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M A T C H L I N E S T A . 490 + 00 CO TT ON CI R T R I NI T Y R O AD T R I NI T Y R OAD KAM AS F M 361 O B E RR E NDE R R Y B A K W I LL I A MS S C HOO L R OAD F O S S CR E E K F F F M 2 2 18 B I G CR EE K F AI R CHI L DS CR EE K H H F A I RC H I L D S C R E E K T R I B U T A R Y 2 OF FM 2218 FM 361 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00 400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00 460+00 465+00 470+00 475+00 480+00 485+00 245+00 70 80 90 100 110 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00 400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00 460+00 465+00 470+00 475+00 480+00 485+00 245+00 110 100 90 80 70 110 100 90 80 70 110 100 90 80 70 110 100 90 80 70 110 100 90 80 70 110 100 90 80 70 110 100 90 80 70 110 100 90 80 70 110 100 90 80 70 110 100 90 80 70 110 100 90 80 70 110 100 90 80 70 110 100 90 80 70 110 100 90 80 70 110 100 90 80 70 110 100 90 80 70 110 100 90 80 70 110 100 90 80 70 110 100 90 80 70 240+00 235+00 240+00 235+00 PROPOSED NB PGL PROPOSED NB PGL PROPOSED NB PGL PROPOSED NB PGL PROPOSED NB PGL PROPOSED NB PGL PROPOSED NB PGL PROPOSED NB PGL PROPOSED NB PGL PROPOSED SB PGL PROPOSED SB PGL PROPOSED SB PGL PROPOSED SB PGL PROPOSED SB PGL PROPOSED SB PGL PROPOSED SB PGL PROPOSED SB PGL STA 257+00 - STA 290+50 SECTION C-C RES. RES. RES. RES. SERVICE INCOME TAX VILLAGE STOP RES. RES. RES. RES. RES. RES. B&B’S RESALE STEAK & BBQ CO. HOLME’S TEXAS CHANTICLEER RES. RES. RES. LOUNGE MARTINEZ KITCHEN KUR’S KOUNTRY RES. RES. DEALER SALVAGE RES. RON’S RECYCLING RES. RES. RES. RES. RES. RES. RES. RES. RES. RES. RES. RES. RES. RES. RES. & RV STORAGE ACTION BOAT LIQUOR RES. SALON BIG CREEK BARN BARN BARN RES. RES. RES. RES. RES. RES. RES. RES. AND RACING STERN’S CYCLES OLD GAS STATION MOBILE HOME DAMON’S AUTO GLASS SPA’S POOLS SHRIMP BUSINESS PROP. R.O.W. PROP. C SH 36 L PROP. R.O.W. SHEET 1 OF 3 SHEET 1 OF 3 LIMITS SHEET 36 36 LIMITS SHEET 36 36 G E R KE N- HAR T LE DG E RES. MATERIAL TNT HORDGES SCALE: 1"=20’ PROPOSED DEPRESSED MEDIAN SECTION EXIST. NATURAL GROUND @ EAST R.O.W. EXIST. NATURAL GROUND @ WEST R.O.W. EXIST. NATURAL GROUND @ EAST R.O.W. EXIST. NATURAL GROUND @ WEST R.O.W. EXIST. NATURAL GROUND @ EAST R.O.W. EXIST. NATURAL GROUND @ WEST R.O.W. EXIST. NATURAL GROUND @ EAST R.O.W. EXIST. NATURAL GROUND @ WEST R.O.W. EXIST. NATURAL GROUND @ EAST R.O.W. EXIST. NATURAL GROUND @ WEST R.O.W. EXIST. NATURAL GROUND @ EAST R.O.W. EXIST. NATURAL GROUND @ WEST R.O.W. EXIST. NATURAL GROUND @ EAST R.O.W. EXIST. NATURAL GROUND @ WEST R.O.W. EXIST. NATURAL GROUND @ EAST R.O.W. EXIST. NATURAL GROUND @ WEST R.O.W. EXIST. NATURAL GROUND @ EAST R.O.W. EXIST. NATURAL GROUND @ WEST R.O.W. EXIST. NATURAL GROUND @ EAST R.O.W. EXIST. NATURAL GROUND @ WEST R.O.W. CI T Y L I M I T S P LE AK V I LL AG E RESIDENCE SALVAGE YARD 490+00 490+00 110 100 90 80 70 110 100 90 80 70 C C 230+00 230+00 225+00 225+00 220+00 220+00 US T I NI K R D. EXIST. R.O.W. EXIST R.O.W. PROP. R.O.W. EXIST R.O.W. EXIST R.O.W. EXIST R.O.W. EXIST R.O.W. EXIST R.O.W. EXIST R.O.W. EXIST R.O.W. PROP. R.O.W. PROP. R.O.W. PROP. R.O.W. PROP. R.O.W. P LE AK R D. PROPOSED SB PGL METAL SHEET FOJTIK’S F AI RC H I L DS C R EE K T R I B U T AR Y 3 OF F O S TE R S CHOO L \ J E S KE EXIST. GROUND @ NB PGL EXIST. GROUND @ SB PGL EXIST. GROUND @ SB PGL EXIST. GROUND @ NB PGL EXIST. GROUND @ NB PGL EXIST. GROUND @ SB PGL EXIST. GROUND @ SB PGL EXIST. GROUND @ NB PGL EXIST. GROUND @ SB PGL EXIST. GROUND @ NB PGL EXIST. GROUND @ NB PGL EXIST. GROUND @ SB PGL EXIST. GROUND @ NB PGL EXIST. GROUND @ SB PGL EXIST. GROUND @ NB PGL EXIST. GROUND @ SB PGL S P U R 1 0 G e r k e n R d H a r t l e d g e R d E X I T @ M I L E S P U R 1 0 G e r k e n R d H a r t l e d g e R d S P U R 1 0 G e r k e n R d H a r t l e d g e R d S P U R 1 0 G e r k e n R d H a r t l e d g e R d E X I T @ M I L E PROP. R.O.W. EXIST. R.O.W. CLEARANCE 16.5’ MIN. CLEARANCE 16.5’ MIN. PROP. R.O.W. EXIST R.O.W. PROP. R.O.W. PROP. R.O.W. MATCH EXIST. PAVEMENT MATCH EXIST. PAVEMENT 100 YEAR W.S. ELEV (85.32) 100 YEAR W.S. ELEV (85.32) 100 YEAR W.S. ELEV (83.97) 100 YEAR W.S. ELEV (83.97) 100 YEAR W.S. ELEV (83.97) 100 YEAR W.S. ELEV (83.97) 100 YEAR W.S. ELEV (83.97) 100 YEAR W.S. ELEV (83.97) 100 YEAR W.S. ELEV (84.99) 100 YEAR W.S. ELEV (82.78) 100 YEAR W.S. ELEV (82.78) 100 YEAR W.S. ELEV (84.99) 100 YEAR W.S. ELEV (84.99) 100 YEAR W.S. ELEV (86.05) 100 YEAR W.S. ELEV (86.05) 100 YEAR W.S. ELEV (87.69) 100 YEAR W.S. ELEV (87.69) 100 YEAR W.S. ELEV (87.69) 100 YEAR W.S. ELEV (87.69) 100 YEAR W.S. ELEV (87.69) EXIST. GROUND @ PGL EXIST. GROUND @ PGL EXIST. GROUND @ PGL PROPOSED PGL EXIST. GROUND @ PGL PROPOSED PGL DETENTION POND NO. 1 DEPTH = 10 FT 3:1 SIDE SLOPES BASIN VOLUME = 14.27 AC-FT TOTAL AREA = 2.72 AC FLOODPLAIN MITIGATION BASIN NO 4 DEPTH = 10.0 Ft 3:1 SIDE SLOPES BASIN VOLUME = 76.00 AC-FT TRACT AREA = 10.38 AC FLOODPLAIN MITIGATION BASIN NO. 3 DEPTH = 4.0 FT 3:1 SIDE SLOPES BASIN VOLUME = 3.33 AC-FT TRACT AREA = 1.64 AC 100’ RIGHT-OF-WAY 10’ SHLDR 2-12’ LANES PROPOSED DITCH PROPOSED DITCH EXIST. R.O.W. EXIST. R.O.W. PROP. R.O.W. EXISTING TYPICAL SECTION SHLDR SHLDR 10’ 10’ 2-12’ LANES L C PROP. L C EXISTING 10’ SHLDR 2-12’ LANES 76’ DEPRESSED MEDIAN EXIST. R.O.W. 3:1 MAX 8 : 1 U S UA L 8 : 1 U S UA L 3 : 1 MAX 2 . 00 % 2 . 00 % 4:1 MAX 6:1 USUAL 6:1 USUAL 4:1 MAX 58’ USUAL 28’ USUAL 28’ USUAL PROP. NB PGL PROP. SB PGL 4’PAVED 4’GRASSY 4’PAVED 4’GRASSY 8’ SHLDR SHLDR 8’ STA 330+00 - STA 354+00 SECTION E-E SCALE: 1"=20’ PROPOSED DEPRESSED MEDIAN SECTION 130’ 110’-125’ 240’-255’ RIGHT-OF-WAY 36’-51’ USUAL PROPOSED NB PGL RAMP PROPOSED SB PGL RAMP D D 100’ RIGHT-OF-WAY 10’ SHLDR 2-12’ LANES PROPOSED DITCH EXIST. R.O.W. EXIST. R.O.W. PROP. R.O.W. EXISTING TYPICAL SECTION SHLDR SHLDR 10’ 10’ 2-12’ LANES L C PROP. L C EXISTING 10’ SHLDR 2-12’ LANES 76’ DEPRESSED MEDIAN 3:1 MAX 8 : 1 U S UA L 8 : 1 U S U A L 2 . 00 % 2 . 0 0 % 6:1 USUAL 4:1 MAX 28’ USUAL 28’ USUAL PROP. SB PGL 4’PAVED 4’GRASSY 4’PAVED 4’GRASSY 8’ SHLDR SHLDR 8’ 110’ SCALE: 1"=20’ PROPOSED DEPRESSED MEDIAN SECTION PROP. R.O.W. 10’ SHLDR 2-12’ LANES 2 . 00 % 4’PAVED PROP. NB PGL 2 . 00 % 10’ SHLDR 2-12’ LANES 4’PAVED 89’ 88’ USUAL 12’GRASSY 72’ 554’ RIGHT-OF-WAY 45’ STA 315+00 SECTION D-D 190’ 254’ E E 2-10’x8’ MBC 2-10’x8’ MBC 5-6’x6’ MBC 5-6’x6’ MBC 4-5’x6’ MBC 4-5’x6’ MBC 4-6’x4’ MBC 4-6’x4’ MBC 7-8’x8’ MBC 7-8’x8’ MBC 1-24" CMP 1-48" CMP SH 36 SH 36 SH 36 1-5’x3’ SBC 4 : 1 U S UA L 4 : 1 U S UA L PROPOSED DITCH 3:1 MAX 6:1 USUAL 4:1 MAX DHV 500 1137 706 DHV 1490 177 353 SPUR 10 334 20 1333 DHV 30’ GRASSY PROP. R.O.W. 922 81 9 603 922 834 265 677 834 177 LEVEL UP VAR. DEPTH PROP. ROW PROP. ROW 2-10’x8’ MBC 5-6’x6’ MBC 4-5’x6’ MBC 4-6’x4’ MBC 1-800-522-4992 BURIED FIBER OPTIC CABLE FORT BEND TELEPHONE CO. 1-800-522-4992 BURIED FIBER OPTIC CABLE FORT BEND TELEPHONE CO. 1-800-522-4992 BURIED FIBER OPTIC CABLE FORT BEND TELEPHONE CO. 1-800-522-4992 BURIED FIBER OPTIC CABLE FORT BEND TELEPHONE CO. 1-800-522-4992 BURIED FIBER OPTIC CABLE FORT BEND TELEPHONE CO. 1-800-522-4992 BURIED FIBER OPTIC CABLE FORT BEND TELEPHONE CO. 1-800-522-4992 BURIED FIBER OPTIC CABLE FORT BEND TELEPHONE CO. OVERHEAD CABLE RELIANT ENERGY UNDERGROUND PIPE 1-800-633-0184 KINDER MORGAN PIPELINE UNDERGROUND PIPE 1-800-633-0184 KINDER MORGAN PIPELINE UNDERGROUND PIPE 1-800-766-8230 PHILLIPS PIPELINE OVERHEAD CABLE RELIANT ENERGY OVERHEAD CABLE RELIANT ENERGY OVERHEAD CABLE RELIANT ENERGY OVERHEAD CABLE RELIANT ENERGY UNDERGROUND PIPE 361-573-3283 CROSS TEX ENERGY SERVICES UNDERGROUND PIPE 1-800-633-0184 KINDER MORGAN PIPELINE UNDERGROUND PIPE 1-800-214-2154 ACACIA NATURAL GAS OVERHEAD CABLE RELIANT ENERGY RES. RES. AG-TEX GINS MURRAY RES. RES. RES. CHEVRON FOUNDATION METAL BLDG. CORRUGATED S 48 03’ 58.59" E 544.49’ S 59 49’ 18.47" E 556.08’ 10+00 15+00 P C 1 5 + 4 4 . 4 9 P T 16 + 9 8 . 3 7 20+00 POT10+00.00 POT264+50.54 PROP. R.O.W. EXIST R.O.W. T R I NI T Y R OAD PROP C TRINITY RD. L PROP C SH 36 L N.T.S. RES. CSJ 0188-02-029 STA 229+41.59 BEGIN PROJECT B B 100’ RIGHT-OF-WAY EXIST. R.O.W. EXIST. R.O.W. SHLDR SHLDR 10’ 10’ 2-12’ LANES EXISTING TYPICAL SECTION L C EXISTING 10’ SHLDR LANES 10’ SHLDR LANES MEDIAN PROPOSED DITCH PROP. R.O.W. L C PROP. PROPOSED DITCH EXIST. R.O.W. 50’ PROP. RIGHT-OF-WAY 100’ EXIST. RIGHT-OF-WAY 33’ USUAL 33’ USUAL 28’ USUAL 28’ USUAL 4: 1 MAX 6: 1 USUAL 4: 1 MAX 6: 1 USUAL 3:1 MAX 3:1 MAX PROP. PGL PROPOSED FLUSH MEDIAN SECTION SCALE: 1"=20’ 0-16’ 12’-24’ VARIES 12’-24’ VARIES VARIES 100’-150’ RIGHT-OF-WAY VARIES VARIES 100’ RIGHT-OF-WAY 10’ SHLDR 2-12’ LANES PROPOSED DITCH PROPOSED DITCH EXIST. R.O.W. EXIST. R.O.W. PROP. R.O.W. EXISTING TYPICAL SECTION SHLDR SHLDR 10’ 10’ 2-12’ LANES L C PROP. L C EXISTING 10’ SHLDR 2-12’ LANES 76’ DEPRESSED MEDIAN EXIST. R.O.W. 3:1 MAX 8 : 1 U S UA L 8 : 1 U S UA L 3 : 1 MA X V A R I E S 4:1 MAX 6:1 USUAL 6:1 USUAL 4:1 MAX 220’ RIGHT-OF-WAY 100’ EXIST. RIGHT-OF-WAY 120’ PROP. RIGHT-OF-WAY 30’ USUAL 46’ USUAL 28’ USUAL 28’ USUAL PROP. NB PGL PROP. SB PGL 4’PAVED 4’GRASSY 4’PAVED 4’GRASSY 8’ SHLDR SHLDR 8’ LEVEL UP VAR. DEPTH PROPOSED DEPRESSED MEDIAN SECTION SCALE: 1"=20’ PROPOSED DEPRESSED MEDIAN SECTION SCALE: 1"=20’ H H G G VA R I E S 100’ RIGHT-OF-WAY 10’ SHLDR 2-12’ LANES PROPOSED DITCH PROPOSED DITCH EXIST. R.O.W. EXIST. R.O.W. PROP. R.O.W. EXISTING TYPICAL SECTION SHLDR SHLDR 10’ 10’ 2-12’ LANES L C PROP. L C EXISTING 10’ SHLDR 2-12’ LANES 76’ DEPRESSED MEDIAN EXIST. R.O.W. 3:1 MAX 8 : 1 U S UA L 8 : 1 U S UA L 3 : 1 MA X V A R I E S 4:1 MAX 6:1 USUAL 6:1 USUAL 4:1 MAX 220’ RIGHT-OF-WAY 100’ EXIST. RIGHT-OF-WAY 120’ PROP. RIGHT-OF-WAY 30’ USUAL 46’ USUAL 28’ USUAL 28’ USUAL PROP. NB PGL PROP. SB PGL 4’PAVED 4’GRASSY 4’PAVED 4’GRASSY 8’ SHLDR SHLDR 8’ LEVEL UP VAR. DEPTH VA R I E S STA 465+76 - STA 466+75 SECTION H-H 100’ RIGHT-OF-WAY EXIST. R.O.W. EXIST. R.O.W. EXISTING TYPICAL SECTION SHLDR SHLDR 10’ 10’ 2-12’ LANES L C EXISTING 28’ USUAL 28’ USUAL WORK ZONE 120’ 10’ SHLDR 2-12’ LANES 46’ USUAL PROP. SB PGL 4’PAVED 4’GRASSY SHLDR 8’ 110’ WORK ZONE 30’ PHASE I PHASE II SECTIONS D-D TO G-G CONSTRUCTION SEQUENCE FOR 100’ RIGHT-OF-WAY EXIST. R.O.W. EXIST. R.O.W. EXISTING TYPICAL SECTION SHLDR SHLDR 10’ 10’ 2-12’ LANES L C EXISTING 28’ USUAL 28’ USUAL WORK ZONE 120’ 10’ SHLDR 2-12’ LANES 46’ USUAL 4’PAVED 4’GRASSY SHLDR 8’ 110’ WORK ZONE 30’ PHASE I PHASE II SECTIONS H-H AND J-J CONSTRUCTION SEQUENCE FOR PROP. NB PGL STA 453+25 - STA 454+00 SECTION G-G STA 454+00 - STA 459+88 STA 354+00 - STA 453+25 SECTION F-F STA 466+75 - STA 490+00 STA 459+88 - STA 465+76 SECTION J-J STA 241+00 - STA 253+00 SECTION B-B 100’ RIGHT-OF-WAY EXIST. R.O.W. EXIST. R.O.W. SHLDR SHLDR 10’ 10’ 2-12’ LANES EXISTING TYPICAL SECTION L C EXISTING 10’ SHLDR LANES 10’ SHLDR LANES MEDIAN PROP. R.O.W. L C PROP. PROPOSED DITCH EXIST. R.O.W. 50’ PROP. RIGHT-OF-WAY 100’ EXIST. RIGHT-OF-WAY 33’ USUAL 33’ USUAL 28’ USUAL 28’ USUAL 4: 1 MAX 6: 1 USUAL 3:1 MAX PROP. PGL PROPOSED FLUSH MEDIAN SECTION SCALE: 1"=20’ 0-16’ 12’-24’ VARIES 12’-24’ VARIES VARIES 100’-150’ RIGHT-OF-WAY STA 253+00 - STA 257+00 BEGIN PROJECT - STA 241+00 SECTION A-A A A 2.0% PROPOSED DITCH 4: 1 MAX 6: 1 USUAL 3:1 MAX 2.0% S E AB OU R NE CR EE K 100’ RIGHT-OF-WAY EXIST. R.O.W. EXIST. R.O.W. SCALE: 1"=20’ SHLDR SHLDR 10’ 10’ 2-12’ LANES PROPOSED FLUSH MEDIAN SECTION EXISTING TYPICAL SECTION L C EXISTING 10’ SHLDR 2-12’ LANES 10’ SHLDR 2-12’ LANES MEDIAN 16’ PROPOSED DITCH PROP. R.O.W. L C PROP. PROPOSED DITCH EXIST. R.O.W. 150’ RIGHT-OF-WAY 50’ PROP. RIGHT-OF-WAY 100’ EXIST. RIGHT-OF-WAY 33’ USUAL 33’ USUAL 28’ USUAL 28’ USUAL 4: 1 MAX 6: 1 USUAL 4: 1 MAX 6: 1 USUAL 3:1 MAX 3:1 MAX PROP. PGL 100’ RIGHT-OF-WAY 10’ SHLDR 2-12’ LANES PROPOSED DITCH PROPOSED DITCH EXIST. R.O.W. EXIST. R.O.W. PROP. R.O.W. SCALE: 1"=20’ EXISTING TYPICAL SECTION SHLDR SHLDR 10’ 10’ 2-12’ LANES PROPOSED DEPRESSED MEDIAN SECTION L C PROP. L C EXISTING 10’ SHLDR 2-12’ LANES 76’ DEPRESSED MEDIAN EXIST. R.O.W. 3:1 MAX 8 : 1 U S UA L 8 : 1 U S UA L 3 : 1 MA X 2 . 