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Gateway BP(1.7)-PN210310This 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 3/5/2021 11:35 AMPLOTTED BY AIINEHSAZIAN, NADER 3/5/2021 11:37 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 MARCH 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.03/05/2021BM #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)MARCH 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 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-CITY 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. 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 VOL. 2001083 PG. 19 D.R.D.C.T.LOTS 1R-2 & 3AR, BLOCK 2GATEWAY BUSINESS PARKINST. NO. 201700235650EXCHANGECIRCLE(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 3A-R2, 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. 95139, 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. FR 750 GATEWAY, LLC INST. NO. 201500293509 O.P.R.D.C.T. 20' DRAINAGE AND UTILITY EASEMENT VOL. 96167, PG. 7179 D.R.D.C.T. 20' DRAINAGE AND UTILITY EASEMENT VOL. 96167, PG. 7179 D.R.D.C.T. 50' PRIVATE ACCESS & UTILITY EASEMENT VOL. 2001085, PG. 8057 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.REMAINDER OF 0.3858 ACRES HAVERTY FURNITURE COMPANIES, INC. VOL. 2001085, PG. 8039 DEED LINEAPPROXIMATE 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.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"W266.98'N89°40'38"E 689.47'S0°19'22"E266.98'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'REMAINDER OF 16.51 ACRES, HAVERTY FURNITURECOMPANIES, INC., VOL. 2001085, PG. 803333.34'72.47'24' 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 PLATC14 C15 C16 C7 WATER EASEMENT BY THIS PLAT L1L2 L3C1 C2 C9 C10 PRIVATE ACCESS & UTILITY EASEMENT VOL. 2001083, PG. 19 D.R.D.C.T. 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 C12 C13 C18 C17 N89°40'38"E 38.59' CURVE TABLE NO. C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 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°00'00" 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' 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' 47.12' 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 N44°40'38"E S45°19'22"E 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' 42.43' 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 - FREEPORT COPPELL - BROCKFIELD HAVERTY\DWG\067806208-31 FREEPORT PKWY COPPELL_FP.DWG PLOTTED BYBLANKENSHIP, MATTHEW 2/2/2021 12:02 PM LAST SAVED2/2/2021 12:01 PMScale Drawn by 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 FEB. 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 - FREEPORT COPPELL - BROCKFIELD HAVERTY\DWG\067806208-31 FREEPORT PKWY COPPELL_FP.DWG PLOTTED BYBLANKENSHIP, MATTHEW 2/2/2021 12:02 PM LAST SAVED2/2/2021 12:01 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 ___________, 2020, 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 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 LEGAL DESCRIPTION BEING 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 3A-R, Block 2 of Lots 1R-2 & 3A-R, 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, 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 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 3 AR and south right-of-way line of said 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 with the south right-of-way line of said St. Louis & Southern Railroad and with the east line of said Lot 3AR and 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; THENCE departing with the west line of said Lot 3B and with the south line of said Lot 3AR, 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 FEB. 2021 KH GENERAL NOTESOVERALL:1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY (OR TOWN) STANDARDDETAILS AND SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, AND COMMONLYACCEPTED CONSTRUCTION STANDARDS. THE CITY SPECIFICATIONS SHALL GOVERN WHERE OTHERSPECIFICATIONS DO NOT EXIST. IN CASE OF CONFLICTING SPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVESPECIFICATION AND DETAIL SHALL BE FOLLOWED.2.THE CONTRACTOR SHALL COMPLY WITH CITY (OR TOWN) “GENERAL NOTES” FOR CONSTRUCTION, IF EXISTINGAND REQUIRED BY THE CITY. FOR INSTANCES WHERE THEY CONFLICT WITH THESE KH GENERAL NOTES, THENTHE MORE RESTRICTIVE SHALL APPLY.3.THE CONTRACTOR SHALL FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN ANDDESCRIBED 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 SURVEYPREPARED BY THE PROJECT SURVEYOR, AND ARE BASED ON THE BENCHMARKS SHOWN. THE CONTRACTORSHALL REFERENCE THE SAME BENCHMARKS.6.THE CONTRACTOR SHALL REVIEW AND VERIFY THE EXISTING TOPOGRAPHIC SURVEY SHOWN ON THE PLANSREPRESENTS EXISTING FIELD CONDITIONS PRIOR TO CONSTRUCTION, AND SHALL REPORT ANY DISCREPANCIESFOUND 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 TOPOGRAPHICSURVEY 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 TOCOMMENCING CONSTRUCTION OR STAKING OF IMPROVEMENTS. PROPERTY LINES AND CORNERS SHALL BEHELD AS THE HORIZONTAL CONTROL.10.THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND FIELD CONDITIONS THAT MAYAFFECT CONSTRUCTION. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THEATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES ORDEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ARCHITECT, ENGINEER, AND IFAPPLICABLE THE CITY AND OWNER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THECITY, ENGINEER, AND OWNER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM.11.CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, LANDSCAPE, MEP, ARCHITECTURAL, ANDOTHER PLANS PRIOR TO COMMENCING CONSTRUCTION. OWNER/ENGINEER SHALL BE NOTIFIED OF ANYDISCREPANCY PRIOR TO COMMENCING WITH CONSTRUCTION.12.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVEBURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK TO HAVETHEM LOCATE THEIR EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ANADEQUATE MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION.13.CONTRACTOR SHALL CALL TEXAS 811 AN ADEQUATE AMOUNT OF TIME PRIOR TO COMMENCING CONSTRUCTIONOR ANY EXCAVATION.14.CONTRACTOR SHALL USE EXTREME CAUTION AS THE SITE CONTAINS VARIOUS KNOWN AND UNKNOWN PUBLICAND PRIVATE UTILITIES.15.THE LOCATIONS, ELEVATIONS, DEPTH, AND DIMENSIONS OF EXISTING UTILITIES SHOWN ON THE PLANS WEREOBTAINED FROM AVAILABLE UTILITY COMPANY MAPS AND PLANS, AND ARE CONSIDERED APPROXIMATE ANDINCOMPLETE. IT SHALL BE THE CONTRACTORS' RESPONSIBILITY TO VERIFY THE PRESENCE, LOCATION,ELEVATION, DEPTH, AND DIMENSION OF EXISTING UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION SOTHAT ADJUSTMENTS CAN BE MADE TO PROVIDE ADEQUATE CLEARANCES. THE ENGINEER SHALL BE NOTIFIEDWHEN A PROPOSED IMPROVEMENT CONFLICTS WITH AN EXISTING UTILITY.16.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY ADJUSTMENTS AND RELOCATIONS OF EXISTINGUTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, ADJUSTINGEXISTING MANHOLES TO MATCH PROPOSED GRADE, RELOCATING EXISTING POLES AND GUY WIRES THAT ARELOCATED IN PROPOSED DRIVEWAYS, ADJUSTING THE HORIZONTAL OR VERTICAL ALIGNMENT OF EXISTINGUNDERGROUND UTILITIES TO ACCOMMODATE PROPOSED GRADE OR CROSSING WITH A PROPOSED UTILITY, ANDANY OTHERS THAT MAY BE ENCOUNTERED THAT ARE UNKNOWN AT THIS TIME AND NOT SHOWN ON THESEPLANS.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 ARENECESSARY 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 TOEXACTLY LOCATE AND PRESERVE ALL UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANYDAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIESOR STRUCTURES. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANYOR DEPARTMENT AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINEDREGARDING THE METHOD TO USE FOR SUCH WORK.20.BRACING OF UTILITY POLES MAY BE REQUIRED BY THE UTILITY COMPANIES WHEN TRENCHING OR EXCAVATINGIN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR, WITHNO 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 ANDUNDERGROUND POWER LINES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, FEDERALAND 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 CONTRACTDOCUMENTS 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 THECONTRACTOR SUFFICIENTLY IN ADVANCE OF CONSTRUCTION OF THAT ITEM, SO THAT NO LESS THAN 10BUSINESS 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 FINALCONNECTION 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 FORPRESENTATION PURPOSES ONLY AND ARE NOT TO SCALE. CONTRACTOR SHALL COORDINATE FINAL SIZES ANDLOCATIONS WITH APPROPRIATE CITY INSPECTOR.29.THE SCOPE OF WORK FOR THE CIVIL IMPROVEMENTS SHOWN ON THESE PLANS TERMINATES 5-FEET FROM THEBUILDING. REFERENCE THE BUILDING PLANS (E.G. ARCHITECTURAL, STRUCTURAL, MEP) FOR AREAS WITHIN5-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 ANDASSOCIATES, INC. (KH) BY THE PROJECT ARCHITECT AT THE TIME THESE PLANS WERE PREPARED. IT MAY NOTBE THE FINAL CORRECT VERSION BECAUSE THE BUILDING DESIGN WAS ONGOING. THE CONTRACTOR IS SOLELYRESPONSIBLE FOR CONFIRMING THE FINAL CORRECT VERSION OF THE BUILDING FOOTPRINT WITH THEARCHITECT AND STRUCTURAL ENGINEER PRIOR TO LAYOUT. DIMENSIONS AND/OR COORDINATES SHOWN ONTHESE PLANS WERE BASED ON THE ABOVE STATED ARCHITECTURAL FOOTPRINT, AND ARE THEREFORE APRELIMINARY LOCATION OF THE BUILDING. THE CONTRACTOR IS SOLELY RESPONSIBLE TO VERIFY WHAT PARTOF 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 BEREPORTED 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 SPECIFIEDOTHERWISE BY OWNER. ALL MATERIALS TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITYINSPECTOR AND COMPLY WITH CITY STANDARD SPECIFICATIONS AND GEOTECHNICAL REPORT. TESTING SHALLBE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING MATERIALS. OWNER SHALL APPROVETHE AGENCY NOMINATED BY THE CONTRACTOR FOR MATERIALS TESTING.34.ALL COPIES OF MATERIALS TEST RESULTS SHALL BE SENT TO THE OWNER, ENGINEER AND ARCHITECT DIRECTLYFROM THE TESTING AGENCY.35.