HomeMy WebLinkAboutADDENDUM 2 - 8916 Summary of Changes
Addendum No. 2 IFB 8916 Page 1 of 1
Robson Ranch Expansion IFB 8916 ADDENDUM NO. 2 SUMMARY
Published on 3/20/2026
The Plans, Specifications and Contract Documents for the above-referenced project are hereby
revised and amended as follows:
PROJECT SPECIFICATION MANUAL
00 42 43 Unit Price Bid Form is currently being revised to reflect these plan sheet changes
and will be published in Addendum 3.
PLAN SHEETS
1. Plan sheet 1, revised and attached to this Addendum to add ditch layout sheets and
remove standard.
2. Plan sheets 2-3, 5-9, 14-17, 33-45, 64-71, 88-97 revised and attached to this Addendum
to revise ditch design and associated callouts.
3. Plan sheet 11 revised and attached to this Addendum to revise quantities associated with
ditch update
4. Plan sheets 56-57 revised and attached to this Addendum to revise drainage area runoff
computations
5. Plan sheets 57A-57D added and attached to this Addendum to create ditch layout sheets
6. Plan sheet 58 revised and attached to this Addendum to remove culverts 2 and 3 from
BCS
7. Cross Section sheets 1-17 revised and attached to revise ditch design
END OF ADDENDUM No. 2 CHANGES
NSHEET NO
.COUNTYDENTON COUNTYPLANS OF PROPOSEDROADWAY IMPROVEMENTROBSON RANCH ROADLIMITS: FROM SAGEHAWK DR TO INTERSECTION OF ROBSON RANCH RD AND IH 35WFOR THE CONSTRUCTION OF : TURN LANES FOR PROPOSED DEVELOPMENTCONSISTING OF : GRADING, DRAINAGE, PAVING, SIGNING, AND PAVEMENT MARKINGDESIGN SPEED = 45 MPHMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES".BC (1)- 21 THRU BC (12)- 21 AND THE "TEXAS REQUIRED SIGNS SHALL BE IN ACCORDANCE WITHSHALL GOVERN ON THIS PROJECT.SEPTEMBER 1, 2024 AND SPECIFICATION ITEMS LISTED AND DATED AS FOLLOWS, SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION, NTSFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3283\145368_5\13448-01_SCOV01.dgn3/17/2026 6:45:40 PM
DENTON1 FT.= 0.6 MI.NET LENGTH OF PROJECT = 3,330 FT.= N/A MI.NET LENGTH OF BRIDGE = N/A FT.= 0.6 MI.NET LENGTH OF ROADWAY = 3,33035W
35W
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TS136439 DATEBYREVREVISION BEGIN PROJECTSTA: 13+85.00END PROJECTSTA: 47+00.0035W35W377377CONSTRUCTION MANAGERFINAL RECORD DRAWING DATE: ASBUILT PLANSDATE WORK WAS ACCEPTED:DATE WORK WAS COMPLETED:DATE WORK BEGAN:CONTRACTOR'S ADDRESS: CONTRACTOR:LETTING DATE:ROBSON RANCH RDOLD JUSTIN RDBGE, Inc.TBPE Registration No. F-1046Copyright 20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.com103-17-26SD1ADDED DITCH LAYOUT, REMOVED STND1SHEET NO.INDEX OF SHEETSDESCRIPTIONGENERAL1COVER SHEET2-3PROJECT LAYOUT & HORIZONTAL DATA4TYPICAL SECTIONS EXISTING5-9TYPICAL SECTIONS PROPOSED10GENERAL NOTES11QUANTITY SHEET12SUMMARY OF SMALL SIGNSTRAFFIC CONTROL PLAN13TRAFFIC CONTROL TYPICAL SECTIONS14-17TRAFFIC CONTROL PLANTXDOT STANDARDS DETAILS18-29BC(1-12)-2130TCP (2-5)-1831WZ(BTS-1)-1332WZ(BTS-2)-13ROADWAY33-36REMOVAL PLAN37-40PAVING PLAN41-45DRIVEWAY PLAN AND PROFILETXDOT STANDARDS DETAILS46CCCG-2247-48CRCP(1)-2449GF(31)-1950GF(31)DAT-1951GF(31)MS-1952JS-1453SGT(10S)31-1654SGT(11S)31-1855SGT(12S)31-18DRAINAGE56-57DRAINAGE AREA MAP58BCSTXDOT STANDARDS DETAILS59OMITTED60SCP-461SCP-MD62-63SETB-PDUTILITIES64-67EXISTING UTILITIESTRAFFIC ITEMSSIGNING & PAVEMENT MARKINGS68-71SIGNING AND PAVEMENT MARKINGSDALLAS DISTRICT STANDARDS72SMD(SLIP-1)-08(DAL)TXDOT STANDARDS DETAILS73SMD(GEN)-0874SMD(SLIP-2)-0875SMD(SLIP-3)-0876TSR(3)-1377TSR(4)-1378-83D & OM(1-6)-2084D & OM(VIA)-2085-87PM(1-3)-22ENVIROMENTAL ISSUES88-91SW3P PLANTXDOT STANDARDS DETAILS92EC(1)-1693EC(2)-1694-96EC(9)-16-10C57ADITCH LAYOUT-57D
3/17/202618+00.00MATCHLINE STA. 12018+00.00MATCHLINE STA. 29+00.00MATCHLINE STA. FILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3283\145368_37\13448-01_SPRJ01.dgn3/17/2026 6:40:43 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.com50050100SCALE IN FEETHORIZONTAL DENTON COUNTYD
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TS152346PROPOSED TRAFFIC LANEWORK BY OTHERSLEGENDEXISTING ROW NOTED. ? ROBSON RANCH RD, UNLESS OTHERWISE 1. ALL STATIONS AND OFFSETS ARE BASED ON NOTES:EXISTING TRAFFIC LANEPROPOSED PAVEMENTCONTROL / BENCHMARKPROPOSED DRIVEWAYPROPOSED DRAINAGE EASEMENT 221 SCALE: 1" = 100'& HORIZONTAL DATAPROJECT LAYOUT ALL POINTS ARE LOCATED OUTSIDE PROJECT LIMITS (EXCEPT 120 & 121)CONTROL / BENCHMARKSPOINT IDXYELEVDESCRIPTION1147097265.6092347964.523674.9895/8-ROD W/ BGE CONTROL CAP1187097363.7402355838.071744.6135/8-ROD W/ BGE CONTROL CAP1197097942.9852358488.753736.1885/8-ROD W/ BGE CONTROL CAP1207097939.0612361020.650713.6615/8-ROD W/ BGE CONTROL CAP1217097940.4872362904.573700.0135/8-ROD W/ BGE CONTROL CAP1277096413.5812343149.654673.8105/8-ROD W/ BGE CONTROL CAP1317097867.1742353087.998700.9445/8-ROD W/ BGE CONTROL CAP1047097001.8282339335.391672.960MAG NAIL W/ BGE WASHER1087096465.1102340525.962628.881MAG NAIL W/ BGE WASHER1107096233.1742345204.836680.218MAG NAIL W/ BGE WASHER1137095733.7192346836.400678.903MAG NAIL W/ BGE WASHER1257095593.0342339189.976653.143MAG NAIL W/ BGE WASHER1307097928.8262365289.008709.842MAG NAIL W/ BGE WASHER103-17-26AL1DRAINAGE/GRADING REVISION11BEGIN PROJECT? ROBSON RANCH RD STA 13+85.00EXIST ROW? ROBSON RANCH RDROBSON RANCH ROADEXIST ROWEXIST ROWHORIZONTAL ALIGNMENT REPORT Alignment name: ROBSON RANCH RDAlignment description: STATION X Y POT 5+00.00 R1 2360086.15 7097895.25 POT 49+00.00 R1 2364486.14 7097903.10 Tangential Direction: N89°53'52.00"E Tangential Length: 4400.00PROP DRAINAGE EASEMENT? ROBSON RANCH RDROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROWEXIST ROW? DRIVEWAY01PROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENTHORIZONTAL ALIGNMENT REPORT Alignment name: DRIVEWAY01Alignment description: STATION X Y POT 5+00.00 R1 2361915.14 7097898.52 POT 6+50.00 R1 2361915.40 7097748.52 Tangential Direction: S00°06'08.00"E Tangential Length: 150.00SAGEHAW K DR 10+0015+00N89°53'52.0"E20+0025+00S00°06'08.0"E6+005+005+005+00
W3/17/202629+00.00MATCHLINE STA. 40+00.00MATCHLINE STA. 12140+00.00MATCHLINE STA. VANNO PARKINGNO PARKING
WFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3283\145368_38\13448-01_SPRJ02.dgn3/17/2026 6:37:57 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.com50050100SCALE IN FEETHORIZONTAL DENTON COUNTYD
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TS152346PROPOSED TRAFFIC LANEWORK BY OTHERSLEGENDEXISTING ROW NOTED. ? ROBSON RANCH RD, UNLESS OTHERWISE 1. ALL STATIONS AND OFFSETS ARE BASED ON NOTES:EXISTING TRAFFIC LANEPROPOSED PAVEMENTCONTROL / BENCHMARKPROPOSED DRIVEWAYPROPOSED DRAINAGE EASEMENT 322 SCALE: 1" = 100'& HORIZONTAL DATAPROJECT LAYOUT 1103-17-26ALDRAINAGE/GRADING REVISION11PROP DRAINAGE EASEMENT? ROBSON RANCH RDROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROWEXIST ROWEXISTING UTILITY EASEMENTEXISTING UTILITY EASEMENT? DRIVEWAY02PROP DRAINAGE EASEMENTHORIZONTAL ALIGNMENT REPORT Alignment name: Driveway02Alignment description: STATION X Y POT 5+00.00 R1 2363108.39 7097900.65 POT 6+50.00 R1 2363108.66 7097750.65 Tangential Direction: S00°06'08.00"E Tangential Length: 150.00LANDM ARK TRAIL? ROBSON RANCH RDROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROWEXIST ROWEXISTING UTILITY EASEMENTEXISTING UTILITY EASEMENTEND PROJECT? ROBSON RANCH RD STA 47+00.00? DRIVEWAY03? DRIVEWAY04? DRIVEWAY05HORIZONTAL ALIGNMENT REPORT Alignment name: DRIVEWAY03Alignment description: STATION X Y POT 5+00.00 R1 2363645.22 7097901.60 POT 6+50.00 R1 2363645.48 7097751.60 Tangential Direction: S00°06'08.00"E Tangential Length: 150.00PROP DRAINAGE EASEMENTHORIZONTAL ALIGNMENT REPORT Alignment name: DRIVEWAY04Alignment description: STATION X Y POT 5+00.00 R1 2363651.27 7097901.62 POT 6+00.00 R1 2363651.09 7098001.62 Tangential Direction: N00°06'08.00"W Tangential Length: 100.00HORIZONTAL ALIGNMENT REPORT Alignment name: DRIVEWAY05Alignment description: STATION X Y POT 5+00.00 R1 2364022.87 7097902.28 POT 6+00.00 R1 2364022.69 7098002.28 Tangential Direction: N00°06'08.00"W Tangential Length: 100.0030+0035+0040+00S00°06'08.0"E
6+00 5+005+0040+0045+00S00°06'08.0"E6+00 5+005+00N00°06'08.0"W
5+00 6+005+00
N00°06'08.0"W5+00 6+005+00
3/17/2026LANE12.5'LANE12.5'-12'LANE12.5'LANE12.5'-12'ROADWAY WIDTH50'-77'? ROBSON RANCH RDEXIST ROW
EXIST ROWPROPOSED TYPICAL SECTIONSTA 13+85.00 - STA 18+25.00MEDIAN0'-28' 2'-28'2.0%2.0%PGL2.0% 1'
2'
SAW CUT23'-24' 0'-75'
DRAINAGE EASEMENT 60' 60'LANE12.5'LANE12'LANE12.5'LANE12'ROADWAY WIDTH89'? ROBSON RANCH RDEXIST ROW
EXIST ROWPROPOSED TYPICAL SECTIONSTA 19+25.00 - STA 23+25.00STA 31+15.00 - STA 35+21.00MEDIAN16'LANE12'SAW CUT
45'2.0%2.0%PGL2.0%LANE12'24' 60' 60'LANE12.5'LANE12'LANE12.5'LANE12'ROADWAY WIDTH77'-89'? ROBSON RANCH RDEXIST ROWPROPOSED TYPICAL SECTIONSTA 18+25.00 - 19+25.00MEDIAN16'LANE0'-12'
SAWCUT
45'2.0%2.0%PGL2.0%LANE0'-12'24' 60' 60' 1' 1'EXIST ROWAB ABAB
2'
2'0.5% (TYP) - 2.0% MAX3:15'-10'VARIES 0'-38'
2.5' (TYP)
3:10.5% (TYP) - 2.0% MAX3:1 10'3:1 38' 75'
DRAINAGE EASEMENT 38'-60' 75'-100' 10'DRAINAGE EASEMENT
3:13:10.5% (TYP) - 2.0% MAX2.5' (TYP)2.5' (TYP)DITCH FLDITCH FLDITCH FLFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3283\145368_13\13448-01_STYP02.dgn3/17/2026 6:41:16 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.com DENTON COUNTYD
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TS152346LEGENDABBY OTHERS LIMITSUNDERCUT LIMITS6” LTS (38 LB/SY)9” CRCP INFORMATION.2. REFER TO DITCH LAYOUT SHEETS FOR MORE IN ACCORDANCE WITH ITEM 132. PAVEMENT LIMITS. LIMITS SHALL BE BACKFILLED A MINIMUM OF 2' BELOW EXISTING GROUND WITHIN 1. CONTRACTOR TO UNDERCUT UNSUITABLE MATERIAL NOTES: 551 SCALE: NTSPROPOSEDTYPICAL SECTIONS 03-17-26AL1DRAINAGE/GRADING REVISION11
3/17/2026LANE12'LANE12'LANE12'LANE12'ROADWAY WIDTH88'-100'? ROBSON RANCH RDEXIST ROW
EXIST ROWPROPOSED TYPICAL SECTIONSTA 36+40.00 - STA 37+40.00MEDIAN16'-4
'LANE0'-12'
SAWCUT 2.0%2.0%PGL2.0%LANE0'-12' 70' 65'LANE12'LANE12'LANE12'LANE12'LANE12'LANE12'ROADWAY WIDTH100'-88'? ROBSON RANCH RDEXIST ROW
