STATE OF TEXAS DEPARTMENT OF TRANSPORTATION DALLAS DISTRICT DESIGN SCHEMATIC

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1 W 1830 IOOF Cem NAVO 1385 OF TEXAS DEPATMENT OF TANSPOTATION DESIGN DIV. AL 6 STP 201(083)MM GAPHICS LC CHECK TEXAS DALLAS DENTON AL CHECK 1 MZ INDEX OF S DESCIPTION 1 TITLE 2 TAFFIC DIAGAM 3 POJECT LAYOUT 4 TYPICAL 5 HOIZONTALDATA 6 PLAN DALLAS DESIGN SCHEMATIC LIMITS: FOM SCHOOL D/MAYHILL OAD(FM 2499) TO JAMES K. SELMAN ENGINEE CSJ: / DENTON SL TOTAL LENGTH OF MAYHILL SEGMENT = TOTAL LENGTH OF POJECT = TYPE OF WOK: FO THE CONSTUCTION OF OADWAY = FT = MI. BIDGE 0.0 = FT. = 0.0 MI. TOTAL = FT. = 0.59 MI. OADWAY = FT = MI. BIDGE 1.1 = FT. = MI. TOTAL = FT. = MI. CONSISTING OF: PAVING, GADING, DAINAGE, STUCTUES, BIDGES, FONTAGE OADS GADE SEPAATION ALONG AT BINKE AND INTE IMPOVEMENTS AT MAYHILL AND SL NOTE: 2012) DESIGN SPEED: MAINS = 50 MPH (NOTE 1) AMPS FONTAGE OADS = 40 MPH COSS STEETS = 30 MPH UTUN FUNCTIONAL CLASSIFICATION - UBAN FEEWAY DESIGN SPEED NOTES: = 40 MPH = 15 MPH 1. DESIGN SPEED FO MAIN TO = 0 MPH TO = 0 MPH SPECIFICATIONS ADOPTED BY THE TEXAS DEPATMENT OF TANSPOTATION, NOVEMBE 1, 2014, AND THE CONTACT POVISIONS LISTED AND D AS FOLLOWS SHALL GOVEN ON THIS POJECT: EQUIED CONTACT POVISIONS FO ALL FEDEAL-AID CONSTUCTION CONTACTS (FOM FHWA 123, MAY 1, PILOT POINT AY OBETS LAKE SANGE AUBEY BN & GAY ENGINEES, INC. BEGIN POJECT CSJ: STA KUM END POJECT CSJ: STA PONDE W E 426 DENTON 2181 COINTH E 20 LITTLEELM DENTON N.T.S DALLAS W AGYLE LEWISVILLE JUSTIN LAKE THECOLONY LEWISVILLE W OANOKE 10 TOPHY CLUB 2499 FLOWE MOUND E LOCATION MAP KEY TO COUNTIES EQUATIONS: N/A EXCEPTIONS: N/A AILOAD COSSINGS: N/A C 2016 by Texas Department of Transportation; all rights reserved :

2 SMH_TD01.dgn Q:\Projects\ _BINKE\03_CADD\Schematic\Mayhill U-turn Schematic sheets\smh_td01.dgn 4:08:11 PM SBF NBF FM SCHOOL D TAFFIC DIAGAM TAFFIC LEGEND: 9 YEA 2010 ADT YEA 2030 ADT YEA 2040 ADT SIGNALIZED INTE NOTE: TAFFIC DIAGAM INFOMATION FOM PELIMINAY NEPA SCHEMATIC D 11/24/2010 HALFF ASSOCAITES PE FIM #312 BN & GAY ENGINEES, INC. TAFFIC DIAGAM MAYHILL OAD SCALE: NTS 1 OF 1 DIV. 6 TEXAS SEE TITLE 2