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THEMATERIALS, 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 CONTRACTORSHALL ADHERE TO GEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TOFLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN AGEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE ISCURRENTLY EXISTING.37.ALL CONTRACTORS MUST CONFINE THEIR ACTIVITIES TO THE WORK AREA. NO ENCROACHMENTS OUTSIDE OFTHE WORK AREA WILL BE ALLOWED. ANY DAMAGE RESULTING THEREFROM SHALL BE CONTRACTOR'S SOLERESPONSIBILITY 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 TOREMAIN 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 ORPUBLIC IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO: FENCES, WALLS, SIGNS, PAVEMENT, CURBS, UTILITIES,SIDEWALKS, GRASS, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, ETC.… TO ORIGINAL CONDITION ORBETTER AT NO COST TO THE OWNER.40.ALL AREAS IN EXISTING RIGHT-OF-WAY DISTURBED BY SITE CONSTRUCTION SHALL BE REPAIRED TO ORIGINALCONDITION 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, INCLUDINGMAINTAINING 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 APROFESSIONAL ENGINEER IN THE STATE OF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR ISRESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, ANDFEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWEDOVERNIGHT 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 THECONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THEENGINEER'S SEAL HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEM. THE CONTRACTOR SHALL BERESPONSIBLE 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 TOBEGINNING OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING REQUIREMENTS FOR THECONSTRUCTION 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 "TEXASMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES".51.TOP RIM ELEVATIONS OF ALL EXISTING AND PROPOSED MANHOLES SHALL BE COORDINATED WITH TOP OFPAVEMENT OR FINISHED GRADE AND SHALL BE ADJUSTED TO BE FLUSH WITH THE ACTUAL FINISHED GRADE ATTHE TIME OF PAVING.52.CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED VALVES, FIRE HYDRANTS, AND OTHER UTILITYAPPURTENANCES TO MATCH ACTUAL FINISHED GRADES AT THE TIME OF PAVING.53.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SEQUENCING AND PHASING, AND SHALL CONTACT THEAPPROPRIATE CITY OFFICIALS, INCLUDING BUILDING OFFICIAL, ENGINEERING INSPECTOR, AND FIRE MARSHALLTO LEARN OF ANY REQUIREMENTS.54.CONTRACTOR IS RESPONSIBLE FOR PREPARATION, SUBMITTAL, AND APPROVAL BY THE CITY OF A TRAFFICCONTROL 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 ORVARIANCES FROM THE PLANS.56.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT PLANS TO THE ENGINEER AND CITYIDENTIFYING 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 WATERQUALITY REQUIREMENTS, LAWS, AND ORDINANCES THAT APPLY TO THE CONSTRUCTION SITE LANDDISTURBANCE.2.CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE “TCEQ GENERAL PERMIT TO DISCHARGE UNDERTHE TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM TXR 150000”.3.EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLEDPRIOR TO THE START OF LAND DISTURBANCE.4.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS ANDSPECIFICATIONS FOR THE PROJECT.5.CONTRACTOR IS SOLELY RESPONSIBLE FOR INSTALLATION, IMPLEMENTATION, MAINTENANCE, ANDEFFECTIVENESS OF ALL EROSION CONTROL DEVICES, BEST MANAGEMENT PRACTICES (BMPS), AND FORUPDATING THE EROSION CONTROL PLAN DURING CONSTRUCTION AS FIELD CONDITIONS CHANGE.6.CONTRACTOR SHALL DOCUMENT THE DATES OF INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVALFOR 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 BEINSTALLED AT EACH INLET PER APPROVED DETAILS.8.THE EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL THE AREA IT PROTECTS HAS BEENPERMANENTLY 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 FIELDADJUSTMENTS AND MODIFICATIONS AS NEEDED TO PREVENT SEDIMENT FROM LEAVING THE SITE. IF THEEROSION CONTROL DEVICES DO NOT EFFECTIVELY CONTROL EROSION AND PREVENT SEDIMENTATION FROMWASHING 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 THEPROJECT SITE AND MUST ALSO COMPLY WITH THE EROSION CONTROL REQUIREMENTS FOR THIS PROJECT. THISINCLUDES THE INSTALLATION OF BMP'S TO CONTROL EROSION AND SEDIMENTATION AND THE ESTABLISHMENTOF 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 BMPSFOR 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 ADVERSELYAFFECT STORM WATER QUALITY. PROTECTIVE MEASURES SHALL BE PROVIDED IF NEEDED TO ACCOMPLISH THISREQUIREMENT, SUCH AS COVERING OR ENCIRCLING THE AREA WITH AN APPROPRIATE BARRIER.13.CONTRACTORS SHALL INSPECT ALL EROSION CONTROL DEVICES, BMPS, DISTURBED AREAS, AND VEHICLEENTRY 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 THEDEVICES AND EROSION CONTROL PLAN ARE FUNCTIONING PROPERLY.14.CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS OF ACCESSIN ACCORDANCE WITH CITY SPECIFICATIONS. CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION TRAFFICUSES 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 FLOWINGOF SEDIMENT AND DIRT ONTO OFF-SITE ROADWAYS. ALL SEDIMENT AND DIRT FROM THE SITE THAT ISDEPOSITED ONTO AN OFF-SITE ROADWAY SHALL BE REMOVED IMMEDIATELY.16.