULATIONSSTORM LINE F CALCULATIONSSTORM LINE H CALCULATIONSSTORM LINE J CALCULATIONSSTORM LINE G CALCULATIONSSTORM LINE I CALCULATIONSSTORM LINE K CALCULATIONS EESDDFOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHE8"WSSSSSSSSSSSSD8"W8"W8"W8"W8"W8"W8"WOHE OHE OHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHEOHETT8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W2"W 2"W 2"W 2"W 2"W 2"W 2"W 2"W2"W 2"W 2"W 2"W 2"W 2"W 8"W8"W8"W8"W8"W8"W8"WDD8"SS8"SS8"SS8"SSS6"SS SSSSSTA: 11+59.90, STORM LINE A1 - 45° BENDFL 18" RCP (IN): 516.89FL 18" RCP (OUT): 516.89STA: 10+32.72, STORM LINE ASTA: 0+00.00, STORM LAT A-9INSTALL:1 - 60° WYEFL 24" RCP (IN): 515.30FL 18" RCP (IN): 515.55FL 24" RCP (OUT): 515.30STA: 10+80.38, STORM LINE ASTA: 0+00.00, STORM LAT A-10INSTALL:1 - 60° WYEFL 18" RCP (IN): 516.21FL 18" RCP (IN): 516.21FL 24" RCP (OUT): 515.71STA: 0+59.33, STORM LINE A1 - 45° BENDFL 5'X4' RCB (IN): 509.15FL 5'X4' RCB (OUT): 509.15STA: 0+44.33, STORM LINE A1 - 45° BENDFL 5'X4' RCB (IN): 509.11FL 5'X4' RCB (OUT): 509.11STA: 1+85.04, STORM LINE A1 - 45° BENDFL 5'X4' RCB (IN): 509.47FL 5'X4' RCB (OUT): 509.47STA: 2+05.04, STORM LINE A1 - 45° BENDFL 5'X4' RCB (IN): 509.52FL 5'X4' RCB (OUT): 509.520+001+002+003+004+005+006+007+008+008+500+00 0+430+00 0+35 0+00 0+190+00 0+28 28 LF OF 12" HDPE @ 2.96%STA: 0+27.95, STORM LAT B-5INSTALL:1 - FORTERRA #24 CATCHBASIN, SEE SHEET C-608FOR DETAILTG: 518.96STA: 6+72.58, STORM LINE BSTA: 0+00.00, STORM LAT B-5INSTALL:CONNECT LATERAL TO SIDEOF 6'X5' RCBFL 12" HDPE (IN): 514.98FL 6'X5' RCB (IN): 512.73FL 6'X5' RCB (OUT): 512.7398 LF OF 6'X5' RCB@ 0.33%STA: 0+23.27, STORM LAT B-2.1INSTALL:1 - FORTERRA #24 CATCHBASIN, SEE SHEET C-608FOR DETAILTG: 517.9323 LF OF 12" HDPE0+000+3011+861+00 2 + 0 03+004+005+006+007+008+009+0010+0011+00 0+000+21520 525 525 521 522 523 524 526 526 527 527 528 528 525 520 515 515 520 0+12 EXISTING 6'X5' RCBREFERENCE ARCHITECTURALPLANS FOR DOWNSPOUTS ATBUMP OUTS (TYP.)REFERENCE ARCHITECTURALPLANS FOR DOWNSPOUTS ATBUMP OUTS (TYP.)EXISTING 7'X5' RCBEXISTING 7'X5' RCBPROPOSEDBUILDING 2(139,318 SF)PROPOSEDBUILDING 1(176,606 SF)26 LF OF 18" RCP @ 0.86%80 LF OF 18" RCP @ 0.86%48 LF OF 24" RCP @ 0.86%79 LF OF 24" RCP @ 0.86%109 LF OF 24" RCP @ 0.86%95 LF OF 5'X4' RCB @ 0.31%95 LF OF 5'X4' RCB @ 0.31%76 LF OF 5'X4' RCB @ 0.25%20 LF OF 5'X4' RCB @ 0.25%112 LF OF 5'X4' RCB @ 0.25%15 LF OF 5'X4' RCB @ 0.25%44 LF OF 5'x4' RCB @ 0.25%102 LF OF 5'X4' RCB @ 0.31%95 LF OF 5'X4' RCB @ 0.31%95 LF OF 5'X4' RCB @ 0.31%30 LF OF 18" RCP @ 1.86%42 LF OF 24" RCP @ 0.86%21 LF OF 18" RCP @ 3.57%14 LF OF 5'X4' RCB @ 0.25%30 LF OF 18" RCP @ 20.18%25 LF OF 18" RCP @ 20.28%10 LF OF 6'X5' RCB @ 0.33%5 LF OF 6'X5' RCB @ 0.33%89 LF OF 6'X5' RCB@ 0.33%263 LF OF 6'X5' RCB @ 0.33%213 LF OF 6'X5' RCB @ 0.33%12 LF OF 18" RCP @ 19.37%35 LF OF 12" HDPE19 LF OF 18" RCP@ 2.00%PROPOSED SWALE.SEE SHEET C-201 ANDC-202 FOR DETAILS.PROPOSED SWALE.SEE SHEET C-201 ANDC-202 FOR DETAILS.PROPOSED SWALE.SEE SHEET C-201 ANDC-202 FOR DETAILS.R=50.0'FFE = 523.00FFE = 523.000+000+31PROPOSED 25' WATEREASEMENT (BY PLAT)PROPOSED 10'LANDSCAPE BUFFERPROPOSED 10' BUILDINGSETBACK (BY PLAT)PROPOSED 10' BUILDINGSETBACK (BY PLAT)PROPOSED 60' BUILDINGSETBACK (BY PLAT)LOT 3C, BLOCK 2GATEWAY BUSINESS PARKVOL. 2001083 PG. 19D.R.D.C.T.PROLOGIS TEXAS II LLC INST. NO 20080201564 REMAINDER OF 16.51 ACRES, HAVERTY FURNATURECOMPANIES, INC., VOL 2001085, PG. 8033LOT 1R-2, BLOCK 2LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650HF COPPELL TX LANDLORD, LLCINST. NO 202000127487FR 750 GATEWAY, LLCINST. NO. 201500293509O.P.R.D.C.T.LOT 3A-R2, BLOCK 2LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650BSREP III EXCHANGE CIRCLE LLCINST. NO. 20200017431916.4089 ACRES714,770 SQ. FT.15' TEXAS UTILITIES ELECTRIC EASEMENTVOL. 90138, PG. 4289D.R.D.C.T.(POLES SHALL BE CENTERED 1.0' SOUTH OFPROPERTY LINE & SHALL HAVE SHORT ARMS)10' T.P.&L. EASEMENT AND GENERALTELEPHONE COMPANY OF THESOUTHWEST EASEMENTVOL. 78088, PG. 638D.R.D.C.T.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001085, PG. 8057D.R.D.C.T.15' ONCOR ELECTRIC EASEMENTINST. NO. 20080120800O.P.R.D.C.T.10' T.P.&L. EASEMENT ANDGENERAL TELEPHONECOMPANY OF THE SOUTHWESTVOL. 78114, PG. 576D.R.D.C.T.15' ONCOR EASEMENTBY SEPARATE INST.(INST. NO. ________)20' UNDERGROUND DRAINAGE& UTILITY EASEMENTVOL. 95136, PG. 3876VOL. 96167, PG. 717920' UNDERGROUND DRAINAGE &UTILITY EASEMENTVOL. 95139. PG. 3876VOL. 96167, PG 7179D.R.D.C.T.20' DRAINAGE EASEMENTVOL. 2001083. PG. 19D.R.D.C.T.20' WATER EASEMENTINST. NO. 20080120800O.P.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.20' TU ELECTRICEASEMENTVOL. 2001083, PG. 19D.R.D.C.T.24' FIRE LANEEASEMENTVOL. 2001083, PG. 19D.R.D.C.T.45' DRAINAGE ANDSANITARY SEWEREASEMENTVOL. 2001083, PG. 19D.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.20' UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.LOT 3B, BLOCK 2, GATEWAY BUSINESS PARK VOL. 2001083 PG. 1920' DRAINAGE ANDUTILITY EASEMENTVOL. 96167, PG. 7179D.R.D.C.T.PROPOSED DRAINAGEEASEMENT (BY PLAT)PROPOSED 24' FIRE LANEEASEMENT (BY PLAT)PROPOSED 36' FIRE LANEEASEMENT (BY PLAT)STA: 0+00.00, STORM LINE BCONTRACTOR TO FIELDVERIFY EXACT HORIZONTALAND VERTICAL LOCATIONCONNECT TO EXIST STORMFL 6'X5' RCB (IN): 510.505 LF OF 6'X5' RCB @ 0.33%STORM DRAIN DESIGN INFORMATION FOREXISTING STORM DRAIN LATERAL IS UNKNOWN.CONTRACTOR TO FIELD VERIFY LOCATION ANDINVERT ELEVATION OF EXISTING LATERAL ANDNOTIFY ENGINEER IMMEDIATELY SHOULD THELOCATION DIFFER FROM THIS PLAN.522 522522522 52 1 522 52 1 522522522522 522 0+13 0+13 0+13 0+13 0+130+130+15518 51851851851851851840 LF OF 30" RCP @ 0.31%STA: 0+15.21, STORM LAT A-8INSTALL:1 - STANDARDSIX GRATE INLETTG: 517.76FL 30" RCP (OUT): 513.2615 LF OF 30" RCP @ 2.82%13 LF OF 30" RCP @ 2.39%STA: 0+13.18, STORM LAT A-7INSTALL:1 - STANDARDSIX GRATE INLETTG: 517.53FL 30" RCP (OUT): 513.02STA: 8+03.18, STORM LINE ASTA: 0+00.00, STORM LAT A-8INSTALL:1 - 60° WYEFL 24" RCP (IN): 513.33FL 30" RCP (IN): 512.83FL 30" RCP (OUT): 512.8313 LF OF 30" RCP @ 10.32%STA: 0+13.18, STORM LAT A-6INSTALL:1 - STANDARDSIX GRATE INLETTG: 517.53FL 30" RCP (OUT): 513.0213 LF OF 30" RCP @ 12.55%STA: 0+13.18, STORM LAT A-5INSTALL:1 - STANDARDSIX GRATE INLETTG: 517.53FL 30" RCP (OUT): 513.02STA: 0+13.18, STORM LAT A-4INSTALL:1 - STANDARDSIX GRATE INLETTG: 517.53FL 30" RCP (OUT): 513.0213 LF OF 30" RCP @ 14.79%13 LF OF 30" RCP @ 20.13%STA: 0+13.18, STORM LAT A-2INSTALL:1 - STANDARDSIX GRATE INLETTG: 517.62FL 30" RCP (OUT): 513.1213 LF OF 30" RCP @ 17.03%STA: 0+13.18, STORM LAT A-3INSTALL:1 - STANDARDSIX GRATE INLETTG: 517.53FL 30" RCP (OUT): 513.020+000+130+000+15STA: 0+25.98, STORM LAT B-6INSTALL:1 - 5' STANDARDCURB INLETTC: 520.36FL 18" RCP (OUT): 515.36STA: 1+22.43, STORM LAT B-7STA: 0+00.00, STORM LAT B-7.1INSTALL:1 - 60° WYEFL 18" RCP (IN): 515.87FL 18" RCP (IN): 515.87FL 24" RCP (OUT): 515.37122 LF OF 24" RCP @ 0.48%12 LF OF 18" RCP @ 1.29%123 LF OF 18" RCP @ 0.48%STA: 2+45.23, STORM LAT B-71 - 45° BENDFL 18" RCP (IN): 516.45FL 18" RCP (OUT): 516.4516 LF OF 18" RCP @ 0.48%STA: 0+34.87, STORM LAT B-3INSTALL:1 - FORTERRA #24 CATCHBASIN, SEE SHEET C-608FOR DETAILTG: 518.65STA: 0+10.00, STORM LINE EINSTALL:1 - FORTERRA #24 CATCHBASIN, SEE SHEET C-608FOR DETAILTG: 517.2423 LF OF 18" RCPSTA: 2+40.63, EX. RCB LINE ASTA: 0+00.00, STORM LINE FINSTALL:CONNECT LATERAL TO SIDEOF EXISTING 6'X5' RCBFL 6'X5' RCB (IN): 510.71FL 18" RCP (IN): 512.46FL 6'X5' RCB (OUT): 510.71STA: 3+66.61, EX. RCB LINE ASTA: 0+00.00, STORM LINE GINSTALL:CONNECT LATERAL TO SIDEOF EXISTING 6'X5' RCBFL 6'X5' RCB (IN): 510.93FL 12" HDPE (IN): 513.18FL 6'X5' RCB (OUT): 510.9310 LF OF 12" HDPESTA: 0+09.96, STORM LINE GINSTALL:1 - FORTERRA #24 CATCHBASIN, SEE SHEET C-608FOR DETAILTG: 517.77STA: 7+36.47, EX. RCB LINE ASTA: 0+00.00, STORM LINE JINSTALL:CONNECT LATERAL TO SIDEOF EXISTING 6'X5' RCBFL 6'X5' RCB (IN): 511.56FL 18" RCP (IN): 513.31FL 6'X5' RCB (OUT): 511.565 LF OF 18" RCP12 LF OF 6" HDPESTA: 7+25.97, EX. RCB LINE ASTA: 0+00.00, STORM LINE IINSTALL:CONNECT LATERAL TO SIDEOF EXISTING 6'X5' RCBFL 6'X5' RCB (IN): 511.54FL 6" HDPE (IN): 513.79FL 6'X5' RCB (OUT): 511.54STA: 0+11.98, STORM LINE IINSTALL:1 - SQUARE CATCH BASIN(MI-3), SEE SHEET C-209TG: 519.725 LF OF 18" RCP12 LF OF 6" HDPESTA: 10+60.45, EX. RCB LINE ASTA: 0+00.00, STORM LINE LINSTALL:CONNECT LATERAL TO SIDEOF EXISTING 6'X5' RCBFL 6'X5' RCB (IN): 512.11FL 18" RCP (IN): 513.86FL 6'X5' RCB (OUT): 512.11STA: 0+11.98, STORM LINE KINSTALL:1 - SQUARE CATCH BASIN(MI-3), SEE SHEET C-209TG: 519.74STA: 10+49.95, EX. RCB LINE ASTA: 0+00.00, STORM LINE KINSTALL:CONNECT LATERAL TO SIDEOF EXISTING 6'X5' RCBFL 6'X5' RCB (IN): 512.09FL 6" HDPE (IN): 514.34FL 6'X5' RCB (OUT): 512.095 LF OF 18" RCPSTA: 12+46.80, EX. RCB LINE ASTA: 0+00.00, STORM LINE MINSTALL:CONNECT LATERAL TO SIDEOF EXISTING 60" RCPFL 60" RCP (IN): 513.32FL 18" RCP (IN): 515.0723 LF OF 18" RCPSTA: 3+76.61, EX. RCB LINE ASTA: 0+00.00, STORM LINE HINSTALL:CONNECT LATERAL TO SIDEOF EXISTING 6'X5' RCBFL 6'X5' RCB (IN): 510.94FL 18" RCP (IN): 512.69FL 6'X5' RCB (OUT): 510.94STA: 0+10.00, STORM LAT B-1INSTALL:1 - FORTERRA #24 CATCHBASIN, SEE SHEET C-608FOR DETAILTG: 516.70STA: 0+08.81, STORM LINE B1 - 45° BENDFL 6'X5' RCB (IN): 510.53FL 6'X5' RCB (OUT): 510.53STA: 1+02.77, EX. RCB LINE BCONNECT LATERAL TO SIDEOF EXISTING 6'X5' RCBFL 6'X5' RCB (IN): 509.65FL 6" HDPE (IN): 511.90FL 6'X5' RCB (OUT): 509.65STA: 0+10.05, STORM LINE DINSTALL:1 - SQUARE CATCH BASIN(MI-3), SEE SHEET C-209TG: 517.3610 LF OF 6" HDPE10 LF OF 12" HDPESTA: 0+30.01, STORM LAT A-10INSTALL:1 - 5' STANDARDCURB INLETTC: 521.77FL 18" RCP (OUT): 516.77STA: 11+85.73, STORM LINE AINSTALL:1 - 5' STANDARDCURB INLETTC: 522.12FL 18" RCP (OUT): 517.12STA: 0+13.28, STORM LAT B-7.1INSTALL:1 - STANDARDFOUR GRATE INLETTG: 520.58FL 18" RCP (OUT): 516.58STA: 0+21.37, STORM LAT A-9INSTALL:1 - 5' STANDARDCURB INLETTC: 521.32FL 18" RCP (OUT): 516.32STA: 2+61.49, STORM LAT B-7INSTALL:1 - STANDARDFOUR GRATE INLETTG: 520.99FL 18" RCP (OUT): 516.53STA: 0+19.27, STORM LAT B-4INSTALL:1 - 5' STANDARDCURB INLETTC: 521.17FL 18" RCP (OUT): 514.54STA: 0+30.50, STORM LAT A-1INSTALL:1 - 5' STANDARDCURB INLETTC: 521.59FL 18" RCP (OUT): 516.59STA: 0+43.04, STORM LAT B-2INSTALL:1 - 5' STANDARDCURB INLETTC: 521.05FL 18" RCP (OUT): 516.55STA: 0+25.23, STORM LINE CINSTALL:1 - 5' STANDARDCURB INLETTC: 521.59FL 18" RCP (OUT): 516.59STA: 8+49.86, STORM LINE BCONTRACTOR TO FIELDVERIFY EXACT HORIZONTALAND VERTICAL LOCATIONCONNECT TO EXISTING6'X5' RCBFL 6'x5' RCB (IN): 513.32FL 6'x5' RCB (OUT): 513.32STA: 0+00.00, STORM LINE ACONTRACTOR TO FIELDVERIFY EXACT HORIZONTALAND VERTICAL LOCATIONINSTALL:1 - 18.5' X 10.5' PRECASTFORTERRA JUNCTION BOXWITH MANHOLE AND STEPS.CONTRACTOR TO PROVIDEENGINEER WITH SEALEDSHOP DRAWING FOR REVIEWWITH MANHOLE RISERRIM: 518.33FL 5'X4' RCB (IN): 509.00FL 6'X5' RCB (IN): 508.90FL 7'X5' RCB (IN): 510.30FL 7'X5' RCB (OUT): 508.90FL 7'X5' RCB (OUT): 510.30STA: 8+39.66, STORM LINE BSTA: 0+00.00, STORM LAT B-7INSTALL:CONNECT LATERAL TO SIDEOF 6'X5' RCBFL 6'X5' RCB (IN): 513.29FL 24" RCP (IN): 514.79FL 6'X5' RCB (OUT): 513.29STA: 5+74.24, STORM LINE BSTA: 0+00.00, STORM LAT B-4INSTALL:CONNECT LATERAL TO SIDEOF 6'X5' RCBFL 6'X5' RCB (IN): 512.41FL 18" RCP (IN): 514.16FL 6'X5' RCB (OUT): 512.41STA: 4+85.00, STORM LINE BSTA: 0+00.00, STORM LAT B-3INSTALL:CONNECT LATERAL TO SIDEOF 6'X5' RCBFL 6'X5' RCB (IN): 512.11FL 12" HDPE (IN): 514.36FL 6'X5' RCB (OUT): 512.11STA: 2+80.84, STORM LINE AINSTALL:30" RCP CONNECTIONTG: 518.06FL 5'X4' RCB (IN): 509.71FL 30" RCP (IN): 510.46FL 5'X4' RCB (OUT): 509.71STA: 2+22.26, STORM LINE BSTA: 0+00.00, STORM LAT B-2INSTALL:CONNECT LATERAL TO SIDEOF 6'X5' RCBFL 6'X5' RCB (IN): 511.24FL 18" RCP (IN): 513.02FL 6'X5' RCB (OUT): 511.24STA: 6+68.29, STORM LINE ASTA: 0+00.00, STORM LAT A-6INSTALL:30" RCP CONNECTIONFL 5'X4' RCB (IN): 510.92FL 30" RCP (IN): 511.66FL 5'X4' RCB (OUT): 510.92STA: 3+83.29, STORM LINE ASTA: 0+00.00, STORM LAT A-3INSTALL:30" RCP CONNECTIONFL 5'X4' RCB (IN): 510.03FL 30" RCP (IN): 510.78FL 5'X4' RCB (OUT): 510.03STA: 5+73.29, STORM LINE ASTA: 0+00.00, STORM LAT A-5INSTALL:30" RCP CONNECTIONFL 5'X4' RCB (IN): 510.62FL 30" RCP (IN): 511.37FL 5'X4' RCB (OUT): 510.62STA: 4+78.29, STORM LINE ASTA: 0+00.00, STORM LAT A-4INSTALL:30" RCP CONNECTIONFL 5'X4' RCB (IN): 510.33FL 30" RCP (IN): 511.08FL 5'X4' RCB (OUT): 510.33STA: 7+63.29, STORM LINE ASTA: 0+00.00, STORM LAT A-7INSTALL:1 - JUNCTION BOXRIM: 517.85FL 30" RCP (IN): 512.71FL 30" RCP (IN): 512.71FL 5'X4' RCB (OUT): 511.21STA: 0+05.00, STORM LINE BSTA: 0+00.00, STORM LAT B-1INSTALL:CONNECT LATERAL TO SIDEOF 6'X5' RCBFL 6'X5' RCB (IN): 510.52FL 12" HDPE (IN): 512.77FL 6'X5' RCB (OUT): 510.52STA: 9+90.91, STORM LINE ABEGIN PCFL 24" RCP (IN): 514.94FL 24" RCP (OUT): 514.94STA: 9+12.37, STORM LINE AEND PTFL 24" RCP (IN): 514.27FL 24" RCP (OUT): 514.27STA: 0+73.19, STORM LINE ASTA: 0+00.00, STORM LAT A-1INSTALL:18" RCP CONNECTIONFL 5'X4' RCB (IN): 509.19FL 18" RCP (IN): 510.44FL 5'X4' RCB (OUT): 509.19STA: 8+34.66, STORM LINE BSTA: 0+00.00, STORM LAT B-6INSTALL:CONNECT LATERAL TO SIDEOF 6'X5' RCBFL 6'X5' RCB (IN): 513.27FL 18" RCP (IN): 515.02FL 6'X5' RCB (OUT): 513.27STA: 0+23.45, STORM LINE FINSTALL:1 - 5' STANDARDCURB INLETTC: 521.89FL 18" RCP (OUT): 516.88STA: 0+04.96, STORM LINE JINSTALL:1 - 5' STANDARDCURB INLETTC: 521.42FL 18" RCP (OUT): 516.92STA: 0+04.96, STORM LINE LINSTALL:1 - 5' STANDARDCURB INLETTC: 521.42FL 18" RCP (OUT): 516.92STA: 0+04.96, STORM LINE MINSTALL:1 - 5' STANDARDCURB INLETTC: 521.72FL 18" RCP (OUT): 517.22STA: 0+22.92, STORM LINE HINSTALL:1 - 5' STANDARDCURB INLETTC: 521.89FL 18" RCP (OUT): 516.88STA: 1+12.77, EX. RCB LINE BSTA: 0+00.00, STORM LINE CINSTALL:CONNECT TO EXISTING6'X5' RCBFL 6'X5' RCB (IN): 509.72FL 6'X5' RCB (OUT): 509.72FL 18" (IN): 511.4713 LF OF 18" RCP @ 5.31%520521522STA: 1+23.89, EX. RCB LINE ASTA: 0+00.00, STORM LINE EINSTALL:CONNECT LATERAL TO SIDEOF EXISTING 6'X5' RCBFL 7'X5' RCB (IN): 510.51FL 12" HDPE (IN): 512.76FL 7'X5' RCB (OUT): 510.51SSSSSSSSSOHE OHE OHE OHE D8"SSFL 6'X5' RCB: 508.90FL 5'X4' RCB: 509.00FL 7'X5' RCB: 510.30FL 7'X5' RCB: 510.30FL 7'X5' RCB: 508.90EXISTING 7'X5' RCBEXISTING 7'X5' RCBEXISTING 6'X5' RCBEXISTING 7'X5' RCB8.0'8.0'5.0'5.0'10.5'18.5'SECTIONLNOTES:1. GRATE TO BE ATTACHED TO CATCH BASIN WITH SCREW PROVIDED AT TIME OF INSTALLATION.2. RISER CAN BE CUT TO ACHIEVE EXACT ELEVATION.3. DO NOT USE OVER 5 RISERS WITH CATCH BASIN.4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.5. DO NOT SCALE DRAWING.6. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGNPROFESSIONALS FOR PLANNING PURPOSES ONLY.7. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVEDBY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.8. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.caddetails.com/info AND ENTERREFERENCE NUMBER 558-187.9. 12" SQUARE CATCH BASIN - TYPICAL INSTALLATION FOR LANDSCAPE APPLICATIONSSLOPESLOPEDRILL 1/8" WEEP HOLE TYPICAL OF 4 PLACES ATBTM CORNERS.3/4" GRAVEL BASE 4" TO 6" DEEP BELOWBASIN. TO PREVENT STANDING WATER.COMPACTED SOILNDS 12" SQUARE TAPERED POLYPROPYLENECATCH BASIN W/ U.V. INHIBITORS.NDS 12" SQUARE POLYOLEFINGRATE W/ U.V. INHIBITORS.12 15/16" DEPTHSCALE: 1/2" = 1'-0"Square Catch Basin (MI-3)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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 4/1/2021 1:26 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:49 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-STRM.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGES RipRap Gradation Tables :XREFS xBndy : xEsmt : xExSite : xExUtil : xSswr : xStrm : xWater : xTtlb : xSite 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 STORM SEWER PLANC-209LEGENDPROPERTY LINEPROPOSED WATEREXISTING WATERPROPOSED SANITARY SEWEREXISTING SANITARY SEWERPROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED UNDERGROUND ELECTRIC LINEEXISTING UNDERGROUND ELECTRIC LINEPROPOSED NATURAL GAS LINEEXISTING NATURAL GAS LINEPROPOSED WATER VALVEEXISTING WATER VALVEPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED WATER METEREXISTING WATER METERPROPOSED STORM SEWER MANHOLEEXISTING STORM SEWER MANHOLEPROPOSED SANITARY SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEWWSSSSSSSSWWUEUEGASGAS1.REFER TO SHEET C-002 FOR GENERAL NOTES.2.REFER TO THE CITY OF COPPELL STANDARD CONSTRUCTION DETAILS FORSTORM SEWER STRUCTURES AND EMBEDMENT.3.USE 4' JOINTS WITH BEVELED ENDS IF RADIUS OF STORM SEWER IS LESSTHAN 100'.4.REFER TO MEP PLANS FOR STORM LINES WITHIN 5' AND UNDERNEATHBUILDING.5.ALL STORM SEWER PIPES 18" AND ABOVE SHALL BE CLASS III RCP. ALLSTORM SEWER PIPES SMALLER THAN 18" SHALL BE PVC OR HDPE, IFAPPROVED BY CITY OF COPPELL.6.ALL STORM SEWER INTERSECTIONS WITH SANITARY SEWER AND WATERARE SHOWN ON PROFILES.7. ALL CURB INLETS AND GRATE INLETS TO BE CONSTRUCTED UTILIZING CITYOF DALLAS STANDARD 251D DETAILS. SEE CITY OF DALLAS DRAINAGEDETAILS; FILE 251-D, PAGES 2001 THROUGH 2004.NOTESUEUEGASGASSSNORTH0GRAPHIC SCALE IN FEET50 2550100DWARNING: EXISTING UTILITIES SHOWN ARE BASED ONAVAILABLE RECORD DRAWINGS AND ABOVE GROUNDFIELD SURVEY DATA, THEREFORE THERE MAY BEUTILITIES PRESENT THAT ARE NOT SHOWN ON THESECONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFYPRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIORTO CONSTRUCTION AND USE CAUTION DURINGCONSTRUCTION. NOTIFY ENGINEER AND OWNER OF ANYDISCREPANCIES.Know what's below. Call before you dig.BM #100: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON TOPO F A CONCRETE CURB OF A MEDIAN NOSE ON THE EAST SIDE OFEXCHANGE CIRCLE LOCATED APPROXIMATELY 420 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD.ELEV. = 523.24BM #101: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 890 FEET EAST OF THECENTERLINE OF EXCHANGE CIRCLE AND 350 FEET NORTH OF GATEWAYBOULEVARD.ELEV. = 519.63BM #102: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 850 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD AND 420 FEET WEST OF THECENTERLINE OF FREEPORT PARKWAY.ELEV. = 520.23BENCHMARKSJUNCTION BOX DETAILD STORM LINE ASTA. -0+25 TO STA. 12+10HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'500505510515520525530535500505510515520525530535-0+250+001+002+003+004+005+006+007+008+009+0010+0011+0012+0012+1044 LF OF5'X4' RCB @ 0.25%15 LF OF5'X4' RCB@ 0.25%112 LF OF 5'X4' RCB @ 0.25%STA: 0+00.00, STORM LINE AINSTALL:1 - 18.5' X 10.5' PRECASTFORTERRA JUNCTION BOXWITH MANHOLE AND STEPS.CONTRACTOR TO PROVIDEENGINEER WITH SEALEDSHOP DRAWING FOR REVIEWWITH MANHOLE RISERRIM: 518.33FL 7'X5' RCB: 508.90FL 7'X5' RCB: 510.30FL 5'X4' RCB: 509.11FL 5'X4' RCB: 509.11FL 5'X4' RCB: 509.15FL 5'X4' RCB: 509.15FL 5'X4' RCB: 509.47FL 5'X4' RCB: 509.47FL 5'X4' RCB: 509.52FL 5'X4' RCB: 509.52FL 5'X4' RCB: 509.71FL 5'X4' RCB: 509.71FL 30" RCP: 510.46 FL 5'X4' RCB: 510.03 FL 5'X4' RCB: 510.03 FL 30" RCP: 510.78 FL 5'X4' RCB: 510.33 FL 5'X4' RCB: 510.33 FL 30" RCP: 511.08 FL 5'X4' RCB: 510.62 FL 5'X4' RCB: 510.62 FL 30" RCP: 511.37 FL 5'X4' RCB: 510.92 FL 5'X4' RCB: 510.92 FL 30" RCP: 511.66 FL 24" RCP: 514.27 FL 24" RCP: 514.27 FL 24" RCP: 514.94 FL 24" RCP: 514.94 FL 24" RCP: 515.30 FL 24" RCP: 515.30 FL 18" RCP: 515.55 FL 24" RCP: 515.71 FL 18" RCP: 516.21 FL 18" RCP: 516.21 FL 18" RCP: 517.12 STA: 0+44.33, STORM LINE AINSTALL:1 - 45° BENDSTA: 0+59.33, STORM LINE AINSTALL:1 - 45° BEND14 LF OF5'X4' RCB @ 0.25%STA: 1+85.04, STORM LINE AINSTALL:1 - 45° BENDSTA: 2+05.04, STORM LINE AINSTALL:1 - 45° BENDSTA: 2+80.84, STORM LINE ASTA: 0+00.00, STORM LAT A-2INSTALL:30" RCP CONNECTION STA: 3+83.29, STORM LINE A STA: 0+00.00, STORM LAT A-3 INSTALL: 30" RCP CONNECTION STA: 4+78.29, STORM LINE A STA: 0+00.00, STORM LAT A-4 INSTALL: 30" RCP CONNECTION STA: 5+73.29, STORM LINE A STA: 0+00.00, STORM LAT A-5 INSTALL: 30" RCP CONNECTION STA: 6+68.29, STORM LINE A STA: 0+00.00, STORM LAT A-6 INSTALL: 30" RCP CONNECTION STA: 9+12.37, STORM LINE A END PT STA: 9+90.91, STORM LINE A IBEGIN PC STA: 10+32.72, STORM LINE A STA: 0+00.00, STORM LAT A-9 INSTALL: 1 - 60° WYE STA: 10+80.38, STORM LINE A STA: 0+00.00, STORM LAT A-10 INSTALL: 1 - 60° WYE STA: 11+59.90, STORM LINE A INSTALL: 1 - 45° BEND STA: 11+85.73, STORM LINE A INSTALL: 1 - 5' STANDARD CURB INLET TC: 521.62 FL 18" RCP: 516.89 FL 18" RCP: 516.89 20 LF OF5'X4' RCB @ 0.25%76 LF OF 5'X4' RCB @ 0.25%102 LF OF 5'X4' RCB @ 0.31%95 LF OF 5'X4' RCB @ 0.31%95 LF OF 5'X4' RCB @ 0.31%95 LF OF 5'X4' RCB @ 0.31%95 LF OF 5'X4' RCB @ 0.31%109 LF OF 24" RCP @ 0.86%79 LF OF 24" RCP @ 0.86%42 LF OF24" RCP @ 0.86%48 LF OF24" RCP @ 0.86%80 LF OF18" RCP @ 0.86%26 LF OF18" RCP @ 0.86%EXISTING GRADEFINISH GRADE6" SANITARY SEWERCROSSINGSTA:2+31.46FL:515.451.36' 1.22'6" SANITARY SEWERCROSSINGSTA:7+82.63FL:510.76STA: 0+73.19, STORM LINE ASTA: 0+00.00, STORM LAT A-1INSTALL:18" RCP CONNECTION HGLFL 5'X4' RCB: 509.00FL 6'X5' RCB: 508.90FL 7'X5' RCB: 510.30 2 - EX. 7'X5'RCB40 LF OF30" RCP @ 0.31%FL 30" RCP: 512.83 FL 24" RCP: 513.33 FL 30" RCP: 512.83 FL 30" RCP: 512.83 FL 24" RCP: 513.33 FL 30" RCP: 512.83 STA: 8+03.18, STORM LINE A STA: 0+00.00, STORM LAT A-8 INSTALL: 1 - 60° WYE STA: 7+63.29, STORM LINE A STA: 0+00.00, STORM LAT A-7 INSTALL: 1 - JUNCTION BOX 2.00' MIN. 2.00' FL 5'X4' RCB: 511.21 FL 30" RCP: 512.71 FL 30" RCP: 512.71 FL 5'X4' RCB: 509.19FL 5'X4' RCB: 509.19FL 18" RCP: 510.44Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.230.001076.485'X4' RCB3.82Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.160.000765.185'X4' RCB3.26Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.120.000556.125'X4' RCB2.81Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.090.000446.935'X4' RCB2.35Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.050.000237.575'X4' RCB1.88Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.030.000128.005'X4' RCB1.40Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.260.002420.0030" RCP4.07Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.020.00042.1418" RCP1.21Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.060.00076.0724" RCP1.93Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.030.00044.3324" RCP1.386" WATER CROSSINGSTA:5+44.86CONTRACTOR TO ESTABLISHACTUAL ELEVATIONS IN FIELDWHILE MAINTAINING THEREQUIRED CLEARANCES.2.00' MIN. 2.00' MIN. 2.00' MIN. 2.00' MIN.6" WATER CROSSINGSTA:8+86.77CONTRACTOR TO ESTABLISHACTUAL ELEVATIONS IN FIELDWHILE MAINTAINING THEREQUIRED CLEARANCES.8" WATER CROSSINGSTA:9+32.45CONTRACTOR TO ESTABLISHACTUAL ELEVATIONS IN FIELDWHILE MAINTAINING THEREQUIRED CLEARANCES.2" WATER CROSSINGSTA:9+10.38CONTRACTOR TO ESTABLISHACTUAL ELEVATIONS IN FIELDWHILE MAINTAINING THEREQUIRED CLEARANCES.8" WATER CROSSINGSTA:0+49.44CONTRACTOR TO ESTABLISHACTUAL ELEVATIONS IN FIELDWHILE MAINTAINING THEREQUIRED CLEARANCES.Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.230.001076.485'X4' RCB3.82Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.020.00042.1418" RCP1.21HGL: 517.25HGL: 517.29HGL: 517.41HGL: 517.42HGL: 517.53HGL: 517.55HGL: 517.65HGL: 517.76HGL: 517.87HGL: 517.89HGL: 518.00HGL: 518.08HGL: 518.18 HGL: 518.25 HGL: 518.35 HGL: 518.40 HGL: 518.50 HGL: 518.53 HGL: 518.63 HGL: 518.65 HGL: 518.75 HGL: 518.77 HGL: 518.87 HGL: 518.96 HGL: 519.13 HGL: 519.30 HGL: 519.40 HGL: 519.41 HGL: 519.51 HGL: 519.55 HGL: 519.65 HGL: 519.66 HGL: 519.76STORM LINE BSTA. -0+50 TO STA. 8+75HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'500505510515520525530535500505510515520525530535-0+500+001+002+003+004+005+006+007+008+008+75FL 6'X5' RCB: 510.53FL 6'X5' RCB: 510.53 FL 6'X5' RCB: 511.24 FL 6'X5' RCB: 511.24 FL 18" RCP: 513.02 FL 6'X5' RCB: 512.11 FL 6'X5' RCB: 512.11 FL 12" HDPE: 514.36 FL 6'X5' RCB: 512.41 FL 6'X5' RCB: 512.41 FL 18" RCP: 514.16 FL 6'X5' RCB: 513.29 FL 6'X5' RCB: 513.29 FL 24" RCP: 514.79 FL 6'X5' RCB: 513.32 4 LF OF 6'X5' RCB @ 0.33%213 LF OF 6'X5' RCB @ 0.33%263 LF OF 6'X5' RCB @ 0.33%89 LF OF 6'X5' RCB @ 0.33%5 LF OF 6'X5' RCB @ 0.33%10 LF OF 6'X5' RCB @ 0.33%STA: 0+05.00, STORM LINE BSTA: 0+00.00, STORM LAT B-1INSTALL:CONNECT LATERAL TO SIDEOF 6'X5' RCBSTA: 0+08.81, STORM LINE BINSTALL:1 - 45° BEND STA: 2+22.26, STORM LINE B STA: 0+00.00, STORM LAT B-2 INSTALL: CONNECT LATERAL TO SIDE OF 6'X5' RCB STA: 4+85.00, STORM LINE B STA: 0+00.00, STORM LAT B-3 INSTALL: CONNECT LATERAL TO SIDE OF 6'X5' RCB STA: 5+74.24, STORM LINE B STA: 0+00.00, STORM LAT B-4 INSTALL: CONNECT LATERAL TO SIDE OF 6'X5' RCB STA: 8+39.66, STORM LINE B STA: 0+00.00, STORM LAT B-7 INSTALL: CONNECT LATERAL TO SIDE OF 6'X5' RCB STA: 8+49.86, STORM LINE B CONNECT TO EXISTING 6'X5' RCB FL 6'X5' RCB: 512.73 FL 12" HDPE: 514.98 FL 6'X5' RCB: 512.73 98 LF OF 6'X5' RCB @ 0.33%STA: 6+72.58, STORM LINE B STA: 0+00.00, STORM LAT B-5 INSTALL: CONNECT LATERAL TO SIDE OF 6'X5' RCBEXISTING GRADEFINISH GRADEEX. 6'X5' RCBEX. 6'X5' RCBFL 6'X5' RCB: 510.50 FL 6'X5' RCB: 513.32 STA: 0+00.00, STORM LINE BINSTALL:CONNECT TO EXIST STORMCROWN: 517.2915 LF OF 6'X5' RCB @ 0.33%FL 6'X5' RCB: 510.50FL 6'X5' RCB: 510.52FL 6'X5' RCB: 510.52FL 12" HDPE: 512.77 FL 6'X5' RCB: 513.27 FL 6'X5' RCB: 513.27 FL 18" RCP: 515.02 STA: 8+34.66, STORM LINE B STA: 0+00.00, STORM LAT B-6 INSTALL: CONNECT LATERAL TO SIDE OF 6'X5' RCBQ =S = h =f100vcfsftV = FULL FLOWft/ftfps0.860.0028223.266'X5' RCB7.44Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.860.0028223.266'X5' RCB7.44Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.860.0028223.266'X5' RCB7.44Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.860.0028223.266'X5' RCB7.44Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.860.0028223.266'X5' RCB7.44HGL2.00'MIN.8" WATER CROSSINGSTA:0+68.09CONTRACTOR TO ESTABLISHACTUAL ELEVATIONS IN FIELDWHILE MAINTAINING THEREQUIRED CLEARANCES.2.00' MIN.8" WATER CROSSINGSTA:7+88.16CONTRACTOR TO ESTABLISHACTUAL ELEVATIONS IN FIELDWHILE MAINTAINING THEREQUIRED CLEARANCES.HGL: 517.90HGL: 517.91HGL: 518.01HGL: 518.02HGL: 518.45 HGL: 519.05 HGL: 519.15 HGL: 519.88 HGL: 519.98 HGL: 520.23 HGL: 520.33 HGL: 520.61 HGL: 520.71 HGL: 521.16 HGL: 521.26 HGL: 521.72 HGL: 521.82 HGL: 521.87 HGL: 522.73 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 4/1/2021 1:29 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:50 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-STRM-PROF.