00 % 2 . 00 % 4:1 MAX 6:1 USUAL 6:1 USUAL 4:1 MAX 220’ RIGHT-OF-WAY 100’ EXIST. RIGHT-OF-WAY 120’ PROP. RIGHT-OF-WAY 30’ USUAL 46’ USUAL 28’ USUAL 28’ USUAL PROP. NB PGL PROP. SB PGL 4’PAVED 4’GRASSY 4’PAVED 4’GRASSY 8’ SHLDR SHLDR 8’ LEVEL UP VAR. DEPTH 100’ RIGHT-OF-WAY EXIST. R.O.W. EXIST. R.O.W. EXISTING TYPICAL SECTION SHLDR SHLDR 10’ 10’ 2-12’ LANES L C EXISTING 28’ USUAL 28’ USUAL 10’ SHLDR 2-12’ LANES PROPOSED DITCH PROPOSED DITCH PROP. R.O.W. L C PROP. 10’ SHLDR 2-12’ LANES 76’ DEPRESSED MEDIAN EXIST. R.O.W. 3:1 MAX 8 : 1 U S U A L 8 : 1 U S U A L 3 : 1 MA X 2 . 0 0 % 2 . 0 0 % 4:1 MAX 6:1 USUAL 6:1 USUAL 4:1 MAX 220’ RIGHT-OF-WAY 100’ EXIST. RIGHT-OF-WAY 120’ PROP. RIGHT-OF-WAY 30’ USUAL 46’ USUAL PROP. NB PGL PROP. SB PGL 4’PAVED 4’GRASSY 4’PAVED 4’GRASSY 8’ SHLDR SHLDR 8’ LEVEL UP VAR. DEPTH P OT31 0 + 46 . 82 S 48 03’ 58.59" E 544.49’ S 59 49’ 18.47" E 556.08’ P O T 10 + 0 0 . 0 0 10+00 15+00 P C 15 + 44 . 4 9 P T 16 + 98 . 37 20+00 255+00 260+00 P O T 2 6 4 + 5 0 . 4 2 P I S T A T I ON = 247 + 10 . 64 DELTA = 21 53 ’ 58 . 47 " ( R T ) D E G R EE O F C U R V E = 1 38 ’ 13 . 28 " TANGENT = 677 . 15 LENGTH = 1 , 337 . 77 RADIUS = 3 , 500 . 00 P C S T A T I ON = 240 + 33 . 49 P T S T A T I ON = 253 + 71 . 26 P I S T A T I ON = 45 3 + 68 . 9 0 DELTA = 5 29 ’ 5 9 . 85 " ( LT ) D E G R EE O F C U R V E = 1 1 5 ’ 13 . 45 " T ANG E N T = 219 . 51 LENGTH = 43 8 . 69 RADIUS = 4 , 570 . 0 0 P C S T A T I ON = 4 51 + 49 . 39 P T S T A T I ON = 455 + 88 . 0 8 PI STATION = 466+20.59 DELTA = 5 29’ 59.86" (RT) DEGREE OF CURVE = 1 15’ 13.45" TANGENT = 219.51 LENGTH = 438.69 RADIUS = 4,570.00 PC STATION = 464+01.08 PT STATION = 468+39.77 S 2 5 9 ’ 32 . 2 7 " E S 2 1 1 ’ 54 . 12 " E S 2 5 9 ’ 32 . 1 7 " E S 18 54’ 26.30" W S 20 24 ’ 30 . 77 " W S 19 12’ 55.72" W S 19 01’ 59.99" W S 1 3 3 2 ’ 0 0 . 1 4 " W S 19 01’ 59.99" W 225 + 0 0 POT 229+41.59 230 + 00 POT 233+60.13 235 + 0 0 240 + 00 PC 240+33.49 2 45 + 0 0 25 0 + 00 PT 253+ 7 1.26 255+00 260+00 265+00 270+00 275+00 280+00 285+00 POT 287 +1 2 . 6 5 290 + 00 295 + 00 300 + 00 POT 300+48.60 305+00 310+00 POT 310+46.82 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00 400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 PC 451+49.39 455 + 0 0 PT 455+88.08 4 6 0 + 0 0 PC 464+01.08 4 6 5 + 0 0 PT 468+39.77 470+00 475+00 480+00 485+00 PC 489+48.05 490+00 1 2 1 2 1 2 1 2 1 2 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 1 1 1 2 1 2 1 2 1 2 1 2 3 1 2 3 1 2 3 1 2 3 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 3 1 2 1 2 1 1 1 1 1 1 2 1 1 1 1 2 1 1 1 2 3 1 2 3 1 2 1 2 1 2 1 2 1 2 1 2 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 1 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 3 1 2 3 4 1 2 3 $DATE$ $TIME$ $FILE$ SOUTHERN PACIFIC Cemetery Rosenberg Cemetery Gethsemane West Cemetery Cottonwood Cemetery Jones Dry Creek 529 90A 2977 59 2977 762 Ceslinger Friedens Concord Prospect New 360 1236 442 2977 Creek 361 ROSENBERG ROSENBERG NEEDVILLE PLEAK FAIRCHILDS GUY PLEAK CITY LIMIT NEEDVILLE CITY LIMIT Buffalo Creek Cedar Creek Buffalo Creek Bi g Cr e e k De e r Cr ee k Co t t o n wood Cr e e k Fa i r c h i l d s Cr e e k Fai r chi l ds Cr eek Mound Creek HARTLEDGE (GERKEN RD.) FORT BEND COUNTY 59 ATCHISON, TOPEKA AND SANTA FE RAILWAY TRANSPORTATION COMPANY SOUTHERN PACIFIC SO UT HERN P ACI FIC TR ANS POR TAT ION C OMP ANY Modena ROSENBERG CITY LIMITS C o on Cre e k Seabourne Creek SOUTHERN PACIFIC CITY LIMIT PLEAK CITY LIMIT Big Creek P P P Bayou LIMIT CITY 36 SPUR 10 STUDY AREA 2218 VICINITY MAP N.T.S. SOUTHERN PACIFIC Cemetery Rosenberg Cemetery Gethsemane West Cemetery Cottonwood Cemetery Jones Dry Creek 529 90A 2977 59 2977 762 Ceslinger Friedens Concord Prospect New 360 1236 442 2977 Creek 361 ROSENBERG ROSENBERG NEEDVILLE PLEAK FAIRCHILDS GUY PLEAK CITY LIMIT NEEDVILLE CITY LIMIT Buffalo Creek Cedar Creek Buffalo Creek Bi g Cr e e k De e r Cr e e k Co t t on woo d Cr e e k Fa i r c h il d s Cr e e k Fai r chi l ds Cr eek Mound Creek HARTLEDGE (GERKEN RD.) FORT BEND COUNTY 59 ATCHISON, TOPEKA AND SANTA FE RAILWAY TRANSPORTATION COMPANY SOUTHERN PACIFIC S OU THE RN PA C I F I C TR AN S PO R T A T I ON C OM P AN Y Modena ROSENBERG CITY LIMITS C oo n C r ee k Seabourne Creek SOUTHERN PACIFIC CITY LIMIT PLEAK CITY LIMIT Big Creek P P P Bayou LIMIT CITY 36 SPUR 10 STUDY AREA 2218 VICINITY MAP N.T.S. ENGINEERS, INC. CIVIL ENGINEERS & SURVEYORS HOUSTON, TEXAS C 2003 Texas Department of Transportation STATE HIGHWAY 36 $USER$ SCHEMATIC LAYOUT ENGINEERS, INC. CIVIL ENGINEERS & SURVEYORS HOUSTON, TEXAS LEGEND C 2003 Texas Department of Transportation STATE HIGHWAY 36 SCHEMATIC LAYOUT EXISTING TELEPHONE MANHOLE SHELTER EXISTING TELEPHONE EQUIPMENT ROOM OR EXISTING CASING PROPOSED CASING PRIVATE WATER WELL EXISTING TELEPHONE COPPER CABLE EXISTING WATERLINE EXISTING GAS UTILITY OR GAS PIPELINE EXISTING TELEPHONE PULL BOX W (UNLESS NOTED OTHERWISE) EXISTING PVC CONTAINING TELEPHONE LINES EASEMENT UTILITY LEGEND PROP. PGL EXIST. PGL ~ ~ PROFILE LEGEND EXISTING GROUND EXISTING R.O.W. LT EXISTING R.O.W. RT Texas Department of Transportation COUNTY SCHEMATIC LAYOUT HOU S T ON D I S T R I C T FORT BEND ORIGINAL APPROVED: - - DATE: - - REVISED: - - REVISION(S) APPROVED: - - SPEED IS 40 MPH SECTION DESIGN URBAN CURB & GUTTER SPEED IS 70 MPH RURAL ARTERIAL DESIGN EXISTING TELEPHONE MANHOLE SHELTER EXISTING TELEPHONE EQUIPMENT ROOM OR EXISTING CASING PROPOSED CASING PRIVATE WATER WELL EXISTING TELEPHONE COPPER CABLE EXISTING WATERLINE EXISTING GAS UTILITY OR GAS PIPELINE EXISTING TELEPHONE PULL BOX W (UNLESS NOTED OTHERWISE) EXISTING PVC CONTAINING TELEPHONE LINES EASEMENT UTILITY LEGEND PROP. PGL EXIST. PGL ~ ~ PROFILE LEGEND EXISTING GROUND EXISTING R.O.W. LT EXISTING R.O.W. RT Texas Department of Transportation COUNTY SCHEMATIC LAYOUT HOU S T ON D I S T R I C T FORT BEND SH36 ORIGINAL APPROVED: - - DATE: - - REVISED: - - REVISION(S) APPROVED: - - SPEED IS 40 MPH SECTION DESIGN URBAN CURB & GUTTER SPEED IS 70 MPH RURAL ARTERIAL DESIGN FROM: FM 2218 TO: FORT BEND COUNTY LINE SCALE: 0 100 200 300 400 LEGEND SCALE: 0 100 200 300 400 MAIN LANES FRONTAGE ROADS AND RAMPS TURNAROUNDS EXISTING RDWY TO BE REMOVED EXISTING RDWY TO REMAIN EMBANKMENT CONTROL OF ACCESS PROP ROW EXISTING ROW 000000 0L 0L BLACK BLACK BLACK BLACK BLACK BLACK GREEN GREEN BLUE BLUE BLUE RED RED RED BLUE RED ORANGE ORANGE TURQUOISE BROWN PURPLE BLACK LINE WT COLOR CODE SYMBOLOGY 5 LT GREEN ACCESS ROAD PLANIMETRIC PROPOSED LANE DIRECTIONAL INDICATOR EXISTING LANE DIRECTIONAL INDICATOR DIRECT CONNECTOR DEPRESSED FUTURE RETAINING WALL STRIPING OVERHEAD EXPRESSWAY LANES TEMPORARY CONNECTIONS 5 5 10 9 7 0 6 1 1 3 2 4 0 0 0 0 3 3 2 1 1 0 3 3 3 3 1 1 1 1 0 0 0 0 0 0 0 2 2 6 6 65 7 37 197 RDWY. UNDER CONSTRUCTION TRAFFIC COUNT YEAR (2021) DHV PURPLE 10 10 HIGH OCCUPANCY VEHICLE 203 RECOMMENDED NOISE ABATEMENT WALL PLAN LEGEND MAIN LANES FRONTAGE ROADS AND RAMPS TURNAROUNDS EXISTING RDWY TO BE REMOVED EXISTING RDWY TO REMAIN EMBANKMENT CONTROL OF ACCESS PROP ROW EXISTING ROW 000000 0L 0L BLACK BLACK BLACK BLACK BLACK BLACK GREEN GREEN BLUE BLUE BLUE RED RED RED BLUE RED ORANGE ORANGE TURQUOISE BROWN PURPLE BLACK LINE WT COLOR CODE SYMBOLOGY 5 LT GREEN ACCESS ROAD PLANIMETRIC PROPOSED LANE DIRECTIONAL INDICATOR EXISTING LANE DIRECTIONAL INDICATOR DIRECT CONNECTOR DEPRESSED FUTURE RETAINING WALL STRIPING OVERHEAD EXPRESSWAY LANES TEMPORARY CONNECTIONS 5 5 10 9 7 0 6 1 1 3 2 4 0 0 0 0 3 3 2 1 1 0 3 3 3 3 1 1 1 1 0 0 0 0 0 0 0 2 2 6 6 65 7 37 197 RDWY. UNDER CONSTRUCTION TRAFFIC COUNT YEAR (2021) DHV PURPLE 10 10 HIGH OCCUPANCY VEHICLE 203 RECOMMENDED NOISE ABATEMENT WALL PLAN LEGEND NB PROFILE 100 YEAR WATER SURFACE ELEVATION 100 YEAR WATER SURFACE ELEVATION GAS GAS W W T T OH OH GAS GAS W W T T OH OH NOT A BIDDING DOCUMENT GARY GEHBAUER, P.E. 71173 TEXAS REGISTRATION NUMBER DATE FILE NO.: CSJ NO.: TO: FROM: DESCRIPTION: HIGHWAY: APPROVAL DATE: REVISION DATE: DATE: SH 36 FM 2218 FORT BEND COUNTY LINE 0187-05-048, ETC. SH36 FROM: FM 2218 TO: FORT BEND COUNTY LINE FILE NO.: CSJ NO.: TO: FROM: DESCRIPTION: HIGHWAY: APPROVAL DATE: REVISION DATE: DATE: SH 36 FM 2218 FORT BEND COUNTY LINE 0187-05-048, ETC. SB PROFILE + OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH T T T T T T T T T T T T T OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH GAS GAS GAS GAS GAS GAS T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S G AS GAS T T T T T T T T OH H-21 24.675 Marker Water Culverts TFP 1-1-34 PP H-22 H-22A 25.095 H-41 25.977 TFP TFP TFP LP LP TFP Sign Sign Inlets TFP Culverts Culverts Culverts Culvert Culvert Signs TFP 1-1-20 PP H-36 26.293 TFP LP LP LP Greenhouse Culvert 1-1-21 PP H-37 26.152 S TFP TFP LP LP Approx. LP Pipes Ruins Culvert Culvert Culvert Culvert Sign Sign Signs Culvert 1-1-3 PP TFP Billboard M.Home TFP Sign Sign Sign Sign 1-1-4 PP 26.003 TFP LP LP TFP TFP Sign LP LP LP LP Approx. M. Home TFP LP Sign TFP LP LP LP LP 1-1-5 PP TFP LP TFP LP LP LP LP LP TFP Ruins 1-1-6 PP H-39 25.683 TFP Approx. LP TFP LP TFP LP LP Sign Signs TFP LP Ruins LP M .Home 1-1-7 PP 1-1-8 PP H-40 25.362 1-1-9 PP 1-1-10 PP 1-1-11 PP Stock Pile Stock Pile 1-1-12 PP LP Sign Billboard LP LP LP Sign FP W W TFP LP TFP TFP TFP 1-1-13 PP H-42 25.893 Sign TFP LP LP Billboard 1-1-14 PP TFP LP TFP 1-1-15 PP TFP Water Dense Woods Dense Woods 1-1-16 PP H-43 26.304 Sign TFP Dense Woods Dense Woods Dense Woods Dense Woods Dense Woods 1-1-17 PP TFP Framework TFP TFP Dense Woods Dense Woods 1-1-18 PP H-44 25.957 LP 1-1-19 PP LP Signs TFP 1-1-20 PP H-45 26.169 TFP Sign Stock Pile Sign 1-1-21 PP 1-1-22 PP H-46 26.460 1-1-23 PP H-47 26.258 Ruins W TFP TFP LP Sign 1-1-24 PP TFP 1-1-25 PP H-48 26.662 1-1-26 PP H-49 26.661 1-1-27 PP TFP Sign Sign 1-1-28 PP H-50 26.644 TFP LP Slab 1-1-29 PP H-51 26.644 TFP TFP TFP LP Water Water TFP TFP 1-1-30 PP 1-1-31 PP H-52 27.273 1-1-32 PP 1-2-39 PP H-22 24.835 H-22A 25.095 H-41 25.977 TFP TFP LP LP TFP Sign Sign Inlets TFP Culvert Culvert Culvert Culvert Culvert W Signs STA = 295+00.00 EL = 84.97’ (+)0.0000 % ( + ) 1 . 4060 % L = 148.47’ K = 106 ex = 0.26’ STA = 300+00.00 EL = 92.00’ ( + ) 1 . 4060 % (-) 1 . 4 06 0 % L = 449.92’ K = 160 ex = -1.58’ STA = 305+00.00 EL = 84.97’ ( -) 1 . 4 0 60 % (+)0.0072 % L = 149.24’ K = 106 ex = 0.26’ STA = 230+36.25 EL = 86.32’ (-) 0 . 2 566 % (+)0.0000 % STA = 244+50.00 EL = 86.32’ (+)0.0000 % (-) 0 . 50 0 0 % STA = 247+19.66 EL = 84.97’ (+)0.0000 % STA = 295+31.00 EL = 84.97’ (+)0.0000 % ( + ) 2 . 5 000 % L = 550.00’ K = 220 ex = 1.72’ STA = 309+31.00 EL = 119.97’ L = 1,600.00’ K = 320 ex = -10.00’ STA = 323+31.00 EL = 84.97’ ( -) 2 . 5 0 00 % (+)0.0544 % L = 550.00’ K = 215 ex = 1.76’ STA = 342+25.00 EL = 86.00’ (+)0.0544 % (+)0.0169 % STA = 404+30.00 EL = 87.05’ (+)0.0169 % (+)0.0550 % STA = 434+10.00 EL = 88.69’ (+)0.0550 % (+)0.0237 % ( + ) 1 . 4060 % (+)0.0000 % ( + ) 1 . 4060 % (-) 1 . 4 06 0 % ( -) 1 . 4 0 60 % (+)0.0072 % STA = 295+00.00 EL = 84.97’ (+)0.0000 % ( + ) 1 . 4 0 60 % L = 148.47’ K = 106 ex = 0.26’ STA = 300+00.00 EL = 92.00’ ( + ) 1 . 40 60 % ( -) 1 . 4060 % L = 449.92’ K = 160 ex = -1.58’ STA = 305+00.00 EL = 84.97’ (- ) 1 . 406 0 % (+)0.0072 % L = 149.24’ K = 106 ex = 0.26’ STA = 230+36.25 EL = 86.32’ (-) 0 . 2566 % (+)0.0000 % STA = 244+50.00 EL = 86.32’ (+)0.0000 % (-) 0 . 5000 % STA = 247+19.66 EL = 84.97’ (+)0.0000 % STA = 295+31.00 EL = 84.97’ (+)0.0000 % ( + ) 2 . 5000 % L = 550.00’ K = 220 ex = 1.72’ STA = 309+31.00 EL = 119.97’ L = 1,600.00’ K = 320 ex = -10.00’ STA = 323+31.00 EL = 84.97’ (-) 2 . 50 0 0 % (+)0.0544 % L = 550.00’ K = 215 ex = 1.76’ STA = 342+25.00 EL = 86.00’ (+)0.0544 % (+)0.0169 % STA = 404+30.00 EL = 87.05’ (+)0.0169 % (+)0.0550 % STA = 434+10.00 EL = 88.69’ (+)0.0550 % (+)0.0237 % 8 20’ 300 ’ 476’ 325’ VARI E S 700 ’ 3 8 0’ 390 ’ 2 00’ 172 ’ 350’ 20 ’ 20’ 77 ’ 115 ’ 170’ 125 ’ 1 1 4 ’