EXIST ROWPROPOSED TYPICAL SECTIONSTA 37+40.00 - STA 38+86.00 4'LANE12' 40'
6:1 2.0%2.0%PGL2.0%LANE12' 70' 65'MEDIANLANE 12'LANE12'-0'LANE12.5'LANE12'LANE12.5'LANE12'ROADWAY WIDTH89'? ROBSON RANCH RDEXIST ROWPROPOSED TYPICAL SECTIONSTA 38+86.00 - STA 40+65.00MEDIAN4'-16'LANE12'SAW CUT
40'2.0%2.0%PGL2.0%LANE12' 70' 65'-70'LANE12'-0' 24'24'28'-40'
2' 1'24'
SAWCUT
2' 1'
2' 1'ABABABEXIST ROW
28'-50
' 65'-90' 10'DRAINAGE EASEMENT
3:
13:1 28' 65' 10'DRAINAGE EASEMENT
3:
13:1 28' 65' 10'DRAINAGE EASEMENT
3:
13:10.5% (TYP) - 2.0% MAX0.5% (TYP) - 2.0% MAX0.5% (TYP) - 2.0% MAX2.5' (TYP)2.5' (TYP)2.5' (TYP)DITCH FLDITCH FLDITCH FLFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3283\145368_15\13448-01_STYP04.dgn3/17/2026 6:47:23 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.com DENTON COUNTYD
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TS152346LEGENDABBY OTHERS LIMITSUNDERCUT LIMITS6” LTS (38 LB/SY)9” CRCP INFORMATION.2. REFER TO DITCH LAYOUT SHEETS FOR MORE IN ACCORDANCE WITH ITEM 132. PAVEMENT LIMITS. LIMITS SHALL BE BACKFILLED A MINIMUM OF 2' BELOW EXISTING GROUND WITHIN 1. CONTRACTOR TO UNDERCUT UNSUITABLE MATERIAL NOTES: 753 SCALE: NTSPROPOSEDTYPICAL SECTIONS 103-17-26AL1DRAINAGE/GRADING REVISION1
3/17/2026LANE12'LANE12'LANE12'LANE12'ROADWAY WIDTH88'? ROBSON RANCH RDEXIST ROW
EXIST ROWPROPOSED TYPICAL SECTIONSTA 40+65.00 - STA 41+74.00LANE12'MEDIAN16' 24' 12'SAW CUT
28'SAW CUT 3.5'4:1
2.0%2.0%PGL2.0%2.0% 5'LANE12' 24'LANE12'LANE12'-12.5'LANE12'LANE12'-12.5'ROADWAY WIDTH88'-81'? ROBSON RANCH RDEXIST ROW
EXIST ROWPROPOSED TYPICAL SECTIONSTA 41+74.00 - STA 43+20.00LANE12'MEDIAN16'-8' 24' 12' 28'-21'SAWCUT 3.5'4:1
2.0%2.0%PGL2.0%2.0% 5'LANE12' 24'LANE12'LANE12.5'LANE12'LANE12.5'ROADWAY WIDTH81'-61'? ROBSON RANCH RDEXIST ROWPROPOSED TYPICAL SECTIONSTA 43+20.00 - STA 45+90.00LANE12' 8'-0' 24' 12'SAW CUT
24'-23' 21'-2'SAW CUT 3.5'4:1
2.0%2.0%PGL2.0%2.0% 5'LANE12'-0'MEDIAN 70'70'EXIST ROW ABAB
2' 1' 2' 1'70'-75'70'
2' 1'AB 2' 1'ABSAWCUT
70'
2' 1'ABAB 2' 1'75'-70'WITH DEVELOPERTO BE COORDINATED ELEVATION AT ROW WITH DEVELOPERTO BE COORDINATED ELEVATION AT ROW WITH DEVELOPERTO BE COORDINATED ELEVATION AT ROW 5:15:15:1 28'-50' 65'-90' 10'DRAINAGE EASEMENT0.5% (TYP) - 2.0% MAX3:13:1 28' 65' 10'DRAINAGE EASEMENT0.5% (TYP) - 2.0% MAX3:13:1 28' 65' 10'DRAINAGE EASEMENT0.5% (TYP) - 2.0% MAX3:13:1
2.5' (TYP)2.5' (TYP)2.5' (TYP)DITCH FLDITCH FLDITCH FLFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3283\145368_46\13448-01_STYP05.dgn3/17/2026 6:49:03 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.com DENTON COUNTYD
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TS152346LEGENDABBY OTHERS LIMITSUNDERCUT LIMITS6” LTS (38 LB/SY)9” CRCP INFORMATION.2. REFER TO DITCH LAYOUT SHEETS FOR MORE IN ACCORDANCE WITH ITEM 132. PAVEMENT LIMITS. LIMITS SHALL BE BACKFILLED A MINIMUM OF 2' BELOW EXISTING GROUND WITHIN 1. CONTRACTOR TO UNDERCUT UNSUITABLE MATERIAL NOTES: 854 SCALE: NTSPROPOSEDTYPICAL SECTIONS 103-17-26AL1DRAINAGE/GRADING REVISION1
3/17/2026LANE12'-13
'LANE12.5'LANE12'LANE12.5'ROADWAY WIDTH61'-50
'PROPOSED TYPICAL SECTIONSTA 45+90.00 - STA 47+00.00LANE12'-0' 24'-23' 12'-2.5'SAW CUT 3.5'2.0%2.0%PGL2.0%? ROBSON RANCH RD WIDTH 3.5' 3.5'? DRIVEWAY6" THICK CONCRETE DRIVEWAY6:16:18" FLEX BASEEACH WAYAT 18" C-CNO. 4 BARSPROPOSED CONCRETE DRIVEWAY4:170'EXIST ROW
EXIST ROW 70' 2' 1'AB5:1WITH DEVELOPERTO BE COORDINATED ELEVATION AT ROW 65' 10'DRAINAGE EASEMENT3:13:10.5% (TYP) - 2.0% MAX 73'-14'2.5' (TYP)DITCH FLFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3283\145368_47\13448-01_STYP06.dgn3/17/2026 6:46:46 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.com DENTON COUNTYD
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TS152346LEGENDABBY OTHERS LIMITSUNDERCUT LIMITS6” LTS (38 LB/SY)9” CRCP INFORMATION.2. REFER TO DITCH LAYOUT SHEETS FOR MORE IN ACCORDANCE WITH ITEM 132. PAVEMENT LIMITS. LIMITS SHALL BE BACKFILLED A MINIMUM OF 2' BELOW EXISTING GROUND WITHIN 1. CONTRACTOR TO UNDERCUT UNSUITABLE MATERIAL NOTES: 955 SCALE: NTSPROPOSEDTYPICAL SECTIONS 11DRAINAGE/GRADING REVISION03-17-26AL1
SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.com DENTON COUNTY 1111 SCALE: N/A QUANTITY SHEET4CYRIPRAP (CONC)(5 IN)7002432708SYREMOV CONC (RIPRAP)700610469793EAPAV SURF PREP FOR MRK (RPM)70336786825EAPAV SURF PREP FOR MRK (WORD)7016678671EAPAV SURF PREP FOR MRK (DBL ARROW)70106786625EAPAV SURF PREP FOR MRK (ARROW)700967865375LFPAV SURF PREP FOR MRK (24")7008678643,925LFPAV SURF PREP FOR MRK (8")70046786318,955LFPAV SURF PREP FOR MRK (6")7002678623EAELIM EXT PM & MRKS (WORD)7015677613EAELIM EXT PM & MRKS (ARROW)700967760105LFELIM EXT PM & MRKS (24")700867759520LFELIM EXT PM & MRKS (8")70046775815,742LFELIM EXT PM & MRKS (4")700167757590EAREFL PAV MRKR TY II-A-A700467256203EAREFL PAV MRKR TY I-C70026725512,105LFREFL PAV MRK TY I (Y)6"(SLD)(090MIL)7422666545,450LFREFL PAV MRK TY I (W)6"(SLD)(090MIL)7410666531,400LFREFL PAV MRK TY I (W)6"(BRK)(090MIL)7407666521EAPAVEMENT SLER (DBL ARROW)73566665125EAPAVEMENT SLER (WORD)73546665025EAPAVEMENT SLER (ARROW)735366649375LFPAVEMENT SLER 24"7352666483,925LFPAVEMENT SLER 8"73486664718,955LFPAVEMENT SLER 6"73476664625EAREFL PAV MRK TY I (W)(WORD)(090MIL)7065666451EAREFL PAV MRK TY I(W)(DBL ARROW)(090MIL)70446664425EAREFL PAV MRK TY I (W)(ARROW)(090MIL)704166643375LFREFL PAV MRK TY I (W)24"(SLD)(090MIL)7035666423,515LFREFL PAV MRK TY I (W)8"(SLD)(090MIL)702366641410LFREFL PAV MRK TY I (W)8"(DOT)(090MIL)7017666408EAINSTL OM ASSM (OM-2Z)(WFLX)GND(BI)70596583962LFINSTL DEL ASSM (D-SY)SZ 1(YFLX)SRF(BI)7026658386LFINSTL DEL ASSM (D-SW)SZ 1(BRF)GF1(BI)7016658373EAREMOVE SM RD SN SUP&AM7073644361EAIN SM RD SN SUP&AM TY10BWG(1)SA(T)70046443513EAIN SM RD SN SUP&AM TY10BWG(1)SA(P)7001644343,291LFWIRE FENCE (REMOVE)7011552332EAGUARDRAIL END TREATMENT (REMOVE)7003544321EAGUARDRAIL END TREATMENT (INSTALL)700154431140LFREMOVE METAL BEAM GUARD FENCE7001542301EADOWNSTREAM ANCHOR TERMINAL SECTION701554029425LFMTL W-BEAM GD FEN (STEEL POST)7002540281,497SYDRIVEWAYS (CONC)700653027208LFCONC CURB (MONO) (TY II)700752926137LFROCK FILTER DAMS (REMOVE)701150625137LFROCK FILTER DAMS (INSTALL) (TY 3)70035062415DAYTMA (STATIONARY)7001505232EAPORTABLE CHANGEABLE MESSAGE SIGN7002503224MOBARRICADES, SIGNS AND TRAFFIC HANDLING7001502211LSMOBILIZATION7001500203EAREMOVE STR (BOLLARD)7028496194EAREMOV STR (SET)7004496182EAREMOV STR (BOX CULVERT)7001496170EASET (TY II) (24 IN) (RCP) (6: 1) (P)73284671618EASET (TY I)(S= 4 FT)(HW= 3 FT)(6:1)(P)7070467150LFRC PIPE (CL III)(24 IN)700546414266LFCONC BOX CULV (4 FT X 2 FT)70034621327CYRIPRAP (MOW STRIP)(4 IN)70134321211,449SYCONC PVMT (CRCP) (9")70033601111,885SYLIME TRT (EXIST MATL)(6")700626010226TONLIME (QUICKLIME (SLURRY))700326091,110TGLVEGETATIVE WATERING7001168830,827SYBLOCK SODDING7002162730,827SYCOMPOST MANUF TOPSOIL (4")700216169,171CYEMBANK (FNL)(DC)(TY C)7006132514,300CYEXCAV (ROADWAY)7001110460SYRMV (0"-12") TRT/UNTRT BASE & ASPH PAV70521053448SYREMOV CONC (PAV)7001104233STAPREPARING ROW70021001QUANTITYESTIMATEDUNITITEM DESCRIPTIONDESCBID ITEMNO.111111103-17-26AL1DRAINAGE/GRADING REVISION
DENTON COUNTY3/17/202611+00.00MATCHLINE STA. ROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROWEXIST ROW? ROBSON RANCH RD(TYP)SEE NOTE 311+00.00MATCHLINE STA.
16+80.00MATCHLINE STA. ROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROWEXIST ROW? ROBSON RANCH RD(TYP)SEE NOTE 2BEGIN PROJECT? ROBSON RANCH RD STA 13+85.00PROP DRAINAGE EASEMENTTYPE III BARRICADELEGENDCHANNELIZATION DEVICES DEVICES (TMUTCD) AND TXDOT STANDARDS. MANUAL OF UNIFORM TRAFFIC CONTROL PLACEMENT MUST CONFORM TO THE TEXAS 7. ALL CHANNELIZING DEVICES AND SIGN SHEETS FOR ADDITIONAL INFORMATION.6. SEE PAVING AND DRIVEWAY PLAN/PROFILE PAVEMENT MARKING DETAILS. STANDARDS FOR TEMPORARY SIGNING AND 5. SEE BC(1-12), TCP (2-5), AND WZ (BTS 1,2) FEET (O.C) ON DRIVEWAYS/INTERSECTIONS.4. PLACE CHANNELIZATION DEVICES AT 10 FEET (O.C) ON TAPERS.3. PLACE CHANNELIZATION DEVICES AT 45 FEET (O.C) ON TANGENTS.2. PLACE CHANNELIZATION DEVICES AT 90 PRIVATE PROPERTIES AT ALL TIMES.1. CONTRACTOR MUST MAINTAIN ACCESS TO NOTES:PROPOSED PAVEMENT LIMITSWORK BY OTHERSPROPOSED DRIVEWAY LIMITSD
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TS152346SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET BEGIN - STA 16+801441 SCALE: 1" = 50'PLANTRAFFIC CONTROL 103-17-26AL1DRAINAGE/GRADING REVISIONS6+007+008+009+0010+0011+0010+0011+0012+0013+0014+0015+0016+0015+00
DENTON COUNTY3/17/202616+80.00MATCHLINE STA.
22+60.00MATCHLINE STA. ROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROWEXIST ROW? ROBSON RANCH RD(TYP)SEE NOTE 222+60.00MATCHLINE STA.
28+40.00MATCHLINE STA. ROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROWEXIST ROW? ROBSON RANCH RD(TYP)SEE NOTE 2? DRIVEWAY01SAGEHAW K DR
TYPE III BARRICADELEGENDCHANNELIZATION DEVICES DEVICES (TMUTCD) AND TXDOT STANDARDS. MANUAL OF UNIFORM TRAFFIC CONTROL PLACEMENT MUST CONFORM TO THE TEXAS 7. ALL CHANNELIZING DEVICES AND SIGN SHEETS FOR ADDITIONAL INFORMATION.6. SEE PAVING AND DRIVEWAY PLAN/PROFILE PAVEMENT MARKING DETAILS. STANDARDS FOR TEMPORARY SIGNING AND 5. SEE BC(1-12), TCP (2-5), AND WZ (BTS 1,2) FEET (O.C) ON DRIVEWAYS/INTERSECTIONS.4. PLACE CHANNELIZATION DEVICES AT 10 FEET (O.C) ON TAPERS.3. PLACE CHANNELIZATION DEVICES AT 45 FEET (O.C) ON TANGENTS.2. PLACE CHANNELIZATION DEVICES AT 90 PRIVATE PROPERTIES AT ALL TIMES.1. CONTRACTOR MUST MAINTAIN ACCESS TO NOTES:PROPOSED PAVEMENT LIMITSWORK BY OTHERSPROPOSED DRIVEWAY LIMITSD
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TS152346SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET STA 16+80 - STA 28+401542 SCALE: 1" = 50'PLANTRAFFIC CONTROL 11DRAINAGE/GRADING REVISIONS1AL03-17-2617+0018+0019+0020+0021+0022+0020+006+00N89°53'52.0"E23+0024+0025+0026+0027+0028+0025+00S00°06'08.0"E5+005+00
DENTON COUNTY3/17/202628+40.00MATCHLINE STA.