3 SMH_PL01.DGN Q:\Projects\ _BINKE\03_CADD\Schematic\Mayhill U-turn Schematic sheets\smh_pl01.dgn 4:08:13 PM PILE 8 88 AUTOMOBILE CANNOPY SB-GP S NB-GP S MNBF 84 BEGIN POJECT SBF CSJ: [ IHE STA Property Owners OWNESHIP INFOMATION OBTAINED FOM DENTON APPAISAL (2/2016) MSBF [ Parcel # Property ID Owner Name Location Address Carroll Family Investments, Ltd 3300 Wind iver Ln Tx Texas Department Of Transportation SCHOOL D. Mayhill Denton Lp Ie & Mayhill Tx Eckert eal Estate Llc 3811a S Ie Tx Melissa Investments Llc 9 S Ie Tx Cn Tx Denton Llc 1S I Tx Kados Management Inc 5 S Ie Tx Andeel Holdings Llc Eta 301S Ie S J & S Wood Autopark Llc 0 S Ie Tx J & S Wood Autopark Llc First United Leasing Corp 320 S Ie Goel Ventures, Llc 3628 S Ie Tx Mayhill Crossing Ltd 3606 S Ie Josten's Inc 3 S Ie Tx Josten's Inc 3 S Ie Tx Josten's Inc 3 S Ie Tx Ie Denton Security Inv Inc S Ie Tx EGAL D. NBF NOTES: EXISTING FEATUES WEE NOT FIELD SUVEYED. SCHEMATICS AE BASE ON AEIAL SUVEYS D (FEBUAY 9, 2006) AND ECOD PLANS (POVIDED BY TxDOT). MEDIAN OPENINGS WEE DETEMINED IN COODINATION WITH LOCAL GOVENMENT. FINAL LOCATION OF MEDIAN OPENINGS WILL BE DETEMINED IN PS&E DEVELOPMENT PHASE IN COODINATION WITH THE LOCAL GOVENMENT SUPE ELEVATION AXIS OF OTATION IS ABOUT PGL. EXISTING DIVEWAYS WILL EMAIN UNLESS IT IS DETEMINED DUING DETAILED DESIGN STAGE AND COODINATING WITH LOCAL GOVENMENT THAT THE DIVEWAY IS A SAFETY ISSUE AND/O IS LOCATED WITHIN ACCESS DENIAL LIMITS SHOWN. CONVENTIONAL OADWAY SIGNAGE (SMALL SIGNS) AE NOT SHOWN AND WILL BE DEVELOPED DUING PS&E PHASE OF THE POJECT. END POJECT CSJ: [ IHE STA SCALE: 1"=200' 1 OF 1 DIV LEGEND HOIZONTAL SCALE IN FEET EXIST CONSTUCTION 6 TEXAS SEE TITLE POPETY LINES OF ACCESS BN & GAY ENGINEES, INC. POJECT LAYOUT 3

4 SMH_TS01.DGN Q:\Projects\ _BINKE\03_CADD\Schematic\Mayhill U-turn Schematic sheets\smh_ts01.dgn 6/26/2016 2:00:21 PM 4:1 MSBF 24' 8' 12' 12' UNKNOWN DEPTH Q B O ASPHALT OVELAY EXISTING TYPICAL CONCETE FONTAGE OAD EXISTING TYP SOUTHBOUND SBF STA TO STA STA TO END MSBF 3:1 MAX 3:1 MAX 8' 0-2' SHLD OFFSET F UNKNOWN DEPTH A ASPHALT OVELAY B 6" COMPACTED OADBED * C FLEXBASE D 8" CONCETE PAVEMENT POPOSED SOUTHBOUND FONTAGE D OADWAY STA TO STA :1 MAX O 29' EXISTING COLUMN EX IPAP 3-5' U 3.5' EX TYPE II CUB 8" CONC PAVEMENT B POPOSED LOOP TYPICAL STA TO STA ' 2.0% TYP 6" COMPACTED OADBED A B C SP-A = PG ITEM D S * TACK COAT = CSS-1H ( GAL/SY) TAFFIC AIL POPOSED POPOSED MAYHILL TEATED TYP TYPICAL SUBGADE = 100 PSI MIN FOUNDATION 10 DAY UCS STA MAYHILL SELECT TO STA D FILL 12+1 = ITEM 132 EMBANKMENT SOIL NAIL WALL STA (FINAL) TO STA (DENSITY ) (TY C2) * SELECT FILL EQUIEMENTS OF SP-A AND SP-C. * AT GADE/CUT FILL CONDITIONS GP S FONTAGE AND FONTAGE OADS 6. PIME COAT= EC30 O AS OTHEWISE APPOVED AND AMPS COSS STEETS 22.5"-23" (IN) "/FT O 44' [ [ GENEAL 14 NOTES: 22' 22' 1. SEE OADWAY PLANS FO CUB, CUB 1' AND