0 D 0 H 9 H 4 B E F G 0 RES. B Fplans.dot.state.tx.us/pub/txdot-info/hou/sh36-spur... · m a t c h res. l in e 0 s t a. 4 9 0 + 0 0 c o t t o n county c i r t r i n i t y 2 r o a

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Page 1: 0 D 0 H 9 H 4 B E F G 0 RES. B Fplans.dot.state.tx.us/pub/txdot-info/hou/sh36-spur... · m a t c h res. l in e 0 s t a. 4 9 0 + 0 0 c o t t o n county c i r t r i n i t y 2 r o a

MA

TC

H

LIN

E

ST

A.

490

+0

0

CO

TT

ON

CIR

TRINIT

Y

RO

AD

TRINIT

Y

RO

AD

KA

MA

S

FM 361

OBER

RE

ND

ER

RYBAK

WILLIAMS SCHOOL ROAD

FOSS CREEK

F

F

FM 2218

BIG

CR

EE

K

FAIR

CHIL

DS

CR

EE

K

H

HFAIR

CHILDS

CREEK

TRIBUTA

RY 2 O

F

FM 2218

FM 361

250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00 400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00 460+00 465+00 470+00 475+00 480+00 485+00245+00

70

80

90

100

110

250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00 400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00 460+00 465+00 470+00 475+00 480+00 485+00245+00

110

100

90

80

70

110

100

90

80

70

110

100

90

80

70

110

100

90

80

70

110

100

90

80

70

110

100

90

80

70

110

100

90

80

70

110

100

90

80

70

110

100

90

80

70

110

100

90

80

70

110

100

90

80

70

110

100

90

80

70

110

100

90

80

70

110

100

90

80

70

110

100

90

80

70

110

100

90

80

70

110

100

90

80

70

110

100

90

80

70

110

100

90

80

70

240+00235+00

240+00235+00

PROPOSED NB PGL

PROPOSED NB PGL

PROPOSED NB PGL

PROPOSED NB PGL

PROPOSED NB PGL PROPOSED NB PGL PROPOSED NB PGL PROPOSED NB PGL

PROPOSED NB PGL

PROPOSED SB PGL

PROPOSED SB PGLPROPOSED SB PGL

PROPOSED SB PGLPROPOSED SB PGL

PROPOSED SB PGL

PROPOSED SB PGL

PROPOSED SB PGL

STA 257+00 - STA 290+50

SECTION C-C

RES. RES.

RES.

RES.

SERVICE

INCOME TAX

VILLAGE STOP

RES.

RES.

RES.

RES.

RES. RES.

B&B’S RESALE

STEAK & BBQ CO.

HOLME’S TEXAS

CHANTICLEER

RES.

RES.

RES.

LOUNGE

MARTINEZKITCHEN

KUR’S KOUNTRY RES.RES.

DEALER

SALVAGE

RES.

RON’S RECYCLING

RES.

RES.

RES.

RES.

RES.

RES.

RES.

RES.

RES.

RES.RES.

RES.RES.

RES.

RES.

& RV STORAGE

ACTION BOAT

LIQUOR

RES.

SALON

BIG CREEK

BARN

BARNBARN

RES.

RES.

RES.

RES.

RES.

RES.

RES.RES.

AND RACING

STERN’S CYCLES

OLD GAS STATION

MOBILE HOME

DAMON’S AUTO GLASS

SPA’S POOLS

SHRIMP BUSINESS

PROP. R.O.W.PROP. C SH 36L

PROP. R.O.W.

SHEET 1 OF 3 SHEET 1 OF 3

LIMITS

SHEET

36

36

LIMITS

SHEET

36

36

GER

KE

N-

HA

RTLE

DG

E

RES.

MATERIAL

TNT HORDGES

SCALE: 1"=20’

PROPOSED DEPRESSED MEDIAN SECTION

EXIST. NATURAL GROUND @ EAST R.O.W.

EXIST. NATURAL GROUND @ WEST R.O.W.

EXIST. NATURAL GROUND @ EAST R.O.W.

EXIST. NATURAL GROUND @ WEST R.O.W.

EXIST. NATURAL GROUND @ EAST R.O.W.

EXIST. NATURAL GROUND @ WEST R.O.W.

EXIST. NATURAL GROUND @ EAST R.O.W.

EXIST. NATURAL GROUND @ WEST R.O.W.

EXIST. NATURAL GROUND @ EAST R.O.W.

EXIST. NATURAL GROUND @ WEST R.O.W.

EXIST. NATURAL GROUND @ EAST R.O.W.

EXIST. NATURAL GROUND @ WEST R.O.W.

EXIST. NATURAL GROUND @ EAST R.O.W.

EXIST. NATURAL GROUND @ WEST R.O.W.

EXIST. NATURAL GROUND @ EAST R.O.W.

EXIST. NATURAL GROUND @ WEST R.O.W.

EXIST. NATURAL GROUND @ EAST R.O.W.

EXIST. NATURAL GROUND @ WEST R.O.W.

EXIST. NATURAL GROUND @ EAST R.O.W.

EXIST. NATURAL GROUND @ WEST R.O.W.

CIT

Y

LIM

ITS

PLE

AK

VIL

LA

GE

RESIDENCE

SALVAGE YARD

490+00

490+00

110

100

90

80

70

110

100

90

80

70

C

C

230+00

230+00

225+00

225+00

220+00

220+00

US

TINIK

RD.

EXIST. R.O.W.

EXIST R.O.W.

PROP. R.O.W.

EXIST R.O.W.

EXIST R.O.W.EXIST R.O.W. EXIST R.O.W. EXIST R.O.W. EXIST R.O.W.

EXIST R.O.W.

PROP. R.O.W.PROP. R.O.W.PROP. R.O.W.

PROP. R.O.W.

PLE

AK

RD.

PROPOSED SB PGL

METAL

SHEET

FOJTIK’S FAIRC

HILD

S CREEK

TRIBUTA

RY 3

OF F

OSTER

SC

HO

OL\JES

KE

EXIST. GROUND @ NB PGL

EXIST. GROUND @ SB PGL

EXIST. GROUND @ SB PGL

EXIST. GROUND @ NB PGL

EXIST. GROUND @ NB PGL

EXIST. GROUND @ SB PGL

EXIST. GROUND @ SB PGL

EXIST. GROUND @ NB PGL

EXIST. GROUND @ SB PGL

EXIST. GROUND @ NB PGL

EXIST. GROUND @ NB PGL

EXIST. GROUND @ SB PGL

EXIST. GROUND @ NB PGL

EXIST. GROUND @ SB PGL

EXIST. GROUND @ NB PGL

EXIST. GROUND @ SB PGL

SPUR

10

Gerken Rd

Hartledge RdEXIT @ MILE

SPUR

10

Gerken Rd

Hartledge Rd

SPUR

10

Gerken Rd

Hartledge Rd

SPUR

10

Gerken Rd

Hartledge RdEXIT @ MILE

PROP. R.O.W.

EXIST. R.O.W.

CL

EA

RA

NC

E

16.5’

MI

N.

CL

EA

RA

NC

E

16.5’

MI

N.

PROP. R.O.W.

EXIST R.O.W.

PROP. R.O.W.

PROP. R.O.W.

MATCH EXIST. PAVEMENT

MATCH EXIST. PAVEMENT

100 YEAR W.S. ELEV (85.32)

100 YEAR W.S. ELEV (85.32)

100 YEAR W.S. ELEV (83.97)

100 YEAR W.S. ELEV (83.97)

100 YEAR W.S. ELEV (83.97)

100 YEAR W.S. ELEV (83.97)

100 YEAR W.S. ELEV (83.97)

100 YEAR W.S. ELEV (83.97)

100 YEAR W.S. ELEV (84.99)

100 YEAR W.S. ELEV (82.78)

100 YEAR W.S. ELEV (82.78)

100 YEAR W.S. ELEV (84.99)

100 YEAR W.S. ELEV (84.99)

100 YEAR W.S. ELEV (86.05)

100 YEAR W.S. ELEV (86.05)

100 YEAR W.S. ELEV (87.69)

100 YEAR W.S. ELEV (87.69)

100 YEAR W.S. ELEV (87.69)

100 YEAR W.S. ELEV (87.69) 100 YEAR W.S. ELEV (87.69)

EXIST. GROUND @ PGL

EXIST. GROUND @ PGL

EXIST. GROUND @ PGL

PROPOSED PGL

EXIST. GROUND @ PGL

PROPOSED PGL

DETENTION POND NO. 1

DEPTH = 10 FT3:1 SIDE SLOPESBASIN VOLUME = 14.27 AC-FTTOTAL AREA = 2.72 AC

FLOODPLAIN MITIGATION BASIN NO 4

DEPTH = 10.0 Ft3:1 SIDE SLOPESBASIN VOLUME = 76.00 AC-FTTRACT AREA = 10.38 AC

FLOODPLAIN MITIGATION BASIN NO. 3

DEPTH = 4.0 FT3:1 SIDE SLOPESBASIN VOLUME = 3.33 AC-FTTRACT AREA = 1.64 AC

100’ RIGHT-OF-WAY

10’

SHLDR

2-12’

LANES

PROPOSED DITCHPROPOSED DITCH

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

PR

OP.

R.

O.

W.

EXISTING TYPICAL SECTION

SHLDRSHLDR

10’ 10’2-12’

LANES

LC PROP.

LC EXISTING

10’

SHLDR

2-12’

LANES76’ DEPRESSED

MEDIAN

EXI

ST.

R.

O.

W.

3:1

MA

X

8:1 USUAL8:

1 USUAL

3:1

MAX

2.00% 2.00%

4:1

MA

X

6:1

US

UAL6

:1

US

UAL

4:1

MA

X

58’ USUAL

28’ USUAL 28’ USUAL

PROP. NB PGLPROP. SB PGL

4’PAVED

4’GRASSY

4’PAVED

4’GRASSY

8’SHLDRSHLDR

8’

STA 330+00 - STA 354+00

SECTION E-E

SCALE: 1"=20’

PROPOSED DEPRESSED MEDIAN SECTION

130’ 110’-125’

240’-255’ RIGHT-OF-WAY

36’-51’ USUAL

PROPOSED NB PGL RAMP

PROPOSED SB PGL RAMP

D

D

100’ RIGHT-OF-WAY

10’

SHLDR

2-12’

LANES

PROPOSED DITCH

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

PR

OP.

R.

O.

W.

EXISTING TYPICAL SECTION

SHLDRSHLDR

10’ 10’2-12’

LANES

LC PROP.

LC EXISTING

10’

SHLDR

2-12’

LANES76’ DEPRESSED

MEDIAN

3:1

MA

X

8:1 USUAL

8:1

USUAL

2.00% 2.00%

6:1

US

UAL

4:1

MA

X

28’ USUAL 28’ USUAL

PROP. SB PGL

4’PAVED

4’GRASSY

4’PAVED

4’GRASSY

8’SHLDRSHLDR

8’

110’

SCALE: 1"=20’

PROPOSED DEPRESSED MEDIAN SECTION

PR

OP.

R.

O.

W.

10’

SHLDR

2-12’

LANES

2.00%

4’PAVED

PROP. NB PGL

2.00%

10’

SHLDR

2-12’

LANES

4’PAVED

89’ 88’

USUAL

12’GRASSY

72’

554’ RIGHT-OF-WAY

45’

STA 315+00

SECTION D-D

190’ 254’

E

E

2-10’x8’ MBC

2-10’x8’ MBC

5-6’x6’ MBC

5-6’x6’ MBC

4-5’x6’ MBC

4-5’x6’ MBC

4-6’x4’ MBC

4-6’x4’ MBC

7-8’x8’ MBC

7-8’x8’ MBC

1-24" CMP 1-48" CMP

SH 36SH 36

SH 36

1-5’x3’ SBC

4:1

USUAL

4:1 USUAL

PROPOSED DITCH

3:1

MA

X

6:1

US

UAL

4:1

MA

X

DHV

500 1137

706

DHV

1490

177353

SPUR 10

334 20

1333

DHV

30’ GRASSY

PROP. R.O.W.