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS FROM THE AFFECTED OFF-SITEROADWAYS 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 BEDONE 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 AREGREATER THAN 10 ACRES, PER TCEQ AND CITY STANDARDS. IF NO ENGINEERING DESIGN HAS BEEN PROVIDEDFOR A SEDIMENTATION BASIN ON THESE PLANS, THEN THE CONTRACTOR SHALL ARRANGE FOR ANAPPROPRIATE DESIGN TO BE PROVIDED.19.ALL FINES IMPOSED FOR SEDIMENT OR DIRT DISCHARGED FROM THE SITE SHALL BE PAID BY THE RESPONSIBLECONTRACTOR.20.WHEN SEDIMENT OR DIRT HAS CLOGGED THE CONSTRUCTION ENTRANCE VOID SPACES BETWEEN STONES ORDIRT 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 WITHOUTFIRST FLOWING THROUGH ANOTHER BMP TO CONTROL SEDIMENTATION. PERIODIC RE-GRADING OR NEW STONEMAY 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 LASTDISTURBANCE OF ANY AREA, UNLESS ADDITIONAL CONSTRUCTION IN THE AREA IS EXPECTED WITHIN 21 DAYS OFTHE LAST DISTURBANCE.22.CONTRACTOR SHALL FOLLOW GOOD HOUSEKEEPING PRACTICES DURING CONSTRUCTION, ALWAYS CLEANINGUP DIRT, LOOSE MATERIAL, AND TRASH AS CONSTRUCTION PROGRESSES.23.UPON COMPLETION OF FINE GRADING, ALL SURFACES OF DISTURBED AREAS SHALL BE PERMANENTLYSTABILIZED. STABILIZATION IS ACHIEVED WHEN THE AREA IS EITHER COVERED BY PERMANENT IMPERVIOUSSTRUCTURES, 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 BORROWDITCHES AFFECTED BY THE CONSTRUCTION SHALL BE DREDGED, AND THE SEDIMENT GENERATED BY THEPROJECT 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 UNDERTHE TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM TXR 150000.3.THE CONTRACTOR SHALL ENSURE THAT ALL PRIMARY OPERATORS SUBMIT A NOI TO TCEQ AT LEAST SEVENDAYS PRIOR TO COMMENCING CONSTRUCTION (IF APPLICABLE), OR IF UTILIZING ELECTRONIC SUBMITTAL, PRIORTO COMMENCING CONSTRUCTION. ALL PRIMARY OPERATORS SHALL PROVIDE A COPY OF THE SIGNED NOI TOTHE OPERATOR OF ANY MS4 (TYPICALLY THE CITY) RECEIVING DISCHARGE FROM THE SITE.4.CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION OF THE STORM WATER POLLUTIONPREVENTION 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 THEREQUIRED CONTRACTOR CERTIFICATION STATEMENT ACKNOWLEDGING THEIR RESPONSIBILITIES AS SPECIFIEDIN 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 DURINGCONSTRUCTION.7.A NOTICE OF TERMINATION (NOT) SHALL BE SUBMITTED TO TCEQ BY ANY PRIMARY OPERATOR WITHIN 30 DAYSAFTER ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND A UNIFORM VEGETATIVECOVER HAS BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BY STRUCTURES, ATRANSFER OF OPERATIONAL CONTROL HAS OCCURRED, OR THE OPERATOR HAS OBTAINED ALTERNATIVEAUTHORIZATION UNDER A DIFFERENT PERMIT. A COPY OF THE NOT SHALL BE PROVIDED TO THE OPERATOR OFANY MS4 RECEIVING DISCHARGE FROM THE SITE.DEMOLITION:1.KH IS NOT RESPONSIBLE FOR THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR TO IMPLEMENT THISDEMOLITION PLAN. THIS PRELIMINARY DEMOLITION PLAN SIMPLY INDICATES THE KNOWN OBJECTS ON THESUBJECT 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 ANDUTILITY INFORMATION PROVIDED BY OTHERS, SHOWS ALL IMPROVEMENTS AND UTILITIES, THAT THEIMPROVEMENTS 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 WORKAND TO CONFIRM WITH THE OWNERS OF IMPROVEMENTS AND UTILITIES THE ABILITY AND PROCESS FOR THEREMOVAL OF THEIR FACILITIES.3.THIS PLAN IS INTENDED TO GIVE A GENERAL GUIDE TO THE CONTRACTOR, NOTHING MORE. THE GOAL OF THEDEMOLITION IS TO LEAVE THE SITE IN A STATE SUITABLE FOR THE CONSTRUCTION OF THE PROPOSEDDEVELOPMENT. REMOVAL OR PRESERVATION OF IMPROVEMENTS, UTILITIES, ETC. TO ACCOMPLISH THIS GOALARE THE RESPONSIBILITY OF THE CONTRACTOR.4.CONTRACTOR IS STRONGLY CAUTIONED TO REVIEW THE FOLLOWING REPORTS DESCRIBING SITE CONDITIONSPRIOR 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 TOTHE ABOVE CITED REPORTS HAVE BEEN PREPARED AND TO OBTAIN/REVIEW/AND COMPLY WITH THERECOMMENDATION OF SUCH STUDIES PRIOR TO STARTING ANY WORK ON THE SITE.6.CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS REGARDING THEDEMOLITION OF OBJECTS ON THE SITE AND THE DISPOSAL OF THE DEMOLISHED MATERIALS OFF-SITE. IT IS THECONTRACTOR'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 OFPAVEMENT, FOUNDATIONS OR WALLS, THAT ARE ALSO TO BE REMOVED.GRADING:1.THE CONTRACTOR AND GRADING SUBCONTRACTOR SHALL VERIFY THE SUITABILITY OF EXISTING ANDPROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THECIVIL 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 REFLECTTOP 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 TOBE 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. WHENPERFORMING THE GRADING OPERATIONS, THE CONTRACTOR SHALL PROVIDE AN APPROPRIATE ELEVATIONHOLD-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 FINISHEDGRADE. FOR EXAMPLE, THE LIMITS OF EARTHWORK IN PAVED AREAS IS THE BOTTOM OF THE PAVEMENTSECTION.8.NO REPRESENTATIONS OF EARTHWORK QUANTITIES OR SITE BALANCE ARE MADE BY THESE PLANS. THECONTRACTOR SHALL PROVIDE THEIR OWN EARTHWORK CALCULATION TO DETERMINE THEIR CONTRACTQUANTITIES AND COST. ANY SIGNIFICANT VARIANCE FROM A BALANCED SITE SHALL BE IMMEDIATELY BROUGHTTO THE ATTENTION OF THE CIVIL ENGINEER.9.ALL GRADING AND EARTHWORK SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATESTEDITION), INCLUDING SUBSEQUENT ADDENDA.10.ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATEDMATERIAL AND ALL WASTE RESULTING FROM SITE CLEARING AND GRUBBING SHALL BE REMOVED FROM THE SITEAND APPROPRIATELY DISPOSED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE.11.EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLEDPRIOR TO THE START OF GRADING. REFERENCE EROSION CONTROL PLAN, DETAILS, GENERAL NOTES, ANDSWPPP FOR ADDITIONAL INFORMATION AND REQUIREMENTS.12.BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF THEPROJECT'S PROPERTY LINE AND SITE IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARYENGINEERING 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 EXCESSEXCAVATION 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 FINEGRADING. CONTRACTOR SHALL REFER TO LANDSCAPE ARCHITECTURE PLANS FOR SPECIFICATIONS ANDREQUIREMENTS FOR TOPSOIL.15.CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDINGMAINTAINING 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, ORFLOODPLAIN FOR ANY REASON OR ANY LENGTH OF TIME, UNLESS THESE PLANS SPECIFICALLY INDICATE THIS ISREQUIRED.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 THEPROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BYTHE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.20.CONTRACTOR IS RESPONSIBLE FOR ALL SOILS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BYOWNER. ALL SOILS TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND SHALLCOMPLY WITH CITY STANDARD SPECIFICATIONS AND THE GEOTECHNICAL REPORT. SOILS TESTING SHALL BEPERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING SOILS. THE OWNER SHALL APPROVE THEAGENCY NOMINATED BY THE CONTRACTOR FOR SOILS TESTING.21.ALL COPIES OF SOILS TEST RESULTS SHALL BE SENT TO THE OWNER, ENGINEER AND ARCHITECT DIRECTLYFROM THE TESTING AGENCY.22.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THESOILS, 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 THEBUILDING. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT AND STRUCTURAL PLANS ANDSPECIFICATIONS FILL, CONDITIONING, AND PREPARATION IN THE BUILDING PAD.24.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTORSHALL ADHERE TO GEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TOFLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN AGEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE ISCURRENTLY EXISTING.25.CONTRACTOR SHALL ENSURE THAT SUFFICIENT POSITIVE SLOPE AWAY FROM THE BUILDING PAD IS ACHIEVEDFOR ENTIRE PERIMETER OF THE PROPOSED BUILDING(S) DURING GRADING OPERATIONS AND IN THE FINALCONDITION. IF THE CONTRACTOR OBSERVES THAT THIS WILL NOT BE ACHIEVED, THE CONTRACTOR SHALLCONTACT THE ENGINEER TO REVIEW THE LOCATION.26.THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALLCONTROL DUST BY SPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THE CITY, AT NO ADDITIONAL COSTTO THE OWNER.27.CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTSAND/OR RELOCATIONS NEEDED FOR GRADING OPERATIONS AND TO ACCOMMODATE PROPOSED GRADE,INCLUDING THE UNKNOWN UTILITIES NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL REFER TO THEGENERAL NOTES “OVERALL” SECTION THESE PLANS FOR ADDITIONAL INFORMATION.28.EXISTING TREE LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL REPORT ANYDISCREPANCIES 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 CRITICALROOT ZONES, AND PROPOSED SITE GRADING, AND NOTIFY THE CIVIL ENGINEER AND LANDSCAPE ARCHITECT OFANY CONFLICTS WITH THE TREE PRESERVATION PLAN BY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCINGTHE WORK.30.TREE PROTECTION MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY STANDARD TREEPROTECTION DETAILS AND THE APPROVED TREE PRESERVATION PLANS BY THE LANDSCAPE ARCHITECT.31.CONTRACTOR SHALL REFER TO THE LANDSCAPING AND TREE PRESERVATIONS PLANS FOR ALL INFORMATIONAND 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 HASOTHERWISE 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'SREPRESENTATIVE. EXISTING TREES SHALL BE PRESERVED WHENEVER POSSIBLE AND GRADING IMPACT TO THEMHELD TO A MINIMUM.34.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST ANDOBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING AND INADEQUATE SLOPE FOR DRAINAGE. ALL AREASSHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORMWATER RUNOFF.CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY AREAS OF POOR DRAINAGE AREDISCOVERED.35.CONTRACTOR FIELD ADJUSTMENT OF PROPOSED SPOT GRADES IS ALLOWED, IF THE APPROVAL OF THE CIVILENGINEER IS OBTAINED.RETAINING WALLS:1.RETAINING WALLS SHOWN ARE FOR SITE GRADING PURPOSES ONLY, AND INCLUDE ONLY LOCATION ANDSURFACE 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 LOCATIONSHOWN ON THESE PLANS. STRUCTURAL DESIGN AND PERMITTING OF RETAINING WALLS, RAILINGS, AND OTHERWALL 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 ANYINFLUENCE ON ADJACENT BUILDING FOUNDATIONS, UTILITIES, PROPERTY LINES AND OTHER CONSTRUCTABILITYNOTES.5.RETAINING WALL ENGINEER SHALL CONSULT THESE PLANS AND THE GEOTECHNICAL REPORT FOR POTENTIALCONFLICTS.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 3/5/2021 11:48 AMPLOTTED BY AIINEHSAZIAN, NADER 3/5/2021 11:50 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-GENN.