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Gateway BP(2.2)-PN210623BGE PROJECT NO. 8499-00 G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_COVER SHEET.dwg Jun 22, 2021-8:29am mnietoBROWN & GAY ENGINEERS, INC.CITY OF COPPELL, DALLAS COUNTY, TEXASJUNE 2021NATERRA INTERNATIONALLOT 3R, BLOCK AGATEWAY BUSINESS PARK NO. 22595 Dallas Pkwy., Suite 101, Frisco, TX 75034BGE, Inc.TBPE Registration No. F-1046Tel: 972-464-4800 ●www.bgeinc.com112949BGE, Inc.F-1046BEFORE YOU DIG, CALL DIG TESS1-800-DIG-TESSSUBMITTAL LOGFIRST CITY SUBMITTAL3/29/2021SECOND CITY SUBMITTAL5/6/2021THIRD CITY SUBMITTAL 05/24/2021FOURTH CITY SUBMITTAL06/03/2021FIFTH CITY SUBMITTAL06/09/2021SIXTH CITY SUBMITTAL06/22/2021NATERRA INTERNATIONAL G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_COVER SHEET.dwg Jun 22, 2021-8:29am mnietoBGE, INC.5310 HARVEST HILL RD., SUITE 180PROSS DESIGN GROUP INC.DALLAS, TEXAS 75230ARCHITECTCONTACT: MARK PROSSTEL.: 972-759-1400EMAIL: mpross@pdgarch.net2595 Dallas Pkwy, Suite 101Frisco, TX 75034TBPE Registration No. F-1046BGE, Inc.Frisco, TX 75034TBPE Registration No. F-10461250 SOUTH FREEPORT PARKWAYSFPLP HOLDINGS MANAGEMENT LLCCOPPELL, TEXAS 75081OWNER/DEVELOPERCONTACT: JIN SONGTEL.: 817-403-0303EMAIL: jsong@naterra.comENGINEER/LANDSCAPE ARCHITECTCONTACT: NICK HOBBS l(469) 644-1664EMAIL: nhobbs@bgeinc.comBM#1"X" CUT SET ON CRUB, NORTH SIDE OF FRITZ DRIVE ±900' WESTOF THE CENTER LINE OF FREEPORT PARKWAY, ±70' WEST OF AFIRE HYDRANT AND ±10' SOUTH EAST OF A SLOW DOWN SIGN.NORTHING=7030476.91 EASTING=2424663.15 ELEV=522.40BM#2"X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE ±515'WEST OF THE CENTERLINE OF FREEPORT PARKWAY AND ±45'WEST OF A POWER POLENORTHING=7030424.37 EASTING=2425062.84 ELEV=521.65BM#3"X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE, ±150'WEST OF THE CENTERLINE OF FREEPORT PARKWAY, ±70' WESTOF A POWER POLE AND ±70' WEST OF A NO PARKING SIGN.NORTHING=7030425.73 EASTING=2425429.21 ELEV=521.33BM#4"X" CUT SET ON SIDEWALK, WEST SIDE OF FREEPORT PARKWAY,±20' NORTH OF A BRIDGE WALL, ±65' SOUTH OF A STORMMANHOLE AND ±20' NORTH OF THE END OF A GUARDRAIL.NORTHING=7030310.36 EASTING=2425575.38 ELEV=522.25BENCH MARK LISTSheet List TableSheet NumberSheet TitleC0.0COVER SHEETC0.1GENERAL NOTESC1.0DEMOLITION PLANC2.0EROSION CONTROL PLANC2.1EROSION CONTROL DETAILSC3.0DIMENSION CONTROL AND PAVING PLANC4.0GRADING PLANC5.1PROPOSED DRAINAGE AREA MAPC6.0STORM PLANC6.2STORM PROFILESC6.3STORM CALCULATIONSC7.0UTILITY PLANC7.1UTILITY PROFILESC8.0CITY OF COPPELL CONSTRUCTION DETAILS635GATEWAY BLVDFRITZ DRIVEREGENT BLVDN ROYAL LNFREEPORT PKWY AIRLINE DRSITEVICINITY MAP(NOT TO SCALE)C8.1CITY OF COPPELL CONSTRUCTION DETAILSC8.2CITY OF COPPELL CONSTRUCTION DETAILSC8.3CITY OF COPPELL CONSTRUCTION DETAILSC8.5CONSTRUCTION DETAILSC5.0EXISTING DRAINAGE AREA MAP (REF. ONLY)SPSITE PLANC6.1ROOF DRAIN PLANRPREPLATC4.1GRADING DETAILSC8.4CITY OF COPPELL CONSTRUCTION DETAILSL0.00LANDSCAPE AREA PLANL1.01TREE PRESERVATION PLANL2.01LANDSCAPE PLANL2.02LANDSCAPE NOTESL2.03LANDSCAPE SPECIFICATIONS AND DETAILSL3.01IRRIGATION PLANL3.02IRRIGATION DETAILSL3.03IRRIGATION SPECIFICATIONS AND LEGENDCITY 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. 7.384 Acres 321,659 Square Feet FRITZ DRIVE I N T E R S T A T E H I G HW A Y 6 3 5 FREEPORT PARKWAY JOEL W I L S O N S U R V E Y , ABSTR A C T N O . 1 5 5 5 S. A. & M . G . R . R . C O S U R V E Y , ABSTR A C T N O . 1 4 3 9 JAME S A . S I M M O N S S U R V E Y , ABSTR A C T N O . 1 2 9 6 P.O.B.G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\SV\04_CAD\8499-00_REPLAT.dwg 2021-05-24-16:14 mpeaceREPLAT LOT 3R, BLOCK A GATEWAY BUSINESS PARK NO. 2 BEING A REPLAT OF LOT 3, BLOCK A, GATEWAY BUSINESS PARK NO. 2 AND BEING OUT OF THE JAMES A. SIMMONS SURVEY, ABSTRACT NO. 1296 AND JOEL WILSON SURVEY, ABSTRACT NO. 1555 CITY OF COPPELL, DALLAS COUNTY, TEXAS MAY 2021 SHEET 1 OF 2 8040200 SCALE: 1" = 40' (NOT TO SCALE) VICINITY MAP LEGEND D.R.D.C.T DEED RECORDS, DALLAS COUNTY, TEXAS O.P.R.D.C.T.OFFICIAL PUBLIC RECORDS, DALLAS COUNTY, TEXAS P.O.B.POINT OF BEGINNING PG.PAGE VOL.VOLUME C.M.CONTROLLING MONUMENT INST. NO.INSTRUMENT NUMBER GENERAL NOTES: 1.Bearings are based on the Texas State Plane Coordinate System, Texas North Central Zone 4202, North American Datum of 1983, adjustment realization 2011. 2.The floodplain boundaries are approximate and are not depicted hereon. The subject tract lies within Zone X and Zone AE as delineated on Flood Insurance Rate Map for Dallas County, Texas and Incorporated Areas, Map No. 48113C0135K with Map Revised date July 7, 2014, which is the current Flood Insurance Rate Map for the community in which the property is located. Zone X - Areas determined to be outside the 0.2% annual chance floodplain Zone AE (Special flood hazard areas subject to inundation by the 1% annual chance flood event) - Base flood elevations determined Floodway - The floodway is the channel of the stream plus any adjacent floodplain areas that must be kept free of encroachment so that the 1% annual chance flood can be carried without substantial increases in flood heights 3.The purpose of this plat is to revise easements to facilitate new development. PIGGY BOX LLC 1250 Freeport Parkway Coppell, TX 75019 Contact: Mr. Jin Song DEVELOPER / OWNER BGE, Inc. 2595 Dallas Parkway, Suite 101, Frisco, TX 75034 Tel: 972-464-4800 ● www.bgeinc.com TBPELS Licensed Surveying Firm No. 10193953 Copyright 2021 ENGINEER / SURVEYOR Contact: Mark Peace, R.P.L.S. Telephone: 972-464-4884 —Email: mpeace@bgeinc.com G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\SV\04_CAD\8499-00_REPLAT.dwg 2021-05-24-16:14 mpeaceSURVEYOR'S CERTIFICATE That I, Gregory Mark Peace, a Registered Professional Land Surveyor, do hereby certify that I have prepared this plat from an actual on the ground survey of the land; and the monuments shown hereon were found and/or placed under my personal supervision in accordance with the platting rules and regulations of the City of Coppell, Texas. ________________________________________ Gregory Mark Peace, RPLS No. 6608 STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared Gregory Mark Peace, known to me to the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ______ day of ____________________, 2021. ___________________________________________________ NOTARY PUBLIC in and for the STATE OF TEXAS WITNESS OUR HANDS, this the ______ day of ____________________, 2021. OWNER'S DEDICATION STATE OF TEXAS COUNTY OF DALLAS NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, PIGGY BOX LLC, acting herein by and through its duly authorized manager, does hereby adopt the plat designating the hereinabove described property as LOT 3R, BLOCK A, GATEWAY BUSINESS PARK NO. 2, an addition to the City of Coppell, Texas, and does hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The streets and alleys are dedicated for street purposes. The easements and public use areas, as shown, are dedicated to the public use forever, for the purposes indicated on this plat. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be placed in landscape easements, if approved by the City of Coppell. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Coppell's use thereof. The City of Coppell and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. The City of Coppell and public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing , reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems witho9ut the necessity as any time of procuring permission from anyone. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Coppell, Texas. WITNESS MY HAND, this ______ day of ______________________, 2021. By:Piggy Box LLC By:___________________________________________________ Signature ___________________________________________________ Jin Song, Manager STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared Jin Song, Manager of Piggy Box LLC, 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 purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ______ day of ____________________, 2021. ___________________________________________________ NOTARY PUBLIC in and for the STATE OF TEXAS WITNESS OUR HANDS, this the ______ day of ____________________, 2021. OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF DALLAS WHEREAS, Piggy Box LLC is the owner of a 7.384-acre tract of land situated in the Joel Wilson Survey, Abstract No. 1555 and the James A. Simmons Survey, Abstract No. 1296, City of Coppell, Dallas County, Texas; said tract being all of Lot 3, Block A, Gateway Business Park Addition No. 2, Lots 1R and 3, Block A, an addition to the City of Coppell according to the plat recorded in Instrument No. 201700240374 of the Official Public Records of Dallas County, Texas; said tract being all of that certain tract of land described in Special Warranty Deed to Piggy Box LLC recorded in Instrument No. 202100150850 of said Official Public Records; said 7.384-acre tract being more particularly described by metes and bounds as follows: BEGINNING, at a 5/8-inch iron rod with "BGE" cap set at the intersection of the south right-of-way line of Fritz Drive (a 57.50-foot-wide right-of-way) and the west right-of-way line of Freeport Parkway (an 80-foot-wide right-of-way); said point being the northeast corner of said Lot 3, Block A; THENCE, with the said west right-of-way line of Freeport Parkway and the east line of said Lot 3, Block A, the following three (3) calls: South 00 degrees 15 minutes 48 seconds East, a distance of 5.89 feet to a 5/8-inch iron rod with "BGE" cap set for corner at the beginning of a non-tangent curve to the left; In a southerly direction, with said curve to the left, having a central angle of 36 degrees 55 minutes 41 seconds, a radius of 306.59 feet, a chord bearing and distance of South 18 degrees 43 minutes 49 seconds East, 194.20 feet, and an arc distance of 197.60 feet to a 5/8-inch iron rod with "BGE" cap set for corner at the end of said curve; South 37 degrees 11 minutes 03 seconds East, a distance of 15.40 feet to a 5/8-inch iron rod with "BGE" cap set for corner; said point being the southeast corner of said Lot 3, Block A and the north corner of Lot 1R, Block A of said Gateway Business Park No. 2 addition; THENCE, departing the said west right-of-way line of Freeport Parkway and with the southeast line of said Lot 3, Block A and the northwest line of said Lot 1R, Block A, the following eight (8) calls: South 56 degrees 38 minutes 06 seconds West, a distance of 164.39 feet to a 1/2-inch iron rod with "HALFF" cap found for corner; South 68 degrees 23 minutes 11 seconds West, a distance of 160.87 feet to a 1/2-inch iron rod with "HALFF" cap found for corner; South 69 degrees 26 minutes 22 seconds West, a distance of 78.87 feet to a 1/2-inch iron rod with "HALFF" cap found for corner; South 70 degrees 42 minutes 31 seconds West, a distance of 56.49 feet to a 1/2-inch iron rod with illegible cap found for corner; South 73 degrees 54 minutes 23 seconds West, a distance of 104.98 feet to a 5/8-inch iron rod with "BGE' cap set for corner; South 75 degrees 29 minutes 38 seconds West, a distance of 199.75 feet to a 1/2-inch iron rod with "HALFF" cap found for corner; South 37 degrees 25 minutes 01 seconds West, a distance of 60.69 feet to a 1/2-inch iron rod with "HALFF" cap found for corner; South 64 degrees 33 minutes 20 seconds West, a distance of 95.81 feet to a 1/2-inch iron rod with "HALFF" cap found for corner in the northeast right-of-way line of Interstate Highway 635 (also known as Lyndon B. Johnson Freeway, a variable width right-of-way); said point being the southwest corner of said Lot 3, Block A, the northwest corner of said Lot 1R, Block A, and the southeast corner of Lot 1R, Block 1, IAAM Headquarters, an addition to the City of Coppell according to the plat recorded in Instrument No. 202000153484 of said Official Public Records; THENCE, North 00 degrees 18 minutes 16 seconds West, departing the said northeast right-of-way line of Interstate Highway 635, with the west line of said Lot 3, Block A and the east line of said Lot 1R, Block 1, a distance of 576.39 feet to a 1/2-inch iron rod with "HALFF" cap found for corner in the said south right-of-way line of Fritz Drive; said point being the northwest corner of said Lot 3, Block A and the northeast corner of said Lot 1R, Block 1; THENCE, with the said south right-of-way line of Fritz Drive and the north line of said Lot 3, Block A, the following three (3) calls: North 89 degrees 41 minutes 14 seconds East, a distance of 552.48 feet to a 1/2-inch iron rod with "HALFF" cap found for corner; South 00 degrees 39 minutes 34 seconds West, with an offset in said south right-of-way line of Fritz Drive and said north line of Lot 3, Block A, a distance of 13.76 feet to a 1/2-inch iron rod with "HALFF" cap found for corner; North 89 degrees 44 minutes 14 seconds East, a distance of 210.72 feet to the POINT OF BEGINNING; CONTAINING: 7.384 acres or 321,659 square feet of land, more or less. The Replat of LOT 3R, BLOCK A, GATEWAY BUSINESS PARK NO. 2, is hereby approved pursuant to Section 212.0065 of the Texas Local Government Code and Section 13-1-10 of the Coppell Code of Ordinances. The Director of Community Development may approve minor plats or replats involving four or fewer lost fronting on a existing street and not requiring the creation of any new street of the extension of municipal facilities. __________________________________________________ Director of Community Development Date ATTEST: __________________________________________________ Planning and Zoning Secretary Date Floodplain Development Permit Application No. _____ has been filed with the City of Coppell floodplain administrator on ___________________, 2021. __________________________________________________ Floodplain Administrator Date of Approval City of Coppell, Texas REPLAT LOT 3R, BLOCK A GATEWAY BUSINESS PARK NO. 2 BEING A REPLAT OF LOT 3, BLOCK A, GATEWAY BUSINESS PARK NO. 2 AND BEING OUT OF THE JAMES A. SIMMONS SURVEY, ABSTRACT NO. 1296 AND JOEL WILSON SURVEY, ABSTRACT NO. 1555 CITY OF COPPELL, DALLAS COUNTY, TEXAS MAY 2021 SHEET 2 OF 2 PIGGY BOX LLC 1250 Freeport Parkway Coppell, TX 75019 Contact: Mr. Jin Song DEVELOPER / OWNER BGE, Inc. 2595 Dallas Parkway, Suite 101, Frisco, TX 75034 Tel: 972-464-4800 ● www.bgeinc.com TBPELS Licensed Surveying Firm No. 10193953 Copyright 2021 ENGINEER / SURVEYOR Contact: Mark Peace, R.P.L.S. Telephone: 972-464-4884 —Email: mpeace@bgeinc.com SURVEYOR'S STATEMENT I, ________________________________________, 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. 15' T.X.U. ELECTRICCOMPANY EASEMENT(VOL. 99172, PG. 16)D.R.D.C.T.DRAINAGE EASEMENT(INST. NO. 201700240374)O.P.R.D.C.T.10' SANITARY SEWEREASEMENT(INST. NO. 201700240374)O.P.R.D.C.T.WATER LINE EASEMENT(INST. NO. 201700240374)O.P.R.D.C.T.WATER LINE EASEMENT(INST. NO. 201700240374)O.P.R.D.C.T.T.P. & L. EASEMENT(VOL. 71159, PG. 743)D.R.D.C.T.T.P. & L. EASEMENT(VOL. 71159, PG. 743)D.R.D.C.T.VAN NO PARKING NO PARKINGNO PARKING12121211118914141212478ZONING: LI - LIGHT INDUSTRIALLAND USE: WAREHOUSE15' LANDSCAPE SETBACKMH7.384 Acres321,659 Square FeetLOT 3R, BLOCK AGATEWAY BUSINESS PARK NO. 2(INST. NO. 201700240374)O.P.R.D.C.T.LOT 1R, BLOCK AGATEWAY BUSINESS PARK NO. 2(INST. NO. 201700240374)O.P.R.D.C.T.10' BUILDING & PARKINGSETBACK(VOL. 99172, PG. 16)D.R.D.C.T.LOT 1R, BLOCK 1IAAM HEADQUARTERS(INST. NO. 202000153484)O.P.R.D.C.T.FRITZ DRIVE(FORMERLY KNOWN AS COTTON ROAD)(57.50-FOOT WIDE RIGHT-OF-WAY)INTERSTATE HIGHWAY 635(ALSO KNOWN AS LYNDON B. JOHNSON FREEWAY)(VARIABLE WIDTH RIGHT-OF-WAY)FREEPORT PARKWAY(80-FOOT WIDE RIGHT-OF-WAY)BLOCK 1, LOT 2GATEWAY BUSINESS PARK(VOL. 96129, PG. 3135)D.R.D.C.T.TRACT 1SFPLP HOLDINGS MANAGEMENT, LLC(INST. NO. 201200031715)O.P.R.D.C.T.SFPLP HOLDINGSMANAGEMENT, LLC(INST. NO. 201200037650)O.P.R.D.C.T.BLOCK 1, LOT 1GATEWAY BUSINESS PARK(VOL. 96129, PG. 3135)D.R.D.C.T.S 56 °38 '06 " W 164 .39 'S 68°23 '11" W 160 .87 'S 69°26 '22" W 78 .87 'S 70°42'31" W 56 .49 'S 73°54'23" W 104.98 'S 75°29'38" W 199.75'S 37°25'01" W 60.69'S 64°33'20" W 95.81'N 00°18'16" W 576.39'N 89°41'14" E 552.48'S 00°39'34" W 13.76'N 89°44'14" E 210.72'S 00°15'48" E 5.89'Δ=36°55'41"R=306.59'CB=S18°43'49"ECD=194.20'L=197.60'S 37°11'03" E 15.40'ZONING: LI - LIGHT INDUSTRIALLAND USE: WAREHOUSEZONING: HC - HIGHWAY COMMERCIALLAND USE: OFFICE/WAREHOUSEZONING: HC - HIGHWAY COMMERCIALLAND USE: VACANTZONING: LI - LIGHT INDUSTRIALLAND USE: VACANT15' LANDSCAPE SETBACK60' BUILDING SETBACK30' BUILDING SETBACK30' BUILDING SETBACK10' LANDSCAPE SETBACK10' LANDSCAPE SETBACK BFR BFR BFRBFRBFRBFRMHFDCPUMPROOMFHFHFHFHFHR30'R15'R35'R35'R 70' R 3 0' R32'R30'R30'R35'R35'R10'PROPOSED INDUSTRIALBUILDING135,331 SF (TOTAL)FFE = 524.0015' LANDSCAPE SETBACK5' SIDEWALK5' SIDEWALK5' SIDEWALKSTAIRSSTAIRSSTAIRSSTAIRSSTAIRSSTAIRSSTAIRSSTAIRSSTAIRSAPPROXIMATE LIMITS OFFLOODWAYPROPOSED 24' FIRELANE, ACCESS ANDUTILITY EASEMENTPROPOSED 24' FIRELANE, ACCESS ANDUTILITY EASEMENTPROPOSED 24' FIRELANE, ACCESS ANDUTILITY EASEMENTPROPOSEDELECTRIC SERVICEAPPROXIMATE LIMITS OF 1%ANNUAL CHANCE FLOOD EVENTRAMP. REF. ARCHPLANS FOR DETAILSCONCRETESCREENING BYARCHITECTGAS STRUCTURES. REF.MEP PLANS FOR DETAILSPROPOSED 8" SEWER±296.6' BETWEEN DRIVEWAYS±134.2' BETWEEN DRIVEWAYS602.5' BETWEEN DRIVEWAYS40' DRIVEWAY26'DRIVEWAY18'18'24'18'±98.7' BETWEEN DRIVEWAYS5.5'9'9'9'9'18'24'18'24'18'18'24' 9'24'9'18'24'93.4'9'9'PROPOSED MONUMENT SIGN.REF. ARCH PLANS FOR DETAILSDOUBLE CHECKBACKFLOW PREVENTORDOUBLE CHECKBACKFLOW PREVENTOREX. DRAINAGEEASEMENT3' CURB CUTAPPROXIMATE LOCATION OFEROSION HAZARD SETBACKPROPOSED BOLLARDSPROPOSED BOLLARDSAPPROXIMATELOCATION OFEROSION HAZARDSETBACKPROPOSED 22PARKING SPACESTO BE DEVELOPEDAT FUTURE DATEPROPOSED DRAINAGE EASEMENTPROPOSED 40' FIRELANE, ACCESS ANDUTILITY EASEMENTR624'VARIABLE WIDTHSIDEWALK EASEMENTR100'R100'LPLPLPLPLPLPGIGIGIGICICICICICIPROPOSED JUNCTION BOXG:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\02_Site Plan\SFLP_SITE PLAN.dwg Mar 15, 2021-2:32pm jhaleBGE, INC.BEFORE YOU DIG, CALL DIG TESS1-800-DIG-TESS5310 Harvest Hill Rd., Suite 180PROSS DESIGN GROUP INC.DALLAS, TEXAS 75230ARCHITECTCONTACT: MARK PROSSTEL.: 972-759-1400SITE PLANLOT 3R, BLOCK ANATERRA INTERNATIONALBEING 7.384 ACRES SITUATED IN THE JAMES A. SIMMONS SURVEY,ABSTRACT NO. 1296 AND THE JOEL WILSON SURVEY, ABSTRACTNO. 1555CITY OF COPPELL, DALLAS COUNTY, TEXASMARCH 15, 20212595 Dallas Pkwy, Suite 101Frisco, TX 75034TBPE Registration No. F-1046BGE, Inc.Frisco, TX 75034TBPE Registration No. F-10461250 SOUTH FREEPORT PARKWAYSFPLP HOLDINGS MANAGEMENT LLCCOPPELL, TEXAS 75081OWNER/DEVELOPERCONTACT: RALPH NOVAKTEL.: 817-851-4723ENGINEER/LANDSCAPE ARCHITECTCONTACT: NICK HOBBS l(469) 644-1664GENERAL SITE PLAN NOTES:1.ALL DIMENSIONS ARE TO THE FACE OR CURB UNLESS OTHERWISENOTED.2.ALL FIRE LANE RADII ARE 30-FEET MINIMUM.3.ALL FIRE LANES ARE 24-FEET WIDE MINIMUM.4.ALL SCREENING WILL BE PROVIDED IN ACCORDANCE WITH CITY OFCOPPELL REQUIREMENTS.5.ANY REVISION TO THIS PLAN WILL REQUIRE CITY APPROVAL ANDWILL REQUIRE REVISIONS TO ANY CORRESPONDING PLANS TOAVOID CONFLICTS BETWEEN PLANS.LEGENDPROPERTY LINEEXISTING CONTOURPROPOSED CONTOURFLPROPOSED FIRELANESSPROPOSED SANITARY SEWERWWPROPOSED WATERPROPOSED STORM LINEKEYTYPTYPICALBFRBARRIER FREE RAMPFHFIRE HYDRANTSSMHSEWER MANHOLELPLIGHT POLEPPPOWER POLEESMTEASEMENTNUMBER OF PARKING SPACESSTMHSTORM MANHOLEDIDROP INLETFDCFIRE DEPARTMENT CONNECTION520520EASEMENT LINEPROPOSED FIRE LANE EASEMENTCICURB INLET(NOT TO SCALE)VICINITY MAPPROPOSED RETAINING WALLADMINISTRATIVELY APPROVEDMarch 15, 2021 C0.1GENERAL NOTES GENERAL NOTES FOR CONSTRUCTION ACTIVITIES1.ALL CONSTRUCTION, TESTING, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENT STANDARDS, DETAILS,AND SPECIFICATIONS.2.TESTING AND INSPECTION OF MATERIALS SHALL BE PERFORMED BY A COMMERCIAL TESTING LABORATORY APPROVED BYTHE CITY. CONTRACTOR SHALL FURNISH MATERIALS OR SPECIMENS FOR TESTING, AND SHALL FURNISH SUITABLEEVIDENCE THAT THE MATERIALS PROPOSED TO BE INCORPORATED INTO THE WORK ARE IN ACCORDANCE WITH THESPECIFICATIONS.3.CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS PRIOR TO BEGINNING ANYCONSTRUCTION.5.CONTRACTOR MUST KEEP AVAILABLE ON-SITE AT ALL TIMES APPROVED CONSTRUCTION PLANS AND COPIES OF ANYREQUIRED PERMITS ALONG WITH THE CURRENT VERSIONS OF THE FOLLOWING REFERENCES: CITY OF COPPELLENGINEERING STANDARDS, NCTCOG SPECIFICATIONS, TXDOT SPECIFICATIONS, TXDOT STANDARD DRAWINGS.6.ALL SHOP DRAWINGS, WORKING DRAWINGS OR OTHER DOCUMENTS WHICH REQUIRE REVIEW BY THE CITY SHALL BESUBMITTED BY THE CONTRACTOR SUFFICIENTLY IN ADVANCE OF SCHEDULED CONSTRUCTION TO ALLOW NO LESS THAN 14CALENDAR DAYS FOR REVIEW AND RESPONSE BY THE CITY.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED CONSTRUCTION SURVEYING AND STAKING AND SHALLNOTIFY THE ENGINEER AND CITY OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH ANY WORK.8.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL SURVEY MARKERS INCLUDING IRON RODS, PROPERTYCORNERS, OR SURVEY MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION AND OUTSIDE ROW DURING CONSTRUCTION.ANY SURVEY MARKERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THECITY.9.CONTRACTOR SHALL PROVIDE A CONSTRUCTION SCHEDULE WITH WEEKLY PROGRESS REPORTS.10.CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND DRIVEWAYS ADJACENT TO THE PROJECT FREE OF MUD ANDDEBRIS AT ALL TIMES. CONTRACTOR SHALL CLEAN UP AND REMOVE ALL LOOSE MATERIAL RESULTING FROM CONSTRUCTIONOPERATIONS. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST.11.THE EXISTENCE AND LOCATIONS OF THE PUBLIC AND FRANCHISE UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINEDFROM AVAILABLE RECORDS AND ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH AND LOCATION OFEXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATING, TRENCHING, OR DRILLING AND SHALL BE REQUIRED TO TAKEANY PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN AND / OR ANY OTHER UNDERGROUND UTILITIES NOT OFRECORD OR NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PUBLICAGENCIES AND FRANCHISE UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. (DIG-TESS 1-800-344-8377) THE CONTRACTOR MAYBE REQUIRED EXPOSE THESE FACILITIES AT NO COST TO THE CITY. THE CONTRACTOR WILL BE RESPONSIBLE FOR DAMAGESTO UTILITIES IF THE DAMAGE IS CAUSED BY NEGLIGENCE OR FAILURE TO HAVE LOCATES PERFORMED.12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES OR ADJACENT PROPERTIES DURINGCONSTRUCTION. ANY REMOVAL OR DAMAGE TO EXISTING FACILITIES SHALL BE REPLACED OR REPAIRED TO EQUAL ORBETTER CONDITION BY THE CONTRACTOR.13.CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL TEMPORARY AND PERMANENT TRAFFICCONTROL IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE LATEST REVISION OF THE TEXAS MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES (TMUTCD) AND TXDOT BARRICADE AND CONSTRUCTION STANDARDS.14.CONTRACTOR SHALL NOT IMPEDE TRAFFIC ON EXISTING STREETS, DRIVEWAYS, ALLEYS, OR FIRE LANES OPEN TO THEPUBLIC. IN THE EVENT THE CONSTRUCTION WORK REQUIRES THE CLOSURE OF AN EXISTING STREET, ALLEY, OR FIRE LANE,THE CONTRACTOR SHALL REQUEST THE ROAD CLOSURE THROUGH THE CITY TRAFFIC DIVISION A MINIMUM OF 48 HOURS INADVANCE OF THE REQUESTED CLOSURE.15.CONTRACTOR SHALL NOT STORE MATERIALS, EQUIPMENT OR OTHER CONSTRUCTION ITEMS ON ADJACENT PROPERTIES ORRIGHT-OF-WAY WITHOUT THE PRIOR WRITTEN CONSENT OF THE PROPERTY OWNER AND THE CITY.16.TEMPORARY FENCING SHALL BE INSTALLED PRIOR TO THE REMOVAL OF EXISTING FENCING. TEMPORARY FENCING SHALL BEREMOVED AFTER PROPOSED FENCING IS APPROVED BY THE CITY. ALL TEMPORARY AND PROPOSED FENCING LOCATIONSSHALL BE SUBJECT TO FIELD REVISIONS AS DIRECTED BY THE CITY.17.UNUSABLE EXCAVATED MATERIAL, OR CONSTRUCTION DEBRIS SHALL BE REMOVED AND DISPOSED OF OFFSITE AT ANAPPROVED DISPOSAL FACILITY BY THE CONTRACTOR AT HIS EXPENSE.18.CONTRACTOR SHALL AVOID DAMAGE TO EXISTING TREES. WHEN NECESSARY, TREES AND SHRUB TRIMMING FORCONSTRUCTION SHALL BE PERFORMED BY CERTIFIED TREE WORKER OR UNDER THE DIRECTION OF A REGISTEREDLANDSCAPE ARCHITECT OR CERTIFIED ARBORIST.19.EROSION CONTROL DEVICES SHALL BE INSTALLED ON ALL PROJECTS PRIOR TO BEGINNING CONSTRUCTION AND SHALL BEMAINTAINED THROUGHOUT THE PROJECT IN A CONDITION ACCEPTABLE TO THE CITY.20.CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING LANDSCAPE IRRIGATION SYSTEMS. DAMAGE TO EXISTINGIRRIGATION SYSTEMS AND LANDSCAPE MATERIALS SHALL BE RESTORED TO EQUAL OR BETTER CONDITION AT NO COST TOCITY.21.IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A NEAT AND ACCURATE RECORD OF CONSTRUCTION FOR THE CITY'SRECORDS.GENERAL NOTES FOR PAVING1.ALL PAVING CONSTRUCTION, TESTING, AND MATERIALS, INCLUDING CONCRETE, REINFORCEMENT, JOINTING, AND SUBGRADEPREPARATION AND TREATMENT SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENT STANDARDS, DETAILS, ANDSPECIFICATIONS UNLESS OTHERWISE NOTED.2.ABSOLUTELY NO EARTHWORK, LIME APPLICATION, OR OTHER PREPARATION OF THE SUBGRADE FOR PAVING OF STREETS,ALLEYS, OR FIRE LANES SHALL BE INITIATED WITHOUT AUTHORIZATION FROM THE CITY. THE CITY WILL AUTHORIZE THESUBGRADE WORK IN PREPARATION FOR PAVING AFTER UTILITY TRENCH BACKFILL TESTING HAS BEEN COMPLETED ANDVERIFIED TO MEET THE CITY REQUIREMENTS.3.CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL PEDESTRIAN WORK MEETS OR EXCEEDS THE CURRENT AMERICAN WITHDISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) AND THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE CONTRACTORSHALL REMOVE AND REPLACE ANY CONSTRUCTED OR INSTALLED ITEMS NOT MEETING THE CURRENT ADAAG AND TASREQUIREMENTS AT NO ADDITIONAL COST TO THE CITY.GENERAL NOTES FOR STORM DRAIN1.ALL STORM DRAIN CONSTRUCTION, TESTING, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENTSTANDARDS, DETAILS, AND SPECIFICATIONS UNLESS OTHERWISE NOTED.2.CONTRACTOR SHALL SUBMIT A TRENCH SAFETY PLAN PRIOR TO THE PRE-CONSTRUCTION MEETING.GENERAL NOTES FOR WATER AND WASTEWATER1. ALL WATER AND WASTEWATER CONSTRUCTION, TESTING, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY'SCURRENT STANDARDS, DETAILS, AND SPECIFICATIONS UNLESS OTHERWISE NOTED.2. CONTRACTOR SHALL SUBMIT A TRENCH SAFETY PLAN PRIOR TO THE PRE-CONSTRUCTION MEETING.3. CONTRACTOR SHALL NOT OPERATE EXISTING VALVES. CONTACT THE CITY'S PUBLIC WORKS DEPARTMENT TO REQUESTVALVE CHANGES.4.ALL FRANCHISE UTILITIES TO BE PLACED A MINIMUM OF 4-FEET FROM WATER UTILITIES.GENERAL NOTES FOR LANDSCAPING1.ALL LANDSCAPING CONSTRUCTION, INSTALLATION, TESTING, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY'SCURRENT STANDARDS, DETAILS, AND SPECIFICATIONS UNLESS OTHERWISE NOTED.2.WHERE TRANSPLANTING OR TREE REMOVAL IS REQUIRED CONTRACTOR MUST APPLY FOR A TREE PERMIT PRIOR TOOBTAINING A GRADING PERMIT OR SCHEDULING THE PRE-CONSTRUCTION MEETING. CONTACT DEVELOPMENT SERVICESLANDSCAPE ARCHITECT FOR TREE PERMIT.3.PRIOR TO OBTAINING A GRADING PERMIT OR SCHEDULING THE PRE-CONSTRUCTION MEETING, ALL TREE MARKINGS ANDPROTECTIVE FENCING MUST BE INSTALLED BY THE CONTRACTOR AND BE INSPECTED BY THE CITY'S LANDSCAPE ARCHITECT.4.ALL TREES WHICH ARE TO REMAIN ON SITE SHALL BE PROTECTED WITH A 4' TALL BRIGHTLY COLORED PLASTIC FENCEPLACED AT THE DRIP LINE OF THE TREES.5.TREES TO BE REMOVED MAY BE CHIPPED AND USED FOR MULCH ON SITE OR HAULED OFF-SITE. BURNING OF REMOVEDTREES, STUMPS, OR FOLIAGE REQUIRES WRITTEN APPROVAL BY THE FIRE DEPARTMENT.6.PLANT MATERIALS SHALL NOT IMPEDE OR OBSTRUCT VISION OR ROUTE OF TRAVEL FOR VEHICULAR, PEDESTRIAN, ORBICYCLE TRAFFIC ALONG CITY RIGHT-OF-WAY, VISIBILITY EASEMENTS, SIDEWALKS OR OTHER EASEMENTS.7.NO SIGNS, WIRES, OR OTHER ATTACHMENTS OTHER THAN THOSE OF A PROTECTIVE NATURE SHALL BE ATTACHED TO ANYTREE TO REMAIN ON SITE.GENERAL NOTES FOR IRRIGATION1. ALL IRRIGATION CONSTRUCTION, INSTALLATION, TESTING, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY'SCURRENT STANDARDS, DETAILS, AND SPECIFICATIONS UNLESS OTHERWISE NOTED.2. A PERMIT FROM THE BUILDING INSPECTION DIVISION IS REQUIRED FOR EACH IRRIGATION SYSTEM.3. CONTRACTOR SHALL NOTIFY THE PARKS DEPARTMENT OF ANY MODIFICATION TO THE EXISTING SYSTEM.4. CONTRACTOR SHALL SCHEDULE A MEETING WITH THE PARKS DEPARTMENT TO COORDINATE WORK PRIOR TO ANYDEMOLITION OR REMOVAL OF EXISTING IRRIGATION AND PRIOR TO ANY INSTALLATION OF NEW IRRIGATION.5. CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING LANDSCAPE IRRIGATION SYSTEMS. DAMAGE TO EXISTINGIRRIGATION SYSTEMS AND LANDSCAPE MATERIALS SHALL BE RESTORED TO EQUAL OR BETTER CONDITION AT NO COST TOCITY.6. CONTRACTOR SHALL PROGRAM EACH CONTROLLER ZONE BASED ON SPRINKLER TYPE, PLANT VARIETY, SOILCHARACTERISTIC, SLOPE AND SOLAR ORIENTATION AS DESIGNATED ON THE PLANS. THE CONTRACTOR SHALL COORDINATEWITH THE CITY PARKS DEPARTMENT FOR APPROVAL OF THE CONTROLLER SETTINGS.7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH FRANCHISE UTILITY PROVIDER TO PROVIDE POWER TO EACHIRRIGATION CONTROLLER. CONTRACTOR SHALL HAVE UNDERGROUND POWER LINES INSTALLED FROM POWER SOURCE UPTO THE CONTROLLER. CONTRACTOR SHALL MEET CONTROLLER SPECIFICATIONS FOR POWER REQUIREMENTS.8. CONTRACTOR SHALL SET A TEMPORARY CONTROLLER TO ESTABLISH LANDSCAPE. ONCE LANDSCAPE IS ESTABLISHED,CONTRACTOR SHALL CONTACT THE CITY'S PARKS AND RECREATION DEPARTMENT FOR ASSISTANCE ON INSTALLATION OFINTER SPEC CONTROLLER.GENERAL NOTES FOR EROSION CONTROL & STORM WATER1. STEEL POSTS SHALL NOT BE USED TO INSTALL EROSION CONTROL MEASURES WITHIN CITY ROW.2. NO EQUIPMENT SHALL BE CLEANED ON-SITE, OR OTHER LIQUIDS DEPOSITED AND ALLOWED TO FLOW OVERLAND ORSUBTERRANEAN WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF TREES THAT REMAIN ON SITE. THIS INCLUDES PAINT,OIL, SOLVENTS, ASPHALT, CONCRETE, CONCRETE EQUIPMENT WASH WATER, MORTAR OF SIMILAR MATERIALS.3. ASPHALT BAGS SHALL BE PLACED AT CONSTRUCTION ENTRANCES TO PREVENT CURB DAMAGE.4. GEOTEXTILE FABRIC SHALL BE PLACED ON SUBGRADE PRIOR TO STONE PLACEMENT FOR CONSTRUCTION ENTRANCES.OWNER'S NOTES1. THE CITY STANDARD DETAILS ARE INCORPORATED BY REFERENCE INTO CONSTRUCTION DRAWINGS.GEOTECH REPORT BY:REED ENGINEERING GROUPPROJECT NO: 22775DATE: 9/20/2019*INCLUDES ALL REVISIONS AND ADDENDUMSAFTER LISTED DATEREVISIONSREV NO.DATEDESCRIPTIONDESIGNED BY:DATE:PROJECT NUMBER:SHEET NO.2595 Dallas Parkway, Suite 101BGE, Inc.Frisco, TX 75034TBPE Registration No. F-1046Tel: 972-464-4800 ●www.bgeinc.comCopyright 2021CONTACT: 1-800-DIG-TESS48 HOURS PRIOR TO CONSTRUCTIONCAUTION !!!SFLP HOLDINGS LOT 3R, BLOCK A!!CAUTION !!Contractor to Verify exact location & Depth ofExist Facilities Prior to any ConstructionActivitiesJTHJUNE 2021CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY:8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_GENERAL NOTES.dwg Jun 22, 2021-8:29am mnietoBGE, INC. NATERRA INTERNATIONAL NKH1250 S. FREEPORT PKWY.SFPLP HOLDINGS MANAGMENT LLCCOPPELL, TEXAS 75019OWNER/DEVELOPERContact: Jin SongTel: 817-403-0303BM#1"X" CUT SET ON CRUB, NORTH SIDE OF FRITZ DRIVE ±900' WESTOF THE CENTER LINE OF FREEPORT PARKWAY, ±70' WEST OF AFIRE HYDRANT AND ±10' SOUTH EAST OF A SLOW DOWN SIGN.NORTHING=7030476.91 EASTING=2424663.15 ELEV=522.40BM#2"X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE ±515'WEST OF THE CENTERLINE OF FREEPORT PARKWAY AND ±45'WEST OF A POWER POLENORTHING=7030424.37 EASTING=2425062.84 ELEV=521.65BM#3"X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE, ±150'WEST OF THE CENTERLINE OF FREEPORT PARKWAY, ±70' WESTOF A POWER POLE AND ±70' WEST OF A NO PARKING SIGN.NORTHING=7030425.73 EASTING=2425429.21 ELEV=521.33BM#4"X" CUT SET ON SIDEWALK, WEST SIDE OF FREEPORT PARKWAY,±20' NORTH OF A BRIDGE WALL, ±65' SOUTH OF A STORMMANHOLE AND ±20' NORTH OF THE END OF A GUARDRAIL.NORTHING=7030310.36 EASTING=2425575.38 ELEV=522.25BENCH MARK LISTBEFORE YOU DIG, CALL DIG TESS1-800-DIG-TESS!!WARNING!!EXISTING UNDERGROUND UTILITIES. CONTRACTORSHALL VERIFY THE EXACT LOCATION OF ALL UTILITIESAND COORDINATE WITH CORRESPONDING COMPANYPRIOR TO CONSTRUCTION.ARCHITECT5310 HARVEST HILL RD., SUITE 180PROSS DESIGN GROUP INC.DALLAS, TX 75230Contact: Mark ProssTel: 972-759-1400BGE, Inc.F-1046 LEGEND PROPERTY LINE EXISTING SANITARY SEWER AND MANHOLE EXISTING WATER AND FIRE HYDRANT EXISTING STORM LINE SS W W EXISTING GAS LINEGAS EXISTING OVERHEAD ELECTRICOHE EXISTING UNDERGROUND ELECTRICUGE DEMOLITION NOTES: 1.CONTRACTOR TO NOTIFY ENGINEER IF EXISTING CONDITIONS VARY FROM THOSE SHOWN. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.CONTRACTOR TO INSTALL ALL EROSION CONTROL AND TREE PROTECTION PRIOR TO CONSTRUCTION. 3.ALL WORK AND MATERIALS SHALL COMPLY WITH CITY AND COUNTY REGULATIONS AS WELL AS O.S.H.A. STANDARDS. 4.CONTRACTOR TO OBTAIN ANY PERMITS NECESSARY FOR DEMOLITION. 5.THIS PLAN WAS DEVELOPED FROM INFORMATION AVAILABLE AND SURVEY BY OTHERS. THE CONTRACTOR SHALL REVIEW THE SITE PRIOR TO DEMOLITION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. POWER POLE SAWCUT LINE REMOVE EXISTING PAVEMENT REMOVE EXISTING TREE (55 TOTAL) EXISTING UTILITY TO BE REMOVEDXXXXX 7.384 Acres 321,659 Square Feet LOT 3R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T. SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200037650) O.P.R.D.C.T. S 56° 3 8' 0 6" W 1 6 4. 3 9' S 68°2 3' 1 1 " W 1 6 0 . 8 7' S 69°2 6' 2 2 " W 7 8 . 8 7' S 70°4 2' 3 1 " W 5 6 . 4 9' S 73°54' 2 3 " W 1 0 4 . 9 8' S 75°29' 3 8 " W 1 9 9 . 7 5 'S 37°25'01" W 60.69' S 64° 3 3' 2 0 " W 9 5. 8 1'N 00°18'16" W 576.39'N 89°41'14" E 552.48' S 00°39'34" W 13.76' N 89°44'14" E 210.72'S 00°15'48" E 5.89'Δ=36°55'41"R=306.59'CB=S18°43'49"ECD=194.20'L=197.60' S 37°11'03" E 15.40' OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASWWWWWWWWWW12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL W6" SS 6" SS 6" SS 6" SS 8" SS8" SS8" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 12" SS12" SS12" SS12" SS12" SS12" SS12" SS12" SSEX. INLET TO BE CONVERTED TO JUNCTION BOX ±128 LF OF CONCRETE CURB TO BE REMOVED±106 LF OF CONCRETE CURB TO BE REMOVED ±282 LF OF EX. DUAL 60" RCP TO BE REMOVED AFTER PROPOSED DUAL 60" RCPS ARE INSTALLED TO MAINTAIN CONVEYANCE ACROSS THE SITE. EX. 6" SANITARY SEWER TO REMAIN EX. SANITARY SEWER MANHOLE TO REMAIN EX. SANITARY SEWER MANHOLE TO REMAIN EX. POWER POLE TO REMAIN EX. OVERHEAD POWER TO REMAIN EX. POWER POLE TO REMAIN EX. SANITARY SEWER MANHOLE TO REMAIN EX. SANITARY SEWER MANHOLE TO REMAIN EX. UNDERGROUND COMMUNICATIONS TO REMAIN END REMOVAL OF EX. DUAL 60" RCP EX. 24" RCP TO REMAIN EX. HEADWALL TO REMAIN EX. STORM MANHOLE TO REMAIN EX. 12" WATER TO REMAIN EX. GAS MAIN TO REMAIN EX. 8" SANITARY SEWER TO REMAIN EX. 8" STUB TO BE REMOVED EX. SANITARY SEWER MANHOLE TO REMAIN EX. SANITARY SEWER MANHOLE TO REMAIN EX. STORM MANHOLE TO REMAIN (FORMERLY KNOWN AS COTTON ROAD) (57.50-FOOT WIDE RIGHT-OF-WAY) FRITZ DRIVE FREEPORT PARKWAY (80 -FOOT W IDE R IGHT -OF -WAY ) I N T E R S T A T E H I G HW A Y 6 3 5 ( A L S O K N OW N A S L Y N D O N B . J O H N S O N F R E EW A Y ) ( V A R I A B L E W I D T H R I G H T - O F -W A Y ) BEGIN REMOVAL OF EX. DUAL 60" RCP ±290 LF OF EX. DUAL 60" RCP TO BE REMOVED AFTER PROPOSED DUAL 60" RCPS ARE INSTALLED TO MAINTAIN CONVEYANCE ACROSS THE SITE.1.5'EX. 24" RCP TO BE REMOVED 1.5'BLOCK 1, LOT 2 GATEWAY BUSINESS PARK (VOL. 96129, PG. 3135) D.R.D.C.T. BLOCK 1, LOT 1 GATEWAY BUSINESS PARK (VOL. 96129, PG. 3135) D.R.D.C.T. LOT 1R, BLOCK 1 IAAM HEADQUARTERS (INST. NO. 202000153484) O.P.R.D.C.T. TRACT 1 SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200031715) O.P.R.D.C.T. LOT 1R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T. EX. CURB INLET TO REMAIN NORTHING: 7030161.39 EASTING: 2425282.85 NORTHING: 7030404.03 EASTING: 2425149.25 EX. DUAL 60" RCP TO REMAIN EX. DUAL 60" RCP TO REMAIN REVISIONS REV NO.DATE DESCRIPTION DESIGNED BY: DATE: PROJECT NUMBER: SHEET NO. 2595 Dallas Parkway, Suite 101 BGE, Inc. Frisco, TX 75034 TBPE Registration No. F-1046 Tel: 972-464-4800 ●www.bgeinc.com Copyright 2021 CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION CAUTION !!!SFLP HOLDINGSLOT 3R, BLOCK A!!CAUTION !! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities JTH JUNE 2021 CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY: 8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_DEMOLITION PLAN.dwg Jun 22, 2021-8:30am mnietoBGE, INC.NATERRA INTERNATIONALNKH 1250 S. FREEPORT PKWY. SFPLP HOLDINGS MANAGMENT LLC COPPELL, TEXAS 75019 OWNER/DEVELOPER Contact: Jin Song Tel: 817-403-0303 BM#1 "X" CUT SET ON CRUB, NORTH SIDE OF FRITZ DRIVE ±900' WEST OF THE CENTER LINE OF FREEPORT PARKWAY, ±70' WEST OF A FIRE HYDRANT AND ±10' SOUTH EAST OF A SLOW DOWN SIGN. NORTHING=7030476.91 EASTING=2424663.15 ELEV=522.40 BM#2 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE ±515' WEST OF THE CENTERLINE OF FREEPORT PARKWAY AND ±45' WEST OF A POWER POLE NORTHING=7030424.37 EASTING=2425062.84 ELEV=521.65 BM#3 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE, ±150' WEST OF THE CENTERLINE OF FREEPORT PARKWAY, ±70' WEST OF A POWER POLE AND ±70' WEST OF A NO PARKING SIGN. NORTHING=7030425.73 EASTING=2425429.21 ELEV=521.33 BM#4 "X" CUT SET ON SIDEWALK, WEST SIDE OF FREEPORT PARKWAY, ±20' NORTH OF A BRIDGE WALL, ±65' SOUTH OF A STORM MANHOLE AND ±20' NORTH OF THE END OF A GUARDRAIL. NORTHING=7030310.36 EASTING=2425575.38 ELEV=522.25 BENCH MARK LIST BEFORE YOU DIG, CALL DIG TESS 1-800-DIG-TESS !!WARNING!! EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES AND COORDINATE WITH CORRESPONDING COMPANY PRIOR TO CONSTRUCTION. ARCHITECT 5310 HARVEST HILL RD., SUITE 180 PROSS DESIGN GROUP INC. DALLAS, TX 75230 Contact: Mark Pross Tel: 972-759-1400 BGE, Inc. F-1046 C1.0DEMOLITION PLAN VANNO PARKINGNO PARKINGNO PARKING T CONCRETE WASHOUT50'30' 515 520 514 514516517518519 515 516 517 518 519 520521 522 523 52152 2 520 521 522 5205205205 2 6 52 7 52 8 529 52052552152252352452652 0 5 2 1 510 515 507508509511512513514516517518519 510 515 520 509511512513514516517518519521522525530524526527528529531532533525524526527528529 5 0 6 5075 0 6 507 508 509 505 5065 0 7 523522523522521521522519519519519519519519521520519518 517 516 515 514 516 515 517518519 516517518519520521522 523 518 519 520 521 522523 52 0 521 7' X 9' LANDING 7' X 5' LANDING 520 525 519 521522523524 526 523 523 522 522 522 503504505506507508509510511 512 513 514 515516517 514 PROPOSED SREENING WALL WITH STEEL COLUMN PILASTERS. REF. ARCH PLANS FOR DETAILS. TRANSFORMER AND WATER TANK PAD ELEVATIONS = 520.85 IP PROPOSED STABILIZED CONSTRUCTION ENTRANCE PER COPPELL STANDARD DETAIL 1070. MINIMUM 50' DEPTH AND 30' WIDE. EX. SANITARY SEWER MANHOLE PROPOSED JUNCTION BOX 7.384 Acres 321,659 Square Feet LOT 3R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T. LOT 1R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T. LOT 1R, BLOCK 1 IAAM HEADQUARTERS (INST. NO. 202000153484) O.P.R.D.C.T. TRACT 1 SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200031715) O.P.R.D.C.T. SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200037650) O.P.R.D.C.T. S 56° 3 8' 0 6" W 1 6 4. 3 9' S 68°2 3' 1 1 " W 1 6 0. 8 7' S 69°2 6' 2 2 " W 7 8 . 8 7' S 70°4 2' 3 1 " W 5 6 . 4 9' S 73°54 ' 2 3 " W 1 0 4 . 9 8 ' S 75°29' 3 8 " W 1 9 9 . 7 5 'S 37°25'01" W 60.69'S 64° 3 3' 2 0 " W 9 5. 8 1'N 00°18'16" W 576.39'N 89°41'14" E 552.48' S 00°39'34" W 13.76' N 89°44'14" E 210.72'S 00°15'48" E 5.89'Δ=36°55'41"R=306.59'CB=S18°43'49"ECD=194.20'L=197.60' S 37°11'03" E 15.40' PROPOSED HEADWALL (FORMERLY KNOWN AS COTTON ROAD) (57.50-FOOT WIDE RIGHT-OF-WAY) FRITZ DRIVE FREEPORT PARKWAY (80 -FOOT W IDE R IGHT -OF -WAY ) ( A L S O K N OW N A S L Y N D O N B . J O H N S O N F R E EW A Y ) ( V A R I A B L E W I D T H R I G H T - O F -W A Y ) I N T E R S T A T E H I G HW A Y 6 3 5 IP IP IP IP IP PROPOSED SANITARY SEWER MANHOLE ±1,065 SY OF ARMORMAX ARVS PER PROPEX GEOSOLUTIONS (TO BE PERMANENT). SEE SHEET C8.5 FOR DETAIL. PROPOSED CHECK DAM PROPOSED CHECK DAM EXISTING HEADWALL IP IP LEGEND PROPERTY LINE IP EROSION CONTROL NOTES: 1.ALL PROCEDURES AND MATERIALS USED FOR EROSION CONTROL SHALL BE APPROVED BY THE CITY OF COPPELL WITH CONSENT OF OWNER. 2.THE LOCATION OF EROSION CONTROL DEVICES AND INSTALLATION SHALL BE AS SHOWN IN THESE PLANS. ADDITIONAL EROSION CONTROL AND/OR ADJUSTMENT OF LOCATIONS FOR EROSION CONTROL MAY OCCUR PER THE CITY OF COPPELL UPON APPROVAL OF THE OWNER. 3.EACH CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES ALREADY IN PLACE. CONTRACTOR SHALL REMOVE AND REPLACE EROSION CONTROL AS NEEDED FOR CONSTRUCTION OR ACCESS. ALL EROSION CONTROL MUST BE IN PLACE AT THE END OF EACH DAY. 4.ALL PERIMETER SWALES SHALL BE GRADED PRIOR TO EXTENSIVE ONSITE STREET AND SITE GRADING. 5.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO USE WHATEVER MEANS ARE NECESSARY TO CONTROL AND LIMIT SILT AND SEDIMENT LEAVING THE SITE. SPECIFICALLY, THE CONTRACTOR SHALL PROTECT ALL PUBLIC STREETS, ALLEYS, STREAMS, STORM DRAIN SYSTEMS AND INLETS FROM EROSION DEPOSITS. 6.EROSION CONTROL DEVICES COULD BE HAY BALES, SILT FENCE, VEGETATIVE BUFFER STRIP, DIVERSION SWALES (WINDROWS), AND OTHER DEVICES ALLOWED BY THE EPA. FLOW FROM DIVERSION SWALES WILL BE FILTERED THROUGH STRUCTURAL CONTROLS SUCH AS HAY BALES, SILT FENCES, ETC. PRIOR TO BEING RELEASED INTO PAVED AREAS OR STORM SEWER SYSTEMS. 7.CONTROLS SHOULD BE SELECTED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND PER THE DETAILS ON THIS SHEET. 8.IF SEDIMENT ESCAPES THE SITE, OFF-SITE ACCUMULATIONS MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. 9.SEDIMENT MUST BE REMOVED FROM TRAPS AND PONDS WHEN DESIGN CAPACITY HAS BEEN REDUCED BY 50%. 10.THIS EROSION CONTROL PLAN AND ACCOMPANYING STORM WATER POLLUTION PREVENTION PLAN DOES NOT ADDRESS A BATCH PLANT BEING PLACED ON THIS SITE. IF THE OPERATOR DESIRES COVERAGE FOR A BATCH PLANT, SOME MODIFICATIONS ARE NECESSARY. A SEPARATE BATCH PLANT EROSION CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN MAY BE OBTAINED BY THE BATCH PLANT OWNER. 11.THIS EROSION CONTROL PLAN AND ACCOMPANYING STORM WATER PREVENTION PLAN ASSUMES NO EXCESS EXCAVATED MATERIAL WILL BE PLACED OUTSIDE THE LIMITS OF THIS SITE. MODIFICATIONS TO THE EROSION CONTROL PLAN AND THE STORM WATER POLLUTION PREVENTION PLAN WILL BE NECESSARY IF EXCESS EXCAVATED MATERIAL IS NOT KEPT ON-SITE. 12.APPROXIMATE AREA TO BE DISTURBED IS 7.34 ACRES. 13.CONSTRUCTION ENTRANCE LOCATION TO BE SELECTED BY CONTRACTOR AND APPROVED BY OWNER. 14.SEED ALL LOTS. 530 530 EXISTING CONTOUR LINE PROPOSED CONTOUR LINE SILT FENCE INLET PROTECTION CHECK DAM CONSTRUCTION ENTRANCE FIRE LANE PAVEMENT REVISIONS REV NO.DATE DESCRIPTION DESIGNED BY: DATE: PROJECT NUMBER: SHEET NO. 2595 Dallas Parkway, Suite 101 BGE, Inc. Frisco, TX 75034 TBPE Registration No. F-1046 Tel: 972-464-4800 ●www.bgeinc.com Copyright 2021 CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION CAUTION !!!SFLP HOLDINGSLOT 3R, BLOCK A!!CAUTION !! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities JTH JUNE 2021 CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY: 8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_EROSION CONTROL PLAN.dwg Jun 22, 2021-8:30am mnietoBGE, INC.NATERRA INTERNATIONALNKH 1250 S. FREEPORT PKWY. SFPLP HOLDINGS MANAGMENT LLC COPPELL, TEXAS 75019 OWNER/DEVELOPER Contact: Jin Song Tel: 817-403-0303 BM#1 "X" CUT SET ON CRUB, NORTH SIDE OF FRITZ DRIVE ±900' WEST OF THE CENTER LINE OF FREEPORT PARKWAY, ±70' WEST OF A FIRE HYDRANT AND ±10' SOUTH EAST OF A SLOW DOWN SIGN. NORTHING=7030476.91 EASTING=2424663.15 ELEV=522.40 BM#2 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE ±515' WEST OF THE CENTERLINE OF FREEPORT PARKWAY AND ±45' WEST OF A POWER POLE NORTHING=7030424.37 EASTING=2425062.84 ELEV=521.65 BM#3 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE, ±150' WEST OF THE CENTERLINE OF FREEPORT PARKWAY, ±70' WEST OF A POWER POLE AND ±70' WEST OF A NO PARKING SIGN. NORTHING=7030425.73 EASTING=2425429.21 ELEV=521.33 BM#4 "X" CUT SET ON SIDEWALK, WEST SIDE OF FREEPORT PARKWAY, ±20' NORTH OF A BRIDGE WALL, ±65' SOUTH OF A STORM MANHOLE AND ±20' NORTH OF THE END OF A GUARDRAIL. NORTHING=7030310.36 EASTING=2425575.38 ELEV=522.25 BENCH MARK LIST BEFORE YOU DIG, CALL DIG TESS 1-800-DIG-TESS !!WARNING!! EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES AND COORDINATE WITH CORRESPONDING COMPANY PRIOR TO CONSTRUCTION. ARCHITECT 5310 HARVEST HILL RD., SUITE 180 PROSS DESIGN GROUP INC. DALLAS, TX 75230 Contact: Mark Pross Tel: 972-759-1400 BGE, Inc. F-1046 C2.0EROSION CONTROL PLAN REVISIONS REV NO.DATE DESCRIPTION DESIGNED BY: DATE: PROJECT NUMBER: SHEET NO. 2595 Dallas Parkway, Suite 101 BGE, Inc. Frisco, TX 75034 TBPE Registration No. F-1046 Tel: 972-464-4800 ●www.bgeinc.com Copyright 2021 CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION CAUTION !!!SFLP HOLDINGSLOT 3R, BLOCK A!!CAUTION !! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities JTH JUNE 2021 CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY: 8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_EROSION CONTROL DETAILS.dwg Jun 22, 2021-8:30am mnietoBGE, INC.NATERRA INTERNATIONALNKH 1250 S. FREEPORT PKWY. SFPLP HOLDINGS MANAGMENT LLC COPPELL, TEXAS 75019 OWNER/DEVELOPER Contact: Jin Song Tel: 817-403-0303 ARCHITECT 5310 HARVEST HILL RD., SUITE 180 PROSS DESIGN GROUP INC. DALLAS, TX 75230 Contact: Mark Pross Tel: 972-759-1400 BGE, Inc. F-1046 C2.1EROSION CONTROL DETAILS LEGEND PROPERTY LINE GEOTECH REPORT BY: REED ENGINEERING GROUP PROJECT NO: 22775 DATE: 9/20/2019 *INCLUDES ALL REVISIONS AND ADDENDUMS AFTER LISTED DATE NOTES: 1.CONTRACTOR TO NOTIFY ENGINEER IF EXISTING CONDITIONS VARY FROM THOSE SHOWN. 2.ALL WORK AND MATERIALS SHALL COMPLY WITH CITY AND COUNTY REGULATIONS AS WELL AS O.S.H.A STANDARDS. 3.ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL FIRE LANE RADII ARE 30-FEET MINIMUM. 5.ALL FIRE LANES ARE 24-FEET WIDE MINIMUM. 6.HANDICAP PARKING AND MARKING SHALL BE IN ACCORDANCE WITH TAS STANDARDS. 7.REFER TO CITY OF COPPELL CONSTRUCTION DETAILS AND SPECIFICATIONS. 8.ALL SCREENING SHALL BE IN ACCORDANCE WITH CITY OF COPPELL REQUIREMENTS. 9.CONTRACTOR TO COORDINATE WITH CITY TRAFFIC ENGINEER PRIOR TO INSTALLING ROAD SIGNS OR PAVEMENT MARKINGS. 10.REFER TO LANDSCAPE AND ARCHITECTURAL PLANS FOR FINAL SIDEWALK LAYOUT. 11.CONTRACTOR TO COORDINATE WITH RESPECTIVE COMPANY FOR ANY RELOCATIONS, INCLUDING POWER POLES, LIGHT POLES, AND ELECTRICAL BOXES 12.REFERENCE GEOTECHNICAL REPORT FOR BUILDING PAD AND PAVING SUBGRADE PREPARATION. KEY TYP TYPICAL BFR BARRIER FREE RAMP FH FIRE HYDRANT SSMH SEWER MANHOLE LP LIGHT POLE PP POWER POLE ESMT EASEMENT NUMBER OF PARKING SPACES STMH STORM MANHOLE WYE WYE INLET FDC FIRE DEPARTMENT CONNECTION EXISTING MANHOLE EXISTING FIRE HYDRANT EASEMENT LINE BARRIER FREE RAMP PROPOSED CURB INLET PROPOSED GATE VALVE FIRE DEPARTMENT CONNECTION PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED MANHOLE PROPOSED DOMESTIC METER PROPOSED IRRIGATION METER PROPOSED WYE INLET POWER POLE BIKE RACKS CI CURB INLET 15' T.X.U. ELECTRIC COMPANY EASEMENT (VOL. 99172, PG. 16) D.R.D.C.T. 7.5' SIDEWALK & UTILITY EASEMENT (VOL. 99172, PG. 16) D.R.D.C.T. DRAINAGE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. 10' SANITARY SEWER EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. WATER LINE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. WATER LINE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. 20' HIKE AND BIKE TRAIL EASEMENT (VOL. 98043, PG. 1) D.R.D.C.T. 10' UTILITY EASEMENT (VOL. 82137, PG. 690) D.R.D.C.T. 10' UTILITY EASEMENT (VOL. 82137, PG. 690) D.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. T.P. & L. EASEMENT (VOL. 71159, PG. 743) D.R.D.C.T. EXISTING 10' DRAINAGE EASEMENT 7.384 Acres 321,659 Square Feet LOT 3R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T.10' BUILDING & PARKINGSETBACK(VOL. 99172, PG. 16)D.R.D.C.T.SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200037650) O.P.R.D.C.T. S 56° 3 8' 0 6" W 1 6 4. 3 9' S 68°2 3' 1 1 " W 1 6 0 . 8 7' S 69°2 6' 2 2 " W 7 8 . 8 7' S 70°4 2' 3 1 " W 5 6 . 4 9' S 73°54 ' 2 3 " W 1 0 4 . 9 8' S 75°29' 3 8 " W 1 9 9 . 7 5 'S 37°25'01" W 60.69' S 64° 3 3' 2 0 " W 9 5. 8 1'N 00°18'16" W 576.39'N 89°41'14" E 552.48' S 00°39'34" W 13.76' N 89°44'14" E 210.72'S 00°15'48" E 5.89'Δ=36°55'41"R=306.59'CB=S18°43'49"ECD=194.20'L=197.60' S 37°11'03" E 15.40' OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPVANNO PARKINGNO PARKINGNO PARKING 12 12 12 11 11 8 9 14 14 12 12 4 7 8 T CI CI CI CI CI GI GI R30'R30'R70'R 6 0 0 'R3 0'R100'R100'R35'R 3 5 ' R 15' R10'R5 ' R 5'R 3 0 'R 3 2'R 8'R8' R 8 'R8'R32' FH FH FH FH FH PROPOSED MONUMENT SIGN. REF. ARCH PLANS FOR DETAILS PROPOSED HEADWALL PROPOSED DOMESTIC METER PROPOSED DOUBLE CHECK BACKFLOW PREVENTOR PROPOSED DOUBLE CHECK BACKFLOW PREVENTOR FDC MH PROPOSED JUNCTION BOXPROPOSED 5' SIDEWALK EX. MH EX. MHEX. CIEX. CI EX. MH EX. MH EX. CI EX. CI 30' BUILDING SETBACK 15' LANDSCAPE SETBACK R 3 5 'R3 5'60' BU ILD ING SETBACK15' LANDSCAPE SETBACK EX. MH EX. MH EX. MH EX. MH 40' DRIVEWAY 26' DRIVEWAY 18'18'24'18'9'9' 9' 9' 18'24'18'24'18'18'24'9'24'9'18'24'93.4'9'9'PROPOSED STAIRS. REF. ARCH PLANS FOR DETAILS PROPOSED STAIRS. REF. ARCH PLANS FOR DETAILS PROPOSED RAMP. REF. ARCH PLANS FOR DETAILS PROPOSED STAIRS. REF. ARCH PLANS FOR DETAILS PROPOSED CONCRETE STAIRS. REF. ARCH PLANS FOR DETAILS 5.5'PROPOSED STAIRS. REF. ARCH PLANS FOR DETAILS PROPOSED STAIRS. REF. ARCH PLANS FOR DETAILS PROPOSED STAIRS. REF. ARCH PLANS FOR DETAILS LP LP LP LP LP LP PROPOSED BOLLARDS PROPOSED TRANSFORMER PROPOSED UTILITY YARD. REF. MEP PLANS FOR DETAILS PROPOSED 24' FIRE LANE, ACCESS AND UTILITY EASEMENT ADA PARKING SPACES WITH SIGNAGE AND WHEEL STOPS (2). ADA PARKING SPACES WITH SIGNAGE AND WHEEL STOPS (4). BFR BFR BFRBFRBFR BFR PROPOSED IRRIGATION METER EX. MH 5'PROPOSED SIDEWALK EASEMENT EX. CI EXISTING HEADWALL APPROXIMATE LIMITS OF FLOODWAY APPROXIMATE LIMITS OF 1% ANNUAL CHANCE FLOOD EVENT PROPOSED 24' FIRE LANE, ACCESS AND UTILITY EASEMENT PROPOSED 24' FIRE LANE, ACCESS AND UTILITY EASEMENT PROPOSED DRAINAGE EASEMENT DRAINAGE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. LANDSCAPE AREA LANDSCAPE AREA I N T E R S T A T E H I G HW A Y 6 3 5 ( A L S O K N OW N A S L Y N D O N B . J O H N S O N F R E EW A Y ) ( V A R I A B L E W I D T H R I G H T - O F -W A Y ) FRITZ DRIVE (FORMERLY KNOWN AS COTTON ROAD) (57.50-FOOT WIDE RIGHT-OF-WAY)FREEPORT PARKWAY(80-FOOT W IDE R IGHT-OF-WAY) GI CONNECT TO EXISTING PAVEMENT AND CONSTRUCT LONGITUDINAL BUTT JOINT PER CITY OF COPPELL STANDARD DETAIL 2050 CONNECT TO EXISTING PAVEMENT AND CONSTRUCT LONGITUDINAL BUTT JOINT PER CITY OF COPPELL STANDARD DETAIL 2050PROPOSED SIDEWALK EASEMENT BLOCK 1, LOT 2 GATEWAY BUSINESS PARK (VOL. 96129, PG. 3135) D.R.D.C.T. BLOCK 1, LOT 1 GATEWAY BUSINESS PARK (VOL. 96129, PG. 3135) D.R.D.C.T. LOT 1R, BLOCK 1 IAAM HEADQUARTERS (INST. NO. 202000153484) O.P.R.D.C.T. TRACT 1 SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200031715) O.P.R.D.C.T. LOT 1R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T.8'25.3'16.4'22'±72 LF OF MAX. 4' MODULAR CONCRETE BLOCK RETAINING WALL BY CONTRACTOR. REF. SHEET C4.0 FOR DETAILS. R8' 5.5' PUMP ROOM ELECTRICAL ROOM PATIO PATIO 5'5' SIDEWALK 5' SIDEWALK 5'5' X 5' LANDING 5' X 5' LANDING 5' X 5' LANDING 5' SIDEWALK 13.2'10'12'10'12' 5' X 5' LANDING 5' X 5' LANDING 5' 5" REINFORCED PORTLAND CEMENT CONCRETE, MIN. COMPRESSIVE STRENGTH OF 3600 PSI AT 28 DAYS REINFORCED WITH #4 BARS @ 18" O.C.E.W. WITH CONSTRUCTION JOINTS NOT TO EXCEED 15 FEET IN ANY DIRECTION LIGHT DUTY PAVEMENT SECTION 6" REINFORCED PORTLAND CEMENT CONCRETE, MIN. COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS REINFORCED WITH #4 BARS @ 18" O.C.E.W. WITH CONSTRUCTION JOINTS NOT TO EXCEED 15 FEET IN ANY DIRECTION FIRE LANE PAVEMENT SECTION 5"8"6"8"7" REINFORCED PORTLAND CEMENT CONCRETE, MIN. COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS REINFORCED WITH #3 BARS @ 18" O.C.E.W. WITH CONSTRUCTION JOINTS NOT TO EXCEED 15 FEET IN ANY DIRECTION HEAVY DUTY PAVEMENT SECTION 7"8"PARKING FIRE LANE TRUCK COURT 8" REINFORCED PORTLAND CEMENT CONCRETE, MIN. COMPRESSIVE STRENGTH OF 3600 PSI AT 28 DAYS 8" SUBGRADE COMPACTED TO A MINIMUM 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AND STABILIZED WITH 6% MINIMUM BY WEIGHT OF HYDRATED LIME. REINFORCED WITH #4 BARS @ 18" O.C.E.W. WITH CONSTRUCTION JOINTS NOT TO EXCEED 15 FEET IN ANY DIRECTION RIGHT-OF-WAY PAVEMENT SECTION 8"8"ROW 8" SUBGRADE COMPACTED TO A MINIMUM 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AND STABILIZED WITH 6% MINIMUM BY WEIGHT OF HYDRATED LIME. 8" SUBGRADE COMPACTED TO A MINIMUM 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AND STABILIZED WITH 6% MINIMUM BY WEIGHT OF HYDRATED LIME. 8" SUBGRADE COMPACTED TO A MINIMUM 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AND STABILIZED WITH 6% MINIMUM BY WEIGHT OF HYDRATED LIME. PROPOSED SIDEWALK PER CITY OF COPPELL STANDARD DETAIL 2170. SEE SECTION THIS SHEET. PAVING LEGEND PROPOSED PARKING PAVEMENT. SEE SECTION THIS SHEET. PROPOSED FIRE LANE PAVEMENT. SEE SECTION THIS SHEET. PROPOSED HEAVY DUTY PAVEMENT. SEE SECTION THIS SHEET. PROPOSED R.O.W. PAVEMENT PER CITY OF COPPELL STANDARD DETAILS. SEE SECTION THIS SHEET. 4" REINFORCED PORTLAND CEMENT CONCRETE, MIN. COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS 5" SUBGRADE COMPACTED TO A MINIMUM 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698). REINFORCED WITH #3 BARS @ 18" O.C.E.W. WITH CONSTRUCTION JOINTS NOT TO EXCEED 15 FEET IN ANY DIRECTION SIDEWALK PAVEMENT SECTION 4"5"SIDEWALK *WIRE MESH REINFORCEMENT IS NOT PERMITTED REVISIONS REV NO.DATE DESCRIPTION DESIGNED BY: DATE: PROJECT NUMBER: SHEET NO. 2595 Dallas Parkway, Suite 101 BGE, Inc. Frisco, TX 75034 TBPE Registration No. F-1046 Tel: 972-464-4800 ●www.bgeinc.com Copyright 2021 CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION CAUTION !!!SFLP HOLDINGSLOT 3R, BLOCK A!!CAUTION !! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities JTH JUNE 2021 CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY: 8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_DIMENSION CONTROL AND PAVING PLAN.dwg Jun 22, 2021-8:31am mnietoBGE, INC.NATERRA INTERNATIONALNKH 1250 S. FREEPORT PKWY. SFPLP HOLDINGS MANAGMENT LLC COPPELL, TEXAS 75019 OWNER/DEVELOPER Contact: Jin Song Tel: 817-403-0303 BM#1 "X" CUT SET ON CRUB, NORTH SIDE OF FRITZ DRIVE ±900' WEST OF THE CENTER LINE OF FREEPORT PARKWAY, ±70' WEST OF A FIRE HYDRANT AND ±10' SOUTH EAST OF A SLOW DOWN SIGN. NORTHING=7030476.91 EASTING=2424663.15 ELEV=522.40 BM#2 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE ±515' WEST OF THE CENTERLINE OF FREEPORT PARKWAY AND ±45' WEST OF A POWER POLE NORTHING=7030424.37 EASTING=2425062.84 ELEV=521.65 BM#3 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE, ±150' WEST OF THE CENTERLINE OF FREEPORT PARKWAY, ±70' WEST OF A POWER POLE AND ±70' WEST OF A NO PARKING SIGN. NORTHING=7030425.73 EASTING=2425429.21 ELEV=521.33 BM#4 "X" CUT SET ON SIDEWALK, WEST SIDE OF FREEPORT PARKWAY, ±20' NORTH OF A BRIDGE WALL, ±65' SOUTH OF A STORM MANHOLE AND ±20' NORTH OF THE END OF A GUARDRAIL. NORTHING=7030310.36 EASTING=2425575.38 ELEV=522.25 BENCH MARK LIST BEFORE YOU DIG, CALL DIG TESS 1-800-DIG-TESS !!WARNING!! EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES AND COORDINATE WITH CORRESPONDING COMPANY PRIOR TO CONSTRUCTION. ARCHITECT 5310 HARVEST HILL RD., SUITE 180 PROSS DESIGN GROUP INC. DALLAS, TX 75230 Contact: Mark Pross Tel: 972-759-1400 BGE, Inc. F-1046 C3.0DIMENSION CONTROL ANDPAVING PLANSTOP R1-1 TYPICAL STOP SIGN DETAIL VAN NO PARKING NO PARKINGNO PARKINGT5155205145 1 4 516517518519 515516517518519520 521522523521522 520521522520520520 5265275285295 2 0 525 521 522 523 524526 520521510515507508509511512513514516517518519510515520509511512513514516517518519521522 525 530524 526 527528 529531532533525 524526527528529 506507506507508509505506507523522 523522521521 522FFE: 524.00519519519519519519519521520519 5185175165155145165157.384 Acres321,659 Square FeetLOT 3R, BLOCK AGATEWAY BUSINESS PARK NO. 2(INST. NO. 201700240374)O.P.R.D.C.T.FRITZ DRIVE(FORMERLY KNOWN AS COTTON ROAD)(57.50-FOOT WIDE RIGHT-OF-WAY)INTERSTATE HIGHWAY 635(ALSO KNOWN AS LYNDON B. JOHNSON FREEWAY)(VARIABLE WIDTH RIGHT-OF-WAY)FREEPORT PARKWAY(80-FOOT WIDE RIGHT-OF-WAY)SFPLP HOLDINGSMANAGEMENT, LLC(INST. NO. 201200037650)O.P.R.D.C.T.CIEXISTING HEADWALLAPPROXIMATE LIMITS OFFLOODWAY4:1 MAX517518 4:1 MAXCICICICIGIGIGI519-1.00%-1.00%-1.00%-2.70%-2.10-2.50-2.40 -2.00%516517518519520521522523518519520521522523DETAIL ASEE SHEET C4.15205214' MAX HEIGHTMODULARCONCRETE BLOCKRETAINING WALLWITH RAIL520525519521522523524526523523522522522DETAIL DSEE SHEET C4.1PROPOSED MANHOLE TOMATCH FINISHED GRADEPROPOSED STORM JUNCTIONBOX TO MATCH FINISHED GRADEPROPOSED HEADWALL.SLOPES NOT TO EXCEED 4:1503504505 506 507 508 50 9 5 1 0 5115125135145155 1 6 5 1 7±1,065 SF OF ARMORMAXARVS PER PROPEXGEOSOLUTIONS. SEESHEET C8.5 FOR DETAIL.520.95520.29518.89 TG518.89 TG518.89 TG519.50515.48514.95514.35515.57515.38516.12515.95517.52514.43518.07514.88514.48513.39513.52520.36520.36520.29520.74520.00524.00 TOPOF STAIRS520.00521.87 ME522.53 ME522.42 ME522.17 ME520.64 TC521.72520.86521.54520.58521.64521.31519.84519.66519.75521.82521.73521.48521.48521.42 ME521.22 ME521.14 TC521.00521.18521.25521.32521.82521.75519.91520.00524.00 TOPOF STAIRS524.00 TOPOF STAIRS524.00 TOPOF RAMP519.91519.91522.15522.16513.54 TC515.50 TC520.30523.95FFE = 524.00514.66516.00515.12514.53FFE = 524.00FFE = 524.00523.95518.00522.50522.73521.98521.95522.06522.19522.33521.28522.07521.44521.73 ME521.48 ME521.26 ME521.00 ME521.23 ME521.33 ME521.46 ME521.60 ME521.55 ME521.34 MEFFE = 524.00FFE = 524.00FFE = 524.00FFE = 524.00FFE = 524.00521.63FFE = 524.00TOP = 522.43522.88521.98523.95523.95523.95523.95523.95FFE = 524.00517.00FFE = 524.00FFE = 524.00TOP = 516.10FFE = 524.00FFE = 524.00TOP = 518.00FFE = 524.00523.90523.90519.70522.65521.71522.66504.17519.33 TC514APPROXIMATE LIMITS OF 1%ANNUAL CHANCE FLOOD EVENTDETAIL CSEE SHEET C4.1DETAIL BSEE SHEET C4.1LEGENDPROPERTY LINENOTES:1.CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FORUTILITY RELOCATIONS AND/OR ADJUSTMENTS.2.CONTRACTOR TO ADJUST RIMS AND OTHER ABOVE GROUNDUTILITIES TO PROPOSED GRADE.3.GRADING FOR ALL ACCESSIBLE ROUTES SHALL MEET ADASTANDARDS.4.PRIOR TO PLACING PAVEMENT, CONTRACTOR TO TEST FOR PONDING.ALL AREAS SHALL DRAIN TOWARDS THE INTENDED STORMCOLLECTION STRUCTURE.5.CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TOCONSTRUCTION. NOTIFY ENGINEER OF ANY CONFLICTS THAT AREDISCOVERED IN THE FIELD.6.CONTRACTOR TO PROTECT EXISTING UTILITIES.7.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS PRIORTO CONSTRUCTION.8.REFERENCE DIMENSION CONTROL PLAN FOR HORIZONTALDIMENSIONS.9.CONTRACTOR TO ENSURE THERE IS POSITIVE DRAINAGE AWAY FROMBUILDINGS.10.REFERENCE GEOTECHNICAL REPORT FOR BUILDING PAD AND PAVINGSUBGRADE PREPARATION.11.CONTRACTOR TO REFER TO ARCHITECTURAL PLANS FOR EXACTBUILDING DIMENSIONS.12.RUNNING SLOPE SHALL NOT EXCEED 5.00%.13.CONTRACTOR TO CONTROL EROSION ALONG PROPERTY LINE DURINGCONSTRUCTION.14.OWNER IS RESPONSIBLE FOR PERIODIC INSPECTION ANDMONITORING OF EROSION PROTECTION SYSTEMS AND SHALL NOTIFYENGINEER IF EVIDENCE OF FAILURE HAS OCCURRED.PROPOSED STORM LINE750750EXISTING CONTOUR LINEPROPOSED CONTOUR LINEEXISTING STORM LINEMATCH EXISTING ELEVATION726.25 ME726.25 TOP726.25 TC726.25 TWPROPOSED TOP OF WALL726.25 EWPROPOSED END OF WALL726.25 TGPROPOSED TOP OF GRATE726.25PROPOSED TOP OF SIDEWALKMATCH EXISTING ELEVATIONPROPOSED TOP OF CURBPROPOSED SPOT ELEVATION726.25 BWPROPOSED BOTTOM OF WALLREVISIONSREV NO.DATEDESCRIPTIONDESIGNED BY:DATE:PROJECT NUMBER:SHEET NO.2595 Dallas Parkway, Suite 101BGE, Inc.Frisco, TX 75034TBPE Registration No. F-1046Tel: 972-464-4800 ●www.bgeinc.comCopyright 2021CONTACT: 1-800-DIG-TESS48 HOURS PRIOR TO CONSTRUCTIONCAUTION !!!SFLP HOLDINGS LOT 3R, BLOCK A!!CAUTION !!Contractor to Verify exact location & Depth ofExist Facilities Prior to any ConstructionActivitiesJTHJUNE 2021CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY:8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_GRADING PLAN.dwg Jun 22, 2021-8:31am mnietoBGE, INC. NATERRA INTERNATIONAL NKH1250 S. FREEPORT PKWY.SFPLP HOLDINGS MANAGMENT LLCCOPPELL, TEXAS 75019OWNER/DEVELOPERContact: Jin SongTel: 817-403-0303BM#1"X" CUT SET ON CRUB, NORTH SIDE OF FRITZ DRIVE ±900' WESTOF THE CENTER LINE OF FREEPORT PARKWAY, ±70' WEST OF AFIRE HYDRANT AND ±10' SOUTH EAST OF A SLOW DOWN SIGN.NORTHING=7030476.91 EASTING=2424663.15 ELEV=522.40BM#2"X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE ±515'WEST OF THE CENTERLINE OF FREEPORT PARKWAY AND ±45'WEST OF A POWER POLENORTHING=7030424.37 EASTING=2425062.84 ELEV=521.65BM#3"X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE, ±150'WEST OF THE CENTERLINE OF FREEPORT PARKWAY, ±70' WESTOF A POWER POLE AND ±70' WEST OF A NO PARKING SIGN.NORTHING=7030425.73 EASTING=2425429.21 ELEV=521.33BM#4"X" CUT SET ON SIDEWALK, WEST SIDE OF FREEPORT PARKWAY,±20' NORTH OF A BRIDGE WALL, ±65' SOUTH OF A STORMMANHOLE AND ±20' NORTH OF THE END OF A GUARDRAIL.NORTHING=7030310.36 EASTING=2425575.38 ELEV=522.25BENCH MARK LISTBEFORE YOU DIG, CALL DIG TESS1-800-DIG-TESS!!WARNING!!EXISTING UNDERGROUND UTILITIES. CONTRACTORSHALL VERIFY THE EXACT LOCATION OF ALL UTILITIESAND COORDINATE WITH CORRESPONDING COMPANYPRIOR TO CONSTRUCTION.ARCHITECT5310 HARVEST HILL RD., SUITE 180PROSS DESIGN GROUP INC.DALLAS, TX 75230Contact: Mark ProssTel: 972-759-1400BGE, Inc.F-1046GRADING PLAN C4.0 NO PARKING52051 8 519 520.10519.89519.36518.28518.01518.10517.84FFE = 524.00518.62519.93FFE = 524.00TOP = 522.35519.75519.58TW = 522.35BW = 519.88518.88TW = 523.91BW = 518.557' X 9' LANDING7' X 5' LANDING519.75519.58520.00520.00TW = 522.35BW = 519.88TW = 523.91BW = 519.28VANNO PARKINGNO PARKING52352 2 522.94522.76522.78522.60522.48522.30522.32522.14522.17521.99522.06521.88522.45522.63522.67522.40522.56522.71523.28523.15FFE = 524.00519517519.27519.03521.50FFE = 524.00523.95FFE = 524.00TOP = 523.61TW: 523.42BW: 520.50TW: 523.95BW: 520.00TW: 524.00BW: 521.50TW: 523.17BW: 520.60520.82520521EW / TW: 522.59BW: 521.10523.47523.22TW: 523.56BW: 520.00FFE = 524.00T520.00519.47521.29FFE = 524.00FFE = 524.00520.50FFE = 524.00523.32520.59PROPOSED SREENING WALL WITHSTEEL COLUMN PILASTERS. REF.ARCH PLANS FOR DETAILS.TRANSFORMER AND WATER TANKPAD ELEVATIONS = 520.85520.85520.85REVISIONSREV NO.DATEDESCRIPTIONDESIGNED BY:DATE:PROJECT NUMBER:SHEET NO.2595 Dallas Parkway, Suite 101BGE, Inc.Frisco, TX 75034TBPE Registration No. F-1046Tel: 972-464-4800 ●www.bgeinc.comCopyright 2021CONTACT: 1-800-DIG-TESS48 HOURS PRIOR TO CONSTRUCTIONCAUTION !!!SFLP HOLDINGS LOT 3R, BLOCK A!!CAUTION !!Contractor to Verify exact location & Depth ofExist Facilities Prior to any ConstructionActivitiesJTHJUNE 2021CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY:8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_GRADING PLAN.dwg Jun 22, 2021-8:31am mnietoBGE, INC. NATERRA INTERNATIONAL NKH1250 S. FREEPORT PKWY.SFPLP HOLDINGS MANAGMENT LLCCOPPELL, TEXAS 75019OWNER/DEVELOPERContact: Jin SongTel: 817-403-0303BM#1"X" CUT SET ON CRUB, NORTH SIDE OF FRITZ DRIVE ±900' WESTOF THE CENTER LINE OF FREEPORT PARKWAY, ±70' WEST OF AFIRE HYDRANT AND ±10' SOUTH EAST OF A SLOW DOWN SIGN.NORTHING=7030476.91 EASTING=2424663.15 ELEV=522.40BM#2"X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE ±515'WEST OF THE CENTERLINE OF FREEPORT PARKWAY AND ±45'WEST OF A POWER POLENORTHING=7030424.37 EASTING=2425062.84 ELEV=521.65BM#3"X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE, ±150'WEST OF THE CENTERLINE OF FREEPORT PARKWAY, ±70' WESTOF A POWER POLE AND ±70' WEST OF A NO PARKING SIGN.NORTHING=7030425.73 EASTING=2425429.21 ELEV=521.33BM#4"X" CUT SET ON SIDEWALK, WEST SIDE OF FREEPORT PARKWAY,±20' NORTH OF A BRIDGE WALL, ±65' SOUTH OF A STORMMANHOLE AND ±20' NORTH OF THE END OF A GUARDRAIL.NORTHING=7030310.36 EASTING=2425575.38 ELEV=522.25BENCH MARK LISTBEFORE YOU DIG, CALL DIG TESS1-800-DIG-TESS!!WARNING!!EXISTING UNDERGROUND UTILITIES. CONTRACTORSHALL VERIFY THE EXACT LOCATION OF ALL UTILITIESAND COORDINATE WITH CORRESPONDING COMPANYPRIOR TO CONSTRUCTION.ARCHITECT5310 HARVEST HILL RD., SUITE 180PROSS DESIGN GROUP INC.DALLAS, TX 75230Contact: Mark ProssTel: 972-759-1400BGE, Inc.F-1046GRADING DETAILS C4.1DETAIL ADETAIL BDETAIL DDETAIL C C5.0EXISTING DRAINAGE AREAMAPREVISIONS REV NO.DATE DESCRIPTION DESIGNED BY: DATE: PROJECT NUMBER: SHEET NO. 2595 Dallas Parkway, Suite 101 BGE, Inc. Frisco, TX 75034 TBPE Registration No. F-1046 Tel: 972-464-4800 ●www.bgeinc.com Copyright 2021 CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION CAUTION !!!SFLP HOLDINGSLOT 3R, BLOCK A!!CAUTION !! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities JTH JUNE 2021 CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY: 8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_EXISTING DRAINAGE AREA MAP.dwg Jun 22, 2021-8:31am mnietoBGE, INC.NATERRA INTERNATIONALNKH 1250 S. FREEPORT PKWY. SFPLP HOLDINGS MANAGMENT LLC COPPELL, TEXAS 75019 OWNER/DEVELOPER Contact: Jin Song Tel: 817-403-0303 ARCHITECT 5310 HARVEST HILL RD., SUITE 180 PROSS DESIGN GROUP INC. DALLAS, TX 75230 Contact: Mark Pross Tel: 972-759-1400 BGE, Inc. F-1046 VANNO PARKINGNO PARKINGNO PARKING T 515 520 514 514516517518519 515 516 517 518 519 520521 522 523 52152 2 520 521 522 5205205205 2 6 52 7 52 8 529 52052552152252352452652 0 5 2 1 510 515 507508509511512513514516517518519 510 515 520 509511512513514516517518519521522525530524526527528529531532533525524526527528529 5 0 6 5075 0 6 507 508 509 505506507 523522523522521521522519519519519519519519521520519518 517 516 515 514 516 515 517518519 516517518519520521522 523 518 519 520 521 522523 52 0 521 7' X 9' LANDING 7' X 5' LANDING 520 525 519 521522523524 526 523 523 522 522 522 503504505506507508509510511 512 513 514 515516517 514 PROPOSED SREENING WALL WITH STEEL COLUMN PILASTERS. REF. ARCH PLANS FOR DETAILS. TRANSFORMER AND WATER TANK PAD ELEVATIONS = 520.85 (FORMERLY KNOWN AS COTTON ROAD) (57.50-FOOT WIDE RIGHT-OF-WAY) FRITZ DRIVE PROPOSED JUNCTION BOX INLET A-2 INLET A-1 INLET B-1 INLET B-2 INLET B-3 INLET B-4 INLET B-5 PROPOSED STORM PROPOSED STORMPROPOSED STORM 7.2 BLDG-2 0.90 6.5 OS-2 0.81 3.1 A-2 0.39 1.2 A-1 0.15 4.4 OS-1 0.55 2.1 B-4 0.26 1.6 B-2 0.20 7.2 B-1 0.89 2.8 B-3 0.35 5.4 B-5 0.68 5.7 BLDG-3 0.71 11.9 BLDG-1 1.49 EXISTING DRAINAGE EASEMENT APPROXIMATE LIMITS OF FLOODWAY APPROXIMATE LIMITS OF 1% ANNUAL CHANCE FLOOD EVENT PROPOSED HEADWALL EXISTING HEADWALL EXISTING 60" RCP EXISTING 60" RCP PROPOSED STORM 7.384 Acres 321,659 Square Feet LOT 3R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T. LOT 1R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T.10' BUILDING & PARKINGSETBACK(VOL. 99172, PG. 16)D.R.D.C.T.LOT 1R, BLOCK 1 IAAM HEADQUARTERS (INST. NO. 202000153484) O.P.R.D.C.T. TRACT 1 SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200031715) O.P.R.D.C.T. SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200037650) O.P.R.D.C.T. S 56° 3 8' 0 6" W 1 6 4. 3 9' S 68°2 3' 1 1 " W 1 6 0 . 8 7' S 69°2 6' 2 2 " W 7 8 . 8 7' S 70°4 2' 3 1 " W 5 6 . 4 9' S 73°54' 2 3 " W 1 0 4 . 9 8 ' S 75°29' 3 8 " W 1 9 9 . 7 5 'S 37°25'01" W 60.69' S 64° 3 3' 2 0 " W 9 5. 8 1'N 00°18'16" W 576.39'N 89°41'14" E 552.48' S 00°39'34" W 13.76' N 89°44'14" E 210.72'S 00°15'48" E 5.89'Δ=36°55'41"R=306.59'CB=S18°43'49"ECD=194.20'L=197.60'S 37°11'03" E 15.40' PRE-PROJECT FLOW: 0 CFS POST-PROJECT FLOW: 230.33 CFS PRE-PROJECT FLOW: 226.08 CFS POST-PROJECT FLOW: 42.90 CFS DOWNSTREAM FLOWS FROM SITE DEVELOPMENT: PRE-PROJECT FLOW: 257.30 CFS POST-PROJECT FLOW: 279.82 CFS I N T E R S T A T E H I G HW A Y 6 3 5 ( A L S O K N OW N A S L Y N D O N B . J O H N S O N F R E EW A Y ) ( V A R I A B L E W I D T H R I G H T - O F -W A Y )FREEPORT PARKWAY(80-FOOT WIDE RIGHT-OF-WAY)LEGEND PROPERTY LINE FLOOD NOTES: 1.ACCORDING TO THE FLOOD INSURANCE RATE MAPS (FIRM) MAP NO. 48113C0155K, DATED 07/07/2014, PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FOR DALLAS COUNTY, TEXAS, THIS PROPERTY IS WITHIN ZONE X AND ZONE AE. Q = CIA Q - FLOW IN CUBIC FEET PER SECOND = CFS C - RUNOFF COEFFICIENT I - INTENSITY WITH TIME OF CONCENTRATION OF 10 MINUTES A - DRAINAGE AREA = AREA IN ACRES DRAINAGE DESIGN CRITERIA RATIONAL METHOD 100 YEAR DESIGN RUNOFF IN C.F.S. DRAINAGE AREA IN ACRES DRAINAGE AREA NUMBER 4.480.57 EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM LINE 750 750 EXISTING STORM LINE DRAINAGE AREA BOUNDARY DRAINAGE FLOW DIRECTION DRAINAGE AREA TABLE DRAINAGE AREA NO. A-1 A-2 B-1 B-2 B-3 B-4 B-5 BLDG-1 BLDG-2 BLDG-3 OS-1 OS-2 AREA (AC) 0.15 0.39 0.89 0.20 0.35 0.26 0.68 1.49 0.90 0.71 0.55 0.81 C 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 TIME OF CONCENTRATION (Tc) 10 10 10 10 10 10 10 10 10 10 10 10 INTENSITY 100 YR (IN/HR) 8.88 8.88 8.88 8.88 8.88 8.88 8.88 8.88 8.88 8.88 8.88 8.88 Q100 (CFS) 1.23 3.13 7.15 1.57 2.76 2.06 5.42 11.90 7.23 5.70 4.41 6.46 COLLECTION POINT INLET B INLET A INLET C INLET D INLET E IINLET F INLET H ROOF DRAINS ROOF DRAINS ROOF DRAINS OFFSITE OFFSITE C5.1PROPOSED DRAINAGE AREAMAPREVISIONS REV NO.DATE DESCRIPTION DESIGNED BY: DATE: PROJECT NUMBER: SHEET NO. 2595 Dallas Parkway, Suite 101 BGE, Inc. Frisco, TX 75034 TBPE Registration No. F-1046 Tel: 972-464-4800 ●www.bgeinc.com Copyright 2021 CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION CAUTION !!!SFLP HOLDINGSLOT 3R, BLOCK A!!CAUTION !! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities JTH JUNE 2021 CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY: 8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_PROPOSED DRAINAGE AREA MAP.dwg Jun 22, 2021-8:32am mnietoBGE, INC.NATERRA INTERNATIONALNKH 1250 S. FREEPORT PKWY. SFPLP HOLDINGS MANAGMENT LLC COPPELL, TEXAS 75019 OWNER/DEVELOPER Contact: Jin Song Tel: 817-403-0303 BM#1 "X" CUT SET ON CRUB, NORTH SIDE OF FRITZ DRIVE ±900' WEST OF THE CENTER LINE OF FREEPORT PARKWAY, ±70' WEST OF A FIRE HYDRANT AND ±10' SOUTH EAST OF A SLOW DOWN SIGN. NORTHING=7030476.91 EASTING=2424663.15 ELEV=522.40 BM#2 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE ±515' WEST OF THE CENTERLINE OF FREEPORT PARKWAY AND ±45' WEST OF A POWER POLE NORTHING=7030424.37 EASTING=2425062.84 ELEV=521.65 BM#3 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE, ±150' WEST OF THE CENTERLINE OF FREEPORT PARKWAY, ±70' WEST OF A POWER POLE AND ±70' WEST OF A NO PARKING SIGN. NORTHING=7030425.73 EASTING=2425429.21 ELEV=521.33 BM#4 "X" CUT SET ON SIDEWALK, WEST SIDE OF FREEPORT PARKWAY, ±20' NORTH OF A BRIDGE WALL, ±65' SOUTH OF A STORM MANHOLE AND ±20' NORTH OF THE END OF A GUARDRAIL. NORTHING=7030310.36 EASTING=2425575.38 ELEV=522.25 BENCH MARK LIST BEFORE YOU DIG, CALL DIG TESS 1-800-DIG-TESS !!WARNING!! EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES AND COORDINATE WITH CORRESPONDING COMPANY PRIOR TO CONSTRUCTION. ARCHITECT 5310 HARVEST HILL RD., SUITE 180 PROSS DESIGN GROUP INC. DALLAS, TX 75230 Contact: Mark Pross Tel: 972-759-1400 BGE, Inc. F-1046 LEGEND PROPERTY LINE EXISTING SANITARY SEWER AND MANHOLE EXISTING WATER AND FIRE HYDRANT SS PROPOSED SANITARY SEWER W PROPOSED WATER PROPOSED STORM LINE EASEMENT LINE EXISTING STORM LINE SS W W EXISTING GAS LINEGAS EXISTING OVERHEAD ELECTRICOHE PROPOSED GATE VALVE FIRE DEPARTMENT CONNECTION PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED MANHOLE PROPOSED DOMESTIC METER PROPOSED IRRIGATION METER PROPOSED GRATE INLET PROPOSED WYE INLET EXISTING UNDERGROUND ELECTRICUGE PROPOSED GAS LINEGAS PROPOSED CURB INLET POWER POLE STORM NOTES: 1.CONTRACTOR TO NOTIFY ENGINEER IF EXISTING CONDITIONS VARY FROM THOSE SHOWN. 2.REFER TO MEP AND ARCHITECTURAL PLANS FOR CONNECTION TO DOWNSPOUTS AT BUILDINGS AND FLOWLINES. 3.CONTRACTOR SHALL NOTIFY ENGINEER IF EXISTING FLOWLINE ELEVATIONS DO NOT MATCH THOSE SHOWN ON THE PLAN. 4.CONTRACTOR TO ADJUST MANHOLE RIM ELEVATIONS TO MATCH FINISH GRADE. 5.CONTRACTOR TO REMOVE SILT AND DEBRIS FROM END OF EXISTING STORM SEWER PRIOR TO MAKING CONNECTION. 6.REFER TO CITY OF COPPELL CONSTRUCTION DETAILS AND SPECIFICATIONS. 7.ALL UTILITY STUBS SHOWN SHALL BE PLUGGED 5' PAST PROPOSED PAVEMENT EDGE OR 5' OUTSIDE THE BUILDING. 8.REFER TO TCEQ DESIGN GUIDELINES FOR ALL UTILITY CROSSINGS. 7.5' SIDEWALK & UTILITY EASEMENT (VOL. 99172, PG. 16) D.R.D.C.T. DRAINAGE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. WATER LINE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. WATER LINE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. 20' HIKE AND BIKE TRAIL EASEMENT (VOL. 98043, PG. 1) D.R.D.C.T. 10' UTILITY EASEMENT (VOL. 82137, PG. 690) D.R.D.C.T. 10' UTILITY EASEMENT (VOL. 82137, PG. 690) D.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. EXISTING 10' DRAINAGE EASEMENT 7.384 Acres 321,659 Square Feet LOT 3R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T. LOT 1R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T. LOT 1R, BLOCK 1 IAAM HEADQUARTERS (INST. NO. 202000153484) O.P.R.D.C.T. BLOCK 1, LOT 2 GATEWAY BUSINESS PARK (VOL. 96129, PG. 3135) D.R.D.C.T. TRACT 1 SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200031715) O.P.R.D.C.T. SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200037650) O.P.R.D.C.T. BLOCK 1, LOT 1 GATEWAY BUSINESS PARK (VOL. 96129, PG. 3135) D.R.D.C.T. S 56° 3 8' 0 6" W 1 6 4. 3 9' S 68°2 3' 1 1 " W 1 6 0 . 8 7' S 69°2 6' 2 2 " W 7 8 . 8 7' S 70°4 2' 3 1 " W 5 6 . 4 9' S 73°54' 2 3 " W 1 0 4 . 9 8' S 75°29' 3 8 " W 1 9 9 . 7 5 'S 37°25'01" W 60.69' S 64° 3 3' 2 0 " W 9 5. 8 1'N 00°18'16" W 576.39'N 89°41'14" E 552.48' S 00°39'34" W 13.76' N 89°44'14" E 210.72'S 00°15'48" E 5.89'Δ=36°55'41"R=306.59'CB=S18°43'49"ECD=194.20'L=197.60' S 37°11'03" E 15.40' OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASWWWWWWWWW12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 6" SS 6" SS 6" SS 6" SS 8" SS8" SS8" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 12" SS12" SS12" SS12" SS12" SS12" SS12" SS12" SSWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWSSSSSSSSSSSSSSSSW W W W W W W W WWWW W SSVANNO PARKINGNO PARKINGNO PARKING T (FORMERLY KNOWN AS COTTON ROAD) (57.50-FOOT WIDE RIGHT-OF-WAY) FRITZ DRIVE FREEPORT PARKWAY(80-FOOT WIDE R IGHT-OF-WAY) I N T E R S T A T E H I G HW A Y 6 3 5 ( A L S O K N OW N A S L Y N D O N B . J O H N S O N F R E EW A Y ) ( V A R I A B L E W I D T H R I G H T - O F -W A Y )1+001+481+002+003+004+005+006+00 6+ 3 3 1+001+541+00 1+39 1+34 1+007+691+0 0 2+00 3+004+005+006+007+00PC: 1+48.36 PT: 3+54.92 STA: 1+39.32 STORM LINE A-1 INSTALL: 1 - 5' CURB INLET TC: 519.33 FL 18" OUT: 514.83 STA: 1+00.00 STORM LINE A INSTALL: 1 - DOUBLE WINGED HEADWALL FL 60" IN: 504.17 STA: 1+03.78 STORM LINE A STA: 1+00.00 STORM LINE A-1 INSTALL: 1 - 60" X 18" WYE FL 60" IN: 504.18 FL 18" IN: 505.68 FL 60" OUT: 504.18 STA: 2+27.65 STORM LINE A STA: 1+00.00 STORM LINE A-2 INSTALL: 1 - 60" X 18" WYE FL 60" IN: 504.55 FL 18" IN: 506.05 FL 60" OUT: 504.55 STA: 1+53.89 STORM LINE A-2 INSTALL: 1 - 5' CURB INLET TC: 520.64 FL 18" OUT: 516.14 STA: 3+47.60 STORM LINE A INSTALL: 2 - 60° BEND FL 60" IN: 504.94 FL 60" OUT: 504.91 STA: 6+20.50 STORM LINE A INSTALL: 2 - 50° BEND FL 60" IN: 505.76 FL 60" OUT: 505.76 STA: 6+33.31 STORM LINE A CONNECT TO EX. DUAL 60" RCP INSTALL: 2 - 3' x 5' FORTERRA PRECAST JUNCTION BOX WITH RISER AND MANHOLE FOR DUAL 60" RCP. FL 60" OUT: 505.80 STA: 1+00.00 STORM LINE B CONNECT TO EXISTING 60". CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. FL 36" IN: 504.96 STA: 1+48.36 STORM LINE B INSTALL: 1 - 45° BEND FL 36" IN: 505.32 FL 36" OUT: 505.32 STA: 3+00.44 STORM LINE B STA: 1+00.00 STORM LINE B-1 INSTALL: 1 - 36" X 24" WYE FL 36" IN: 506.46 FL 24" IN: 506.96 FL 36" OUT: 506.46 STA: 1+05.00 STORM LINE B-2 INSTALL: 1 - 45° BEND FL 18" IN: 509.12 FL 18" OUT: 509.12 STA: 1+48.17 STORM LINE B-2 INSTALL: 1 - 5' CURB INLET TC: 515.50 FL 18" OUT: 510.23 STA: 5+74.00 STORM LINE B INSTALL: 1 - 45° BEND FL 18" IN: 512.37 FL 18" OUT: 512.37 STA: 6+15.71 STORM LINE B INSTALL: 1 - 3' X 3' GRATE INLET TOP: 518.89 FL 18" IN: 513.04 FL 18" OUT: 513.04 STA: 6+92.21 STORM LINE B INSTALL: 1 - 3' X 3' GRATE INLET TOP: 518.89 FL 18" IN: 514.27 FL 18" OUT: 514.27 STA: 7+68.71 STORM LINE B INSTALL: 1 - 3' X 3' GRATE INLET TOP: 518.89 FL 18" OUT: 515.50 STA: 1+33.83 STORM LINE B-1 INSTALL: 1 - 5' CURB INLET TC: 513.54 FL 24" OUT: 508.39 STA: 3+79.80 STORM LINE B STA: 1+00.00 STORM LINE B-2 INSTALL: 1 - 24" X 18" WYE FL 24" IN: 508.74 FL 18" IN: 508.99 FL 24" OUT: 508.74 STA: 5+39.15 STORM LINE B INSTALL: 1 - 45° BEND FL 18" IN: 511.81 FL 18" OUT: 511.81 STA: 1+44.93 STORM LINE C INSTALL: 1 - 10' CURB INLET TC: 521.14 FL 24" OUT: 516.80 1+001+45 STA: 1+00.00 STORM LINE C CONNECT TO EXISTING 10' CURB INLET. INSTALL TRAFFIC RATED JUNCTION BOX. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. FL 24" IN: 516.70 FL 24" OUT: 516.70 STA: 2+53.06 STORM LINE B STA: 1+00.00 STORM DRAIN 1 INSTALL: 1 - 36" X 18" WYE FL 18" IN: 506.86 FL 36" IN: 506.11 FL 36" OUT: 506.11 STA: 3+84.80 STORM LINE B PIPE SIZE CHANGE FL 18" IN: 509.32 FL 24" OUT: 508.82 STA: 3+05.44 STORM LINE B PIPE SIZE CHANGE FL 24" IN: 507.54 FL 36" OUT: 506.54 SEE ROOF DRAIN PLAN. SHEET C6.1 SEE ROOF DRAIN PLAN. SHEET C6.1 SEE ROOF DRAIN PLAN. SHEET C6.1 0.22% 0.30%0.30%0.30%18.72%0.30% 23.27%1.61%1.61%1.61%1 . 6 1% 1.61% 1.6 1%4.22%0 .7 5 % 0 .7 5 %0.7 5 % 2.00%2.00%2.00%2.00% REVISIONS REV NO.DATE DESCRIPTION DESIGNED BY: DATE: PROJECT NUMBER: SHEET NO. 2595 Dallas Parkway, Suite 101 BGE, Inc. Frisco, TX 75034 TBPE Registration No. F-1046 Tel: 972-464-4800 ●www.bgeinc.com Copyright 2021 CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION CAUTION !!!SFLP HOLDINGSLOT 3R, BLOCK A!!CAUTION !! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities JTH JUNE 2021 CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY: 8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_STORM PLAN.dwg Jun 22, 2021-8:32am mnietoBGE, INC.NATERRA INTERNATIONALNKH 1250 S. FREEPORT PKWY. SFPLP HOLDINGS MANAGMENT LLC COPPELL, TEXAS 75019 OWNER/DEVELOPER Contact: Jin Song Tel: 817-403-0303 BM#1 "X" CUT SET ON CRUB, NORTH SIDE OF FRITZ DRIVE ±900' WEST OF THE CENTER LINE OF FREEPORT PARKWAY, ±70' WEST OF A FIRE HYDRANT AND ±10' SOUTH EAST OF A SLOW DOWN SIGN. NORTHING=7030476.91 EASTING=2424663.15 ELEV=522.40 BM#2 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE ±515' WEST OF THE CENTERLINE OF FREEPORT PARKWAY AND ±45' WEST OF A POWER POLE NORTHING=7030424.37 EASTING=2425062.84 ELEV=521.65 BM#3 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE, ±150' WEST OF THE CENTERLINE OF FREEPORT PARKWAY, ±70' WEST OF A POWER POLE AND ±70' WEST OF A NO PARKING SIGN. NORTHING=7030425.73 EASTING=2425429.21 ELEV=521.33 BM#4 "X" CUT SET ON SIDEWALK, WEST SIDE OF FREEPORT PARKWAY, ±20' NORTH OF A BRIDGE WALL, ±65' SOUTH OF A STORM MANHOLE AND ±20' NORTH OF THE END OF A GUARDRAIL. NORTHING=7030310.36 EASTING=2425575.38 ELEV=522.25 BENCH MARK LIST BEFORE YOU DIG, CALL DIG TESS 1-800-DIG-TESS !!WARNING!! EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES AND COORDINATE WITH CORRESPONDING COMPANY PRIOR TO CONSTRUCTION. ARCHITECT 5310 HARVEST HILL RD., SUITE 180 PROSS DESIGN GROUP INC. DALLAS, TX 75230 Contact: Mark Pross Tel: 972-759-1400 BGE, Inc. F-1046 C6.0STORM PLAN LEGEND PROPERTY LINE EXISTING SANITARY SEWER AND MANHOLE EXISTING WATER AND FIRE HYDRANT SS PROPOSED SANITARY SEWER W PROPOSED WATER PROPOSED STORM LINE EASEMENT LINE EXISTING STORM LINE SS W W EXISTING GAS LINEGAS EXISTING OVERHEAD ELECTRICOHE PROPOSED GATE VALVE FIRE DEPARTMENT CONNECTION PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED MANHOLE PROPOSED DOMESTIC METER PROPOSED IRRIGATION METER PROPOSED GRATE INLET PROPOSED WYE INLET EXISTING UNDERGROUND ELECTRICUGE PROPOSED GAS LINEGAS PROPOSED CURB INLET POWER POLE STORM NOTES: 1.CONTRACTOR TO NOTIFY ENGINEER IF EXISTING CONDITIONS VARY FROM THOSE SHOWN. 2.REFER TO MEP AND ARCHITECTURAL PLANS FOR CONNECTION TO DOWNSPOUTS AT BUILDINGS AND FLOWLINES. 3.CONTRACTOR SHALL NOTIFY ENGINEER IF EXISTING FLOWLINE ELEVATIONS DO NOT MATCH THOSE SHOWN ON THE PLAN. 4.CONTRACTOR TO ADJUST MANHOLE RIM ELEVATIONS TO MATCH FINISH GRADE. 5.CONTRACTOR TO REMOVE SILT AND DEBRIS FROM END OF EXISTING STORM SEWER PRIOR TO MAKING CONNECTION. 6.REFER TO CITY OF COPPELL CONSTRUCTION DETAILS AND SPECIFICATIONS. 7.ALL UTILITY STUBS SHOWN SHALL BE PLUGGED 5' PAST PROPOSED PAVEMENT EDGE OR 5' OUTSIDE THE BUILDING. 8.REFER TO TCEQ DESIGN GUIDELINES FOR ALL UTILITY CROSSINGS. 7.5' SIDEWALK & UTILITY EASEMENT (VOL. 99172, PG. 16) D.R.D.C.T. DRAINAGE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. WATER LINE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. WATER LINE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. 20' HIKE AND BIKE TRAIL EASEMENT (VOL. 98043, PG. 1) D.R.D.C.T. 10' UTILITY EASEMENT (VOL. 82137, PG. 690) D.R.D.C.T. 10' UTILITY EASEMENT (VOL. 82137, PG. 690) D.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. EXISTING 10' DRAINAGE EASEMENT 7.384 Acres 321,659 Square Feet LOT 3R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T. LOT 1R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T.10' BUILDING & PARKINGSETBACK(VOL. 99172, PG. 16)D.R.D.C.T.LOT 1R, BLOCK 1 IAAM HEADQUARTERS (INST. NO. 202000153484) O.P.R.D.C.T. BLOCK 1, LOT 2 GATEWAY BUSINESS PARK (VOL. 96129, PG. 3135) D.R.D.C.T. TRACT 1 SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200031715) O.P.R.D.C.T. SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200037650) O.P.R.D.C.T. BLOCK 1, LOT 1 GATEWAY BUSINESS PARK (VOL. 96129, PG. 3135) D.R.D.C.T. S 56° 3 8' 0 6" W 1 6 4. 3 9' S 68°2 3' 1 1 " W 1 6 0 . 8 7' S 69°2 6' 2 2 " W 7 8 . 8 7' S 70°4 2' 3 1 " W 5 6 . 4 9' S 73°54' 2 3 " W 1 0 4 . 9 8' S 75°29' 3 8 " W 1 9 9 . 7 5 'S 37°25'01" W 60.69' S 64° 3 3' 2 0 " W 9 5. 8 1'N 00°18'16" W 576.39'N 89°41'14" E 552.48' S 00°39'34" W 13.76' N 89°44'14" E 210.72'S 00°15'48" E 5.89'Δ=36°55'41"R=306.59'CB=S18°43'49"ECD=194.20'L=197.60' S 37°11'03" E 15.40' OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASWWWWWWWWW12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 12" WL 6" SS 6" SS 6" SS 6" SS 8" SS8" SS8" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 12" SS12" SS12" SS12" SS12" SS12" SS12" SS12" SSWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWSSSSSSSSSSSSSSSSW W W W W W W W WWWW W SSVANNO PARKINGNO PARKINGNO PARKING T (FORMERLY KNOWN AS COTTON ROAD) (57.50-FOOT WIDE RIGHT-OF-WAY) FRITZ DRIVE FREEPORT PARKWAY(80-FOOT WIDE R IGHT-OF-WAY) I N T E R S T A T E H I G HW A Y 6 3 5 ( A L S O K N OW N A S L Y N D O N B . J O H N S O N F R E EW A Y ) ( V A R I A B L E W I D T H R I G H T - O F -W A Y ) 1+00 2+00 3 + 0 0 1+002+00 STA: 1+04.85 STORM DRAIN 3 END 10" PVC 5' FROM BLDG. REF. MEP PLANS FOR CONTINUATION. FL 10" OUT: 513.00 STA: 1+94.70 STORM DRAIN 4 END 10" PVC 5' FROM BLDG. REF. MEP PLANS FOR CONTINUATION. FL 10" OUT: 513.00 STA: 1+03.05 STORM DRAIN 4-A END 10" PVC 5' FROM BLDG. REF. MEP PLANS FOR CONTINUATION. FL 10" OUT: 513.00 STA: 1+93.53 STORM DRAIN 4 INSTALL: 1 - 45° BEND FL 10" IN: 512.91 FL 10" OUT: 512.91 STA: 1+91.65 STORM DRAIN 4 INSTALL: 1 - 45° BEND FL 10" IN: 512.77 FL 10" OUT: 512.77 STA: 1+05.77 STORM DRAIN 1-D END 10" PVC 5' FROM BLDG. REF. MEP PLANS FOR CONTINUATION. FL 10" OUT: 512.00 STA: 3+03.36 STORM DRAIN 1 END 10" PVC 5' FROM BLDG. REF. MEP PLANS FOR CONTINUATION. FL 10" OUT: 511.60 STA: 3+00.86 STORM DRAIN 1 INSTALL: 1 - 45° BEND FL 10" IN: 511.55 FL 10" OUT: 511.55 STA: 2+97.32 STORM DRAIN 1 INSTALL: 1 - 45° BEND FL 10" IN: 511.48 FL 10" OUT: 511.48 STA: 1+03.28 STORM DRAIN 1-D INSTALL: 1 - 45° BEND FL 10" IN: 511.34 FL 10" OUT: 511.34 STA: 1+01.88 STORM DRAIN 4-A INSTALL: 1 - 45° BEND FL 10" IN: 511.28 FL 10" OUT: 511.28 STA: 1+06.01 STORM DRAIN 1-C END 10" PVC 5' FROM BLDG. REF. MEP PLANS FOR CONTINUATION. FL 10" OUT: 511.00 STA: 2+67.98 STORM DRAIN 1 PIPE SIZE CHANGE FL 10" IN: 510.90 FL 18" OUT: 510.23 STA: 2+62.98 STORM DRAIN 1 STA: 1+00.00 STORM DRAIN 1-D INSTALL: 1 - 18" X 10" WYE FL 18" IN: 510.13 FL 10" IN: 510.46 FL 18" OUT: 510.13 STA: 1+03.51 STORM DRAIN 1-C INSTALL: 1 - 45° BEND FL 10" IN: 510.32 FL 10" OUT: 510.32 STA: 1+06.01 STORM DRAIN 1-B END 10" PVC 5' FROM BLDG. REF. MEP PLANS FOR CONTINUATION. FL 10" OUT: 510.00 STA: 1+06.01 STORM DRAIN 1-A END 10" PVC 5' FROM BLDG. REF. MEP PLANS FOR CONTINUATION. FL 10" OUT: 510.00 STA: 2+51.45 STORM DRAIN 2 END 10" PVC 5' FROM BLDG. REF. MEP PLANS FOR CONTINUATION. FL 10" OUT: 510.00 STA: 1+06.11 STORM DRAIN 2-C END 10" PVC 5' FROM BLDG. REF. MEP PLANS FOR CONTINUATION. FL 10" OUT: 510.00 STA: 1+06.11 STORM DRAIN 2-B END 10" PVC 5' FROM BLDG. REF. MEP PLANS FOR CONTINUATION. FL 10" OUT: 510.00 STA: 1+06.12 STORM DRAIN 2-A END 10" PVC 5' FROM BLDG. REF. MEP PLANS FOR CONTINUATION. FL 10" OUT: 510.00 STA: 2+48.95 STORM DRAIN 2 INSTALL: 1 - 45° BEND FL 10" IN: 509.93 FL 10" OUT: 509.93 STA: 2+45.41 STORM DRAIN 2 INSTALL: 1 - 45° BEND FL 10" IN: 509.83 FL 10" OUT: 509.83 STA: 2+07.56 STORM DRAIN 1 STA: 1+00.00 STORM DRAIN 1-C INSTALL: 1 - 18" X 10" WYE FL 18" IN: 509.02 FL 10" IN: 509.35 FL 18" OUT: 509.02 STA: 1+03.82 STORM DRAIN 2-C INSTALL: 1 - 45° BEND FL 10" IN: 509.41 FL 10" OUT: 509.41 STA: 1+03.51 STORM DRAIN 1-B INSTALL: 1 - 45° BEND FL 10" IN: 509.31 FL 10" OUT: 509.31 STA: 1+45.07 STORM DRAIN 4 PIPE SIZE CHANGE FL 18" OUT: 508.57 STA: 1+03.51 STORM DRAIN 1-A INSTALL: 1 - 45° BEND FL 10" IN: 508.93 FL 10" OUT: 508.93 STA: 1+40.07 STORM DRAIN 4 STA: 1+00.00 STORM DRAIN 4-A INSTALL: 1 - 18" X 10" WYE FL 18" IN: 508.20 FL 10" IN: 508.53 FL 18" OUT: 508.20 STA: 1+03.82 STORM DRAIN 2-B INSTALL: 1 - 45° BEND FL 10" IN: 508.79 FL 10" OUT: 508.79 STA: 1+57.31 STORM DRAIN 1 STA: 1+00.00 STORM DRAIN 1-B INSTALL: 1 - 18" X 10" WYE FL 18" IN: 508.01 FL 10" IN: 508.34 FL 18" OUT: 508.01 STA: 1+95.54 STORM DRAIN 2 STA: 1+00.00 STORM DRAIN 2-C INSTALL: 1 - 10" X 10" WYE FL 10" IN: 508.42 FL 10" IN: 508.42 FL 10" OUT: 508.42 STA: 1+03.83 STORM DRAIN 2-A INSTALL: 1 - 45° BEND FL 10" IN: 508.35 FL 10" OUT: 508.35 STA: 1+11.84 STORM DRAIN 1 STA: 1+00.00 STORM DRAIN 1-A INSTALL: 1 - 18" X 10" WYE FL 18" IN: 507.10 FL 10" IN: 507.43 FL 18" OUT: 507.10 STA: 1+11.12 STORM DRAIN 1 INSTALL: 1 - 45° BEND FL 18" IN: 507.08 FL 18" OUT: 507.08 STA: 1+54.71 STORM DRAIN 2 PIPE SIZE CHANGE FL 10" IN: 507.26 FL 18" OUT: 506.59 STA: 1+49.71 STORM DRAIN 2 STA: 1+00.00 STORM DRAIN 2-B INSTALL: 1 - 18" X 10" WYE FL 18" IN: 506.45 FL 10" IN: 506.78 FL 18" OUT: 506.45 STA: 1+03.39 STORM DRAIN 4 INSTALL: 1 - 45° BEND FL 18" IN: 505.42 FL 18" OUT: 505.42 STA: 1+07.68 STORM DRAIN 2 STA: 1+00.00 STORM DRAIN 2-A INSTALL: 1 - 18" X 10" WYE FL 18" IN: 505.26 FL 10" IN: 505.59 FL 18" OUT: 505.26 STA: 1+00.00 STORM DRAIN 4 CONNECT TO EXISTING 60". CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. FL 18" IN: 505.16 STA: 1+03.85 STORM DRAIN 2 INSTALL: 1 - 45° BEND FL 18" IN: 505.15 FL 18" OUT: 505.15 STA: 1+00.00 STORM DRAIN 2 CONNECT TO EXISTING 60". CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. FL 18" IN: 505.04 STA: 1+00.00 STORM DRAIN 3 CONNECT TO EXISTING 60". CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. FL 10" IN: 505.16 STA: 2+53.06 STORM LINE B STA: 1+00.00 STORM DRAIN 1 INSTALL: 1 - 36" X 18" WYE FL 18" IN: 506.86 FL 36" IN: 506.11 FL 36" OUT: 506.11 REVISIONS REV NO.DATE DESCRIPTION DESIGNED BY: DATE: PROJECT NUMBER: SHEET NO. 2595 Dallas Parkway, Suite 101 BGE, Inc. Frisco, TX 75034 TBPE Registration No. F-1046 Tel: 972-464-4800 ●www.bgeinc.com Copyright 2021 CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION CAUTION !!!SFLP HOLDINGSLOT 3R, BLOCK A!!CAUTION !! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities JTH JUNE 2021 CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY: 8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_ROOF DRAIN PLAN.dwg Jun 22, 2021-8:33am mnietoBGE, INC.NATERRA INTERNATIONALNKH 1250 S. FREEPORT PKWY. SFPLP HOLDINGS MANAGMENT LLC COPPELL, TEXAS 75019 OWNER/DEVELOPER Contact: Jin Song Tel: 817-403-0303 BM#1 "X" CUT SET ON CRUB, NORTH SIDE OF FRITZ DRIVE ±900' WEST OF THE CENTER LINE OF FREEPORT PARKWAY, ±70' WEST OF A FIRE HYDRANT AND ±10' SOUTH EAST OF A SLOW DOWN SIGN. NORTHING=7030476.91 EASTING=2424663.15 ELEV=522.40 BM#2 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE ±515' WEST OF THE CENTERLINE OF FREEPORT PARKWAY AND ±45' WEST OF A POWER POLE NORTHING=7030424.37 EASTING=2425062.84 ELEV=521.65 BM#3 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE, ±150' WEST OF THE CENTERLINE OF FREEPORT PARKWAY, ±70' WEST OF A POWER POLE AND ±70' WEST OF A NO PARKING SIGN. NORTHING=7030425.73 EASTING=2425429.21 ELEV=521.33 BM#4 "X" CUT SET ON SIDEWALK, WEST SIDE OF FREEPORT PARKWAY, ±20' NORTH OF A BRIDGE WALL, ±65' SOUTH OF A STORM MANHOLE AND ±20' NORTH OF THE END OF A GUARDRAIL. NORTHING=7030310.36 EASTING=2425575.38 ELEV=522.25 BENCH MARK LIST BEFORE YOU DIG, CALL DIG TESS 1-800-DIG-TESS !!WARNING!! EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES AND COORDINATE WITH CORRESPONDING COMPANY PRIOR TO CONSTRUCTION. ARCHITECT 5310 HARVEST HILL RD., SUITE 180 PROSS DESIGN GROUP INC. DALLAS, TX 75230 Contact: Mark Pross Tel: 972-759-1400 BGE, Inc. F-1046 C6.1ROOF DRAIN PLAN STORM LINE A 490 495 500 505 510 515 520 525 530 490 495 500 505 510 515 520 525 530 0+50 1+00 2+00 3+00 4+00 5+00 6+00 6+50 STORM LINE A-1 495 500 505 510 515 520 525 530 535 495 500 505 510 515 520 525 530 535 0+50 1+00 1+50 STORM LINE A-2 495 500 505 510 515 520 525 530 535 495 500 505 510 515 520 525 530 535 0+50 1+00 2+00FL 60" (IN)=504.17FL 60" (OUT)=504.18FL 60" (IN)=504.18FL 18" (IN)=505.68DUAL 60" RCP @ 0.30%FL 60" (IN)=504.55FL 18" (IN)=506.05FL 60" (OUT)=504.55FL 60" (IN)=505.76FL 60" (OUT)=505.76FL 60" (OUT)=505.80FL 60" (IN)=504.94FL 60" (OUT)=504.9118" RCP @ 23.27%FL 18" (OUT)=514.83FL 60" (IN)=504.18FL 18" (IN)=505.68FL 60" (OUT)=504.1818" RCP @ 18.72%FL 18" (OUT)=516.14FL 60" (IN)=504.55FL 18" (IN)=506.05FL 60" (OUT)=504.55STA: 6+20.50 STORM LINE AINSTALL:2 - 50° BENDSTA: 6+33.31 STORM LINE ACONNECT TO EX. DUAL 60" RCPINSTALL:2 - 3' x 5' FORTERRA PRECASTJUNCTION BOX WITH RISER ANDMANHOLE FOR DUAL 60" RCP.STA: 3+47.60 STORM LINE AINSTALL:2 - 60° BENDSTA: 2+27.65 STORM LINE ASTA: 1+00.00 STORM LINE A-2INSTALL:1 - 60" X 18" WYESTA: 1+00.00 STORM LINE AINSTALL:1 - DOUBLE WINGEDHEADWALLSTA: 1+03.78 STORM LINE ASTA: 1+00.00 STORM LINE A-1INSTALL:1 - 60" X 18" WYEDUAL 60" RCP @ 0.30%18" RCP @ 23.27%STA: 1+39.32 STORM LINE A-1INSTALL:1 - 5' CURB INLETSTA: 1+03.78 STORM LINE ASTA: 1+00.00 STORM LINE A-1INSTALL:1 - 60" X 18" WYE18" RCP @ 18.72%STA: 1+53.89 STORM LINE A-2INSTALL:1 - 5' CURB INLETSTA: 2+27.65 STORM LINE ASTA: 1+00.00 STORM LINE A-2INSTALL:1 - 60" X 18" WYEFLOW PARTIAL FLOW PARTIAL Q100=3.12 cfs Qcap=45.45 cfs V100=1.76 fps Sf=0.0009 ft/ft Q100=1.20 cfs Qcap=50.67 cfs V100=0.68 fps Sf=0.0001 ft/ft Q100=226.08 cfs Qcap=285.30 cfs V100=5.76 fps Sf=0.0075 ft/ft Q100=226.08 cfs Qcap=285.30 cfs V100=5.76 fps Sf=0.0075 ft/ft Q100=229.20 cfs Qcap=285.30 cfs V100=5.84 fps Sf=0.0077 ft/ft Q100=226.08 cfs Qcap=285.30 cfs V100=5.76 fps Sf=0.0075 ft/ft Q100=230.40 cfs Qcap=285.30 cfs V100=5.87 fps Sf=0.0078 ft/ft WATER CROSSING STA:2+67.29 FL:517.00 6.81'PROPOSED GRADE CL OF PIPE EXISTING GRADE CL OF PIPE PROPOSED GRADE CL OF PIPE EXISTING GRADE CL OF PIPE HGL HGL PROPOSED GRADE CL OF PIPE HGL EXISTING GRADE CL OF PIPE EXISTING GRADE CL OF PIPE PROPOSED GRADE CL OF PIPE HGLHGL: 512.50HGL: 512.51HGL: 512.61HGL: 512.85HGL: 513.19HGL: 513.42HGL: 513.68HGL: 514.19HGL: 514.37HGL: 514.39HGL: 512.61HGL: 512.61HGL: 513.19HGL: 513.24STORM LINE B 495 500 505 510 515 520 525 530 535 495 500 505 510 515 520 525 530 535 0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00FL 18" (IN)=511.81FL 18" (OUT)=511.81FL 18" (IN)=512.37FL 18" (OUT)=512.37FL 18" (IN)=513.04FL 18" (OUT)=513.04FL 18" (IN)=514.27FL 18" (OUT)=514.27FL 36" (IN)=504.96FL 36" (IN)=505.32FL 36" (OUT)=505.3236" RCP @ 0.75%FL 36" (IN)=506.46FL 24" (IN)=506.96FL 36" (OUT)=506.4618" RCP @ 1 . 6 1 %FL 24" (IN)=508.74FL 18" (IN)=508.99FL 24" (OUT)=508.74FL 18" (OUT)=515.50STA: 5+39.15 STORM LINE BINSTALL:1 - 45° BENDSTA: 5+74.00 STORM LINE BINSTALL:1 - 45° BENDSTA: 6+15.71 STORM LINE BINSTALL:1 - 3' X 3' GRATE INLETSTA: 6+92.21 STORM LINE BINSTALL:1 - 3' X 3' GRATE INLETSTA: 1+00.00 STORM LINE BCONNECT TO EXISTING60". CONTRACTOR TOVERIFY HORIZONTAL ANDVERTICAL LOCATION PRIORTO CONSTRUCTION.STA: 1+48.36 STORM LINE BINSTALL:1 - 45° BENDPC36" RCP @ 0.75%STA: 3+00.44 STORM LINE BSTA: 1+00.00 STORM LINE B-1INSTALL:1 - 36" X 24" WYESTA: 3+79.80 STORM LINE BSTA: 1+00.00 STORM LINE B-2INSTALL:1 - 24" X 18" WYESTA: 7+68.71 STORM LINE BINSTALL:1 - 3' X 3' GRATE INLETSTA: 3+54.92 STORM LINE BPT Q100=5.43 cfs Qcap=13.33 cfs V100=3.08 fps Sf=0.0027 ft/ft Q100=6.13 cfs Qcap=13.33 cfs V100=3.47 fps Sf=0.0034 ft/ft Q100=8.92 cfs Qcap=13.33 cfs V100=5.05 fps Sf=0.0072 ft/ft Q100=8.92 cfs Qcap=13.33 cfs V100=5.05 fps Sf=0.0072 ft/ft Q100=10.52 cfs Qcap=28.70 cfs V100=3.35 fps Sf=0.0022 ft/ft Q100=29.54 cfs Qcap=57.76 cfs V100=4.18 fps Sf=0.0020 ft/ft Q100=29.54 cfs Qcap=57.76 cfs V100=4.18 fps Sf=0.0020 ft/ft WATER CROSSING STA:1+34.01 FL:510.56 2.00'18" RCP @ 1 . 6 1 % Q100=8.92 cfs Qcap=13.33 cfs V100=5.05 fps Sf=0.0072 ft/ft PROPOSED GRADE CL OF PIPE EXISTING GRADE CL OF PIPE PROPOSED GRADE CL OF PIPE EXISTING GRADE CL OF PIPE FL 18" (IN)=506.86FL 36" (IN)=506.11FL 36" (OUT)=506.11 Q100=17.64 cfs Qcap=57.76 cfs V100=2.49 fps Sf=0.0007 ft/ftSTA: 2+53.06 STORM LINE BSTA: 1+00.00 STORM DRAIN 1INSTALL:1 - 36" X 18" WYESTA: 3+05.44 STORM LINE BPIPE SIZE CHANGEFL 36" (OUT)=506.54FL 24" (IN)=507.54FL 24" (OUT)=508.82FL 18" (IN)=509.32STA: 3+84.80 STORM LINE BPIPE SIZE CHANGEFLOW PARTIAL HGL HGLHGL: 512.50HGL: 512.59HGL: 512.73HGL: 512.93HGL: 513.17HGL: 513.20HGL: 513.30HGL: 513.48HGL: 513.74HGL: 514.88HGL: 515.08HGL: 515.33HGL: 515.47HGL: 515.77HGL: 515.91HGL: 516.16HGL: 516.28HGL: 516.3224" RCP @ 1 . 6 1 % STORM LINE B-1 490 495 500 505 510 515 520 525 530 490 495 500 505 510 515 520 525 530 0+50 1+00 1+50 24" R C P @ 4. 2 2 %FL 24" (OUT)=508.39FL 36" (IN)=506.46FL 24" (IN)=506.96FL 36" (OUT)=506.46STA: 1+33.83 STORM LINE B-1INSTALL:1 - 5' CURB INLETTC: 513.54STA: 3+00.44 STORM LINE BSTA: 1+00.00 STORM LINE B-1INSTALL:1 - 36" X 24" WYE Q100=7.11 cfs Qcap=46.47 cfs V100=2.26 fps Sf=0.0010 ft/ft 2.00'WATER CROSSING STA:1+11.53 FL:504.51 PROPOSED GRADE CL OF PIPE EXISTING GRADE CL OF PIPE HGL HGL: 513.30HGL: 513.34STORM LINE B-2 495 500 505 510 515 520 525 530 535 495 500 505 510 515 520 525 530 535 0+50 1+00 2+00 18" RCP @ 2 . 5 8 %FL 18" (OUT)=509.12FL 18" (IN)=509.12FL 18" (OUT)=510.23FL 24" (IN)=508.74FL 18" (IN)=508.99FL 24" (OUT)=508.74STA: 1+05.00 STORM LINE B-2INSTALL:1 - 45° BENDSTA: 1+48.17 STORM LINE B-2INSTALL:1 - 5' CURB INLETTC: 515.50STA: 3+79.80 STORM LINE BSTA: 1+00.00 STORM LINE B-2INSTALL:1 - 24" X 18" WYE Q100=1.60 cfs Qcap=16.87 cfs V100=0.90 fps Sf=0.0002 ft/ft WATER CROSSING STA:1+10.67 FL:506.352.02' Q100=1.60 cfs Qcap=16.87 cfs V100=0.90 fps Sf=0.0002 ft/ft PROPOSED GRADE CL OF PIPE EXISTING GRADE CL OF PIPE HGL HGL: 513.74HGL: 513.74HGL: 513.84HGL: 513.85REVISIONS REV NO.DATE DESCRIPTION DESIGNED BY: DATE: PROJECT NUMBER: SHEET NO. 2595 Dallas Parkway, Suite 101 BGE, Inc. Frisco, TX 75034 TBPE Registration No. F-1046 Tel: 972-464-4800 ●www.bgeinc.com Copyright 2021 CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION CAUTION !!!SFLP HOLDINGSLOT 3R, BLOCK A!!CAUTION !! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities JTH JUNE 2021 CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY: 8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_STORM PROFILES.dwg Jun 22, 2021-8:33am mnietoBGE, INC.NATERRA INTERNATIONALNKH 1250 S. FREEPORT PKWY. SFPLP HOLDINGS MANAGMENT LLC COPPELL, TEXAS 75019 OWNER/DEVELOPER Contact: Jin Song Tel: 817-403-0303 ARCHITECT 5310 HARVEST HILL RD., SUITE 180 PROSS DESIGN GROUP INC. DALLAS, TX 75230 Contact: Mark Pross Tel: 972-759-1400 BGE, Inc. F-1046 C6.2STORM PROFILES1:4 V 1:40 H REVISIONS REV NO.DATE DESCRIPTION DESIGNED BY: DATE: PROJECT NUMBER: SHEET NO. 2595 Dallas Parkway, Suite 101 BGE, Inc. Frisco, TX 75034 TBPE Registration No. F-1046 Tel: 972-464-4800 ●www.bgeinc.com Copyright 2021 CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION CAUTION !!!SFLP HOLDINGSLOT 3R, BLOCK A!!CAUTION !! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities JTH JUNE 2021 CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY: 8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_STORM CALCULATIONS.dwg Jun 22, 2021-8:33am mnietoBGE, INC.NATERRA INTERNATIONALNKH 1250 S. FREEPORT PKWY. SFPLP HOLDINGS MANAGMENT LLC COPPELL, TEXAS 75019 OWNER/DEVELOPER Contact: Jin Song Tel: 817-403-0303 ARCHITECT 5310 HARVEST HILL RD., SUITE 180 PROSS DESIGN GROUP INC. DALLAS, TX 75230 Contact: Mark Pross Tel: 972-759-1400 BGE, Inc. F-1046 C6.3STORM CALCULATIONSCURB INLET CALCULATIONS WYE INLET CALCULATIONS DUAL285.30 285.30 285.30 285.30 285.30 DUAL DUAL DUAL DUAL 226.08 226.08 226.08 229.20 230.40 LEGEND PROPERTY LINE EXISTING SANITARY SEWER AND MANHOLE EXISTING WATER AND FIRE HYDRANT SS PROPOSED SANITARY SEWER W PROPOSED WATER PROPOSED STORM LINE EASEMENT LINE EXISTING STORM LINE SS W W EXISTING GAS LINEGAS EXISTING OVERHEAD ELECTRICOHE PROPOSED GATE VALVE FIRE DEPARTMENT CONNECTION PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED MANHOLE PROPOSED DOMESTIC METER PROPOSED IRRIGATION METER PROPOSED GRATE INLET PROPOSED WYE INLET EXISTING UNDERGROUND ELECTRICUGE PROPOSED GAS LINEGAS PROPOSED CURB INLET POWER POLE UTILITY NOTES: 1.CONTRACTOR TO NOTIFY ENGINEER IF EXISTING CONDITIONS VARY FROM THOSE SHOWN. 2.REFER TO MEP AND ARCHITECTURAL PLANS FOR CONNECTION TO DOWNSPOUTS AT BUILDINGS AND FLOWLINES. 3.CONTRACTOR SHALL NOTIFY ENGINEER IF EXISTING FLOWLINE ELEVATIONS DO NOT MATCH THOSE SHOWN ON THE PLAN. 4.CONTRACTOR TO ADJUST MANHOLE RIM ELEVATIONS TO MATCH FINISH GRADE. 5.CONTRACTOR TO REMOVE SILT AND DEBRIS FROM END OF EXISTING STORM SEWER PRIOR TO MAKING CONNECTION. 6.REFER TO CITY OF COPPELL CONSTRUCTION DETAILS AND SPECIFICATIONS. 7.ALL UTILITY STUBS SHOWN SHALL BE PLUGGED 5' PAST PROPOSED PAVEMENT EDGE OR 5' OUTSIDE THE BUILDING. 8.REFER TO TCEQ DESIGN GUIDELINES FOR ALL UTILITY CROSSINGS. 9.A 5-FOOT CLEARANCE SHALL BE MAINTAINED AROUND ALL FIRE HYDRANTS. 10.FIRE SPRINKLER LINE SHALL BE SIZED AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR. 11.ALL WATER METERS SHALL BE LOCATED IN LANDSCAPE AREAS. 12.WATER TO HAVE A MINIMUM 4' OF COVER. 15' T.X.U. ELECTRIC COMPANY EASEMENT (VOL. 99172, PG. 16) D.R.D.C.T. DRAINAGE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. 10' SANITARY SEWER EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. T.P. & L. EASEMENT (VOL. 71159, PG. 743) D.R.D.C.T. T.P. & L. EASEMENT (VOL. 71159, PG. 743) D.R.D.C.T.VANNO PARKINGNO PARKINGNO PARKING TWWW WWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWSSSSSSSSSSSSSSSSGASGASGASGASGASGASW W W W W W W W WWWW W SS7.384 Acres 321,659 Square Feet LOT 3R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T. SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200037650) O.P.R.D.C.T. S 56° 3 8' 0 6" W 1 6 4. 3 9' S 68°2 3' 1 1 " W 1 6 0. 8 7' S 69°2 6' 2 2 " W 7 8 . 8 7' S 70°4 2' 3 1 " W 5 6 . 4 9' S 73°54 ' 2 3 " W 1 0 4 . 9 8 ' S 75°29' 3 8 " W 1 9 9 . 7 5 'S 37°25'01" W 60.69'S 64° 3 3' 2 0 " W 9 5. 8 1'N 00°18'16" W 576.39'N 89°41'14" E 552.48' S 00°39'34" W 13.76' N 89°44'14" E 210.72'S 00°15'48" E 5.89'Δ=36°55'41"R=306.59'CB=S18°43'49"ECD=194.20'L=197.60'S 37°11'03" E 15.40' LP LP LP LP LP LP IRR. WM WM 1 2 EXISTING HEADWALL PROPOSED HEADWALL EXISTING 60" RCP EX. STORM EX. STORMEX. STORM EX. STORM EXISTING 60" RCP PROPOSED TRANSFORMER1+002+003+004+005+006+00 7+00 8+00 9+00 10+00 11+00 12+0013+0014+0015+0015+37PC: 7+70.34 PT: 9+97.71 FRITZ DRIVE (FORMERLY KNOWN AS COTTON ROAD) (57.50-FOOT WIDE RIGHT-OF-WAY)FREEPORT PARKWAY(80-FOOT W IDE R IGHT-OF-WAY ) ( A L S O K N OW N A S L Y N D O N B . J O H N S O N F R E EW A Y ) ( V A R I A B L E W I D T H R I G H T - O F -W A Y ) I N T E R S T A T E H I G HW A Y 6 3 5 1+00 WATER LINE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. WATER LINE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. PROPOSED GAS METER PROPOSED GAS LINE 1+00 2+00 3+00 4+00 5+00 5+76 ±55 LF OF BORE UNDER FRITZ DRIVE !!!CAUTION!!! WATER AND STORM CROSSING PER TCEQ STANDARDS ±75 LF OF BORE UNDER FRITZ DRIVE ±65 LF OF BORE UNDER FRITZ DRIVE FDC (REF. CITY OF COPPELL STD. DTL. 4170) 8 "W A T E R L I N E A 8" WATER LINE A8" WATER LINE A8" WATER LINE A8" WA T E R L I N E A WATER LINE A STA: 1+00 CONNECT TO EXISTING 12" WATER. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION. INSTALL: 1 - 12" X 8" TAPPING SLEEVE AND VALVE WATER LINE A STA: 15+37.42 CONNECT TO EXISTING 12" WATER. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION. INSTALL: 1 - 12" X 8" TAPPING SLEEVE AND VALVE WATER LINE A STA: 14+49.63 INSTALL: 1 - DOUBLE DETECTOR CHECK VALVE. REF. CITY OF COPPELL STD. DTL. 4165 WATER LINE A STA: 1+79.58 INSTALL: 1 - 2" DOMESTIC SERVICE 1 - 2" DOMESTIC METER 2 - 45° BENDS REF. CITY OF COPPELL STD. DTL. 4150 ±139 LF OF 2" SERVICE. END 5' FROM BLDG. REF. MEP PLANS FOR CONTINUATION. WATER LINE A STA: 2+07.18 INSTALL: 1 - 8" X 8" TEE 2 - 8" GATE VALVE ±137 LF OF 8" FIRE SERVICE END 8" FIRE SERVICE 5' FROM BLDG. REF. MEP PLANS FOR CONTINUATION. WATER LINE A STA: 2+15.11 INSTALL: 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - FH ASSEMBLY REF. CITY OF COPPELL STD. DTL. 4120 (TYP.) WATER LINE A STA: 2+26.80 INSTALL: 1 - 45° BEND WATER LINE A STA: 2+78.68 INSTALL: 1 - 45° BEND WATER LINE A STA: 4+68.42 INSTALL: 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - FH ASSEMBLY REF. CITY OF COPPELL STD. DTL. 4120 (TYP.) WATER LINE A STA: 5+42.75 INSTALL: 1 - 45° BEND WATER LINE A STA: 5+71.27 INSTALL: 1 - 45° BEND WATER LINE A STA: 7+53.45 INSTALL: 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - FH ASSEMBLY REF. CITY OF COPPELL STD. DTL. 4120 (TYP.) WATER LINE A STA: 10+38.55 INSTALL: 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - FH ASSEMBLY REF. CITY OF COPPELL STD. DTL. 4120 (TYP.) WATER LINE A STA: 11+83.08 INSTALL: 1 - 22.5° BEND WATER LINE A STA: 12+48.65 INSTALL: 1 - 45° BEND WATER LINE A STA: 13+32.71 INSTALL: 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - FH ASSEMBLY REF. CITY OF COPPELL STD. DTL. 4120 (TYP.) STA: 1+90.61 SEWER LINE A STA: 1+00.00 SEWER LINE A-1 INSTALL: 1 - 4' DIA MH REF. CITY OF COPPELL STD. DTL. 5020 OR 5030 RIM: 524.00 FL 8" (IN) (E): 515.85 FL 8" (IN) (S): 515.85 FL 8" (OUT) (W): 515.65 SEWER LINE A-1 STA: 1+04.37 END 8" SEWER WITH CLEANOUT 5' FROM BLDG. REF. MEP PLANS FOR CONTINUATION FL 8" (OUT) (N): 516.00 SEWER LINE A STA: 5+76.09 END 8" SEWER WITH CLEANOUT 5' FROM BLDG. REF. MEP PLANS FOR CONTINUATION FL 8" (OUT) (W): 519.32 WATER LINE A STA: 1+87.42 INSTALL: 1 - 2" IRRIGATION METER 1 - 2" IRRIGATION PD METER WITH BACKFLOW PREVENTION REF. CITY OF COPPELL STD. DTL. 4155 WATER LINE A STA: 1+98.68 INSTALL: 1 - 8" DOUBLE DETECTOR CHECK VALVE. REF. CITY OF COPPELL STD. DTL. 4165 SEWER LINE A STA: 1+00 CONNECT TO EXISTING 4' DIA MH. ADJUST TO FINISH GRADE. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. FL 8" (OUT) (N): 514.70 FL 8" (IN) (E): 514.80 8" SEWER @ 0.94%8" SEWER @ 0.90% 8" SEWER @ 3.43% WATER METER SCHEDULE SIZE NO.TYPEID NO. IRRIGATION (PD METER) 2" 1 2 1 1 PROPOSED PROPOSED 2" DOMESTIC (PD METER) C7.0UTILITY PLANREVISIONS REV NO.DATE DESCRIPTION DESIGNED BY: DATE: PROJECT NUMBER: SHEET NO. 2595 Dallas Parkway, Suite 101 BGE, Inc. Frisco, TX 75034 TBPE Registration No. F-1046 Tel: 972-464-4800 ●www.bgeinc.com Copyright 2021 CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION CAUTION !!!SFLP HOLDINGSLOT 3R, BLOCK A!!CAUTION !! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities JTH JUNE 2021 CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY: 8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_UTILITY PLAN.dwg Jun 22, 2021-8:34am mnietoBGE, INC.NATERRA INTERNATIONALNKH 1250 S. FREEPORT PKWY. SFPLP HOLDINGS MANAGMENT LLC COPPELL, TEXAS 75019 OWNER/DEVELOPER Contact: Jin Song Tel: 817-403-0303 BM#1 "X" CUT SET ON CRUB, NORTH SIDE OF FRITZ DRIVE ±900' WEST OF THE CENTER LINE OF FREEPORT PARKWAY, ±70' WEST OF A FIRE HYDRANT AND ±10' SOUTH EAST OF A SLOW DOWN SIGN. NORTHING=7030476.91 EASTING=2424663.15 ELEV=522.40 BM#2 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE ±515' WEST OF THE CENTERLINE OF FREEPORT PARKWAY AND ±45' WEST OF A POWER POLE NORTHING=7030424.37 EASTING=2425062.84 ELEV=521.65 BM#3 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE, ±150' WEST OF THE CENTERLINE OF FREEPORT PARKWAY, ±70' WEST OF A POWER POLE AND ±70' WEST OF A NO PARKING SIGN. NORTHING=7030425.73 EASTING=2425429.21 ELEV=521.33 BM#4 "X" CUT SET ON SIDEWALK, WEST SIDE OF FREEPORT PARKWAY, ±20' NORTH OF A BRIDGE WALL, ±65' SOUTH OF A STORM MANHOLE AND ±20' NORTH OF THE END OF A GUARDRAIL. NORTHING=7030310.36 EASTING=2425575.38 ELEV=522.25 BENCH MARK LIST BEFORE YOU DIG, CALL DIG TESS 1-800-DIG-TESS !!WARNING!! EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES AND COORDINATE WITH CORRESPONDING COMPANY PRIOR TO CONSTRUCTION. ARCHITECT 5310 HARVEST HILL RD., SUITE 180 PROSS DESIGN GROUP INC. DALLAS, TX 75230 Contact: Mark Pross Tel: 972-759-1400 BGE, Inc. F-1046 SEWER LINE A 500 505 510 515 520 525 530 535 540 500 505 510 515 520 525 530 535 540 0+50 1+00 2+00 3+00 4+00 5+00 6+00 8" SDR-35 @ 0.90%FL 8" (OUT)=519.328" SDR-35 @ 0.90%FL 8" (IN)=515.85FL 8" (IN)=515.85FL 8" (OUT)=515.65STA: 5+76.09 SEWER LINE AEND 8" SEWER WITH CLEANOUT5' FROM BLDG. REF. MEPPLANS FOR CONTINUATIONRIM: 520.05STA: 1+90.61 SEWER LINE AINSTALL:1 - 4' DIA MHREF. CITY OF COPPELLSTD. DTL. 5020 OR 5030RIM: 524.008" SDR-35 @ 0.90% EXISTING GRADE CL OF PIPE PROPOSED GRADE CL OF PIPE FL 8" (IN)=514.80FL EX 6" (IN)=514.80FL EX 8" (OUT)=514.708" SDR-35 @ 0.94%STA: 1+00.00 SEWER LINE ACONNECT TO EXISTING4' DIA MH. ADJUST TO FINISHGRADE. CONTRACTOR TOFIELD VERIFY HORIZONTALAND VERTICAL LOCATION PRIORTO CONSTRUCTION.RIM: 523.00SEWER LINE A-1 500 505 510 515 520 525 530 535 540 500 505 510 515 520 525 530 535 540 0+50 1+00 1+50 8" SDR-35 @ 3.43%FL 8" (OUT)=516.00FL 8" W(OUT)=515.65FL 8"E(IN)=515.85FL 8"S(IN)=515.85STA: 1+04.37 SEWER LINE A-1END 8" SEWER WITH CLEANOUT5' FROM BLDG. REF. MEPPLANS FOR CONTINUATIONRIM: 516.73STA: 1+90.61 SEWER LINE AINSTALL:1 - 4' DIA MHREF. CITY OF COPPELLSTD. DTL. 5020 OR 5030RIM: 524.00EXISTING GRADE CL OF PIPE PROPOSED GRADE CL OF PIPE REVISIONS REV NO.DATE DESCRIPTION DESIGNED BY: DATE: PROJECT NUMBER: SHEET NO. 2595 Dallas Parkway, Suite 101 BGE, Inc. Frisco, TX 75034 TBPE Registration No. F-1046 Tel: 972-464-4800 ●www.bgeinc.com Copyright 2021 CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION CAUTION !!!SFLP HOLDINGSLOT 3R, BLOCK A!!CAUTION !! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities JTH JUNE 2021 CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY: 8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_UTILITY PROFILES.dwg Jun 22, 2021-8:34am mnietoBGE, INC.NATERRA INTERNATIONALNKH 1250 S. FREEPORT PKWY. SFPLP HOLDINGS MANAGMENT LLC COPPELL, TEXAS 75019 OWNER/DEVELOPER Contact: Jin Song Tel: 817-403-0303 ARCHITECT 5310 HARVEST HILL RD., SUITE 180 PROSS DESIGN GROUP INC. DALLAS, TX 75230 Contact: Mark Pross Tel: 972-759-1400 BGE, Inc. F-1046 C7.1UTILITY PROFILES1:4 V 1:40 H C8.0CITY OF COPPELL CONSTRUCTION DETAILSREVISIONSREV NO.DATEDESCRIPTIONDESIGNED BY:DATE:PROJECT NUMBER:SHEET NO.2595 Dallas Parkway, Suite 101BGE, Inc.Frisco, TX 75034TBPE Registration No. F-1046Tel: 972-464-4800 ●www.bgeinc.comCopyright 2021CONTACT: 1-800-DIG-TESS48 HOURS PRIOR TO CONSTRUCTIONCAUTION !!!SFLP HOLDINGS LOT 3R, BLOCK A!!CAUTION !!Contractor to Verify exact location & Depth ofExist Facilities Prior to any ConstructionActivitiesJTHJUNE 2021CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY:8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_CITY STANDARD DETAILS.dwg Jun 22, 2021-8:34am mnietoBGE, INC. NATERRA INTERNATIONAL NKH1250 S. FREEPORT PKWY.SFPLP HOLDINGS MANAGMENT LLCCOPPELL, TEXAS 75019OWNER/DEVELOPERContact: Jin SongTel: 817-403-0303ARCHITECT5310 HARVEST HILL RD., SUITE 180PROSS DESIGN GROUP INC.DALLAS, TX 75230Contact: Mark ProssTel: 972-759-1400BGE, Inc.F-1046 REVISIONSREV NO.DATEDESCRIPTIONDESIGNED BY:DATE:PROJECT NUMBER:SHEET NO.2595 Dallas Parkway, Suite 101BGE, Inc.Frisco, TX 75034TBPE Registration No. F-1046Tel: 972-464-4800 ●www.bgeinc.comCopyright 2021CONTACT: 1-800-DIG-TESS48 HOURS PRIOR TO CONSTRUCTIONCAUTION !!!SFLP HOLDINGS LOT 3R, BLOCK A!!CAUTION !!Contractor to Verify exact location & Depth ofExist Facilities Prior to any ConstructionActivitiesJTHJUNE 2021CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY:8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_CITY STANDARD DETAILS.dwg Jun 22, 2021-8:34am mnietoBGE, INC. NATERRA INTERNATIONAL NKH1250 S. FREEPORT PKWY.SFPLP HOLDINGS MANAGMENT LLCCOPPELL, TEXAS 75019OWNER/DEVELOPERContact: Jin SongTel: 817-403-0303ARCHITECT5310 HARVEST HILL RD., SUITE 180PROSS DESIGN GROUP INC.DALLAS, TX 75230Contact: Mark ProssTel: 972-759-1400C8.1CITY OF COPPELL CONSTRUCTION DETAILS REVISIONSREV NO.DATEDESCRIPTIONDESIGNED BY:DATE:PROJECT NUMBER:SHEET NO.2595 Dallas Parkway, Suite 101BGE, Inc.Frisco, TX 75034TBPE Registration No. F-1046Tel: 972-464-4800 ●www.bgeinc.comCopyright 2021CONTACT: 1-800-DIG-TESS48 HOURS PRIOR TO CONSTRUCTIONCAUTION !!!SFLP HOLDINGS LOT 3R, BLOCK A!!CAUTION !!Contractor to Verify exact location & Depth ofExist Facilities Prior to any ConstructionActivitiesJTHJUNE 2021CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY:8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_CITY STANDARD DETAILS.dwg Jun 22, 2021-8:34am mnietoBGE, INC. NATERRA INTERNATIONAL NKH1250 S. FREEPORT PKWY.SFPLP HOLDINGS MANAGMENT LLCCOPPELL, TEXAS 75019OWNER/DEVELOPERContact: Jin SongTel: 817-403-0303ARCHITECT5310 HARVEST HILL RD., SUITE 180PROSS DESIGN GROUP INC.DALLAS, TX 75230Contact: Mark ProssTel: 972-759-1400BGE, Inc.F-1046C8.2CITY OF COPPELL CONSTRUCTION DETAILS REVISIONSREV NO.DATEDESCRIPTIONDESIGNED BY:DATE:PROJECT NUMBER:SHEET NO.2595 Dallas Parkway, Suite 101BGE, Inc.Frisco, TX 75034TBPE Registration No. F-1046Tel: 972-464-4800 ●www.bgeinc.comCopyright 2021CONTACT: 1-800-DIG-TESS48 HOURS PRIOR TO CONSTRUCTIONCAUTION !!!SFLP HOLDINGS LOT 3R, BLOCK A!!CAUTION !!Contractor to Verify exact location & Depth ofExist Facilities Prior to any ConstructionActivitiesJTHJUNE 2021CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY:8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_CITY STANDARD DETAILS.dwg Jun 22, 2021-8:34am mnietoBGE, INC. NATERRA INTERNATIONAL NKH1250 S. FREEPORT PKWY.SFPLP HOLDINGS MANAGMENT LLCCOPPELL, TEXAS 75019OWNER/DEVELOPERContact: Jin SongTel: 817-403-0303ARCHITECT5310 HARVEST HILL RD., SUITE 180PROSS DESIGN GROUP INC.DALLAS, TX 75230Contact: Mark ProssTel: 972-759-1400BGE, Inc.F-1046C8.3CITY OF COPPELL CONSTRUCTION DETAILS REVISIONSREV NO.DATEDESCRIPTIONDESIGNED BY:DATE:PROJECT NUMBER:SHEET NO.2595 Dallas Parkway, Suite 101BGE, Inc.Frisco, TX 75034TBPE Registration No. F-1046Tel: 972-464-4800 ●www.bgeinc.comCopyright 2021CONTACT: 1-800-DIG-TESS48 HOURS PRIOR TO CONSTRUCTIONCAUTION !!!SFLP HOLDINGS LOT 3R, BLOCK A!!CAUTION !!Contractor to Verify exact location & Depth ofExist Facilities Prior to any ConstructionActivitiesJTHJUNE 2021CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY:8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_CITY STANDARD DETAILS.dwg Jun 22, 2021-8:34am mnietoBGE, INC. NATERRA INTERNATIONAL NKH1250 S. FREEPORT PKWY.SFPLP HOLDINGS MANAGMENT LLCCOPPELL, TEXAS 75019OWNER/DEVELOPERContact: Jin SongTel: 817-403-0303ARCHITECT5310 HARVEST HILL RD., SUITE 180PROSS DESIGN GROUP INC.DALLAS, TX 75230Contact: Mark ProssTel: 972-759-1400BGE, Inc.F-1046C8.4CITY OF COPPELL CONSTRUCTION DETAILS REVISIONSREV NO.DATEDESCRIPTIONDESIGNED BY:DATE:PROJECT NUMBER:SHEET NO.2595 Dallas Parkway, Suite 101BGE, Inc.Frisco, TX 75034TBPE Registration No. F-1046Tel: 972-464-4800 ●www.bgeinc.comCopyright 2021CONTACT: 1-800-DIG-TESS48 HOURS PRIOR TO CONSTRUCTIONCAUTION !!!SFLP HOLDINGS LOT 3R, BLOCK A!!CAUTION !!Contractor to Verify exact location & Depth ofExist Facilities Prior to any ConstructionActivitiesJTHJUNE 2021CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY:8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_CITY STANDARD DETAILS.dwg Jun 22, 2021-8:35am mnietoBGE, INC. NATERRA INTERNATIONAL NKH1250 S. FREEPORT PKWY.SFPLP HOLDINGS MANAGMENT LLCCOPPELL, TEXAS 75019OWNER/DEVELOPERContact: Jin SongTel: 817-403-0303ARCHITECT5310 HARVEST HILL RD., SUITE 180PROSS DESIGN GROUP INC.DALLAS, TX 75230Contact: Mark ProssTel: 972-759-1400BGE, Inc.F-1046C8.5CONSTRUCTION DETAILS 138 s.f. 24,059 s.f. 14,665 s.f. 160 s.f. 141 s.f. 141 s.f. 305 s.f. 160 s.f.1,196 s.f. 109 s.f. 141 s.f.302 s.f. 161 s.f. 9.989 s.f. 309 s.f. 592 s.f. 116 s.f. 586 s.f. 157 s.f. 107 s.f. 166 s.f. 131 s.f. 148 s.f. 117 s.f.156 s.f. 253 s.f. 955 s.f. 843 s.f. 287 s.f. 158 s.f. 50 s.f. 681 s.f. 127 s.f. 199 s.f. 184 s.f. 429 s.f. 14,636 s.f. 1,241 s.f. 23 s.f. 310 s.f. 54 s.f. 2,939 s.f. 2,093 s.f. 136 s.f. 146 s.f. 3,219 s.f. 3,825 s.f.VANNO PARKINGNO PARKINGNO PARKING 12 12 12 11 11 8 9 14 14 12 12 4 7 8 7.384 Acres 321,659 Square Feet LOT 3R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T. LOT 1R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T.10' BUILDING & PARKINGSETBACK(VOL. 99172, PG. 16)D.R.D.C.T.LOT 1R, BLOCK 1 IAAM HEADQUARTERS (INST. NO. 202000153484) O.P.R.D.C.T. FRITZ DRIVE (FORMERLY KNOWN AS COTTON ROAD) (57.50-FOOT WIDE RIGHT-OF-WAY)FREEPORT PARKWAY(80-FOOT WIDE RIGHT-OF-WAY)TRACT 1 SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200031715) O.P.R.D.C.T. SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200037650) O.P.R.D.C.T. T 24' FIRE LANE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. DRAINAGE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. 10' SANITARY SEWER EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. WATER LINE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. WATER LINE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. 20' HIKE AND BIKE TRAIL EASEMENT (VOL. 98043, PG. 1) 10' UTILITY EASEMENT (VOL. 82137, PG. 690) D.R.D.C.T. 10' UTILITY EASEMENT (VOL. 82137, PG. 690) D.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. T.P. & L. EASEMENT (VOL. 71159, PG. 743) D.R.D.C.T. EXISTING 10' DRAINAGE EASEMENT 24' FIRE LANE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. 40' FIRE LANE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T.515520 511 511512513514516517518519515 512 513 514 516 517 518 519 519520 521 522 523 5215 2 2 520 5205205205 2 6 52 7 52 8 529 52052552152252352452652 0 5 2 1 510515 507508509511512513514516517518519 520 525 519 521522523524 526 510 515 520 509511512513514516517518519521522525530524526527528529531532533525524526527528529 5 0 6 5075 0 6 507 508 509 505506507 519517523522523522521520521522519519519519521520519518518 517 516 515 514 513 5165155145135125115115 1 0 512L0.00 LANDSCAPE AREA PLAN N 0 15 30 60 SCALE: 1" = 30'-0" TOTAL SITE AREA: 321,659 S.F. NET SITE AREA: 186,422 S.F. TOTAL LANDSCAPE AREA: 87,015 S.F. (27%) REQUIRED PROVIDED PERIMETER LANDSCAPE 24,745 S.F. INTERIOR LANDSCAPE 2,422 S.F. (10%)3,827 S.F. (16%) OPEN SPACE 27,963 S.F. (15%)58,468 S.F. (31%) LANDSCAPE AREA LEGEND INTERNATIONAL INC.SURVV GHVLJQ JURXS, LQFRUSRUDWHG5310 HDUYHVW HLOO RRDG, SXLWH 180, DDOODV, TH[DV 75230. 972759-1400STA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT422 6KORINH A UGA N 06/21/21 VANNO PARKINGNO PARKINGNO PARKING 12 12 12 11 11 8 9 14 14 12 12 4 7 8 7.384 Acres 321,659 Square Feet LOT 3R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T. LOT 1R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T.10' BUILDING & PARKINGSETBACK(VOL. 99172, PG. 16)D.R.D.C.T.LOT 1R, BLOCK 1 IAAM HEADQUARTERS (INST. NO. 202000153484) O.P.R.D.C.T. FRITZ DRIVE (FORMERLY KNOWN AS COTTON ROAD) (57.50-FOOT WIDE RIGHT-OF-WAY)FREEPORT PARKWAY(80-FOOT WIDE RIGHT-OF-WAY)TRACT 1 SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200031715) O.P.R.D.C.T. SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200037650) O.P.R.D.C.T. T 24' FIRE LANE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. DRAINAGE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. 10' SANITARY SEWER EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. WATER LINE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. WATER LINE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. 20' HIKE AND BIKE TRAIL EASEMENT (VOL. 98043, PG. 1) 10' UTILITY EASEMENT (VOL. 82137, PG. 690) D.R.D.C.T. 10' UTILITY EASEMENT (VOL. 82137, PG. 690) D.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. T.P. & L. EASEMENT (VOL. 71159, PG. 743) D.R.D.C.T. EXISTING 10' DRAINAGE EASEMENT 24' FIRE LANE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. 40' FIRE LANE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T.515520 511 511512513514516517518519515 512 513 514 516 517 518 519 519520 521 522 523 5215 2 2 520 5205205205 2 6 52 7 52 8 529 52052552152252352452652 0 5 2 1 510515 507508509511512513514516517518519 520 525 519 521522523524 526 510 515 520 509511512513514516517518519521522525530524526527528529531532533525524526527528529 5 0 6 5075 0 6 507 508 509 505506507 519517523522523522521520521522519519519519521520519518518 517 516 515 514 513 5165155145135125115115 1 0 5121 2 3 4 5 6 7 1 8 9 10 11 12 13 14 15 16 17 18 20 22 23 24 25 26 27 28 29 30 31 32 19 XX X X X XXXX X X XXXX XXXXXXXXEXISTING TREE TO REMAIN, TYP. EXISTING TREE TO REMAIN, TYP. TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION, TYP. REFER TO 01/L1.02 TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION, TYP. REFER TO 01/L1.02 EXISTING TREE TO BE REMOVED, TYP. EXISTING TREE TO BE REMOVED, TYP. EXISTING TREE TO REMAIN, TYP.INTERNATIONAL INC.SURVV GHVLJQ JURXS, LQFRUSRUDWHG5310 HDUYHVW HLOO RRDG, SXLWH 180, DDOODV, TH[DV 75230. 972759-1400STA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT422 6KORINH A UGA N 06/21/21 L1.01 TREE PRESERVATION PLAN N 0 15 30 60 SCALE: 1" = 30'-0" X EXISTING TREE TO BE REMOVED TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION REFER TO 01/L1.02 EXISTING TREE TO REMAIN EXISTING TREE LEGEND TREE PRESERVATION NOTES 1.EXISTING TREES TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION FROM TREE STRUCTURE DAMAGE AND COMPACTION OF SOIL UNDER AND AROUND DRIP LINE (CANOPY) OF TREE. 2.IF ANY ROOT STRUCTURE IS DAMAGED DURING ADJACENT EXCAVATION / CONSTRUCTION, NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. IT IS RECOMMENDED THAT A LICENSED ARBORIST BE SECURED FOR THE TREATMENT OF ANY POSSIBLE TREE WOUNDS. 3.NO DISTURBANCE OF THE SOIL GREATER THAN 4" SHALL BE LOCATED CLOSER TO THE TREE TRUNK THAN 1/2 THE DISTANCE OF THE DRIP LINE TO THE TREE TRUNK. A MINIMUM OF 75% OF THE DRIP LINE AND ROOT ZONE SHALL BE PRESERVED AT NATURAL GRADE. 4.ANY FINE GRADING DONE WITHIN THE CRITICAL ROOT ZONES OF THE PROTECTED TREES MUST BE DONE WITH LIGHT MACHINERY SUCH AS A BOBCAT OR LIGHT TRACTOR. NO EARTH MOVING EQUIPMENT WITH TRACKS IS ALLOWED WITHIN THE CRITICAL ROOT ZONE OF THE TREES. 5.NO MATERIALS INTENDED FOR USE IN CONSTRUCTION OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION SHALL BE PLACED WITHIN THE LIMITS OF THE DRIP LINE OF ANY TREE. 6.NO EQUIPMENT MAY BE CLEANED OR TOXIC SOLUTIONS, OR OTHER LIQUID CHEMICALS, SHALL BE DEPOSITED WITHIN THE LIMITS OF THE DRIP LINE OF A TREE, INCLUDING BUT NOT LIMITED TO: PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR, PRIMERS, ETC. 7.NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY TREE. 8.NO VEHICULAR / CONSTRUCTION EQUIPMENT TRAFFIC OR PARKING IS ALLOWED WITHIN THE LIMITS OF THE DRIP LINE OF TREES. 9.BORING OF UTILITIES MAY BE PERMITTED UNDER PROTECTED TREES IN CERTAIN CIRCUMSTANCES. THE MINIMUM LENGTH OF THE BORE SHALL BE THE WIDTH OF THE TREE'S CANOPY AND SHALL BE A MINIMUM DEPTH OF FORTY-EIGHT (48") INCHES. 10.IRRIGATION TRENCHING WHICH MUST BE DONE WITHIN THE CRITICAL ROOT ZONE OF A TREE SHALL BE DUG BY HAND AND ENTER THE AREA IN A RADIAL MANNER. 11.ALL TREES TO BE REMOVED FROM THE SITE SHALL BE FLAGGED BY THE CONTRACTOR WITH BRIGHT RED VINYL TAPE (3" WIDTH) WRAPPED AROUND THE MAIN TRUNK AT A HEIGHT OF FOUR (4') FEET ABOVE GRADE. FLAGGING SHALL BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ANY TREE REMOVAL. CONTRACTOR SHALL CONTACT OWNER'S AUTHORIZED REPRESENTATIVE WITH 72 HOURS NOTICE TO SCHEDULE ON-SITE MEETING. 12.ALL TREES TO REMAIN, AS NOTED ON DRAWINGS, SHALL HAVE PROTECTIVE FENCING LOCATED AT THE TREE'S DRIP LINE. THE PROTECTIVE FENCING MAY BE COMPRISED OF SNOW FENCING, ORANGE VINYL CONSTRUCTION FENCING, CHAIN LINK FENCE OR OTHER SIMILAR FENCING WITH A FOUR (4') FOOT APPROXIMATE HEIGHT. THE PROTECTIVE FENCING SHALL BE LOCATED AS INDICATED ON THE TREE PROTECTION DETAIL. 13.WHEN A LOW HANGING LIMB IS BROKEN DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR PRUNE ANY PORTION OF THE DAMAGED TREE WITHOUT THE PRIOR APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE.4'-0" MIN.3'-0"LIMITS OF DRIPLINE 01TREE PROTECTIVE FENCING NOT TO SCALE REFER TO PLAN FOR EXISTING TREE TO REMAIN EXISTING GRADE TO REMAIN UNDISTURBED METAL T-POST PLACED NO FURTHER THAN 8' APART SNOW FENCE, ORANGE VINYL CONSTRUCTION FENCE, OR CHAINLINK FENCE INTERNATIONAL INC.SURVV GHVLJQ JURXS, LQFRUSRUDWHG5310 HDUYHVW HLOO RRDG, SXLWH 180, DDOODV, TH[DV 75230. 972759-1400STA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT422 6KORINH A UGA N 06/21/21 L1.01 TREE PRESERVATION NOTES TREE MITIGATION TABULATIONS CITY OF COPPELL, TEXAS LESS THAN 12" GROSS RETRIBUTION 82.5 cal. in. minus (-) PRESERVATION CREDIT: Trees Preserved on Site 211.5 cal. in. divided by (÷) Total Trees on Site 376.5 cal. in. equals (=) Preservation Percentage 56% times (x) Gross Retribution 82.5 cal. in. equals (=) PRESERVATION CREDIT 46.2 cal. in. minus (-) LANDSCAPE CREDIT -48 cal. in. equals (=) 48 trees, 4" cal. 48*1 = 48 NET RETRIBUTION 0 times (x) $100.00x $100.00 equals (=) CONTRIBUTION TO CITY OF $0.00 COPPELL REFORESTATION AND NATURAL AREAS FUND TREE MITIGATION TABULATIONS CITY OF COPPELL, TEXAS 12" OR GREATER GROSS RETRIBUTION 85.5 cal. in. minus (-) PRESERVATION CREDIT: Trees Preserved on Site 211.5 cal. in. divided by (÷) Total Trees on Site 376.5 cal. in. equals (=) Preservation Percentage 56% times (x) Gross Retribution 85.5 cal. in. equals (=) PRESERVATION CREDIT 47.88 cal. in. minus (-) LANDSCAPE CREDIT -48 cal. in. equals (=) 12 trees, 4" cal. 12*1 = 12 9 trees, 4" cal. 9*4 = 36 NET RETRIBUTION 0 times (x) $200.00x $200.00 equals (=) CONTRIBUTION TO CITY OF $0.00 COPPELL REFORESTATION AND NATURAL AREAS FUND TOTAL COMBINED CONTRIBUTION TO CITY OF $0.00 COPPELL REFORESTATION AND NATURAL AREAS FUND VANNO PARKINGNO PARKINGNO PARKING 12 12 12 11 11 8 9 14 14 12 12 4 7 8 7.384 Acres 321,659 Square Feet LOT 3R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T.10' BUILDING & PARKINGSETBACK(VOL. 99172, PG. 16)D.R.D.C.T.FRITZ DRIVE (FORMERLY KNOWN AS COTTON ROAD) (57.50-FOOT WIDE RIGHT-OF-WAY)FREEPORT PARKWAY(80-FOOT WIDE RIGHT-OF-WAY)SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200037650) O.P.R.D.C.T. S 56° 3 8' 0 6" W 1 6 4. 3 9' S 68°2 3' 1 1 " W 1 6 0 . 8 7' S 69°2 6' 2 2 " W 7 8 . 8 7' S 70°4 2' 3 1 " W 5 6 . 4 9' S 73°54' 2 3 " W 1 0 4 . 9 8 ' S 75°29' 3 8 " W 1 9 9 . 7 5 'S 37°25'01" W 60.69' S 64° 3 3' 2 0 " W 9 5. 8 1'N 00°18'16" W 576.39'N 89°41'14" E 552.48' S 00°39'34" W 13.76' N 89°44'14" E 210.72'S 00°15'48" E 5.89'Δ=36°55'41"R=306.59'CB=S18°43'49"ECD=194.20'L=197.60'S 37°11'03" E 15.40' T 24' FIRE LANE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. DRAINAGE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. 10' SANITARY SEWER EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. WATER LINE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. WATER LINE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. 20' HIKE AND BIKE TRAIL EASEMENT (VOL. 98043, PG. 1) 10' UTILITY EASEMENT (VOL. 82137, PG. 690) D.R.D.C.T. 10' UTILITY EASEMENT (VOL. 82137, PG. 690) D.R.D.C.T. SIDEWALK EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. T.P. & L. EASEMENT (VOL. 71159, PG. 743) D.R.D.C.T. EXISTING 10' DRAINAGE EASEMENT 24' FIRE LANE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T. 40' FIRE LANE EASEMENT (INST. NO. 201700240374) O.P.R.D.C.T.515520 511 511512513514516517518519515 512 513 514 516 517 518 519 519520 521 522 523 5215 2 2 520 5205205205 2 6 52 7 52 8 529 52052552152252352452652 0 5 2 1 510515 507508509511512513514516517518519 520 525 519 521522523524 526 510 515 520 509511512513514516517518519521522525530524526527528529531532533525524526527528529 5 0 6 5075 0 6 507 508 509 505506507 519517523522523522521520521522519519519519521520519518518 517 516 515 514 513 5165155145135125115115 1 0 5121 2 3 4 5 6 7 1 8 9 10 11 14 22 26 31 32 19 EXISTING TREE TO REMAIN, TYP. EXISTING TREE TO REMAIN, TYP. EXISTING TREE TO REMAIN, TYP. 12 TS 3 SO 1 CP 1 CP 3 CP 2 SO 46 TS 3 SO 3 LO 1 CP 1 CP 1 CP 1 CP 1 LO 1 SO 1 CP 3 LO 1 CP 3 SO 1 LO 24" MULCH BED , TYP. AT B.O.C. UTILITY GRAVEL,4" DEPTH WITH WEED BARRIER FABRIC, TYP. LAWN HYDROMULCH BERMUDAGRASS, TYP. LAWN HYDROMULCH BERMUDAGRASS, TYP. LAWN HYDROMULCH BERMUDAGRASS, TYP. 4 CO 4 CO 4 SO 2 CO 2 CP 12 CP 1 CP LAWN SOLID SOD BERMUDAGRASS, TYP. LAWN SOLID SOD BERMUDAGRASS, TYP. UTILITY GRAVEL,4" DEPTH WITH WEED BARRIER FABRIC, TYP. 24" MULCH BED, TYP. AT B.O.C. sidewalk connections changed 1 CO 1 CP INTERNATIONAL INC.SURVV GHVLJQ JURXS, LQFRUSRUDWHG5310 HDUYHVW HLOO RRDG, SXLWH 180, DDOODV, TH[DV 75230. 972759-1400STA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT422 6KORINH A UGA N 06/21/21 L2.01 LANDSCAPE PLAN N 0 15 30 60 SCALE: 1" = 30'-0" Planning Administrative Approval 06/23/2021 INTERNATIONAL INC.SURVV GHVLJQ JURXS, LQFRUSRUDWHG5310 HDUYHVW HLOO RRDG, SXLWH 180, DDOODV, TH[DV 75230. 972759-1400STA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT422 6KORINH A UGA N 06/21/21 L2.02 LANDSCAPE NOTES LANDSCAPE NOTES 1.CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. 2.CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3.CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. 4.CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1" BELOW FINAL FINISHED GRADE IN LAWN AREAS. 5.ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY STEEL EDGING. NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS, WALKS, OR CURBS. CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE IT INTERSECTS WALKS AND CURBS. 6.TOP OF MULCH SHALL BE 1/2" MINIMUM BELOW THE TOP OF WALKS AND CURBS. 7.ALL LAWN AREAS SHALL BE HYDROMULCH BERMUDAGRASS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 8.ALL REQUIRED LANDSCAPE AREAS SHALL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WITH RAIN AND FREEZE SENSORS AND EVAPOTRANSPIRATION (ET) WEATHER-BASED CONTROLLERS AND SAID IRRIGATION SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL AND INSTALLED BY A LICENSED IRRIGATOR. 9.CONTRACTOR SHALL PROVIDE BID PROPOSAL LISTING UNIT PRICES FOR ALL MATERIAL PROVIDED. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. MAINTENANCE NOTES 1.THE OWNER, TENANT AND THEIR AGENT, IF ANY, SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE. 2.ALL LANDSCAPE SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO LANDSCAPE MAINTENANCE. 3.ALL LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT PART OF THIS PLAN. 4.ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. 5.ALL PLANT MATERIAL WHICH DIES SHALL BE REPLACED WITH PLANT MATERIAL OF EQUAL OR BETTER VALUE. 6.CONTRACTOR SHALL PROVIDE SEPARATE BID PROPOSAL FOR ONE YEAR'S MAINTENANCE TO BEGIN AFTER FINAL ACCEPTANCE. GENERAL LAWN NOTES 1.CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF EXISTING TOPSOIL WITH ON-SITE CONSTRUCTION MANAGER. 2.CONTRACTOR SHALL LEAVE LAWN AREAS 1" BELOW FINAL FINISHED GRADE PRIOR TO TOPSOIL INSTALLATION. 3.CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED ON CIVIL PLANS. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 4.ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN INSTALLATION. 5.CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC. PRIOR TO PLACING TOPSOIL AND LAWN INSTALLATION. 6.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION. 7.CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. SOLID SOD NOTES (ALTERNATE BID) 1.PLANT SOD BY HAND TO COVER INDICATED AREAS COMPLETELY. ENSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL VOIDS. 2.ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE FROM UNNATURAL UNDULATIONS. 3.WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES. 4.IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, OVER-SEED BERMUDAGRASS SOD WITH WINTER RYEGRASS, AT A RATE OF FOUR (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. HYDROMULCH NOTES (BASE BID) 1.CONTRACTOR SHALL SCARIFY, RIP AND LOOSEN ALL AREAS TO BE HYDROMULCHED TO A MINIMUM DEPTH OF 4" PRIOR TO TOPSOIL AND HYDROMULCH INSTALLATION. 