922

819

603

922

834

265

677

834

177

LEVEL UP

VAR. DEPTH

PROP. ROW

PROP. ROW

2-10’x8’ MBC

5-6’x6’ MBC

4-5’x6’ MBC

4-6’x4’ MBC

1-800-522-4992

BURIED FIBER OPTIC CABLE

FORT BEND TELEPHONE CO.

1-800-522-4992

BURIED FIBER OPTIC CABLE

FORT BEND TELEPHONE CO.

1-800-522-4992

BURIED FIBER OPTIC CABLE

FORT BEND TELEPHONE CO.

1-800-522-4992

BURIED FIBER OPTIC CABLE

FORT BEND TELEPHONE CO.

1-800-522-4992

BURIED FIBER OPTIC CABLE

FORT BEND TELEPHONE CO.

1-800-522-4992

BURIED FIBER OPTIC CABLE

FORT BEND TELEPHONE CO.

1-800-522-4992

BURIED FIBER OPTIC CABLE

FORT BEND TELEPHONE CO.

OVERHEAD CABLERELIANT ENERGY

UNDERGROUND PIPE

1-800-633-0184

KINDER MORGAN PIPELINE

UNDERGROUND PIPE

1-800-633-0184

KINDER MORGAN PIPELINE

UNDERGROUND PIPE

1-800-766-8230

PHILLIPS PIPELINE

OVERHEAD CABLERELIANT ENERGY

OVERHEAD CABLERELIANT ENERGY

OVERHEAD CABLERELIANT ENERGY

OVERHEAD CABLERELIANT ENERGY

UNDERGROUND PIPE

361-573-3283

CROSS TEX ENERGY SERVICES

UNDERGROUND PIPE

1-800-633-0184

KINDER MORGAN PIPELINE

UNDERGROUND PIPE

1-800-214-2154

ACACIA NATURAL GAS

OVERHEAD CABLE

RELIANT ENERGY

RES.

RES.

AG-TEXGINS

MURRAY

RES.

RES.

RES.

CHEVRON

FOUNDATION

METAL BLDG.

CORRUGATED

S 48° 03’ 58.59"

E544.49’

S 59° 49’ 18.47"

E

556.08’

10

+00

15

+00 PC15+44.49

PT16+98.37

20

+00

POT10+00.00

POT264+50.54

PROP. R.O.W.

EXIST R.O.W.TRINIT

Y

RO

AD

PROP C TRINITY RD.L

PROP C SH 36L

N.T.S.

RES.

CSJ 0188-02-029

STA 229+41.59

BEGIN PROJECT

B

B

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

SHLDR SHLDR

10’10’ 2-12’

LANES

EXISTING TYPICAL SECTION

LC EXISTING

10’

SHLDRLANES

10’

SHLDR LANES MEDIAN

PROPOSED DITCH

PR

OP.

R.

O.

W.

LC PROP.

PROPOSED DITCH

EXI

ST.

R.

O.

W.

50’ PROP. RIGHT-OF-WAY100’ EXIST. RIGHT-OF-WAY

33’ USUAL 33’ USUAL

28’ USUAL 28’ USUAL

4:1

MA

X

6:1

US

UAL

4:1

MA

X

6:1

US

UAL

3:1

MA

X

3:1

MA

X

PROP. PGL

PROPOSED FLUSH MEDIAN SECTIONSCALE: 1"=20’

0-16’ 12’-24’

VARIES

12’-24’

VARIES

VARIES 100’-150’ RIGHT-OF-WAY

VARIESVARIES

100’ RIGHT-OF-WAY

10’

SHLDR

2-12’

LANES

PROPOSED DITCHPROPOSED DITCH

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

PR

OP.

R.

O.

W.

EXISTING TYPICAL SECTION

SHLDRSHLDR

10’ 10’2-12’

LANES

LC PROP.

LC EXISTING

10’

SHLDR

2-12’

LANES76’ DEPRESSED

MEDIAN

EXI

ST.

R.

O.

W.

3:1

MA

X

8:1 USUAL8:

1 USUAL

3:1

MAX

VARIES

4:1

MA

X

6:1

US

UAL

6:1

US

UAL

4:1

MA

X

220’ RIGHT-OF-WAY

100’ EXIST. RIGHT-OF-WAY 120’ PROP. RIGHT-OF-WAY

30’ USUAL 46’ USUAL

28’ USUAL 28’ USUAL

PROP. NB PGLPROP. SB PGL

4’PAVED

4’GRASSY

4’PAVED

4’GRASSY

8’SHLDRSHLDR

8’

LEVEL UP

VAR. DEPTH

PROPOSED DEPRESSED MEDIAN SECTION

SCALE: 1"=20’

PROPOSED DEPRESSED MEDIAN SECTION

SCALE: 1"=20’

H

H

G

G

VARIES

100’ RIGHT-OF-WAY

10’

SHLDR

2-12’

LANES

PROPOSED DITCH PROPOSED DITCH

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

PR

OP.

R.

O.

W.

EXISTING TYPICAL SECTION

SHLDR SHLDR

10’10’ 2-12’

LANES

LC PROP.

LC EXISTING

10’

SHLDR

2-12’

LANES76’ DEPRESSED

MEDIAN

EXI

ST.

R.

O.

W.

3:1

MA

X

8:1

USUAL8:1 USUAL

3:1 MAX

VARIES

4:1

MA

X

6:1

US

UAL 6

:1

US

UAL

4:1

MA

X

220’ RIGHT-OF-WAY

100’ EXIST. RIGHT-OF-WAY120’ PROP. RIGHT-OF-WAY

30’ USUAL46’ USUAL

28’ USUAL28’ USUAL

PROP. NB PGLPROP. SB PGL

4’PAVED

4’GRASSY

4’PAVED

4’GRASSY

8’SHLDR SHLDR

8’

LEVEL UP

VAR. DEPTH

VARIES

STA 465+76 - STA 466+75

SECTION H-H

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

EXISTING TYPICAL SECTION

SHLDRSHLDR

10’ 10’2-12’

LANES

LC EXISTING

28’ USUAL 28’ USUAL

WORK ZONE

120’

10’

SHLDR

2-12’

LANES

46’ USUAL

PROP. SB PGL

4’PAVED

4’GRASSY

SHLDR8’

110’ WORK ZONE

30’

PHASE I

PHASE II

SECTIONS D-D TO G-G

CONSTRUCTION SEQUENCE FOR

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

EXISTING TYPICAL SECTION

SHLDR SHLDR

10’10’ 2-12’

LANES

LC EXISTING

28’ USUAL28’ USUAL

WORK ZONE

120’

10’

SHLDR

2-12’

LANES

46’ USUAL

4’PAVED

4’GRASSY

SHLDR8’

110’ WORK ZONE

30’

PHASE I

PHASE II

SECTIONS H-H AND J-J

CONSTRUCTION SEQUENCE FOR

PROP. NB PGL

STA 453+25 - STA 454+00

SECTION G-G

STA 454+00 - STA 459+88

STA 354+00 - STA 453+25

SECTION F-F

STA 466+75 - STA 490+00

STA 459+88 - STA 465+76

SECTION J-J

STA 241+00 - STA 253+00

SECTION B-B

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

SHLDR SHLDR

10’10’ 2-12’

LANES

EXISTING TYPICAL SECTION

LC EXISTING

10’

SHLDRLANES

10’

SHLDR LANES MEDIAN

PR

OP.

R.

O.

W.

LC PROP.

PROPOSED DITCH

EXI

ST.

R.

O.

W.

50’ PROP. RIGHT-OF-WAY100’ EXIST. RIGHT-OF-WAY

33’ USUAL 33’ USUAL

28’ USUAL 28’ USUAL

4:1

MA

X

6:1

US

UAL

3:1

MA

X

PROP. PGL

PROPOSED FLUSH MEDIAN SECTIONSCALE: 1"=20’

0-16’ 12’-24’

VARIES

12’-24’

VARIES

VARIES 100’-150’ RIGHT-OF-WAY

STA 253+00 - STA 257+00

BEGIN PROJECT - STA 241+00

SECTION A-A

A

A

2.0%

PROPOSED DITCH

4:1

MA

X

6:1

US

UAL

3:1

MA

X

2.0%

SEABO

URN

E CREEK

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

SCALE: 1"=20’

SHLDR SHLDR

10’10’ 2-12’

LANES

PROPOSED FLUSH MEDIAN SECTION

EXISTING TYPICAL SECTION

LC EXISTING

10’

SHLDR

2-12’

LANES

10’

SHLDR

2-12’

LANES MEDIAN

16’

PROPOSED DITCH

PR

OP.

R.

O.

W.

LC PROP.

PROPOSED DITCH

EXI

ST.

R.

O.

W.

150’ RIGHT-OF-WAY

50’ PROP. RIGHT-OF-WAY100’ EXIST. RIGHT-OF-WAY

33’ USUAL 33’ USUAL

28’ USUAL 28’ USUAL

4:1

MA

X

6:1

US

UAL

4:1

MA

X

6:1

US

UAL

3:1

MA

X

3:1

MA

X

PROP. PGL

100’ RIGHT-OF-WAY

10’

SHLDR

2-12’

LANES

PROPOSED DITCHPROPOSED DITCH

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

PR

OP.

R.

O.

W.

SCALE: 1"=20’

EXISTING TYPICAL SECTION

SHLDRSHLDR

10’ 10’2-12’

LANES

PROPOSED DEPRESSED MEDIAN SECTION

LC PROP.

LC EXISTING

10’

SHLDR

2-12’

LANES76’ DEPRESSED

MEDIAN

EXI

ST.

R.

O.

W.

3:1

MA

X

8:1 USUAL8:

1 USUAL

3:1

MAX

2.00% 2.00%

4:1

MA

X

6:1

US

UAL6

:1

US

UAL

4:1

MA

X

220’ RIGHT-OF-WAY

100’ EXIST. RIGHT-OF-WAY 120’ PROP. RIGHT-OF-WAY

30’ USUAL 46’ USUAL

28’ USUAL 28’ USUAL

PROP. NB PGLPROP. SB PGL

4’PAVED

4’GRASSY

4’PAVED

4’GRASSY

8’SHLDRSHLDR

8’

LEVEL UP

VAR. DEPTH

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

EXISTING TYPICAL SECTION

SHLDR SHLDR

10’10’ 2-12’

LANES

LC EXISTING

28’ USUAL 28’ USUAL

10’

SHLDR

2-12’

LANES

PROPOSED DITCH PROPOSED DITCH

PR

OP.

R.

O.

W.

LC PROP.

10’

SHLDR

2-12’

LANES76’ DEPRESSED

MEDIAN

EXI

ST.

R.

O.

W.

3:1

MA

X

8:1

USUAL8:1 USUAL

3:1 MAX

2.00%2.00%

4:1

MA

X

6:1

US

UAL

6:1

US

UAL

4:1

MA

X

220’ RIGHT-OF-WAY

100’ EXIST. RIGHT-OF-WAY120’ PROP. RIGHT-OF-WAY

30’ USUAL46’ USUAL

PROP. NB PGLPROP. SB PGL

4’PAVED

4’GRASSY

4’PAVED

4’GRASSY

8’SHLDR SHLDR

8’

LEVEL UP

VAR. DEPTH

PO

T310

+46.82

S 48° 03’ 58.59"

E

544.49’

S 59° 49’ 18.47"

E556.08’

POT10+0

0.00

10

+00

15

+00

PC15+4

4.49

PT16+98

.37

20

+00

255

+00

260

+00

POT264

+50.

42

PI STATION = 247+10.64

DELTA = 21° 53’ 58.47" (RT)

DEGREE OF CURVE = 1° 38’ 13.28"

TANGENT = 677.15

LENGTH = 1,337.77

RADIUS = 3,500.00

PC STATION = 240+33.49

PT STATION = 253+71.26

PI STATION = 453+68.90DELTA = 5° 29’ 59.85" (LT)DEGREE OF CURVE = 1° 15’ 13.45"TANGENT = 219.51LENGTH = 438.69RADIUS = 4,570.00PC STATION = 451+49.39PT STATION = 455+88.08

PI STATION = 466+20.59

DELTA = 5° 29’ 59.86" (RT)

DEGREE OF CURVE = 1° 15’ 13.45"

TANGENT = 219.51

LENGTH = 438.69

RADIUS = 4,570.00

PC STATION = 464+01.08

PT STATION = 468+39.77

S 2° 5

9’ 3

2.27

" E

S 2° 1

1’ 5

4.12

" E

S 2° 5

9’ 3

2.17

" E

S 18° 54’ 26.30" WS 20° 24’ 30.77" W

S 19° 12’ 55.72" W S 19° 01’ 59.99" W

S 13° 32’ 00

.14" W

S 19° 01’ 59.99" W

225+0

0

PO

T 229

+41.59

230+0

0

PO

T 233

+60.13

235+0

0

240+0

0 PC 240

+33.49

245+00

250+00

PT 253

+71.26

255+00 260+00 265+00 270+00 275+00 280+00 285+00

PO

T 287

+12.65

290+00295+00

300+00

PO

T 300

+48.60

305+00 310+00

PO

T 310

+46.82

315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00 400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00

PC 451

+49.39

455+00

PT 455

+88.08

460+00

PC 464

+01.08

465+00 PT 468

+39.77

470+00 475+00 480+00 485+00

PC 489

+48.05

490+00

1

2

12

1

2

1

2

1

2

1

2

1

1

2

1

2

1

2

1 2

1

2

1

2

1

2

1

2

1

2

1

2

1

21

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1 1

1

1

2

1

2

1

2

1

2

123

123

123

123

1

2

1

1

2

1

21

2

1

2

1

2

1

2

1

2

1

2

1

2

3

1

2

1

2

1

1 1

1

11

2

1

1

1

1

2

1

1

123

123

1

2

1

2

1

2

1

2

1

2

1

2

1

1

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

11

2

1

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

3

1

23

4

1

2

3

$DATE$ $TIME$ $FILE$

SO

UT

HER

N

PACIFIC

CemeteryRosenberg

CemeteryGethsemane

West Park

Memorial

Greenlawn

CemeteryCottonwood

CemeteryJones

Dry

Creek

52990A

2977

59 2977

762

Ceslinger

Friedens

Concord

ProspectNew

360

1236

442

2977

Creek

361

ROSENBERG

ROSENBERG

NEEDVILLE

PLEAK

FAIRCHILDS

GUY

PLE

AK CIT

Y LI

MIT

NEE

DVILLE CIT

Y LI

MIT

Buffalo

Creek

Cedar Creek

Buffalo

Creek

Big Creek

Deer Cre

ek

Cottonwood Creek

Fairchilds Creek

Fair

chil

ds Cre

ek

Mound

Creek

HARTLE

DGE (

GER

KE

N R

D.)

FORT BE

ND C

OU

NT

Y

59

ATC

HIS

ON, T

OPE

KA

AN

D S

ANT

A FE R

AIL

WA

Y

TR

ANSP

ORT

ATI

ON C

OMP

AN

Y

SO

UT

HER

N P

ACIFIC

SO

UT

HE

RN

PA

CI

FI

C

TR

AN

SP

OR

TA

TI

ON

CO

MP

AN

Y

Modena

ROSENBERG CI

TY LI

MITS

Coon

Creek

Seabourne

Creek

SO

UT

HE

RN

PA

CI

FI

C

CIT

Y LI

MIT

PLE

AK

CIT

Y LI

MIT

BigC

reek

P

P

PBayou

LI

MITCIT

Y

36

SPUR 10

STUDY AREA

2218

VICINITY MAP

N.T.S.

SO

UT

HER

N

PACIFIC

CemeteryRosenberg

CemeteryGethsemane

West Park

Memorial

Greenlawn

CemeteryCottonwood

CemeteryJones

Dry

Creek

52990A

2977

59 2977

762

Ceslinger

Friedens

Concord

ProspectNew

360

1236

442

2977

Creek

361

ROSENBERG

ROSENBERG

NEEDVILLE

PLEAK

FAIRCHILDS

GUY

PLE

AK CIT

Y LI

MIT

NEE

DVILLE CIT

Y LI

MIT

Buffalo

Creek

Cedar Creek

Buffalo

Creek

Big Creek

Deer Cre

ek

Cottonwood Creek

Fairchilds Creek

Fair

chil

ds Cre

ek

Mound

Creek

HARTLE

DGE (

GER

KE

N R

D.)

FORT BE

ND C

OU

NT

Y

59

ATC

HIS

ON, T

OPE

KA

AN

D S

ANT

A FE R

AIL

WA

Y

TR

ANSP

ORT

ATI

ON C

OMP

AN

Y

SO

UT

HER

N P

ACIFIC

SO

UT

HE

RN

PA

CI

FI

C

TR

AN

SP

OR

TA

TI

ON

CO

MP

AN

Y

Modena

ROSENBERG CI

TY LI

MITS

Coon

Creek

Seabourne

Creek

SO

UT

HE

RN

PA

CI

FI

C

CIT

Y LI

MIT

PLE

AK

CIT

Y LI

MIT

BigC

reek

P

P

PBayou

LI

MITCIT

Y

36

SPUR 10

STUDY AREA

2218

VICINITY MAP

N.T.S.

ENGINEERS, INC.

CIVIL ENGINEERS & SURVEYORS

HOUSTON, TEXAS

C 2003Texas

Department

of Transportation

STATE HIGHWAY 36

$USER$

SCHEMATIC LAYOUT

ENGINEERS, INC.