34+20.00MATCHLINE STA. ROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROW? ROBSON RANCH RD(TYP)SEE NOTE 234+20.00MATCHLINE STA.
40+00.00MATCHLINE STA. ROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROW? ROBSON RANCH RD(TYP)SEE NOTE 2(TYP)SEE NOTE 3? DRIVEWAY02LANDM ARK TRAIL
TYPE III BARRICADELEGENDCHANNELIZATION DEVICES DEVICES (TMUTCD) AND TXDOT STANDARDS. MANUAL OF UNIFORM TRAFFIC CONTROL PLACEMENT MUST CONFORM TO THE TEXAS 7. ALL CHANNELIZING DEVICES AND SIGN SHEETS FOR ADDITIONAL INFORMATION.6. SEE PAVING AND DRIVEWAY PLAN/PROFILE PAVEMENT MARKING DETAILS. STANDARDS FOR TEMPORARY SIGNING AND 5. SEE BC(1-12), TCP (2-5), AND WZ (BTS 1,2) FEET (O.C) ON DRIVEWAYS/INTERSECTIONS.4. PLACE CHANNELIZATION DEVICES AT 10 FEET (O.C) ON TAPERS.3. PLACE CHANNELIZATION DEVICES AT 45 FEET (O.C) ON TANGENTS.2. PLACE CHANNELIZATION DEVICES AT 90 PRIVATE PROPERTIES AT ALL TIMES.1. CONTRACTOR MUST MAINTAIN ACCESS TO NOTES:PROPOSED PAVEMENT LIMITSWORK BY OTHERSPROPOSED DRIVEWAY LIMITSD
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TS152346SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET STA 28+40 - STA 40+001643 SCALE: 1" = 50'PLANTRAFFIC CONTROL 11DRAINAGE/GRADING REVISIONS1AL03-17-2629+0030+0031+0032+0033+0034+0030+006+0035+0036+0037+0038+0039+0040+0035+0040+00S00°06'08.0"E5+005+00
WDENTON COUNTY3/17/202640+00.00MATCHLINE STA.
45+80.00MATCHLINE STA. ROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROWEXIST ROW? ROBSON RANCH RDCULVERT 04CULVERT 05? DRIVEWAY03? DRIVEWAY04? DRIVEWAY05(TYP)SEE NOTE 4(TYP)SEE NOTE 245+80.00MATCHLINE STA. WEXIST ROWEXIST ROW? ROBSON RANCH RD(TYP)SEE NOTE 4I
H 35W NBI
H 35W SBIH 35W SB FRONTAGE RD
I
H 35W NB FRON
TAGE RDEND PROJECT? ROBSON RANCH RD STA 47+00.00(TYP)SEE NOTE 4TYPE III BARRICADELEGENDCHANNELIZATION DEVICES DEVICES (TMUTCD) AND TXDOT STANDARDS. MANUAL OF UNIFORM TRAFFIC CONTROL PLACEMENT MUST CONFORM TO THE TEXAS 7. ALL CHANNELIZING DEVICES AND SIGN SHEETS FOR ADDITIONAL INFORMATION.6. SEE PAVING AND DRIVEWAY PLAN/PROFILE PAVEMENT MARKING DETAILS. STANDARDS FOR TEMPORARY SIGNING AND 5. SEE BC(1-12), TCP (2-5), AND WZ (BTS 1,2) FEET (O.C) ON DRIVEWAYS/INTERSECTIONS.4. PLACE CHANNELIZATION DEVICES AT 10 FEET (O.C) ON TAPERS.3. PLACE CHANNELIZATION DEVICES AT 45 FEET (O.C) ON TANGENTS.2. PLACE CHANNELIZATION DEVICES AT 90 PRIVATE PROPERTIES AT ALL TIMES.1. CONTRACTOR MUST MAINTAIN ACCESS TO NOTES:PROPOSED PAVEMENT LIMITSWORK BY OTHERSPROPOSED DRIVEWAY LIMITSD
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TS152346SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET STA 40+00 - END1744 SCALE: 1" = 50'PLANTRAFFIC CONTROL 11DRAINAGE/GRADING REVISIONS1AL03-17-266+005+005+0040+0041+0042+0043+0044+0045+0040+0045+00N00°06'08.0"W5+00 6+005+00
N00°06'08.0"W
5+00 6+005+0046+0047+0048+0049+00
3/17/202611+00.00MATCHLINE STA. EXIST ROWEXIST ROWEXIST ROWEXIST ROW11+00.00MATCHLINE STA.
16+80.00MATCHLINE STA. EXIST ROWEXIST ROWEXIST ROWEXIST ROWBEGIN CONCRETE REMOVALSTA 13+85.0023.00' RT - 25.00' RTPI STA 14+40.0023.00' RT - 24.00' RTTH
FILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3285\145370_17\13448-01_SREM01.dgn3/17/2026 6:52:35 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYD
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TS152346LEGEND TO ITEM 104. OF CONC PAVEMENT REMOVAL SUBSIDIARY3. PAVEMENT MARKING REMOVALS IN AREAS SUBSIDIARY TO ITEM 100, PREPARING ROW.2. REMOVAL OF TREES AND SHRUBS ARE SUBSIDIARY TO ITEM 100, PREPARING ROW.1. REMOVAL OF GRAVEL DRIVEWAYS ARENOTES:REMOVE CONC PAV/RIPRAPREMOVE GRAVEL DRIVEWAYREMOVE ASPH DRIVEWAYREMOVE FENCEBEGIN - STA 16+803341 SCALE: 1" = 50' REMOVAL PLANDRAINAGE/GRADING REVISIONS1AL03-17-26116+007+008+009+0010+0011+0010+0011+0012+0013+0014+0015+0016+0015+00ROBSON RANCH ROAD? ROBSON RANCH RDROBSON RANCH ROAD? ROBSON RANCH RDBEGIN REMOVAL ALL (UNLESS OTHERWISE NOTED)EXIST 4" W EDGELINES, 4" W BRK LANE LANES,4" Y DBL CENTERLINE - 15742 LF 4" TOTALREMOVAL OF MARKINGS ON REMOVED PAVEMENTIS SUBSIDIARY TO ITEM 104STA 13+85.00(38 SY)REMOVE CONC PAVEMENT1.00' MIN
2.00' MIN
(295 LF)REMOVE FENCE
3/17/202616+80.00MATCHLINE STA.
22+60.00MATCHLINE STA. EXIST ROWEXIST ROWEXIST ROWEXIST ROW22+60.00MATCHLINE STA.
28+40.00MATCHLINE STA.
ONLYONLY
ONLYONLYEXIST ROWEXIST ROWEXIST ROWEXIST ROW? DRIVEWAY01TO REMAINTURN BAY ARROW, WORD AND STRIPE MARKINGS BY OTHERSTO REMAINTURN BAY ARROW, WORD AND STRIPE MARKINGS BY OTHERSFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3285\145370_18\13448-01_SREM02.dgn3/17/2026 6:54:25 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYD
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TS152346LEGEND TO ITEM 104. OF CONC PAVEMENT REMOVAL SUBSIDIARY3. PAVEMENT MARKING REMOVALS IN AREAS SUBSIDIARY TO ITEM 100, PREPARING ROW.2. REMOVAL OF TREES AND SHRUBS ARE SUBSIDIARY TO ITEM 100, PREPARING ROW.1. REMOVAL OF GRAVEL DRIVEWAYS ARENOTES:REMOVE CONC PAV/RIPRAPREMOVE GRAVEL DRIVEWAYREMOVE ASPH DRIVEWAYREMOVE FENCESTA 16+80 - STA 28+403442 SCALE: 1" = 50' REMOVAL PLANDRAINAGE/GRADING REVISIONS1AL03-17-2611117+0018+0019+0020+0021+0022+0020+006+00 5+00
N89°53'52.0"E23+0024+0025+0026+0027+0028+0025+00ROBSON RANCH ROAD? ROBSON RANCH RD1.00' MIN(66 SY)REMOVE CONC PAVEMENT REMOVE 4" W SLD, 4" W BRK, 4" DBL Y MARKINGS (TYP)REMOVE 4" W SLD, 4" W BRK, 4" DBL Y MARKINGS (TYP)REMOVE 4" W SLD, 4" W BRK, 4" DBL Y MARKINGS (TYP)REMOVE 4" W SLD, 4" W BRK, 4" DBL Y MARKINGS (TYP)(580 LF)REMOVE FENCE ROBSON RANCH ROAD? ROBSON RANCH RD(64 SY)REMOVE CONC PAVEMENT1.00' MIN
(580 LF)REMOVE FENCESAGEHAW K DRREMOVE 4" Y DBL MARKINGS (TYP.)REMOVE 4" W BRK, REMOVE 4" W SLD,
3/17/202628+40.00MATCHLINE STA.
34+20.00MATCHLINE STA. EXIST ROWEXIST ROWEXIST ROWEXIST ROWTTH34+20.00MATCHLINE STA.
40+00.00MATCHLINE STA.
ONLYONLY
ONLYONLYEXIST ROWEXIST ROWEXIST ROWEXIST ROW? DRIVEWAY021 EAREMOVE CITY LIMIT SIGNFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3285\145370_19\13448-01_SREM03.dgn3/17/2026 6:57:44 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYD
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TS152346LEGEND TO ITEM 104. OF CONC PAVEMENT REMOVAL SUBSIDIARY3. PAVEMENT MARKING REMOVALS IN AREAS SUBSIDIARY TO ITEM 100, PREPARING ROW.2. REMOVAL OF TREES AND SHRUBS ARE SUBSIDIARY TO ITEM 100, PREPARING ROW.1. REMOVAL OF GRAVEL DRIVEWAYS ARENOTES:REMOVE CONC PAV/RIPRAPREMOVE GRAVEL DRIVEWAYREMOVE ASPH DRIVEWAYREMOVE FENCESTA 28+40 - STA 40+003543 SCALE: 1" = 50' REMOVAL PLANDRAINAGE/GRADING REVISIONS1AL03-17-2611129+0030+0031+0032+0033+0034+0030+006+00 5+0035+0036+0037+0038+0039+0040+0035+0040+00ROBSON RANCH ROAD? ROBSON RANCH RD(55 SY)REMOVE CONC PAVEMENT 1.00' MIN
(579 LF)REMOVE FENCEROBSON RANCH ROAD? ROBSON RANCH RD(56 SY)REMOVE CONC PAVEMENT1.00' MIN
(581 LF)REMOVE FENCELANDM ARK TRAIL
DRIVEWAY (159 SY)REMOVE GRAVEL1 EAREMOVE ARROW1 EAREMOVE WORD "ONLY"EXIST TO REMAIN(TYP)EXIST TO REMAIN40 LFREMOVE 24" STRIPE25 LFREMOVE 24" STRIPETURN BAY ARROW, WORD AND STRIPE MARKINGS TO REMAIN20 LFREMOVE 8" STRIPE TO PROP STOPBARREMOVE 4" Y DBL MARKINGS (TYP.)REMOVE 4" W BRK, REMOVE 4" W SLD, REMOVE 4" Y DBL MARKINGS (TYP.)REMOVE 4" W BRK, REMOVE 4" W SLD,
W3/17/202640+00.00MATCHLINE STA.
45+80.00MATCHLINE STA. EXIST ROWEXIST ROWEXIST ROWEXIST ROWEXIST ROW? DRIVEWAY03? DRIVEWAY04? DRIVEWAY05BEGIN CONCRETE REMOVALSTA 40+12.1323.00' LT, 25.00' LTPI CONCRETE REMOVALSTA 40+22.1323.00' LT, 24.00' LTPI CONCRETE REMOVALSTA 45+55.0023.00' RT, 24.00' RT
45+80.00MATCHLINE STA. EXIST ROWEXIST ROWEND CONCRETE REMOVALSTA 46+10.0023.00' RT, 25.00' RTEND CONCRETE REMOVALSTA 47+00.0023.00' LT, 25.00' LTPI CONCRETE REMOVALSTA 46+90.0023.00' LT, 24.00' LTSSMWSSMFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3285\145370_20\13448-01_SREM04.dgn3/17/2026 6:42:51 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYD
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TS152346LEGEND TO ITEM 104. OF CONC PAVEMENT REMOVAL SUBSIDIARY3. PAVEMENT MARKING REMOVALS IN AREAS SUBSIDIARY TO ITEM 100, PREPARING ROW.2. REMOVAL OF TREES AND SHRUBS ARE SUBSIDIARY TO ITEM 100, PREPARING ROW.1. REMOVAL OF GRAVEL DRIVEWAYS ARENOTES:REMOVE CONC PAV/RIPRAPREMOVE GRAVEL DRIVEWAYREMOVE ASPH DRIVEWAYREMOVE FENCESTA 40+00 - END3644 SCALE: 1" = 50' REMOVAL PLAN11DRAINAGE/GRADING REVISIONS1AL03-17-2616+00 5+0040+0041+0042+0043+0044+0045+0040+0045+005+00 6+005+00
5+00 6+005+0046+0047+0048+0049+00ROBSON RANCH ROAD? ROBSON RANCH RD(70 SY)REMOVE CONC PAVEMENT1.00' MIN 2.00' MIN1.00' MIN(81 SY)REMOVE CONC PAVEMENT(1 EA)REMOVE R2-1 SIGN ASSMREMOVE SGT (1 EA)1 EAREMOVE WORD 1 EAREMOVE ARROW (32 SY)REMOVE ASPHALT DRIVEWAY(580 LF)REMOVE FENCE (28 SY)REMOVE ASPHALT DRIVEWAY(144 SY)REMOVE GRAVEL DRIVEWAYREMOVE BOLLARD (3 EA)DRIVEWAY (34 SY)REMOVE GRAVEL(1 EA)REMOVE DRWY CULVERT(1 EA)REMOVE DRWY CULVERT(1 EA)REMOVE BOLLARDDRIVEWAY (22 SY)REMOVE GRAVEL1 EAREMOVE R3-7R SIGN ASSM500 LFREMOVE 8" MARKINGSREMOVE MBGF (140 LF)ROBSON RANCH ROAD? ROBSON RANCH RD(2 SY)REMOVE CONC PAVEMENT(16 SY)REMOVE CONC PAVEMENTREMOVE TAS1 EAREMOVE WORD1 EAREMOVE ARROW 1.00' MIN2.00' MIN(95 LF)REMOVE FENCEEND REMOVAL 4" W SLDEND REMOVAL 4" W BRKEND REMOVAL 4" Y DBL SLDEND REMOVAL 8" W DOT AND SLDSTA 47+60.0040 LFREMOVE 24" MARKING(8 SY)REMOVE CONC RIPRAPREMOVE 4" Y DBL MARKINGS (TYP.)REMOVE 4" W BRK, REMOVE 4" W SLD,
3/17/202611+00.00MATCHLINE STA. ROBSON RANCH ROAD? ROBSON RANCH RDEXIST ROWEXIST ROWEXIST ROWEXIST ROW11+00.00MATCHLINE STA.
