Northpoint Add-PN211214CONSTRUCTION PLANSFORARCHITECT:SABRINA BALA, A.I.A.STUDIO RED DOT5307 E. MOCKINGBIRD LN 3660DALLAS, TEXAS 75206EMAIL: sabrina@studio-reddot.comOWNER:SUKETU PATELNORTHPOINT HOTEL GROUP, LLC768 LEXINGTON AVE.COPPELL, TEXAS 75019EMAIL: sukieon@gmail.comTHESE CONSTRUCTION PLANS WERE PREPARED UNDER THERESPONSIBLE SUPERVISION OF S.I. ABED, REGISTERED PROFESSIONALENGINEER NO. 97531THE SEAL APPEARING ON THIS DOCUMENTWAS AUTHORIZED BY S.I. ABED, P.E. #97531ENGINEER: S.I.ABEDPRINCIPAL, DDC, INC.400 CHISHOLM PLACE. SUITE 410PLANO, TX 75075.TEL: 214-868-9320;FAX: 1-866-531-8263EMAIL: abed@ddc-engineering.comPROJECT DIRECTORYINDEXDESIGN DEVELOPMENTCONSULTANTS, INC.CIVIL, MUNICIPAL & LAND DEVELOPMENT CONSULTANTREGISTRATION # 10970400 CHISHOLM PLACE. SUITE 410, PLANO, TX 75075.SITE OFFICE: 503 WADE COURT, EULESS, TX, 76039.Tel: 214-868-9320 Fax: 1-866-531-8263MARCH 26, 2018COVER SHEETPLATC-1GENERAL NOTESDIMENSION CONTROL/PAVING PLANGRADING PLANOVERALL DRAINAGE AREA MAPC-2C-3C-4AC-5AC-6C-7STORM SEWER PLAN & PROFILE (STORM-A & LAT-A1)UTILITY PLAN & PROFILEEROSION CONTROL PLANNORTHPOINT ADDITIONLOT 1-R-1 & 1-R-2PART OF 11.980 ACRES, LOT 1R, BLOCK 1,NORTHPOINT ADDITIONJ. GIBSON SURVEY, ABSTRACT NO. 586 & 1716CITY OF COPPELL, DALLAS COUNTY,TEXAS.SITELOCATION MAPNOT TO SCALESITE DRAINAGE AREA MAP-PROPOSEDC-4BC-5BSTORM SEWER PLAN & PROFILE (STORM-B & LAT-B1)12/14/21S.I.ABEDAPPROVED SITE PLANAS-Built Drawings are prepared on the basis of theinformation provided by the contractor and theowner. DDC, Inc. does not take any responsibility forconstruction materials and methods or any kind oferror, omission, modification during construction.12/14/21DECEMBER 14, 2021-AS BUILT
Lot 2, Block 1Fellowship of Las Colinas AdditionVolume 99028, Page 27D.R.D.C.T.Lot 1R1, Block 1Freeport NorthDoc. No. 200600303588O.P.R.D.C.T.Lot 1R2, Block 1Freeport NorthDoc. No. 200600303588O.P.R.D.C.T.RemainderLot 1R, Block 1Northpoint AdditionDoc. No. 20080234110O.P.R.D.C.T. &Cab. A, Slide 12987P.R.T.C.T.Lot 1R2, Block 12.083 Acres90,745 Sq. Ft.Lot 1R3, Block 12.763 Acres120,336 Sq. Ft.NORTHPOINT DRIVE(Variable Width R.O.W.)S0° 14' 35"E 578.36'N89° 45' 17"W 350.01'N0° 14' 35"W 626.63'N24° 03' 33"E25.88'POINT OFBEGINNINGR= 845.00'Δ= 23°43'55"L= 350.00'CH= S 77° 48' 24" ECL= 347.50'N90° 00' 00"E 307.32'N0° 00' 00"E 172.76'Line TableLine #LengthDirectionCurve TableCurve #RadiusArcDeltaChordDistanceROW - RIGHT-OF-WAYCM - CONTROL MONUMENTASC - ARTHUR SURVEYING COMPANYIRF - 1/2" IRON ROD FOUNDIRS - 1/2" IRON ROD WITH YELLOW CAPSTAMPED "ARTHUR SURVEYINGCOMPANY" (ASC) SETDRAWN BY: MNP DATE: 03/09/2017 SCALE: 1"=50' ASC NO.: 160115-1NORTHPOINT ADDITIONLots 1R2 and 1R3, Block 1$GKPICTGRNCVQHCRQTVKQPQH.QV4$NQEM0QTVJRQKPV#FFKVKQP`%QPVCKPKPI#ETGU,)KDUQP5WTXG[#DUVTCEV0WODGT%KV[QH%QRRGNN&CNNCU%QWPV[6GZCUProfessional Land SurveyorsREPLATWHEREAS The Northpoint Hotel Group, LLC are the owners of all that certain lot, tract or parcel of land situated in the J. Gibson Survey, Abstract Number 1716, City of Coppell, DallasCounty, Texas, and being all of called 4.846 acre tract of land described to Northpoint Hotel Group, LLC, by deed recorded in Document Number 201600131125, Official Public Records,Dallas County, Texas, and being a portion of Lot 1R, Block 1, Northpoint Addition, an addition to the City of Coppell, Dallas County, Texas, according to the map or plat thereof recordedunder Document Number 20080234110, Official Public Records of Dallas County, Texas, and being more particularly described by metes and bounds as follows:BEGINNING at a ½ inch iron rod found for the southeast corner of said Lot 1R, being the northeast corner of Lot 2, Block 1, Fellowship of Las Colinas Addition, an addition to the City ofCoppell, Dallas County, Texas, according to the map thereof recorded in Volume 99028, Page 27 of the Map Records of Dallas County, Texas, and being in the west line of Lot 1R2, Block 1,Freeport North, an addition to the City of Coppell, Dallas County, Texas, according to the map thereof recorded under Document Number 200600303588, Official Public Records of DallasCounty, Texas;THENCE North 89 degrees 45 minutes 17 seconds West, with the south line of said Lot 1R and the north line of said Lot 2, a distance of 350.01 feet to a ½ inch iron rod with yellow capstamped "ARTHUR SURVEYING COMPANY" (ASC) set for corner;THENCE North 00 degrees 14 minutes 35 seconds West, over, on and across said Lot 1R, a distance of 626.63 feet to a ½ inch iron rod with a yellow cap stamped (ASC) set for corner;THENCE North 24 degrees 03 minutes 33 seconds East, a distance of 25.88 feet to a ½ inch iron rod with a yellow cap stamped "ASC" set for corner in the south line of Northpoint Drive (avariable width right-of-way), and being at the beginning of a non-tangent curve to the left having a radius of 845.00 feet, a central angle of 23 degrees 43 minutes 55 seconds, a chord bearingand distance of South 77 degrees 48 minutes 24 seconds East, 347.50 feet;THENCE in a southeasterly direction,with the curving south right-of-way line of said Northpoint Drive an arc length of 350.00 feet to a ½ inch iron rod with a yellow cap stamped "ASC" setfor corner, same being northeast corner of said Lot 1R, and the northwest corner of Lot 1R1, Block 1 of said Freeport North;THENCE South 00 degrees 14 minutes 35 seconds East, with the east line of said Northpoint Addition and the west line of said Freeport North, a distance of 578.36 feet to the POINT OFBEGINNING, and containing 4.846 acres of land or 211,081 square feet of land, more or less, and being subject to any and all easements that may affect.BEFORE ME, the undersigned, a Notary Public in and for said County and State, on this day personally appeared ________________, of __________, known to me to be the person and officer whose name issubscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and considerations therein expressed, and in the capacity therein stated.GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the _______day of _______, 2018.___________________________________Notary Public in and for the State of TexasVICINITY MAP: NOT TO SCALEThat, Northpoint Hotel Group, LLC, does hereby adopt this plat designating the herein described property as Northpoint Addition, Lot 1R2 & Lot 1R3, Block 1, an addition to the City of Coppell, Texas, and doeshereby dedicate, in fee simple, to the public use forever the streets shown thereon. The easements shown thereon are hereby reserved for the purposes indicated. The utility and fire lane easements shall be open tothe public, fire and police units, garbage and rubbish collection agencies, and all public and private utilities for each particular use. The maintenance of paving on the utility and fire lane easements is theresponsibility of the property owner. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the easements shown. Said easementsbeing hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of anybuildings, fences, trees, shrubs, or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective right or ingress or egress to or from andupon the said easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time ofprocuring the permission of anyone. (Any public utility shall have the right to ingress or egress to private property for the purpose of reading meters and any maintenance or service required or ordinarily performedby the utility).Water main and waste water easements shall also include additional areas of working space for construction and maintenance or the systems. Additional easement area is also conveyed for installation andmaintenance of manholes, cleanouts, fire hydrants, water services and waste water services from the main to the curb or pavement line, and description of such additional easements herein granted shall bedetermined by their location as installed.This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Coppell, Texas.WITNESS, my hand this the ___ day of ____, 20__._________________________________ ________________NAME TITLENOTES1. No portion of subject property appears to lie within a Special Flood Hazard Area according to the FederalEmergency Management Agency Flood Insurance Rate Map, Map No. 48113C0135K, Community Panel No.480170 0135 K, present effective date of map July 7, 2014, herein property is situated within Zone X (unshaded).2. All iron rods found are 1/2 inch unless otherwise noted. All iron rods set are 1/2 inch with a yellow cap stamped"Arthur Surveying Company" (ASC).3. Bearings shown hereon are based on State Plane Coordinate System, North American Datum of 1983 (US Feet),Texas North Central Zone (4202) with a combined scale factor of 1.000136506.4. Selling a portion of this addition by metes and bounds is a violation of city ordinance and state law and is subject tofines and withholding of utilities and building permits.5. No concentrated drainage shall be directed at downstream lots.KNOW ALL MEN BY THESE PRESENTS:That I, Mark N. Peeples, 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 foundand/or placed under my personal supervision in accordance with the platting rules and regulations of the City of Coppell, Texas.______________________Mark N. PeeplesRegistered Professional Land SurveyorNo. 6443PRELIMINARYOWNER-- MARCH 2017 --BEFORE ME, the undersigned, a Notary Public in and for said County and State, on this day personally appeared _______________________, of __________________________, known to me to be the personand officer whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and considerations therein expressed, and in the capacity therein stated.GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the _______day of _______, 2018.___________________________________Notary Public in and for the State of TexasSCALE: 1" = 50'5002550100Floodplain Development Permit Application No. ___ has been filed with the City of Coppell floodplain administrator on __________________, 2018.__________________________________________________________Floodplain AdministratorDateApproved and Accepted:_________________________________________________________Chairman, Planning and Zoning Commission DateCity of Coppell, TexasThe undersigned, the Planning and Zoning Commission Secretary of the City of Coppell, Texas, hereby certifies that the foregoing plat of Northpointe Addition, Lot 1R1 & Lot 1R3, Block 1, an addition to theCity of Coppell was submitted to the Planning and Zoning Commission on the ____ day of ________, 2017, and the Planning and Zoning Commission, by formal action, then and there accepted the dedication ofstreets, alleys, parks, easements, public places, and water and sewer lines, as shown and set forth in and upon said plat, and said Chairman to note the acceptance thereof by signing his name as hereinabovesubscribed.Witness my hand this _____ day of _________, A.D., 2018.___________________________Planning and Zoning Commission Secretary,City of Coppell, TexasNOW, therefore, know all men by these presents:Owner's Certificate and DedicationFranchise NoteI, _______________________________________ , verify that all franchise utilities have each been contacted and provideda copy of the plat and development proposal and all franchise utility easements and/or abandonments are currently shown.Northpoint Hotel Group, LLC768 Lexington AvenueCoppell, Tx 75019Contact: Suki Patel972-897-4747(fax) 214-227-7752 PROPERTY CORNER BOUNDARY INTERIOR BOUNDARY ADJOINER EASEMENTAPPLICANT/SURVEYOR121SITE