CIVIL ENGINEERS & SURVEYORS

HOUSTON, TEXAS

LEGEND

C 2003Texas

Department

of Transportation

STATE HIGHWAY 36

SCHEMATIC LAYOUT

EXISTING TELEPHONE MANHOLE

SHELTER

EXISTING TELEPHONE EQUIPMENT ROOM OR

EXISTING CASING

PROPOSED CASING

PRIVATE WATER WELL

EXISTING TELEPHONE COPPER CABLE

EXISTING WATERLINE

EXISTING GAS UTILITY OR GAS PIPELINE

EXISTING TELEPHONE PULL BOX

W

(UNLESS NOTED OTHERWISE)

EXISTING PVC CONTAINING TELEPHONE LINES

EASEMENT

UTILITY LEGEND

PROP. PGL

EXIST. PGL

~~

PROFILE LEGEND

EXISTING GROUND

EXISTING R.O.W. LT

EXISTING R.O.W. RT

Texas

Department

of Transportation

COUNTY

SCHEMATIC LAYOUT

HOUSTON DISTRICT

FORT BEND

ORIGINAL APPROVED: - -

DATE: - -

REVISED: - -

REVISION(S) APPROVED: - -

SPEED IS 40 MPH

SECTION DESIGN

URBAN CURB & GUTTER

SPEED IS 70 MPH

RURAL ARTERIAL DESIGN

EXISTING TELEPHONE MANHOLE

SHELTER

EXISTING TELEPHONE EQUIPMENT ROOM OR

EXISTING CASING

PROPOSED CASING

PRIVATE WATER WELL

EXISTING TELEPHONE COPPER CABLE

EXISTING WATERLINE

EXISTING GAS UTILITY OR GAS PIPELINE

EXISTING TELEPHONE PULL BOX

W

(UNLESS NOTED OTHERWISE)

EXISTING PVC CONTAINING TELEPHONE LINES

EASEMENT

UTILITY LEGEND

PROP. PGL

EXIST. PGL

~~

PROFILE LEGEND

EXISTING GROUND

EXISTING R.O.W. LT

EXISTING R.O.W. RT

Texas

Department

of Transportation

COUNTY

SCHEMATIC LAYOUT

HOUSTON DISTRICT

FORT BEND

SH36

ORIGINAL APPROVED: - -

DATE: - -

REVISED: - -

REVISION(S) APPROVED: - -

SPEED IS 40 MPH

SECTION DESIGN

URBAN CURB & GUTTER

SPEED IS 70 MPH

RURAL ARTERIAL DESIGN

FROM: FM 2218

TO: FORT BEND COUNTY LINE

SCALE:0 100 200 300 400

LEGEND

SCALE:0 100 200 300 400

MAIN LANES

FRONTAGE ROADS AND RAMPS

TURNAROUNDS

EXISTING RDWY TO BE REMOVED

EXISTING RDWY TO REMAIN

EMBANKMENT

CONTROL OF ACCESS

PROP ROW

EXISTING ROW

000000

0L

0L

BLACK

BLACK

BLACK

BLACK

BLACK

BLACK

GREEN

GREEN

BLUE

BLUE

BLUE

RED

RED

RED

BLUE

RED

ORANGE

ORANGE

TURQUOISE

BROWN

PURPLE

BLACK

LINE WT COLOR CODESYMBOLOGY

5 LT GREEN

ACCESS ROAD

PLANIMETRIC

PROPOSED LANE DIRECTIONAL INDICATOR

EXISTING LANE DIRECTIONAL INDICATOR

DIRECT CONNECTOR

DEPRESSED

FUTURE

RETAINING WALL

STRIPING

OVERHEAD EXPRESSWAY LANES

TEMPORARY CONNECTIONS

5

5

10

9

7

0

6

1

1

3

2

4

0

0

0

0

3

3

2

1

1

0

3

3

3

3

1

1

1

1

0

0

0

0

0

0

0

2

2

6

6

65

7

37

197RDWY. UNDER CONSTRUCTION

TRAFFIC COUNT YEAR (2021) DHV

PURPLE1010

HIGH OCCUPANCY VEHICLE

203RECOMMENDED NOISE ABATEMENT WALL

PLAN LEGEND

MAIN LANES

FRONTAGE ROADS AND RAMPS

TURNAROUNDS

EXISTING RDWY TO BE REMOVED

EXISTING RDWY TO REMAIN

EMBANKMENT

CONTROL OF ACCESS

PROP ROW

EXISTING ROW

000000

0L

0L

BLACK

BLACK

BLACK

BLACK

BLACK

BLACK

GREEN

GREEN

BLUE

BLUE

BLUE

RED

RED

RED

BLUE

RED

ORANGE

ORANGE

TURQUOISE

BROWN

PURPLE

BLACK

LINE WT COLOR CODESYMBOLOGY

5 LT GREEN

ACCESS ROAD

PLANIMETRIC

PROPOSED LANE DIRECTIONAL INDICATOR

EXISTING LANE DIRECTIONAL INDICATOR

DIRECT CONNECTOR

DEPRESSED

FUTURE

RETAINING WALL

STRIPING

OVERHEAD EXPRESSWAY LANES

TEMPORARY CONNECTIONS

5

5

10

9

7

0

6

1

1

3

2

4

0

0

0

0

3

3

2

1

1

0

3

3

3

3

1

1

1

1

0

0

0

0

0

0

0

2

2

6

6

65

7

37

197RDWY. UNDER CONSTRUCTION

TRAFFIC COUNT YEAR (2021) DHV

PURPLE1010

HIGH OCCUPANCY VEHICLE

203RECOMMENDED NOISE ABATEMENT WALL

PLAN LEGEND

NB PROFILE

100 YEAR WATER SURFACE ELEVATION100 YEAR WATER SURFACE ELEVATION

GAS GAS

W W

T T

OH OH

GAS GAS

W W

T T

OH OH

NOT A BIDDING DOCUMENT

GARY GEHBAUER, P.E.

71173

TEXAS REGISTRATION NUMBER

DATE

FI

LE

NO.:

CSJ

NO.:

TO:

FR

OM:

DE

SC

RI

PTI

ON:

HI

GH

WA

Y:

AP

PR

OV

AL

DA

TE:

RE

VI

SI

ON

DA

TE:

DA

TE:

SH 36

FM 2218

FO

RT

BE

ND

CO

UN

TY

LI

NE

0187-05-048,

ET

C.

SH36

FROM: FM 2218

TO: FORT BEND COUNTY LINE

FI

LE

NO.:

CSJ

NO.:

TO:

FR

OM:

DE

SC

RI

PTI

ON:

HI

GH

WA

Y:

AP

PR

OV

AL

DA

TE:

RE

VI

SI

ON

DA

TE:

DA

TE:

SH 36

FM 2218

FO

RT

BE

ND

CO

UN

TY

LI

NE

0187-05-048,

ET

C.

SB PROFILE

+

MT

L.

PO

ST

P.

L.

MK

R.

SE

AW

AY

P.

L.

CO.

MT

L.

PO

ST

P.

L.

MK

R.

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHT T T T T T

T

T T T T T T

OH OH OH OH OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OHOH OH

OH

OHOH

OH

OHOH

OH

OH

OH

OH

OHOH

OH

OH

OH OH

OH

OH

OH OH

OH

OH

OHOHOH

OH

OH

OH

OH OHOH

OH

OH

OH

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

OHOH

OH OH OH OH OH OH OH OH OH OH OH OH OHOH

OH OHOH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OHOH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH O

H

OH

OH

OH

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT

T

T T T T T T T T T T T TT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

TT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T

TT

TT

TT

T T T T T T T TT

TT

T T T T T T T T T

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GA

SG

AS

GA

SG

AS

GA

S

T

T

T

T

T

T

T

T

OH

H-21 24.675

Marker

Water

Culverts

TFP

1-1-34

PP

H-22

H-22A 25.095

H-41 25.977

TFP

TFP

TFP

LP

LP

TFP

SignSign

Inlets

TFP

Culverts

Culverts

Culverts

Culvert

Culvert

Signs

TFP

1-1-20

PP

H-36 26.293

TFP

LP

LP LP

Greenhouse

Culvert 1-1-21

PP

H-37 26.152

S

TFP

TFP

LP

LPApprox.

LP

Pipes

Ruins

Culvert

Culvert

Culvert

Culvert

Sign

Sign

Signs

Culvert

1-1-3

PP

TFP

Billboard

M.Home

TFP

Sign

Sign

Sign

Sign

1-1-4

PP

26.003

TFP

LP

LP

TFP

TFP Sign

LP

LP

LP

LP

Approx.

M. Home

TFP

LP

Sign

TFP

LP

LP

LP

LP

1-1-5

PP

TFP

LP TFP LP

LP

LP

LP

LP

TFP

Ruins

1-1-6

PP

H-39 25.683

TFPApprox.

LP

TFP

LP TFP

LP

LP

Sign

Signs

TFP

LP

Ruins

LP

M .Home

1-1-7

PP

1-1-8

PP

H-40 25.362 1-1-9

PP

1-1-10

PP 1-1-11

PP

Stock Pile

Stock Pile

1-1-12

PP

LPSign

Billboard

LP

LP LPSign

FP

W

W

TFP LP TFP

TFP

TFP

1-1-13

PP

H-42 25.893

Sign TFP

LP

LP

Billboard

1-1-14

PP TFP LP

TFP

1-1-15

PP

TFP

Water

Dense Woods

Dense Woods

1-1-16

PP

H-43 26.304

Sign

TFP

Dense Woods

Dense Woods

Dense Woods

Dense Woods

Dense

Woods

1-1-17

PP

TFP

Framework

TFP TFP

Dense Woods

Dense Woods

1-1-18

PP

H-44 25.957

LP

1-1-19

PP

LP Signs

TFP

1-1-20

PP

H-45 26.169

TFP

Sign

Stock Pile

Sign

1-1-21

PP

1-1-22

PP

H-46 26.460

1-1-23

PP

H-47 26.258

Ruins

W

TFP

TFP

LP

Sign

1-1-24

PP

TFP

1-1-25

PP

H-48 26.662

1-1-26

PP

H-49 26.661

1-1-27

PP

TFP

Sign

Sign

1-1-28

PP

H-50 26.644

TFP

LP

Slab

1-1-29

PP

H-51 26.644

TFP

TFP

TFP

LP

Water

Water

TFP

TFP

1-1-30

PP

1-1-31

PP

H-52 27.273

1-1-32

PP

1-2-39

PP

H-22 24.835

H-22A 25.095

H-41 25.977

TFP

TFP

LP

LP

TFPSign

Sign

Inlets

TFP

Culvert

Culvert

Culvert

Culvert

Culvert

W

Signs

STA = 295+00.00

EL = 84.97’

(+)0.0000 %(+)1.

4060 %

L = 148.47’

K = 106

ex = 0.26’

STA = 300+00.00

EL = 92.00’

(+)1.4060

% (-)1.4060 %

L = 449.92’

K = 160

ex = -1.58’

STA = 305+00.00

EL = 84.97’

(-)1.4060 % (+)0.0072 %

L = 149.24’

K = 106

ex = 0.26’STA = 230+36.25

EL = 86.32’

(-)0.2566 % (+)0.0000 %

STA = 244+50.00

EL = 86.32’

(+)0.0000 % (-)0.5000 %

STA = 247+19.66

EL = 84.97’

(+)0.0000 %

STA = 295+31.00

EL = 84.97’

(+)0.0000 %

(+)2.5

000 %

L = 550.00’

K = 220

ex = 1.72’

STA = 309+31.00

EL = 119.97’

L = 1,600.00’

K = 320

ex = -10.00’

STA = 323+31.00

EL = 84.97’

(-)2.5000 % (+)0.0544 %

L = 550.00’

K = 215

ex = 1.76’

STA = 342+25.00

EL = 86.00’

(+)0.0544 % (+)0.0169 %

STA = 404+30.00

EL = 87.05’

(+)0.0169 % (+)0.0550 %

STA = 434+10.00

EL = 88.69’

(+)0.0550 % (+)0.0237 %

(+)1.4060

%

(+)0.0000 %

(+)1.4060

% (-)1.4060 %

(-)1.4060 % (+)0.0072 %

STA = 295+00.00

EL = 84.97’

(+)0.0000 %(+)1.

4060 %

L = 148.47’

K = 106

ex = 0.26’

STA = 300+00.00

EL = 92.00’

(+)1.4060

% (-)1.4060 %

L = 449.92’

K = 160

ex = -1.58’

STA = 305+00.00

EL = 84.97’

(-)1.4060 % (+)0.0072 %

L = 149.24’

K = 106

ex = 0.26’STA = 230+36.25

EL = 86.32’

(-)0.2566 % (+)0.0000 %

STA = 244+50.00

EL = 86.32’

(+)0.0000 % (-)0.5000 %

STA = 247+19.66

EL = 84.97’

(+)0.0000 %

STA = 295+31.00

EL = 84.97’

(+)0.0000 %

(+)2.5

000 %

L = 550.00’

K = 220

ex = 1.72’

STA = 309+31.00

EL = 119.97’

L = 1,600.00’

K = 320

ex = -10.00’

STA = 323+31.00

EL = 84.97’

(-)2.5000 % (+)0.0544 %

L = 550.00’

K = 215

ex = 1.76’

STA = 342+25.00

EL = 86.00’

(+)0.0544 % (+)0.0169 %

STA = 404+30.00

EL = 87.05’

(+)0.0169 % (+)0.0550 %

STA = 434+10.00

EL = 88.69’

(+)0.0550 % (+)0.0237 %

820’

300’

476’

325’

VA

RIE

S

700’

380’

390’

200’

172’

350’

20’

20’

77’

115’

170’

125’

114’

Page 2: 0 D 0 H 9 H 4 B E F G 0 RES. B Fplans.dot.state.tx.us/pub/txdot-info/hou/sh36-spur... · m a t c h res. l in e 0 s t a. 4 9 0 + 0 0 c o t t o n county c i r t r i n i t y 2 r o a

PAD

ON

BA

KER

OLD

NEED

VILLE

- FAIR

CHILD RD

FM 12

36

FM 360

VIO

LET

CA

RO

LIN

E

NEE

DVIL

LE-F

AIR

CHIL

D

RD

TRIB

UT

AR

Y 1

OF

BU

FF

AL

O

CR

EE

K

LE

HM

AN

RO

ES

LE

R

FM 442

DEE

R

CR

EE

K

36

LIMITS

SHEET

36

LIMITS

SHEET

70

75

80

85

90

95

100

105

110

115

70

75

80

85

90

95

100

105

110

115

70

75

80

85

90

95

100

105

110

115

70

75

80

85

90

95

100

105

110

115

70

75

80

85

90

95

100

105

110

115

70

75

80

85

90

95

100

105

110

115

70

75

80

85

90

95

100

105

110

115

70

75

80

85

90

95

100

105

110

115

70

75

80

85

90

95

100

105

110

115

70

75

80

85

90

95

100

105

110

115

70

75

80

85

90

95

100

105

110

115

70

75

80

85

90

95

100

105

110

115

70

75

80

85

90

95

100

105

110

115

70

75

80

85

90

95

100

105

110

115

716

FM 360

FM 442

70

75

80

85

90

95

100

105

110

115

490+00 495+00 500+00 505+00 510+00 515+00 520+00 525+00 530+00 535+00 540+00 545+00 550+00 555+00 560+00 565+00 570+00 575+00 580+00 585+00 590+00 595+00 600+00 605+00 610+00 615+00 620+00 625+00 630+00 635+00 640+00 645+00

490+00 495+00 500+00 505+00 510+00 515+00 520+00 525+00 530+00 535+00 540+00 545+00 550+00 555+00 560+00 565+00 570+00 575+00 580+00 585+00 590+00 595+00 600+00 605+00 610+00 615+00 620+00 625+00 630+00 635+00 640+00 645+00

FAIR

CHIL

DS

CR

EE

K

TRIB

UT

AR

Y 5

OF

YO

UT

H

FAIR

EN

TR

AN

CE

NEE

DVIL

LE

YO

UT

H

RO

DE

O

B

B

C

C

F

F

G

G

H

H

STA 701+00 - STA 750+00STA 655+00 - STA 701+00

STA 623+00 - STA 655+00

STA 499+00 - STA 564+50

RES.

BILY HOMES

RES. & BUSINESS

EQUIPMENT

HOME MEDICAL

PARKING

BARBIN’S SUPER STOREQUICK STOP

TEXACO JOHNNY’S

BEAUTIQUE

RESTAURANT

PIER 36

RES.

RES.

WAX EXPRESS

CANOPY

CITGO GAS

KWIK CHECK

PUMPS

RES.

PARKING

SPJST

COLUMBUS HALL

KNIGHTS OF

BURGER

TEXASPHYSICANS

FORT BEND

RES.

CAR WASH

STATION

HERREVA SERVICE

EQUIPMENT

STANDARD

RES. RES.

RES. RES. RES.

RES.

LIQUORS

DISCOUNT DR. STEVEN

DAVIS NURSERY

GARAGE

RES.

RES.

RES.

RES.

RES.

RES.

RES. RES.

BY DONNA

HAIR STYLES

RES.

BUILDING

ADMINISTRATION

NEEDVILLE HIGH SCHOOL

RES.

RES.

FARRIER

TOM NEELON

RES.RES.RES.RES.RES.

RES.

RES.

RES.

EXXON

ORBANEKRES.

RES.

RES.

RES.

RES.

RES. RES.

RES.

RES.

STORAGE

MINI

RES.RES.RES.RES.RES.RES.RES.

(FUTURE)

ENVIRON. SYSTEMS

SIMON’S KORNER

RES. RES.

RES.

CHURCH

1ST BAPTIST

RES.

RES.

RES.