GUTTE, MBGF AND IGID BAIE LIMITS BY TXDOT (IN) "/FT EXISTING TYPICAL STA TO STA % TYP SELECT FILL EQUIEMENTS ELEMENT STATION LIMITS 1.5% PAVEMENT DEPTH 29' 18' UTUN 2.0% (F) * AT GADE/CUT. TEATED SUBGADE MAY BE CEMENT TEATED O BEGIN SELECT FILL EQUIEMENTS NBF 0" LIME TEATED. TO END GPL & AMPS BEGIN SBF 0" BEGIN TO " TO END 8. TEMPOAY SPECIAL SHOING SHALL BE USED FO TO END 12" 9. 44' 14 22' 29' 36" COLUMN 3-5' 3.5' FO ETAINING WALL LOCATIONS AND DETAILS SEE ETAINING WALL S. EX TYPE II K CUB ALL DIMENSIONS AE TO FACE OF CUB UNLESS NOTED OTHEWISE. 2' OFFSET 2' OFFSET TAFFIC AIL SP-C = SPC; PG 6-22 O PG 6-28 ITEM FOUNDATION SP-C = PG 0-22 ITEM E: GENEAL NOTES SPECIFICATION DATA U EXISTING COLUMN GEOTEXTILE= PAVEMENT JOINT UNDESEAL ITEM 6 TACK COAT BETWEEN EACH LIFT EXCAVATIONS DEEPE THAN 4' SELECT FILL DEPTHS SHALL BE CONFIMED BY THE CONTACTO BASED ON FIELD TESTING. K 2' MUTUN A B C D E F G H I J K L M N O P Q S LEGEND POPOSED 2" SP-C (PG 6-22 O PG 6-28) 2" SP-C (PG 0-22).5" SP-A (PG 64-22) 12" LIME TEATED SUBGADE 9" SP-A (PG 64-22) CUB & GUTTE (TY II) CSB CSB(DB)** MBGF O SST, SLOTTED ETAINING WALL SST CONC. FLUME MOW STIP 4" CONCETE IP AP 5" SEEDING & TOP SOIL O COMPOST MANUF TOPSOIL (BOS) CONCETE MEDIAN 4" CONCETE SIDEWALK SELECT FILL PIME COAT (ITEM 310) POPOSED TAVEL BN & GAY ENGINEES, INC. 6/26/2016 TYPICAL S SCALE: N/A 1 OF 1 DIV. 6 TEXAS SEE TITLE 4

5 SMH_AD01.dgn Q:\Projects\ _BINKE\03_CADD\Schematic\Mayhill U-turn Schematic sheets\smh_ad01.dgn 4:08:15 PM C3 C4 EXIST. BASELINE - MSBF Beginning chain MSBF description Point MSBF1 N,113, E 2,400, Sta Course from MSBF1 to PC MSBF-1 N 50 12' 45.8" W Dist Curve MSBF-1 P.I. Station N,113, E 2,400, Delta = 5' 38.46" (LT) Tangent = Length = adius = 1, External = Long Chord = Mid. Ord. = P.C. Station N,113, E 2,400, P.T. Station N,113, E 2,400, C.C. N,112, E 2,399, = N 50 12' 45.8" W = N 58 10' 24.24" W Chord Bear = N 54.01" W Course from PT MSBF-1 to PC MSBF-2 N 58 10' 24.24" W Dist Curve MSBF-2 P.I. Station N,113, E 2,400, Delta = 52' 56.18" (T) Tangent = Length = adius = 1, External = Long Chord = Mid. Ord. = P.C. Station N,113,59.83 E 2,400, P.T. Station N,113, E 2,400, C.C. N,, E 2,400, = N 58 10' 24.24" W = N 50 1' 28.06" W Chord Bear = N 54 13' 56.15" W Course from PT MSBF-2 to PC MSBF-3 N 50 1' 28.06" W Dist Curve MSBF-3 P.I. Station N,, E 2,399, Delta = 8 49' 4.29" (T) Degree = 4 00' 00.00" Tangent = Length = adius = 1, External = Long Chord = Mid. Ord. = P.C. Station N,113, E 2,399, P.T. Station N,, E 