UCMUCMN89°45'20"W 858.19'NORTHHOTELFEE=532.5CONCEPTSITEPLANFHFH
06A101TYPICALT. O. SLABGROUT SOLIDCONCRETE FOUNDATION6" REINFORCED CONCRETESLAB WITH 6"x6" WWF1/2" EXPANSION JOINTFINISH GRADESTONE TO MATCHBUILDING6" DIAMETER CONCRETEFILLED STEEL BOLLARDSJOINT REINFORCINGPREFINISHED METAL COPINGCONTINUOUS BOND BEAMPER STRUCTURAL3'-0"2'-6"6'-0"8"1'-0"MECHANICAL EQUIPMENT SCREENING:ALL GROUND MOUNTED MECHANICAL EQUIPMENT WILL BE SCREENED BY MEANS OFLANDSCAPING. PLANTS SHALL MAKE A SOLID VISUAL WALL THAT WILL EXTEND 12" ABOVETHE TOP OF THE SCREENED EQUIPMENT.. A 24" CLEAR AREA WILL BE PROVIDEDBETWEEN THE EQUIPMENT AND THE SCREEN FOR VENTILATION PURPOSES.ALL ROOF TOP MOUNTED MECHANICAL EQUIPMENT WILL BE SCREENED BY A PARAPETWALL. THE PARAPET WALL SHALL EXTEND 12" ABOVE THE HIGHEST ROOF MOUNTEDMECHANICAL EQUIPMENT.SITE LIGHTING:ALL SITE LIGHTING SHALL BE PROVIDED IN A WAY TO CONTAIN ON THE SITE ALL GLAREPRODUCED BY THE LIGHT FIXTURES.ALL LIGHT POLES SHALL HAVE A MAXIMUM HEIGHT OF 20' AND SHALL BE MOUNTED ONA 24" HEIGHT CONCRETE BASE.100 YEAR FLOOD PLAIN:THIS PROPERTY IS OUTSIDE THE FEMA 100 YEAR FLOOD PLAIN..A100REFUSE AREA WALL04N.T.S.SITE PLAN1. GROUP R-1 HOTEL/MOTEL OCCUPANCIES SHALL BE OF TYPE IOR II CONSTRUCTION REGARDLESS OF HEIGHT AND OR AREA2. THE ENTIRE FIRE LANE/MUTUAL ACCESS EASEMENT WILL BECONSTRUCTED WITH THIS HOTEL3.ADDITIONAL LAND WILL BE REQUIRED TO MEET THE PARKINGREQUEST FOR "NORTH HOTEL"Ordinance Section 12-22-5.3: Allows for 3 colors. Base color up to 100%; Second color up to 5%; Accent colorup to 1% of any one façade. - Variance: Allow for up to 7 colors. Base color brick & stone up to 90%; Second color up to 30%; Third color upto 8%; Fourth color up to 6%; Accent colors up to 1%. All materials and colors shall be earth tone as specified inthe Finish Material Legend. Ordinance Section 12-29-4.3: Allows for signage up to 188 sq. ft. - Variance: Allow for two logo signs silver, individual letters a maximum of 159 sq. ft. each; one 6 sq. ft. advertising“WXYZ” silver; and allowing for multi-colored bands on the underside of roof soffit and porte-cochereCivil engineerarchitectureprojectowner04-07-17XXXXXXXXxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxXXXXXXXXxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxSTUDIO RED DOT5307 Mockingbird Ln., Suite 660Dallas, TX 75206t. 469.941.4145 m. 972.896.7594revisionstitlesheetdateNORTHPOINT HOTELCoppell, Texas PD-242R303.01.18ONE STARPOINT STAMFORD, CT 06902LandscapeSTUDIO GREEN SPOT.INCt. 469.369.4448CHRIS@STUDIOGREENSPOT.COMCHRIS TRONZANODDC DESIGN DEVELOPMENTCONSULTANTS, INC.t. 214.868.9320NORTHPOINT HOTEL GROUPSuki Patelt. 972.897.4747AddressNorthern Hotel1125 Northpoint Drive Coppell, TexasAloft Hotel1155 Northpoint Drive Coppell, Texas01PROPOSED SITE PLAN_OPTION ASCALE: 1" = 30'-0"Received 3/2/18 Admin.Approval M. Diamond 3/2/18
GENERAL N0TES 1. ALL CONSTRUCTION MATERIALS AND PROCEDURES SHALL ADHERE TO THE CITY OF COPPELL STANDARD DETAILS AND SPECIFICATIONS AND THE NCTCOG STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. ALL MATERIALS SHALL BE U.L. LISTED AND FACTORY MUTUAL APPROVED UNLESS DIRECTED OTHERWISE BY THE ARCHITECT, ENGINEER, OR CITY OF COPPELL .2. THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECT IMMEDIATELY IF A CONFLICT IS DISCOVERED.3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN, COORDINATING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITY SERVICES ENTERING THE BUILDING AND/OR CROSSING OTHER UTILITIES.4. ALL WATER AND SANITARY SEWER SERVICES SHALL TERMINATE 5 FEET OUTSIDE THE BUILDING, UNLESS NOTED OTHERWISE. THE END OF THESE SERVICES SHALL BE TIGHTLY PLUGGED OR CAPPED AND MARKED UNTIL THE CONNECTION IS MADE TO THE BUILDING PIPING.5. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE UTILITIES. ALL PIPE, STRUCTURES, AND FITTINGS SHALL BE INSPECTED BY THE ENGINEERING INSPECTOR FOR PIPES WITHIN THE ESMT. & R.O.W. AND/OR CODE ENFORCEMENT INSPECTOR FOR PIPES OUTSIDE ESMT. & R.O.W. PRIOR TO BEING COVERED. THE INSPECTOR MUST ALSO BE PRESENT DURING DISINFECTION AND PRESSURE TESTING OF ALL MAINS.6. ALL WATER MAINS ARE TO BE AS SHOWN ON THE DRAWINGS. WATER MAINS SHALL HAVE A MIN. COVER OF 4 FEET FROM FINISHED GRADE TO TOP OF PIPE AND SHALL BE BEDDED AND BACKFILLED IN ACCORDANCE WITH THE CITY OF COPPELL STANDARD DETAILS. ALL FIRE HYDRANTS, BENDS AND PIPE ENDS SHALL BE BLOCKED WITH CONCRETE PER CITY DETAILS.7. ALL WATER SERVICES 2 INCHES AND SMALLER SHALL BE COPPER "K".8. ALL FIRE HYDRANTS SHALL BE PRIMED AND PAINTED WITH A MACHINE IMPLEMENT GRADE ENAMEL PAINT. THE HYDRANT BODY AND BONNET SHALL BE PAINTED IN ACCORDANCE WITH THE CITY OF COPPELL STANDARDS.9. ALL APPURTENANCES USED FOR FIRE PROTECTION SHALL CONFORM TO THE CURRENT CITY OF COPPELL FIRE DEPARTMENT STANDARDS AND SPECIFICATIONS. (BP-1 & BP-25)10. FIRE SPRINKLER LINE SHALL BE SIZED AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR.(BP-25)11. SANITARY SEWER MAINS BE BACKFILLED AND BEDDED IN ACCORDANCE WITH CITY OF COPPELL STANDARD DETAILS.12. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT A TRENCH EXCAVATION PROTECTION PLAN PREPARED, SIGNED, AND SEALED BY A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF TEXAS, FOR ALL CONSTRUCTION IN EXCAVATIONS DEEPER THAN 5 FEET, PRIOR TO START OF CONSTRUCTION. SAID SAFETY PLAN SHALL CONFORM TO ALL APPLICABLE FEDERAL AND STATE LAWS REGARDING EXCAVATING AND TRENCHING OPERATIONS.13. THE CITY OF COPPELL WILL INSPECT ALL "PUBLIC" CONSTRUCTION. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES.14. FIRE HYDRANTS & WATER METERS TO BE PROTECTED BY EITHER 6" CURB OR BOLLARDS. (SEE DETAILS)1. ACCESSIBILITY ROUTE IS PROVIDED ON-SITE FROM H.C. PARKING TO OFFICE2. SLOPES ON ACCESSIBLE ROUTES MAY NOT EXCEED 1:20 UNLESS DESIGNED AS A RAMP.3. ACCESSIBLE ROUTES MUST HAVE A CROSS SLOPE NO GREATER THAN 1:504. GROUND SURFACES ALONG ACCESSIBLE ROUTES MUST BE STABLE, FIRM, AND SUP RESISTANT.5. MAXIMUM GRADE IN ANY PARKING SPACE IS 2% MAXIMUM GRADE ON ACCESSIBLE WIH MINIMUM 2% CROSS SLOPE.1. FIRE ZONES SHALL BE ESTABLISHED BY PAINTING CURBS RED, STENCIL THE WORDS "FIRE LANE/TOW AWAY ZONE" INWHITE LETTERS 3" HIGH AT AT 35' INTERVALS ALONG THE CURB. IN ADDITION, SIGNS SHALL BE POSTED AT BOTH ENDS OFA FIRE ZONE AND AT INTERVALS OF 50 FEET OR LESS.2. FOR FIRE DEPARTMENT ACCESS VERTICAL CLEARANCE SHALL BE A MINIMUM OF 13'-6" FOR ALL DRIVEWAYS ANDINTERNAL CIRCULATION AREAS ON HIS SITE. TRIM TREE BRANCHES IF NECESSARY TO ACHIEVE THE REQUIRED CLEARANCE.NOTE: THE GENERAL NOTES APPLY TO ALL SHEETS.S.I. ABED
97531 THESE CONSTRUCTION PLANS WERE PREPARED
UNDER THE RESPONSIBLE SUPERVISION OF S.I.
ABED, REGISTERED PROFESSIONAL ENGINEER NO.
97531. THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY S.I. ABED, P.E.
#97531
DESIGN DEVELOPMENT
CONSULTANTS, INC.
CIVIL, MUNICIPAL & LAND DEVELOPMENT CONSULTANT
FIRM REGISTRATION # 10970
400 CHISHOLM PLACE, SUITE 410, PLANO, TX. 75075
SITE OFFICE: 503 WADE COURT, EULESS, TX, 76039.
Tel: 214-868-9320 Fax: 1-866-531-8263
NORTHPOINT ADDITION LOT 1-R-1 & 1-R-2
PART OF 11.980 ACRES, LOT 1R, BLOCK 1, NORTHPOINT ADDITION
J. GIBSON SURVEY, ABSTRACT NO. 586 & 1716
CITY OF COPPELL, DALLAS COUNTY,TEXAS.
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CITY SUBMITTAL03-10-17
12/14/21
CITY SUBMITTAL05-10-17S.I.ABED015018.00SCALE:DATE:DRAWN:CHECKED BY:PROJECT #SHEET NO:A.I.03/26/18CITY SUBMITTAL06-23-17
CITY SUBMITTAL01-11-18
CITY SUBMITTAL03-26-18
AS-BUILT12-14-21 WATER AND SANITARY SEWER GENERAL NOTESACCESSIBILITY ROUTE GENERAL NOTESFIRE ZONE AND VERTICAL CLEARANCE NOTES1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF COPPELLSPECIFICATIONS AND DETAILS, NCTCOG SPECIFICATIONS, AND TxDOTSPECIFICATIONS.2. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICESSHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES."3. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OFALL EXISTING UTILITIES BEFORE CONSTRUCTION. CONTRACTOR IS RESPONSIBLEFOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPEOF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTORSHALL REPLACE THEM AT HIS OWN EXPENSE.4. CONTRACTOR SHALL NOTIFY THE CITY OF COPPELL MINIMUM 2 WORKINGDAYS PRIOR TO BEGINNING CONSTRUCTION WITHIN CITY RIGHT-OF-WAY.5. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRELANES,PARKING STALLS, HANDICAPPED PARKING SYMBOLS, AND MISC. STRIPINGWITHIN PARKING LOT AND AROUND BUILDING AS SHOWN ON THE PLANS. SEEARCH. PLANS FOR PARKING LOT STRIPING DETAILS ADJACENT TO BUILDING.6. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS INDICATEDOTHERWISE.7. ALL CURB RADII ON FIRELANES ARE 20' UNLESS INDICATED OTHERWISE.8. THE CONTRACTOR SHALL SUBMIT A JOINT LAYOUT PLAN TO THE ENGINEERFOR APPROVAL PRIOR TO THE START OF PAVEMENT CONSTRUCTION.9. ALL JOINTS SHALL EXTEND THROUGH THE CURB.10. MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS IS 1.5 FEET.11. INSTALL EXPANSION JOINTS IN DRIVEWAYS @ R.O.W. LINES ONLY12. EXPANSION JOINTS SHALL BE SEALED.13. SAWCUT JOINTS SHALL NOT BE SEALED EXCEPT CONTROLLED JOINTS.14. CONSTRUCTION JOINTS SHALL BE SEALED.15. TRANSVERSE JOINTS MAY BE SKEWED OR ADJUSTED BY SHIFTING TO MEETMANHOLES, INLETS, OTHER STRUCTURES, ETC.16. ALL REINFORCING STEEL, SHALL BE NEW DOMESTIC BILLET STEELCONFORMING TO ASTM A-615, GRADE 60, AND SHALL BE SUPPORTED BY BARCHAIRS.17. MANHOLES, WATER VALVES, AND CLEANOUTS MAY BE BOXED OUT ORISOLATED USING EXPANSION JOINT FILLER. MINIMUM LENGTH OF EACH SIDE OFBOX OUT SHALL BE 18 INCHES.18. SEE IRRIGATION PLAN FOR LOCATION OF PROPOSED SLEEVING.1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF COPPELL STANDARDS,SPECIFICATIONS,AND DETAILS; TXDOT SPECIFICATIONS.2. VEGETATION, DEBRIS, AND TOPSOIL CONTAINING ORGANIC MATERIALS SHOULD BE CLEAREDAND GRUBBED FROM THE ENTIRE SITE (APPROX.DEPTH OF 8 INCHES) AT THE BEGINNING OFEARTHWORK.3. REFERENCE CIVIL SPECIFICATIONS AND PLAN SHEETS FOR PAVEMENT SUBGRADE PREPARATIONREQUIREMENTS.REFERENCE ARCHITECTURAL AND STRUCTURAL SPECIFICATIONS AND PLAN SHEETSFOR BUILDING PAD PREPARATION.FOR ADDITIONAL INFORMATION,REFER TO THE GEOTECHREPORT.4. PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN PAVED AREAS REFLECT TOP OFPAVEMENT SURFACE OR TOP OF CURB AT CURB LINE.THE LIMIT OF EARTHWORK IN PAVED AREAS ISTHE BOTTOM OF PAVEMENT. PROPOSED CONTOURS SHOWN OUTSIDE PAVED AREAS ARE THEEXACT LIMITS OF GRADING.5. THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALLEXISTING UTILITIES PRIOR TO START OF EARTHWORK AND SHALL NOTIFY THE ARCHITECT ANDENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTINGEXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION. IF ANY EXISTINGUTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE.6. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OFCONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHOD APPROVED BYTHE CITY OF COPPELL ) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROMFLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLEFEDERAL,STATE, OR LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. CONTRACTORSHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENTDRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TOPREVENT EROSION.7. ROUGH GRADING UNDER PROPOSED PAVING AND ALL GENERAL SITE ROUGH GRADING SHALL BEBROUGHT TO WITHIN +/- 0.1 FOOT. ROUGH GRADING ELEVATIONS IN PAVED AREAS ARE TOBOTTOM OF PAVEMENT. SEE LANDSCAPE PLANS FOR ADDITIONAL GRADING ELEVATIONS INLANDSCAPED AREAS.8. FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY, THE CONTRACTOR SHALL:A. NOTIFY THE CITY A MINIMUM OF 2 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION ANDHAVE ALL NECESSARY PERMITS.B. NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT ON THE SHOULDERS OF PAVEMENT OR INMEDIAN STRIPS. THE PAVEMENT SHALL BE KEPT CLEAN, FREE OF ANY MUD OR EXCAVATIONWASTE FROM TRUCKS OR OTHER EQUIPMENT. ON COMPLETION OF THE WORK, ALL DEBRIS ANDEXCESS MATERIAL SHALL BE REMOVED FROM THE RIGHT OF WAY.C. PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH AS SIGNS, FLAGMEN,LIGHTS, AND BARRICADES AS REQUIRED BY THE CITY OF COPPELL AND IN ACCORDANCE WITHTHE TEXAS MUTCD. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HOLD HARMLESSTHE THE STATE OF TEXAS, THE CITY OF COPPELL , AND THE OWNER FROM ANY CLAIMS FORDAMAGE DONE TO EXISTING PRIVATE PROPERTY, PUBLIC UTILITIES, OR TO THE TRAVELING PUBLIC.D. POST NECESSARY BONDS AS REQUIRED BY THE CITY AND/OR THE STATE.9. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTORSHALL CONTROL DUST BY SPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THEARCHITECT, ENGINEER, AND THE OWNER, AT NO ADDITIONAL COST TO THE OWNER.10. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY EXISTING STRUCTURES, FENCES, DEBRIS,OR TREES ON SITE, AND SHALL COORDINATE ALL REMOVAL WITH THE GENERAL CONTRACTOR.NO TREES OR OTHER ITEMS SHALL BE REMOVED WITHOUT THE APPROVAL OF THE ARCHITECT,ENGINEER, AND OWNER. ALL TREES NOT REMOVED SHALL BE GUARDED AND PRESERVED DURINGCONSTRUCTION. IF DAMAGED, THE EXISTING TREE WILL BE REPLACED (EQUAL CALIPER) AT THECONTRACTOR'S EXPENSE.11. THE CONTRACTOR MAY EMPLOY, AT HIS EXPENSE, A QUALIFIED SOILS LAB TO DETERMINE IF THEEXISTING SUBGRADE AND ON SITE, NATIVE MATERIAL IS WITHIN SPECIFICATIONS PRIOR TOSTARTING FILL OPERATIONS. 12. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.UNUSABLE EXCA- VATED MATERIAL AND ALL WASTE RESULTING FROM SITE CLEARING ANDGRUBBING SHALL BE DISPOSED OF OFF SITE BY THE GRADING CONTRACTOR AT HIS EXPENSE.13. BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THELIMITS OF PAVEMENT AND OTHER ITEMS ESTABLISHED BY THE PLANS. THE CONTRACTOR SHALLPROTECT AND PRESERVE CONTROL POINTS AT ALL TIMES DURING THE COURSE OF THE PROJECT.THE GRADING CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FORLINE AND GRADE CONTROL POINTS RELATED TO EARTH-WORK.14. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS,MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES.GENERAL PAVING NOTESSITE GRADING GENERAL NOTESN.T.S.C-1AS-Built Drawings are prepared on the basis of theinformation provided by the contractor and theowner. DDC, Inc. does not take any responsibility forconstruction materials and methods or any kind oferror, omission, modification during construction.12/14/21
C-2 DIMENSION CONTROL /PAVING PLAN
S.I. ABED
97531 THESE CONSTRUCTION PLANS WERE PREPARED
UNDER THE RESPONSIBLE SUPERVISION OF S.I.
ABED, REGISTERED PROFESSIONAL ENGINEER NO.
97531. THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY S.I. ABED, P.E.
#97531
DESIGN DEVELOPMENT
CONSULTANTS, INC.
CIVIL, MUNICIPAL & LAND DEVELOPMENT CONSULTANT
FIRM REGISTRATION # 10970
NORTHPOINT ADDITION
PART OF 11.980 ACRES, LOT 1R, BLOCK 1, NORTHPOINT ADDITION
J. GIBSON SURVEY, ABSTRACT NO. 586 & 1716
CITY OF COPPELL, DALLAS COUNTY,TEXAS.
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CITY SUBMITTAL3-10-17 NORTHBENCHMARKSTOP SECURITY MONUMENT WITH ACCESS COVER SET INTHE SOUTH MEDIAN, JUST NORTH OF AN INLET AT THEINTERSECTION OF SOUTHWESTERN, BELT LINE RD. E,AND BELT LINE RD. S. (CITY OF COPPELL STATION NO:6)ELEVATION: 517.39'ABBREVIATION LEGENDABBR. DEFINITIONIRF IRON ROD FOUNDCIRS IRON ROD SET w/CAP STAMPED"WAI"CIRF IRON ROD FOUND w/CAPXCS "X" CUT IN CONCRETE SETXCF "X" CUT IN CONCRETE FOUNDPKS PK NAIL SETPKF PK NAIL FOUNDPP POWER POLEGW GUY WIREMH MANHOLEWV WATER VALVETP TELEPHONE PEDESTALWM WATER METERFH FIRE HYDRANTICV IRRIGATION CONTROL VALVECO CLEANOUTAC AIR CONDITIONERSB SIGNAL BOXSP SIGNAL POLESN SIGNSS SANITARY SEWERSW STORM SEWERTF TRANSFORMERGM GAS METERGMK GAS MARKERTMK TELEPHONE MARKERTSN TRAFFIC SIGNUGC UNDERGROUND CABLE MARKEREB ELECTRIC BOXEM ELECTRIC METERCC# COUNTY CLERK'S INSTRUMENT No.CM CONTROLLING MONUMENTGI GRATE INLETIN INLETHC HANDICAPPEDMP METAL POSTMB MAIL BOXMESQ MESQUITEHACK HACKBERRYCHINA CHINABERRYBOIS BOIS-D-ARC0'15'30'Scale 1"=30'60'CITY SUBMITTAL05-10-17
400 CHISHOLM PLACE, SUITE 410, PLANO, TX. 75075
SITE OFFICE: 503 WADE COURT, EULESS, TX, 76039.
Tel: 214-868-9320 Fax: 1-866-531-8263 SITE MAPSITESCALE:DATE:DRAWN:CHECKED BY:PROJECT #SHEET NO:S.I.ABED015018.00A.I.03/26/181"=30'CITY SUBMITTAL06-23-17
CITY SUBMITTAL01-11-18
CITY SUBMITTAL03-26-1812/14/21
AS-BUILT12-14-21 AS-Built Drawings are prepared on the basis of theinformation provided by the contractor and theowner. DDC, Inc. does not take any responsibility forconstruction materials and methods or any kind oferror, omission, modification during construction.12/14/21/ADDENDUM-1
K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW3531.5261/2CIRF
5
530.179
1/2CIRF
296536.164LP
417
531.015
LP
1091
531.701
LP
WWWWWWxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x
UCMUCMSWBvaultN89°45'20"W 858.19'S49°19'00"E53.84'Lot 2, Block 1Fellowship of Las Colinas AdditionVolume 99028, Page 27M.R.T.C.T.(Variable Width R.O.W.)10' T.U. Elec. Esmt.(V.97217/P.2461)20' T.U. Elec. Esmt.(V.97217/P.2461)20' Water Esmt.(V.97217/P.2461)15' T.U. Elec. Esmt. ~ (V.97217/P.2461)20' Water Esmt.(V.97217/P.2461)Lot 1R, Block 1Freeport NorthDoc. No. 200600303588M.R.T.C.T.Lot 2, Block 1Freeport NorthDoc. No. 200600303588M.R.T.C.T.20' Pipeline Easement &Right-of-way to Texas Midstream Gas Services, LLCDoc. No. 2008013328110' T.U. Elec. Esmt.(A/7705)30' Fire Lane Easement(V.99028/P.27)15' Utility Easement ~ (V.99028/P.27)SSSSSSSSSSWWWWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP1/2"I.R.F.(C.M.)1/2"I.R.S."A.S.C."INLETFL=527.07'Top=531.07''30' Access Easement(Location not determined by deed centered on existingdriveway)V.96097/P.3964, O.P.R.D.C.T.V.12367/P.1221, O.P.R.T.C.T.concreteconcreteconcreteSSSSSSSSSSSSSSWWWWWWSSSSSSSSSSSSSSSSSSSSSSS SS
WW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEX.8" SAN. SWR.EX.8" SAN. SWR.20' Pipeline Easement & Right-of-wayto Texas Midstream Gas Services, LLCDoc. No. 20080133281 & Doc. No.20080149747O.P.R.D.C.T.626.63'90'9'117'6.3'20'24.8'12.3'6'14.5'8.1'6'18'18'6'54'9'90'28'27'17.5'18.5'24'27.5'11'30'24'81'66.1'10'24'39'24'261.9'15'2'99'10'81'24.5'24'10.5'18'24'18'205.2'18'27'20.6'60.4'24'24'39'24'20'9.6'29.4'24'20'11.1'135'5'11.2'8'5'9'45'7'10'18'8'10'24'18'12'11.3'13.3'24'18'10.5'9'18'5'24'18'21'24'181.3'30'30'8.1'9.2'157.1'18'24'18'12.5'13100610020209091107110815141509R2'R2'R2'R2'R2'R2'R2'R2'R2'R2'R2'R2'R2'R2'R2'R2'R30'R30'R30'R20'R2'R2'R2'R2'R2'R2'R2'R2'R2'R10'R20'R20'R10'R2'R2'R2'R10'R10'R30'R30'R30'R30'PROP. 27' FIRE LANEPROP. 24' FIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANENORTH HOTELFEE=532.5CONCEPT SITE PLANS30'24'17'10.5'R30'R30'R30'25.5'24'30'209'N89°45'20"W350.01'PROP. 27' ACCESS ESMT. & FIRELANE (BY THIS PLAT )PROP. 27' ACCESS ESMT. &FIRE LANE (BY THIS PLAT )PROP. 24' ACCESS ESMT. &FIRE LANE (BY THIS PLAT )PROP. 24' ACCESS ESMT. &FIRE LANE (BY THIS PLAT )FIRE LANEFIRE LANEFIRE LANE25.88'N24°03'33"EN90°00'00"W307.25'578.36'PROP. 24' FIRE LANEPROP. 24' FIRE LANEPROP. 27' FIRE LANE20' Pipeline Easement &Right-of-way to Texas Midstream Gas Services, LLCDoc. No. 20080133281O.P.R.D.C.T.S00°14'35"ELOT 1R-2, BLOCK 1NORTH POINT ADDITION120,650 SF(2.76 ACRES)ALOFT HOTELFFE: 532.5LOT 1R-1, BLOCK 1NORTH POINT ADDITIONΔ=23°46'20"R=845.00' L=350.58'S77°47'10"E 348.07'Lot 1R, Block 1Northpoint AdditionDoc. No. 20080234110, M.R.D.C.T.Cabinet A, Slide 12987, P.R.T.C.T.11.980 Acres(remainder)PROP. 24' ACCESS ESMT. &FIRE LANE (BY THIS PLAT )PROP.10' UTILITY ESMT.(BY THIS PLAT)N00°14'35"EΔ=16°35'20"R=845.00' L=244.65'S57°36'30"E 243.80'PROP. 5' SIDEWALK"ASC""ASC""ASC""ASC"PROP. 5' SIDEWALKPROP. 5' SIDEWALKPROP. 5' SIDEWALKPROP. 5' SIDEWALK[FUTURE DEVELOPMENT/ CURB, PARKING LOT][FUTURE DEVELOPMENT/ CURB, PARKING LOT][FUTURE DEVELOPMENT/ CURB, PARKING LOT]R30'R30'R30'R30'PROP. 5' SIDEWALK9'14.2'18'18'12.3'18'11.9'81'8.7'8.4'136'126'27'7.7'9'11.4'R2'18'27'R2'R2'R2'R75'R30'R2'R2'R2'27'18'10.5'20'45'05R2'1310.5'13'5.0'5'PROP. 24' FIRE LANER5'54'18'R2'WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W
W W W W W W WSSSSSSSSSSSSSSSSSS WWWWWWWWWSSSSSSSPH-1LOT 1R3, BLOCK 1NORTH POINT ADDITION120,650 SF(2.76 ACRES)ALOFT HOTELFFE: 532.5K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINASEX. 5' SIDEWALKEX. 5' SIDEWALKEX. 5' SIDEWALK031440.4'33'40.6'9'99'27'R2'R2'R2'R10'R10'9'72'R2'R2'126.0'SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSROOF DRAINROOF DRAINROOF DRAINROOF DRAINROOFDRAINROOFDRAINROOF DRAIN12" FULL DEPTH SAWCUT &REMOVE EX. CONC. PVMT. INSTALLLONGITUDINAL BUTT JOINT TO TIEEX. & PROPOSED PAVEMENT.31.2'83.6'SAWCUT & REMOVE EX. CURB &GUTTER AT THESE LOCATIONS.INSTALL LONGITUDINAL BUTT JOINTTO TIE EX. & PROPOSED PAVEMENTDO NOT INSTALL CURBAT THIS LOCATIONINSTALL TDLR APPROVED BARRIERFREE RAMP. PAINTED STRIPE,HANDICAP SIGN & TYPICAL WHEELSTOP.INSTALL TDLR APPROVED BARRIERFREE RAMP. PAINTED STRIPE,HANDICAP SIGN & TYPICAL WHEELSTOP.INSTALL TDLR APPROVED BARRIERFREE RAMP. PAINTED STRIPE,HANDICAP SIGN & TYPICAL WHEELSTOP.INSTALL TDLR APPROVEDBARRIER FREE RAMP.INSTALL:6' HIGH MASONRYSCREEN WALL DUMPSTERENCLOSURE w/RECYCLEINSTALL:6' HIGH MASONRYSCREEN WALL DUMPSTERENCLOSURE w/RECYCLEDO NOT INSTALL CURBAT THIS LOCATION12" FULL DEPTH SAWCUT &REMOVE EX. CONC. PVMT. INSTALLLONGITUDINAL BUTT JOINT TO TIEEX. & PROPOSED PAVEMENT.DO NOT INSTALL CURBAT THIS LOCATIONINSTALL 2'CONCRETE FLUME
C-3NOTES:1. ALL BARRIER FREE RAMP SHOULD BE TDLR APPROVED.2. SIDEWALK & HANDICAP ROUTE LONGITUDIALSLOPE SHOULD NOT EXCEED 5% AND CROSS SLOPESHALL NOT EXCEED 2%.31.00 T/PT/C-TOP OF CURBT/P-TOP OF PAVEMENT31.50 T/C31.00 T/PGRADING PLAN 31.00 T/IS.I. ABED
97531 THESE CONSTRUCTION PLANS WERE PREPARED
UNDER THE RESPONSIBLE SUPERVISION OF S.I.