2.BERMUDAGRASS SEED SHALL BE EXTRA HULLED AND TREATED LAWN TYPE, SHALL BE DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AND SHALL MEET STATE LAW REQUIREMENTS. 3.FIBER SHALL BE ONE HUNDRED PERCENT (100%) WOOD CELLULOSE FIBER, DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AS MANUFACTURED BY 'CONWEB' OR EQUAL. 4.FIBER TACK SHALL BE DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AND SHALL BE 'TERRO-TACK ONE', AS MANUFACTURED BY GROWERS, INC. OR EQUAL. 5.HYDROMULCH WITH BERMUDAGRASS SEED AT A RATE OF TWO (2) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. 6.USE A 4'X8' BATTER BOARD AGAINST ALL BED AREAS. 7.IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MAY 1, ALL HYDROMULCH AREAS TO BE WINTER RYEGRASS, AT A RATE OF FOUR (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. CONTRACTOR SHALL BE REQUIRED TO RE-HYDROMULCH WITH BERMUDAGRASS THE FOLLOWING GROWING SEASON AS PART OF THIS CONTRACT. 8.ALL LAWN AREAS TO BE HYDROMULCHED SHALL HAVE ONE HUNDRED PERCENT (100%) COVERAGE PRIOR TO FINAL ACCEPTANCE. 9.NOTE: PROVIDE ALTERNATE BID WITH UNIT PRICING FOR ALL LAWN AREAS WITH HYDROMULCH BERMUDAGRASS TO BE SOLID SOD BERMUDAGRASS. LANDSCAPE TABULATIONS CITY OF COPPELL, TEXAS PERIMETER LANDSCAPE 1.Street Frontage: 15' landscape buffer with one (1) tree, 3" cal., per 50 l.f. 2.Perimeter Landscape: 10' landscape buffer along property lines with one (1) tree, 3" cal., per 50 l.f. 3.30" ht. parking lot screen: hedge or berm. FRITZ DRIVE: 763 l.f. Required Provided 15' landscape buffer 15' landscape buffer (15) trees, 3" cal.(15) trees, 4" cal.* 30" ht. screen 30" ht. evergreen hedge FREEPORT PARKWAY: 213 l.f. Required Provided 15' landscape buffer 15' landscape buffer (4) trees, 3" cal.(4) trees, 4" cal.* 30" ht. parking screen 30" ht. evergreen hedge SOUTH PROPERTY LINE: 922 l.f. Required Provided 10' landscape buffer 10' landscape buffer (18) trees, 3" cal.(13) existing trees, 3"+ cal. (6) trees, 4" cal.* WEST PROPERTY LINE: 576 l.f. Required Provided 10' landscape buffer 10' landscape buffer (12) trees, 3" cal.(4) existing trees, 3"+ cal. (8) trees, 4" cal.* INTERIOR LANDSCAPE 1.10% of gross parking area to be landscape. 2.One (1) tree per 400 s.f. of required landscape area. 3.12% of total number parking spaces shall be planting islands with trees. Parking Lot: 24,217 s.f. Parking Spaces: 146 Required Provided 2,422 (10%)3,827 s.f. (16%) (6) trees (18) trees, 4" cal.* (18) parking islands (22) parking islands OPEN SPACE 1.Requirements: 15% of lot not covered by buildings to be landscape open space. 2.50% of open space shall be in the front yard. 3.One (1) tree per 2500 s.f. of open space. Total Lot Area (Exclusive of building): 186,422 s.f. Required Provided 27,963 s.f. (15%)58,443 (31%) 13,982 s.f. (50%)14,807 s.f. (53%) (10) trees (11) trees, 4" cal.* SUMMARY Required Provided (65) trees (17) existing trees, 3"+ cal. (60) trees, 4" cal.* * additional 1" to be counted towards mitigation INTERNATIONAL INC.SURVV GHVLJQ JURXS, LQFRUSRUDWHG5310 HDUYHVW HLOO RRDG, SXLWH 180, DDOODV, TH[DV 75230. 972759-1400STA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT422 6KORINH A UGA N 06/21/21 L2.03 LANDSCAPE SPECIFICATIONS AND DETAILS PREPARED SOIL MIX PER SPECIFICATIONS; TILL 6" MINIMUM OF PREPARED SOIL MIX INTO 6" DEPTH OF EXISTING SOIL 3/16" X 4" BLACK EDGING, STAKES ON INSIDE; EDGING SHALL BE 1/2" MAXIMUM HEIGHT ABOVE FINISH GRADE TOP OF MULCH 1/2" MINIMUM BELOW TOP OF CONCRETE WALK / CURB CONCRETE WALK LAWN / FINISH GRADE NOTE: NO STEEL EDGING SHALL BE INSTALLED ALONG SIDEWALKS OR CURBS ROOTBALL, DO NOT DISTURB NATIVE SOIL POCKET PLANTING NOT ALLOWED SHRUBS / GROUNDCOVER; REFER TO LANDSCAPE PLAN TOPDRESS MULCH PER SPECIFICATIONS; 2" MINIMUM SETTLED THICKNESS SCARIFY SIDES REFER TO LANDSCAPE PLAN FOR SPACING6" A. E. C.B. I. H. F. G. D. TREE PLANTING DETAIL LEGEND AND NOTES A.TREE: TREES SHALL CONFORM WITH LATEST AMERICAN STANDARD FOR NURSERY STOCK. www.anla.org B.TREE PIT: WIDTH TO BE AT LEAST TWO (2) TIMES THE DIAMETER OF THE ROOT BALL CENTER TREE IN HOLE & REST ROOT BALL ON UNDISTURBED NATIVE SOIL. C.ROOT BALL: REMOVE TOP 13 BURLAP AND ANY OTHER FOREIGN OBJECT; CONTAINER GROWN STOCK TO BE INSPECTED FOR GIRDLING ROOTS. D.ROOT FLARE: ENSURE THAT ROOT FLARE IS EXPOSED, FREE FROM MULCH, AND AT LEAST TWO INCHES ABOVE GRADE. TREES SHALL BE REJECTED WHEN GIRDLING ROOTS ARE PRESENT & ROOT FLARE IS NOT APPARENT. E.ROOTBALL ANCHOR RING: REFER TO MANUFACTURER'S GUIDELINES FOR SIZING. PLACE ROOTBALL ANCHOR RING ON BASE OF ROOTBALL, TRUNK SHOULD BE IN THE CENTER OF THE RING. F.ROOT ANCHOR BY TREE STAKE SOLUTIONS. G.NAIL STAKE: REFER TO MANUFACTURER'S GUIDELINES FOR SIZING. INSTALL NAIL STAKES WITH HAMMER OR MALLET FIRMLY INTO UNDISTURBED GROUND. DRIVE NAIL STAKES FLUSH WITH "U" BRACKET ADJACENT TO ROOTBALL (DO NOT DISTURB ROOTBALL). H.BACKFILL: USE EXISTING NATIVE SOIL (no amendments) WATER THOROUGHLY TO ELIMINATE AIR POCKETS. I.MULCH: DOUBLE SHREDDED HARDWOOD MULCH 2 INCH SETTLED THICKNESS, WITH 2" HT. WATERING RING; ENSURE THAT ROOT FLARE IS EXPOSED. BELOW GROUND STAKE SHOULD NOT BE VISIBLE. J.TREE STAKES: TREE STAKE SOLUTIONS 'SAFETY STAKE' BELOW GROUND MODEL AVAILABLE FROM: Tree Stake Solutions ATTN: Jeff Tuley (903) 676-6143 jeff@treestakesolutions.com www.treestakesolutions.com OR APPROVED EQUAL. TREES SHALL BE STAKED BELOW GROUND WHERE NECESSARY; ABOVE GROUND STAKING IS EXPRESSLY PROHIBITED. K.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A COPY OF THE MANUFACTURER'S SPECIFICATIONS PRIOR TO INSTALLATION OF TREE STAKES. CONTRACTOR SHALL ADHERE TO MANUFACTURER'S INSTALLATION GUIDELINES, SPECIFICATIONS, AND OTHER REQUIREMENTS FOR TREE STAKE INSTALLATION. 01TREE PLANTING DETAIL NOT TO SCALE 02SHRUB / GROUNDCOVER DETAIL NOT TO SCALE SECTION 32 9300 - LANDSCAPE PART 1 - GENERAL 1.1 REFERENCED DOCUMENTS A.Refer to Landscape Plans, notes, details, bidding requirements, special provisions, and schedules for additional requirements. 1.2 DESCRIPTION OF WORK A.Work included: Furnish all supervision, labor, materials, services, equipment and appliances required to complete the work covered in conjunction with the landscaping covered in these specifications and landscaping plans, including: 1. Planting (trees, shrubs and grasses) 2. Bed preparation and fertilization 3. Notification of sources 4. Water and maintenance until final acceptance 5. Guarantee 1.3 REFERENCE STANDARDS A.American Standard for Nursery Stock published by American Association of Nurserymen: April 14, 2014 Edition; by American National Standards Institute, Inc. (Z60.1) – plant material B.American Joint Committee on Horticultural Nomenclature: 1942 Edition of Standardized Plant Names. C.Texas Association of Nurserymen, Grades and Standards D.Hortis Third, 1976 - Cornell University 1.4 NOTIFICATION OF SOURCES AND SUBMITTALS A.Samples: Provide representative quantities of sandy loam soil, mulch, bed mix material, gravel, crushed stone, steel edging and tree stakes. Samples shall be approved by Owner's Authorized Representative before use on the project. 1.5 JOB CONDITIONS A.General Contractor to complete the following punch list: Prior to Landscape Contractor initiating any portion of landscape installation, General Contractor shall leave planting bed areas three (3") inches below final finish grade of sidewalks, drives and curbs as shown on the drawings. All lawn areas to receive solid sod shall be left one (1") inch below the final finish grade of sidewalks, drives and curbs. All construction debris shall be removed prior to Landscape Contractor beginning any work. B.Storage of materials and equipment at the job site will be at the risk of the Landscape Contractor. The Owner cannot be held responsible for theft or damage. 1.6 MAINTENANCE AND GUARANTEE A.Maintenance: 1.The Landscape Contractor shall be held responsible for the maintenance of all work from the time of planting until final acceptance by the Owner. No trees, shrubs, groundcover or grass will be accepted unless they show healthy growth and satisfactory foliage conditions. 2.Maintenance shall include watering of trees and plants, cultivation, weeding spraying, edging, pruning of trees, mowing of grass, cleaning up and all other work necessary of maintenance. 3.A written notice requesting final inspection and acceptance should be submitted to the Owner at least seven (7) days prior to completion. An on-site inspection by the Owner's Authorized Representative will be completed prior to written acceptance. B.Guarantee: 1.Trees, shrubs and groundcover shall be guaranteed for a twelve (12) month period after final acceptance. The Contractor shall replace all dead materials as soon as weather permits and upon notification of the Owner. Plants, including trees, which have partially died so that shape, size, or symmetry have been damaged, shall be considered subject to replacement. In such cases, the opinion of the Owner shall be final. a.Plants used for replacement shall be of the same size and kind as those originally planted and shall be planted as originally specified. All work, including materials, labor and equipment used in replacements, shall carry a twelve (12) month guarantee. Any damage, including ruts in lawn or bed areas, incurred as a result of making replacements shall be immediately repaired. b.At the direction of the Owner, plants may be replaced at the start of the next year's planting season. In such cases, dead plants shall be removed from the premises immediately. c.When plant replacements are made, plants, soil mix, fertilizer and mulch are to be utilized as originally specified and re-inspected for full compliance with the contract requirements. All replacements are to be included under "Work" of this section. 2.The Owner agrees that for the guarantee to be effective, he will water plants at least twice a week during dry periods and cultivate beds once a month after final acceptance. 3.The above guarantee shall not apply where plants die after acceptance because of injury from storms, hail, freeze, insects, diseases, injury by humans, machines or theft. 4.Acceptance for all landscape work shall be given after final inspection by the Owner provided the job is in a complete, undamaged condition and there is a stand of grass in all lawn areas. At that time, the Owner will assume maintenance on the accepted work. C.Repairs: Any necessary repairs under the Guarantee must be made within ten (10) days after receiving notice, weather permitting. In the event the Landscape Contractor does not make repairs accordingly, the Owner, without further notice to Contractor, may provide materials and men to make such repairs at the expense to the Landscape Contractor. 1.7 QUALITY ASSURANCE A.General: Comply with applicable federal, state, county and local regulations governing landscape materials and work. B.Personnel: Employ only experienced personnel who are familiar with the required work. Provide full time supervision by a qualified foreman acceptable to Landscape Architect. C.Selection of Plant Material: 1.Make contact with suppliers immediately upon obtaining notice of contract acceptance to select and book materials. Develop a program of maintenance (pruning and fertilization) which will ensure the purchased materials will meet and / or exceed project specifications. 2.Substitutions: Do not make plant material substitutions. If the specified landscape material is not obtainable, submit proof of non-availability to Landscape Architect, together with proposal for use of equivalent material. At the time bids are submitted, the Contractor is assumed to have located the materials necessary to complete the job as specified. 3.Landscape Architect will provide a key identifying each tree location on site. Written verification will be required to document material selection, source and delivery schedules to site. 4.Measurements: Measure trees with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements six inches above ground for trees up to and including 4" caliper size, and twelve inches above ground for larger sizes. Measure main body of all plant material of height and spread dimensions, do not measure from branch or root tip-to-tip. 5.Owner's Authorized Representative shall inspect all plant material with requirements for genus, species, cultivar / variety size and quality. 6.Owner's Authorized Representative retains the right to further inspect all plant material upon arrival to the site and during installation for size and condition of root balls and root systems, limbs, branching habit, insects, injuries and latent defects. 7.Owner's Authorized Representative may reject unsatisfactory or defective material at any time during the process work. Remove rejected materials immediately from the site and replace with acceptable material at no additional cost to the Owner. Plants damaged in transit or at job site shall be rejected. 1.8 PRODUCT DELIVERY, STORAGE AND HANDLING A.Preparation: 1.Balled and Burlapped (B&B) Plants: Dig and prepare shipment in a manner that will not damage roots, branches, shape and future development. 2.Container Grown Plants: Deliver plants in rigid container to hold ball shape and protect root mass. B.Delivery: 1.Deliver packaged materials in sealed containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery and while stored on site. 2.Deliver only plant materials that can be planted in one day unless adequate storage and watering facilities are available on job site. 3.Protect root balls by heeling in with sawdust or other approved moisture retaining material if not planted within 24 hours of delivery. 4.Protect plants during delivery to prevent damage to root balls or desiccation of leaves. Keep plants moist at all times. Cover all materials during transport. 5.Notify Owner's Authorized Representative of delivery schedule 72 hours in advance job site. 6.Remove rejected plant material immediately from job site. 7.To avoid damage or stress, do not lift, move, adjust to plumb, or otherwise manipulate plants by trunk or stems. PART 2 - PRODUCTS 2.1 PLANTS A.General: Well-formed No. 1 grade or better nursery grown stock. Listed plant heights are from tops of root balls to nominal tops of plants. Plant spread refers to nominal outer width of the plant, not to the outer leaf tips. Plants will be individually approved by the Owner's Authorized Representative and his decision as to their acceptability shall be final. B.Quantities: The drawings and specifications are complementary. Anything called for on one and not the other is as binding as if shown and called for on both. The plant schedule is an aid to bidders only. Confirm all quantities on plan. C.Quality and size: Plant materials shall conform to the size given on the plan, and shall be healthy, symmetrical, well-shaped, full branched and well rooted. The plants shall be free from injurious insects, diseases, injuries to the bark or roots, broken branches, objectionable disfigurements, insect eggs and larvae, and are to be of specimen quality. D.Approval: All plants which are found unsuitable in growth, or are in any unhealthy, badly shaped or undersized condition will be rejected by the Owner's Authorized Representative either before or after planting and shall be removed at the expense of the Landscape Contractor and replaced with acceptable plant as specified at no additional cost to the Owner. E.Trees shall be healthy, full-branched, well-shaped, and shall meet the minimum trunk and diameter requirements of the plant schedule. Balls shall be firm, neat, slightly tapered and well wrapped in burlap. Any tree loose in the ball or with a broken root ball at time of planting will be rejected. Balls shall be ten (10") inches in diameter for each one (1") inch of trunk diameter, measured six (6") inches above ball. (Nomenclature confirms to the customary nursery usage. For clarification, the term "multi-trunk" defines a plant having three (3) or more trunks of nearly equal diameter.) F.Pruning: All pruning of trees and shrubs, as directed by the Landscape Architect prior to final acceptance, shall be executed by the Landscape Contractor at no additional cost to the Owner. 2.2 SOIL PREPARATION MATERIALS A.Sandy Loam: 1.Friable, fertile, dark, loamy soil, free of clay lumps, subsoil, stones and other extraneous material and reasonably free of weeds and foreign grasses. Loam containing Dallasgrass or Nutgrass shall be rejected. 2.Physical properties as follows: a.Clay – between 7-27 percent b.Silt – between 15-25 percent c.Sand – less than 52 percent 3.Organic matter shall be 3%-10% of total dry weight. 4.If requested, Landscape Contractor shall provide a certified soil analysis conducted by an approved soil testing laboratory verifying that sandy loam meets the above requirements. B.Organic Material: Compost with a mixture of 80% vegetative matter and 20% animal waste. Ingredients should be a mix of course and fine textured material. C.Premixed Bedding Soil as supplied by Vital Earth Resources, Gladewater, Texas; Professional Bedding Soil as supplied by Living Earth Technology, Dallas, Texas or Acid Gro Municipal Mix as supplied by Soil Building Systems, Dallas, Texas or approved equal. D.Sharp Sand: Sharp sand must be free of seeds, soil particles and weeds. E.Mulch: Double Shredded Hardwood Mulch, partially decomposed, dark brown. Living Earth Technologies or approved equal. F.Organic Fertilizer: Fertilaid, Sustane, or Green Sense or equal as recommended for required applications. Fertilizer shall be delivered to the site in original unopened containers, each bearing the manufacturer's guaranteed statement of analysis. G.Commercial Fertilizer: 10-20-10 or similar analysis. Nitrogen source to be a minimum 50% slow release organic Nitrogen (SCU or UF) with a minimum 8% sulfur and 4% iron, plus micronutrients. H.Peat: Commercial sphagnum peat moss or partially decomposed shredded pine bark or other approved organic material. 2.3 MISCELLANEOUS MATERIALS A.Steel Edging: All steel edging shall be 3/16" thick x 4" deep x 16' long with 6 stakes per section, painted black at the factory as manufactured by The J.D. Russell Company and under its trade name DURAEDGE Heavy Duty Steel. B.Staking Material for Shade Trees: refer to details. C.Gravel: Washed native pea gravel, graded 1 inch to 1-1/2 inch. D.Filter Fabric: 'Mirafi Mirascape' by Mirafi Construction Products available at Lone Star Products, Inc., (469) 523-0444 or approved equal. E.River Rock: 'Colorado' or native river rock, 2" - 4" dia. F.Decomposed Granite: Base material shall consist of a natural material mix of granite aggregate not to exceed 1/8" diameter in size and shall be composed of various stages of decomposed earth base. PART 3 - EXECUTION 3.1 BED PREPARATION & FERTILIZATION A.Landscape Contractor to inspect all existing conditions and report any deficiencies to the Owner. B.All planting areas shall be conditioned as follows: 1.Prepare new planting beds by scraping away existing grass and weeds as necessary. Till existing soil to a depth of six (6") inches prior to placing compost and fertilizer. Apply fertilizer as per Manufacturer's recommendations. Add six (6") inches of compost and till into a depth of six (6") inches of the topsoil. Apply organic fertilizer such as Sustane or Green Sense at the rate of twenty (20) pounds per one thousand (1,000) square feet. 2.All planting areas shall receive a two (2") inch layer of specified mulch. 3.Backfill for tree pits shall be as follows: Use existing top soil on site (use imported topsoil as needed) free from large clumps, rocks, debris, caliche, subsoils, etc., placed in nine (9") inch layers and watered in thoroughly. C.Grass Areas: 1.Blocks of sod should be laid joint to joint (staggered joints) after fertilizing the ground first. Roll grass areas to achieve a smooth, even surface. The joints between the blocks of sod should be filled with topsoil where they are evidently gaped open, then watered thoroughly. 