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb : oStrm : xSite 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 STORM SEWER PROFILES (SHEET 1 OF 4)C-210 STORM LAT A-3STA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'500505510515520525530500505510515520525530-0+250+000+60STORM LAT A-2STA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'500505510515520525530500505510515520525530-0+250+000+60STORM LAT A-1STA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'500505510515520525530500505510515520525530-0+250+000+60STORM LAT A-7STA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'503505510515520525530503505510515520525530-0+250+000+60STORM LAT A-6STA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'503505510515520525530503505510515520525530-0+250+000+60STORM LAT A-4STA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'500505510515520525530500505510515520525530-0+250+000+60STORM LAT A-5STA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'503505510515520525530503505510515520525530-0+250+000+60FL 5'X4' RCB: 509.19FL 5'X4' RCB: 509.19FL 18" RCP: 510.44 STA: 0+73.19, STORM LINE ASTA: 0+00.00, STORM LAT A-1INSTALL:18" RCP CONNECTIONFINISH GRADEEXISTING GRADEFL 5'X4' RCB: 509.71FL 5'X4' RCB: 509.71FL 30" RCP: 510.46FL 30" RCP: 513.12 STA: 2+80.84, STORM LINE ASTA: 0+00.00, STORM LAT A-2INSTALL:30" RCP CONNECTION30 LF OF18" RCP @ 20.18%13 LF OF30" RCP @ 20.13%STA: 0+13.18, STORM LAT A-2INSTALL:1 - STANDARDSIX GRATE INLETTG: 517.62EXISTING GRADEFINISH GRADEFL 5'X4' RCB: 510.03 FL 5'X4' RCB: 510.03 FL 30" RCP: 510.78 FL 30" RCP: 513.02 13 LF OF30" RCP @ 17.03%STA: 3+83.29, STORM LINE A STA: 0+00.00, STORM LAT A-3 INSTALL: 30" RCP CONNECTION STA: 0+13.18, STORM LAT A-3 INSTALL: 1 - STANDARD SIX GRATE INLET TG: 517.53FINISH GRADEEXISTING GRADE13 LF OF30" RCP @ 14.79%STA: 4+78.29, STORM LINE A STA: 0+00.00, STORM LAT A-4 INSTALL: 30" RCP CONNECTION FL 5'X4' RCB: 510.33 FL 5'X4' RCB: 510.33 FL 30" RCP: 511.08 FL 30" RCP: 513.02 STA: 0+13.18, STORM LAT A-4 INSTALL: 1 - STANDARD SIX GRATE INLET TG: 517.53EXISTING GRADEFINISH GRADE13 LF OF30" RCP @ 12.55%STA: 5+73.29, STORM LINE A STA: 0+00.00, STORM LAT A-5 INSTALL: 30" RCP CONNECTION FL 5'X4' RCB: 510.62 FL 5'X4' RCB: 510.62 FL 30" RCP: 511.37 FL 30" RCP: 513.02 STA: 0+13.18, STORM LAT A-5 INSTALL: 1 - STANDARD SIX GRATE INLET TG: 517.53FINISH GRADEEXISTING GRADESTA: 6+68.29, STORM LINE A STA: 0+00.00, STORM LAT A-6 INSTALL: 30" RCP CONNECTION FL 5'X4' RCB: 510.92 FL 5'X4' RCB: 510.92 FL 30" RCP: 511.66 FL 30" RCP: 513.02 STA: 0+13.18, STORM LAT A-6 INSTALL: 1 - STANDARD SIX GRATE INLET TG: 517.5313 LF OF30" RCP @ 10.32%EXISTING GRADEFINISH GRADEFL 30" RCP: 513.02 STA: 0+13.18, STORM LAT A-7 INSTALL: 1 - STANDARD SIX GRATE INLET TG: 517.5313 LF OF30" RCP @ 2.39%FINISH GRADEEXISTING GRADESTA: 7+63.29, STORM LINE A STA: 0+00.00, STORM LAT A-7 INSTALL: 1 - JUNCTION BOX FL 5'X4' RCB: 511.21 FL 30" RCP: 512.71 FL 30" RCP: 512.71 FL 18" RCP: 516.59 STA: 0+30.50, STORM LAT A-1INSTALL:1 - 5' STANDARDCURB INLETTC: 521.09V = nd = ftfpspPARTIAL FLOWCAPQ = cfsQ =100cfs1.9218" RCP12.630.2047.19HGL: 517.65HGL: 517.66HGL: 517.76HGL: 518.18HGL: 518.19HGL: 518.35 HGL: 518.35 HGL: 518.36 HGL: 518.46 HGL: 518.50 HGL: 518.51 HGL: 518.61 HGL: 518.63 HGL: 518.64 HGL: 518.74 HGL: 518.75 HGL: 518.77 HGL: 518.87HGLHGLHGLHGLHGL HGL: 518.87 HGL: 518.87 HGL: 518.97HGLHGLQ =S = h =f100vcfsftV = FULL FLOWft/ftfps0.150.001415.4230" RCP3.14Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.100.000912.3530" RCP2.52Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.060.00059.2730" RCP1.892.00'MIN.8" WATER CROSSINGSTA:0+06.99CONTRACTOR TO ESTABLISHACTUAL ELEVATIONS IN FIELDWHILE MAINTAINING THEREQUIRED CLEARANCES.Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.100.000912.3530" RCP2.52Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.100.000912.3530" RCP2.52Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.100.000912.3530" RCP2.52STORM LAT A-10STA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'503505510515520525530503505510515520525530-0+250+000+60STORM LAT A-9STA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'505510515520525530535505510515520525530535-0+250+000+60FL 24" RCP: 515.30FL 24" RCP: 515.30FL 18" RCP: 515.55 21 LF OF18" RCP @ 3.57%FL 18" RCP: 516.32 STA: 10+32.72, STORM LINE ASTA: 0+00.00, STORM LAT A-9INSTALL:1 - 60° WYESTA: 0+21.37, STORM LAT A-9INSTALL:1 - 5' STANDARDCURB INLETTG: 520.82 30 LF OF18" RCP @ 1.86%STA: 10+80.38, STORM LINE A STA: 0+00.00, STORM LAT A-10 INSTALL: 1 - 60° WYE STA: 0+30.01, STORM LAT A-10 INSTALL: 1 - 5' STANDARD CURB INLET TC: 521.27 FL 24" RCP: 515.71 FL 18" RCP: 516.21 FL 18" RCP: 516.21 FL 18" RCP: 516.77STORM LAT A-8STA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'503505510515520525530503505510515520525530-0+250+000+6015 LF OF30" RCP @ 2.82%STA: 8+03.18, STORM LINE ASTA: 0+00.00, STORM LAT A-8INSTALL:1 - 60° WYESTA: 0+15.21, STORM LAT A-8INSTALL:1 - STANDARDSIX GRATE INLETTG: 517.76FL 30" RCP: 512.83FL 24" RCP: 513.33FL 30" RCP: 512.83FL 30" RCP: 513.26 EXISTING GRADEFINISH GRADEFINISH GRADEEXISTING GRADEEXISTING GRADEFINISH GRADEHGL: 519.13HGL: 519.16HGL: 519.33HGL: 519.40HGL: 519.40HGL: 519.50 HGL: 519.51 HGL: 519.53 HGL: 519.63HGLHGLHGLQ =S = h =f100vcfsftV = FULL FLOWft/ftfps0.170.001616.2730" RCP3.31Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.020.00031.9518" RCP1.10Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.030.00052.4118" RCP1.36STORM LAT B-1STA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'500505510515520525530500505510515520525530-0+250+000+60STORM LAT B-2STA. -0+25 TO STA. 0+75HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'505510515520525530535505510515520525530535-0+250+000+7512 LF OF18" RCP @ 19.37%STA: 2+22.26, STORM LINE B STA: 0+00.00, STORM LAT B-2 INSTALL: CONNECT LATERAL TO SIDE OF 6'X5' RCB STA: 0+43.04, STORM LAT B-2 INSTALL: 1 - 5' STANDARD CURB INLET TC: 520.55 FL 6'X5' RCB: 511.24 FL 6'X5' RCB: 511.24 FL 18" RCP: 513.02 FL 18" RCP: 516.55 FINISHGRADEEXISTING GRADE10 LF OF12" HDPE @ 12.33%FL 6'X5' RCB: 510.52 FL 6'X5' RCB: 510.52 FL 12" HDPE: 512.77 FL 12" HDPE: 514.00 STA: 0+05.00, STORM LINE B STA: 0+00.00, STORM LAT B-1 INSTALL: CONNECT LATERAL TO SIDE OF 6'X5' RCB STA: 0+10.00, STORM LAT B-1 INSTALL: 1 - FORTERRA #24 CATCH BASIN, SEE SHEET C-608 FOR DETAIL TG: 516.70 STA: 0+31.49, STORM LAT B-2 STA: 0+00.00, STORM LAT B-2.1 INSTALL: 1 - 60° WYEFL 18" RCP: 514.31 FL 18" RCP: 514.31 FL 12" HDPE: 514.81 31 LF OF18" RCP @ 4.10%EXISTING GRADEFINISH GRADEQ =S = h =f100vcfsftV = FULL FLOWft/ftfps0.300.00943.4712" HDPE4.41Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.070.00133.7518" RCP2.12Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.140.00255.2718" RCP2.98HGL: 518.01 HGL: 518.11 HGL: 518.41 HGL: 519.15 HGL: 519.23 HGL: 519.33 HGL: 519.34 HGL: 519.44HGLHGL2.00' MIN.8" WATER CROSSINGSTA:0+13.00CONTRACTOR TO ESTABLISHACTUAL ELEVATIONS IN FIELDWHILE MAINTAINING THEREQUIRED CLEARANCES.STORM LAT B-2.1STA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'505510515520525530535505510515520525530535-0+250+000+6023 LF OF12" HDPE @ 0.50%FL 12" HDPE: 514.93 STA: 0+31.49, STORM LAT B-2 STA: 0+00.00, STORM LAT B-2.1 INSTALL: 1 - 60° WYE STA: 0+23.27, STORM LAT B-2.1 INSTALL: 1 - FORTERRA #24 CATCH BASIN, SEE SHEET C-608 FOR DETAIL THROAT: 517.93 FL 18" RCP: 514.31 FL 18" RCP: 514.31 FL 12" HDPE: 514.81 EXISTING GRADEFINISH GRADEHGL: 519.33 HGL: 519.37 HGL: 519.47HGL Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.060.00191.5612" HDPE1.98STORM LAT B-3STA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'505510515520525530535505510515520525530535-0+250+000+6035 LF OF12" HDPE @ 3.23%FL 6'X5' RCB: 512.11 FL 6'X5' RCB: 512.11 FL 12" HDPE: 514.36 FL 12" HDPE: 515.48 STA: 4+85.00, STORM LINE B STA: 0+00.00, STORM LAT B-3 INSTALL: CONNECT LATERAL TO SIDE OF 6'X5' RCBEXISTING GRADEFINISH GRADESTA: 0+34.87, STORM LAT B-3 INSTALL: 1 - FORTERRA #24 CATCH BASIN, SEE SHEET C-608 FOR DETAIL TG: 518.65Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.040.00111.2112" HDPE1.54HGL: 519.98 HGL: 520.02 HGL: 520.12HGLThis 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 4/1/2021 1:29 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:50 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-STRM-PROF.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb : oStrm : xSite 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 STORM SEWER PROFILES (SHEET 2 OF 4)C-211 STORM LAT B-7STA. 0+00 TO STA. 2+80HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'5055105155205255305355055105155205255305350+001+002+002+80STA: 8+39.66, STORM LINE B STA: 0+00.00, STORM LAT B-7 INSTALL: CONNECT LATERAL TO SIDE OF 6'X5' RCB STA: 2+61.49, STORM LAT B-7 INSTALL: 1 - STANDARD FOUR GRATE INLET TG: 520.99 FL 6'X5' RCB: 513.29 FL 6'X5' RCB: 513.29 FL 24" RCP: 514.79 FL 18" RCP: 516.53 FINISH GRADEEXISTING GRADEFL 18" RCP: 516.45 FL 18" RCP: 516.45 FL 24" RCP: 515.37 FL 18" RCP: 515.87 FL 18" RCP: 515.87 STA: 1+22.43, STORM LAT B-7 STA: 0+00.00, STORM LAT B-7.1 INSTALL: 1 - 60° WYE STA: 2+45.23, STORM LAT B-7 INSTALL: 1 - 45° BEND123 LF OF 18" RCP @ 0.48%16 LF OF 18" RCP @ 0.48%122 LF OF 24" RCP @ 0.48%Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.020.00033.8424" RCP1.22Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.030.00052.2518" RCP1.27HGL: 521.82 HGL: 521.86 HGL: 521.96 HGL: 522.01 HGL: 522.11 HGL: 522.12 HGL: 522.22HGL STORM LAT B-7.1STA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'505510515520525530535505510515520525530535-0+250+000+60STA: 1+22.43, STORM LAT B-7 STA: 0+00.00, STORM LAT B-7.1 INSTALL: 1 - 60° WYE FL 24" RCP: 515.37 FL 18" RCP: 515.87 FL 18" RCP: 515.87 STA: 0+13.28, STORM LAT B-7.1 INSTALL: 1 - STANDARD FOUR GRATE INLET TG: 520.58 FL 18" RCP: 516.58 13 LF OF18" RCP @ 5.31%EXISTING GRADEFINISH GRADEQ =S = h =f100vcfsftV = FULL FLOWft/ftfps0.020.00031.8318" RCP1.04HGL: 521.96 HGL: 521.96 HGL: 522.06HGLSTORM LINE ESTA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'500505510515520525530500505510515520525530-0+250+000+60STORM LINE FSTA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'505510515520525530535505510515520525530535-0+250+000+60FINISH GRADEEXISTING GRADEEXISTING GRADEFINISH GRADE10 LF OF12" HDPE @ 8.82%FL 7'X5' RCB: 510.51FL 7'X5' RCB: 510.51FL 12" HDPE: 512.76 STA: 0+10.00, STORM LINE EINSTALL:1 - FORTERRA #24 CATCHBASIN, SEE SHEET C-608FOR DETAILTHROAT: 517.24STA: 1+23.89, EX. RCB LINE ASTA: 0+00.00, STORM LINE EINSTALL:CONNECT LATERAL TO SIDEOF EXISTING 6'X5' RCBFL 12" HDPE: 513.64 23 LF OF18" RCP @ 18.86%FL 6'X5' RCB: 510.71 FL 6'X5' RCB: 510.71 FL 18" RCP: 512.46 FL 18" RCP: 516.88 STA: 2+40.63, EX. RCB LINE A STA: 0+00.00, STORM LINE F INSTALL: CONNECT LATERAL TO SIDE OF EXISTING 6'X5' RCB STA: 0+23.45, STORM LINE F INSTALL: 1 - 5' STANDARD CURB INLET TC: 521.39Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.120.00372.1812" HDPE2.78Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.010.00021.6518" RCP0.93HGL: 517.50HGL: 517.54HGL: 517.64 HGL: 517.76 HGL: 517.77 HGL: 518.38HGLHGL STORM LINE JSTA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'505510515520525530535505510515520525530535-0+250+000+60FL 6'X5' RCB: 511.56 FL 6'X5' RCB: 511.56 FL 18" RCP: 513.31 STA: 7+36.47, EX. RCB LINE A STA: 0+00.00, STORM LINE J INSTALL: CONNECT LATERAL TO SIDE OF EXISTING 6'X5' RCBFL 18" RCP: 516.92 5 LF OF18" RCP @ 72.73%STA: 0+04.96, STORM LINE J INSTALL: 1 - 5' STANDARD CURB INLET TC: 520.92EXISTING GRADEFINISH GRADEQ =S = h =f100vcfsftV = FULL FLOWft/ftfps0.040.00072.8118" RCP1.59HGL: 520.17 HGL: 520.17 HGL: 520.27HGLSTORM LINE GSTA. -0+25 TO STA. 0+70HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'500505510515520525530500505510515520525530-0+250+000+70STORM LINE HSTA. -0+25 TO STA. 0+70HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'505510515520525530535505510515520525530535-0+250+000+70FINISH GRADEEXISTING GRADEEXISTING GRADEFINISH GRADESTORM LINE ISTA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'505510515520525530535505510515520525530535-0+250+000+60FINISH GRADEEXISTING GRADE10 LF OF12" HDPE @ 9.02%FL 6'X5' RCB: 510.93 FL 6'X5' RCB: 510.93 FL 12" HDPE: 513.18 FL 12" HDPE: 514.07 STA: 3+66.61, EX. RCB LINE A STA: 0+00.00, STORM LINE G INSTALL: CONNECT LATERAL TO SIDE OF EXISTING 6'X5' RCB STA: 0+09.96, STORM LINE G INSTALL: 1 - FORTERRA #24 CATCH BASIN, SEE SHEET C-608 FOR DETAIL THROAT: 517.77 23 LF OF18" RCP @ 18.29%FL 6'X5' RCB: 510.94 FL 6'X5' RCB: 510.94 FL 18" RCP: 512.69 FL 18" RCP: 516.88 STA: 3+76.61, EX. RCB LINE A STA: 0+00.00, STORM LINE H