ABED, REGISTERED PROFESSIONAL ENGINEER NO.
97531. THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY S.I. ABED, P.E.
#97531
DESIGN DEVELOPMENT
CONSULTANTS, INC.
CIVIL, MUNICIPAL & LAND DEVELOPMENT CONSULTANT
FIRM REGISTRATION # 10970
NORTHPOINT ADDITION
PART OF 11.980 ACRES, LOT 1R, BLOCK 1, NORTHPOINT ADDITION
J. GIBSON SURVEY, ABSTRACT NO. 586 & 1716
CITY OF COPPELL, DALLAS COUNTY,TEXAS.
1
2
3
4
5
6
7
CITY SUBMITTAL3-10-17 NORTHBENCHMARKSTOP SECURITY MONUMENT WITH ACCESS COVER SET INTHE SOUTH MEDIAN, JUST NORTH OF AN INLET AT THEINTERSECTION OF SOUTHWESTERN, BELT LINE RD. E,AND BELT LINE RD. S. (CITY OF COPPELL STATION NO:6)ELEVATION: 517.39'ABBREVIATION LEGENDABBR. DEFINITIONIRF IRON ROD FOUNDCIRS IRON ROD SET w/CAP STAMPED"WAI"CIRF IRON ROD FOUND w/CAPXCS "X" CUT IN CONCRETE SETXCF "X" CUT IN CONCRETE FOUNDPKS PK NAIL SETPKF PK NAIL FOUNDPP POWER POLEGW GUY WIREMH MANHOLEWV WATER VALVETP TELEPHONE PEDESTALWM WATER METERFH FIRE HYDRANTICV IRRIGATION CONTROL VALVECO CLEANOUTAC AIR CONDITIONERSB SIGNAL BOXSP SIGNAL POLESN SIGNSS SANITARY SEWERSW STORM SEWERTF TRANSFORMERGM GAS METERGMK GAS MARKERTMK TELEPHONE MARKERTSN TRAFFIC SIGNUGC UNDERGROUND CABLE MARKEREB ELECTRIC BOXEM ELECTRIC METERCC# COUNTY CLERK'S INSTRUMENT No.CM CONTROLLING MONUMENTGI GRATE INLETIN INLETHC HANDICAPPEDMP METAL POSTMB MAIL BOXMESQ MESQUITEHACK HACKBERRYCHINA CHINABERRYBOIS BOIS-D-ARC0'15'30'Scale 1"=30'60'CITY SUBMITTAL05-10-17
400 CHISHOLM PLACE, SUITE 410, PLANO, TX. 75075
SITE OFFICE: 503 WADE COURT, EULESS, TX, 76039.
Tel: 214-868-9320 Fax: 1-866-531-8263 SITE MAPSITESCALE:DATE:DRAWN:CHECKED BY:PROJECT #SHEET NO:S.I.ABED015018.00A.I.03/26/181"=30'CITY SUBMITTAL06-23-17
CITY SUBMITTAL01-11-18
CITY SUBMITTAL03-26-1812/14/21
AS-BUILT12-14-21 EXISTING CONTOURPROPOSED CONTOUREX. TOP OF PAVEMENT ELEV.(531.0)TOP OF INLET ELEV.(531.0)531531LEGENDAS-Built Drawings are prepared on the basis of theinformation provided by the contractor and theowner. DDC, Inc. does not take any responsibility forconstruction materials and methods or any kind oferror, omission, modification during construction.12/14/21FDCK-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA 384533.154TRANSFPAD385533.207TRANSFPAD386532.994TRANSFPAD387532.863TRANSFPAD
467
530.898
GWS
481
531.428
GWS
604
527.265
GWS605
527.507
GWS606
526.973
GWSsign transformerpadGWSGWSGWSGWSGWSUCMUCMSWBvaultN89°45'20"W 858.19'N86°48'10"E21.62'S49°19'00"E53.84'Lot 2, Block 1Fellowship of Las Colinas AdditionVolume 99028, Page 27M.R.T.C.T.(Variable Width R.O.W.)10' T.U. Elec. Esmt.(V.97217/P.2461)20' Water Esmt.(V.97217/P.2461)15' T.U. Elec. Esmt. ~ (V.97217/P.2461)20' Water Esmt.(V.97217/P.2461)Lot 1R, Block 1Freeport NorthDoc. No. 200600303588M.R.T.C.T.Lot 2, Block 1Freeport NorthDoc. No. 200600303588M.R.T.C.T.20' Pipeline Easement &Right-of-way to Texas Midstream Gas Services, LLCDoc. No. 20080133281O.P.R.D.C.T.10' T.U. Elec. Esmt.(A/7705)30' Mutual Access Esmt.(Doc. No. 20080234110)(A/12987)30' Fire Lane Easement(V.99028/P.27)1/2"I.R.F.(C.M.)1/2"I.R.S."A.S.C."1/2"I.R.S."A.S.C."1/2"I.R.S."A.S.C."INLETFL=526.71'Top=530.71'INLETFL=527.07'Top=531.07''53
1
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52
9
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528'
528'
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5
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8
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531'531'532'532'532'531'531'531'531'531'531'531'531'528'530'531'530'529'528'530'52
9
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'30' Access Easement(Location not determined by deed centered on existingdriveway)V.96097/P.3964, O.P.R.D.C.T.V.12367/P.1221, O.P.R.T.C.T.SSSSSPROP. 30" STORMPROP. 30" RCP STORMPROP 8" WATERPROP 8" WATER (PRIVATE)PROP 8" WATER524.5525.0525.50PROP. 6" SAN. SWR. (PRIVATE)SSPROP. 6" SAN. SWR. (PRIVATE)PROP. 4" FDCPROP 8" WATERPROP. 3" DOM.(PRIVATE)FHEX.8" SAN. SWR.EX.8" SAN. SWR.524.7520' Pipeline Easement & Right-of-wayto Texas Midstream Gas Services, LLCDoc. No. 20080133281 & Doc. No.20080149747O.P.R.D.C.T.PROP 8" SAN. SWR. (PUBLIC)626.63'PROP. 27' FIRE LANEPROP. 24' FIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANENORTH HOTELFEE=532.5CONCEPT SITE PLANSN89°45'20"W350.01'FIRE LANEFIRE LANEFIRE LANE25.88'N24°03'33"EN90°00'00"W307.25'578.36'PROP. 24' FIRE LANEPROP. 24' FIRE LANEPROP. 27' FIRE LANE20' Pipeline Easement &Right-of-way to Texas Midstream Gas Services, LLCDoc. No. 20080133281O.P.R.D.C.T.S00°14'35"ELOT 1R-2, BLOCK 1NORTH POINT ADDITION120,650 SF(2.76 ACRES)ALOFT HOTELFFE: 532.5LOT 1R-1, BLOCK 1NORTH POINT ADDITIONΔ=23°46'20"R=845.00' L=350.58'S77°47'10"E 348.07'Lot 1R, Block 1Northpoint AdditionDoc. No. 20080234110, M.R.D.C.T.Cabinet A, Slide 12987, P.R.T.C.T.11.980 Acres(remainder)PROP. 4" FDCPROP. 6" FIRE LINE3" DOM.N00°14'35"EPROP. 30" STORMPROP. 24" STORMPROP. 30" STORMPROP 18" RCP STORMΔ=16°35'20"R=845.00' L=244.65'S57°36'30"E 243.80'PROP. 5' SIDEWALK"ASC""ASC""ASC""ASC"8" WATERPROP. 24" STORMPROP. 18" STORMPROP. 30" STORMPROP. 24" STORMPROP. 5' SIDEWALKPROP. 5' SIDEWALKPROP. 5' SIDEWALKPROP. 5' SIDEWALK[FUTURE DEVELOPMENT/ CURB, PARKING LOT][FUTURE DEVELOPMENT/ CURB, PARKING LOT][FUTURE DEVELOPMENT/ CURB, PARKING LOT]PROP. 36" STORM525.25530529528527527526531.50530532531.5531.5531.5531.5531.5532.5532.5531.5531
532531530
530531531531.5531.5531.5531.5PROP. 18" STORMPROP. 5' SIDEWALKPROP. 30" STORM524.969STA. 2+90.98 PROP. SWALEEND PROP. SWALESTART 1-36" ''TYPE B'' HEADWALL0+0
0
1+
0
0
2+
0
0 Proposed sedimentbasin capacity: 42,400 cft529.5PROP. 24' FIRE LANE530.7T/P530.8T/P530.6T/P530.8T/P530.4T/P530.3T/P530.5T/P530.6T/P530.9T/P531.2T/P530.6T/P530.2T/P530.9T/P530.9T/P531.0T/P530.4T/P531.4T/PSTA. 0+00.00 PROP. SWALEBEGIN PROP. SWALEMATCH w/ EX. GRADEMAX. 4:1SIDE SLOPEWVWVWVWV12" WATER1" IRR.FHFHFDCEX. FHFH(PRIVATE)1" IRR.3" DOM.3" DOM.S6" FIRE LINEPH-1LOT 1R3, BLOCK 1NORTH POINT ADDITION120,650 SF(2.76 ACRES)ALOFT HOTELFFE: 532.5K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINAS EX. 3" DOM.EX. 5' SIDEWALKEX. 5' SIDEWALKEX. 5' SIDEWALKROOF DRAINROOF DRAINROOF DRAINFH (PRIVATE)ROOF DRAINROOFDRAINROOFDRAINROOF DRAIN30.65 T/C30.15 T/P30.55 T/C30.05 T/P30.40 T/C29.90 T/P30.45 T/C29.95 T/P30.35 T/C29.85 T/P30.25 T/C29.75 T/P32.00 T/C31.50 T/P31.80 T/C31.30 T/P31.20 T/C30.70 T/P31.00 T/C30.50 T/P30.10 T/C29.60 T/P30.60 T/C30.10 T/P30.50 T/C30.00 T/P30.30 T/C29.80 T/P30.50 T/C30.00 T/P30.00 T/C29.50 T/P32.50 T/C32.00 T/P32.40 T/C31.90 T/P32.30 T/C31.80 T/P31.80 T/C31.30 T/P31.80 T/C31.30 T/P31.90 T/C31.40 T/P31.80 T/C31.30 T/P32.40 T/C31.90 T/P32.00 T/C31.50 T/P32.10 T/C31.60 T/P32.00 T/C31.50 T/P32.20 T/C31.70 T/P31.80 T/C31.30 T/P31.80 T/C31.30 T/P31.70 T/C31.20 T/P31.80 T/C31.30 T/P31.80 T/C31.30 T/P31.60 T/C31.10 T/P31.80 T/C31.30 T/P31.60 T/C31.10 T/P32.00 T/C31.50 T/P32.10 T/C31.60 T/P32.10 T/C31.60 T/P32.10 T/C31.60 T/P32.00 T/C31.50 T/P31.90 T/C31.40 T/P30.70 T/C30.20 T/P32.00 T/C31.50 T/P32.30 T/C31.80 T/P31.60 T/P31.00 T/I31.00 T/I31.00 T/I31.00 T/I31.00 T/I31.90 T/C31.40 T/P32.00 T/C31.50 T/P32.20 T/C31.70 T/P32.20 T/C31.70 T/P31.50 T/P31.50 T/P31.60 T/P 31.60 T/P31.50 T/P32.20 T/C31.70 T/P31.50 T/P31.50 T/P32.40 T/P31.85 T/P 31.50 T/I31.00 T/I 31.60 T/P30.00 T/C29.50 T/P31.50 T/C31.00 T/P28.00 T/P32.05 T/S32.25 T/C31.75 T/P32.40 T/C31.90 T/P32.20 T/C31.70 T/P31.90 T/C31.40 T/P30.60T/C30.10 T/P32.25 T/C31.90 T/P32.25 T/C31.75 T/P32.20 T/C31.70 T/P31.50 T/C31.00 T/P32.00 T/C31.50 T/P31.55 T/P32.50 T/P31.50 T/P31.50 T/P32.40 T/C31.90 T/P32.00 T/C31.50 T/P 31.50 T/P30.10 T/C29.60 T/P29.75 T/C29.25 T/P30.20 T/C29.70 T/P31.10 T/C30.60 T/P31.10 T/C30.60 T/P30.70 T/C30.20 T/P 31.00 T/I 31.00 T/I 31.00 T/I 31.00 T/I29.50 T/C29.00 T/P28.60 T/C28.00 T/P29.20 T/C28.70 T/P31.70 T/C31.20 T/P29.20 T/P31.80 T/C31.30 T/P31.80 T/C31.30 T/PGrading Contractor to ensure positive slopefrom Eastern Property Line towards thedriveway to ensure flow to the driveway.