RESTAURANT

DARWIN’S

FACILITIES

GRAIN

NEEDVILLE WAREHOUSE

COOP

OF COUNTRY

LIT’L BITPARTS PLUSAND SUPPLY

NEEDVILLE FEED

CRAFTS AND ANTIQUES

THE DONUT SHOP

JEEP DEALER

RES.

ASSEMBLY OF GOD CHURCH

NEEDVILLE COMMUNITY

RES.

RES.

PROP. R.O.W.

PROP. C SH 36L

PROP. R.O.W.

PROP. R.O.W.

PROP. R.O.W.

PROP. C SH 36L

PROP. R.O.W.

SHEET 2 OF 3SHEET 2 OF 3

36 36

D

D

STA 587+50 - STA 610+00

PROPOSED CURB AND GUTTER SECTION

STEEL BLDG.

BARN

POPPY ST.

JO

E

ST.

CIT

Y

BA

RN

ST.

CIT

Y

BA

RN

ST.

RO

ES

LE

R

CHIROPRACTOR

KU

NK

EL

DR.

DO

LO

RES

ST.

RES.

FRIT

ZEL

DA

DR.

NEE

DVIL

LE

CIT

Y

LIM

ITS

RESIDENCE RESIDENCE

FM 1236

MA

TC

H

LIN

E

ST

A.

490

+00 M

ATCH LIN

E STA.

614

+00

MA

TC

H

LIN

E

ST

A.

614

+0

0

MA

TC

H

LIN

E

ST

A.

750

+0

0

650+00

650+00

655+00

655+00

660+00

660+00

665+00

665+00

670+00

670+00

675+00

675+00

680+00

680+00

685+00

685+00

690+00

690+00

695+00

695+00

700+00

700+00

705+00

705+00

710+00

710+00

715+00

715+00

720+00

720+00

725+00

725+00

730+00

730+00

735+00

735+00

740+00

740+00

745+00

745+00

750+00

750+00

755+00

755+00

760+00

760+00

RES.

SECTION B-B

SECTION C-C

SECTION D-D

SECTION F-F

SECTION G-G SECTION H-H

PROP. R.O.W.

EXIST. R.O.W.

PROP. NB PGL PROP. NB PGL

PROP. SB PGL PROP. SB PGL

FAIR

CHILD

S CREEK

TRIBU

TA

RY 4

OF

EXIST. GROUND @ NB PGL

EXIST. GROUND @ SB PGL

EXIST. GROUND @ SB PGL

EXIST. GROUND @ SB PGL

EXIST. NATURAL GROUND@ WEST R.O.W.

EXIST. NATURAL GROUND@ EAST R.O.W.

EXIST. NATURAL GROUND@ EAST R.O.W.

EXIST. NATURAL GROUND@ WEST R.O.W.

EXIST. NATURAL GROUND@ WEST R.O.W.

EXIST. NATURAL GROUND@ EAST R.O.W.

EXIST. NATURAL GROUND@ WEST R.O.W.

EXIST. NATURAL GROUND@ EAST R.O.W.

EXIST. NATURAL GROUND@ WEST R.O.W.

5’ SIDEWALK

5’ SIDEWALK

PROP. R.O.W.

PROP. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

CIT

Y

LIM

ITS

NEE

DVIL

LE

BU

FF

AL

O

CR

EE

K

L

L

EXIST. GROUND @ C SH 36L

EXIST. GROUND @ C SH 36

L

L

L

L

L

L

EXIST. GROUND @ C SH 36

EXIST. GROUND @ C SH 36

EXIST. GROUND @ C SH 36

EXIST. GROUND @ C SH 36

EXIST. GROUND @ C SH 36

EXIST. GROUND @ C SH 36

EXIST. GROUND @ C SH 36

EXIST. NATURAL GROUND @ EAST R.O.W.EXIST. NATURAL GROUND @ EAST R.O.W.

100 YEAR W.S. ELEV (89.05)100 YEAR W.S. ELEV (87.69)

100 YEAR W.S. ELEV (87.69)100 YEAR W.S. ELEV (88.84)

100 YEAR W.S. ELEV (88.84)

100 YEAR W.S. ELEV (88.84)

100 YEAR W.S. ELEV (88.84) 100 YEAR W.S. ELEV (85.98)

100 YEAR W.S. ELEV (85.98)100 YEAR W.S. ELEV (85.98)

100 YEAR W.S. ELEV (85.98)

100 YEAR W.S. ELEV (85.30)

100 YEAR W.S. ELEV (85.30)EXIST. NATURAL GROUND @ WEST R.O.W.

100 YEAR W.S. ELEV (84.84)

100 YEAR W.S. ELEV (84.84)

100 YEAR W.S. ELEV (83.19)PROP. PGL

PROP. PGL

PROP. PGL

PROP. PGL

PROP. PGL

PROP. PGL

PROP. PGL

PROP. PGL

PROP. PGL

PROP. PGL

PROP. PGL

5’ SIDEWALK

100 YEAR W.S. ELEV (89.05)

100 YEAR W.S. ELEV (84.84)

100 YEAR W.S. ELEV (84.84)

100 YEAR W.S. ELEV (83.19)

4-5’x5’ MBC

4-5’x5’ MBC

2-8’x5’ MBC

2-8’x5’ MBC

3-6’x4’ MBC

3-6’x4’ MBC

2-4’x4’ MBC

2-4’x4’ MBC

3-5’x5’ MBC

3-5’x5’ MBC

DEPTH = 3 FT3:1 SIDE SLOPESBASIN VOLUME = 10.5 AC-FTTRACT AREA = 4.42 AC.

DETENTION POND NO. 2

SH 36

SH 36

SH 36

RES.

RES.

98

59

89

304539

DHV

DHV

961

706147

1147

20520

DHV

EXIST. R.O.W.

554

677

123

451

427

554

834

270

584834

SECTION E-E

5’ SIDEWALK

24’

2-LANES

24’

2-LANES

14’

TURNLANE

2’

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

PR

OP.

R.

O.

W.

2’

SHLDR SHLDR

10’10’ 2-12’

LANES

EXISTING TYPICAL SECTION

LC EXISTING

LC PROP.

EXI

ST.

R.

O.

W.

120’ RIGHT-OF-WAY

100’ EXIST. RIGHT-OF-WAY

R.O.W.

20’ PROP.

28’ USUAL 28’ USUAL

PROP. PGL

VARIES VARIES

5’ SIDEWALK

PROPOSED CURB AND GUTTER SECTION

STA 564+50 - STA 587+50 STA 610+00 - STA 623+00

E

E

4-5’x5’ MBC

2-8’x5’ MBC

3-6’x4’ MBC

2-4’x4’ MBC3-5’x5’ MBC

1-800-522-4992

BURIED FIBER OPTIC CABLE

FORT BEND TELEPHONE CO.

1-800-522-4992

BURIED FIBER OPTIC CABLE

FORT BEND TELEPHONE CO.

MU

ZN

Y

ST.

1-800-522-4992

BURIED FIBER OPTIC CABLE

FORT BEND TELEPHONE CO.

1-800-522-4992

BURIED FIBER OPTIC CABLE

FORT BEND TELEPHONE CO.

OVERHEAD CABLERELIANT ENERGY

OVERHEAD CABLERELIANT ENERGY

BURIED PIPECITY OF NEEDVILLE

OVERHEAD CABLERELIANT ENERGY

BURIED PIPECITY OF NEEDVILLE

BURIED PIPECITY OF NEEDVILLE

BURIED PIPECITY OF NEEDVILLE

OVERHEAD CABLERELIANT ENERGY

OVERHEAD CABLERELIANT ENERGY

BUS.& RES.

FIREWOOD

SOUVENIR SHOP

RES.

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

EXISTING TYPICAL SECTION

SHLDR SHLDR

10’10’ 2-12’

LANES

LC EXISTING

28’ USUAL 28’ USUAL

10’

SHLDR

2-12’

LANES

PROPOSED DITCH PROPOSED DITCH

PR

OP.

R.

O.

W.

LC PROP.

10’

SHLDR

2-12’

LANES76’ DEPRESSED

MEDIAN

EXI

ST.

R.

O.

W.

3:1

MA

X

8:1

USUAL8:1 USUAL

3:1 MAX

VARIES

4:1

MA

X

6:1

US

UAL

6:1

US

UAL

4:1

MA

X

220’ RIGHT-OF-WAY

100’ EXIST. RIGHT-OF-WAY120’ PROP. RIGHT-OF-WAY

30’ USUAL46’ USUAL

PROP. NB PGLPROP. SB PGL

4’PAVED

4’GRASSY

4’PAVED

4’GRASSY

8’SHLDR SHLDR

8’

LEVEL UP

VAR. DEPTH

PROPOSED DEPRESSED MEDIAN SECTION

SECTION A-A

SCALE: 1"=20’

A

A

VARIES

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

EXISTING TYPICAL SECTION

SHLDR SHLDR

10’10’ 2-12’

LANES

LC EXISTING

28’ USUAL28’ USUAL

WORK ZONE

120’

10’

SHLDR

2-12’

LANES

46’ USUAL

4’PAVED

4’GRASSY

SHLDR8’

110’ WORK ZONE

30’

PHASE I

PHASE II

SECTIONS A-A TO B-B

CONSTRUCTION SEQUENCE FOR

PROP. NB PGL

EXI

ST.

R.

O.

W.

LC EXISTING

28’ USUAL

100’ EXIST. RIGHT-OF-WAY

LANES

2-12’

4’ BUFFER

94’ WORK ZONE

LANES

2-12’56’ WORK ZONE 27’ 10’

SHLDR

33’ USUAL

PHASE I

PHASE II

SECTION H-H

CONSTRUCTION SEQUENCE FOR

LC EXISTING

28’ USUAL

100’ EXIST. RIGHT-OF-WAY

LANES

2-12’

4’ BUFFER

94’ WORK ZONE

LANES

2-12’ 56’ WORK ZONE27’10’

SHLDR

33’ USUAL

PHASE I

PHASE II

SECTION G-G

CONSTRUCTION SEQUENCE FOR

PR

OP.

R.

O.

W.

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

LC EXISTING

28’ USUAL

2’

EXI

ST.

R.

O.

W.

LC EXISTING

80’ RIGHT-OF-WAY

USUAL

18’

14.5’

LANES

2-12’ 64’ WORK ZONE

100’ EXIST RIGHT-OF-WAY

60’ WORK ZONE 2’

2-LANES

24’ VARIES7’

LANES

2-12’ 49’ WORK ZONE

LANES

2-12’8.5’46’ WORK ZONE

15’

PHASE I

PHASE II

SECTIONS C-C AND E-E

CONSTRUCTION SEQUENCE FOR

PHASE I

PHASE II

SECTION D-D

CONSTRUCTION SEQUENCE FOR

20’

EXI

ST.

R.

O.

W.

LC EXISTING

28’ USUAL

LANES

2-12’64’ WORK ZONE

100’ EXIST RIGHT-OF-WAY

60’ WORK ZONE2’

2-LANES

24’VARIES7’

20’

PHASE I

PHASE II

SECTION F-F

CONSTRUCTION SEQUENCE FOR

4’

STA 491+50 - STA 499+00

H-53 27.837

1-2-40

PP

1-2-41

PP

H-54 27.052

1-2-42

PP

TFP TFP LP

LP

1-2-43

PP

Stock Piles

1-2-44

PP

H-55 27.185

TFP

LP

LP

Sign

LP

LP

TFP

Sign

LP

1-2-45

PP

H-56 27.471

TFP

LP

1-2-46

PP

W

1-2-47

PP

H-57 27.805

Billboard

1-3-56

PP

Sign

1-3-57

PP

Sign

SignSign

Billboard

SignSign

Water

1-3-58

PP

H-58 28.082

TFP

LP

Water

Ruins

TL

LP TL

Sign

Sign

Sign

LP TL

Signs

TFP

TFP

Signs

TL

Signs

Sign TFP

Sign

TL

LP

TFP

Sign

Sign 1-3-59

PP

FP

LP

LP

LP

1-3-60

PP

H-59 27.300

Slab

LP

TFP

TFP

LP

FH

TFP

S

TFP

Billboards

Sign

Sign

TFP

LP

LP

LP

TFP

TFP

LP

TFP

1-3-61

PP

H-60 28.153

LP

LP TL

FH

TFP

LP

LP

Scale

LP

TFP

FP

LP TFP

LP

FH

LP

TFP

TFP

Sign

LP

Sign

LP

1-4-69

PP

TFP

Sign

OH

250’

465’

135’

275’

90’

230’

640’

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

12

12

1

12

1

2

1

1

1

1

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

11

1

1

2

1

2

PI STATION

= 495+33.13

DELTA

= 18° 58’ 49.47" (LT)

DEGREE OF CURVE = 1° 38’ 13.28"

TANGENT

= 585.08

LENGTH

= 1,159.45

RADIUS

= 3,500.00

PC STATION

= 489+48.05

PT STATION

= 501+07.49

PI STATION= 555+97.51

DELTA= 4° 16’ 26.77" (RT)

DEGREE OF CURVE = 0° 20’ 36.38"

TANGENT= 622.54

LENGTH= 1,244.50

RADIUS= 16,682.95

PC STATION= 549+74.97

PT STATION= 562+19.47

PI STATION = 573+90.09DELTA= 19° 09’ 56.83" (LT)

DEGREE OF CURVE = 0° 59’ 59.73"TANGENT= 967.40LENGTH= 1,916.72RADIUS= 5,730.00PC STATION = 564+22.70PT STATION = 583+39.42

PI ST

ATI

ON

= 609+31.47

DELT

A

= 32° 51’ 55.13" (LT)

DE

GREE

OF C

UR

VE = 4° 27’ 32.61"

TA

NGE

NT

= 378.97

LE

NGT

H

= 737.05

RA

DI

US

= 1,284.93

PC ST

ATI

ON

= 605+52.50

PT ST

ATI

ON

= 612+89.55

S 0° 03’ 10.53" W

S 4° 01’ 04.58" W

S 15° 08

’ 52.25"

E

490+00

495+00

500+00

PT 501

+07.49

505+00

510+00

515+00

520+00

525+00

530+00

535+00

540+00

545+00

PC 549

+74.97

550+00

555+00

560+00

PT 562

+19.47

PC 564

+22.70

565+00

570+00 575+00

580+00

PT 583

+39.42

585+00

590+00

595+00

600+00

605+00

PC 605

+52.50

610+0

0

PT 612+89.55

$DATE$ $TIME$ $FILE$

SO

UT

HER

N

PACIFIC

CemeteryRosenberg

CemeteryGethsemane

West Park

Memorial

Greenlawn

CemeteryCottonwood

CemeteryJones

Dry

Creek

52990A

2977

59 2977

762

Ceslinger

Friedens

Concord

ProspectNew

360

1236

442

2977

Creek

361

ROSENBERG

ROSENBERG

NEEDVILLE

PLEAK

FAIRCHILDS

GUY

PLE

AK CIT

Y LI

MIT

NEE

DVILLE CIT

Y LI

MIT

Buffalo

Creek

Cedar Creek

Buffalo

Creek

Big Creek

Deer Cre

ek

Cottonwood Creek

Fairchilds Creek

Fair

chil

ds Cre

ek

Mound

Creek

HARTLE

DGE (

GER

KE

N R

D.)

FORT BE

ND C

OU

NT

Y

59

ATC

HIS

ON, T

OPE

KA

AN

D S

ANT

A FE R

AIL

WA

Y

TR

ANSP

ORT

ATI

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OMP

AN

Y

SO

UT

HER

N P

ACIFIC

SO

UT

HE

RN

PA

CI

FI

C

TR

AN

SP

OR

TA

TI

ON

CO

MP

AN

Y

Modena

ROSENBERG CI

TY LI

MITS

Coon

Creek

Seabourne

Creek

SO

UT

HE

RN

PA

CI

FI

C

CIT

Y LI

MIT

PLE

AK

CIT

Y LI

MIT

BigC

reek

P

P

PBayou

LI

MITCIT

Y

36

SPUR 10

STUDY AREA

2218

VICINITY MAP

N.T.S.

SO

UT

HER

N

PACIFIC

CemeteryRosenberg

CemeteryGethsemane

West Park

Memorial

Greenlawn

CemeteryCottonwood

CemeteryJones

Dry

Creek

52990A

2977

59 2977

762

Ceslinger

Friedens

Concord

ProspectNew

360

1236

442

2977

Creek

361

ROSENBERG

ROSENBERG

NEEDVILLE

PLEAK

FAIRCHILDS

GUY

PLE

AK CIT

Y LI

MIT

NEE

DVILLE CIT

Y LI

MIT

Buffalo

Creek

Cedar Creek

Buffalo

Creek

Big Creek

Deer Cre

ek

Cottonwood Creek

Fairchilds Creek

Fair

chil

ds Cre

ek

Mound

Creek

HARTLE

DGE (

GER

KE

N R

D.)

FORT BE

ND C

OU

NT

Y

59

ATC

HIS

ON, T

OPE

KA

AN

D S

ANT

A FE R

AIL

WA

Y

TR

ANSP

ORT

ATI

ON C

OMP

AN

Y

SO

UT

HER

N P

ACIFIC

SO

UT

HE

RN

PA

CI

FI

C

TR

AN

SP

OR

TA

TI

ON

CO

MP

AN

Y

Modena

ROSENBERG CI

TY LI

MITS

Coon

Creek

Seabourne

Creek

SO

UT

HE

RN

PA

CI

FI

C

CIT

Y LI

MIT

PLE

AK

CIT

Y LI

MIT

BigC

reek

P

P

PBayou

LI

MITCIT

Y

36

SPUR 10

STUDY AREA

2218

VICINITY MAP

N.T.S.