INSTALL: CONNECT LATERAL TO SIDE OF EXISTING 6'X5' RCB STA: 0+22.92, STORM LINE H INSTALL: 1 - 5' STANDARD CURB INLET TC: 521.39 12 LF OF6" HDPE @ 19.44%FL 6'X5' RCB: 511.54 FL 6'X5' RCB: 511.54 FL 6" HDPE: 513.79 FL 6" HDPE: 516.12 STA: 7+25.97, EX. RCB LINE A STA: 0+00.00, STORM LINE I INSTALL: CONNECT LATERAL TO SIDE OF EXISTING 6'X5' RCB STA: 0+11.98, STORM LINE I INSTALL: 1 - SQUARE CATCH BASIN (MI-3), SEE SHEET C-209 THROAT: 519.72Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.330.01023.6012" HDPE4.58Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.010.00021.6518" RCP0.93Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.33.02600.916" HDPE4.62HGL: 518.20 HGL: 518.30 HGL: 518.63 HGL: 518.23 HGL: 518.24 HGL: 518.38 HGL: 519.85 HGL: 520.16 HGL: 520.49HGLHGLHGLSTORM LINE DSTA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'500505510515520525530500505510515520525530-0+250+000+6010 LF OF6" HDPE @ 16.54%STA: 1+02.77, EX. RCB LINE BSTA: 0+00.00, STORM LINE DINSTALL:CONNECT LATERAL TO SIDEOF EXISTING 6'X5' RCBSTA: 0+10.05, STORM LINE DINSTALL:1 - SQUARE CATCH BASIN(MI-3), SEE SHEET C-209THROAT: 517.36FL 6'X5' RCB: 509.65FL 6'X5' RCB: 509.65FL 6" HDPE: 511.90FL 6" HDPE: 513.56 FINISH GRADEEXISTING GRADEQ =S = h =f100vcfsftV = FULL FLOWft/ftfps1.110.08671.666" HDPE8.44HGL: 516.57HGL: 517.44HGL: 518.55HGL STORM LINE CSTA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'502505510515520525530502505510515520525530-0+250+000+6025 LF OF18" RCP @ 20.28%FL 18" RCP: 516.59 FL 18" RCP: 511.47 STA: 1+12.77, EX. RCB LINE B STA: 0+00.00, STORM LINE C INSTALL: CONNECT LATERAL TO SIDE OF EXISTING 6'X5' RCB STA: 0+25.23, STORM LINE C INSTALL: 1 - 5' STANDARD CURB INLET TC: 521.09EXISTING GRADEFINISH GRADEFL 6'X5' RCB: 509.72 FL 6'X5' RCB: 509.72 Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.020.00031.8118" RCP1.02HGL: 516.52 HGL: 516.53 HGL: 516.94HGLSTORM LAT B-4STA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'505510515520525530535505510515520525530535-0+250+000+60STORM LAT B-5STA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'505510515520525530535505510515520525530535-0+250+000+6019 LF OF18" RCP @ 2.00%STA: 5+74.24, STORM LINE BSTA: 0+00.00, STORM LAT B-4INSTALL:CONNECT LATERAL TO SIDEOF 6'X5' RCBFL 6'X5' RCB: 512.41FL 6'X5' RCB: 512.41FL 18" RCP: 514.16 28 LF OF12" HDPE @ 2.96%STA: 6+72.58, STORM LINE BSTA: 0+00.00, STORM LAT B-5INSTALL:CONNECT LATERAL TO SIDEOF 6'X5' RCBFL 6'X5' RCB: 512.73FL 12" HDPE: 514.98FL 6'X5' RCB: 512.73 FINISH GRADEEXISTING GRADEEXISTING GRADEFINISH GRADESTA: 0+19.27, STORM LAT B-4INSTALL:1 - 5' STANDARDCURB INLETTC: 520.67FL 18" RCP: 514.54FL 12" HDPE: 515.81 STA: 0+27.95, STORM LAT B-5INSTALL:1 - FORTERRA #24 CATCHBASIN, SEE SHEET C-608FOR DETAILTHROAT: 518.96Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.060.00103.3318" RCP1.88Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.050.00161.4112" HDPE1.80HGL: 520.33HGL: 520.35HGL: 520.45HGL: 520.71HGL: 520.75HGL: 520.85HGLHGL8" WATER CROSSINGSTA:0+13.00CONTRACTOR TO ESTABLISHACTUAL ELEVATIONS IN FIELDWHILE MAINTAINING THEREQUIRED CLEARANCES.2.00'MIN.STORM LAT B-6STA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'505510515520525530535505510515520525530535-0+250+000+6012 LF OF18" RCP @ 1.29%14 LF OF18" RCP @ 1.29%FL 6'X5' RCB: 513.27 FL 6'X5' RCB: 513.27 FL 18" RCP: 515.02 FL 18" RCP: 515.20 FL 18" RCP: 515.20 FL 18" RCP: 515.36 STA: 8+34.66, STORM LINE BSTA: 0+00.00, STORM LAT B-6 INSTALL: CONNECT LATERAL TO SIDE OF 6'X5' RCB STA: 0+14.02, STORM LAT B-6 INSTALL: 1 - 45° BEND STA: 0+25.98, STORM LAT B-6 INSTALL: 1 - 5' STANDARD CURB INLET TC: 519.86Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.010.00021.4624" RCP0.83HGL: 521.26 HGL: 521.26 HGL: 521.36 HGL: 521.36 HGL: 521.46HGLThis 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 4/1/2021 1:29 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:51 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-STRM-PROF.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb : oStrm : xSite 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 STORM SEWER PROFILES (SHEET 3 OF 4)C-212 STORM LINE LSTA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'505510515520525530535505510515520525530535-0+250+000+60STORM LINE KSTA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'505510515520525530535505510515520525530535-0+250+000+60STORM LINE MSTA. -0+25 TO STA. 0+60HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'505510515520525530535505510515520525530535-0+250+000+60FL 6" HDPE: 516.09FL 6'X5' RCB: 512.09FL 6'X5' RCB: 512.09FL 6" HDPE: 514.34 12 LF OF6" HDPE @ 14.56%STA: 10+49.95, EX. RCB LINE ASTA: 0+00.00, STORM LINE KINSTALL:CONNECT LATERAL TO SIDEOF EXISTING 6'X5' RCBSTA: 0+11.98, STORM LINE KINSTALL:1 - SQUARE CATCH BASIN(MI-3), SEE SHEET C-209THROAT: 519.74FINISH GRADEEXISTING GRADEFL 6'X5' RCB: 512.11FL 6'X5' RCB: 512.11FL 18" RCP: 513.86FL 18" RCP: 516.92 5 LF OF18" RCP @ 61.60%STA: 10+60.45, EX. RCB LINE ASTA: 0+00.00, STORM LINE LINSTALL:CONNECT LATERAL TO SIDEOF EXISTING 6'X5' RCBSTA: 0+04.96, STORM LINE LINSTALL:1 - 5' STANDARDCURB INLETTC: 520.92EXISTING GRADEFINISH GRADE5 LF OF18" RCP @ 43.38%FL 60" RCP: 513.32 FL 18" RCP: 517.22 FL 60" RCP: 513.32 FL 18" RCP: 515.07 STA: 0+04.96, STORM LINE M INSTALL: 1 - 5' STANDARD CURB INLET TC: 521.22 STA: 12+46.80, EX. RCB LINE A STA: 0+00.00, STORM LINE M INSTALL: CONNECT LATERAL TO SIDE OF EXISTING 60" RCPFINISH GRADEEXISTING GRADEQ =S = h =f100vcfsftV = FULL FLOWft/ftfps0.500.03951.126" HDPE5.69Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.040.00072.7918" RCP1.58Q =S = h =f100vcfsftV = FULL FLOWft/ftfps0.020.00031.7618" RCP0.99HGL: 520.55HGL: 521.02HGL: 521.53HGL: 520.58HGL: 520.58HGL: 520.68 HGL: 520.90 HGL: 520.90 HGL: 521.00HGLHGLHGLThis 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 4/1/2021 1:29 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:51 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-STRM-PROF.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb : oStrm : xSite 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 STORM SEWER PROFILES (SHEET 4 OF 4)C-213 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W2"W 2"W 2"W 2"W 2"W 2"W 2"W 2"W2"W 2"W 2"W 2"W 2"W 2"W 8"W8"W8"W8"W8"W8"W8"WDD8"SS8"SS8"SS8"SSS6"SS SSSSOHE OHE OHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHEOHETTEESDDFOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEINLETINLETINLETINLETINLETINLETINLET8"WSSSSSSSSSSSSD8"W8"W8"W8"W8"W8"W8"WEEFAPPROXIMATE LOCATIONOF RELOCATED POWER LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE0+850+00 7+660+001+00 2+ 0 03+004+005+006+007+000+000+21STA: 0+00, WW LINE 1CONTRACTOR TO VERIFYHORIZONTAL AND VERTICALLOCATION PRIOR TOCONSTRUCTION AND NOTIFYENGINEER OF ANYDESCREPANCY. ADJUST RIMELEVATION TO MATCH PROP.GRADE. CONNECT TOEXISTING 5' DIA. MANHOLERIM: 519.51FL 8" PVC (IN): 506.50FL EX. 8" PVC (OUT): 506.3056 LF OF 8" PVC @ 0.41%STA: 0+55.76, WW LINE 1STA: 0+00.00, WW LAT AINSTALL:1 - 5' WW MANHOLE PERCITY OF COPPELLSTANDARD DETAIL 5020OR 5030RIM: 522.01FL 8" PVC (IN): 506.93FL 6" PVC (IN): 507.10FL 8" PVC (OUT): 506.7321 LF OF 6" PVC @ 4.37%STA: 0+20.67, WW LAT AEND 6" WW 5LF FROMBUILDINGINSTALL:1 - DOUBLE CLEANOUTREFERENCE MEP PLANSFOR CONTINUATIONRIM: 508.54FL 6" PVC (OUT): 508.0096 LF OF 8" PVC @ 0.41%STA: 1+52.15, WW LINE 1INSTALL:1 - 5' WW MANHOLE PERCITY OF COPPELL STANDARDDETAIL 5020 OR 5030RIM: 522.17FL 8" PVC (IN): 507.53FL 8" PVC (OUT): 507.3362 LF OF 8" PVC @ 0.41%65 LF OF 6" PVC @ 1.00%STA: 0+65, WW LAT BEND 6" WW 5LF FROMBUILDINGINSTALL:1 - DOUBLE CLEANOUTREFERENCE MEP PLANSFOR CONTINUATIONRIM: 516.54FL 6" PVC (OUT): 516.00275 LF OF 8" PVC @ 0.41%STA: 2+14.54, WW LINE 1STA: 0+00.00, WW LAT BINSTALL:1 - 5' WW DROP MANHOLEPER CITY OF COPPELLSTANDARD DETAIL 5070OR 5080RIM: 520.05FL 8" PVC (IN): 507.99FL 6" PVC (IN): 515.35FL 8" PVC (OUT): 507.79STA: 4+89.54, WW LINE 1INSTALL:1 - 4' WW MANHOLE PERCITY OF COPPELL STANDARDDETAIL 5020 OR 5030RIM: 518.06FL 8" PVC (IN): 509.32FL 8" PVC (OUT): 509.12276 LF OF 8" PVC @ 0.41%STA: 7+65.70, WW LINE 1STA: 0+00.00, WW LAT CSTA: 0+00.00, WW LAT DINSTALL:1 - 4' WW MANHOLE PERCITY OF COPPELLSTANDARD DETAIL 5020OR 5030RIM: 518.12FL 6" PVC (IN): 510.66FL 6" PVC (IN): 510.66FL 8" PVC (OUT): 510.4685 LF OF 6" PVC @ 3.93%STA: 0+85, WW LAT CEND 6" WW 5LF FROMBUILDINGINSTALL:1 - DOUBLE CLEANOUTREFERENCE MEP PLANSFOR CONTINUATIONRIM: 514.54FL 6" PVC (OUT): 514.00105 LF OF 6" PVC @ 1.00%STA: 1+04.99, WW LAT DEND 6" WW 5LF FROMBUILDINGINSTALL:1 - DOUBLE CLEANOUTREFERENCE MEP PLANSFOR CONTINUATIONRIM: 512.25FL 6" PVC (OUT): 511.71PROPOSEDBUILDING 2(139,318 SF)PROPOSEDBUILDING 1(176,606 SF)FFE = 523.00FFE = 523.0077.2'7.5' 9.4'70.6'6.8'20.7'7.4' 2.9'PROPOSED 25' WATEREASEMENT (BY PLAT)PROPOSED 10'LANDSCAPE BUFFERPROPOSED 10' BUILDINGSETBACK (BY PLAT)PROPOSED 10' BUILDINGSETBACK (BY PLAT)PROPOSED 60' BUILDINGSETBACK (BY PLAT)LOT 3C, BLOCK 2GATEWAY BUSINESS PARKVOL. 2001083 PG. 19D.R.D.C.T.PROLOGIS TEXAS II LLC INST. NO 20080201564 REMAINDER OF 16.51 ACRES, HAVERTY FURNATURECOMPANIES, INC., VOL 2001085, PG. 8033LOT 1R-2, BLOCK 2LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650HF COPPELL TX LANDLORD, LLCINST. NO 202000127487FR 750 GATEWAY, LLCINST. NO. 201500293509O.P.R.D.C.T.LOT 3A-R2, BLOCK 2LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650BSREP III EXCHANGE CIRCLE LLCINST. NO. 20200017431916.4089 ACRES714,770 SQ. FT.15' TEXAS UTILITIES ELECTRIC EASEMENTVOL. 90138, PG. 4289D.R.D.C.T.(POLES SHALL BE CENTERED 1.0' SOUTHOF PROPERTY LINE & SHALL HAVE SHORTARMS)10' T.P.&L. EASEMENT AND GENERALTELEPHONE COMPANY OF THESOUTHWEST EASEMENTVOL. 78088, PG. 638D.R.D.C.T.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001085, PG. 8057D.R.D.C.T.15' ONCOR ELECTRIC EASEMENTINST. NO. 20080120800O.P.R.D.C.T.10' T.P.&L. EASEMENT ANDGENERAL TELEPHONECOMPANY OF THE SOUTHWESTVOL. 78114, PG. 576D.R.D.C.T.15' ONCOR EASEMENTBY SEPARATE INST.(INST. NO. ________)20' UNDERGROUND DRAINAGE& UTILITY EASEMENTVOL. 95136, PG. 3876VOL. 96167, PG. 717920' UNDERGROUND DRAINAGE &UTILITY EASEMENTVOL. 95139. PG. 3876VOL. 96167, PG 7179D.R.D.C.T.20' DRAINAGE EASEMENTVOL. 2001083. PG. 19D.R.D.C.T.20' WATER EASEMENTINST. NO. 20080120800O.P.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.20' TU ELECTRICEASEMENTVOL. 2001083, PG. 19D.R.D.C.T.24' FIRE LANEEASEMENTVOL. 2001083, PG. 19D.R.D.C.T.45' DRAINAGE ANDSANITARY SEWEREASEMENTVOL. 2001083, PG. 19D.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.20' UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.LOT 3B, BLOCK 2, GATEWAY BUSINESS PARK VOL. 2001083 PG. 1920' DRAINAGE ANDUTILITY EASEMENTVOL. 96167, PG. 7179D.R.D.C.T.PROPOSED DRAINAGE &UTILITY EASEMENT (BYPLAT)PROPOSED 24' FIRE LANEEASEMENT (BY PLAT)PROPOSED 24' FIRE LANEEASEMENT (BY PLAT)PROPOSED 36' FIRE LANEEASEMENT (BY PLAT)9 0 . 0 °90.0°90.0°120.0 ° 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 3/2/2021 5:03 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:51 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-SSWR.