S.I. ABED
97531 THESE CONSTRUCTION PLANS WERE PREPARED
UNDER THE RESPONSIBLE SUPERVISION OF S.I.
ABED, REGISTERED PROFESSIONAL ENGINEER NO.
97531. THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY S.I. ABED, P.E.
#97531
DESIGN DEVELOPMENT
CONSULTANTS, INC.
CIVIL, MUNICIPAL & LAND DEVELOPMENT CONSULTANT
FIRM REGISTRATION # 10970
400 CHISHOLM PLACE, SUITE 410, PLANO, TX. 75075
SITE OFFICE: 503 WADE COURT, EULESS, TX, 76039.
Tel: 214-868-9320 Fax: 1-866-531-8263
NORTHPOINT ADDITION LOT 1-R-1 & 1-R-2
PART OF 11.980 ACRES, LOT 1R, BLOCK 1, NORTHPOINT ADDITION
J. GIBSON SURVEY, ABSTRACT NO. 586 & 1716
CITY OF COPPELL, DALLAS COUNTY,TEXAS.
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CITY SUBMITTAL03-10-17
12/14/21
CITY SUBMITTAL05-10-17S.I.ABED015018.00SCALE:DATE:DRAWN:CHECKED BY:PROJECT #SHEET NO:A.I.03/26/181"=30'CITY SUBMITTAL06-23-17
CITY SUBMITTAL01-11-18
CITY SUBMITTAL03-26-18
AS-BUILT12-14-21OVERALL DRAINAGE AREA MAP
C-4AFOR REFERENCE ONLYAS-Built Drawings are prepared on the basis of theinformation provided by the contractor and theowner. DDC, Inc. does not take any responsibility forconstruction materials and methods or any kind oferror, omission, modification during construction.12/14/21
SITE DRAINAGE AREA PLAN(PROPOSED)C-4BS.I. ABED
97531 THESE CONSTRUCTION PLANS WERE PREPARED
UNDER THE RESPONSIBLE SUPERVISION OF S.I.
ABED, REGISTERED PROFESSIONAL ENGINEER NO.
97531. THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY S.I. ABED, P.E.
#97531
DESIGN DEVELOPMENT
CONSULTANTS, INC.
CIVIL, MUNICIPAL & LAND DEVELOPMENT CONSULTANT
FIRM REGISTRATION # 10970
NORTHPOINT ADDITION
PART OF 11.980 ACRES, LOT 1R, BLOCK 1, NORTHPOINT ADDITION
J. GIBSON SURVEY, ABSTRACT NO. 586 & 1716
CITY OF COPPELL, DALLAS COUNTY,TEXAS.
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CITY SUBMITTAL3-10-17 NORTHBENCHMARKSTOP SECURITY MONUMENT WITH ACCESS COVER SET INTHE SOUTH MEDIAN, JUST NORTH OF AN INLET AT THEINTERSECTION OF SOUTHWESTERN, BELT LINE RD. E,AND BELT LINE RD. S. (CITY OF COPPELL STATION NO:6)ELEVATION: 517.39'ABBREVIATION LEGENDABBR. DEFINITIONIRF IRON ROD FOUNDCIRS IRON ROD SET w/CAP STAMPED"WAI"CIRF IRON ROD FOUND w/CAPXCS "X" CUT IN CONCRETE SETXCF "X" CUT IN CONCRETE FOUNDPKS PK NAIL SETPKF PK NAIL FOUNDPP POWER POLEGW GUY WIREMH MANHOLEWV WATER VALVETP TELEPHONE PEDESTALWM WATER METERFH FIRE HYDRANTICV IRRIGATION CONTROL VALVECO CLEANOUTAC AIR CONDITIONERSB SIGNAL BOXSP SIGNAL POLESN SIGNSS SANITARY SEWERSW STORM SEWERTF TRANSFORMERGM GAS METERGMK GAS MARKERTMK TELEPHONE MARKERTSN TRAFFIC SIGNUGC UNDERGROUND CABLE MARKEREB ELECTRIC BOXEM ELECTRIC METERCC# COUNTY CLERK'S INSTRUMENT No.CM CONTROLLING MONUMENTGI GRATE INLETIN INLETHC HANDICAPPEDMP METAL POSTMB MAIL BOXMESQ MESQUITEHACK HACKBERRYCHINA CHINABERRYBOIS BOIS-D-ARC0'15'30'Scale 1"=30'60'CITY SUBMITTAL05-10-17
400 CHISHOLM PLACE, SUITE 410, PLANO, TX. 75075
SITE OFFICE: 503 WADE COURT, EULESS, TX, 76039.
Tel: 214-868-9320 Fax: 1-866-531-8263 SITE MAPSITESCALE:DATE:DRAWN:CHECKED BY:PROJECT #SHEET NO:S.I.ABED015018.00A.I.03/26/181"=30'CITY SUBMITTAL06-23-17
CITY SUBMITTAL01-11-18
CITY SUBMITTAL03-26-1812/14/21
AS-BUILT12-14-21 AS-Built Drawings are prepared on the basis of theinformation provided by the contractor and theowner. DDC, Inc. does not take any responsibility forconstruction materials and methods or any kind oferror, omission, modification during construction.12/14/21FDC0.35K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA33530.691PP34530.864PP
57
530.692
PP
95
530.961
PP
96
530.865
PP
247530.818PP 296536.164LP
417
531.015
LP
481
531.428
GWS
604
527.265
GWS605
527.507
GWS606
526.973
GWS
1091
531.701
LPsign
GWSGWSGWSGWSUCMUCMSWBvaultLot 2, Block 1Fellowship of Las Colinas AdditionVolume 99028, Page 27M.R.T.C.T.(Variable Width R.O.W.)10' T.U. Elec. Esmt.(V.97217/P.2461)20' T.U. Elec. Esmt.(V.97217/P.2461)20' Water Esmt.(V.97217/P.2461)15' T.U. Elec. Esmt. ~ (V.97217/P.2461)20' Water Esmt.(V.97217/P.2461)Lot 1R, Block 1Freeport NorthDoc. No. 200600303588M.R.T.C.T.Lot 2, Block 1Freeport NorthDoc. No. 200600303588M.R.T.C.T.20' Pipeline Easement &Right-of-way to Texas Midstream Gas Services, LLCDoc. No. 20080133281O.P.R.D.C.T.10' T.U. Elec. Esmt.(A/7705)30' Mutual Access Esmt.(Doc. No. 20080234110)(A/12987)30' Fire Lane Easement(V.99028/P.27)15' Utility Easement ~ (V.99028/P.27)1/2"I.R.F.(C.M.)1/2"I.R.S."A.S.C."INLETFL=527.07'Top=531.07''53
1
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53
1
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53
0
'
52
9
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528'
528'
529'
5
3
0
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530'
53
0
'532'531'531'531'531'531'531'531'531'528'530'531'530'529'528'530'52
9
'529'529'530'5
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531'530'530'
53
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532'531'531'53
0
'30' Access Easement(Location not determined by deed centered on existingdriveway)V.96097/P.3964, O.P.R.D.C.T.V.12367/P.1221, O.P.R.T.C.T.concreteconcreteconcreteSSSSSPROP. 30" STORMPROP. 30" RCP STORMPROP 8" WATERPROP 8" WATER (PRIVATE)PROP 8" WATER525.0525.50RESTAURANTPROP. 6" SAN. SWR. (PRIVATE)SSPROP. 6" SAN. SWR. (PRIVATE)PROP. 4" FDCPROP 8" WATERPROP. 3" DOM.(PRIVATE)FHEX.8" SAN. SWR.EX.8" SAN. SWR.524.7520' Pipeline Easement & Right-of-wayto Texas Midstream Gas Services, LLCDoc. No. 20080133281 & Doc. No.20080149747O.P.R.D.C.T.PROP 8" SAN. SWR. (PUBLIC)626.63'1310061002020909110711081514150912NORTH HOTELFEE=532.5CONCEPT SITE PLANSN89°45'20"W350.01'PROP. 27' ACCESS ESMT. & FIRELANE (BY THIS PLAT )PROP. 27' ACCESS ESMT. &FIRE LANE (BY THIS PLAT )PROP. 24' ACCESS ESMT. &FIRE LANE (BY THIS PLAT )PROP. 24' ACCESS ESMT. &FIRE LANE (BY THIS PLAT )25.88'N24°03'33"EN90°00'00"W307.25'578.36'A0.231.81C0.201.59F0.493.88L0.342.7520' Pipeline Easement &Right-of-way to Texas Midstream Gas Services, LLCDoc. No. 20080133281O.P.R.D.C.T.S00°14'35"ELOT 1R-2, BLOCK 1NORTH POINT ADDITION120,650 SF(2.76 ACRES)ALOFT HOTELFFE: 532.5LOT 1R-1, BLOCK 1NORTH POINT ADDITIONΔ=23°46'20"R=845.00' L=350.58'S77°47'10"E 348.07'Lot 1R, Block 1Northpoint AdditionDoc. No. 20080234110, M.R.D.C.T.Cabinet A, Slide 12987, P.R.T.C.T.11.980 Acres(remainder)PROP. 4" FDCPROP. 6" FIRE LINE3" DOM.PROP. 24' ACCESS ESMT. &FIRE LANE (BY THIS PLAT )PROP.10' UTILITY ESMT.(BY THIS PLAT)N00°14'35"EPROP. 30" STORMPROP. 24" STORMPROP. 30" STORMPROP 18" RCP STORMPROP. 5' SIDEWALKN0.352.81"ASC""ASC""ASC""ASC"8" WATERPROP. 24" STORMPROP. 18" STORMPROP. 30" STORMPROP. 24" STORMPROP. 5' SIDEWALKPROP. 5' SIDEWALKPROP. 5' SIDEWALKPROP. 5' SIDEWALK[FUTURE DEVELOPMENT/ CURB, PARKING LOT][FUTURE DEVELOPMENT/ CURB, PARKING LOT][FUTURE DEVELOPMENT/ CURB, PARKING LOT]PROP. 36" STORM525.25530529528527527526531.50530532531.5531.5531.5531.5531.5532.5532.5531.5531
53253
1530
530531531531.5531.5531.5K0.282.20B0.282.20I0.131.02H0.282.26J0.645.13531.5PROP. 18" STORME0.393.09PROP. 5' SIDEWALKD2.81M0.090.70PROP. 30" STORM45.0'0513529.5O0.060.44G0.766.04WVWVWVWV12" WATER1" IRR.FHFHFDCEX. FHFH(PRIVATE)1" IRR.3" DOM.3" DOM.S6" FIRE LINEPH-1LOT 1R3, BLOCK 1NORTH POINT ADDITION120,650 SF(2.76 ACRES)ALOFT HOTELFFE: 532.5K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA
SEX. 3" DOM.EX. 5' SIDEWALKEX. 5' SIDEWALKEX. 5' SIDEWALK0314ROOF DRAINROOF DRAINROOF DRAINFH (PRIVATE)ROOF DRAINROOFDRAINROOFDRAINROOF DRAIN
STORM SEWER PLAN & PROFILE
C-5A0+001+002+003+004+005+006+00525530535540520545PROFILE STORM SEWER-AS.I. ABED
97531 THESE CONSTRUCTION PLANS WERE PREPARED
UNDER THE RESPONSIBLE SUPERVISION OF S.I.
ABED, REGISTERED PROFESSIONAL ENGINEER NO.
97531. THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY S.I. ABED, P.E.
#97531
DESIGN DEVELOPMENT
CONSULTANTS, INC.
CIVIL, MUNICIPAL & LAND DEVELOPMENT CONSULTANT
FIRM REGISTRATION # 10970
NORTHPOINT ADDITION
PART OF 11.980 ACRES, LOT 1R, BLOCK 1, NORTHPOINT ADDITION
J. GIBSON SURVEY, ABSTRACT NO. 586 & 1716
CITY OF COPPELL, DALLAS COUNTY,TEXAS.SCALE:DATE:DRAWN:CHECKED BY:PROJECT #SHEET NO:1
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CITY SUBMITTAL3-10-17BENCHMARKSTOP SECURITY MONUMENT WITH ACCESS COVER SET INTHE SOUTH MEDIAN, JUST NORTH OF AN INLET AT THEINTERSECTION OF SOUTHWESTERN, BELT LINE RD. E,AND BELT LINE RD. S. (CITY OF COPPELL STATION NO:6)ELEVATION: 517.39'CITY SUBMITTAL05-10-17
400 CHISHOLM PLACE, SUITE 410, PLANO, TX. 75075
SITE OFFICE: 503 WADE COURT, EULESS, TX, 76039.