16+80.00MATCHLINE STA. SAWCUTROBSON RANCH ROAD? ROBSON RANCH RDBEGIN CONSTRUCTIONBEGIN WIDENINGPC? ROBSON RANCH RD STA 13+85.0025.04' RTBEGIN SAWCUTMATCH EXISTING? ROBSON RANCH RD STA 13+85.0023.00' RTPI SAWCUT? ROBSON RANCH RD STA 14+40.0423.00' RTPI SAWCUT? ROBSON RANCH RD STA 14+40.0424.00' RTPT? ROBSON RANCH RD STA 15+36.8732.26' RTEXIST ROWEXIST ROWPC? ROBSON RANCH RD STA 16+68.1344.78' RTEXIST ROWEXIST ROWMIN
2.00'
1600.00'R
MIN
1.00'PROP DRAINAGE EASEMENTTH
FILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3285\145370_21\13448-01_SPAV01.dgn3/17/2026 6:44:53 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYPROPOSED TRAFFIC LANEWORK BY OTHERSLEGENDEXISTING ROW DITCH INFORMATION.7. REFER TO DITCH LAYOUT FOR SOUTHERN PROJECT LIMITS.6. REFER TO PROJECT LAYOUT FOR SOUTHERN TO CONSTRUCTION. DIMENSIONS OF EXISTING UTILITIES PRIOR TO VERIFY LOCATION, DEPTH, AND THE CONTRACTOR'S SOLE RESPONSIBILITY UTILITIES SHOWN ARE APPROXIMATE. IT IS5. LOCATION AND DIMENSIONS OF EXISTING AT DRIVEWAYS. SHEETS FOR INFORMATION NOT SHOWN 4. REFER TO DRIVEWAY PLAN AND PROFILE INFORMATION. ALIGNMENT DATA AND ADDITIONAL3. SEE PROJECT LAYOUT FOR HORIZONTAL INFORMATION.2. SEE TYPICAL SECTION SHEETS FOR ADDITIONAL NOTED. EDGE OF SHOULDER UNLESS OTHERWISE1. ALL CALLOUTS REFER TO BACK OF CURB ORNOTES:DRIVEWAY IDEXISTING TRAFFIC LANED-#PROPOSED WIDENING PAVEMENTPROPOSED DRIVEWAY PAVEMENTPROPOSED DRAINAGE EASEMENTPROPOSED RIPRAP (5")D
ESNECIL
REENIG
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LANOISSEFORPALEK J. LUCEROSAXET FO ET
A
TS152346BEGIN - STA 16+803741 SCALE: 1" = 50' PAVING PLAN103-17-26AL1DRAINAGE/GRADING REVISIONS116+007+008+009+0010+0011+0010+0011+0012+0013+0014+0015+0016+0015+00
3/17/202616+80.00MATCHLINE STA.
22+60.00MATCHLINE STA. ROBSON RANCH ROAD? ROBSON RANCH RDEXIST ROWEXIST ROWPT? ROBSON RANCH RD STA 18+20.0052.00' RTSAWCUT40.00'24.00'? ROBSON RANCH RD STA 18+25.0052.00' RT? ROBSON RANCH RD STA 19+25.0064.00' RTEXIST ROWMIN
1.00'
1600.00'R22+60.00MATCHLINE STA.
28+40.00MATCHLINE STA. ROBSON RANCH ROAD? ROBSON RANCH RDEXIST ROWEXIST ROWSAWCUT28.00'
40.00'24.00'EXIST ROW? DRIVEWAY01SAGEHAW K DRD1
MIN
1.00'
24.00'THFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3285\145370_22\13448-01_SPAV02.dgn3/17/2026 6:45:27 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYPROPOSED TRAFFIC LANEWORK BY OTHERSLEGENDEXISTING ROW DITCH INFORMATION.7. REFER TO DITCH LAYOUT FOR SOUTHERN PROJECT LIMITS.6. REFER TO PROJECT LAYOUT FOR SOUTHERN TO CONSTRUCTION. DIMENSIONS OF EXISTING UTILITIES PRIOR TO VERIFY LOCATION, DEPTH, AND THE CONTRACTOR'S SOLE RESPONSIBILITY UTILITIES SHOWN ARE APPROXIMATE. IT IS5. LOCATION AND DIMENSIONS OF EXISTING AT DRIVEWAYS. SHEETS FOR INFORMATION NOT SHOWN 4. REFER TO DRIVEWAY PLAN AND PROFILE INFORMATION. ALIGNMENT DATA AND ADDITIONAL3. SEE PROJECT LAYOUT FOR HORIZONTAL INFORMATION.2. SEE TYPICAL SECTION SHEETS FOR ADDITIONAL NOTED. EDGE OF SHOULDER UNLESS OTHERWISE1. ALL CALLOUTS REFER TO BACK OF CURB ORNOTES:DRIVEWAY IDEXISTING TRAFFIC LANED-#PROPOSED WIDENING PAVEMENTPROPOSED DRIVEWAY PAVEMENTPROPOSED DRAINAGE EASEMENTPROPOSED RIPRAP (5")D
ESNECIL
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LANOISSEFORPALEK J. LUCEROSAXET FO ET
A
TS152346STA 16+80 - STA 28+403842 SCALE: 1" = 50' PAVING PLAN1103-17-26AL 1 DRAINAGE/GRADING REVISIONS1117+0018+0019+0020+0021+0022+0020+00N89°53'52.0"E23+0024+0025+0026+0027+0028+0025+006+00S00°06'08.0"E5+005+00
3/17/202628+40.00MATCHLINE STA.
34+20.00MATCHLINE STA. ROBSON RANCH ROAD? ROBSON RANCH RDEXIST ROWEXIST ROWSAWCUT? ROBSON RANCH RD STA 31+15.0064.00' RT? ROBSON RANCH RD STA 30+15.0052.00' RTEXIST ROWMIN
1.00'
24.00'28.00'
24.00'40.00'TTH34+20.00MATCHLINE STA.
40+00.00MATCHLINE STA. ROBSON RANCH ROAD? ROBSON RANCH RDEXIST ROWEXIST ROWSAWCUT? ROBSON RANCH RD STA 36+40.0052.00' RT? ROBSON RANCH RD STA 37+40.0064.00' RTEXIST ROWEXIST ROW? DRIVEWAY02LANDM ARKTRAIL
MIN
1.00'D228.00'24.00'
40.00'24.00'
FILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3285\145370_23\13448-01_SPAV03.dgn3/17/2026 6:48:35 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYPROPOSED TRAFFIC LANEWORK BY OTHERSLEGENDEXISTING ROW DITCH INFORMATION.7. REFER TO DITCH LAYOUT FOR SOUTHERN PROJECT LIMITS.6. REFER TO PROJECT LAYOUT FOR SOUTHERN TO CONSTRUCTION. DIMENSIONS OF EXISTING UTILITIES PRIOR TO VERIFY LOCATION, DEPTH, AND THE CONTRACTOR'S SOLE RESPONSIBILITY UTILITIES SHOWN ARE APPROXIMATE. IT IS5. LOCATION AND DIMENSIONS OF EXISTING AT DRIVEWAYS. SHEETS FOR INFORMATION NOT SHOWN 4. REFER TO DRIVEWAY PLAN AND PROFILE INFORMATION. ALIGNMENT DATA AND ADDITIONAL3. SEE PROJECT LAYOUT FOR HORIZONTAL INFORMATION.2. SEE TYPICAL SECTION SHEETS FOR ADDITIONAL NOTED. EDGE OF SHOULDER UNLESS OTHERWISE1. ALL CALLOUTS REFER TO BACK OF CURB ORNOTES:DRIVEWAY IDEXISTING TRAFFIC LANED-#PROPOSED WIDENING PAVEMENTPROPOSED DRIVEWAY PAVEMENTPROPOSED DRAINAGE EASEMENTPROPOSED RIPRAP (5")D
ESNECIL
REENIG
N
E
LANOISSEFORPALEK J. LUCEROSAXET FO ET
A
TS152346STA 28+40 - STA 40+003943 SCALE: 1" = 50' PAVING PLAN03-17-26AL 1 DRAINAGE/GRADING REVISIONS111129+0030+0031+0032+0033+0034+0030+0035+0036+0037+0038+0039+0040+0035+0040+006+00S00°06'08.0"E5+005+00
W3/17/202640+00.00MATCHLINE STA.
45+80.00MATCHLINE STA. ROBSON RANCH ROAD? ROBSON RANCH RDEXIST ROWSAWCUTBEGIN MOW STRIPPC? ROBSON RANCH RD STA 40+85.08102.00' RTBEGIN MBGFPC? ROBSON RANCH RDSTA 41+93.41 52.00' RTPT? ROBSON RANCH RDSTA 43+82.62 40.77' RTPC? ROBSON RANCH RDSTA 44+20.79 36.23' RT418 LF MBGFINSTALLPI SAWCUT? ROBSON RANCH RD STA 45+55.0024.00' RTPI SAWCUT? ROBSON RANCH RD STA 45+55.0023.00' RTPI SAWCUT? ROBSON RANCH RD STA 40+22.1323.00' LTBEGIN SAWCUTMATCH EXISTING? ROBSON RANCH RD STA 40+12.1323.00' LTSAWCUTEXIST ROWEXIST ROWEXIST ROW? DRIVEWAY03? DRIVEWAY04? DRIVEWAY05MIN
1.00'D3D4D51600.00'RINSTALL SGT1600.00'R28.00'24.00'MIN2.00'MIN1.00'24.00'12.00'
12.00'24.00'PT MOW STRIP? ROBSON RANCH RD STA 41+32.5457.86' RT50.00'R45+80.00MATCHLINE STA. WROBSON RANCH ROAD? ROBSON RANCH RDEXIST ROWEXIST ROWEND SAWCUTMATCH EXISTING? ROBSON RANCH RD STA 46+10.0023.00' LT? ROBSON RANCH RDSTA 46+20.0036.00' LTINSTALL DATSAWCUTEXIST ROWI
H 35W NB FRON
TAGE RDI
H 35W NBI
H 35W SBIH 35W SB FRONTAGE RD(TO REMAIN)EXISTING MBGF 12.00'24.00'MIN2.00'3124SSMWSSMFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3285\145370_24\13448-01_SPAV04.dgn3/17/2026 6:59:33 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYPROPOSED TRAFFIC LANEWORK BY OTHERSLEGENDEXISTING ROW DITCH INFORMATION.7. REFER TO DITCH LAYOUT FOR SOUTHERN PROJECT LIMITS.6. REFER TO PROJECT LAYOUT FOR SOUTHERN TO CONSTRUCTION. DIMENSIONS OF EXISTING UTILITIES PRIOR TO VERIFY LOCATION, DEPTH, AND THE CONTRACTOR'S SOLE RESPONSIBILITY UTILITIES SHOWN ARE APPROXIMATE. IT IS5. LOCATION AND DIMENSIONS OF EXISTING AT DRIVEWAYS. SHEETS FOR INFORMATION NOT SHOWN 4. REFER TO DRIVEWAY PLAN AND PROFILE INFORMATION. ALIGNMENT DATA AND ADDITIONAL3. SEE PROJECT LAYOUT FOR HORIZONTAL INFORMATION.2. SEE TYPICAL SECTION SHEETS FOR ADDITIONAL NOTED. EDGE OF SHOULDER UNLESS OTHERWISE1. ALL CALLOUTS REFER TO BACK OF CURB ORNOTES:DRIVEWAY IDEXISTING TRAFFIC LANED-#PROPOSED WIDENING PAVEMENTPROPOSED DRIVEWAY PAVEMENTPROPOSED DRAINAGE EASEMENTPROPOSED RIPRAP (5")D
ESNECIL
REENIG
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LANOISSEFORPALEK J. LUCEROSAXET FO ET
A
TS152346STA 40+00 - END4044 SCALE: 1" = 50' PAVING PLAN03-17-26AL 1 DRAINAGE/GRADING REVISIONS11RT53.79'EXISTING46+74.35PI4RT41.18'EXISTING46+64.45PI3RT62.88'692.62'46+61.24PI2RT49.73'692.62'46+52.13PI1LT/RTOFFSETELEVATIONSTATIONDESCRIPTION#POINT PROPOSED RIPRAP113'3'10'EXIST ROWBEGIN WIDENING? ROBSON RANCH RD STA 40+12.1325.33' LTPI SAWCUT? ROBSON RANCH RD STA 40+22.1324.00' LTCULVERT 04CULVERT 05END WIDENINGPT? ROBSON RANCH RD STA 46+10.0025.00' RTEND MOW STRIPEND MBGF? ROBSON RANCH RD STA 46+10.0028.50' RTEND CONSTRUCTIONEND WIDENING? ROBSON RANCH RD STA 47+00.0025.51' LTEND SAWCUTMATCH EXISTING? ROBSON RANCH RD STA 47+00.0023.00' LTPI SAWCUT? ROBSON RANCH RD STA 46+90.0024.00' LTPI SAWCUT? ROBSON RANCH RD STA 46+90.0023.00' LTCONC RIPRAP (5IN)(4 CY)40+0041+0042+0043+0044+0045+0040+0045+006+005+005+00N00°06'08.0"W
5+00 6+005+00
N00°06'08.0"W5+00 6+005+0046+0047+0048+0049+00
3/18/2026TH
708'709'708'7
0
8'708' 5+00 6+00700700705705710710715715-2.000%GROUNDEXISTINGVPC 5+98.50
EL 708.10
VPC 5+64.50
EL 707.79
+0.580%VPI 6+06.00
EL 708.23'
VPI 5+72.00
EL 707.64'STA 5+72.00EL707.64'ex0.07'K4L15.00'
VPT 6+13.50
EL 708.27
VPT 5+79.50
EL 707.77
708.12
709.04
707.00
708.31 BEGIN DRIVEWAY01 PROFILE(MATCH WIDENING)VPI 5+64.00EL 707.80END DRIVEWAY01 PROFILE(MATCH BY OTHERS)VPI 6+15.00EL 708.28STA 6+06.00EL708.23'ex-0.02'K13L15.00'+1.719%708.12 GRADEPROPOSEDWIDENINGPROPOSEDFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3323\145370_34\13448-01_SDWY01.dgn3/18/2026 12:56:42 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.com DENTON COUNTYPROPOSED TRAFFIC LANELEGENDEXISTING ROWNOTES:DRIVEWAY IDEXISTING TRAFFIC LANEPROPOSED WIDENING PAVEMENT ARE SHOWN AT INCREMENTS OF 0.2'. INCREMENTS OF 1.0'. MINOR CONTOURS6. MAJOR CONTOURS ARE SHOWN AT PRIVATE PROPERTIES AT ALL TIMES.5. CONTRACTOR MUST MAINTAIN ACCESS TO ADDITIONAL INFO.4. REFER TO PAVING PLANS FOR INFORMATION. AND ADDITIONAL HORIZONTAL ALIGNMENT DATA3. SEE PROJECT LAYOUT FOR ADDITIONAL INFORMATION.2. SEE TYPICAL SECTION SHEETS FOR OTHERWISE NOTED. CURB OR EDGE OF SHOULDER UNLESS1. ALL CALLOUTS REFER TO BACK OFD-#PROPOSED DRIVEWAY PAVEMENTPROPOSED DRAINAGE EASEMENTWORK BY OTHERSMAJOR CONTOURMINOR CONTOURD
ESNECIL
REENIG
N
E
LANOISSEFORPALEK J. LUCEROSAXET FO ET
A
TS152346EXISTING GROUNDPROPOSED GRADE
200HORIZONTALVERTICALSCALE IN FEET20400224DRIVEWAY014151V:1"=4'SCALE: H:1"=40' AND PROFILEDRIVEWAY PLAN 1103-18-26AL1DRAINAGE/GRADING REVISION123456789101150.00'R50.00'