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb22x34 : xTtlb 067806208 MARCH 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.03/05/2021BM #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. = 520.23BENCHMARKSC-002KH GENERAL NOTES THESE PLAN AND GENERAL NOTES REFER TO:FINAL GEOTECHNICAL RECOMMENDATIONS -PROPOSED BUILDINGS GATEWAY BOULEVARDREED ENGINEERING GROUPPROJECT NO: 23550MAY 22, 2020INCLUDING ALL REVISIONS AND ADDENDA TO THISREPORT THAT MAY HAVE BEEN RELEASED AFTERTHE NOTED DATE.PAVING:1.ALL PAVING MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITYSTANDARD DETAILS AND SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, ANDCOMMONLY ACCEPTED CONSTRUCTION STANDARDS. THE CITY SPECIFICATIONS SHALL GOVERN WHERE OTHERSPECIFICATIONS DO NOT EXIST. IN CASE OF CONFLICTING SPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVESPECIFICATION/DETAIL SHALL BE FOLLOWED.2.ALL PRIVATE ON-SITE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH THE PROJECT'S FINALGEOTECHNICAL REPORT (OR LATEST EDITION), INCLUDING ALL ADDENDA.3.ALL FIRELANE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH CITY STANDARDS AND DETAILS. IF THESEARE DIFFERENT THAN THOSE IN THE GEOTECHNICAL REPORT, THEN THE MORE RESTRICTIVE SHALL BEFOLLOWED.4.ALL PUBLIC PAVING AND PAVING SUBGRADE SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS ANDSPECIFICATIONS.5.CONTRACTOR IS RESPONSIBLE FOR ALL PAVING AND PAVING SUBGRADE TESTING AND CERTIFICATION, UNLESSSPECIFIED OTHERWISE BY OWNER. ALL PAVING AND PAVING SUBGRADE TESTING SHALL BE COORDINATED WITHTHE APPROPRIATE CITY INSPECTOR. TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCYFOR TESTING PAVING AND SUBGRADE. OWNER SHALL APPROVE THE AGENCY NOMINATED BY THECONTRACTOR FOR PAVING AND PAVING SUBGRADE TESTING.6.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THEPAVING AND PAVING SUBGRADE, THAT THE WORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS ANDCITY SPECIFICATIONS.7.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTORSHALL ADHERE TO GEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TOFLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN AGEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE ISCURRENTLY EXISTING.8.CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED ONTHE 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 ANDTAS STANDARDS.10.ALL ACCESSIBLE RAMPS, CURB RAMPS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA AND TASSTANDARDS, LATEST EDITION.11.ANY COMPONENTS OF THE PROJECT SHALL ALSO CONFORM TO THE FAIR HOUSING ACT, AND COMPLY WITH THEFAIR 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 BUILDINGAS SHOWN ON THE PLANS. ALL PAINT AND PAVEMENT MARKINGS SHALL ADHERE TO CITY AND OWNERSTANDARDS.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 PUBLICPAVEMENT.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 THECITY 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 THEPAVING 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 SHALLBE 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. PRIORTO PLACEMENT OF PAVEMENT. ALL CONSTRUCTION DOCUMENTS (CIVIL, MEP, LANDSCAPE, IRRIGATION, ANDARCHITECT) 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 PARKINGSPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASESHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESSAISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION.25.CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TOPLACING PAVEMENT TO VERIFY THAT ADA/TAS SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALLCONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTORCHANGE 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 CONSTRUCTIONDETAILS AND SPECIFICATIONS.2.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FORCOMPLETE INSTALLATION OF THE STORM SEWER.3.THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, CONDITION, HORIZONTAL, AND VERTICAL LOCATIONS OF ALLEXISTING STORM SEWER FACILITIES THAT ARE TO BE CONNECTED TO, PRIOR TO START OF CONSTRUCTION OFANY STORM SEWER, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED.4.THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL ANDVERTICAL 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 VERIFIEDWITH THE GRADING PLAN AND FIELD CONDITIONS PRIOR TO THEIR INSTALLATION.6.ALL PUBLIC STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO CITY PUBLICWORKS STANDARD DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITYINSPECTIONS.7.ALL PRIVATE STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO THEAPPLICABLE PLUMBING CODE. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.8.ALL PVC TO RCP CONNECTIONS AND ALL STORM PIPE CONNECTIONS ENTERING STRUCTURES OR OTHER STORMPIPES 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-INCHESAND 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, CONTRACTORSHALL SUBMIT TECHNICAL DATA TO THE OWNER, ENGINEER AND CITY ENGINEER/INSPECTOR FOR APPROVALPRIOR 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 MANUFACTURERSSPECIFICATIONS.