2,399, C.C. N,115, E 2,400, = N 50 1' 28.06" W = N 41 2' 40." W Chord Bear = N 45 52' 34.42" W Course from PT MSBF-3 to PC MSBF-4 N 40 5' 34.83" W Dist.6018 Curve MSBF-4 P.I. Station N,, E 2,399, Delta = 9 16' 09.26" (LT) Tangent = Length = adius = 1, External = Long Chord = Mid. Ord. = P.C. Station N,, E 2,399, P.T. Station N,, E 2,399, C.C. N,113, E 2,398, = N 40 48' 40.82" W = N 50 04' 50.09" W Chord Bear = N 45 26' 45.46" W Course from PT MSBF-4 to MSBF2 N 50 04' 50.09" W Dist Point MSBF2 N,, E 2,399, Sta Ending chain MSBF description EXIST. BASELINE - MNBF Beginning chain MNBF description Point MNBF1 N,113, E 2,400, Sta Course from MNBF1 to PC MNBF-1 N 50 43' 08.58" W Dist Curve MNBF-1 Degree = 5 00' 00.00" Tangent = Length = adius = 1,145.9 External = Long Chord = Mid. Ord. = Curve MNBF-2 = N 50 43' 08.58" W = N 39 53' 48.18" W Chord Bear = N 45 18' 28.38" W Tangent = Length = adius = 1, External = Long Chord = Mid. Ord. = = N 39 53' 48.18" W = N 50 15' 09.10" W Chord Bear = N 45 04' 28.64" W Ending chain MNBF description EXIST. BASELINE - Beginning chain XMAY description Point XMAY1 N,113, E 2,400, Sta Course from XMAY1 to XMAY2 S 39 36' 23.40" W Dist Point XMAY2 N,113, E 2,400, Sta Ending chain XMAY description Delta = 10 49' 20.40" (T) Delta = 10 21' 20.92" (LT) P.I. Station N,113, E 2,400, P.C. Station N,113, E 2,400, P.T. Station N,113, E 2,400, C.C. N,, E 2,401, Course from PT MNBF-1 to PC MNBF-2 N 39 53' 48.18" W Dist P.I. Station N,113, E 2,400, P.C. Station N,113, E 2,400, P.T. Station N,113, E 2,400, C.C. N,112, E 2,399, Course from PT MNBF-2 to MNBF2 N 50 15' 09.10" W Dist Point MNBF2 N,, E 2,400, Sta C1 C2 POPOSED BASELINE - MUTUN Beginning chain MUTUN description Point MUTU1 N,, E 2,400, Sta Course from MUTU1 to PC MUTUN-1 S 46 22' 19.83" E Dist Curve MUTUN-1 P.I. Station N,113, E 2,400, Delta = 85 58' 43.23" (T) Degree = 95 29' 34.68" Tangent = Length = adius = External = Long Chord = Mid. Ord. = P.C. Station N,113, E 2,400, P.T. Station N,113, E 2,400, C.C. N,113, E 2,400, Chord Bear = S 3 22' 58.22" E Course from PT MUTUN-1 to PC MUTUN-2 S 39 36' 23.40" W Dist Curve MUTUN-2 P.I. Station N,113,3.558 E 2,400, Delta = 89 59' 50.06" (T) Degree = 1 3' 11.01" Tangent = Length = adius = External = Long Chord = Mid. Ord. = P.C. Station N,113, E 2,400, P.T. Station N,113, E 2,400, C.C. N,113, E 2,400, = S 46 22' 19.83" E = S 39 36' 23.40" W = S 39 36' 23.40" W = N 50 23' 46.54" W Chord Bear = S 84 36' 18.43" W Course from PT MUTUN-2 to MUTU2 N 50 23' 46.54" W Dist Point MUTU2 N,113, E 2,399, Sta Course from MUTU2 to MUTU3 N 53 46' 42.14" W Dist Point MUTU3 N,, E 2,399, Sta Ending chain MUTUN description BN & GAY ENGINEES, INC. LEGEND C# CUVE NUMBE HOIZONTAL DATA SCALE: N/A 1 OF 1 DIV. 6 TEXAS SEE TITLE 5