R
END DRIVEWAY01MATCH BY OTHERS? DRIVEWAY01STA 6+15.00? DRIVEWAY01BEGIN DRIVEWAY? DRIVEWAY01 STA 5+64.00 =? ROBSON RANCH RD STA 23+28.99, 64.00' RT
3.50'R
DRIVEWAY01POINT #DESCRIPTIONSTATIONOFFSETLT/RT1PC5+52.0080.00'LT2PL*5+64.0057.50'LT3PT6+02.0030.00'LT4PI6+15.0030.00'LT5PI / BOC6+15.003.50'LT6PT / BOC5+70.003.50'RT7PC / BOC5+70.003.50'RT8PI / BOC6+15.003.50'RT9PI6+15.0030.00'RT10PC6+14.0030.00'RT11PT5+64.0080.00'RT* PL = PAVEMENT WIDENING LIMITUTILITIESUNDERGROUNDWARNING23+00 24+005+006+005+00PROP
DRAINAGE
EASEMENT
PROP
DRAINAGE
EASEMENT
EXIST ROW
EXIST ROWEXIST ROW
? ROBSON RANCH RD? ROBSON RANCH RD STA 23+28.99 = ? DRIVEWAY01 STA 5+00.00SAGEHAWK DRROBSON RANCH RD
D1
3/18/2026TH
701'701'701'700'GROUNDEXISTINGBEGIN DRIVEWAY PROFILE(MATCH WIDENING)VPI STA 5+64.00EL = 700.37END DRIVEWAY PROFILE (MATCH BY OTHERS)VPI STA 6+15.00EL = 701.43 5+00 6+00695695700700705705710710VPC 5+92.50
EL 700.87
VPC 5+66.50
EL 700.32
+
3.7
9
1
%VPI 6+00.00
EL 701.15'STA 6+00.00EL701.15'ex-0.04'K8L15.00'-2.000%VPI 5+74.00
EL 700.17'STA 5+74.00EL700.17'ex0.11'K3L15.00'VPT 6+07.50
EL 701.29
VPT 5+81.50
EL 700.45
701.12
+1.877%WIDENINGPROPOSEDGRADEPROPOSED701.73
699.12
701.20
FILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3323\145370_30\13448-01_SDWY02.dgn3/18/2026 12:56:50 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.com DENTON COUNTYPROPOSED TRAFFIC LANELEGENDEXISTING ROWNOTES:DRIVEWAY IDEXISTING TRAFFIC LANEPROPOSED WIDENING PAVEMENT ARE SHOWN AT INCREMENTS OF 0.2'. INCREMENTS OF 1.0'. MINOR CONTOURS6. MAJOR CONTOURS ARE SHOWN AT PRIVATE PROPERTIES AT ALL TIMES.5. CONTRACTOR MUST MAINTAIN ACCESS TO ADDITIONAL INFO.4. REFER TO PAVING PLANS FOR INFORMATION. AND ADDITIONAL HORIZONTAL ALIGNMENT DATA3. SEE PROJECT LAYOUT FOR ADDITIONAL INFORMATION.2. SEE TYPICAL SECTION SHEETS FOR OTHERWISE NOTED. CURB OR EDGE OF SHOULDER UNLESS1. ALL CALLOUTS REFER TO BACK OFD-#PROPOSED DRIVEWAY PAVEMENTPROPOSED DRAINAGE EASEMENTWORK BY OTHERSMAJOR CONTOURMINOR CONTOURD
ESNECIL
REENIG
N
E
LANOISSEFORPALEK J. LUCEROSAXET FO ET
A
TS152346EXISTING GROUNDPROPOSED GRADE
200HORIZONTALVERTICALSCALE IN FEET20400224DRIVEWAY024252V:1"=4'SCALE: H:1"=40' AND PROFILEDRIVEWAY PLAN 1103-18-26AL1DRAINAGE/GRADING REVISION12345678910115
0.0
0'R50.00'R5.50'REND DRIVEWAY02MATCH BY OTHERS? DRIVEWAY01STA 6+15.00? DRIVEWAY02DRIVEWAY02POINT #DESCRIPTIONSTATIONOFFSETLT/RT1PC5+52.0082.00'LT2PL*5+64.0049.50'LT3PT6+02.0032.00'LT4PI6+15.0032.00'LT5PI / BOC6+15.005.50'LT6PC / BOC5+72.005.50'LT7PT / BOC5+72.005.50'RT8PI / BOC6+15.005.50'RT9PI6+15.0032.00'RT10PC6+14.0032.00'RT11PT5+64.0082.00'RT* PL = PAVEMENT WIDENING LIMITUTILITIESUNDERGROUNDWARNING35+00 36+0035+00 5+006+005+00PROP
DRAINAGE
EASEMENT
PROP
DRAINAGE
EASEMENT
EXIST ROW EXIST ROW
EXIST ROW? ROBSON RANCH RD? ROBSON RANCH RD STA 35+22.25 = ? DRIVEWAY02 STA 5+00.00BEGIN DRIVEWAY? DRIVEWAY02 STA 5+64.00 =? ROBSON RANCH RD STA 35+22.25, 64.00' RTLANDMARK TRAILROBSON RANCH RD
D2
3/18/2026DRIVEWAY03POINT #DESCRIPTIONSTATIONOFFSETLT/RT1PC5+52.0074.00'LT2PL*5+64.0041.50'LT3PT6+02.0024.00'LT4PI6+15.0024.00'LT5PI6+15.0012.00'RT6PC6+14.0012.00'RT7PT5+64.0062.00'LT* PL = PAVEMENT WIDENING LIMITUTILITIESUNDERGROUNDWARNING698'698'5+00 6+00 690690695695700700705705698.81
696.78
699.37
698.81
696.78
699.37
VPC 5+97.50
EL 698.71
VPC 5+65.50
EL 697.39
VPI 6+05.00
EL 699.16'STA 6+05.00EL699.16'ex-0.10'K3L15.00'-2.000%VPI 5+73.00
EL 697.24'
VPT 5+80.50
EL 697.69
698.84
+6.000
%+0.533%VPC 5+97.50
EL 698.71
STA 6+05.00EL699.16'ex-0.10'K3L15.00'-2.000%VPI 5+73.00
EL 697.24'STA 5+73.00EL697.24'ex0.15'K2L15.00'698.84
+6.000
%+0.533%BEGIN DRIVEWAY PROFILE(MATCH WIDENING)VPI STA 5+64.00EL = 697.42GRADEPROPOSEDGROUNDEXISTINGVPT 6+12.50EL 699.20END DRIVEWAY PROFILE(MATCH BY OTHERS)VPI STA 6+15.00EL = 699.21WIDENINGPROPOSEDFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3323\145370_31\13448-01_SDWY03.dgn3/18/2026 12:56:47 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.com DENTON COUNTYPROPOSED TRAFFIC LANELEGENDEXISTING ROWNOTES:DRIVEWAY IDEXISTING TRAFFIC LANEPROPOSED WIDENING PAVEMENT ARE SHOWN AT INCREMENTS OF 0.2'. INCREMENTS OF 1.0'. MINOR CONTOURS6. MAJOR CONTOURS ARE SHOWN AT PRIVATE PROPERTIES AT ALL TIMES.5. CONTRACTOR MUST MAINTAIN ACCESS TO ADDITIONAL INFO.4. REFER TO PAVING PLANS FOR INFORMATION. AND ADDITIONAL HORIZONTAL ALIGNMENT DATA3. SEE PROJECT LAYOUT FOR ADDITIONAL INFORMATION.2. SEE TYPICAL SECTION SHEETS FOR OTHERWISE NOTED. CURB OR EDGE OF SHOULDER UNLESS1. ALL CALLOUTS REFER TO BACK OFD-#PROPOSED DRIVEWAY PAVEMENTPROPOSED DRAINAGE EASEMENTWORK BY OTHERSMAJOR CONTOURMINOR CONTOURD
ESNECIL
REENIG
N
E
LANOISSEFORPALEK J. LUCEROSAXET FO ET
A
TS152346EXISTING GROUNDPROPOSED GRADE
200HORIZONTALVERTICALSCALE IN FEET20400224DRIVEWAY034353V:1"=4'SCALE: H:1"=40' AND PROFILEDRIVEWAY PLAN 1103-18-26AL1DRAINAGE/GRADING REVISION? ROBSON RANCH RD STA 40+59.08 = ? DRIVEWAY03 STA 5+00.00BEGIN DRIVEWAY? DRIVEWAY03 STA 5+64.00 =? ROBSON RANCH RD STA 40+59.08, 64.00' RT? ROBSON RANCH RDEXIST ROW EXIST ROW
EXIST ROW EXIST ROW
? DRIVEWAY03END DRIVEWAY03MATCH BY OTHERS? DRIVEWAY03STA 6+15.00123456750.00'R
50.00'R? DRIVEWAY04D3D45+006+005+0040+00 41+0040+00 5+006+005+00EXIST ROWEXIST ROW ROBSON RANCH RD
3/17/2026698'CULVERT 04 (2-4'X2' MBC)? DRIVEWAY04 STA 5+54.48LENGTH = 73'SLOPE = 0.35%END DRIVEWAY04MATCH BY OTHERS? DRIVEWAY04 STA 5+70.05END CULVERT 04 (2-4'X2' MBC)(SET)? = 693.96'? DRIVEWAY04 STA 5+57.7837.26' RTDRIVEWAY04POINT #DESCRIPTIONSTATIONOFFSETLT/RT1PC5+25.2353.00'LT2PL*5+36.0029.98'LT3PT5+55.2323.00'LT4PI5+70.0023.00'LT5PI5+70.0023.00'RT6PC5+66.0023.00'RT7PT5+36.0053.00'RT* PL = PAVEMENT WIDENING LIMIT5+00 6+00 690690695695700700705705PROPOSED 2-4'X2' MBCSTA 5+54.48? = 694.07GRADEPROPOSEDGROUNDEXISTINGBEGIN DRIVEWAY PROFILE(MATCH WIDENING)VPI 5+36.00EL 698.23END DRIVEWAY PROFILE(MATCH BY OTHERS)VPI 5+70.00EL 697.76VPC 5+54.50
EL 697.86-2.000%+0.590%VPI 5+62.00EL 697.71'STA 5+62.00EL697.71'ex0.05'K6L15.00'
VPT 5+69.50
EL 697.76
697.95
698.77
694.95
697.71 WIDENINGPROPOSEDFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3285\145370_32\13448-01_SDWY04.dgn3/17/2026 7:01:49 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.com DENTON COUNTYPROPOSED TRAFFIC LANELEGENDEXISTING ROWNOTES:DRIVEWAY IDEXISTING TRAFFIC LANEPROPOSED WIDENING PAVEMENT ARE SHOWN AT INCREMENTS OF 0.2'. INCREMENTS OF 1.0'. MINOR CONTOURS6. MAJOR CONTOURS ARE SHOWN AT PRIVATE PROPERTIES AT ALL TIMES.5. CONTRACTOR MUST MAINTAIN ACCESS TO ADDITIONAL INFO.4. REFER TO PAVING PLANS FOR INFORMATION. AND ADDITIONAL HORIZONTAL ALIGNMENT DATA3. SEE PROJECT LAYOUT FOR ADDITIONAL INFORMATION.2. SEE TYPICAL SECTION SHEETS FOR OTHERWISE NOTED. CURB OR EDGE OF SHOULDER UNLESS1. ALL CALLOUTS REFER TO BACK OFD-#PROPOSED DRIVEWAY PAVEMENTPROPOSED DRAINAGE EASEMENTWORK BY OTHERSMAJOR CONTOURMINOR CONTOURD
ESNECIL
REENIG
N
E
LANOISSEFORPALEK J. LUCEROSAXET FO ET
A
TS152346EXISTING GROUNDPROPOSED GRADE
200HORIZONTALVERTICALSCALE IN FEET20400224DRIVEWAY044454V:1"=4'SCALE: H:1"=40' AND PROFILEDRIVEWAY PLAN 1DRAINAGE/GRADING REVISIONS1AL03-17-26? ROBSON RANCH RD STA 40+65.13 = ? DRIVEWAY04 STA 5+00.00? ROBSON RANCH RDPROP DRAINAGE EASEMENTEXIST ROW
EXIST ROW
EXIST ROW
PROP DRAINAGE EASEMENTEXIST ROW BEGIN DRIVEWAY? DRIVEWAY04 STA 5+36.00 =? ROBSON RANCH RD STA 40+65.13, 36.00' RTBEGIN CULVERT 04 (2-4'x2' MBC)(SET)? = 694.21'? DRIVEWAY04 STA 5+51.1937.20' LT? DRIVEWAY0412345673
0.0
0'
R
30.00'RCULVERT 04D3D45+006+005+0040+0041+0040+005+006+005+00EXIST ROWEXIST ROWRO BSON RANCH RD
3/17/2026W696'697'5+00 6+00 690690695695700700705705PROPOSED 2-4'X2' MBCSTA 5+59.31? = 692.25GROUNDEXISTINGGRADEPROPOSEDBEGIN DRIVEWAY PROFILE(MATCH WIDENING)VPI 5+36.00EL 696.28END DRIVEWAY PROFILE(MATCH BY OTHERS)VPI 5+86.59EL 696.54VPC 5+43.00
EL 696.14-2.000%+
3.3
9
3
%VPI 5+63.00EL 695.74'STA 5+63.00EL695.74'ex0.27'K7L40.00'VPT 5+83.00
EL 696.42
696.03
696.92
692.40
696.46 WIDENINGPROPOSEDFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3285\145370_33\13448-01_SDWY05.dgn3/17/2026 6:46:38 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.com DENTON COUNTYPROPOSED TRAFFIC LANELEGENDEXISTING ROWNOTES:DRIVEWAY IDEXISTING TRAFFIC LANEPROPOSED WIDENING PAVEMENT ARE SHOWN AT INCREMENTS OF 0.2'. INCREMENTS OF 1.0'. MINOR CONTOURS6. MAJOR CONTOURS ARE SHOWN AT PRIVATE PROPERTIES AT ALL TIMES.5. CONTRACTOR MUST MAINTAIN ACCESS TO ADDITIONAL INFO.4. REFER TO PAVING PLANS FOR INFORMATION. AND ADDITIONAL HORIZONTAL ALIGNMENT DATA3. SEE PROJECT LAYOUT FOR ADDITIONAL INFORMATION.2. SEE TYPICAL SECTION SHEETS FOR OTHERWISE NOTED. CURB OR EDGE OF SHOULDER UNLESS1. ALL CALLOUTS REFER TO BACK OFD-#PROPOSED DRIVEWAY PAVEMENTPROPOSED DRAINAGE EASEMENTWORK BY OTHERSMAJOR CONTOURMINOR CONTOURD
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TS152346EXISTING GROUNDPROPOSED GRADE
200HORIZONTALVERTICALSCALE IN FEET20400224DRIVEWAY054555V:1"=4'SCALE: H:1"=40' AND PROFILEDRIVEWAY PLAN 1103-17-26AL1DRAINAGE/GRADING REVISIONEND CULVERT 05 (2-4'X2' MBC)(SET)? = 692.08'? DRIVEWAY05 STA 5+59.7834.78' RTCULVERT 05 (2-4'X2' MBC)? DRIVEWAY05 STA 5+59.31LENGTH = 60'SLOPE = 0.5%END DRIVEWAY05MATCH BY OTHERS? DRIVEWAY05 STA 5+86.591363
0.00'
R
50.00'RBEGIN CULVERT 05 (2-4'x2' MBC)(SET)? = 692.38'? DRIVEWAY05 STA 5+59.6925.52' LTDRIVEWAY05POINT #DESCRIPTIONSTATIONOFFSETLT/RT1PC5+36.0045.00'LT2PL5+66.0015.00'LT3PT5+86.5915.00'LT4PI5+86.5915.00'RT5PI5+86.0015.00'RT6PC5+36.0065.00'RT24544+0045+0045+005+006+005+00PROP DRAINAGE EASEMENTPROP DRAINAGE EASEMENT
EXIST ROW
EXIST ROW
EXIST ROWEXIST ROW
BEGIN DRIVEWAY? DRIVEWAY05 STA 5+36.00 =? ROBSON RANCH RD STA 44+36.73, 36.00' RT? ROBSON RANCH RD? DRIVEWAY05RO BSON RANCH RD