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS oSswr : xEsmt : xExSite : xExUtil : xSite : xSswr : xStrm : xWater : xTtlb : xBndy 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIESWARNING: EXISTING UTILITIES SHOWN ARE BASED ONAVAILABLE RECORD DRAWINGS AND ABOVE GROUNDFIELD SURVEY DATA, THEREFORE THERE MAY BEUTILITIES PRESENT THAT ARE NOT SHOWN ON THESECONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFYPRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIORTO CONSTRUCTION AND USE CAUTION DURINGCONSTRUCTION. NOTIFY ENGINEER AND OWNER OF ANYDISCREPANCIES.Know what's below. Call before you dig.04/23/2021BM #100: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON TOPO F A CONCRETE CURB OF A MEDIAN NOSE ON THE EAST SIDE OFEXCHANGE CIRCLE LOCATED APPROXIMATELY 420 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD.ELEV. = 523.24BM #101: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 890 FEET EAST OF THECENTERLINE OF EXCHANGE CIRCLE AND 350 FEET NORTH OF GATEWAYBOULEVARD.ELEV. = 519.63BM #102: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 850 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD AND 420 FEET WEST OF THECENTERLINE OF FREEPORT PARKWAY.ELEV. = 520.23BENCHMARKSSANITARY SEWER PLANC-301NORTH0GRAPHIC SCALE IN FEET50 2550100LEGENDPROPERTY LINEPROPOSED WATEREXISTING WATERPROPOSED SANITARY SEWEREXISTING SANITARY SEWERPROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED UNDERGROUND ELECTRIC LINEEXISTING UNDERGROUND ELECTRIC LINEPROPOSED NATURAL GAS LINEEXISTING NATURAL GAS LINEPROPOSED WATER VALVEEXISTING WATER VALVEPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED WATER METEREXISTING WATER METEREXISTING STORM SEWER MANHOLEPROPOSED SANITARY SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEWWSSSSSSSSWWUEUEGASGASUEUEGASGASSSDNOTESNOTES1.WASTEWATER MAINS SHALL BE SDR-26 UNLESS OTHERWISE NOTED.2.ALL SANITARY SEWER EMBEDMENT SHALL FOLLOW THE CITY OFCOPPELL STANDARD SANITARY SEWER LINE EMBEDMENT DETAIL3050.3.FLOWLINE ELEVATIONS AT EACH 6-INCH WASTEWATER STUB 5-FEETFROM THE BUILDING EXTERIOR ALLOW FOR RESTROOM NEAR THEOPPOSITE END OF THE BUILDING. WW LINE 1STA. -0+10 TO STA. 7+95HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'500505510515520525530535500505510515520525530535-0+100+001+002+003+004+005+006+007+007+9556 LF OF8" PVC @ 0.41%96 LF OF 8" PVC @ 0.41%62 LF OF 8" PVC @ 0.41%275 LF OF 8" PVC @ 0.41%276 LF OF 8" PVC @ 0.41%FL 8": 506.50FL 8": 506.73FL 8": 506.93FL 6": 507.10FL 8": 507.33FL 8": 507.53 FL 8": 507.79 FL 8": 507.99 FL 6": 515.35 FL 8": 509.12 FL 8": 509.32 FL 8": 510.46 FL 6": 510.66 FL 6": 510.66 STA: 0+00, WW LINE 1CONTRACTOR TO VERIFYHORIZONTAL AND VERTICALLOCATION PRIOR TOCONSTRUCTION AND NOTIFYENGINEER OF ANYDESCREPANCY. ADJUST RIMELEVATION TO MATCH PROP.GRADE. CONNECT TOEXISTING 5' DIA. MANHOLERIM: 519.51STA: 0+55.76, WW LINE 1STA: 0+00.00, WW LAT AINSTALL:1 - 5' WW MANHOLE PERCITY OF COPPELLSTANDARD DETAIL 5020OR 5030RIM: 522.01STA: 1+52.15, WW LINE 1INSTALL:1 - 5' WW MANHOLE PERCITY OF COPPELL STANDARDDETAIL 5020 OR 5030RIM: 522.17 STA: 2+14.54, WW LINE 1 STA: 0+00.00, WW LAT B INSTALL: 1 - 5' WW DROP MANHOLE PER CITY OF COPPELL STANDARD DETAIL 5070 OR 5080 RIM: 520.05 STA: 4+89.54, WW LINE 1 INSTALL: 1 - 4' WW MANHOLE PER CITY OF COPPELL STANDARD DETAIL 5020 OR 5030 RIM: 518.06 STA: 7+65.70, WW LINE 1 STA: 0+00.00, WW LAT C STA: 0+00.00, WW LAT D INSTALL: 1 - 4' WW MANHOLE PER CITY OF COPPELL STANDARD DETAIL 5020 OR 5030 RIM: 518.12EXISTING GRADEAT CL OF PIPEPROPOSED GRADEAT CL OF PIPEEXISTING 8" PVCFL 8": 506.30 6" WATERCROSSINGSTA:0+39.43CONTRACTOR TO ESTABLISHACTUAL ELEVATIONS IN FILEDWHILE MAINTAINGCLEARANCES.8" WATER CROSSINGSTA:5+27.96CONTRACTOR TO ESTABLISHACTUAL ELEVATIONS IN FILEDWHILE MAINTAINGCLEARANCES.2.00' MIN. 2.00'MIN.WW LAT ASTA. 0+00 TO STA. 0+70HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'5005055105155205255305355005055105155205255305350+000+7021 LF OF6" PVC @ 4.37%FL 8": 506.73FL 8": 506.93FL 6": 507.10FL 6": 508.00 STA: 0+20.67, WW LAT AEND 6" WW 5LF FROMBUILDINGINSTALL:1 - DOUBLE CLEANOUTREFERENCE MEP PLANSFOR CONTINUATIONSTA: 0+55.76, WW LINE 1STA: 0+00.00, WW LAT AINSTALL:1 - 5' WW MANHOLE PERCITY OF COPPELLSTANDARD DETAIL 5020OR 5030RIM: 522.01PROPOSED GRADEAT CL OF PIPEEXISTING GRADEAT CL OF PIPEWW LAT BSTA. 0+00 TO STA. 1+00HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'5005055105155205255305355005055105155205255305350+001+0065 LF OF 6" PVC @ 1.00%FL 8": 507.79 FL 8": 507.99 FL 6": 515.35 FL 6": 516.00 EXISTING GRADEAT CL OF PIPEPROPOSED GRADEAT CL OF PIPESTA: 2+14.54, WW LINE 1 STA: 0+00.00, WW LAT B INSTALL: 1 - 5' WW DROP MANHOLE PER CITY OF COPPELL STANDARD DETAIL 5070 OR 5080 RIM: 520.05 STA: 0+65, WW LAT B END 6" WW 5LF FROM BUILDING INSTALL: 1 - DOUBLE CLEANOUT REFERENCE MEP PLANS FOR CONTINUATION5'X4' RCB STORMSEWER CROSSINGSTA:0+10.00ELEV:509.591.36'8" WATER CROSSINGSTA:0+44.00CONTRACTOR TO ESTABLISHACTUAL ELEVATIONS IN FILEDWHILE MAINTAINGCLEARANCES.2.00' MIN.WW LAT CSTA. 0+00 TO STA. 1+10HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'5005055105155205255305355005055105155205255305350+001+001+1085 LF OF 6" PVC @ 3 .93% FL 6": 514.00 FL 8": 510.46 FL 6": 510.66 FL 6": 510.66 STA: 7+65.70, WW LINE 1 STA: 0+00.00, WW LAT C STA: 0+00.00, WW LAT D INSTALL: 1 - 4' WW MANHOLE PER CITY OF COPPELL STANDARD DETAIL 5020 OR 5030 RIM: 518.12 STA: 0+85, WW LAT C END 6" WW 5LF FROM BUILDING INSTALL: 1 - DOUBLE CLEANOUT REFERENCE MEP PLANS FOR CONTINUATIONEXISTING GRADEAT CL OF PIPEPROPOSED GRADEAT CL OF PIPEWW LAT DSTA. 0+00 TO STA. 1+30HORIZONTAL SCALE: 1"=40'VERTICAL SCALE: 1"=4'5005055105155205255305355005055105155205255305350+001+001+30105 LF OF 6" PVC @ 1.00%FL 8": 510.46 FL 6": 510.66 FL 6": 510.66 FL 6": 511.71 STA: 7+65.70, WW LINE 1 STA: 0+00.00, WW LAT C STA: 0+00.00, WW LAT D INSTALL: 1 - 4' WW MANHOLE PER CITY OF COPPELL STANDARD DETAIL 5020 OR 5030 RIM: 518.12 STA: 1+04.99, WW LAT D END 6" WW 5LF FROM BUILDING INSTALL: 1 - DOUBLE CLEANOUT REFERENCE MEP PLANS FOR CONTINUATIONPROPOSED GRADEAT CL OF PIPEEXISTING GRADEAT CL OF PIPE1.22'30" RCP STORMSEWER CROSSINGSTA:0+10.00ELEV:512.778" WATER CROSSINGSTA:0+44.00CONTRACTOR TO ESTABLISHACTUAL ELEVATIONS IN FILEDWHILE MAINTAINGCLEARANCES.2.00' MIN. 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 3/2/2021 5:03 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:51 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-SSWR.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS oSswr : xEsmt : xExSite : xExUtil : xSite : xSswr : xStrm : xWater : xTtlb : xBndy 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIESWARNING: EXISTING UTILITIES SHOWN ARE BASED ONAVAILABLE RECORD DRAWINGS AND ABOVE GROUNDFIELD SURVEY DATA, THEREFORE THERE MAY BEUTILITIES PRESENT THAT ARE NOT SHOWN ON THESECONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFYPRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIORTO CONSTRUCTION AND USE CAUTION DURINGCONSTRUCTION. NOTIFY ENGINEER AND OWNER OF ANYDISCREPANCIES.Know what's below. Call before you dig.04/23/2021BM #100: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON TOPO F A CONCRETE CURB OF A MEDIAN NOSE ON THE EAST SIDE OFEXCHANGE CIRCLE LOCATED APPROXIMATELY 420 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD.ELEV. = 523.24BM #101: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 890 FEET EAST OF THECENTERLINE OF EXCHANGE CIRCLE AND 350 FEET NORTH OF GATEWAYBOULEVARD.ELEV. = 519.63BM #102: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 850 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD AND 420 FEET WEST OF THECENTERLINE OF FREEPORT PARKWAY.ELEV. = 520.23BENCHMARKSSANITARY SEWER PROFILESC-302NOTESNOTES1.WASTEWATER MAINS SHALL BE SDR-26 UNLESS OTHERWISE NOTED.2.ALL SANITARY SEWER EMBEDMENT SHALL FOLLOW THE CITY OFCOPPELL STANDARD SANITARY SEWER LINE EMBEDMENT DETAIL3050.3.FLOWLINE ELEVATIONS AT EACH 6-INCH WASTEWATER STUB 5-FEETFROM THE BUILDING EXTERIOR ALLOW FOR RESTROOM NEAR THEOPPOSITE END OF THE BUILDING. 8"W 8"W 8"W 8"W 2"W 2"W 2"W 2"W2"W 2"W 2"W 0+00 0+000+00STA: 0+00.00, WATER LINE 1CONTRACTOR TO VERIFYEXISTING HORIZONTAL ANDVERTICAL LOCATION PRIORTO CONSTRUCTIONCONNECT TO EXISTING8" STUBSTA: 0+04.01, WATER LINE 1STA: 0+00.00, WATER LINE 3INSTALL:1 - TAPPING SADDLE ANDCORP STOP PER CITYOF COPPELL STANDARDDETAIL 4150STA: 0+08.96, WATER LINE 1INSTALL:1 - 8" DOUBLE CHECK DETECTORASSEMBLY PER CITY OF COPPELLSTANDARD DETAIL 4165STA: 0+06.42, WATER LINE 3INSTALL:1 - 2" DOMESTIC SERVICEAND METER BOX PER CITY OFCOPPELL STANDARD DETAIL 41501 - DOUBLE CHECK VALVE ASSEMBLY±430 LF OF 2" PVCSTA: 0+09.75, WATER LINE 4INSTALL:1 - 2" DOMESTIC SERVICEAND METER BOX PER CITY OFCOPPELL STANDARD DETAIL 41501 - DOUBLE CHECK VALVE ASSEMBLY±300 LF OF 2" PVCPROPOSED 25' WATEREASEMENT (BY PLAT)STA: 0+01.37, WATER LINE 1STA: 0+00.00, WATER LINE 4INSTALL:1 - TAPPING SADDLE ANDCORP STOP PER CITYOF COPPELL STANDARDDETAIL 4150INSTALL:1 - 1.5" IRRIGATION SERVICEAND METER BOX PER CITY OFCOPPELL STANDARD DETAIL 41551 - DOUBLE CHECK VALVE ASSEMBLYSTA: 0+06.66, WATER LINE 1INSTALL:1 - TAPPING SADDLE ANDCORP STOP PER CITYOF COPPELL STANDARDDETAIL 41551 - 8" GATE VALVE20' WATER EASEMENTINST. NO. 20080120800O.P.R.D.C.T.EESDDFOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHE12"W 12"W12"W8"W 8"W8"WSSSSSSSSSSSSSSD8"W8"W8"W8"W8"WDD8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W2"W 2"W 2"W 2"W 2"W 2"W 2"W2"W 2"W 2"W 2"W 2"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"SS8"SS8"SS8"SSSSSSSOHE OHEOHEOHEOHEOHE OHE OHE OHE OHE OHEOHEOHEEEFPROPERTY LINEPROPERTY LINE29+660+00 1+00 2+00 4+005+00 6+00 7+00 8+009+0010+0011+0012+0013+0014+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+000+001+002+003+004+005+006+007+007+330+001+00 2+00 3+00 4+00 4+350+001+00 2+00 3+003+250+00 1+002+003+004+005+006+007+00 8+00 9+00 9+12PROPOSED FDC PER CITY OFCOPPELL STANDARD DETAIL 4170(TYP. OF 2)PROPOSEDBUILDING 2(139,318 SF)PROPOSEDBUILDING 1(176,606 SF)FFE = 523.00FFE = 523.0031.5'15.5'6.4'3.3'7.0' 27.0'23.0'23.0'24.3' 10.0'17.8'34.0'27.1'4.5'66.0'PROPOSED 10'LANDSCAPE BUFFERPROPOSED 10' BUILDINGSETBACK (BY PLAT)PROPOSED 10' BUILDINGSETBACK (BY PLAT)PROPOSED 60' BUILDINGSETBACK (BY PLAT)LOT 3C, BLOCK 2GATEWAY BUSINESS PARKVOL. 2001083 PG. 19D.R.D.C.T.PROLOGIS TEXAS II LLC INST. NO 20080201564 REMAINDER OF 16.51 ACRES,HAVERTY FURNATURECOMPANIES, INC., VOL 2001085,PG. 8033LOT 1R-2, BLOCK 2LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650HF COPPELL TX LANDLORD, LLCINST. NO 202000127487FR 750 GATEWAY, LLCINST. NO. 201500293509O.P.R.D.C.T.LOT 3A-R2, BLOCK 2LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650BSREP III EXCHANGE CIRCLE LLCINST. NO. 20200017431916.4089 ACRES714,770 SQ. FT.15' TEXAS UTILITIES ELECTRIC EASEMENTVOL. 90138, PG. 4289D.R.D.C.T.(POLES SHALL BE CENTERED 1.0' SOUTHOF PROPERTY LINE & SHALL HAVE SHORTARMS)10' T.P.&L. EASEMENT AND GENERALTELEPHONE COMPANY OF THESOUTHWEST EASEMENTVOL. 78088, PG. 638D.R.D.C.T.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001085, PG. 8057D.R.D.C.T.15' ONCOR ELECTRIC EASEMENTINST. NO. 20080120800O.P.R.D.C.T.10' T.P.&L. EASEMENT ANDGENERAL TELEPHONECOMPANY OF THE SOUTHWESTVOL. 78114, PG. 576D.R.D.C.T.15' ONCOR EASEMENTBY SEPARATE INST.(INST. NO. ________)20' UNDERGROUND DRAINAGE& UTILITY EASEMENTVOL. 95136, PG. 3876VOL. 96167, PG. 717920' UNDERGROUND DRAINAGE &UTILITY EASEMENTVOL. 95139. PG. 3876VOL. 96167, PG 7179D.R.D.C.T.20' DRAINAGE EASEMENTVOL. 2001083. PG. 19D.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.20' TU ELECTRICEASEMENTVOL. 2001083, PG. 19D.R.D.C.T.24' FIRE LANEEASEMENTVOL. 2001083, PG. 19D.R.D.C.T.45' DRAINAGE ANDSANITARY SEWEREASEMENTVOL. 2001083, PG. 19D.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.20' UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.LOT 3B, BLOCK 2, GATEWAY BUSINESS PARK VOL. 2001083 PG. 1920' DRAINAGE ANDUTILITY EASEMENTVOL. 96167, PG. 7179D.R.D.C.T.PROPOSED DRAINAGE &UTILITY EASEMENT (BY PLAT)PROPOSED 24' FIRE LANEEASEMENT (BY PLAT)PROPOSED 24' FIRE LANEEASEMENT (BY PLAT)PROPOSED 36' FIRE LANEEASEMENT (BY PLAT)PROPOSED BOLLARDPROTECTION (TYP. OF 4)SEE DETAIL A, THIS SHEETPROPOSED 25' WATEREASEMENT (BY PLAT)20' WATER EASEMENTINST. NO. 20080120800O.P.R.D.C.T.10.0'STA: 3+80.23, WATER LINE 1INSTALL:3 - 45° VERTICAL BENDSSTA: 0+35.95, WATER LINE 1INSTALL:1 - 8"X8" TEE1 - 8" VALVESTA: 2+92.15, WATER LINE 4INSTALL:1 - 45° BENDSTA: 3+06.55, WATER LINE 4INSTALL:1 - 45° BENDSTA: 3+24.55, WATER LINE 4PLUG 5 LF FROM BUILDING ANDREFERENCE MEP PLANS FORCONTINUATIONSTA: 0+67.44, WATER LINE 1INSTALL:1 - 8"X6" TEE1 - 8" VALVE1 - 6" VALVE1 - FH ASSEMBLY PER CITY OFCOPPELL STANDARD DETAIL 4120±15 LF 6" PVC FIRE LINESTA: 3+43.95, WATER LINE 1STA: 0+00.00, WATER LINE 2INSTALL:1 - 8"X8" TEE1 - 8" VALVESTA: 3+58.85, WATER LINE 1INSTALL:1 - ROLLED 45° BENDSTA: 4+19.06, WATER LINE 1INSTALL:1 - 45° BENDSTA: 7+45.31, WATER LINE 1INSTALL:1 - 45° BENDSTA: 8+10.36, WATER LINE 1INSTALL:1 - ROLLED 45° BENDSTA: 11+11.74, WATER LINE 1INSTALL:1 - 8"X6" TEE1 - 8" VALVE1 - 6" VALVE1 - FH ASSEMBLY PER CITY OFCOPPELL STANDARD DETAIL 4120±12 LF 6" PVC FIRE LINESTA: 14+81.00, WATER LINE 1INSTALL:1 - 8"X6" TEE1 - 8" VALVE1 - 6" VALVE1 - FH ASSEMBLY PER CITY OFCOPPELL STANDARD DETAIL 4120±12 LF 6" PVC FIRE LINESTA: 15+04.42, WATER LINE 1INSTALL:1 - ROLLED 45° BENDSTA: 14+94.42, WATER LINE 1STA: 0+00.00, WATER LINE 5INSTALL:1 - 8"X8" TEE1 - 8" VALVESTA: 15+54.49, WATER LINE 1INSTALL:1 - 45° BENDSTA: 19+48.81, WATER LINE 1STA: 7+32.88, WATER LINE 2INSTALL:1 - 8"X8" TEE2 - 8" VALVESTA: 19+61.53, WATER LINE 1INSTALL:1 - 8"X6" TEE1 - 6" VALVE1 - FH ASSEMBLY PER CITY OFCOPPELL STANDARD DETAIL 4120±24 LF 6" PVC FIRE LINESTA: 22+17.07, WATER LINE 1INSTALL:1 - 45° BENDSTA: 22+73.26, WATER LINE 1INSTALL:1 - 45° BENDSTA: 26+23.26, WATER LINE 1INSTALL:1 - 8"X6" TEE1 - 8" VALVE1 - 6" VALVE1 - FH ASSEMBLY PER CITY OFCOPPELL STANDARD DETAIL 4120±21 LF 6" PVC FIRE LINESTA: 0+29.99, WATER LINE 2INSTALL:1 - 8"X6" TEE1 - 6" VALVE±89 LF OF 6" PVC1 - 6" CONNECTION TO BUILDINGPER CITY OF COPPELLSTANDARD DETAIL 4180.PLUG 5 LF FROM BUILDING ANDREFERENCE MEP PLANS FORCONTINUATIONSTA: 0+75.25, WATER LINE 2INSTALL:1 - 8"X6" TEE1 - 6" VALVE±21 LF OF 6" PVC1 - 6" CONNECTION TO BUILDINGPER CITY OF COPPELLSTANDARD DETAIL 4180.PLUG 5 LF FROM BUILDING ANDREFERENCE MEP PLANS FORCONTINUATIONSTA: 3+71.90, WATER LINE 2INSTALL:1 - 8"X6" TEE1 - 8" VALVE1 - 6" VALVE1 - FH ASSEMBLY PER CITY OFCOPPELL STANDARD DETAIL 4120±59 LF 6" PVC FIRE LINESTA: 4+35.35, WATER LINE 3PLUG 5 LF FROM BUILDING ANDREFERENCE MEP PLANS FORCONTINUATIONSTA: 5+76.07, WATER LINE 5INSTALL:1 - 45° BENDSTA: 6+12.58, WATER LINE 5INSTALL:1 - 45° BENDSTA: 9+04.62, WATER LINE 5INSTALL:1 - 11.25° BENDSTA: 9+11.89, WATER LINE 5CONTRACTOR TO FIELDVERIFY EXACT HORIZONTALAND VERTICAL LOCATIONCONNECT TOEXISTING 8" MAININSTALL:1 - CUT IN TEE1 - 8" VALVESTA: 1+34.16, WATER LINE 2INSTALL:4 - 45° VERTICAL BENDSPER CITY OF COPPELLSTANDARD DETAIL 4210STA: 6+85.32, WATER LINE 2INSTALL:4 - 45° VERTICAL BENDSPER CITY OF COPPELLSTANDARD DETAIL 4210STA: 3+71.90, WATER LINE 2INSTALL:4 - 45° VERTICAL BENDSPER CITY OF COPPELLSTANDARD DETAIL 4200STA: 0+53.92, WATER LINE 2INSTALL:1 - 8"X6" TEE1 - 6" VALVE1 - FH ASSEMBLY PER CITY OFCOPPELL STANDARD DETAIL 4120±11 LF 6" PVC FIRE LINESTA: 0+13.33, WATER LINE 2INSTALL:1 - 8"X6" TEE1 - 6" VALVE1 - FH ASSEMBLY PER CITY OFCOPPELL STANDARD DETAIL 4120±58 LF 6" PVC FIRE LINESTA: 0+33.16, WATER LINE 5INSTALL:2 - 90° BENDSSTA: 0+39.92, WATER LINE 5INSTALL:1 - 8" DOUBLE CHECK DETECTORASSEMBLY PER CITY OF COPPELLSTANDARD DETAIL 4165STA: 0+58.11, WATER LINE 5INSTALL:1 - 45° BENDSTA: 0+72.69, WATER LINE 5INSTALL:1 - 45° BENDSTA: 7+91.97, WATER LINE 1INSTALL:3 - 45° VERTICAL BENDSSTA: 10+11.27, WATER LINE 1INSTALL:4 - 45° VERTICAL BENDSSTA: 13+63.25, WATER LINE 1INSTALL:4 - 45° VERTICAL BENDSSTA: 15+22.81, WATER LINE 1INSTALL:3 - 45° VERTICAL BENDSSTA: 22+37.61, WATER LINE 1INSTALL:1 - 8"X6" TEE1 - 8" VALVE1 - 6" VALVE1 - FH ASSEMBLY PER CITY OFCOPPELL STANDARD DETAIL 4120±24 LF 6" PVC FIRE LINECONTRACTOR TO BORE ±37 LFUNDER EXISTING DRIVEWAYAS TO NOT DISRUPT USAGESTA: 7+58.09, WATER LINE 1INSTALL:1 - 8"X6" TEE1 - 8" VALVE1 - 6" VALVE1 - FH ASSEMBLY PER CITY OFCOPPELL STANDARD DETAIL 4120±21 LF 6" PVC FIRE LINEThis 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 4/2/2021 9:17 AMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 10:30 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-WATR.