6 SMH_PV01.DGN Q:\Projects\ _BINKE\03_CADD\Schematic\Mayhill U-turn Schematic sheets\smh_pv01.dgn 6/26/2016 2:00:25 PM MNBF STA = [ STA PI PAVEMENT END TANSITION MUTUN STA = MNBF STA ' LT MNBF INSTALL PED TYPE [ STA ' T SAWCUT MUTUN POPOSED C&G POT POPOSED C&G NBF END C&G BEGIN AIL (SST) MUTUN STA C1 23.9' LT POT END C&G BEGIN AIL (SST) [ STA ' T MUTUN STA ' LT PC PT BEGIN U-TUN BEGIN TANSITION MUTUN STA = MNBF STA MATCH EXISTING 1 2 ETAINING WALL SNW1 BEGIN C&G EX 3.5' SDWK (TO EMAIN) U-TUN NB-GP S END AIL (SST) BEGIN C&G [ STA ' T MUTUN STA ' LT POPOSED AIL (SST) SB-GP S [ PC (TYP) PT # CL/BL STATION OFFSET DESCIPTION ABANDONED CULVET 4M POPOSED C&G INSTALL PT PT SSCC (BEAT-SSCC) 1 EA EXISTING FLUME (TO BE MODIFIED) 1 MAYHILL ' T PIPAVEMENT,MATCH EXISTING 2 MAYHILL ' T END C&G,MATCH EXISTING EXISTING DOP INLET (TO BE EMOVED) POPOSED DOP INLET 3 MAYHILL ' T BEGIN PAVEMENT,MATCH EXISTING 4 MAYHILL ' T BEGIN C&G,MATCH EXISTING 5 MAYHILL ' T PIPAVEMENT,MATCH EXISTING EXISTING CULVET 4M [ C PC INSTALL PED TYPE 5 SBF PI C3 MSBF STA = [ STA MSBF END AIL (SST) BEGIN C&G BEGIN MBGF TANSITION (TL-2) MUTUN STA END MBGF TANSITION (TL-2) BEGIN MBGF MUTUN STA SAWCUT END MBGF BEGIN SGT POT MUTUN STA POPOSED C&G BEGIN TANSITION MUTUN STA )= MSBF STA ' T END U-TUN END C&G END TANSITION MUTUN STA = MSBF STA ' T MATCH EXISTING LEGEND NOTES: 1. CONTACTO IS ESPONSIBLE FO VEIFYING ALL EXISTING UTILITIES BEFOE BEGINNING ANY TYPE OF WOK. 2. EFE TO HOIZONTAL ALIGNMENT DATA FO CUVE DATA. 3. SEE INTE LAYOUTS FO ADDITIONAL DETAILS AND GADING INFOMATION. 4. SEE ETAINING WALL LAYOUT S FO ADDITIONAL INFOMATION. 5. ALL OFFSETS AND DIMENSIONS AE ELATIVE TO THE LIP OF GUTTE, NOMINAL FACE OF AIL\CUB O EDGE OF PAVEMENT UNLESS OTHEWISE NOTED. 6. SAWCUT SUBSIDIAY TO VAIOUS BID ITEMS. SCALE: OF DIV EMOVE PAVEMENT EMOVE CONCETE SIDEWALK O AMP C# CUVE NUMBE HOIZONTAL SCALE IN FEET POPOSED PAVEMENT BN & GAY ENGINEES, INC. 6/26/2016 PLAN U-TUN 6 TEXAS SEE TITLE 1"=50' 1 1 6

PT PROP LEVEE (BY OTHERS) TX54 TX54 TX70

PT PROP LEVEE (BY OTHERS) TX54 TX54 TX70 (+) 1.97% (+) 2.52% (+) 1.88% (+) 1.43% (+).75% (+).62% THIS PINT IS FUNISHED FO INFOMATION ONLY. THE PLAN INFOMATION O OTHE DATA SHOWN HEEON IS SUBJECT TO CHANGE AND MUST NOT BE CONSTUED AS FINAL. FO