Tel: 214-868-9320 Fax: 1-866-531-8263 SITE MAPSITENORTH0'Scale 1"=40'80'40'10'S.I.ABED015018.00A.I.03/26/181"=40'CITY SUBMITTAL06-23-17
CITY SUBMITTAL01-11-18
12/14/21 CITY SUBMITTAL03-26-18
AS-BUILT12-14-210+001+001+50525530535540520PROFILE STORM SEWER 'LAT A-1'(STORM-A & LAT A-1)0+001+002+003+005255305355207+008+0011AS-Built Drawings are prepared on the basis of theinformation provided by the contractor and theowner. DDC, Inc. does not take any responsibility forconstruction materials and methods or any kind oferror, omission, modification during construction.12/14/21PROFILE: PROP. DRAINAGE SWALEPROP. GROUNDFLOWHEADWALLRIP RAPEX. GROUNDQ100: 38.92 cfsQCAP: 259.14 cfsSlope 0.005 ft/ftSTA. 0+00.00 STARTPROP. SWALEMATCH w/ EX. GRADEFL. PROP. SWALE= 524.50FL=524.50
FL=524.84
FL=525.19
STA. 2+90.98 ENDPROP. SWALESTART 36" HEADWALLFL. PROP. SWALE= 525.50
STA. 5+97.41 STORM-ACONST. 4'X4' GRATE INLETINLET TOP=531.0±(MATCH W/ PROP. GRADE)
STA. 0+55.97 STORM-A=STA.0+00.00 STORM-BCONST. 5'X5' GRATE INLETINLET TOP=531.0±(MATCH W/ PROP. GRADE)STA.2+01.60 STORM-A=CONST. 4'X4' GRATE INLETINLET TOP=531.0±(MATCH W/ PROP. GRADE)
STA.3+75.28 STORM-ACONST. 4'X4' GRATE INLETINLET TOP= 531.0±(MATCH W/PROP. GRATE)
FL. 30" RCP =526.70
FL. 18" RCP =527.20
FL. 30" RCP =526.40FL. 30" RCP =526.30
FL. 24" RCP =527.85 30" RCP @ 0.3% SLOPE24" RCP @ 0.3% SLOPE24" RCP @ 0.3% SLOPEFL. 24" RCP =527.55
FL. 6" WATER =525.05
FL. 24" RCP =527.55FL. 4" WATER =525.20
FL. 24" RCP =527.35FL. 24" RCP =527.45
FL. 3" WATER =525.30
FL. 30" RCP =526.65FL. 3" WATER =525.35FL. 30" RCP =526.65FL. 4" WATER =525.35FL. 30" RCP =526.65FL. 6" WATER =525.35 STA. 2+77.84 STORM-APROP. 6'' WATER CROSS.FL. 30" RCP =525.90FL. 8" WATER =523.20FL. 30" RCP =525.95FL. 3" WATER =523.70FL. 30" RCP =525.90FL. 3" WATER =523.65 STA. 0+78.74.11 STORM-APROP. 8'' WATER CROSS.STA. 0+00.00 STORM-AINSTALL 1-36 ''TYPE-B'' HEADWALLBEGIN 36'' PIPEINSTALL:5'X5'X6" ROCK RIP-RAPHGL:527.90EX. GRADE@ C OF PIPELSTA. 4+73.67 STORM-ACONST. 4'X4' GRATE INLETINLET TOP= 531.0±(MATCH W/PROP. GRATE)
STA. 5+02.48 STORM-APROP. 3'' WATER CROSS.30" RCP @ 0.3% SLOPEQ: 38.92 cfsVelocity 5.50 ft/sSlope 0.004 ft/ftQ : 16.94 cfsVelocity 3.45ft/sSlope 0.003 ft/ftQ: 13.67 cfsVelocity 2.78 ft/sSlope 0.003 ft/ftQ: 7.03 cfsVelocity 2.24 ft/sSlope 0.003 ft/ftQ: 14.71 cfsVelocity 3.0 ft/sSlope 0.003 ft/ftHGL:529.75HGL:529.83
HGL:530.12HGL:530.25
HGL:530.28Q: 9.83 cfsVelocity 3.13 ft/sSlope 0.003 ft/ftHGL:528.54HGL:528.98HGL:529.12HGL:528.12100 YRS. HGL100 YRS. HGL100100100100STA. 3+06.31 STORM-A=STA.0+00.00 LAT A-1INSTALL:1-24"X18"X45° WYE CONN.
HGL:529.43HGL:529.54 STA. 0+72.31 STORM-APROP. 3'' WATER CROSS.STA. 0+85.16 STORM-APROP. 3'' WATER CROSS.STA. 2+82.84 STORM-APROP. 6'' FDC CROSS.STA. 2+85.84 STORM-APROP. 3'' WATER CROSS.
STA. 5+05.48 STORM-APROP. 6'' WATER CROSS.
STA. 5+08.48 STORM-APROP. 4'' FDC CROSS.
STA. 0+67.72 STORM-APROP. 1'' IRR. CROSS.FL. 30" RCP =525.90FL. 1" IRR. =523.80FL. 36" RCP =525.50
FL. 30" RCP =526.95
FL. 24" RCP =527.05
FL. 24" RCP =527.55 10010036" RCP @ 0.4% SLOPEFL. 36" RCP =525.75FL. 30" RCP =525.85FL. 30" RCP =525.85
STA. 7+78.50 STORM-ACONST. 4'X4' GRATE INLETINLET TOP=531.0±(MATCH W/ PROP. GRADE)HGL:530.8918" RCP @ 0.3% SLOPEQ: 3.92 cfsVelocity 2.22 ft/sSlope 0.003 ft/ft100HGL:530.34
FL. 18" RCP =527.95
FL. 18" RCP =528.50 CEMENT STABILIZEDBACKFILLLPROP. GRADE@ C OF PIPELK-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA
7
530.977
1/2CIRF
11528.7631/2CIRF
384
533.154
TRANSFPAD
385
533.207
TRANSFPAD
386
532.994
TRANSFPAD
387
532.863
TRANSFPAD
transformerpad
UCM
N89°45'20"W 858.19'
N86°48'10"E21.62'S49°19'00"E53.84'(Variable Width R.O.W.)20' Pipeline Easement &Right-of-way to Texas Midstream Gas Services, LLCDoc. No. 20080133281O.P.R.D.C.T.30' Mutual Access Esmt.(Doc. No. 20080234110)(A/12987)15' Utility Easement ~ (A/3762)30' Fire Lane Easement(V.99028/P.27)30' Fire Lane Easement(V.99028/P.27)30' Fire Lane Easement(V.99028/P.27)1/2"I.R.S."A.S.C."1/2"I.R.S."A.S.C."1/2"I.R.S."A.S.C."INLETFL=526.71'Top=530.71'INLETFL=527.07'Top=531.07''
concrete
1/2"I.R.F.
SS525.0 525.50RESTAURANT SS EX.8" SAN. SWR.EX.8" SAN. SWR.20' Pipeline Easement & Right-of-wayto Texas Midstream Gas Services, LLCDoc. No. 20080133281 & Doc. No.20080149747O.P.R.D.C.T.626.63'131006100202090911110812
13 NORTH HOTELFEE=532.5CONCEPT SITE PLANS
N89°45'20"W
25.88'N24°03'33"E
N90°00'00"W
20' Pipeline Easement &Right-of-way to Texas Midstream Gas Services, LLCDoc. No. 20080133281O.P.R.D.C.T.LOT 1R-2, BLOCK 1NORTH POINT ADDITION120,650 SF(2.76 ACRES)ALOFT HOTELFFE: 532.5LOT 1R-1, BLOCK 1NORTH POINT ADDITIONΔ=23°46'20"R=845.00' L=350.58'S77°47'10"E 348.07'N00°14'35"EΔ=16°35'20"R=845.00' L=244.65'S57°36'30"E 243.80'PROP. 5' SIDEWALK
"ASC"
"ASC"
"ASC""ASC"PROP. 5' SIDEWALKPROP. 5' SIDEWALK[FUTURE DEVELOPMENT/ CURB, PARKING LOT][FUTURE DEVELOPMENT/ CURB, PARKING LOT][FUTURE DEVELOPMENT/ CURB, PARKING LOT]525.25530529528527527526
PROP. 5' SIDEWALKSTA. 2+90.98 PROP. SWALEEND PROP. SWALESTART 1-36" ''TYPE B'' HEADWALL0+00 1+00 2+00
530.7T/P530.8T/P 530.4T/P530.3T/P530.5T/P
530.6T/P
530.9T/P531.2T/P
530.6T/P530.2T/P530.4T/P
531.4T/PAASTA. 0+00.00 PROP. SWALEBEGIN PROP. SWALEMATCH w/ EX. GRADEMAX. 4:1SIDE SLOPES
PH-1LOT 1R3, BLOCK 1NORTH POINT ADDITION120,650 SF(2.76 ACRES)ALOFT HOTELFFE: 532.5K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA
S
EX. 5' SIDEWALK0314ROOF DRAINROOF DRAINROOF DRAINROOF DRAINROOFDRAINROOFDRAINROOF DRAIN@ 0.3% SLOPESTA. 5+97.41 STORM-ACONST. 4'x4' GRATE INLETINLET TOP=531.0±(MATCH W/ PROP. GRADE)N:7038578.6989E:2419410.1178STA. 3+06.31 STORM-A=STA.0+00.00 LAT A-1INSTALL:1-24"X18"X45° WYE CONN.STA. 5+05.48 STORM-APROP. 6" WATER CROSS.@ 0.3% SLOPEPROP. 30" RCP@ 0.3% SLOPEPROP. 30" RCP@ 0.3% SLOPEPROP. 24" RCP@ 0.3% SLOPE PROP. 24" RCPPROP. 18" RCP STORMSTORM-ASTORM-ASTORM-ASTORM-ASTORM-C
STORM-B
LOT 1R-2, BLOCK 1NORTH POINT ADDITION120,650 SF(2.76 ACRES)ALOFT HOTELFFE: 532.5Lot 1R, Block 1Northpoint AdditionDoc. No. 20080234110, M.R.D.C.T.Cabinet A, Slide 12987, P.R.T.C.T.11.980 Acres(remainder)LOT 1R-1, BLOCK 1NORTH POINT ADDITIONSTA. 2+77.84 STORM-APROP. 6" WATER CROSS.STA. 2+01.60 STORM-ACONST. 4'x4' GRATE INLETINLET TOP=531.0±(MATCH W/ PROP. GRADE)N:7038974.5115E:2419410.1178PROP. 30" RCP
STA. 3+75.28 STORM-ACONST. 4'x4' GRATE INLETINLET TOP=531.0±(MATCH W/ PROP. GRADE)N:7038800.8261E:2419410.1178STA. 0+36.70 LAT A-1PROP. 6" SAN. SWR. ROSS.STA. 0+76.15 LAT A-1CONST. 4'x4' GRATE INLETINLET TOP=531.0±(MATCH W/ PROP. GRADE)N:7038863.7964E:2419483.7803STA. 0+10.49 LAT A-1PROP. 8" SAN. SWR. CROSS.STA. 0+08.49 LAT A-1CONST. 1-18"X45° HOR. BENDSTA. 0+55.97 STORM-A=STA. 0+00.00 STORM-BCONST. 5'x5' GRATE INLETINLET TOP=531.0±(MATCH W/ PROP. GRADE)N:7039120.1347E:2419410.1178@ 0.3% SLOPEPROP. 18" RCP@
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40.5'13.0'[FUTURE DEVELOPMENT/ CURB, PARKING LOT][FUTURE DEVELOPMENT/ CURB, PARKING LOT]PROP 8" WATER (PRIVATE)PROP 8" SAN. SWR. (PUBLIC)[FUTURE DEVELOPMENT/ CURB, PARKING LOT]PROP. 6" SAN. SWR. (PRIVATE)PROP 8" WATERPROP. 3" DOM.(PRIVATE)STA. 0+00.00 STORM-AINSTALL:1-36" 'TYPE B' HEADWALLSTA. 0+78.74 STORM-APROP. 8" WATER CROSS.STA. 5+02.48 STORM-APROP. 6" WATER CROSS.STA. 5+08.48 STORM-APROP. 6" WATER CROSS.STA. 7+78.50 STORM-ACONST. 4'x4' GRATE INLETINLET TOP=531.0±(MATCH W/ PROP. GRADE)N:7038578.6989E:2419591.2110@ 0.3% SLOPE
PROP. 18" RCP@ 0.3% SLOPEPROP. 30" RCP@ 0.4% SLOPEPROP. 36" RCPFH @ 0.3% SLOPE
STA. 4+73.67 STORM-ACONST. 4'x4' GRATE INLETINLET TOP=531.0±(MATCH W/ PROP. GRADE)N:7038702.4356E:2419410.1178HGL:529.79
HGL:529.43HGL:529.56
100 YRS. HGLSTA. 3+06.31 STORM-A=STA.0+00.00 LAT A-1INSTALL:1-24''X18''X45° WYE CONN.
STA. 0+76.15 LAT A-1CONST. 4'X4' GRATE INLETINLET TOP=531.0±(MATCH W/ PROP. GRADE)
STA. 0+10.49 LAT A-1PROP. 8'' SAN. SWR. CROSS.