3.2 INSTALLATION A.Maintenance of plant materials shall begin immediately after each plant is delivered to the site and shall continue until all construction has been satisfactorily accomplished. B.Plant materials shall be delivered to the site only after the beds are prepared and areas are ready for planting. All shipments of nursery materials shall be thoroughly protected from the drying winds during transit. All plants which cannot be planted at once, after delivery to the site, shall be well protected against the possibility of drying by wind and Balls of earth of B & B plants shall be kept covered with soil or other acceptable material. All plants remain the property of the Contractor until final acceptance. C.Position the trees and shrubs in their intended location as per plan. D.Notify the Owner's Authorized Representative for inspection and approval of all positioning of plant materials. E.Excavate pits with vertical sides and horizontal bottom. Tree pits shall be large enough to permit handling and planting without injury to balls of earth or roots and shall be of such depth that,when planted and settled, the crown of the plant shall bear the same relationship to the finish grade as it did to soil surface in original place of growth. F.Shrub and tree pits shall be no less than twenty-four (24") inches wider than the lateral dimension of the earth ball and six (6") inches deeper than it's vertical dimension. Remove and haul from site all rocks and stones over three-quarter (3 4") inch in diameter. Plants should be thoroughly moist before removing containers. G.Dig a wide, rough sided hole exactly the same depth as the height of the ball, especially at the surface of the ground. The sides of the hole should be rough and jagged, never slick or glazed. H.Percolation Test: Fill the hole with water. If the water level does not percolate within 24 hours, the tree needs to move to another location or have drainage added. Install a PVC stand pipe per tree planting detail as approved by the Landscape Architect if the percolation test fails. I.Backfill only with 5 parts existing soil or sandy loam and 1 part bed preparation. When the hole is dug in solid rock, topsoil from the same area should not be used. Carefully settle by watering to prevent air pockets. Remove the burlap from the top 13 of the ball, as well as all nylon, plastic string and wire. Container trees will usually be root bound, if so follow standard nursery practice of ‘root scoring’. J.Do not wrap trees. K.Do not over prune. L.Mulch the top of the ball. Do not plant grass all the way to the trunk of the tree. Leave the area above the top of the ball and mulch with at least two (2") inches of specified mulch. M.All plant beds and trees to be mulched with a minimum settled thickness of two (2") inches over the entire bed or pit. N.Obstruction below ground: In the event that rock, or underground construction work or obstructions are encountered in any plant pit excavation work to be done under this section, alternate locations may be selected by the Owner. Where locations cannot be changed, the obstructions shall be removed to a depth of not less than three (3') feet below grade and no less than six (6") inches below the bottom of ball when plant is properly set at the required grade. The work of this section shall include the removal from the site of such rock or underground obstructions encountered at the cost of the Landscape Contractor. O.Trees and large shrubs shall be staked as site conditions require. Position stakes to secure trees against seasonal prevailing winds. P.Pruning and Mulching: Pruning shall be directed by the Landscape Architect and shall be pruned in accordance with standard horticultural practice following Fine Pruning, Class I pruning standards provided by the National Arborist Association. 1.Dead wood, suckers, broken and badly bruised branches shall be removed. General tipping of the branches is not permitted. Do not cut terminal branches. 2.Pruning shall be done with clean, sharp tools. 3.Immediately after planting operations are completed, all tree pits shall be covered with a layer of organic material two (2") inches in depth. This limit of the organic material for trees shall be the diameter of the plant pit. Q.Steel Curbing Installation: 1.Curbing shall be aligned as indicated on plans. Stake out limits of steel curbing and obtain Owners approval prior to installation. 2.All steel curbing shall be free of kinks and abrupt bends. 3.Top of curbing shall be 12" maximum height above final finished grade. 4.Stakes are to be installed on the planting bed side of the curbing, as opposed to the grass side. 5.Do not install steel edging along sidewalks or curbs. 6.Cut steel edging at 45 degree angle where edging meets sidewalks or curbs. 3.3 CLEANUP AND ACCEPTANCE A.Cleanup: During the work, the premises shall be kept neat and orderly at all times. Storage areas for all materials shall be so organized so that they, too, are neat and orderly. All trash and debris shall be removed from the site as work progresses. Keep paved areas clean by sweeping or hosing them at end of each work day. END OF SECTION VANNO PARKINGNO PARKINGNO PARKING 7.384 Acres 321,659 Square Feet LOT 3R, BLOCK A GATEWAY BUSINESS PARK NO. 2 (INST. NO. 201700240374) O.P.R.D.C.T. FRITZ DRIVE (FORMERLY KNOWN AS COTTON ROAD) (57.50-FOOT WIDE RIGHT-OF-WAY)FREEPORT PARKWAY(80-FOOT WIDE RIGHT-OF-WAY)SFPLP HOLDINGS MANAGEMENT, LLC (INST. NO. 201200037650) O.P.R.D.C.T. T (2) 4" SLEEVES (2) 4" SLEEVES (2) 4" SLEEVES ESP-50LXD WALLMOUNT CONTROLLER (LOCATE IN ELECTRICAL ROOM) (110 VOLT POWER BY GENERAL CONTRACTOR) WITH WR2 RAIN/FREEZE SENSOR BY LIC (2) 4" SLEEVES 64.0 2" V 21 50.0 2" V 25 39.0 1-1/2"V 26 64.0 2" V 1 48.0 2" V 4 64.0 2" V 5 63.0 2" V 7 53.8 2" V 13 58.0 2" V 15 60.0 2" V 17 52.0 2" V 18 27.0 1" V 23 40.0 2" V 20 31.0 1-1/2"V 19 40.0 2" V 16 60.0 2" V 11 62.0 2" V 9 52.0 2" V 6 10's 10's 10's 10's 12's 15's 15's 10's 18's 8's 10's 10's 8's 8's 8's 15's 18's 15's 8's 8's 8's 15's15's 15's 8's 18's 18's 12's 15's 15's 18's 8's 8's 18's 18's 12's 10's 1.50 1" DV 22 1.10 1" DV 8 2.60 1" DV 10 14.0 1" V 24 1" V 13.0 1" V 3 1" V 19.0 1" V 12 1" V 16.0 1" V 14 1" V 4" SLEEVE 4" SLEEVE 4" SLEEVE 15's 8's 10's 15's 4" SLEEVE (2) 4" SLEEVES 18's 15's 10's 8's 15's 15's 4" SLEEVE15's 8's 1/2" 1/2" 1/2" 1/2" 1/2"1/2" 3/4" 1/2" 3/4"3/4" 3/4" 3/4" 3/4" 3/4" 3/4"3/4" 3/4" 3/4" 3/4" 3/4" 1"1"1-1/4"1-1/4" 2" 3/4" 2-1/2" 3/4" 3/4" 3/4" 3/4" 1-1/4" 1-1/4" 1-1/4" 3/4" 2" 1/2"1/2"3/4" 3/4" 3/4" 1" 1-1/4" 1-1/4" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 1" 1-1/4" 1-1/4" 3/4" 1/2" 1/2" 1/2" 3/4" 3/4" 1" 1-1/4" 1/2" 3/4" 1/2" 1/2" 1/2" 3/4" 1-1/4" 1-1/4" 1-1/4"1-1/2" 1/2"3/4"3/4" 1/2"1/2" 1/2"1/2"3/4" 3/4"3/4" 3/4"1"1" 1"1" 1-1/4" 1-1/4" 3/4"3/4" 3/4"3/4" 3/4" 3/4"3/4" 3/4"1" 1" 1/2" 1/2" 1/2" 1/2"3/4" 3/4" 3/4" 3/4"1" 1"1" 1"1-1/4" 1-1/4"1-1/4" 1-1/4"1/2"1/2" 1/2"1/2" 3/4" 3/4"3/4" 3/4"1" 1"1" 1"1-1/4" 1-1/4"1-1/4" 2-1/2" 2-1/2" 3/4"3/4" 3/4"3/4"3/4" 3/4"3/4" 3/4" 1" 1"1" 1"1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/2" 1-1/2" 1/2"1/2" 1/2"1/2" 1/2" 3/4" 1-1/4" 1-1/4" 1-1/4" 1/2" 1/2" 3/4" 1/2"1/2" 3/4"1" 1/2" 1/2" 3/4" 3/4" 1" 1" 1/2" 1/2"1/2"3/4" 3/4" 1" 1" 1-1/4" 1-1/4" 2" 1/2" 1/2" 1/2" 3/4" 1/2" 1/2" 1/2" 1/2" 3/4"3/4" 3/4"3/4" 1-1/4" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 3/4" 1" 1" 1-1/4"1-1/4" 1/2" 1/2" 3/4"1/2" 1/2"1/2" 3/4" 1/2" 1-1/4" 1-1/4" 1/2" 1/2"3/4" 3/4"3/4" 3/4" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 3/4" 3/4" 3/4" 1-1/4" 1-1/4"1/2"1/2"3/4"3/4" 1/2"1/2" 3/4" 1" 1" 1"1-1/4"1-1/4" 1/2"1/2" 3/4"1" 3/4" 3/4" 3/4" 3/4" 1" 1-1/4" 1-1/4" 3/4" 3/4" 1" 1" 1-1/4" 1-1/4"3/4" 3/4" 3/4" 3/4" 1" 1" 1-1/4" 1-1/4" 3/4" 3/4" 3/4" 3/4" 3/4" 1-1/4" 1-1/4" 3/4" 3/4"3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 1" 1-1/4" 1-1/2" 3/4" 3/4" 3/4" 1-1/4" 1/2" 1/2" 3/4" 3/4" 1" 1-1/4" 1/2" 1/2" 1/2" 1/2" 3/4" 3/4" 1-1/4" 1-1/4"1/2"3/4" 1/2"1/2" 3/4" 1/2" 1/2" 3/4" 3/4" 1/2" 1/2" 3/4" 1-1/4" 1/2"1/2"1/2"1/2"3/4"3/4" 1" 1/2" 1/2" 3/4" 3/4" 1/2" 1/2" 1/2" 1/2" 3/4" 1/2" 1/2" 3/4" 3/4" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 3/4" 1/2" 1" 1" 1/2" 1/2" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 1-1/4" 1" 1/2" 1/2" 1/2" 3/4" 3/4" 1" W 2" TAP & SERVICE, IMPACT FEES, & METER BOX BY GC 2" WYE STRAINER BY LIC 2" WATER METER BY GC 2" DOUBLE CHECK ASSY BY LIC 2" MASTER VALVE BY LIC 2" ISOLATION VALVE BY LIC 1-1/4" 1-1/4" 32.0 1-1/2"V 2 1" 1" 3/4"3/4" 3/4" 3/4" 1-1/4" 1-1/4" 1" 1" 1/2" 5Q 4" SLEEVE 4" SLEEVE INTERNATIONAL INC.pross design group, incorporated5310 Harvest Hill Road, Suite 180, Dallas, Texas 75230. 972/759-140006/21/21 Irrigation in Texas is regulated by the Texas Commission of Environmental Quality (TCEQ), MC-178, P.O. Box 13087, Austin, Texas, 78711-3087. TCEQ website is: www.tceq.state.tx.us L3.01 IRRIGATION PLAN N 0 15 30 60 SCALE: 1" = 30'-0" INTERNATIONAL INC.pross design group, incorporated5310 Harvest Hill Road, Suite 180, Dallas, Texas 75230. 972/759-140006/21/21 Irrigation in Texas is regulated by the Texas Commission of Environmental Quality (TCEQ), MC-178, P.O. Box 13087, Austin, Texas, 78711-3087. TCEQ website is: www.tceq.state.tx.us L3.02 IRRIGATION DETAILS BALL VALVE 10" RAINBIRD VB VALVE BOX W/ PURPLE LID, SET 1/4" ABOVE FINISH GRADE HANDLE BALL VALVE S X MPT PVC ADAPTER WALLMOUNT CONTROLLER NOTES: 1. REFER TO MANUFACTURER'S MANUAL FOR MOUNTING INSTRUCTIONS 2. INSTALL WIRING (PER LOCAL CODE) 3. INSTALL CONDUIT W/ SWEEP FITTINGS AND PULL WIRE CONTROLLER JUNCTION BOX 2" PVC CONDUIT FOR VALVE WIRING 120 VOLT WIRE CONDUIT PER LOCAL CODE EXTENSIONS AS REQ'D FINISH GRADE TYPE "K" COPPER FROM WATER METER, 45 DEGREE ELL TO REQUIRED DEPTH CLASS 200 PVC, 45 DEGREE (KEEP TEST COCKS CLEAR PER LOCAL CODE) DOUBLE CHECK ASSEMBLY ELL TO REQ. DEPTH VALVE BOX (PER LOCAL CODE) SET DOUBLE-CHECK ASSEMBLY 1/4" ABOVE FINISH GRADE 18" OR 24" WIRING INTERVALS. 1. TAPE & BUNDLE WIRING AT 10'-0" TRENCHING DETAIL PVC MAINLINE 12" MAINLINE, LATERAL, AND WIRING SPEC. REF PVC LATERAL LINE, 45 DEGREE ELL TO REQUIRED DEPTH REMOTE CONTROL VALVE 6" VALVE BOX EXTENSIONS AS PVC MAINLINE REQURED DEPTH WATERPROOF WIRE CONNECTORS 1" DIA. WIRE COIL - 24" LONG LAWN SPRAY HEAD RAINBIRD SPX 1/2" X 12" SWING PIPE LAWN POP-UP HEAD, INSTALL 1/4" ABOVE FINISH GRADE PVC LATERAL PIPE (SIZE AROUND BODY TAMP SOIL FIRMLY AROUND BODY 1/4" ABOVE FINISH GRADE NOTED ON PLAN) LASCO UNITIZED O-RING SWING JOINT ASSY. SIZED TO MATCH INLET SIZE OF THE HEAD ROTARY HEAD INSTALL ROTARY HEAD, SET BRICK WALL WIRELESS RAIN/FREEZE SENSOR FINISH GRADE FINISH GRADEFINISH GRADE 10" RAINBIRD VB VALVE BOX W/ PURPLE LID SET 1/4" ABOVE FINISH GRADE WALLMOUNT SENSOR M x F.I.P.S. COUPLING PVC LATERAL LINE BRICK SUPPORT (1 - EA. CORNER) 24" MIN. PVC MAINLINE SCH. 80 UNION CONTROL ZONE KIT W/ DECODER SCH. 80 UNION DISC FILTER PRESSURE REGULATING VALVE REMOTE CONTROL DRIP ZONE KIT 12" MIN. FINISH GRADE AIR RELIEF VALVE KIT: DRIPLINE TUBING AIR RELIEF VALVE RAINBIRD X1700 AR VALVE KIT 18" MIN. 36" MAX. 2" DOUBLE CHECK ASSEMBLY INSTALLED 2" WATER METER INSTALLED PER CODE 2" ISOLATION VALVE INSTALLED BY L.I.C. 2" WYE "Y" STRAINER INSTALLED BY L.I.C. WATER SOURCE LAYOUT BRICK SUPPORT CONT. 2 LAYERS MIN.(PER LOCAL WYE "Y" STRAINER CODE) WYE "Y" STRAINER 6" WASHED PEA GRAVEL (1" DIAMETER GRAVEL) 6" WASHED PEA GRAVEL (1" DIAMETER GRAVEL) FINISH GRADE PER CITY CODE BY L.I.C. 12"x17" RAINBIRD VB VALVE BOX WITH PURPLE LID SET 1/4" ABOVE FINISH GRADE 12"x17" RAINBIRD VB VALVE BOX W/ PURPLE LID SET 1/4" ABOVE FINISH GRADE FINISH GRADE 6" RAINBIRD PVB VALVE BOX W/ PURPLE LID SET 1/4" ABOVE FINISH GRADE FINISH GRADE MASTER VALVE FINISH GRADE WATERPROOF WIRE CONNECTIONS 1" DIA. WIRE COIL - 24" LONG 2" MASTER VALVE INSTALLED BY L.I.C. BY GENERAL CONTRACTOR EMITTERDRIPLINE DRIPLINE EMITTER QF DRIPLINE HEADER PER MANUFACTURER CLASS 200 PVC PVC HEADER TYPICAL DRIPLINE LAYOUT ROW SPACING PER MANUFACTURER ISOLATION VALVE BRASS CROSS HANDLE S X MPT PVC ADAPTER GATE VALVE PVC MAINLINE FINISH GRADE PVC LATERAL WASHED PEA GRAVEL (PER LOCAL DEPTH CODE) WASHED PEA GRAVEL (PER LOCAL DEPTH CODE) BRICK SUPPORT CONT. 2 LAYERS MIN.(PER LOCAL CODE) BRICK SUPPORT CONT. 2 LAYERS MIN.(PER LOCAL CODE) BRICK SUPPORT CONT. 2 LAYERS MIN.(PER LOCAL CODE) MAINLINE WASHED PEA GRAVEL (PER LOCAL DEPTH CODE) PVC MAINLINE CUT SIDES OF VALVE BOX SECTION TO ALLOW BOX TO EXTEND TO THE BOTTOM OF TRENCH 6" VALVE BOX EXTENSIONS AS REQ'D 6" VALVE BOX EXTENSIONS AS REQ'D 18" ROW SPACING DRIPLINE EMITTER 4" MIN. FINISH GRADE CLASS 200 PVC HEADER TYPICAL SUBSURFACE DRIPLINE LAYOUT SIDE VIEW CONTROL ZONE KIT DRIPILINE TUBING LINE FLUSHING VALVE AIR RELIEF VALVE CLASS 200 EMITTER DRIPLINE PVC HEADER CLASS 200 PVC HEADER CLASS 200 PVC HEADER 1" REMOTE CONTROL DRIP VALVE CLASS 200 PVC HEADER 6" WASHED PEA GRAVEL (1" DIAMETER GRAVEL) TYPICAL DRIPLINE LAYOUT TYPICAL DRIPLINE LAYOUT CLASS 200 PVC PVC HEADER CLASS 200 PVC PVC HEADER EMITTER DRIPLINE DRIP INDICATOR HEAD ROW SPACING PER MANUFACTURER ROW SPACING PER MANUFACTURER ROW SPACING PER MANUFACTURER FLUSH VALVE WASHED PEA GRAVEL (PER LOCAL DEPTH CODE)WASHED PEA GRAVEL (PER LOCAL DEPTH CODE) 18" MIN. 36" MAX. 18" MIN. 36" MAX. 18" MIN. 36" MAX. NOT TO SCALE C SHIDC NOT TO SCALE C SHIDC NOT TO SCALE C SHIDC NOT TO SCALE C SHIDC C SHIDC NOT TO SCALE C SHIDC NOT TO SCALE C SHIDC NOT TO SCALE C SHIDC FINISH GRADE FINISH GRADE SET 1/4" ABOVE 6" VALVE BOX, COMPRESSION TEE 6" WASHED PEA GRAVEL (1" DIAMETER GRAVEL) FINISH GRADE 6" RAINBIRD PVB VALVE BOX W/ PURPLE LID SET 1/4" ABOVE DRIPLINE TUBING EASY FIT FLUSH CAP NOT TO SCALE C SHIDC FLOW/GPM: 0 - 4.0 4.1 - 9.5 9.6 - 14.5 14.6 - 27.0 1/2" 3/4" 1" 1-1/4" PIPE SIZE: 55.1 - 70.0 35.1 - 55.0 27.1 - 35.0 2-1/2" 1-1/2" 2" NOT TO SCALE C SHIDC NOT TO SCALE C SHIDC NOT TO SCALE C SHIDCNOT TO SCALE C SHIDC NOT TO SCALE C SHIDC NOT TO SCALE C SHIDC NOT TO SCALE C SHIDC NOT TO SCALE C SHIDC AIR RELIEF VALVE FLUSH VALVE FLUSH VALVEFLUSH VALVE FLUSH VALVE AIR RELIEF VALVE PER MANUFACTURER PER MANUFACTURER NOT TO SCALE C SHIDC DRIP FLUSH VALVE NOT TO SCALE C SHIDCNOT TO SCALE 12"x17" RAINBIRD VB VALVE BOX W/ PURPLE LID SET 1/4" ABOVE FINISH GRADE 12"x17" RAINBIRD VB VALVE BOX W/ PURPLE LID SET 1/4" ABOVE FINISH GRADE REMOTE CONTROL VALVE W/ DECODER PVC PIPE SIZE CHART NOT TO SCALE C SHIDC AIR RELIEF VALVE QF DRIPLINE HEADER SUPPLY/ EXHAUST HEADER 6" MAX. DRIP INDICATOR HEAD DRIP INDICATOR HEAD DRIP INDICATOR HEAD USE BOTTOM INLET ONLY PVC LATERAL PIPE (SIZE AS NOTED ON DRAWING) OPERATION INDICATOR HEAD, INSTALL 1/4" ABOVE FINISH GRADE FINISH GRADE NOT TO SCALE C SHIDC MASTER VALVE W/ DECODER PVC LATERAL PIPE (SIZE NOTED ON PLAN) 70.1 - 110.0 3" RAINBIRD SPX 1/2" X 12" SWING PIPE QF DRIPLINE HEADER QF DRIPLINE HEADER QF DRIPLINE HEADER QF DRIPLINE HEADER QF DRIPLINE HEADER PVC PIPE 1804 W/ PLASTIC SPRAY SPX SWING PIPE INSTALLED NOZZLE ON 1/2" RAINBIRD TREE SPRAY HEAD ABOVE FINISH GRADE NOT TO SCALE C SHIDC CLASS 200 PVC, 45 DEGREE ELL TO REQ. DEPTH INTERNATIONAL INC.pross design group, incorporated5310 Harvest Hill Road, Suite 180, Dallas, Texas 75230. 972/759-140006/21/21 Irrigation in Texas is regulated by the Texas Commission of Environmental Quality (TCEQ), MC-178, P.O. Box 13087, Austin, Texas, 78711-3087. TCEQ website is: www.tceq.state.tx.us L3.03 IRRIGATION SPECIFICATIONS AND LEGEND NOTES: 1.ALL VALVE WIRING SHALL BE PAIGE P7072D 14-2UF DOUBLE JACKETED. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR PROPER WIRE SIZE. WIRE SPLICES SHALL BE RAINBIRD DBRY20 PERMANENT AND WATERPROOF PER THE SPECIFICATIONS. 2.COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH LANDSCAPE CONTRACTOR TO ENSURE ALL PLANT MATERIAL WILL BE WATERED IN ACCORDANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. 3. PIPING AND VALVES IN PAVING SHOWN FOR CLARITY, INSTALL IN ADJACENT PLANTING BED OR LAWN AREA. 4. LATERAL PIPING SHALL HAVE A MINIMUM OF 12" OF COVER. MAINLINE AND PIPING UNDER PAVING SHALL HAVE A MINIMUM OF 18" OF COVER. ALL FITTINGS TO BE SCHEDULE 40 PVC. USE WELD-ON #705 SOLVENT AND #P-68 PRIMER FOR PVC CONNECTIONS PER THE SPECIFICATIONS. 5.SIZE PIPING PER MANUFACTURER'S RECOMMENDATIONS OF NOT EXCEEDING 5 FPS. REFERENCE CHART. 6.CONNECT LAWN SPRAY, TREE SPRAY, AND DRIP INDICATOR HEADS TO LATERAL PIPING WITH RAINBIRD 1/2" SPX SWING PIPE. CONNECT ROTARY HEADS TO LATERAL PIPE WITH LASCO #T722 SERIES"UNITIZED", O-RING SWING JOINTS . 7. PERFORM ELECTRICAL WORK IN ACCORDANCE WITH LOCAL BUILDING CODE. POWER (120V) SHALL BE LOCATED IN A JUNCTION BOX AND HARDWIRED WITHIN FIVE (5') FEET OF CONTROLLER LOCATION BY GENERAL CONTRACTOR. 8. INSTALL REMOTE CONTROL VALVES WITH DECODER AND WIRE SPLICES IN TEN (10") INCH RAINBIRD VB VALVE BOXES. 9. INSTALL SLEEVES UNDER ALL HARDSCAPE SURFACES SUCH AS ROADS, DRIVES, WALKS, ETC. WHETHER SHOWN OR NOT. SLEEVES SHALL BE CLASS 200 PVC, SIZED AS NOTED ON PLANS AND INSTALLED BY LANDSCAPE IRRIGATION CONTRACTOR. 10. ADJUST NOZZLES FOR SITUATIONS THAT REQUIRE LESS THAN 90 DEGREE RADIUS SPRAY. NO OVERSPRAY ALLOWED ON ANY HARDSCAPE SURFACES. 11. DESIGN PRESSURE IS 61.0 PSI. STATIC PRESSURE IS 70 PSI. TEN DAYS PRIOR TO START OF CONSTRUCTION, VERIFY STATIC PRESSURE. IF STATIC PRESSURE IS LESS THAN STATED DO NOT START WORK UNTIL NOTIFIED TO PROCEED. 12. MINIMUM DISTANCE BETWEEN MAIN LINE AND LATERAL LINE FITTINGS (EXCEPT FOR REDUCER BUSHINGS) TO BE EIGHTEEN (18") INCHES AND MINIMUM HORIZONTAL DISTANCE OF TWENTY-FOUR (24") INCHES BETWEEN ANY VALVES THAT ARE INSTALLED SIDE BY SIDE. 13. INSTALL REMOTE CONTROL DRIP ZONES WITH DECODER IN TWELVE BY SEVENTEEN (12"x17") INCH RAINBIRD VB VALVE BOX. 14. INSTALL DRIPLINE MINIMUM OF 2" AND A MAXIMUM OF 4" FROM HARDSCAPE SURFACES. DO NOT EXCEED MANUFACTURER'S RECOMMENDATIONS OF 5'-0" PER SECOND IN DRIPLINE. 15. PROVIDE AND INSTALL DISTRIBUTION TUBING, STAKES, EMITTERS, TRANSFER FITTINGS, DIFFUSER BUG CAP, QF DRIPLINE HEADERS, CONTROL ZONE KITS, ETC. NECESSARY FOR PROPER INSTALLATION OF THE DRIP SYSTEM. ALL PVC HEADER PIPING TO BE CLASS 200 PVC SOLVENT WELD PIPE. INSERT XF BARBED INSERT FITTINGS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL RAINBIRD OPERATION INDICATOR FOR EACH DRIP ZONE. 16. AIR RELIEF VALVE TO BE RAINBIRD AR VALVE KIT INSTALLED IN A SIX-INCH (6") RAINBIRD PVB VALVE BOX WITH BLACK LID AND 6" OF GRAVEL SUMP. FLUSH VALVES TO BE 1/2" LASCO BALL VALVE ON IPS FLEXIBLE PIPE AND 1/2" SCHEDULE 40 FITTINGS INSTALLED IN A SIX-INCH (6") RAINBIRD PVB VALVE BOX WITH BLACK LID AND 6" OF GRAVEL SUMP. 17. ALL XFS CV DRIPLINE AND DISTRIBUTION TUBING TO BE INSTALLED BELOW FINISH GRADE APPROXIMATELY 4" TO 6" PER MANUFACTURER'S RECOMMENDATIONS. ALL DRIPLINE TO BE INSTALLED MIN. OF 14" AND MAX. OF 20" ROW SPACING UNLESS INSTRUCTED OTHERWISE. VERIFY THE EXACT EMITTER FLOW, EMITTER SPACING, AND ROW SPACING WITH MANUFACTURER PRIOR TO INSTALLING TO PROVIDE PROPER PRECIPITATION RATE BASED ON PLANT MATERIAL AND SOIL TYPE. TUBING TO BE STAKED WITH RAINBIRD 12 GA. GALVANIZED TIE DOWNS. INSTALL STAKES EVERY 3'-0" ALONG ENTIRE LENGTH OF TUBING AND A MINIMUM OF 24" FROM ANY FITTINGS. 18. INCLUDE THE FOLLOWING ALLOWANCES FOR PROVIDING AND INSTALLING AIR RELIEF VALVES AND FLUSH VALVES FOR THE DRIP SYSTEM. EXACT QUANTITY AND LOCATION OF THESE DEVICES WILL BE DETERMINED AT THE TIME OF INSTALLATION. IN GENERAL, ALL AIR RELIEF VALVES WILL BE INSTALLED AT THE HIGH POINTS AND FLUSH VALVES WILL BE INSTALLED AT THE LOW POINTS OF EXHAUST HEADER. ALLOW FOR APPROXIMATELY ONE (1) AIR RELIEF VALVE AND APPROXIMATELY ONE (1) FLUSH VALVE FOR EACH DRIP ZONE KIT. 19. PROVIDE ALL LABOR AND MATERIAL NECESSARY TO INSTALL A RAINBIRD TWO-WIRE SYSTEM PER THE MANUFACTURER'S RECOMMENDATIONS. THIS WORK TO INCLUDE BUT NOT LIMITED TO ESP-LXD CONTROLLER, FD-TURF DECODERS, PAIGE P7072D COMMUNICATION WIRE, PBC-LXD PROGRAM BACKUP CARTRIDGE, LSP1TURF LINE SURGE PROTECTION, DPU-210 PROGRAMMING UNIT, GROUNDING, ETC. FOR A COMPLETE AND FULLY AUTOMATED IRRIGATION SYSTEM. FOR ANY QUESTIONS REGARDING THIS WORK, CONTACT THE LOCAL RAINBIRD REPRESENTATIVE. 20. DO NOT INSTALL ANY MAINLINES, VALVES, OR CONTROL WIRES WITHIN THE R.O.W. UNLESS CITY APPROVED. 21. PROVIDE ALL LABOR AND MATERIAL NECESSARY TO HAND DIG WITHIN ALL EXISTING TREE ROOT ZONES. CONTRACTOR MUST STAKE DITCHES AND RECEIVE APPROVAL FROM LANDSCAPE ARCHITECT PRIOR TO ANY TRENCHING OR DIGGING. 22. ALL STATE OF TEXAS LAWS/RULES AND ALL LOCAL CODES/ORDINANCES ARE MADE PART OF THESE PLANS AND SPECIFICATIONS WHETHER SHOWN OR NOT. THESE LAWS AND ORDINANCES WILL SUPERCEDE THE PLANS, DETAILS, AND/OR SPECIFICATIONS FOR THIS PROJECT. CONTRACTOR IS CAUTIONED THAT HE IS TO INCLUDE ANY AND ALL COST NECESSARY TO MEET OR EXCEED THE LAWS OF THE STATE OF TEXAS OR LOCAL CODES CONCERNING LANDSCAPE IRRIGATION. A LICENSED IRRIGATOR OR LICENSED IRRIGATION TECHNICIAN SHALL BE ON-SITE AT ALL TIMES WHILE THE LANDSCAPE IRRIGATION SYSTEM IS BEING INSTALLED PER CITY OF COPPELL REQUIREMENTS. 23. ALL OF THE EQUIPMENT FOR THIS PROJECT TO BE PURPLE PER STATE AND LOCAL CODES FOR FUTURE WELL CONNECTION. THIS EQUIPMENT TO INCLUDE BUT NOT LIMITED TO THE HEADS, VALVES, PIPES, DRIPLINE, VALVE BOX LIDS, ETC. REFER TO SPEC. REFER TO SPEC. MANUFACTURER ROTARY HEAD LATERAL PIPING MAINLINE PIPING FULL-CIRCLE RAINBIRD (40 PSI) IRRIGATION LEGEND: SYMBOL ROTARY HEAD LAWN SPRAY HEAD DESCRIPTION PART-CIRCLE RAINBIRD (40 PSI) RAINBIRD (30 PSI) 5004-CV-NP WITH #8.0 NOZZLE ON 3/4" 3/4" & LARGER - CLASS 200 PURPLE PVC 2-1/2" CLASS 200 PURPLE PVC 1804-CV-NP W/ MPR PLASTIC NOZZLE ON 5004-CV-NP WITH #4.0 NOZZLE ON 3/4" MODEL NO, BALL VALVE LASCO COMPACT, LINE SIZE 1/2" - CLASS 315 PURPLE PVC ON RAINBIRD 1/2" SPX SWING PIPE TREE SPRAY HEAD RAINBIRD (30 PSI) TREE SPRAY HEAD RAINBIRD (30 PSI) ROTARY HEAD FULL-CIRCLE RAINBIRD (40 PSI)5004-CV-NP WITH #3.0 NOZZLE ON 3/4" ROTARY HEAD PART-CIRCLE RAINBIRD (40 PSI)5004-CV-NP WITH #1.5 NOZZLE ON 3/4" REMOTE CONTROL RAINBIRD PESB-NP W/ DECODER AND PRS-D PRESSURE VALVE REMOTE CONTROL RAINBIRD XCZ-100-PRB-COM-NP CONTROL ZONE KIT DRIP VALVE W/ DECODER, REFER TO PLAN FOR SIZE REGULATOR, REFER TO PLANS FOR SIZE PIPING DRIP HEADER REFER TO SPEC.3/4" CLASS 200 PURPLE PVC UNLESS NOTED OTHERWISE FEBCOBACKFLOW GPM (APPROX.) STATION NUMBER PREVENTER VALVE SIZE #850BV, REFER TO PLAN FOR SIZE RAINBIRDMASTER VALVE PEB W/ DECODER, REFER TO PLAN FOR SIZEM REFER TO SPEC.WATER METER PER LOCAL BUILDING CODEW DRIPLINE TUBING PLANTING BED RAINBIRD WYE STRAINER #650, REFER TO PLAN FOR SIZEYFEBCO ISOLATION VALVE NIBCO #T-29, REFER TO PLAN FOR SIZEI FITTINGS, TDS-050 GALVANIZED STAKES,DRIPLINE TUBING TURF SOD RAINBIRD XFSCV-06-18-PS AT 18" O.C. WITH XF INSERT QF HEADERS AND OPERATION INDICATOR FITTINGS, TDS-050 GALVANIZED STAKES, XFSCV-06-18-PS AT 18" O.C. WITH XF INSERT RAINBIRDCONTROLLER ESP-50LXD WALLMOUNT SERIES WITH WIRELESS WR2 RAIN/FREEZE SENSOR QF HEADERS AND OPERATION INDICATOR ORNAMENTAL SHADE 1804-NP W/ 6Q PLASTIC BUBBLER NOZZLE 1804-NP W/ 10Q MPR PLASTIC NOZZLES ON RAINBIRD 1/2" SPX SWING PIPE ON RAINBIRD 1/2" SPX SWING PIPE LASCO T722-212 SWING JOINT LASCO T722-212 SWING JOINT LASCO T722-212 SWING JOINT LASCO T722-212 SWING JOINT