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 APROFESSIONAL ENGINEER IN THE STATE OF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR ISRESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, ANDFEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWEDOVERNIGHT 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 STANDARDCONSTRUCTION DETAILS AND SPECIFICATIONS.2.CONTRACTOR SHALL FIELD VERIFY THE SIZE, CONDITION, HORIZONTAL, AND VERTICAL LOCATIONS OF ALLEXISTING WATER AND WASTEWATER FACILITIES THAT ARE TO BE CONNECTED TO, PRIOR TO START OFCONSTRUCTION OF ANY WATER OR WASTEWATER CONSTRUCTION, AND SHALL NOTIFY THE ENGINEER OF ANYCONFLICTS DISCOVERED.3.CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL ANDVERTICAL LOCATION OF ALL UTILITY SERVICES ENTERING THE BUILDING.4.THE CONTRACTOR SHALL FIELD VERIFY THE ELEVATION OF ALL UTILITY CROSSINGS PRIOR TO THE INSTALLATIONOF ANY PIPE.5.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FORCOMPLETE INSTALLATION OF THE WATER AND WASTEWATER IMPROVEMENTS.6.ALL PUBLIC WATER AND WASTEWATER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TOCITY PUBLIC WORKS STANDARD DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL ARRANGE FOR REQUIREDCITY INSPECTIONS.7.ALL PRIVATE WATER AND WASTEWATER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TOTHE APPLICABLE PLUMBING CODE. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.8.FIRE SPRINKLER LINES SHALL BE DESIGNED AND INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR, ANDCOMPLY TO THE APPLICABLE CODES AND INSPECTIONS REQUIRED. THESE PLANS WERE PREPARED WITHOUTTHE BENEFIT OF THE FIRE SPRINKLER DESIGN. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANYDISCREPANCIES.9.EMBEDMENT FOR ALL WATER AND WASTEWATER LINES, PUBLIC OR PRIVATE, SHALL BE PER CITY STANDARDDETAILS.10.CONTRACTOR SHALL TAKE REQUIRED SANITARY PRECAUTIONS, FOLLOWING ANY CITY, TCEQ, AND AWWASTANDARDS, TO KEEP WATER PIPE AND FITTINGS CLEAN AND CAPPED AT TIMES WHEN INSTALLATION IS NOT INPROGRESS.11.CONTRACTOR SHALL PROVIDE CONSTRUCTION SURVEYING FOR ALL WATER AND WASTEWATER LINES.12.ALL WATER AND WASTEWATER SERVICES SHALL TERMINATE 5-FEET OUTSIDE THE BUILDING, UNLESS NOTEDOTHERWISE.13.CONTRACTOR SHALL COMPLY WITH CITY REQUIREMENTS FOR WATER AND WASTEWATER SERVICE DISRUPTIONSAND THE AMOUNT OF PRIOR NOTICE THAT IS REQUIRED, AND SHALL COORDINATE DIRECTLY WITH THEAPPROPRIATE CITY DEPARTMENT.14.CONTRACTOR SHALL SEQUENCE WATER AND WASTEWATER CONSTRUCTION TO AVOID INTERRUPTION OFSERVICE TO SURROUNDING PROPERTIES.15.CONTRACTOR SHALL MAINTAIN WATER SERVICE AND WASTEWATER SERVICE TO ALL CUSTOMERS THROUGHOUTCONSTRUCTION (IF NECESSARY, BY USE OF TEMPORARY METHODS APPROVED BY THE CITY AND OWNER). THISWORK SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BEALLOWED.16.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 NOADDITIONAL COMPENSATION SHALL BE ALLOWED.17.VALVE ADJUSTMENTS SHALL BE CONSTRUCTED SUCH THAT THE COVERS ARE AT FINISHED SURFACE GRADE OFTHE PROPOSED PAVEMENT.18.THE ENDS OF ALL EXISTING WATER MAINS THAT ARE CUT, BUT NOT REMOVED, SHALL BE PLUGGED ANDABANDONED IN PLACE. THIS WORK SHALL BE CONSIDERED AS A SUBSIDIARY COST TO THE PROJECT AND NOADDITIONAL COMPENSATION SHALL BE ALLOWED.19.ALL FIRE HYDRANTS, VALVES, TEES, BENDS, WYES, REDUCERS, FITTINGS, AND ENDS SHALL BE MECHANICALLYRESTRAINED AND/OR THRUST BLOCKED TO CITY STANDARDS.20.CONTRACTOR SHALL INSTALL A FULL SEGMENT OF WATER OR WASTEWATER PIPE CENTERED AT ALL UTILITYCROSSINGS SO THAT THE JOINTS ARE GREATER THAN 9-FEET FROM THE CROSSING.21.ALL CROSSINGS AND LOCATIONS WHERE WASTEWATER IS LESS THAN 9-FEET FROM WATER,WASTEWATER CONSTRUCTION AND MATERIALS SHALL COMPLY WITH TCEQ CHAPTER 217.53.22.ALL CROSSING AND LOCATIONS WHERE WATER IS LESS THAN 9-FEET FROM WASTEWATER, WATERCONSTRUCTION AND MATERIALS SHALL COMPLY WITH TCEQ CHAPTER 290.44.23.ALL WATER AND WASTEWATER SHALL BE TESTED IN ACCORDANCE WITH THE CITY, AWWA, AND TCEQSTANDARDS AND SPECIFICATIONS. AT A MINIMUM, THIS SHALL CONSIST OF THE FOLLOWING:a.ALL WATERLINES SHALL BE HYDROSTATICALLY TESTED AND CHLORINATED BEFORE BEING PLACED INTOSERVICE. CONTRACTOR SHALL COORDINATE WITH THE CITY FOR THEIR REQUIRED PROCEDURES AND SHALLALSO COMPLY WITH TCEQ REGULATIONS.b.WASTEWATER LINES AND MANHOLES SHALL BE PRESSURE/VACUUM TESTED. CONTRACTOR SHALLCOORDINATE WITH THE CITY FOR THEIR REQUIRED PROCEDURES AND SHALL ALSO COMPLY WITH TCEQREGULATIONS. AFTER COMPLETION OF THESE TESTS, A TELEVISION INSPECTION SHALL BE PERFORMED ANDPROVIDED TO THE CITY AND OWNER ON A DVD.24.CONTRACTOR SHALL INSTALL DETECTABLE WIRING OR MARKING TAPE A MINIMUM OF 12” ABOVE WATER ANDWASTEWATER 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 INTHE COST OF THE WATER AND WASTEWATER PIPE.25.INSTALL #12 BLUE INSULATED TRACER WIRE TAPED TO TOP OF WATER LINE PER CITY DETAILS.26.DUCTILE IRON PIPE SHALL BE PROTECTED FROM CORROSION BY A LOW-DENSITY POLYETHYLENE LINER WRAPTHAT IS AT LEAST A SINGLE LAYER OF 8-MIL. ALL DUCTILE IRON JOINTS SHALL BE BONDED.27.WATERLINES SHALL BE INSTALLED AT NO LESS THAN THE MINIMUM COVER REQUIRED BY THE CITY.28.CONTRACTOR SHALL PROVIDE CLEAN-OUTS FOR PRIVATE SANITARY SEWER LINES AT ALL CHANGES INDIRECTION AND 100-FOOT INTERVALS, OR AS REQUIRED BY THE APPLICABLE PLUMBING CODE. CLEAN-OUTSREQUIRED IN PAVEMENT OR SIDEWALKS SHALL HAVE CAST IRON COVERS FLUSH WITH FINISHED GRADE.29.CONTRACTOR SHALL PROVIDE BACKWATER VALVES FOR PLUMBING FIXTURES AS REQUIRED BY THE APPLICABLEPLUMBING CODE (E.G. FLOOR ELEVATION OF FIXTURE UNIT IS BELOW THE ELEVATION OF THE MANHOLE COVEROF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER). CONTRACTOR SHALL REVIEW BOTH MEP AND CIVILPLANS TO CONFIRM WHERE THESE ARE REQUIRED.30.