STA. 0+36.70 LAT A-1PROP. 6'' SAN. SWR. CROSS.PROP. GRADE@ C OF PIPELQ:1.06 cfsVelocity 0.60 ft/sSlope 0.003 ft/ft100FL. 18" RCP =527.25
FL. 30" RCP =526.70FL. 18" RCP =527.20
FL. 6" SAN. SWR. =524.35FL. 18" RCP =527.30
FL. 18" RCP =527.45 18" RCP @ 0.3% SLOPESTA. 0+08.49 LAT A-1CONST. 1-18"X45° HOR. BENDFL. 18" RCP =527.25FL. 8" SAN. SWR. =524.00
HGL:529.59HGL:529.6EX. GRADE@ C OF PIPEL2.90'SPREAD, T=40'40'CAPACITY CALCULATION:Area, A= 0.5*40*2.90= 58.0 ft2n=0.03 (Earth channel)Average Sp= 0.005 ft/ftPerimeter, P=40.42 ftR= A/P=1.435 ftK=(1.486AR^(2/3))/n=3655 ft3Q= KSp^0.5= 259.14 cfsTYPICAL SECTION: A-ANOT TO SCALE(NTS.)DESIGN FLOW CALCULATION:Swale Height, H= 1.90 ftSwale Spread, B= 20.0 ftn=0.03 (Earth channel)SP= 0.005 ft/ftQProposed= KSp^0.5= 40.81 cfs1.45'SPREAD, 20'MAX.
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S.I. ABED
97531 THESE CONSTRUCTION PLANS WERE PREPARED
UNDER THE RESPONSIBLE SUPERVISION OF S.I.
ABED, REGISTERED PROFESSIONAL ENGINEER NO.
97531. THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY S.I. ABED, P.E.
#97531
DESIGN DEVELOPMENT
CONSULTANTS, INC.
CIVIL, MUNICIPAL & LAND DEVELOPMENT CONSULTANT
FIRM REGISTRATION # 10970
NORTHPOINT ADDITION
PART OF 11.980 ACRES, LOT 1R, BLOCK 1, NORTHPOINT ADDITION
J. GIBSON SURVEY, ABSTRACT NO. 586 & 1716
CITY OF COPPELL, DALLAS COUNTY,TEXAS.
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CITY SUBMITTAL3-10-17 NORTHBENCHMARKSTOP SECURITY MONUMENT WITH ACCESS COVER SET IN THE SOUTHMEDIAN, JUST NORTH OF AN INLET AT THE INTERSECTION OFSOUTHWESTERN, BELT LINE RD. E, AND BELT LINE RD. S. (CITY OFCOPPELL STATION NO:6)ELEVATION: 517.39'0'15'30'Scale 1"=30'60'CITY SUBMITTAL05-10-17
400 CHISHOLM PLACE, SUITE 410, PLANO, TX. 75075
SITE OFFICE: 503 WADE COURT, EULESS, TX, 76039.
Tel: 214-868-9320 Fax: 1-866-531-8263 SITE MAPSITES.I.ABED015018.00SCALE:DATE:DRAWN:CHECKED BY:PROJECT #SHEET NO:A.I.03/26/181"=30'CITY SUBMITTAL06-23-17
CITY SUBMITTAL01-11-18
12/14/21 CITY SUBMITTAL03-26-18
ADDENDUM 1-REVISE FH & STUBOUT04-09-18
ADDEN. 2-REVISE VAULT/SAN.SWR.04-16-19
ADDEN. 3-REVISE WATER /AS-BUILT12-14-218
UTILITY PLAN & PROFILE
C-6SAN. SWR. PROFILE0+001+002+003+00510515520525530535545510515520525530535545NOTES:DURING TYING INTO EXISTING WATER SYSTEM,ANY PAVEMENT, IRRIGATION, LANDSCAPINGREPAIR MUST BE MADE IMMEDIATELYSERVICE LINEMETERINSTALLEDDEVELOPMENTNAME3" DOMESTIC3" DOMESTIC1" IRRIGATIONNOYESNOPH-2 HOTELALOFT HOTELPH-2 HOTEL1" IRRIGATIONYESALOFTEND 1" IRR.4+006+00AS-Built Drawings are prepared on the basis of theinformation provided by the contractor and theowner. DDC, Inc. does not take any responsibility forconstruction materials and methods or any kind oferror, omission, modification during construction.12/14/21FL. PROP. 8" SAN. SWR.(OUT)=522.42FL. EX. 8" SAN. SWR.(OUT)=522.42FL. EX. 8" SAN. SWR.(OUT)=522.42FL. EX. 8" SAN. SWR.(IN)=522.42 STA. 0+00.00 PROP.SAN. SWR.CONNECT TO EX. MH.RIM ELEV.=531.42PROP. 8" SAN. SWR.@ 0.5 % SLOPESTA. 0+93.22 PROP.SAN. SWR.CONST. 4' DIA MHRIM ELEV.=531.2±(MATCH WITH PROP.GARDE)
STA. 3+38.19 PROP.SAN. SWR.CONST. 4' DIA MHRIM ELEV.=531.2±(MATCH WITH PROP.GARDE)
STA. 3+43.19 PROP.SAN. SWR.END PUBLIC8" SAN. SWR.START PRIVATE6" SAN. SWR.
FL. PROP. 8" SAN. SWR.(OUT)=523.00FL. PROP. 8" SAN. SWR.(IN)=522.90
FL. PROP. 8" SAN. SWR.(OUT)=524.05FL. 6" SAN. SWR.(PRIVATE)(IN)=524.05
FL. PROP. 6" SAN. SWR.(OUT)=524.00FL. PROP. 8" SAN. SWR.(IN)=523.90 PROP. 8" SAN. SWR.@ 0.5 % SLOPEFL.=522.42FL.=523.00FL.=523.38
FL.=523.74 LPROP.SURFACE @ C OF PIPEEX. SURFACE @ C OF PIPEL343.02 L.F. 8" (SDR 26) ASTM D 2241 PVC W.W. PIPE CLASS 160 w/CLASS "B-2a" EMBEDMENTSTA. 0+60.65 PROP.SAN. SWR.PROP. 27" RCP CROSS.FL. PROP. 8" SAN. SWR.=522.70FL. PROP. 30" STORM=525.90
STA. 3+20.69 PROP.SAN. SWR.PROP. 18" RCP CROSS.FL. PROP. 8" SAN. SWR.=523.80FL. PROP. 18" STORM=527.25
FL. PROP. 8" SAN. SWR.=523.70FL. PROP.6" WATER =525.35
STA. 2+86.22 PROP.SAN. SWR.PROP. 6" WATER CROSS.
FL. PROP. 8" SAN. SWR.=523.70FL. PROP.4" WATER =525.35
STA. 2+91.22 PROP.SAN. SWR.PROP. 4" WATER CROSS.
FL. PROP. 8" SAN. SWR.=523.70FL. PROP.3" WATER =525.35
STA. 2+94.22 PROP.SAN. SWR.PROP. 3" WATER CROSS.
STA. 5+33.00 PROP.SAN. SWR.END FOR BLDG. CONN.(GC TO CHECK FL. &CONN. POINT OF WATER& SEWER SERVICE LINE TOTHE BUILDING FROMARCHITECTURAL & MEPPLAN)
FL. 6" SAN. SWR.(PRIVATE)(IN)=524.70 PROP. 6" SAN. SWR.(PRIVATE)@ 0.5 % SLOPECEMENT STABILIZEDBACKFILLL3K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W Wxxxxxxxxxxxxxxxxxx
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UCMUCMSWBvault(Variable Width R.O.W.)20' T.U. Elec. Esmt.20' Water Esmt.(V.97217/P.2461)
10' T.U. Elec. Esmt.15' Utility Easement ~ (V.99028/P.27)OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP1/2"I.R.F.(C.M.)
1/2"I.R.S."A.S.C."INLETFL=527.07'Top=531.07''
concrete
concrete
concrete S SS SS SS SS SSSSSWWWWWWSSSSSSSSSSSSSSSSSSSS S SSWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEX.8" SAN. SWR.EX.8" SAN. SWR.20' Pipeline Easement & Right-of-wayto Texas Midstream Gas Services, LLCDoc. No. 20080133281 & Doc. No.20080149747O.P.R.D.C.T.626.63'NORTH HOTELFEE=532.5CONCEPT SITE PLANS
N89°45'20"W 350.01'
25.88'N24°03'33"E
N90°00'00"W 307.25'578.36'20' Pipeline Easement &Right-of-way to Texas Midstream Gas Services, LLCDoc. No. 20080133281O.P.R.D.C.T.S00°14'35"ELOT 1R-2, BLOCK 1NORTH POINT ADDITION120,650 SF(2.76 ACRES)ALOFT HOTELFFE: 532.5LOT 1R-1, BLOCK 1NORTH POINT ADDITIONΔ=23°46'20"R=845.00' L=350.58'S77°47'10"E 348.07'N00°14'35"EPROP. 5' SIDEWALK
"ASC"
"ASC"
"ASC""ASC"PROP. 5' SIDEWALKPROP. 5' SIDEWALK
PROP. 5' SIDEWALK
PROP. 5' SIDEWALK[FUTURE DEVELOPMENT/ CURB, PARKING LOT][FUTURE DEVELOPMENT/ CURB, PARKING LOT][FUTURE DEVELOPMENT/ CURB, PARKING LOT]PROP. 5' SIDEWALKWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W
W W W W W W W W W W W W W W W W W W
W
WWWWW W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSWW
W W W W W W W
SS SS SS
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PH-1LOT 1R3, BLOCK 1NORTH POINT ADDITION120,650 SF(2.76 ACRES)ALOFT HOTELFFE: 532.5K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA
S
EX. 5' SIDEWALKEX. 5' SIDEWALKEX. 5' SIDEWALKSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
ROOF DRAINROOF DRAINROOF DRAINROOF DRAINROOFDRAINROOFDRAINROOF DRAIN123
45@ 0.5% SLOPE@ 0.5% SLOPE@ 0.5% SLOPEPROP. 27' ACCESS ESMT. &FIRE LANE (BY THIS PLAT )PROP. 27' ACCESS ESMT. &FIRE LANE (BY THIS PLAT )PROP. 24' ACCESS ESMT. &FIRE LANE (BY THIS PLAT )LOT 1R-2, BLOCK 1NORTH POINT ADDITION120,650 SF(2.76 ACRES)ALOFT HOTELFFE: 532.5LOT 1R-1, BLOCK 1NORTH POINT ADDITIONLot 1R, Block 1Northpoint AdditionDoc. No. 20080234110, M.R.D.C.T.Cabinet A, Slide 12987, P.R.T.C.T.11.980 Acres (remainder)PROP. 24' ACCESS ESMT. &FIRE LANE (BY THIS PLAT )PROP.10' UTILITY ESMT.(BY THIS PLAT)PROP. 30" STORMPROP. 30" RCP STORMPROP. 30" STORMPROP. 24" STORMPROP. 36" STORM
PROP. 8" SAN. SWR.(PUBLIC)PROP. 30" RCP STORM
PROP. 6" SAN. SWR. (PRIVATE)PROP. 8" WATERPROP. 3" DOM.(PRIVATE)PROP. 24" STORMS00°14'35"E578.36'Δ=23°46'20"R=845.00' L=350.58'S77°47'10"E 348.07'
FH
FDC
N89°45'20"W
PROP. 24' ACCESS ESMT. &FIRE LANE (BY THIS PLAT )
FH
PROP. 8" WATER
351.23'
N90°00'00"W 307.25'
FH
FHPROP. 1" IRR.PROP. 8" WATER
PROP. 6" FDC
FH
FDC
3" DOM.