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xEsmt : xExSite : xExUtil : xSite : xSswr : xStrm : xWater : xTtlb : xBndy : oWatr : xAerial 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIESWARNING: EXISTING UTILITIES SHOWN ARE BASED ONAVAILABLE RECORD DRAWINGS AND ABOVE GROUNDFIELD SURVEY DATA, THEREFORE THERE MAY BEUTILITIES PRESENT THAT ARE NOT SHOWN ON THESECONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFYPRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIORTO CONSTRUCTION AND USE CAUTION DURINGCONSTRUCTION. NOTIFY ENGINEER AND OWNER OF ANYDISCREPANCIES.Know what's below. Call before you dig.04/23/2021BM #100: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON TOPO F A CONCRETE CURB OF A MEDIAN NOSE ON THE EAST SIDE OFEXCHANGE CIRCLE LOCATED APPROXIMATELY 420 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD.ELEV. = 523.24BM #101: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 890 FEET EAST OF THECENTERLINE OF EXCHANGE CIRCLE AND 350 FEET NORTH OF GATEWAYBOULEVARD.ELEV. = 519.63BM #102: MAG NAIL WITH SHIRE STAMPED “YP CONTROL POINT” SET ON ACONCRETE CURB LOCATED APPROXIMATELY 850 FEET NORTH OF THECENTERLINE OF GATEWAY BOULEVARD AND 420 FEET WEST OF THECENTERLINE OF FREEPORT PARKWAY.ELEV. = 520.23BENCHMARKSWATER PLANC-303NORTH0GRAPHIC SCALE IN FEET60 3060120DETAIL ASCALE 1" = 10'NORTHLEGENDPROPERTY LINEPROPOSED WATEREXISTING WATERPROPOSED SANITARY SEWEREXISTING SANITARY SEWERPROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED UNDERGROUND ELECTRIC LINEEXISTING UNDERGROUND ELECTRIC LINEPROPOSED NATURAL GAS LINEEXISTING NATURAL GAS LINEPROPOSED DOUBLE CHECK DETECTORPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED WATER METEREXISTING WATER METEREXISTING STORM SEWER MANHOLEPROPOSED SANITARY SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEWWSSSSSSSSWWUEUEGASGASUEUEGASGASSSDNOTES1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, CITYOF COPPELL STANDARD SPECIFICATIONS AND COMMONLY ACCEPTEDCONSTRUCTION STANDARDS.2.DEPTH OF WATER MAINS SIZED 8" AND UNDER SHALL BE A MINIMUM OF 3.5'UNDER IMPROVED SURFACES AND 5' UNDER UN-IMPROVED SURFACES.3.ALL WATER EMBEDMENT SHALL FOLLOW THE CITY OF COPPELLSTANDARDS.4.THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICALLOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTIONAND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANYCONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTINGEXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OFCONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THECONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE.5.THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONSSHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF ALLUTILITIES CROSSINGS.6.ALL WATER LINE FITTINGS SHALL BE MECHANICAL JOINT.7.LOCATION OF FIRE HYDRANTS SHALL COMPLY WITH THE CITY OF COPPELLSTANDARD DETAIL 4120.8.FOR ADJUSTMENT OF CITY OF COPPELL WATER UTILITIES APPURTENANCESOR TO VERIFY LOCATIONS OF EXISTING WATER AND WASTEWATER MAINS INAREA, CALL THE CITY OF COPPELL AT LEAST (3) THREE WORKING DAYSPRIOR TO CONSTRUCTION.9.FIRE HYDRANTS IN LANDSCAPED AREAS TO BE PLACED ON CONCRETE PADPER CITY OF COPPELL STANDARD DETAIL 4120.10.WATER METERS SHALL BE LOCATED IN NON-PAVED AREAS.WATER APPURTENANCE SIZESSERVICESERVICE SIZE (IN)WATER METER SIZE(IN)BACK FLOWPREVENTER/DOUBLECHECK DETECTORASSEMBLY SIZE (IN)IRRIGATION1.51.51.5(2) DOMESTIC222FIRE WATER8-8 EESDDFOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHE OHEOHE8"WSSSSSSSSSSSSD8"W8"W8"W8"W8"W8"W8"WDDFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLOHE OHE OHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHEOHETTEEF519520 521 522 523 524 525 526 527 528 520521 527526525524523522521520520522523524525522523524525 521522PROPERTY LINEPROPERTY LINEPROPERTY LINESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF520521522524525526 521521520522518522520 519 518 518 5195225215215215215 2 2 52 0 APPROXIMATE LOCATIONOF RELOCATED POWER LINECEIPIPIPIPIPIPIPIPGPGPGPIPSFSFSFSFSFSFGPGPGPIPIPIPN85°28'50"E886.8'S0°05'54"E 842.2'S89°40'38"W881.2'N0°19'10"W 777.3'PROPOSED 25' WATEREASEMENT (BY PLAT)PROPOSED 10'LANDSCAPE BUFFERPROPOSED 10' BUILDINGSETBACK (BY PLAT)PROPOSED 10' BUILDINGSETBACK (BY PLAT)PROPOSED 60' BUILDINGSETBACK (BY PLAT)LOT 3C, BLOCK 2GATEWAY BUSINESS PARKVOL. 2001083 PG. 19D.R.D.C.T.PROLOGIS TEXAS II LLC INST. NO 20080201564 REMAINDER OF 16.51 ACRES, HAVERTY FURNATURECOMPANIES, INC., VOL 2001085, PG. 8033LOT 1R-2, BLOCK 2LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650HF COPPELL TX LANDLORD, LLCINST. NO 202000127487FR 750 GATEWAY, LLCINST. NO. 201500293509O.P.R.D.C.T.LOT 3A-R2, BLOCK 2LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650BSREP III EXCHANGE CIRCLE LLCINST. NO. 20200017431916.4089 ACRES714,770 SQ. FT.15' TEXAS UTILITIES ELECTRIC EASEMENTVOL. 90138, PG. 4289D.R.D.C.T.(POLES SHALL BE CENTERED 1.0' SOUTHOF PROPERTY LINE & SHALL HAVE SHORTARMS)10' T.P.&L. EASEMENT AND GENERALTELEPHONE COMPANY OF THESOUTHWEST EASEMENTVOL. 78088, PG. 638D.R.D.C.T.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.PRIVATE ACCESS &UTILITY EASEMENTVOL. 2001085, PG. 8057D.R.D.C.T.15' ONCOR ELECTRIC EASEMENTINST. NO. 20080120800O.P.R.D.C.T.10' T.P.&L. EASEMENT ANDGENERAL TELEPHONECOMPANY OF THE SOUTHWESTVOL. 78114, PG. 576D.R.D.C.T.15' ONCOR EASEMENTBY SEPARATE INST.(INST. NO. ________)20' UNDERGROUND DRAINAGE& UTILITY EASEMENTVOL. 95136, PG. 3876VOL. 96167, PG. 717920' UNDERGROUND DRAINAGE &UTILITY EASEMENTVOL. 95139. PG. 3876VOL. 96167, PG 7179D.R.D.C.T.20' DRAINAGE EASEMENTVOL. 2001083. PG. 19D.R.D.C.T.20' WATER EASEMENTINST. NO. 20080120800O.P.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.20' TU ELECTRICEASEMENTVOL. 2001083, PG. 19D.R.D.C.T.24' FIRE LANEEASEMENTVOL. 2001083, PG. 19D.R.D.C.T.45' DRAINAGE ANDSANITARY SEWEREASEMENTVOL. 2001083, PG. 19D.R.D.C.T.30' DRAINAGE ANDUTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.20' UTILITY EASEMENTVOL. 2001083, PG. 19D.R.D.C.T.LOT 3B, BLOCK 2, GATEWAY BUSINESS PARK VOL. 2001083 PG. 1920' DRAINAGE ANDUTILITY EASEMENTVOL. 96167, PG. 7179D.R.D.C.T.PROPOSED DRAINAGE &UTILITY EASEMENT (BYPLAT)PROPOSED 24' FIRE LANEEASEMENT (BY PLAT)PROPOSED 24' FIRE LANEEASEMENT (BY PLAT)PROPOSED 36' FIRE LANEEASEMENT (BY PLAT)GPIPGPGPGPGPGPGPGPGPGPGPGPThis 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 2/4/2021 11:19 AMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 10:04 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-EROS.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xEsmt : xExSite : xExUtil : xSite : xStrm : xTtlb : xBndy 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 EROSION CONTROL PLANC-401NOTESPROPERTY LINEPROPOSED CONTOURSEXISTING CONTOURSSILT FENCECONSTRUCTION ENTRANCEGRATE INLET PROTECTIONCURB INLET PROTECTIONPHASEEROSION CONTROL MEASURES1. GRADINGALL SILT FENCE AND CONSTRUCTIONENTRANCE/EXIT SHALL BE INSTALLED PRIOR TOTHE INITIATION OF ROUGH GRADING.CONSTRUCTION ENTRANCE TO BE INSTALLED ATTHIS TIME.2. UTILITY INSTALLATIONALL SILT FENCE SHALL BE INSTALLED PRIOR TO THEINITIATION OF ALL UTILITY CONSTRUCTION. ASEACH INLET IS INSTALLED, SO SHOULD THE INLETPROTECTION.3. PAVING/BUILDINGALL PRIOR EROSION CONTROL MEASURESINSTALLED ABOVE TO BE MAINTAINED DURINGPAVING AND THROUGHOUT THE REMAINDER OF THEPROJECT.4. SOIL STABILIZATION/LANDSCAPINGAFTER SITE CONSTRUCTION AND PAVING PHASE,REMOVE TEMPORARY ENTRANCE/EXIT AND INLETPROTECTION. ALL PRIOR EROSION CONTROLMEASURES INSTALLED ABOVE TO BE MAINTAINEDDURING FINE GRADING AND THROUGH OUT THEREMAINDER OF THE PROJECT.1.CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION,MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLSSHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY.2.CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION,AND REMOVAL DATES FOR EACH BMP EMPLOYED (WHETHER CALLED OUT ONORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP.3.DRAINAGE PATTERNS ARE SHOWN ON THIS PLAN BY PROPOSED AND EXISTINGCONTOURS, FLOW ARROWS, AND SLOPES.4.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BEINSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTIONSEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLEDBEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BEINSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINALSITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVILAND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BYLANDSCAPING, THE BUILDING(S), AND SITE PAVING.5.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITHGENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZESEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPEAND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF.6.SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEMCONNECTED TO A MUNICIPAL SEWER SYSTEM.7.IN AREAS WITH 4:1 SLOPES, CONTRACTOR TO INSTALL SOIL RETENTION BLANKETIF NECESSARY.8.ALL SAWCUT WATER SHALL BE VACUUMED AND DISPOSED PROPERLY (I.E.CONCRETE WASHOUT PIT).9.ALL HYPERCHLORINATED WATER AND BLOW OFF WATER SHALL BE DISCHARGEDINTO SANITARY SEWER SYSTEM.10.ALL DISTURBED AREAS, WHETHER ON-SITE OR OFF-SITE, SHALL RECEIVE A FULLSTAND OF GRASS (PERMANENT GRASS) PRIOR TO ISSUANCE OF ANYOCCUPANCY BY THE BUILDING AND CODE DIVISION OF COMMUNITYDEVELOPMENT.9.73 ACRESTOTAL DISTURBED AREALEGENDSFSFIPGPCESFPHASINGNORTH0GRAPHIC SCALE IN FEET50 2550100520520 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 2/4/2021 11:19 AMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:53 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-EROS.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xEsmt : xExSite : xExUtil : xSite : xStrm : xTtlb : xBndy 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 EROSION CONTROL DETAILSC-402STANDARD EROSION CONTROL GENERAL NOTES1.EROSION CONTROL DEVICES AS SHOWN ON THE EROSION CONTROL PLAN FORTHE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBINGACTIVITIES ON THE PROJECT.2.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITHTHE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES ARETO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THECITY OF COPPELL.3.