ENGINEERS, INC.

CIVIL ENGINEERS & SURVEYORS

HOUSTON, TEXAS

C 2003Texas

Department

of Transportation

STATE HIGHWAY 36

$USER$

SCHEMATIC LAYOUT

ENGINEERS, INC.

CIVIL ENGINEERS & SURVEYORS

HOUSTON, TEXAS

LEGEND

C 2003Texas

Department

of Transportation

STATE HIGHWAY 36

SCHEMATIC LAYOUT

EXISTING TELEPHONE MANHOLE

SHELTER

EXISTING TELEPHONE EQUIPMENT ROOM OR

EXISTING CASING

PROPOSED CASING

PRIVATE WATER WELL

EXISTING TELEPHONE COPPER CABLE

EXISTING WATERLINE

EXISTING GAS UTILITY OR GAS PIPELINE

EXISTING TELEPHONE PULL BOX

W

(UNLESS NOTED OTHERWISE)

EXISTING PVC CONTAINING TELEPHONE LINES

EASEMENT

UTILITY LEGEND

PROP. PGL

EXIST. PGL

~~

PROFILE LEGEND

EXISTING GROUND

EXISTING R.O.W. LT

EXISTING R.O.W. RT

Texas

Department

of Transportation

COUNTY

SCHEMATIC LAYOUT

HOUSTON DISTRICT

FORT BEND

ORIGINAL APPROVED: - -

DATE: - -

REVISED: - -

REVISION(S) APPROVED: - -

SPEED IS 40 MPH

SECTION DESIGN

URBAN CURB & GUTTER

SPEED IS 70 MPH

RURAL ARTERIAL DESIGN

EXISTING TELEPHONE MANHOLE

SHELTER

EXISTING TELEPHONE EQUIPMENT ROOM OR

EXISTING CASING

PROPOSED CASING

PRIVATE WATER WELL

EXISTING TELEPHONE COPPER CABLE

EXISTING WATERLINE

EXISTING GAS UTILITY OR GAS PIPELINE

EXISTING TELEPHONE PULL BOX

W

(UNLESS NOTED OTHERWISE)

EXISTING PVC CONTAINING TELEPHONE LINES

EASEMENT

UTILITY LEGEND

PROP. PGL

EXIST. PGL

~~

PROFILE LEGEND

EXISTING GROUND

EXISTING R.O.W. LT

EXISTING R.O.W. RT

Texas

Department

of Transportation

COUNTY

SCHEMATIC LAYOUT

HOUSTON DISTRICT

FORT BEND

SH36

ORIGINAL APPROVED: - -

DATE: - -

REVISED: - -

REVISION(S) APPROVED: - -

SPEED IS 40 MPH

SECTION DESIGN

URBAN CURB & GUTTER

SPEED IS 70 MPH

RURAL ARTERIAL DESIGN

FROM: FM 2218

TO: FORT BEND COUNTY LINE

SCALE:0 100 200 300 400

LEGEND

SCALE:0 100 200 300 400

MAIN LANES

FRONTAGE ROADS AND RAMPS

TURNAROUNDS

EXISTING RDWY TO BE REMOVED

EXISTING RDWY TO REMAIN

EMBANKMENT

CONTROL OF ACCESS

PROP ROW

EXISTING ROW

000000

0L

0L

BLACK

BLACK

BLACK

BLACK

BLACK

BLACK

GREEN

GREEN

BLUE

BLUE

BLUE

RED

RED

RED

BLUE

RED

ORANGE

ORANGE

TURQUOISE

BROWN

PURPLE

BLACK

LINE WT COLOR CODESYMBOLOGY

5 LT GREEN

ACCESS ROAD

PLANIMETRIC

PROPOSED LANE DIRECTIONAL INDICATOR

EXISTING LANE DIRECTIONAL INDICATOR

DIRECT CONNECTOR

DEPRESSED

FUTURE

RETAINING WALL

STRIPING

OVERHEAD EXPRESSWAY LANES

TEMPORARY CONNECTIONS

5

5

10

9

7

0

6

1

1

3

2

4

0

0

0

0

3

3

2

1

1

0

3

3

3

3

1

1

1

1

0

0

0

0

0

0

0

2

2

6

6

65

7

37

197RDWY. UNDER CONSTRUCTION

TRAFFIC COUNT YEAR (2021) DHV

PURPLE1010

HIGH OCCUPANCY VEHICLE

203RECOMMENDED NOISE ABATEMENT WALL

PLAN LEGEND

MAIN LANES

FRONTAGE ROADS AND RAMPS

TURNAROUNDS

EXISTING RDWY TO BE REMOVED

EXISTING RDWY TO REMAIN

EMBANKMENT

CONTROL OF ACCESS

PROP ROW

EXISTING ROW

000000

0L

0L

BLACK

BLACK

BLACK

BLACK

BLACK

BLACK

GREEN

GREEN

BLUE

BLUE

BLUE

RED

RED

RED

BLUE

RED

ORANGE

ORANGE

TURQUOISE

BROWN

PURPLE

BLACK

LINE WT COLOR CODESYMBOLOGY

5 LT GREEN

ACCESS ROAD

PLANIMETRIC

PROPOSED LANE DIRECTIONAL INDICATOR

EXISTING LANE DIRECTIONAL INDICATOR

DIRECT CONNECTOR

DEPRESSED

FUTURE

RETAINING WALL

STRIPING

OVERHEAD EXPRESSWAY LANES

TEMPORARY CONNECTIONS

5

5

10

9

7

0

6

1

1

3

2

4

0

0

0

0

3

3

2

1

1

0

3

3

3

3

1

1

1

1

0

0

0

0

0

0

0

2

2

6

6

65

7

37

197RDWY. UNDER CONSTRUCTION

TRAFFIC COUNT YEAR (2021) DHV

PURPLE1010

HIGH OCCUPANCY VEHICLE

203RECOMMENDED NOISE ABATEMENT WALL

PLAN LEGEND

NB PROFILE

100 YEAR WATER SURFACE ELEVATION100 YEAR WATER SURFACE ELEVATION

GAS GAS

W W

T T

OH OH

GAS GAS

W W

T T

OH OH

NOT A BIDDING DOCUMENT

GARY GEHBAUER, P.E.

71173

TEXAS REGISTRATION NUMBER

DATE

FI

LE

NO.:

CSJ

NO.:

TO:

FR

OM:

DE

SC

RI

PTI

ON:

HI

GH

WA

Y:

AP

PR

OV

AL

DA

TE:

RE

VI

SI

ON

DA

TE:

DA

TE:

SH 36

FM 2218

FO

RT

BE

ND

CO

UN

TY

LI

NE

0187-05-048,

ET

C.

SH36

FROM: FM 2218

TO: FORT BEND COUNTY LINE

FI

LE

NO.:

CSJ

NO.:

TO:

FR

OM:

DE

SC

RI

PTI

ON:

HI

GH

WA

Y:

AP

PR

OV

AL

DA

TE:

RE

VI

SI

ON

DA

TE:

DA

TE:

SH 36

FM 2218

FO

RT

BE

ND

CO

UN

TY

LI

NE

0187-05-048,

ET

C.

SB PROFILE

1-4-74

PP

H-63

1-4-75

PP

H-64

26.072

TFP

Signs

1-4-76

PP

H-65 25.757

TFP

TFP

LP

Sign

TFP

Dense Woods

Dense Woods

Dense Woods

1-4-77

PP

TFP

TFP

TFP

LP

LP

TFP TFP

Dense Woods

1-4-78

PP

H-66 25,896

LP

TFP

Billboard

TFP

TFP

LP

TL

TL

TFP

Sign

Sign

LP

TFP

LP

LP

Sign

LP

Orchard

Dense Woods

Dense Woods

Dense Woods

Dense Woods

Dense Woods

1-4-79

PP

H-67 25.511

TFP

TFP

LP

1-4-80

PP H-68

25.680

TFP

TFP TFP TFP

TFP

Sign

TFP

TFP

Dense Woods

1-4-81

PP

TFP TFP TFP

LP

Sign

Dense Woods

Dense Woods

1-4-82

PP

H-69

26.366

TFP

LP

Sign

TFP

FP

LP

TFP

TFP

LP

LP

FP

Sign

Dense Woods

1-4-83

PP H-70

25.790

TFP

TFP

LP

LP

LP

LP

TFP

LP

LP

S

TFP

LP

LP

1-4-84

PP

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

SCALE: 1"=20’

EXISTING TYPICAL SECTION

SHLDR SHLDR

10’10’ 2-12’

LANES

PROPOSED DEPRESSED MEDIAN SECTION

LC EXISTING

28’ USUAL 28’ USUAL

10’

SHLDR

2-12’

LANES

PROPOSED DITCH PROPOSED DITCH

PR

OP.

R.

O.

W.

LC PROP.

10’

SHLDR

2-12’

LANES76’ DEPRESSED

MEDIAN

EXI

ST.

R.

O.

W.

3:1

MA

X

8:1

USUAL8:1 USUAL

3:1 MAX

2.00%2.00%

4:1

MA

X

6:1

US

UAL

6:1

US

UAL

4:1

MA

X

220’ RIGHT-OF-WAY

100’ EXIST. RIGHT-OF-WAY120’ PROP. RIGHT-OF-WAY

30’ USUAL46’ USUAL

PROP. NB PGLPROP. SB PGL

4’PAVED

4’GRASSY

4’PAVED

4’GRASSY

8’SHLDR SHLDR

8’

LEVEL UP

VAR. DEPTH

TFP

Sign

TFP

Sign

S

1-4-70

PP

H-61

25.925

TFP

TFP

LP

LP

LP

Sign

TFP

MH LP

LP

Sign

TFP

Billboard

1-4-71

PP

TFP

LP

TFPSign

Billboard

SignSignSign

Sign

1-4-72

PP

26.118

TFP

TFPSigns

TFP

TFP

LP TL

TL TFP TFP

LP

S

TFP LP TLSign

1-4-73

PP

Dense Woods

Signs

1

2

1

2

1

2

1

2

1

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

11

123

= 32° 51’ 55.13" (LT)PI STATION = 622+61.64

DELTA = 1° 08’ 44.75" (LT)

DEGREE OF CURVE = 0° 59’ 59.73"

TANGENT = 57.29

LENGTH = 114.58

RADIUS = 5,730.00

PC STATION = 622+04.34

PT STATION = 623+18.93

PI STATION = 632+61.83

DELTA = 1° 08’ 44.75" (RT)

DEGREE OF CURVE = 0° 59’ 59.73"

TANGENT = 57.29

LENGTH = 114.58

RADIUS = 5,730.00

PC STATION = 632+04.54

PT STATION = 633+19.12

PI STATION = 699+41.26

DELTA = 1° 50’ 54.27" (RT)

DEGREE OF CURVE = 0° 29’ 59.87"

TANGENT = 184.87

LENGTH = 369.71

RADIUS = 11,460.00

PC STATION = 697+56.39

PT STATION = 701+26.10

PI STATION = 714+91.34

DELTA = 1° 50’ 54.27" (LT)

DEGREE OF CURVE = 0° 29’ 59.87"

TANGENT = 184.87

LENGTH = 369.71

RADIUS = 11,460.00

PC STATION = 713+06.47

PT STATION = 716+76.18

S 48° 00’ 47.38" ES 49° 09’ 32.13" E

S 48° 00’ 47.38" ES 48° 46’ 21.54" E

S 48° 00’ 47.35" ES 48° 11’ 03.25" E

S 46° 20’ 08.98" E S 48° 11’ 03.25" E

615+00 620+00

PC 622

+04.34

PT 623

+18.93

625+00630+00

PC 632

+04.54

PT 633

+19.12

635+00 640+00

PO

T 643

+96.07

645+00650+00

655+00

PO

T 655

+27.70

660+00 665+00 670+00

PO

T 671

+43.47

675+00 680+00 685+00 690+00 695+00

PC 697

+56.39

700+00

PT 701

+26.10

705+00710+00

PC 713

+06.47

715+00

PT 716

+76.18

720+00 725+00 730+00 735+00 740+00 745+00 750+00

24’

2-LANES

24’

2-LANES

14’

TURNLANE

2’

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

PR

OP.

R.

O.

W.

2’

SHLDR SHLDR

10’10’ 2-12’

LANES

EXISTING TYPICAL SECTION

LC EXISTING

LC PROP.

OPTION A

PROPOSED CURB AND GUTTER SECTION

EXI

ST.

R.

O.

W.

120’ RIGHT-OF-WAY

100’ EXIST. RIGHT-OF-WAY

R.O.W.

20’ PROP.

28’ USUAL 28’ USUAL

5’ SIDEWALK 5’ SIDEWALK

PROP. PGL

VARIES VARIES

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

SCALE: 1"=20’

SHLDR SHLDR

10’10’ 2-12’

LANES

PROPOSED FLUSH MEDIAN SECTION

EXISTING TYPICAL SECTION

LC EXISTING

10’

SHLDR

2-12’

LANES

10’

SHLDR

2-12’

LANES MEDIAN

16’

PROPOSED DITCH

PR

OP.

R.

O.

W.

LC PROP.

PROPOSED DITCH

EXI

ST.

R.

O.

W.

150’ RIGHT-OF-WAY

50’ PROP. RIGHT-OF-WAY100’ EXIST. RIGHT-OF-WAY

33’ USUAL 33’ USUAL

28’ USUAL 28’ USUAL

4:1

MA

X

6:1

US

UAL

4:1

MA

X

6:1

US

UAL

3:1

MA

X

3:1

MA

X

PROP. PGL

24’

2-LANES

24’

2-LANES

16’

TURN

LANE

2’2’

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

PR

OP.

R.

O.

W.

SHLDR SHLDR

10’10’ 2-12’

LANES

EXISTING TYPICAL SECTION

LC EXISTING

LC PROP.

OPTION A

PROPOSED CURB AND GUTTER SECTION

EXI

ST.

R.

O.

W.

120’ RIGHT-OF-WAY

100’ EXIST. RIGHT-OF-WAY

R.O.W.

20’ PROP.

28’ USUAL 28’ USUAL

5’ SIDEWALK 5’ SIDEWALK

PROP. PGL

PROPOSED DITCHPROPOSED DITCH

VARIES VARIES

3:1 MAX

4:1 MAX

6:1 USUAL

4:1 MAX

6:1 USUAL

3:1 MAX

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

10’

SHLDR

2-12’

LANES

10’

SHLDR

2-12’

LANES MEDIAN

16’

PROPOSED DITCH

PR

OP.

R.

O.

W.

SCALE: 1"=20’

SHLDR SHLDR

10’10’ 2-12’

LANES

PROPOSED FLUSH MEDIAN SECTION

EXISTING TYPICAL SECTION

LC EXISTING

LC PROP.

PROPOSED DITCH

EXI

ST.

R.

O.

W.

150’ RIGHT-OF-WAY

50’ PROP. RIGHT-OF-WAY 100’ EXIST. RIGHT-OF-WAY

33’ USUAL 33’ USUAL

28’ USUAL28’ USUAL

PROP. PGL

3:1

MA

X

4:1

MA

X

6:1

US

UAL

4:1

MA

X

6:1

US

UAL

3:1

MA

X

24’

2-LANES

24’

2-LANES

14’

TURN

LANE

2’2’

LC PROP.

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

SHLDR SHLDR

10’10’ 2-12’

LANES

EXISTING TYPICAL SECTION

LC EXISTING

PR

OP.

R.

O.

W.

EXI

ST.

R.

O.

W.

80’ RIGHT-OF-WAY

95’ RIGHT-OF-WAY

80’ EXIST. RIGHT-OF-WAY

RIGHT-OF-WAY

15’ PROP.

USUAL

18’

USUAL

18’

14.5’ 14.5’

5’ SIDEWALK 5’ SIDEWALK

PROP. PGL

8" S

AN.

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OHOH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OHOH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OHO

H

OH

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

TT T T T

TT

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

6"

WATE

R

6" S

AN.

8" S

AN.

8" S

AN.

8" S

AN.

8" S

AN.

6" S

AN.

6" S

AN.

SA

N

SA

N

SA

N

SA

N

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SA

N

SA

N

SA

N

SAN

SA

N

SA

N

SA

N

SAN

SAN

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

6" WATER

2" WATER

6" SAN.

MTL. P

OST

GAS P.L.

MKR.

ENTE

X

P.L.

MKR.

MTL P

OST

CO

NC.

HN

G C

ORP.

MTL SI

GN

ENTE

X

MKR.

CO

NC.

HN

G C

ORP.

MTL SI

GN

ENTE

X

MKR.

CO

NC.

GAS LI

NE

MKR.

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHOH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T

TT

T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T

T

TT

OH

OH

OH

OH

OH

OH

OH

OH OH OH OH

OHOH

OH

OH

OH OH OH

OH

OH

OH

OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

T T T T T T T T T

T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T6" WATER

2"

WA

TE

R

2" WATER

6" WATER

2"

WA

TE

R

6" WATER

6"

WA

TE

R

3" WATER

8" SAN.

8"

SA

N.

8" SAN. 8" SAN.

8"

SA

N.

6" SAN.