D5? ROBSON RANCH RD STA 44+36.73 = ? DRIVEWAY05 STA 5+00.00
3/17/2026M ATCHLINE A-A
SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.com0500250250SCALE IN FEETHORIZONTAL DENTON COUNTYD
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TS152346LEGENDDRAINAGE AREADRAINAGE AREA IDDA-1XX.XDA-292.17
DRAINAGE FLOWSHEET 15621 SCALE: 1" = 500'MAPDRAINAGE AREA 41.683.7723.240.4425.16DA-276.643.3728.360.4254.14DA-1(CFS)QDISCHARGE(IN/HR)I INTENSITY5-YEAR EVENT(MIN)USEDTC C (ACRES)SIZEAREA AREA IDDRAINAGE AREA RUNOFF COMPUTATIONS13-17-26AL1DRAINAGE/GRADING REVISIONDA-154.14DA-225.16
THW3/17/2026VAN
PARKING
PARKING
W
M ATCHLINE A-A
SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.com0500250250SCALE IN FEETHORIZONTAL DENTON COUNTYD
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TS152346LEGENDDRAINAGE AREADRAINAGE AREA IDDA-1XX.XDA-292.17
DRAINAGE FLOWSHEET 25722 SCALE: 1" = 500'MAPDRAINAGE AREA 13.734.4616.670.397.89DA-510.553.0234.30.408.75DA-4140.472.3152.340.36168.59DA-341.683.7723.240.4425.16DA-276.643.3728.360.4254.14DA-1(CFS)QDISCHARGE(IN/HR)I INTENSITY5-YEAR EVENT(MIN)USEDTC C (ACRES)SIZEAREA AREA IDDRAINAGE AREA RUNOFF COMPUTATIONS113-17-26DRAINAGE/GRADING REVISIONAL1DA-154.14CULVERT 04CULVERT 05? ROBSON RANCH RDDA-225.16DA-48.75DA-57.89DA-3168.595+0010+0015+0020+0025+0030+0035+0040+0045+00
3/17/2026ROBSON RANCH ROAD? ROBSON RANCH RDPROP DRAINAGE EASEMENTEXIST ROWPROP DRAINAGE EASEMENT? DRIVEWAY01130.17' RTFL ELEV = 705.22'? ROBSON RANCH RD STA 22+98.99PI130.17' RTFL ELEV = 704.83'? ROBSON RANCH RD STA 23+58.99PI106.65' RTFL ELEV = 704.47'? ROBSON RANCH RD STA 24+09.00PIUTILITIESUNDERGROUNDWARNINGROBSON RANCH ROAD? ROBSON RANCH RDPROP DRAINAGE EASEMENTEXIST ROW105.95' RTFL ELEV = 705.57'? ROBSON RANCH RD STA 22+49.00PI105.93' RTFL ELEV = 706.95'? ROBSON RANCH RD STA 20+36.64UTILITIESUNDERGROUNDWARNINGFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3318\145372_10\13448-01_SGRA02.dgn3/17/2026 11:06:47 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYDITCH FLOW ARROWLEGENDEXISTING ROW TO CONSTRUCTION. DIMENSIONS OF EXISTING UTILITIES PRIOR TO VERIFY LOCATION, DEPTH, AND THE CONTRACTOR'S SOLE RESPONSIBILITY UTILITIES SHOWN ARE APPROXIMATE. IT IS4. LOCATION AND DIMENSIONS OF EXISTING AT DRIVEWAYS. SHEETS FOR INFORMATION NOT SHOWN 3. REFER TO DRIVEWAY PLAN AND PROFILE INFORMATION. ALIGNMENT DATA AND ADDITIONAL2. SEE PROJECT LAYOUT FOR HORIZONTAL INFORMATION.1. SEE TYPICAL SECTION SHEETS FOR ADDITIONALNOTES:PROPOSED DRAINAGE EASEMENTD
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TS152346STA 16+80 - STA 28+4057B42 SCALE: 1" = 50' DITCH LAYOUT 16+80.00MATCHLINE STA.
22+60.00MATCHLINE STA.
22+60.00MATCHLINE STA.
28+40.00MATCHLINE STA. 03-17-26 AL1ADDED DITCH LAYOUT SHEET 6+00N89°53'52.0"E23+0024+0025+0026+0027+0028+0025+004400.00S00°06'08.0"E5+005+0017+0018+0019+0020+0021+0022+0020+00
3/17/2026ROBSON RANCH ROAD? ROBSON RANCH RDPROP DRAINAGE EASEMENTEXIST ROWPROP DRAINAGE EASEMENT106.02' RTFL ELEV = 698.04'? ROBSON RANCH RD STA 33+98.27UTILITIESUNDERGROUNDWARNINGROBSON RANCH ROAD? ROBSON RANCH RDPROP DRAINAGE EASEMENTEXIST ROWEXIST ROW? DRIVEWAY02132.47' RTFL ELEV = 697.56'? ROBSON RANCH RD STA 34+90.25PI132.47' RTFL ELEV = 697.24'? ROBSON RANCH RD STA 35+54.25PI106.46' RTFL ELEV = 696.96'? ROBSON RANCH RD STA 36+06.41PI106.04' RTFL ELEV = 697.83'? ROBSON RANCH RD STA 34+40.26PI105.55' RTFL ELEV = 694.99'? ROBSON RANCH RD STA 39+95.00PIUTILITIESUNDERGROUNDWARNINGFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3318\145372_11\13448-01_SGRA03.dgn3/17/2026 11:06:34 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYDITCH FLOW ARROWLEGENDEXISTING ROW TO CONSTRUCTION. DIMENSIONS OF EXISTING UTILITIES PRIOR TO VERIFY LOCATION, DEPTH, AND THE CONTRACTOR'S SOLE RESPONSIBILITY UTILITIES SHOWN ARE APPROXIMATE. IT IS4. LOCATION AND DIMENSIONS OF EXISTING AT DRIVEWAYS. SHEETS FOR INFORMATION NOT SHOWN 3. REFER TO DRIVEWAY PLAN AND PROFILE INFORMATION. ALIGNMENT DATA AND ADDITIONAL2. SEE PROJECT LAYOUT FOR HORIZONTAL INFORMATION.1. SEE TYPICAL SECTION SHEETS FOR ADDITIONALNOTES:PROPOSED DRAINAGE EASEMENTD
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TS152346STA 28+40 - STA 40+0057C43 SCALE: 1" = 50' DITCH LAYOUT 34+20.00MATCHLINE STA. 28+40.00MATCHLINE STA.
34+20.00MATCHLINE STA. 40+00.00MATCHLINE STA. 03-17-26AL 1ADDED DITCH LAYOUT SHEET 29+0030+0031+0032+0033+0034+0030+006+00S00°06'08.0"E5+005+0035+0036+0037+0038+0039+0040+0035+0040+00
3/17/2026ROBSON RANCH ROAD? ROBSON RANCH RDEXIST ROWEXIST ROWPROP DRAINAGE EASEMENT? DRIVEWAY03PROP DRAINAGE EASEMENT134.47' RTFL ELEV = 694.72'? ROBSON RANCH RD STA 40+47.08PI134.47' RTFL ELEV = 694.54'? ROBSON RANCH RD STA 40+83.08PI105.41' RTFL ELEV = 694.27'? ROBSON RANCH RD STA 41+35.11PI106.67' RTFL ELEV = 692.12'? ROBSON RANCH RD STA 45+75.26PIUTILITIESUNDERGROUNDWARNINGROBSON RANCH ROAD? ROBSON RANCH RDEXIST ROWI
H 35W NB FRON
TAGE RDIH 35W SB FRONTAGE RD43.55' RT? ROBSON RANCH RD STA 46+66.30MATCH EXISTINGEND DITCH52.20' RTFL ELEV = 691.62'? ROBSON RANCH RD STA 46+53.84UTILITIESUNDERGROUNDWARNINGFILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3318\145372_12\13448-01_SGRA04.dgn3/17/2026 11:07:14 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYDITCH FLOW ARROWLEGENDEXISTING ROW TO CONSTRUCTION. DIMENSIONS OF EXISTING UTILITIES PRIOR TO VERIFY LOCATION, DEPTH, AND THE CONTRACTOR'S SOLE RESPONSIBILITY UTILITIES SHOWN ARE APPROXIMATE. IT IS4. LOCATION AND DIMENSIONS OF EXISTING AT DRIVEWAYS. SHEETS FOR INFORMATION NOT SHOWN 3. REFER TO DRIVEWAY PLAN AND PROFILE INFORMATION. ALIGNMENT DATA AND ADDITIONAL2. SEE PROJECT LAYOUT FOR HORIZONTAL INFORMATION.1. SEE TYPICAL SECTION SHEETS FOR ADDITIONALNOTES:PROPOSED DRAINAGE EASEMENTD
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TS152346STA 40+00 - END57D44 SCALE: 1" = 50' DITCH LAYOUT 45+80.00MATCHLINE STA. 40+00.00MATCHLINE STA.
45+80.00MATCHLINE STA. 03-17-26AL 1ADDED DITCH LAYOUT SHEET 6+00S00°06'08.0"E5+005+00N00°06'08.0"W5+005+00
N00°06'08.0"W
5+005+0040+0041+0042+0043+0044+0045+0040+0045+0046+0047+0048+0049+00
3/17/2026StandardDivisionBridgeDN:CK:DW:CK:FILE:JOBCOUNTYSECTDISTREVISIONS
HIGHWAYSHEET NO. C TxDOT CONT
FILE:DATE: February 2020 TxDOT TxDOT TxDOT TxDOTSpan X HeightNo. Spans ~ Box CulvertDescription of(Ft) HeightFillMax(Ft) LengthToewallCulvertLtw(Ft) LengthToewallAnchorAtw(Ft) WingwallEnd ofCurb toA(Ft) WingwallLongestLength ofLw(Ft) Wingwallof End ofOffsetB45°)30° or(0°,15°, AngleSkew(SL:1) Slope Ratioor ChannelSlopeSideStandardCulvertBoxApplicableStandardTreatmentor EndWingwallApplicable(Ft) HeightCurbEstimatedC(Ft) WingwallofHeightHw(In) ThicknessTop SlabCulvertT(In) ThicknessWallCulvertU43122413(CY) ApronRiprap(CY) (Wingwall) Conc"C"Class(SF) AreaWingwallTotal(CY) (Curb) Conc"C"Class(Lt, Rt or Both)followed by applicable endCulvert Station and/or Creek Namethe dimensions and quantities shown.responsibility to make the necessary adjustments tothose shown on this sheet, it is the Contractor'selects to provide culverts of a different type thanshown elsewhere on the plans. If the Contractorcast-in-place or precast culverts unless otherwisethe Contractor has the option of furnishingRegardless of the type of culvert shown on this sheet,curb quantities are not included.and wingwall toewalls. Riprap aprons, culverts, andculvert toewall (if any), anchor toewalls (if any)Concrete volume shown is total of wings, footings,considered part of the Box Culvert for payment.Class S concrete for the curb. Curb concrete is required for the top slab of the culvert, also provide increased by a factor of 2.25. If Class S concrete is (RAC) standard sheet quantities shown must be For curbs using the Box Culvert Rail Mounting Details Concrete volume shown is for box culvert curb only.foot for bidding purposes.Round the wall heights shown to the nearest Area for four wingwalls (two structure ends) if Both.Total Wingwall Area = Wingwall area in sq. ft. for two wingwalls (one structure end) if Lt or Rt.Atw = Length of anchor toewall (applicable to safety end treatment only)Ltw = Length of culvert toewall (not applicable when using riprap apron)Lw = Length of longest wingwall.B = Offset of end of wingwall (not applicable to parallel or straight wingwalls)A = Distance from face of curb to end of wingwall (not applicable to parallel or straight wingwalls)Hw = Height of wingwallSee applicable wing or end treatment standard sheets for calculations of Hw, A, B, Lw, Ltw, Atw, and Total Wingwall Area.C = Curb heightU = Box culvert wall thickness. Dimension can be found on the applicable box culvert standard sheet.T = Box culvert top slab thickness. Dimension can be found on the applicable box culvert standard sheet. · Slope must be 3:1 or flatter for safety end treatments. · Channel slope for parallel wingwalls. · Side slope at culvert for flared or straight wingwalls. SL:1 = Horizontal : 1 Vertical 30° maximum for safety end treatmentSkew = 0° on SW-0, FW-0, SETB-CD, SETB-SW-0, and SETB-FW-0 standard sheets; NOTES:TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use.The use of this standard is governed by the "Texas Engineering Practice Act." No warranty of any kind is made by TxDOT for any purpose whatsoever.DISCLAIMER:BOX CULVERT SUPPLEMENTWINGS AND END TREATMENTSBCS D
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TS152346CD-BCS-20.dgn 58 1.1'0°6:17.5"5"2-4x214.25'N/A0.25'2.625'N/AN/A10.50'SCP-4SETB-PDN/A0.0 0°SETB-PDSCP-41.2'2-4x26:17.5"5"0.25'2.625'N/AN/A14.25'N/A10.50'0.0CULVERT 4 (BOTH)CULVERT 5 (BOTH) N/A0.20.29.69.61 DATEBYREVREVISION 03-17-26AL1DRAINAGE/GRADING REVISIONS
11+00.00MATCHLINE STA. ? ROBSON RANCH RDROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROWEXIST ROW11+00.00MATCHLINE STA.