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION ANDOFF-SITE SEDIMENTATION FROM THE PROJECT THE EROSION CONTROL PLANWILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROLDEVICES WILL BE REQUIRED ON SITE.4.IF OFF-SITE BORROW OR SPOILS SITES ARE USED IN CONJUNCTION WITH THISPROJECT, THIS INFORMATION SHALL BE DISCLOSED AND SHOWN ON THEEROSION CONTROL PLAN. OFF-SITE BORROW AND SPOILS AREAS ARECONSIDERED PART OF EROSION CONTROL REQUIREMENTS. THESE AREAS SHALLBE STABILIZED WITH GROUND COVER PRIOR TO FINAL APPROVAL OF THEPROJECT.5.INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TOINSURE THAT THE DEVICES ARE FUNCTIONING PROPERLY. WHEN SEDIMENT ORMUD HAS CLOGGED THE VOID SPACES BETWEEN STONES OR MUD IS BEINGTRACKED ONTO A PUBLIC ROADWAY THE AGGREGATE PAD MUST BE WASHEDDOWN OR REPLACED. RUNOFF FROM THE WASH DOWN OPERATION HALL SHALLNOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWINGTHROUGH ANOTHER BMP TO CONTROL OFF SITE SEDIMENTATION. PERIODICRE-GRADING OR THE ADDITION OF NEW STONE MAY BE REQUIRED TO MAINTAINTHE EFFICIENCY OF THE INSTALLATION.6.CONTRACTOR SHALL HAVE A COPY THE SWPPP ON SITE AT ALL TIMES.7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF N.O.I., N.O.T. AND ANYADDITIONAL INFORMATION REQUIRED BY THE E.P.A. CONTRACTOR SHALL COMPLYWITH ALL E.P.A. STORM WATER POLLUTION PREVENTION REQUIREMENTS.B.M.P. MAINTENANCE SCHEDULETEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT:INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THATTHE FACILITY IS FUNCTIONING PROPERLY. AGGREGATE PAD SHALL BE WASHED DOWN ORREPLACED WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN THESONES OR MUD IS BEING TRACKED ONTO THE PUBLIC ROADWAY. RUNOFF FROM WASHDOWN OPERATION SHALL BE FILTERED THROUGH ANOTHER B.M.P. PRIOR TO DRAININGOFF-SITE.SILT FENCE:INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS. SEDIMENT SHALLBE REMOVED FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TOONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. FENCE SHALL BE INSPECTED FORGAPS AT BASE. INSPECT SUPPORTING POSTS AND FILTER FABRIC. REPLACE IF REQUIRED.INLET PROTECTION:INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THATTHE DEVICE IS FUNCTIONING PROPERLY. SEDIMENT SHALL BE REMOVED FROM THESTORAGE AREA WHEN SEDIMENT DEPTH HAS BUILT UP TO ONE-HALF THE DESIGN DEPTH.IF DE-WATERING OF THE STORAGE VOLUME IS NOT OCCURRING, CLEAN OR REPLACE THEFILTER STONE SURROUNDING THE INLET. CLEAN THE STONE SURFACE THE FIRST FEWTIMES BY RAKING. REPEATED SEDIMENT BUILD-UP WILL REQUIRE FILTER STONEREPLACEMENT.THE PROJECT SHALL GENERALLY CONFORM TO THE FOLLOWING: PHASE 1 - DEMOLITION/GRADING A. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AND SILT FENCE ACCORDING TO THEAPPROXIMATE LOCATION SHOWN ON GRADING AND EROSION CONTROL PLAN, NOTES, AND DETAILSHEETS. B. BEGIN CLEARING AND GRADING OF SITE. C. SEED AND REVEGETATE SLOPES WHERE SHOWN. PHASE 2 - UTILITIES A. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. B. INSTALL STORM DRAINS AS SPECIFIED ON PLAN SHEETS. C. INSTALL INLET PROTECTION. PHASE 3 - PAVING A. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. REMOVE AS NEEDED TO PAVE. B. STABILIZE SUBGRADE. C. PAVE PARKING LOT AND SIDEWALKS AS SPECIFIED ON PLAN SHEETS. D. REMOVE TEMPORARY CONSTRUCTION ENTRANCE. PHASE 4 - LANDSCAPING AND SOIL STABILIZATION A. REVEGETATE LOT AND PARKWAYS B. LANDSCAPE CONTRACTOR SHALL REVEGETATE ALL AREAS RESERVED FORLANDSCAPE VEGETATIVE COVERS. C. REMOVE EROSION CONTROL DEVICES WHEN GROUND COVER ESTABLISHED.EROSION CONTROL SCHEDULE AND PHASING 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 3/1/2021 12:44 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:53 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-DETL.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 PAVING DETAILSC-501ACCESSIBLE PARKING& ACCESS RAMP DETAILN.T.S.2%1:12*CONCRETE WALK6' RAMPMAX 6" CONC. CURB6' RAMP1:12SURFACE TEXTURE & COLORMEETING SECTION 406 OF THE TEXASACCESSIBILITY STANDARDS (TAS)(TYP)HANDICAPPED SIGNS, INSTALL 2' FROM BACK OFCURB (TYP. EACH SPACE). SIGNAGE TO BE INACCORDANCE WITH TEXAS DEPARTMENT OFLICENSING AND REGULATION TEXASACCESSIBILITY STANDARDS (TAS) PER 4.6.4INSTALL 6" PRECASTWHEEL STOP (TYP.)BARRIER FREEACCESS RAMPTAPER CURB FROM 6" TO0" IN 6'-0"PAINT STANDARDHANDICAPPEDSYMBOLONE SPACE ADJACENT TO 8'UNLOADING AREA TO BEDESIGNATED "VAN ACCESSIBLESPACE" ON SIGNAGE.4" PAINTEDSTRIPES(WHITE)*8' MIN.*5' MIN.*8' MIN.9' TYP.NOTES:1.* DIMENSIONS MAY VARY REFER TO DIMENSIONAL CONTROL PLAN2.SIGNAGE AND MARKINGS TO BE IN ACCORDANCE WITH FEDERAL STATE AND LOCALREGULATIONS.3.MAXIMUM SLOPE FOR HANDICAPPED ACCESSIBLE PATHS ARE 5% WITH A MAXIMUM CROSSFALL SLOPE OF 2%. THE FIRST FIVE FEET FROM THE DOOR IS NOT TO EXCEED 2% IN ANYDIRECTION.4" TYP.16"15° 7"10"6"1'-7"9"16"22"3'-10"4'-6"10"2"2"6"NOTE:1.ALL TRAFFIC MARKINGS TO BE THERMOPLASTIC AS PER DIMENSIONS SHOWN.ACCESSIBLE PARKINGSYMBOL DETAILN.T.S.R7-8PARKINGRESERVEDVANACCESSIBLESPACESTHIS SIGN TYPICAL ATALL VAN ACCESSIBLEPARKING SPACESBY STATE OR LOCAL LAWWORDING AS REQUIREDPENALTY SIGN WITHTHIS SIGN TYPICAL ATALL ACCESSIBLE PARKING12" X 9"12" X 6"3"SURFACEGROUND/PAVINGP.C. CONCRETE3600 P.S.I.W/ CONCRETE.4" PIPE BOLLARD PAINTEDTRAFFIC YELLOW, FILLEDOF CONCRETESLOPE TOPPOST (2-lbs./ft.)"U"-CHANNEL3'-0" 7'-0" (MIN) VARIES 2'-0"1'-6"3ACCESSIBLE SIGNPOST DETAILN.T.S.21BROOM FINISH UNLESSOTHER FINISH OR COLOR ISNOTED DIFFERENTLY ONARCHITECTURAL ORLANDSCAPE PLANSCOMPACTED SUBGRADE TO95% STANDARD PROCTORJOINT SEALANT WITHEXPANSION MATERIALIF ADJACENT TO CURBOR BUILDINGNOTES:1.PROVIDE BITUMINOUS EXPANSION MATERIAL WHERE WALK ABUTS EXISTING IMPROVEMENTSAND AT ALL CHANGES IN GRADE2.PROVIDE TOOLED JOINTS AT SPACING EQUAL TO WIDTH. PROVIDE REDWOOD EXPANSIONJOINTS AT 32' SPACING UNLESS NOTED DIFFERENTLY ON ARCHITECTURAL OR LANDSCAPEPLANS#3 BARS AT 24"C-C BOTH WAYSCLASS "A" 3000 PSI CONC.FINISHED GRADEPRIVATE CONCRETESIDEWALK DETAILN.T.S.57'-0" 5"3'-0"4'-0"NOTE:REFER TO ARCHITECTURAL PLANSFOR ALTERNATE BOLLARD DETAIL.4BOLLARD DETAILN.T.S.6" DIA. STL. PIPE(PAINTED) FILLED W/CONCRETECOMPACTEDSUBGRADE 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 3/1/2021 12:44 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:53 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-DETL.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 PAVING DETAILSC-502 CITY STANDARD DETAILSC-601This 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 4/1/2021 2:58 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:53 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-CITYDETL.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 CITY STANDARD DETAILSC-602This 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 4/1/2021 2:58 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:54 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-CITYDETL.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 CITY STANDARD DETAILSC-603This 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 4/1/2021 2:58 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:54 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-CITYDETL.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 CITY STANDARD DETAILSC-604This 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 4/1/2021 2:58 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:54 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-CITYDETL.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 CITY STANDARD DETAILSC-605This 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 4/1/2021 2:58 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:54 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-CITYDETL.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 CITY STANDARD DETAILSC-606This 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 4/1/2021 2:58 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:54 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-CITYDETL.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 CITY STANDARD DETAILSC-607This 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 4/1/2021 2:58 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:54 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-CITYDETL.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 DRAINAGE DETAILSC-608This 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. DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 4/1/2021 2:58 PMPLOTTED BY AIINEHSAZIAN, NADER 4/23/2021 9:54 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-CITYDETL.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb 067806208 APRIL 2021 DSA NJA DPG © 2021 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240PREPARED FOR BROOKFIELD PROPERTIES 04/23/2021 E E S D F OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE INLET INLET INLET INLET INLET INLET INLET SS SS D 8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W2"W2"W2"W2"W2"W2"W2"W2"W2"W2"W2"W2"W2"W2"W8"W 8"W 8"W 8"W D D 8"SS 8"SS 8"SS 8"SS S 6"SSS S S S 4474 44754476 4477 4478 4479 4482 4483 E E F S89°40'38"W 881.15'N0°19'10"W777.30'N85°28'50"E 886.78'S0°05'54"E842.20'16.4089 ACRES 714,770 SQ. FT.FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHET T PROPOSED BUILDING 1 (178,737 SF) PROPOSED BUILDING 2 (139,318 SF) LOT 3AR-R2, BLOCK 2 LOTS 1R-2 & 3AR, BLOCK 2 GATEWAY BUSINESS PARK INST. NO. 201700235650 PART OF 16.51 ACRES HAVERTY FURNITURE COMPANIES, INC. VOL. 2001085, PG. 8033 0.3858 ACRES HAVERTY FURNITURE COMPANIES, INC. VOL. 2001085, PG. 8039 LOT 3C, BLOCK 2 GATEWAY BUSINESS PARK VOL. 2001083 PG. 19 LOTS 3A, 3B, 3C, AND COMMON AREA 1,BLOCK 2, GATEWAY BUSINESS PARKVOL. 2001083 PG. 19REMAINDER OF 16.51 ACRES, HAVERTY FURNATURECOMPANIES, INC., VOL 2001085, PG. 8033LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650HAVERTY FURNITURE COMPANIES, INC.INST. NO. 20080334484FR 750 GATEWAY, LLC ST. LOUIS & SOUTHWES T E R N R A I L R O A D (100' R.O.W., VOL 95, P G . 5 1 8 ) ZONING: LIZONING: LI10' T.P.&L. EASEMENT AND GENERAL TELEPHONE COMPANY OF THE SOUTHWEST VOL. 78114, PG. 576 15' TEXAS UTILITIES ELECTRIC EASEMENT VOL. 90138, PG. 4289 (POLES SHALL BE CENTERED 1.0' SOUTH OF PROPERTY LINE & SHALL HAVE SHORT ARMS) 10' T.P.&L. EASEMENT AND GENERAL TELEPHONE COMPANY OF THE SOUTHWEST EASEMENT VOL. 78088, PG. 638 PRIVATE ACCESS & UTILITY EASEMENT VOL. 2001083, PG. 19 30' DRAINAGE AND UTILITY EASEMENT VOL. 2001083, PG. 19 20' DRAINAGE AND UTILITY EASEMENT VOL. 96167, PG. 7179 20' DRAINAGE AND UTILITY EASEMENT VOL. 96167, PG. 7179 PRIVATE ACCESS & UTILITY EASEMENT VOL. 2001085, PG. 8057 20' WATER EASEMENT INST. NO. 20080120800 15' ONCOR ELECTRIC EASEMENT INST. NO. 20080120800 20' DRAINAGE EASEMENT VOL. 2001083, PG. 19 APPROXIMATE LOCATION OF TEMPORARY DRAINAGE EASEMENT VOL. 96167, PG. 7179 APPROXIMATE LOCATION OF TEMPORARY DRAINAGE EASEMENT VOL. 96167, PG. 7179 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\JE 6 4S 43 LF 88 LF 84 LG 935 \\\\\\\\\\\\\\\\\\LF 102 4V 68 UC 45 STEEL EDGING, TYP. STEEL EDGING, TYP. STEEL EDGING, TYP. STEEL EDGING, TYP. MONUMENT SIGN, BY OTHERS TRANSFORMER, REF. CIVIL AND MEP PLANS, TYP. TREES CODE QTY BOTANICAL / COMMON NAME CONT CAL HT REMARKS UC 45 ULMUS CRASSIFOLIA / CEDAR ELM B & B 4" CAL.16`-18` HT.SINGLE STRAIGHT CENTRAL LEADER, FULL AND MATCHING JE 6 JUNIPERUS VIRGINIANA / EASTERN RED CEDAR B & B 3" CAL.10`-12` HT. QV 68 QUERCUS VIRGINIANA / LIVE OAK B & B 3" CAL.14`-16` HT.SINGLE STRAIGHT CENTRAL LEADER, FULL AND MATCHING QS 43 QUERCUS SHUMARDII / SHUMARD RED OAK B & B 4" CAL.16` - 18` HT.SINGLE STRAIGHT CENTRAL LEADER, FULL AND MATCHING SHRUBS CODE QTY BOTANICAL / COMMON NAME CONT SIZE SPACING REMARKS LF 274 LEUCOPHYLLUM FRUTESCENS `COMPACTA` / COMPACT TEXAS RANGER CONT.24" HT.36" O.C.FULL AND MATCHING GROUND COVERS CODE QTY BOTANICAL / COMMON NAME ROOT SIZE SPACING REMARKS SEED 109,620 SF BOUTELOUA DACTYLOIDES / BUFFALO GRASS N/A N/A N/A HYDROSEED LG 901 LIRIOPE GIGANTEA / GIANT LIRIOPE CONT.12" HT.24" O.C.FULL AND MATCHING PLANT SCHEDULE 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.DATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED3/9/2021 4:19 PMPLOTTED BYMIKULIK, BLAINE 3/9/2021 4:29 PMDWG PATHK:\DAL_Civil\67806208 - Brookfield Coppell\4_Design\CAD\PlanSheets\LandscapeDWG NAMELP 1.00.dwgGATEWAY BUSINESS PARKTEXASCOPPELLIMAGESXREFS xSite : xBndy : xExSite : xbdr-24x36 - LA : xLandscape : xTrees : xSswr : xStrm : xWater : xEsmt : xExUtilMARCH 2021BDMBDMPBH© 2021 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240LOT 3AR, BLOCK 2GATEWAY BUSINESS PARK.HIAPBSTEC CTTESAETST AIREG 92 O F 8 3 ET XH R LDRE CAANDS TEP A RATR IC K 06780620803/09/2021 WARNING: CONTRACTOR TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. Know what's below. Call before you dig.PLANTING PLANLP 1.00 NORTH 1" = 50' @ 24" X 36" 0 GRAPHIC SCALE IN FEET 50 25 50 100 NOTE: ALL LANDSCAPING ENHANCEMENTS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM COMPLYING WITH THE CITY OF COPPELL'S CODE OF ORDINANCES. A LANDSCAPE PLAN IS TO BE SUBMITTED WITH THE BUILDING PERMIT. GATEWAY BUSINESS PARK GATEWAY BUSINESS PARK ADDITION LOT 3A-R2, BLOCK 2 ZONED LI, 16.4089 AC ALTA/NSPS LAND TITLE SURVEY LOT 3AR, BLOCK 2 LOTS 1R-2 & 3AR, BLOCK 2, GATEWAY BUSINESS PARK S.A.& M.G. RAILROAD SURVEY ABSTRACT NO. 1439 CITY OF COPPELL DALLAS COUNTY, TEXAS JUNE 2020 original plans showed 274 Dwarf Burford Holly - John Elias indicated substitution is acceptable original plans showed Bermuda Grass - John Elias indicated substitution is acceptable Planning Administrative Approval 05/03/2021 6"3 X ROOTBALL WIDTH 4" MULCH LAYER. PLACE NO MORE THAN 1" OF MULCH ON TOP OF ROOTBALL (REF. PLANTING SPECIFICATIONS FOR MULCH TYPE) 4" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. 6" DIA. CLEAR OF MULCH AT ROOT FLARE. IF REQUIRED, REMOVE EXCESS SOIL ON TOP OF ROOTBALL (MAX 2") AND EXPOSE TREE ROOT FLARE. ORIGINAL GRADE SCARIFY BOTTOM AND LOOSEN SIDES OF PLANTING PIT NATIVE LOOSENED PLANTING SOIL BACKFILL. DIG AND TURN THE SOIL TO REDUCE COMPACTION TO THE AREA AND DEPTH SHOWN. LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. IN THE TOP 1/3 DEPTH OF BACK FILL, MIX 1/2" LAYER OF COMPOST INTO EACH 6" LIFT OF BACKFILL. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. ADD ADDITIONAL SOIL AS NEEDED TO MEET REQUIRED FINISH GRADE. TRUNK/ROOTBALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT UNDISTURBED NATIVE SOIL MINIMUM SECTION FINISHED GRADE 4"NOTES: 1.REF. PLANTING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2.SEE ROOTBALL PREPARATION DETAILS FOR ADDITIONAL INFORMATION. 3.SEE TREE PRUNING DETAILS FOR ADDITIONAL INFORMATION. 4.REF. TREE STAKING DETAIL THIS SHEET. 5.PERFORM PERCOLATION TEST PER PLANTING SPECIFICATIONS. IF SUBSURFACE DRAINAGE PROBLEMS ARE ENCOUNTERED, NOTIFY PROJECT LANDSCAPE ARCHITECT. 8' DIA. MULCH RING (MIN.) FOR INDIVIDUAL TREES NOT IN LANDSCAPE BEDS TYPICAL TREE PLANTING (UP TO 3" CALIPER)GScale: NTS 6"8" SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOTBALL IS 2-3" ABOVE FINISHED GRADE. STABILIZE/PLUMB TREE BY TAMPING SOIL FIRMLY AROUND THE LOWER 1/4 OF THE ROOTBALL. ·FOR CONTAINER STOCK: REMOVE ENTIRE CONTAINER. ·FOR B&B STOCK: COMPLETELY REMOVE TOP 1/2 OF THE ENTIRE WIRE BASKET. COMPLETELY REMOVE ALL BURLAP/SYNTHETIC FABRICS AND STRAPPING. SECTION4'-0"2" X 2" WOODEN STAKES. INSTALL ADJACENT TO THE OUTER EDGE OF ROOTBALL. PLAN 2" x 2" WOODEN STAKES. STAKES. INSTALL ADJACENT TO THE OUTER EDGE OF ROOTBALL. SECURE 2" x 2" WOODED CROSS MEMBER TO VERTICAL STAKES USING THREE INCH LONG GALVANIZED WOOD SCREWS. WIDTH SHALL VARY DEPENDING ON ROOT BALL SIZE ROOTBALL TREE TRUNK TREE CANOPY NOTES: 1.THIS DETAIL IS FOR BELOW GRADE TREE STAKING ONLY. REF. DETAIL A THIS SHEET FOR TYPICAL TREE PLANTING. 2.REFERENCE PLANTING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3.WOODEN STAKES AND CROSS MEMBERS SHALL BE UNTREATED PINE OR DOUGLAS FIR. MULCH LAYER PLANTING SOIL BACKFILL UNDISTURBED NATIVE SOIL ROOTBALL BELOW GRADE TREE STAKING DScale: NTS 2-3" MULCH LAYER (REF. PLANTING SPECIFICATIONS) 4" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND EDGE OF BED, FIRMLY COMPACTED (ALONG ADJACENT TURF AREAS IF NO EDGING/PAVEMENT SHOWN ON PLANS) FINISHED GRADE UNDISTURBED NATIVE SOIL MODIFIED SOIL (ENTIRE BED). DEPTH VARIES ( REF. PLANTING AND PLANTING SOIL PLANS AND PLANTING SPECIFICATIONS). LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE PLANT. DO NOT OVER COMPACT. WHEN PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. ADD ADDITIONAL SOIL AS REQUIRED TO MEET REQUIRED FINISH GRADE SECTION SCARIFY BOTTOM AND SIDES OF PLANTING PIT BEST FACE OF PLANT TO FACE FRONT OF PLANTING BED PLAN NOTES: 1.REF. PLANTING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2.REF. PLANT SCHEDULE AND PLANTING PLANS FOR SPACING/LAYOUT. FRONT OF BED 4"EQ. EQ. GROUNDCOVER PLANTS TO BE TRIANGULARLY SPACED UNLESS SHOWN DIFFERENTLY ON PLANTING PLANS. GROUNDCOVER PLANT TYPICAL GROUNDCOVER PLANTING CScale: NTS 3 X ROOTBALL WIDTH 2-3" MULCH LAYER (REF. PLANTING SPECIFICATIONS) 4" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. FINISHED GRADE. UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF PLANTING PIT SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. ADD ADDITIONAL SOIL AS NEEDED TO MEET REQUIRED FINISH GRADE. PLANT ROOTBALL TO BE INSTALLED CENTERED AND PLUMB/LEVEL IN PLANTING PIT NOTES: 1.REF. PLANTING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2.WHEN SHRUBS MASSED TOGETHER WITH GROUNDCOVER BEDS, ALL SOIL IN BED TO BE AMENDED. (REF. PLANTING SPECIFICATIONS) 3.WHEN SHRUBS ARE USED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM MASS/HEIGHT. 4.REF. TO PLANT SCHEDULE AND PLANTING PLANS FOR SPACING/LAYOUT. SECTION BEST FACE OF SHRUB TO FACE FRONT OF PLANTING BED PLAN 4"FRONT OF BED EQ. EQ. SHRUBS TO BE TRIANGULARLY SPACED UNLESS SHOWN DIFFERENTLY ON PLANTING PLANS. SHRUB TYPICAL SHRUB PLANTING AScale: NTS LEAVE 6" OF TOP OF ROOTBALL EXPOSED AROUND BASE OF STEMS. 18-24" LANDSCAPE BED/ MULCH (TYP.)MIN. 1/2 MATURE SHRUB WIDTH BACK OF CURB SHRUB PLANTING, REF. DETAIL C THIS SHEET SHRUB PLANTING, REF. DETAIL C THIS SHEET BACK OF CURB 18-24" LANDSCAPE BED/ MULCH (TYP.) MIN. 1/2 MATURE SHRUB WIDTH SHRUB PLANTING AT CURB BScale: NTS CL CL MIN. 1/2 MATURE SHRUB WIDTH FIRE HYDRANT 5'-0" MIN. CLEAR MIN. 1/2 MATURE SHRUB WIDTH5'-0" MIN. CLEAR SHRUB PLANTING (TYP., REF. DETAIL B THIS SHEET) CL SHRUB PLANTING AT FIRE HYDRANT FScale: NTS CL CL 1"EScale: 1 1/2" = 1'-0" METAL EDGING (AT TURF & LANDSCAPE BED) MULCH LAYER REF. PLANTING PLANS AND SPECIFICATIONS AMENDED PLANTING SOIL, REF. PLANTING SOIL PLANS AND PLANTING SPECIFICATIONS METAL EDGING STAKES REF. PLANTING SPECIFICATIONS METAL EDGING, REF. PLANTING SPECIFICATIONS UNDISTURBED NATIVE SOIL TURF (SOD)LANDSCAPE BED TOPSOIL, REF. PLANTING SOIL PLAN AND PLANTING SPECIFICATIONSThis 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.DATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED9/23/2020 10:17 AMPLOTTED BYMIKULIK, BLAINE 3/9/2021 4:29 PMDWG PATHK:\DAL_Civil\67806208 - Brookfield Coppell\4_Design\CAD\PlanSheets\LandscapeDWG NAMELP 3.00.dwgGATEWAY BUSINESS PARKTEXASCOPPELLIMAGESXREFS xbdr-24x36 - LA : Shrub Planting Details : Steel edge @ landscape : Tree Fence Details : Tree Planting DetailsMARCH 2021BDMBDMPBH© 2021 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240LOT 3AR, BLOCK 2GATEWAY BUSINESS PARK.HIAPBSTEC CTTESAETST AIREG 92 O F 8 3 ET XH R LDRE CAANDS TEP A RATR IC K 06780620803/09/2021 PLANTING DETAILSLP 2.00 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W2"W2"W2"W2"W2"W2"W2"W2"W2"W2"W2"W2"W2"W2"W8"W 8"W 8"W 8"W ' ' 8"66 8"66 8"66 8"66 6 "666 6 6 6  2      8    2      8    2    8  8 8 82 8 8 8 8 8 88 E E ) ;;;;;;; 68ƒ 8"W 88 Nƒ "W N8ƒ28 "E 888 6ƒ "E822 16.4089 ACRES 714,770 SQ. 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Call before you dig.TREE3ROTE&T,ON$N'RE0O9$/3/$NT3 NORTH "  #2";"  *R$3H,&6&$/E,N)EET  2 NOTE: THE FOLLOWING TREE HEALTH DESCRIPTIONS ARE BASED ON A RAPID VISUAL ASSESSMENT OF INDICATORS WHICH ARE EASILY IDENTIFIABLE FROM GROUND LEVEL AND WITH THE UNAIDED EYE. FOR TREE INVENTORY PURPOSES ONLY. HEALTHY: TREE SHOW SIGNS OF GROWTH. INDICATORS OF DISEASE OR DIEBACK NOT OBSERVED. DECLINING: TREE SHOWS VISIBLE SIGNS OF DISEASE (SUCH AS FUNGUS, SLIME FUX, OR BARK SLOUGHING) OR DIEBACK. HAZARD: TREE SHOWS VISIBLE SIGNS OF DECAY, LIMB FAILURE AND/OR INSTABILITY. TREE INVENTORY CONDUCTED BY AND/OR UNDER THE SUPERVISION OF: Alex Brown ISA Certified Arborist TX-4383A Kimley-Horn and Associates /E*EN' E;,6T,N*TREETO%ERE0O9E' E;,6T,N*TREETORE0$,N NOTE: &ONTR$&TORTO9ER,)<$//TREE6TO%E RE0O9E'$RE/O&$TE',N6,'EO)THE3RO3ERT< /,NENOTREE6O))6,TE$RETO%E'E0O/,6HE' TREE3ROTE&T,ON)EN&,N* RE)'ET$,/$6HEETT32 *$TEW$<%86,NE663$R. *$TEW$<%86,NE663$R.$'',T,ON /OT$R2%/O&.2 =ONE'/,8$& $/T$N636/$N'T,T/E68R9E< /OT$R%/O&.2 /OT6R2 $R%/O&.2*$TEW$< %86,NE663$R. 6$ 0*R$,/RO$'68R9E< $%6TR$&TNO &,T<O)&O33E// '$//$6&O8NT<TE;$6 -8NE22 CROWN DRIP LINE OR OTHER LIMIT OF TREE AND PLANT PROTECTION AREA SEE TREE PROTECTION PLAN FOR FENCE LAYOUT MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS TREE PROTECTION FENCE AND POSTS (REF. TREE AND PLANT PROTECTION SPECIFICATIONS) 5" THICK LAYER OF MULCH. DO NOT MULCH AREA WITHIN 6" TO 12" OF TREE TRUNK (REF. TREE AND PLANT PROTECTION SPECIFICATIONS) TREE PROTECTION SIGN SPACED EVERY 50' O.C. MINIMUM ALONG THE FENCE (REF. ENLARGEMENT) ROOT PRUNING TRENCH (TYP. AS REQUIRED BY PROJECT ARBORIST) 8'-0" (TYP.) 6" (TYP.) NOTES: 1.SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR WATERING AND OTHER ADDITIONAL REQUIREMENTS. 2.ALL TREE AND ROOT PRUNING SHALL BE PERFORMED UNDER THE SUPERVISION OF AN I.S.A. CERTIFIED ARBORIST. ARBORIST SHALL MAKE ALL FINAL ROOT PRUNING RECOMMENDATIONS TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO ROOT PRUNING OPERATIONS. 3.NO EQUIPMENT SHALL OPERATE INSIDE THE TREE PROTECTION FENCE INCLUDING DURING FENCE INSTALLATION AND REMOVAL. 4.TREE PROTECTION FENCE LAYOUT AND INSTALLATION TO BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION ACTIVITY. 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Call before you dig.TREE3ROTE&T,ON'ET$,/6T32 &O33E//,N'86TR,$/ /OT$R%/O&.2 $/T$N636/$N'T,T/E68R9E< /OT$R%/O&.2 /OT6R2 $R%/O&.2*$TEW$< %86,NE663$R. 6$ 0*R$,/RO$'68R9E< $%6TR$&TNO &,T<O)&O33E// '$//$6&O8NT<TE;$6 8$& -8NE22 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE INLET INLET INLET INLET INLET INLET INLET SS SS SS 8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W2"W2"W2"W2"W2"W2"W2"W2"W2"W2"W2"W2"W2"W2"W8"W 8"W 8"W 8"W D D 8"SS 8"SS 8"SS 8"SS S 6"SSS S S S 4474 44754476 4477 4478 4479 4482 4483 S89°40'38"W 881.15'N0°19'10"W777.30'N85°28'50"E 886.78'S0°05'54"E842.20'FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHET T PROPOSED BUILDING 1 (178,737 SF) PROPOSED BUILDING 2 (139,318 SF) LOT 3AR-R2, BLOCK 2 LOTS 1R-2 & 3AR, BLOCK 2 GATEWAY BUSINESS PARK INST. NO. 201700235650 PART OF 16.51 ACRES HAVERTY FURNITURE COMPANIES, INC. VOL. 2001085, PG. 8033 0.3858 ACRES HAVERTY FURNITURE COMPANIES, INC. VOL. 2001085, PG. 8039 LOT 3C, BLOCK 2 GATEWAY BUSINESS PARK VOL. 2001083 PG. 19 LOTS 3A, 3B, 3C, AND COMMON AREA 1,BLOCK 2, GATEWAY BUSINESS PARKVOL. 2001083 PG. 19REMAINDER OF 16.51 ACRES, HAVERTY FURNATURECOMPANIES, INC., VOL 2001085, PG. 8033LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650HAVERTY FURNITURE COMPANIES, INC.INST. NO. 20080334484FR 750 GATEWAY, LLC ST. LOUIS & SOUTHWES T E R N R A I L R O A D (100' R.O.W., VOL 95, P G . 5 1 8 ) ZONING: LIZONING: LI10' T.P.&L. EASEMENT AND GENERAL TELEPHONE COMPANY OF THE SOUTHWEST VOL. 78114, PG. 576 15' TEXAS UTILITIES ELECTRIC EASEMENT VOL. 90138, PG. 4289 (POLES SHALL BE CENTERED 1.0' SOUTH OF PROPERTY LINE & SHALL HAVE SHORT ARMS) 10' T.P.&L. EASEMENT AND GENERAL TELEPHONE COMPANY OF THE SOUTHWEST EASEMENT VOL. 78088, PG. 638 PRIVATE ACCESS & UTILITY EASEMENT VOL. 2001083, PG. 19 30' DRAINAGE AND UTILITY EASEMENT VOL. 2001083, PG. 19 20' DRAINAGE AND UTILITY EASEMENT VOL. 96167, PG. 7179 PRIVATE ACCESS & UTILITY EASEMENT VOL. 2001085, PG. 8057 20' WATER EASEMENT INST. NO. 20080120800 15' ONCOR ELECTRIC EASEMENT INST. NO. 20080120800 20' DRAINAGE EASEMENT VOL. 2001083, PG. 19 APPROXIMATE LOCATION OF TEMPORARY DRAINAGE EASEMENT VOL. 96167, PG. 7179 APPROXIMATE LOCATION OF TEMPORARY DRAINAGE EASEMENT VOL. 96167, PG. 7179 FS MV BF C RS \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\STEEL EDGING, TYP. STEEL EDGING, TYP. STEEL EDGING, TYP. STEEL EDGING, TYP. SHUT OFF VALVE, BACKFLOW PREVENTER, MASTER VALVE, AND FLOW SENSOR TO BE INSTALLED AND CONNECTED TO IRRIGATION METER. IRRIGATION METER, REF. CIVIL PLANS WALL-MOUNTED IRRIGATION CONTROLLER(S). RAIN/FREEZE SENSOR ACCESSORY TO BE INSTALLED AND CONNECTED TO CONTROLLER. REF. ELECTRICAL PLANS FOR POWER POINT OF CONNECTION.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.DATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED3/9/2021 4:28 PMPLOTTED BYMIKULIK, BLAINE 3/9/2021 4:29 PMDWG PATHK:\DAL_Civil\67806208 - Brookfield Coppell\4_Design\CAD\PlanSheets\LandscapeDWG NAMELI 1.00.dwgGATEWAY BUSINESS PARKTEXASCOPPELLIMAGESXREFS xSite : xBndy : xExSite : xbdr-24x36 - IR : xLandscape : xTrees : xSswr : xStrm : xWater : xEsmt : xExUtilMARCH 2021BDMBDMKAU© 2021 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240LOT 3AR, BLOCK 2GATEWAY BUSINESS PARK06780620803/09/2021 WARNING: CONTRACTOR TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. Know what's below. Call before you dig.IRRIGATIONPERFORMANCEPLANLI 1.00 NORTH 1" = 50' @ 24" X 36" 0 GRAPHIC SCALE IN FEET 50 25 50 100 GATEWAY BUSINESS PARK GATEWAY BUSINESS PARK ADDITION LOT 3A-R2, BLOCK 2 ZONED LI, 16.4089 AC ALTA/NSPS LAND TITLE SURVEY LOT 3AR, BLOCK 2 LOTS 1R-2 & 3AR, BLOCK 2, GATEWAY BUSINESS PARK S.A.& M.G. RAILROAD SURVEY ABSTRACT NO. 1439 CITY OF COPPELL DALLAS COUNTY, TEXAS JUNE 2020 DESIGN PERFORMANCE NOTES: 1.ALL LANDSCAPING ENHANCEMENTS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM COMPLYING WITH THE CITY OF COPPELL'S CODE OF ORDINANCES. 2.ALL TREES ARE TO BE PROVIDED ONE BUBBLER MINIMUM. 3.ALL AREAS SHOWN TO BE PERMANENT, SHALL RECEIVE AN AUTOMATIC IRRIGATION SYSTEM PROVIDING 100% COVERAGE SHOWN ON THIS PLAN. THE IRRIGATION SYSTEM IS TO ADEQUATELY MAINTAIN THE PLANT MATERIALS IN A HEALTHY, GROWING CONDITION AT ALL TIMES. 4.IRRIGATION CONTRACTOR AND GENERAL CONTRACTOR TO COORDINATE WITH OWNER ON IRRIGATION SCHEDULE AND PROPOSED IRRIGATION EQUIPMENT TO MEET LEED REQUIREMENTS. 5.IRRIGATION CONTRACTOR TO PROVIDE IRRIGATION WATER USAGE CALCULATIONS AND PRODUCT EQUIPMENT SUBMITTALS TO LEED CONSULTANT AND OWNER FOR APPROVAL PRIOR TO INSTALLATION. 6.SLEEVES ARE SCHEMATICALLY PLACED. CONTRACTOR TO REVISE IN FIELD IF NEEDED. 7.CONTRACTOR TO SUBMIT: A)A COMPLETE 100% DESIGN PACKAGE INCLUDING PLANS, DETAILS, AND SPECIFICATIONS. B)ALL IRRIGATION BRANDS, PRODUCTS, AND EQUIPMENT TO OWNER FOR APPROVAL PRIOR TO INSTALLATION. LANDSCAPE BED ZONE (PERMANENT DRIP IRRIGATION) LEGEND TURF SEED/SOD ZONE (PERMANENT SPRAY HEAD IRRIGATION) 6" SCHEDULE 40 PVC SLEEVE