PROP. 6" FIRE LINE
PROP. 6" FDC
PROP. 3" DOM.PROP. 6" FIRE LINE1" IRR3" DOM1" IRR.3" DOMPROP. 8" WATERPROP. 6" SAN. SWR.NORTH HOTELFEE=532.5CONCEPT SITE PLANPROP. 18" STORM PROP. 18" STORMP
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PROP. 30" RCP STORMFHINSTALL:1-8" GATE VALVE1-DBL DET. CHECK & VAULT(PER CITY STD. DETAILS PG. 4165)INSTALL:1-8"X6" TEE1-8" GATE VALVE1-6" GATE VALVEINSTALL:1-8"X6" TEE1-8" GATE VALVE1-6" GATE VALVE1-STD. FIRE HYDRANTINSTALL:1-8"X6" TEE1-8" GATE VALVE1-6" GATE VALVE1-STD. FIRE HYDRANTINSTALL:1-12"X8" CUT IN TEE1-12" GATE VALVE1-8" GATE VALVECONNECT TO EX.12" WATERINSTALL:1-8" GATE VALVE1-DBL DET. CHECK & VAULT(PER CITY STD. DETAILS PG. 4165)INSTALL:1-12"X6" CUT IN TEE1-12" GATE VALVE1-6" GATE VALVE1-STD. FIRE HYDRANTINSTALL:1-12"X6" CUT IN TEE1-12" GATE VALVE1-6" GATE VALVE1-STD. FIRE HYDRANTINSTALL:6" FIRE DEPT.CONN.INSTALL:2-8"X45°HOR. BENDINSTALL:1-8"X6" TEE1-8" GATE VALVE1-6" GATE VALVEINSTALL:1-8"X6" TEE1-8" GATE VALVE1-6" GATE VALVE1-STD. FIRE HYDRANTINSTALL:1-8"X6" TEE1-8" GATE VALVE1-6" GATE VALVEINSTALL:6" FIRE DEPT.CONN.REMOVE & RELOCATEEX. FH. INSIDE THECURB. SALVAGE OLDFH & RETURN TO CITYEXTEND STUBOUT &INSTALL 1-STD. FH.INSTALL:2-1"IRR.TAP w/1" METER2-3" DOM.TAP w/3" METERINSTALL:1-8"X6" TEE1-8" GATE VALVE1-6" GATE VALVE1-STD. FIRE HYDRANTSTA. 0+92.16 PROP. 8" SAN. SWR.CONST. 4' DIA MHRIM ELEV.=531.2±(MATCH WITH PROP. GRADE)STA. 0+60.65 PROP. 8" SAN. SWR.PROP. 27" RCP CROSS.STA. 3+38.02 PROP. 8" SAN. SWR.CONST. 4' DIA. MHRIM ELEV.=531.2±(MATCH WITH PROP. GRADE)PROP. 6" PRIVATE SAN. SWR. (EAST)@ MIN. 1% SLOPE TO THE BUILDING.INSTALL 6" PLUG AT THE END.END FOR BLDG. CONNECTIONFL. 6" SAN. SWR.=524.70±(GC TO CHECK FL. & CONNECTIONPOINT OF WATER & SEWER SERVICELINE TO THE BUILDING FROMARCHITECTURAL & MEP PLAN.)INSTALL 6" SEWER SERVICE@ MIN. 1% SLOPE TO THEBUILDING W/CLEANOUTS PERPLUMBING CODE.STA. 3+43.02 PROP. SAN. SWR.END 8" PUBLIC SAN. SWR.INSTALL: 8" PLUGINSTALL:1-8"X6" TEE1-8" GATE VALVE1-6" GATE VALVE1-STD. FH.1-8" PLUG FORFUTURE CONN.TO WESTPROP. 8" WATER 12STA. 0+00.00 PROP. 8" SAN. SWR.CONNECT TO EX. MHRIM ELEV.=531.42INSTALL: 30 L.FT. STEELENCASEMENT ON EX. SAN.SWR.END 1" IRR.STA. 0+60.65 PROP. 8" SAN. SWR.PROP. 18" RCP CROSS.END FOR BLDG. CONNECTIONFL. 6" SAN. SWR.=524.50±(GC TO CHECK FL. & CONNECTIONPOINT OF WATER & SEWER SERVICE LINE TO THE BUILDING FROMARCHITECTURAL & MEP PLAN.)3
C-7EROSION CONTROL PLAN TEMP. CONST. ENTRANCESILT FENCEEXISTING CONTOURSINLET PROTECTIONTYPICAL ROCK RIP-RAP DETAILSS.I. ABED
97531 THESE CONSTRUCTION PLANS WERE PREPARED
UNDER THE RESPONSIBLE SUPERVISION OF S.I.
ABED, REGISTERED PROFESSIONAL ENGINEER NO.
97531. THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY S.I. ABED, P.E.
#97531
DESIGN DEVELOPMENT
CONSULTANTS, INC.
CIVIL, MUNICIPAL & LAND DEVELOPMENT CONSULTANT
FIRM REGISTRATION # 10970
NORTHPOINT ADDITION
PART OF 11.980 ACRES, LOT 1R, BLOCK 1, NORTHPOINT ADDITION
J. GIBSON SURVEY, ABSTRACT NO. 586 & 1716
CITY OF COPPELL, DALLAS COUNTY,TEXAS.
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CITY SUBMITTAL3-10-17 NORTHBENCHMARKSTOP SECURITY MONUMENT WITH ACCESS COVER SET INTHE SOUTH MEDIAN, JUST NORTH OF AN INLET AT THEINTERSECTION OF SOUTHWESTERN, BELT LINE RD. E,AND BELT LINE RD. S. (CITY OF COPPELL STATION NO:6)ELEVATION: 517.39'ABBREVIATION LEGENDABBR. DEFINITIONIRF IRON ROD FOUNDCIRS IRON ROD SET w/CAP STAMPED"WAI"CIRF IRON ROD FOUND w/CAPXCS "X" CUT IN CONCRETE SETXCF "X" CUT IN CONCRETE FOUNDPKS PK NAIL SETPKF PK NAIL FOUNDPP POWER POLEGW GUY WIREMH MANHOLEWV WATER VALVETP TELEPHONE PEDESTALWM WATER METERFH FIRE HYDRANTICV IRRIGATION CONTROL VALVECO CLEANOUTAC AIR CONDITIONERSB SIGNAL BOXSP SIGNAL POLESN SIGNSS SANITARY SEWERSW STORM SEWERTF TRANSFORMERGM GAS METERGMK GAS MARKERTMK TELEPHONE MARKERTSN TRAFFIC SIGNUGC UNDERGROUND CABLE MARKEREB ELECTRIC BOXEM ELECTRIC METERCC# COUNTY CLERK'S INSTRUMENT No.CM CONTROLLING MONUMENTGI GRATE INLETIN INLETHC HANDICAPPEDMP METAL POSTMB MAIL BOXMESQ MESQUITEHACK HACKBERRYCHINA CHINABERRYBOIS BOIS-D-ARC0'15'30'Scale 1"=30'60'CITY SUBMITTAL05-10-17
400 CHISHOLM PLACE, SUITE 410, PLANO, TX. 75075
SITE OFFICE: 503 WADE COURT, EULESS, TX, 76039.
Tel: 214-868-9320 Fax: 1-866-531-8263 SITE MAPSITESCALE:DATE:DRAWN:CHECKED BY:PROJECT #SHEET NO:S.I.ABED015018.00A.I.03/26/181"=30'CITY SUBMITTAL06-23-17
CITY SUBMITTAL01-11-18
CITY SUBMITTAL03-26-1812/14/21
AS-BUILT12-14-21 LEGENDFILTER FABRIC TO BE A NON-WOVENPOLYPROPYLENE FABRIC CONFORMING TONCTCOG SPEC #2.23.3 OR EQUIVALENT.PAVED SURFACE6" Min.0+001+002+003+00525530535520Calculation for Sediment Basin:Contributing Area, a= 4.29 acreVolume Required= 3600*a= 15444 ft3Length of basin, L= 265 ft3Width of basin, W= 40 ftDepth of Basin, H= 3 ftVolume Provided= 0.5*L*W*H= 15900 ft3525530535520PROPOSED CHECK DAMAS-Built Drawings are prepared on the basis of theinformation provided by the contractor and theowner. DDC, Inc. does not take any responsibility forconstruction materials and methods or any kind oferror, omission, modification during construction.12/14/21FDCK-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA3531.5261/2CIRF
5
530.179
1/2CIRF
530.9771/2CIRF
11
528.763
1/2CIRF
30528.829WV31529.166WV32530.196WV 33530.691PP34530.864PP35529.772WV
57
530.692
PP
76
531.529
WV
95
530.961
PP
96
530.865
PP
247530.818PP 296536.164LP 384533.154TRANSFPAD385533.207TRANSFPAD386532.994TRANSFPAD387532.863TRANSFPAD
417
531.015
LP
533532.589LP
1091
531.701
LP
1096
531.191
WVsign transformerpadUCMUCMSWBvaultN89°45'20"W 858.19'N86°48'10"E21.62'S49°19'00"E53.84'Lot 2, Block 1Fellowship of Las Colinas AdditionVolume 99028, Page 27M.R.T.C.T.(Variable Width R.O.W.)10' T.U. Elec. Esmt.(V.97217/P.2461)20' Water Esmt.(V.97217/P.2461)15' T.U. Elec. Esmt. ~ (V.97217/P.2461)20' Water Esmt.(V.97217/P.2461)Lot 1R, Block 1Freeport NorthDoc. No. 200600303588M.R.T.C.T.Lot 2, Block 1Freeport NorthDoc. No. 200600303588M.R.T.C.T.20' Pipeline Easement &Right-of-way to Texas Midstream Gas Services, LLCDoc. No. 20080133281O.P.R.D.C.T.10' T.U. Elec. Esmt.(A/7705)30' Mutual Access Esmt.(Doc. No. 20080234110)(A/12987)30' Fire Lane Easement(V.99028/P.27)1/2"I.R.F.(C.M.)1/2"I.R.S."A.S.C."1/2"I.R.S."A.S.C."1/2"I.R.S."A.S.C."INLETFL=526.71'Top=530.71'INLETFL=527.07'Top=531.07''53
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'30' Access Easement(Location not determined by deed centered on existingdriveway)V.96097/P.3964, O.P.R.D.C.T.V.12367/P.1221, O.P.R.T.C.T.concreteconcreteconcreteSSSSSPROP. 30" STORMPROP. 30" RCP STORMPROP 8" WATERPROP 8" WATER (PRIVATE)PROP 8" WATER525.0525.50RESTAURANTPROP. 6" SAN. SWR. (PRIVATE)SSPROP. 6" SAN. SWR. (PRIVATE)PROP. 4" FDCPROP 8" WATERPROP. 3" DOM.(PRIVATE)FHEX.8" SAN. SWR.EX.8" SAN. SWR.20' Pipeline Easement & Right-of-wayto Texas Midstream Gas Services, LLCDoc. No. 20080133281 & Doc. No.20080149747O.P.R.D.C.T.PROP 8" SAN. SWR. (PUBLIC)626.63'1213NORTH HOTELFEE=532.5CONCEPT SITE PLANSN89°45'20"W350.01'PROP. 27' ACCESS ESMT. & FIRELANE (BY THIS PLAT )PROP. 27' ACCESS ESMT. &FIRE LANE (BY THIS PLAT )PROP. 24' ACCESS ESMT. &FIRE LANE (BY THIS PLAT )PROP. 24' ACCESS ESMT. &FIRE LANE (BY THIS PLAT )25.88'N24°03'33"EN90°00'00"W307.25'578.36'20' Pipeline Easement &Right-of-way to Texas Midstream Gas Services, LLCDoc. No. 20080133281O.P.R.D.C.T.S00°14'35"ELOT 1R-2, BLOCK 1NORTH POINT ADDITION120,650 SF(2.76 ACRES)ALOFT HOTELFFE: 532.5LOT 1R-1, BLOCK 1NORTH POINT ADDITIONΔ=23°46'20"R=845.00' L=350.58'S77°47'10"E 348.07'Lot 1R, Block 1Northpoint AdditionDoc. No. 20080234110, M.R.D.C.T.Cabinet A, Slide 12987, P.R.T.C.T.11.980 Acres(remainder)PROP. 4" FDCPROP. 6" FIRE LINE3" DOM.PROP. 24' ACCESS ESMT. &FIRE LANE (BY THIS PLAT )PROP.10' UTILITY ESMT.(BY THIS PLAT)N00°14'35"EPROP. 30" STORMPROP. 24" STORMPROP. 30" STORMPROP 18" RCP STORMΔ=16°35'20"R=845.00' L=244.65'S57°36'30"E 243.80'PROP. 5' SIDEWALK"ASC""ASC""ASC""ASC"8" WATERPROP. 24" STORMPROP. 18" STORMPROP. 30" STORMPROP. 24" STORMPROP. 5' SIDEWALKPROP. 5' SIDEWALKPROP. 5' SIDEWALKPROP. 5' SIDEWALK[FUTURE DEVELOPMENT/ CURB, PARKING LOT][FUTURE DEVELOPMENT/ CURB, PARKING LOT][FUTURE DEVELOPMENT/ CURB, PARKING LOT]PROP. 36" STORM525.25530529528527527526PROP. 18" STORMPROP. 5' SIDEWALKPROP. 30" STORM0+0
0
1+
0
0
2+
0
0 Proposed sedimentbasin capacity: 42,400 cft530.7T/P530.8T/P530.6T/P530.8T/P530.4T/P530.3T/P530.5T/P530.6T/P530.9T/P531.2T/P530.6T/P530.2T/P530.9T/P530.9T/P531.0T/P530.4T/P531.4T/PWVWVWVWV12" WATER1" IRR.FHFHFDCEX. FHFH(PRIVATE)1" IRR.3" DOM.3" DOM.S6" FIRE LINEPH-1LOT 1R3, BLOCK 1NORTH POINT ADDITION120,650 SF(2.76 ACRES)ALOFT HOTELFFE: 532.5K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINAS EX. 3" DOM.EX. 5' SIDEWALKEX. 5' SIDEWALKEX. 5' SIDEWALKROOF DRAINROOF DRAINROOF DRAINFH (PRIVATE)ROOF DRAINROOFDRAINROOFDRAINROOF DRAINPROPOSED CHECK DAMINSTALL:5'x5'x6" ROCK RIP-RAP ONFILTER FABRIC. STONE SHALL BE 4 TO6 INCH DIAMETER CRUSHED ROCK ORACCEPTABLE CRUSHED PORTLANDCEMENT CONCRETE.INSTALL SILT FENCE AROUND RIP-RAPFOR EROSION CONTROL DURINGCONSTRUCTION WORK.CONSTRUCTION ENTRANCE24'30'(MIN.)COMPACTEDEARTHBERMSWALE LONGITUDINAL SECTION(W/SEDIMENT BASIN)PROP. GROUNDFLOWHEADWALLDEWATERINGOUTLETRIP RAPANCHOR BLOCKCOMPACTEDEARTH BERMHIGH FLOW OUTLETEMERGENCYSPILLWAYELEV. 529.0DESIGN HIGH WATER ELEV.= 529.0DESIGN CAPACITY ELEV.= 528.0EX. GROUNDFL=524.50
FL=524.84
FL=525.19