16+80.00MATCHLINE STA. 120THBEGIN PROJECT? ROBSON RANCH RD STA 13+85.00ROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROWEXIST ROWSHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYLEGENDEXISTING ROWPROPOSED DRAINAGE EASEMENTAstound BroadbandFrontierSpectrumCity of Denton SewerCity of Denton WaterHunterEnergy TransferEnergy TransferColt MidstreamHunterPROPOSED PAVEMENTEnterpriseD
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TS90094GUY R. BRADLEYNOTES:LOCATIONS BEFORE CONSTRUCTIONCONTRACTOR TO VERIFY ALL EXISTING UTILITYBEGIN - STA 16+806441 SCALE: 1" = 50' EXISTING UTILITIES1DRAINAGE/GRADING REVISIONS1GB03-17-2616+007+008+009+0010+0011+0010+0011+0012+0013+0014+0015+0016+0015+00
16+80.00MATCHLINE STA.
22+60.00MATCHLINE STA. ? ROBSON RANCH RDROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROWEXIST ROW22+60.00MATCHLINE STA.
28+40.00MATCHLINE STA. TH? ROBSON RANCH RDROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROWEXIST ROWSHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYLEGENDEXISTING ROWPROPOSED DRAINAGE EASEMENTAstound BroadbandFrontierSpectrumCity of Denton SewerCity of Denton WaterHunterEnergy TransferEnergy TransferColt MidstreamHunterPROPOSED PAVEMENTEnterpriseD
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TS90094GUY R. BRADLEYNOTES:LOCATIONS BEFORE CONSTRUCTIONCONTRACTOR TO VERIFY ALL EXISTING UTILITYSTA 16+80 - STA 28+406542 SCALE: 1" = 50' EXISTING UTILITIES11DRAINAGE/GRADING REVISIONS1GB03-17-26117+0018+0019+0020+0021+0022+0020+00N89°53'52.0"E23+0024+0025+0026+0027+0028+0025+004400.00S00°06'08.0"E 5+006+00 5+00150.00
28+40.00MATCHLINE STA.
34+20.00MATCHLINE STA. 121TTH? ROBSON RANCH RDROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROW34+20.00MATCHLINE STA.
40+00.00MATCHLINE STA. ? ROBSON RANCH RDROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROWEXIST ROWEXIST ROWSHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYLEGENDEXISTING ROWPROPOSED DRAINAGE EASEMENTAstound BroadbandFrontierSpectrumCity of Denton SewerCity of Denton WaterHunterEnergy TransferEnergy TransferColt MidstreamHunterPROPOSED PAVEMENTEnterpriseD
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TS90094GUY R. BRADLEYNOTES:LOCATIONS BEFORE CONSTRUCTIONCONTRACTOR TO VERIFY ALL EXISTING UTILITYSTA 28+40 - STA 40+006643 SCALE: 1" = 50' EXISTING UTILITIES11DRAINAGE/GRADING REVISIONS1GB03-17-26129+0030+0031+0032+0033+0034+0030+0035+0036+0037+0038+0039+0040+0035+0040+00S00°06'08.0"E 5+006+00 5+00150.00
W40+00.00MATCHLINE STA.
45+80.00MATCHLINE STA. ? ROBSON RANCH RDROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROWEXIST ROW45+80.00MATCHLINE STA. WSSMWSSMROBSON RANCH ROADEND PROJECT? ROBSON RANCH RD STA 47+15.00EXIST ROWEXIST ROWSHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYLEGENDEXISTING ROWPROPOSED DRAINAGE EASEMENTAstound BroadbandFrontierSpectrumCity of Denton SewerCity of Denton WaterHunterEnergy TransferEnergy TransferColt MidstreamHunterPROPOSED PAVEMENTEnterpriseD
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TS90094GUY R. BRADLEYNOTES:LOCATIONS BEFORE CONSTRUCTIONCONTRACTOR TO VERIFY ALL EXISTING UTILITYSTA 40+00 - END6744 SCALE: 1" = 50' EXISTING UTILITIES11DRAINAGE/GRADING REVISIONS1GB03-17-26140+0041+0042+0043+0044+0045+0040+0045+00S00°06'08.0"E6+00 5+005+00150.00N00°06'08.0"W5+00 6+005+00 100.00
N00°06'08.0"W
5+00 6+005+00 100.00POT 49+00.0046+0047+0048+0049+00
11+00.00MATCHLINE STA. ? ROBSON RANCH RDROBSON RANCH ROAD6+007+008+009+0010+0011+0010+0011+00.00MATCHLINE STA.
16+80.00MATCHLINE STA. AHKL4xSPEEDLIMITXX130"X36"R2-11BEGINBEGIN GOREBEGINBEGINBEGINMATCH EXISTINGBEGIN PROJECTSTA 13+85EXIST ROWEXIST ROWEXIST ROWEXIST ROW? ROBSON RANCH RDROBSON RANCH ROAD2x2x2xAAHHKKDD2x2xLPROP DRAINAGE EASEMENT11+0012+0013+0014+0015+0016+0015+003/17/2026FILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3288\146174_5\13448-01_SPMK01.dgn3/17/2026 6:53:05 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYD
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A
TS138388LEGEND SHALL BE 2' DOTTED MARKING WITH A 6' GAP.4. DOTTED EXTENSION LINES THROUGH INTERSECTIONS MARKING REMOVALS.3. SEE REMOVAL SHEETS FOR EXISTING PAVEMENT ? ROBSON RANCH RD UNLESS OTHERWISE SHOWN. OUT. ALL STATION CALLOUTS IN REFERENCE TO 2. ALL LANE WIDTHS 12' UNLESS OTHERWISE CALLED - PM(3)-22, AND PM(4)-22A. TxDOT PAVEMENT MARKING STANDARDS PM(1)-221. ALL PAVEMENT MARKINGS SHALL CONFORM TONOTES:REFL PAV MRK TY I (W)6"(SLD)(90MIL)REFL PAV MRK TY I (W) 8"(SLD)(90MIL)REFL PAV MRK TY I (W) 8"(DOT)(90MIL)REFL PAV MRK TY I (Y)6"(SLD)(90MIL)REFL PAV MRK TY I (W)(ARROW)(90MIL)REFL PAV MRK TY I (W)(WORD)(90MIL)REFL PAV MRKR TY I-C @ 20' O.C.REFL PAV MRKR TY I-C @ 80' O.C.REFL PAV MRKR TY II-A-A @ 20' O.C.ABCREFL PAV MRK TY I (W)6"(BRK)(90MIL)GHJKDFLREFL PAV MRK TY I (W)24"(SLD)(90MIL)NSMALL SIGN ASSMINSTL DEL ASSM (D-SW)SZ 1(BRF)GF1 (BI)INSTL OM ASSM (OM-2Z)(WFLX)GND(BI)INSTL DEL ASSM (D-SY)SZ 1 (YFLX)SRF(BI)REFL PAV MRKR TY I-C @ 48' O.C.PEXIST SMALL SIGN ASSM TO REMAIN#SMALL SIGN NUMBERREFL PAV MRK TY I (W)(DBL ARROW)(90MIL)TBEGIN - STA 16+806841 SCALE: 1" = 50'MARKINGSSIGNING AND PAVEMENT DRAINAGE/GRADING REVISIONS1SS3-17-261
16+80.00MATCHLINE STA.
22+60.00MATCHLINE STA. ? ROBSON RANCH RDSTA 18+24CBEGINSTA 19+24EXIST ROWEXIST ROWEXIST ROWROBSON RANCH ROADAKDD2xHAHKBEGIN TAPER2xCENDEND TAPER2xBBEGIN2xJ2xBEGINCBJFFGGGGFFLL2x2x16'17+0018+0019+0020+0021+0022+0020+0022+60.00MATCHLINE STA.
28+40.00MATCHLINE STA. ? ROBSON RANCH RDEND TAPER STA 28+27ENDCSTA 22+65BEND GORESTA 23+84ABEGINEXIST ROWEXIST ROWEXIST ROWSTA 27+25ROBSON RANCH ROADSTA 22+68STA 27+41MATCH EXISTINGENDAENDAEND2xJEND2xNENDAKHHKDD2x2xFFGGABJCABEGIN GOREBBEGINJBEGINBEGIN TAPERENDBENDJBEGINC1STOPR1-136"X36"1LLL2x2x2xØ=16'Ø=16'16'
28'
SAGEHAW K DR(BY OTHERS)80LFBGFJKHONLYONLY
ONLYONLY23+0024+0025+0026+0027+0028+0025+003/17/2026FILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3288\146174_6\13448-01_SPMK02.dgn3/17/2026 6:52:16 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYD
ESNECIL
REENIG
N
E
LANOISSEFORPSTEPHEN T. SKROVANEKSAXET FO ET
A
TS138388LEGEND SHALL BE 2' DOTTED MARKING WITH A 6' GAP.4. DOTTED EXTENSION LINES THROUGH INTERSECTIONS MARKING REMOVALS.3. SEE REMOVAL SHEETS FOR EXISTING PAVEMENT ? ROBSON RANCH RD UNLESS OTHERWISE SHOWN. OUT. ALL STATION CALLOUTS IN REFERENCE TO 2. ALL LANE WIDTHS 12' UNLESS OTHERWISE CALLED - PM(3)-22, AND PM(4)-22A. TxDOT PAVEMENT MARKING STANDARDS PM(1)-221. ALL PAVEMENT MARKINGS SHALL CONFORM TONOTES:REFL PAV MRK TY I (W)6"(SLD)(90MIL)REFL PAV MRK TY I (W) 8"(SLD)(90MIL)REFL PAV MRK TY I (W) 8"(DOT)(90MIL)REFL PAV MRK TY I (Y)6"(SLD)(90MIL)REFL PAV MRK TY I (W)(ARROW)(90MIL)REFL PAV MRK TY I (W)(WORD)(90MIL)REFL PAV MRKR TY I-C @ 20' O.C.REFL PAV MRKR TY I-C @ 80' O.C.REFL PAV MRKR TY II-A-A @ 20' O.C.ABCREFL PAV MRK TY I (W)6"(BRK)(90MIL)GHJKDFLREFL PAV MRK TY I (W)24"(SLD)(90MIL)NSMALL SIGN ASSMINSTL DEL ASSM (D-SW)SZ 1(BRF)GF1 (BI)INSTL OM ASSM (OM-2Z)(WFLX)GND(BI)INSTL DEL ASSM (D-SY)SZ 1 (YFLX)SRF(BI)REFL PAV MRKR TY I-C @ 48' O.C.PEXIST SMALL SIGN ASSM TO REMAIN#SMALL SIGN NUMBERREFL PAV MRK TY I (W)(DBL ARROW)(90MIL)TSTA 16+80 - STA 28+406942 SCALE: 1" = 50'MARKINGSSIGNING AND PAVEMENT 11DRAINAGE/GRADING REVISIONS1SS3-17-26
28+40.00MATCHLINE STA.
34+20.00MATCHLINE STA. ROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROW? ROBSON RANCH RDSTA 30+15BEGIN TAPER BEGINCSTA 31+15END TAPER ENDSTA 34+20AENDAKHD2xD2xHK2xC2xBEGINB2xBEGINJ2xFFACCFFGGBBJJGGR2-130"X36"1SPEEDLIMITXX1LL2x2x28'
16'29+0030+0031+0032+0033+0034+0030+0034+20.00MATCHLINE STA.
40+00.00MATCHLINE STA.
LANDM ARK TR
ABEGINEXIST ROWEXIST ROW? ROBSON RANCH RDROBSON RANCH ROADSTA 34+30END GOREHENDSTA 35+84ABEGINSTA 36+11STA 36+40CBEGINSTA 37+40BBEGINKENDBENDJEND2x2x2x2xNHBEGINKBEGIN2xBEGIN TAPERJBEGINCEND2x2x2xSTA 38+86STA 39+86HBEGINKBEGINBBEGINJBEGINBEGIN GOREBEGIN TAPERBENDJENDCENDEND TAPERGGGGGGFFFFFFBBBBGNNACCJJJCDD2x2xFHKKHCBEGINLLL2x2xØ=16'Ø=16'13'16'
4'
LANDM ARK TR(BY OTHERS)11I-2aT(MOD)42"X18"CT80LFJDHKONLYONLY
ONLYONLY
3.3
66.129.8338.711.92.7106.18.72.7
1842I-2aT(MOD);1.5" Radius, 0.8" Border, White on Green;"Argyle", ClearviewHwy-5-W-R;"TOWN LIMIT", ClearviewHwy-3-W;ArgyleTOWNLIMIT2' DOT, 6' GAP(TYP)(R=100')35LF TOTAL35+0036+0037+0038+0039+0040+0035+0040+00ONLYONLY
ONLYONLY
3/17/2026FILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3288\146174_7\13448-01_SPMK03.dgn3/17/2026 6:52:23 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYD
ESNECIL
REENIG
N
E
LANOISSEFORPSTEPHEN T. SKROVANEKSAXET FO ET
A
TS138388LEGEND SHALL BE 2' DOTTED MARKING WITH A 6' GAP.4. DOTTED EXTENSION LINES THROUGH INTERSECTIONS MARKING REMOVALS.3. SEE REMOVAL SHEETS FOR EXISTING PAVEMENT ? ROBSON RANCH RD UNLESS OTHERWISE SHOWN. OUT. ALL STATION CALLOUTS IN REFERENCE TO 2. ALL LANE WIDTHS 12' UNLESS OTHERWISE CALLED - PM(3)-22, AND PM(4)-22A. TxDOT PAVEMENT MARKING STANDARDS PM(1)-221. ALL PAVEMENT MARKINGS SHALL CONFORM TONOTES:REFL PAV MRK TY I (W)6"(SLD)(90MIL)REFL PAV MRK TY I (W) 8"(SLD)(90MIL)REFL PAV MRK TY I (W) 8"(DOT)(90MIL)REFL PAV MRK TY I (Y)6"(SLD)(90MIL)REFL PAV MRK TY I (W)(ARROW)(90MIL)REFL PAV MRK TY I (W)(WORD)(90MIL)REFL PAV MRKR TY I-C @ 20' O.C.REFL PAV MRKR TY I-C @ 80' O.C.REFL PAV MRKR TY II-A-A @ 20' O.C.ABCREFL PAV MRK TY I (W)6"(BRK)(90MIL)GHJKDFLREFL PAV MRK TY I (W)24"(SLD)(90MIL)NSMALL SIGN ASSMINSTL DEL ASSM (D-SW)SZ 1(BRF)GF1 (BI)INSTL OM ASSM (OM-2Z)(WFLX)GND(BI)INSTL DEL ASSM (D-SY)SZ 1 (YFLX)SRF(BI)REFL PAV MRKR TY I-C @ 48' O.C.PEXIST SMALL SIGN ASSM TO REMAIN#SMALL SIGN NUMBERREFL PAV MRK TY I (W)(DBL ARROW)(90MIL)TSTA 28+40 - STA 40+007043 SCALE: 1" = 50'MARKINGSSIGNING AND PAVEMENT 11DRAINAGE/GRADING REVISIONS1SS3-17-26
40+00.00MATCHLINE STA.