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY APROFESSIONAL ENGINEER IN THE STATE OF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR ISRESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, ANDFEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWEDOVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY.31.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER.ABBREVIATIONS AND DEFINITIONS:AAREAADAAMERICANS WITH DISABILITIES ACTAWWAAMERICAN WATER WORKS ASSOCIATIONB-BBACK TO BACKBCBEGIN CURVEBCBACK OF CURBBCRBEGIN CURB RETURNBMPBEST MANAGEMENT PRACTICEBOCBACK OF CURBBVCEBEGIN VERTICAL CURVE ELEVATIONBVCSBEGIN VERTICAL CURVE STATIONBWBOTTOM OF WALLCFSCUBIC FEET PER SECONDCITYCITY, TOWN, OR OTHER APPLICABLE LOCAL GOVERNMENT JURISDICTIONC/LCENTERLINECLCENTERLINECONCCONCRETECYCUBIC YARDDEMODEMOLITIONDGDECOMPOSED GRANITEDTLDETAILEAEACHECEND CURVEECREND CURB RETURNEGEXISTING GROUNDELELEVATIONELECELECTRICAL / ELECTRICITYELEVELEVATIONEPAUNITES STATES ENVIRONMENTAL PROTECTION AGENCYESMTEASEMENTEVCEEND VERTICAL CURVE ELEVATIONEVCSEND VERTICAL CURVE STATIONEX.EXISTINGF-FFACE TO FACEFGFINISHED GROUNDFHFIRE HYDRANTFLFLOW LINEFOCFACE OF CURBFTFEETHGLHYDRAULIC GRADE LINEKHKIMLEY-HORN AND ASSOCIATES, INC.KHAKIMLEY-HORN AND ASSOCIATES, INC.LATLATERALLFLINEAR FEETLTLEFTMAXMAXIMUMMEMATCH EXISTING ELEVATIONMHMANHOLEMINMINUTE / MINIMUMNONUMBERNOINOTICE OF INTENT, REF. TCEQ GENERAL PERMITNOTNOTICE OF TERMINATION, REF. TCEQ GENERAL PERMITNTSNOT TO SCALEOCON CENTEROFFOFFSETOSHAOCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONPCPOINT OF CURVATUREPCCPORTLAND CEMENT CONCRETE / POINT OF COMPOUND CURVATUREPGLPROPOSED GRADE LINEPIPOINT OF INFLECTIONPROPPROPOSEDPRCPOINT OF REVERSE CURVATUREPSIPOUNDS PER SQUARE INCHPTPOINT OF TANGENCYPVCPOLYVINYL CHLORIDEPVIPOINT OF VERTICAL INFLECTIONPVMTPAVEMENTRCPREINFORCED CONCRETE PIPEROWRIGHT OF WAYRTRIGHTSFSQUARE FEETSSSANITARY SEWERSSMHSANITARY SEWER MANHOLESTASTATIONSTDSTANDARDSYSQUARE YARDTASARCHITECTURAL BARRIERS TEXAS ACCESSIBILITY STANDARDSTCTOP OF CURBTCEQTEXAS COMMISSION OF ENVIRONMENTAL QUALITYTEMPTEMPORARYTXDOTTEXAS DEPARTMENT OF TRANSPORTATIONTXMUTCDTEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICESTWTOP OF WALLTYPTYPICALVCVERTICAL CURVEWTRWATERWWWASTEWATERUTILITY CONTACTS:1.AT&T TELECOM, TBD2.VERIZON TELECOM,TBD3.CABLE COMPANY, TBD4.ONCOR ELECTRIC, OMAR ALMEFLEH, (817) 355-7054, OMAR.ALMEFLEH@ONCOR.COM5.ATMOS ENERGY, TBD6.CITY WATER UTILITIES DEPARTMENT, TBDThis 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 3/5/2021 11:48 AMPLOTTED BY AIINEHSAZIAN, NADER 3/5/2021 11:50 AMDWG PATH K:\dal_civil\67806208 - brookfield coppell\4_Design\CAD\plansheets\CD SetDWG NAME C-GENN.dwg GATEWAY BUSINESS PARK TEXASCOPPELL IMAGESXREFS xTtlb22x34 : xTtlb 067806208 MARCH 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.03/05/2021BM #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. = 520.23BENCHMARKSC-003KH GENERAL NOTES 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"W777.3'S89°40'38"W881.2'S0°05'54"E842.2'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 3/5/2021 11:37 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 MARCH 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.03/05/2021BM #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 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 3/5/2021 11:38 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 MARCH 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.03/05/2021BM #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 3/5/2021 11:38 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 MARCH 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.03/05/2021BM #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 3/5/2021 11:38 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 MARCH 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.03/05/2021BM #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 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 521521520522518522520519 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 3/5/2021 11:38 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 MARCH 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 03/05/2021 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 3/5/2021 11:38 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 MARCH 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 03/05/2021 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. 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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. 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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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