45+80.00MATCHLINE STA. STOPRIGHTLANEMUSTTURNRIGHT1R3-7R36"X36"R1-136"X36"R2-130"X36"3M1-1T30"X24"4M2-1P21"X15"R3-5R30"X36"5SPEEDLIMITXXONLYJCTINTERSTATETEXAS35W628W4-1aTL36"X36"79R3-224"X24"CENDSTA 44+20PROP ROWEXIST ROW? ROBSON RANCH RDROBSON RANCH ROADSTA 40+15AENDEND GOREHENDKENDBENDJENDNJBFGD2x50 LF100 LF TOTALDN2x(100LF TOT.)STA 41+87BEGINA2xBEGINBEGINBJBEGINBEGINHK2xBEGIN GOREBEGINCBEGINPBEGIN@ 5' O.C.2xSTA 45+00STA 43+20STA 43+91STA 45+02EXIST ROWHKBJAFFGGDD2x2xPCACGFJBEND@ 5' O.C.FGNAPCBEGIN TAPERBEGINCBENDJENDBEGINCBENDJENDBEGINPENDCBBEGINJBEGINENDPEND TAPER64922815LL2x2xØ=16'Ø=16'16'16'VARFGB80LFJNFGD2x100LF TOTALONLYR3-5R30"X36"THRUTRAFFICMERGELEFT12.5'12.5'12'12'VAR VAR
1840+0041+0042+0043+0044+0045+0040+0045+00STA 41+147W45+80.00MATCHLINE STA. W? ROBSON RANCH RDEXIST ROWEXIST ROWROBSON RANCH ROADSTA 45+90STA 46+30STA 47+00STA 47+60STA 47+35FGBJFGBJNCABEGINCBENDJENDENDAENDCENDBENDJENDDENDL2x2xENDHENDKENDAENDCBBEGINJBEGINENDP1HKDL2x2xLLEND GOREDBEGINLBEGIN2x2xMATCH EXISTINGR3-5R30"X36"1ONLY12.5'12.5'46+0047+0048+0049+00ECPVECPVECPV
3/17/2026FILE:DATE:\\icsM-bgepw21\iCS_pdf_work_dir\3288\146174_8\13448-01_SPMK04.dgn3/17/2026 6:54:57 PM DN:CK:DW:CK:SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYD
ESNECIL
REENIG
N
E
LANOISSEFORPSTEPHEN T. SKROVANEKSAXET FO ET
A
TS138388LEGEND SHALL BE 2' DOTTED MARKING WITH A 6' GAP.4. DOTTED EXTENSION LINES THROUGH INTERSECTIONS MARKING REMOVALS.3. SEE REMOVAL SHEETS FOR EXISTING PAVEMENT ? ROBSON RANCH RD UNLESS OTHERWISE SHOWN. OUT. ALL STATION CALLOUTS IN REFERENCE TO 2. ALL LANE WIDTHS 12' UNLESS OTHERWISE CALLED - PM(3)-22, AND PM(4)-22A. TxDOT PAVEMENT MARKING STANDARDS PM(1)-221. ALL PAVEMENT MARKINGS SHALL CONFORM TONOTES:REFL PAV MRK TY I (W)6"(SLD)(90MIL)REFL PAV MRK TY I (W) 8"(SLD)(90MIL)REFL PAV MRK TY I (W) 8"(DOT)(90MIL)REFL PAV MRK TY I (Y)6"(SLD)(90MIL)REFL PAV MRK TY I (W)(ARROW)(90MIL)REFL PAV MRK TY I (W)(WORD)(90MIL)REFL PAV MRKR TY I-C @ 20' O.C.REFL PAV MRKR TY I-C @ 80' O.C.REFL PAV MRKR TY II-A-A @ 20' O.C.ABCREFL PAV MRK TY I (W)6"(BRK)(90MIL)GHJKDFLREFL PAV MRK TY I (W)24"(SLD)(90MIL)NSMALL SIGN ASSMINSTL DEL ASSM (D-SW)SZ 1(BRF)GF1 (BI)INSTL OM ASSM (OM-2Z)(WFLX)GND(BI)INSTL DEL ASSM (D-SY)SZ 1 (YFLX)SRF(BI)REFL PAV MRKR TY I-C @ 48' O.C.PEXIST SMALL SIGN ASSM TO REMAIN#SMALL SIGN NUMBERREFL PAV MRK TY I (W)(DBL ARROW)(90MIL)TSTA 40+00 - END7144 SCALE: 1" = 50'MARKINGSSIGNING AND PAVEMENT 11DRAINAGE/GRADING REVISIONS1SS03-17-26
3/17/202611+00.00MATCHLINE STA. ROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROWEXIST ROW? ROBSON RANCH RD11+00.00MATCHLINE STA. 16+80.00MATCHLINE STA. ROBSON RANCH ROAD? ROBSON RANCH RDEXIST ROWEXIST ROWEXIST ROW2693 SY SODBEGIN PROJECT? ROBSON RANCH RD STA 13+85.00EXIST ROWSHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYD
ESNECIL
REENIG
N
E
LANOISSEFORPALEK J. LUCEROSAXET FO ET
A
TS152346LEGEND LIMITS.8. REFER TO PROJECT LAYOUT FOR SOUTHERN PROJECT EVERY CONSTRUCTION PHASE. REMOVAL OF EROSION CONTROL ITEMS AHEAD OF7. CONTRACTOR TO DETERMINE INSTALLATION AND ADDITIONAL INFORMATION.6. SEE DRAINAGE, ROADWAY, DITCH LAYOUT PLANS FOR CONSTRUCTION. DEBRIS AND SEDIMENT THROUGHOUT5. CONTRACTOR TO MAINTAIN ROADWAYS CLEAR OF AND CONSTRUCTION SEQUENCE. 4. BMP INSTALLATION SHALL FOLLOW TCP PHASING TxDOT DRAINAGE REGULATIONS. AND REMOVAL SHALL BE IN ACCORDANCE WITH3. EROSION CONTROL INSTALLATION, MAINTENANCE, CONSTRUCTION IS COMPLETE. ACTIVITY AND SHALL REMAIN IN PLACE UNTIL PRIOR TO THE START OF ANY CONSTRUCTION2. EROSION CONTROL DEVICES SHALL BE INSTALLED DETERMINED BASED ON FIELD CONDITIONS. APPROXIMATE. ACTUAL LOCATIONS TO BE1. LOCATION OF EROSION CONTROL DEVICES ARENOTES:PERM BLOCK SODDINGDITCH FLOW ARROWSURFACE FLOW ARROWROCK FILTER DAM (TY 3)BEGIN - STA 16+808841 SCALE: 1" = 50' SW3P PLAN1DRAINAGE/GRADING REVISIONS1AL03-17-2616+007+008+009+0010+0011+0010+0011+0012+0013+0014+0015+0016+0015+00
ROBSON RANCH ROAD? ROBSON RANCH RDEXIST ROWEXIST ROWSAGEHAW K DR
5091 SY SODEXIST ROWEXIST ROWN89°53'52.0"E23+0024+0025+0026+0027+0028+0025+005+006+00 5+00
3/17/202616+80.00MATCHLINE STA.
22+60.00MATCHLINE STA. ROBSON RANCH ROAD? ROBSON RANCH RDEXIST ROWEXIST ROW4855 SY SODEXIST ROWEXIST ROW22+60.00MATCHLINE STA.
28+40.00MATCHLINE STA. SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYD
ESNECIL
REENIG
N
E
LANOISSEFORPALEK J. LUCEROSAXET FO ET
A
TS152346LEGEND LIMITS.8. REFER TO PROJECT LAYOUT FOR SOUTHERN PROJECT EVERY CONSTRUCTION PHASE. REMOVAL OF EROSION CONTROL ITEMS AHEAD OF7. CONTRACTOR TO DETERMINE INSTALLATION AND ADDITIONAL INFORMATION.6. SEE DRAINAGE, ROADWAY, DITCH LAYOUT PLANS FOR CONSTRUCTION. DEBRIS AND SEDIMENT THROUGHOUT5. CONTRACTOR TO MAINTAIN ROADWAYS CLEAR OF AND CONSTRUCTION SEQUENCE. 4. BMP INSTALLATION SHALL FOLLOW TCP PHASING TxDOT DRAINAGE REGULATIONS. AND REMOVAL SHALL BE IN ACCORDANCE WITH3. EROSION CONTROL INSTALLATION, MAINTENANCE, CONSTRUCTION IS COMPLETE. ACTIVITY AND SHALL REMAIN IN PLACE UNTIL PRIOR TO THE START OF ANY CONSTRUCTION2. EROSION CONTROL DEVICES SHALL BE INSTALLED DETERMINED BASED ON FIELD CONDITIONS. APPROXIMATE. ACTUAL LOCATIONS TO BE1. LOCATION OF EROSION CONTROL DEVICES ARENOTES:PERM BLOCK SODDINGDITCH FLOW ARROWSURFACE FLOW ARROWROCK FILTER DAM (TY 3)STA 16+80 - STA 28+408942 SCALE: 1" = 50' SW3P PLAN11DRAINAGE/GRADING REVISIONS1AL03-17-26117+0018+0019+0020+0021+0022+0020+00
3/17/2026ROBSON RANCH ROAD? ROBSON RANCH RDEXIST ROWEXIST ROW4849 SY SODEXIST ROWEXIST ROW28+40.00MATCHLINE STA.
34+20.00MATCHLINE STA.
34+20.00MATCHLINE STA.
40+00.00MATCHLINE STA. ROBSON RANCH ROAD? ROBSON RANCH RDEXIST ROWEXIST ROW78 SY SODLANDM ARK TRAIL
4632 SY SODEXIST ROWEXIST ROWSHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYD
ESNECIL
REENIG
N
E
LANOISSEFORPALEK J. LUCEROSAXET FO ET
A
TS152346LEGEND LIMITS.8. REFER TO PROJECT LAYOUT FOR SOUTHERN PROJECT EVERY CONSTRUCTION PHASE. REMOVAL OF EROSION CONTROL ITEMS AHEAD OF7. CONTRACTOR TO DETERMINE INSTALLATION AND ADDITIONAL INFORMATION.6. SEE DRAINAGE, ROADWAY, DITCH LAYOUT PLANS FOR CONSTRUCTION. DEBRIS AND SEDIMENT THROUGHOUT5. CONTRACTOR TO MAINTAIN ROADWAYS CLEAR OF AND CONSTRUCTION SEQUENCE. 4. BMP INSTALLATION SHALL FOLLOW TCP PHASING TxDOT DRAINAGE REGULATIONS. AND REMOVAL SHALL BE IN ACCORDANCE WITH3. EROSION CONTROL INSTALLATION, MAINTENANCE, CONSTRUCTION IS COMPLETE. ACTIVITY AND SHALL REMAIN IN PLACE UNTIL PRIOR TO THE START OF ANY CONSTRUCTION2. EROSION CONTROL DEVICES SHALL BE INSTALLED DETERMINED BASED ON FIELD CONDITIONS. APPROXIMATE. ACTUAL LOCATIONS TO BE1. LOCATION OF EROSION CONTROL DEVICES ARENOTES:PERM BLOCK SODDINGDITCH FLOW ARROWSURFACE FLOW ARROWROCK FILTER DAM (TY 3)STA 28+40 - STA 40+009043 SCALE: 1" = 50' SW3P PLAN11DRAINAGE/GRADING REVISIONS1AL03-17-26129+0030+0031+0032+0033+0034+0030+0035+0036+0037+0038+0039+0040+0035+0040+005+006+00 5+00
W3/17/202640+00.00MATCHLINE STA.
45+80.00MATCHLINE STA. ROBSON RANCH ROAD? ROBSON RANCH RDEXIST ROWEXIST ROWEXIST ROW142 SY SOD1270 SY SOD433 SY SOD39 LF RFDCULVERT 04CULVERT 055498 SY SODEXIST ROW45+80.00MATCHLINE STA. WROBSON RANCH ROADEXIST ROWEXIST ROWEXIST ROW700 SY SOD586 SY SOD53 LF RFD45 LF RFD? ROBSON RANCH RDEND PROJECT? ROBSON RANCH RD STA 47+00.00SHEET OF DATEBYREVREVISION BOND PROJECT NO.SHEET NO.ROBSON RANCH RDBGE, Inc.TBPE Registration No. F-1046Copyright
20262595 Dallas Parkway, Suite 101, Frisco, TX 75034Tel: 972-464-4800? www.bgeinc.comHORIZONTAL0502525SCALE IN FEET DENTON COUNTYD
ESNECIL
REENIG
N
E
LANOISSEFORPALEK J. LUCEROSAXET FO ET
A
TS152346LEGEND LIMITS.8. REFER TO PROJECT LAYOUT FOR SOUTHERN PROJECT EVERY CONSTRUCTION PHASE. REMOVAL OF EROSION CONTROL ITEMS AHEAD OF7. CONTRACTOR TO DETERMINE INSTALLATION AND ADDITIONAL INFORMATION.6. SEE DRAINAGE, ROADWAY, DITCH LAYOUT PLANS FOR CONSTRUCTION. DEBRIS AND SEDIMENT THROUGHOUT5. CONTRACTOR TO MAINTAIN ROADWAYS CLEAR OF AND CONSTRUCTION SEQUENCE. 4. BMP INSTALLATION SHALL FOLLOW TCP PHASING TxDOT DRAINAGE REGULATIONS. AND REMOVAL SHALL BE IN ACCORDANCE WITH3. EROSION CONTROL INSTALLATION, MAINTENANCE, CONSTRUCTION IS COMPLETE. ACTIVITY AND SHALL REMAIN IN PLACE UNTIL PRIOR TO THE START OF ANY CONSTRUCTION2. EROSION CONTROL DEVICES SHALL BE INSTALLED DETERMINED BASED ON FIELD CONDITIONS. APPROXIMATE. ACTUAL LOCATIONS TO BE1. LOCATION OF EROSION CONTROL DEVICES ARENOTES:PERM BLOCK SODDINGDITCH FLOW ARROWSURFACE FLOW ARROWROCK FILTER DAM (TY 3)STA 40+00 - END9144 SCALE: 1" = 50' SW3P PLAN11DRAINAGE/GRADING REVISIONS1AL03-17-26140+0041+0042+0043+0044+0045+0040+0045+006+00 5+005+005+00 6+005+00
5+00 6+005+0046+0047+0048+0049+00