SANSANSANSANSANSAN

SA

N

SANSANSANSANSANSANSANSANSAN

SA

N

WW

W

W W W W W W W W

W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W

STA = 491+60.00

EL = 90.05’

(+)0.0237 % (+)0.0000 %

STA = 535+20.00

EL = 90.05’

(+)0.0000 % (-)0.0070 %

STA = 565+00.00

EL = 89.84’

(-)0.0070 % (+)0.0000 %

STA = 581+25.00

EL = 89.84’

(+)0.0000 % (-)0.3500 %

STA = 589+42.31

EL = 86.98’

(-)0.3500 % (+)0.3500 %

L = 120.00’

K = 171

ex = 0.11’

STA = 594+06.42

EL = 88.60’

(+)0.3500 % (-)0.3500 %

L = 120.00’

K = 171

ex = -0.11’

STA = 598+70.55

EL = 86.98’

(-)0.3500 % (+)0.3500 %

L = 120.00’

K = 171

ex = 0.11’

STA = 602+53.58

EL = 88.32’

(+)0.3500 % (-)0.3500 %

L = 120.00’

K = 171

ex = -0.11’

STA = 606+36.47

EL = 86.98’

(-)0.3500 % (+)0.3500 %

L = 120.00’

K = 171

ex = 0.10’

STA = 611+09.71

EL = 88.64’

(+)0.3500 % (-)0.3500 %

L = 120.00’

K = 171

ex = -0.11’

STA = 615+82.92

EL = 86.98’

(-)0.3500 % (-)0.0000 %

L = 120.00’

K = 343

ex = 0.05’

STA = 640+30.00

EL = 86.98’

(-)0.0000 % (-)0.0130 %

STA = 728+30.00

EL = 85.84’

(-)0.0130 % (-)0.1650 %

STA = 738+30.00

EL = 84.19’

(-)0.1650 % (+)0.0015 %

STA = 491+60.00

EL = 90.05’

(+)0.0237 % (+)0.0000 %

STA = 535+20.00

EL = 90.05’

(+)0.0000 % (-)0.0070 %

STA = 565+00.00

EL = 89.84’

(-)0.0070 % (+)0.0000 %

STA = 581+25.00

EL = 89.84’

(+)0.0000 % (-)0.3500 %

STA = 589+42.31

EL = 86.98’

(-)0.3500 % (+)0.3500 %

L = 120.00’

K = 171

ex = 0.11’

STA = 594+06.42

EL = 88.60’

(+)0.3500 % (-)0.3500 %

L = 120.00’

K = 171

ex = -0.11’

STA = 598+70.55

EL = 86.98’

(-)0.3500 % (+)0.3500 %

L = 120.00’

K = 171

ex = 0.11’

STA = 602+53.58

EL = 88.32’

(+)0.3500 % (-)0.3500 %

L = 120.00’

K = 171

ex = -0.11’

STA = 606+36.47

EL = 86.98’

(-)0.3500 % (+)0.3500 %

L = 120.00’

K = 171

ex = 0.10’

STA = 611+09.71

EL = 88.64’

(+)0.3500 % (-)0.3500 %

L = 120.00’

K = 171

ex = -0.11’

STA = 615+82.92

EL = 86.98’

(-)0.3500 % (-)0.0000 %

L = 120.00’

K = 343

ex = 0.05’

STA = 640+30.00

EL = 86.98’

(-)0.0000 % (-)0.0130 %

STA = 728+30.00

EL = 85.84’

(-)0.0130 % (-)0.1650 %

STA = 738+30.00

EL = 84.19’

(-)0.1650 % (+)0.0015 %

Page 3: 0 D 0 H 9 H 4 B E F G 0 RES. B Fplans.dot.state.tx.us/pub/txdot-info/hou/sh36-spur... · m a t c h res. l in e 0 s t a. 4 9 0 + 0 0 c o t t o n county c i r t r i n i t y 2 r o a

PROP. ROW

C PROP. SH 36L

MO

UN

D

CREEK

MO

RG

AN

FM 1994

NIC

HT

ER

DIT

CH

BA

RE

K

WA

LCIK

TRIB

UT

AR

Y 2

OF

MO

UN

D

CREEK

55

65

75

85

755+00750+00 760+00 765+00 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00

55

65

75

85

755+00750+00 760+00 765+00 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00

55

65

75

85

55

65

75

85

55

65

75

85

55

65

75

85

75

85

55

65

75

85

55

65

75

85

55

65

75

85

55

65

863

FM 1994

B

B

A

A

C

C

D

D

RES.

NEEDVILLE PUMP STATION

TEPPCO CRUDE OIL, LLC

RES.

RES.

RES.

RES.

FENCING

DONNHAUS

RES.RES.

RES.

RES.

RES.

RES.

RES.

& RESIDENCE

FT. BEND WELDING

TEXACO

COUNTRY CROSSROADS

JIMMIES

RES.RES.

POST OFFICE

RES.

RES. RES. RES. RES. RES.

CREATIVE SANDBLASTING

HAVE A BLAST

RES.

RES.

RES. RES.RES.

RES.

RES.

RES.

RES.RES.

RES.

RES.

RES.

RES.

SCHULTZ BROS. INC.

RES.

CAN RECYCLING

RES.RES.RES.

RES.

RES.

RES.

RES.RES.

RES.

NATURAL GAS REGULATOR STATION

HOUSTON PIPE LINE COMPANY

AND AUTO REPAIR

SYDOW’S TRUCK

RES.

SHEET 3 OF 3SHEET 3 OF 3

36

LIMITS

SHEET

36 36

36

LIMITS

SHEET

RES.

BARN/GARAGE

RES.

RES.

RES.

RES.

EXIST. NATURAL GROUND @ EAST R.O.W.

EXIST. NATURAL GROUND @ WEST R.O.W.

EXIST. NATURAL GROUND @ EAST R.O.W.

EXIST. NATURAL GROUND @ WEST R.O.W.

EXIST. NATURAL GROUND @ EAST R.O.W.

EXIST. NATURAL GROUND @ WEST R.O.W.

EXIST. NATURAL GROUND @ EAST R.O.W.

EXIST. NATURAL GROUND @ WEST R.O.W.

EXIST. NATURAL GROUND @ EAST R.O.W.

EXIST. NATURAL GROUND @ WEST R.O.W.

RES.

MA

TC

H

LIN

E

ST

A.

750

+0

0

95

95 95

95

95

95

95

95

95

95

STA 861+50 - STA 967+00

SECTION D-DSTA 795+00 - STA 845+00

SECTION B-B

PROP. NB PGL PROP. NB PGL

PROP. SB PGLPROP. SB PGL

100 YEAR WATER SURFACE ELEVATION

= STA 0+00 (CSJ 0188-03-019)

STA 992+44.22 (CSJ 0188-02-029)

END PROJECT

EXIST. GROUND @ SB PGL

EXIST. GROUND @ SB PGL

EXIST. GROUND @ NB PGLEXIST. GROUND @ NB PGL

PROP. R.O.W.

PROP. R.O.W.

PROP. R.O.W.

EXIST. GROUND @ C SH 36

EXIST. GROUND @ C SH 36

L

L

L

L

L

LEXIST. GROUND @ C SH 36

EXIST. GROUND @ C SH 36

EXIST. GROUND @ C SH 36

EXIST. GROUND @ C SH 36

STA 750+00 - STA 795+00

SECTION A-ASTA 845+00 - STA 861+50

SECTION C-C

55

65

75

85

75

85

55

65

95

95

PROP. PGLPROP. PGL

PROP. PGL

PROP. PGL PROP. PGL

PROP. PGL

100 YEAR W.S. ELEV (83.19)

100 YEAR W.S. ELEV (77.27)

100 YEAR W.S. ELEV (77.27)

100 YEAR W.S. ELEV (77.27)

100 YEAR W.S. ELEV (77.27)

100 YEAR W.S. ELEV (76.53)

100 YEAR W.S. ELEV (76.53)

100 YEAR W.S. ELEV (73.67)

100 YEAR W.S. ELEV (73.67)

100 YEAR W.S. ELEV (73.33)

100 YEAR W.S. ELEV (73.33)

100 YEAR W.S. ELEV (72.76)

100 YEAR W.S. ELEV (72.76)

100 YEAR W.S. ELEV (70.08)

100 YEAR W.S. ELEV (70.08)

100 YEAR W.S. ELEV (70.08)

100 YEAR W.S. ELEV (70.08)

100 YEAR W.S. ELEV (70.08)

100 YEAR W.S. ELEV (70.08)

MATCH PAVEMENT

MATCH PAVEMENT

100 YEAR W.S. ELEV (83.19)

980+00

980+00

985+00

985+00

990+00

990+00

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

SCALE: 1"=20’

EXISTING TYPICAL SECTION

SHLDR SHLDR

10’10’ 2-12’

LANES

PROPOSED DEPRESSED MEDIAN SECTION

LC EXISTING

28’ USUAL 28’ USUAL

10’

SHLDR

2-12’

LANES

PROPOSED DITCH PROPOSED DITCH

PR

OP.

R.

O.

W.

LC PROP.

10’

SHLDR

2-12’

LANES76’ DEPRESSED

MEDIAN

EXI

ST.

R.

O.

W.

3:1

MA

X

8:1

USUAL8:1 USUAL

3:1 MAX

2.00%2.00%

4:1

MA

X

6:1

US

UAL

6:1

US

UAL

4:1

MA

X

260’ RIGHT-OF-WAY

100’ EXIST. RIGHT-OF-WAY160’ PROP. RIGHT-OF-WAY

78’ USUAL38’ USUAL

PROP. NB PGLPROP. SB PGL

4’PAVED

4’GRASSY

4’PAVED

4’GRASSY

8’SHLDR SHLDR

8’

STA 967+00 - STA 986+00

SECTION E-E

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

SCALE: 1"=20’

EXISTING TYPICAL SECTION

SHLDR SHLDR

10’10’ 2-12’

LANES

PROPOSED DEPRESSED MEDIAN SECTION

LC EXISTING

28’ USUAL 28’ USUAL

10’

SHLDR

2-12’

LANES

PROPOSED DITCH

PROPOSED DITCH

PR

OP.

R.

O.

W.

LC PROP.

10’

SHLDR

2-12’

LANES76’ DEPRESSED

MEDIAN

EXI

ST.

R.

O.

W.

3:1

MA

X

8:1

USUAL8:1 USUAL

3:1 MAX

2.30%

4:1

MA

X

6:1

US

UAL

6:1

US

UAL

4:1

MA

X

260’ RIGHT-OF-WAY

100’ EXIST. RIGHT-OF-WAY160’ PROP. RIGHT-OF-WAY

PROP. NB PGLPROP. SB PGL

4’PAVED

4’GRASSY

4’PAVED

4’GRASSY

8’SHLDR SHLDR

8’

E

E

F

F

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

EXISTING TYPICAL SECTION

SHLDR SHLDR

10’10’ 2-12’

LANES

LC EXISTING

28’ USUAL 28’ USUAL

10’

SHLDR

2-12’

LANES

PROPOSED DITCH PROPOSED DITCH

PR

OP.

R.

O.

W.

LC PROP.

10’

SHLDR

2-12’

LANES81’ DEPRESSED

MEDIAN

EXI

ST.

R.

O.

W.

3:1

MA

X

8:1

USUAL8:1 USUAL

3:1 MAX

2.00%2.00%

4:1

MA

X

6:1

US

UAL

6:1

US

UAL

4:1

MA

X

33’ USUAL78’ USUAL

PROP. NB PGLPROP. SB PGL

4’PAVED

4’GRASSY

4’PAVED

4’GRASSY

8’SHLDR SHLDR

8’

STA 986+00 - END PROJECT

SECTION F-F

SCALE: 1"=20’

PROPOSED DEPRESSED MEDIAN SECTION

2.30%

VARIES 38’ TO 78’

TO 38’

VARIES 78’

3-4’x5’ MBC

3-4’x5’ MBC

EQUALIZER

7’x4’ BOX

EQUALIZER

7’x4’ BOX

2-5’x5’ MBC

2-5’x5’ MBC

2-36" RCP

2-36" RCP

6-4’x4’ MBC

6-4’x4’ MBC

3-6’x3’ MBC

3-6’x3’ MBC

3-5’x5’ MBC

3-5’x5’ MBC

SH 36

245 20

20

59 20

DHV

110’ PROP. RIGHT-OF-WAY

PROP. R.O.W.

AB

AN

DO

NE

D

R.R.

TRIB

UT

AR

Y 1

OF

MO

UN

D

CR

EE

K

452584

143

50

LEVEL UP

VAR. DEPTH

LEVEL UP

VAR. DEPTHLEVEL UP

VAR. DEPTH

PROP. R.O.W.

PROP. R.O.W.

PROP. R.O.W. PROP. R.O.W.

3-4’X5’ MBC

1-800-522-4992

BURIED FIBER OPTIC CABLE

FORT BEND TELEPHONE CO.

713-225-7444

OPERATING COMPANY

ENRON GAS PIPELINE

(WHARTON DISTRICT)-

HOUSTON PIPELINE CO.

1-800-522-4992

BURIED FIBER OPTIC CABLE

FORT BEND TELEPHONE CO.1-800-522-4992

BURIED FIBER OPTIC CABLE

FORT BEND TELEPHONE CO.1-800-522-4992

BURIED FIBER OPTIC CABLE

FORT BEND TELEPHONE CO.

1-800-522-4992

BURIED FIBER OPTIC CABLE

FORT BEND TELEPHONE CO.

EQUALIZER

7’x4’ BOX

2-5’x5’ MBC

6-4’x4’ MBC

3-6’x3’ MBC

3-5’x5’ MBC

VARIES 150’-110’ PROP. RIGHT-OF-WAY

VARIES 260’-220’ RIGHT-OF-WAY

OVERHEAD CABLERELIANT ENERGY

OVERHEAD CABLERELIANT ENERGY

OVERHEAD CABLERELIANT ENERGY

OVERHEAD CABLERELIANT ENERGY

UNDERGROUND PIPE

1-800-766-8690

WESTEX 66 PIPELINE CO.

OVERHEAD CABLERELIANT ENERGY

UNDERGORUND PIPE

1-800-331-3381

SEAWAY PIPELINE CO.

OVERHEAD CABLERELIANT ENERGY

OVERHEAD CABLERELIANT ENERGY

FA

ND

AN

GO

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

EXISTING TYPICAL SECTION

SHLDR SHLDR

10’10’ 2-12’

LANES

LC EXISTING

28’ USUAL28’ USUAL

WORK ZONE

120’

10’

SHLDR

2-12’

LANES

46’ USUAL

4’PAVED

4’GRASSY

SHLDR8’

110’ WORK ZONE

30’

PHASE I

PHASE II

SECTIONS D-D TO F-F

CONSTRUCTION SEQUENCE FOR

PROP. NB PGL

EXI

ST.

R.

O.

W.

LC EXISTING

28’ USUAL

100’ EXIST. RIGHT-OF-WAY

LANES

2-12’

4’ BUFFER

94’ WORK ZONE

LANES

2-12’56’ WORK ZONE 27’ 10’

SHLDR

33’ USUAL

PHASE I

PHASE II

SECTION A-A

CONSTRUCTION SEQUENCE FOR

EXI

ST.

R.

O.

W.

LC EXISTING

28’ USUAL

100’ EXIST. RIGHT-OF-WAY

LANES

2-12’

4’ BUFFER

94’ WORK ZONE

LANES

2-12’56’ WORK ZONE 27’ 10’

SHLDR

33’ USUAL

PHASE I

PHASE II

SECTION C-C

CONSTRUCTION SEQUENCE FOR

EXI

ST.

R.

O.

W.

LC EXISTING

28’ USUAL

100’ EXIST. RIGHT-OF-WAY

LANES

2-12’

4’ BUFFER

94’ WORK ZONE

LANES

2-12’ 56’ WORK ZONE27’10’

SHLDR

33’ USUAL

PHASE I

PHASE II

SECTION B-B

CONSTRUCTION SEQUENCE FOR

HISTORIC RESIDENCE

AXS

TOF E

R

N

GI

EE

ST

TA

ESS

PR

OF

86967

E

NNOI EAL

CHRIS KUYKENDALL

LICENSED

SCALE: 1"=20’

PROPOSED FLUSH MEDIAN SECTION

2-11’

LANES

2-11’

LANES

PROPOSED DITCH

LC PROP.

PROPOSED DITCH

EXI

ST.

R.

O.

W.

100’ EXIST. RIGHT-OF-WAY

3:1

MA

X

PROP. PGL

1’OFFSET1’OFFSET 12’

MED16’ 26’

4:1

4:1

MA

X3:1

EXIST. R.O.W.

EXIST. R.O.W. EXIST. R.O.W.

EXIST. R.O.W.

1-4-84

PP

TFP

Framework

Stock Pile

1-4-85

PP

H-71 25.298

TFP

1-4-86

PP

H-72 24.993

TFPSign

1-4-87

PP

H-73 25.306

TFP

TFP

S

Sign TFP

TFP

TFP

1-4-88

PP

H-74 24.160

TFP

LP

Signs TFP

Trace of

Undergroung Pipeline

LP

LP

TFP LP

MH

MH

1-4-89

PP

TFP

LP

TFP

LP

1-4-90

PP

H-75 23.406

TFP TFP

TFP LP

LP

1-4-91

PP

H-76 23.275

LP

TFP LP Sign

Water

TFP

Windmill

TFP

1-4-92

PP

H-77

23.524

Transmission Line Tower

Dense Woods

1-4-93

PP

1-4-94

PP

H-78 23.176

TFP

TFP

TL

TFP

TFP

Scale

Stock Pile

Sign

S

TL

LP

TFP

LP

TFP

LP

TFP

Ramp

Dense Woods

Dense Woods

1-4-95

PP

H-79

22.782

LP

TFP

TFP

TFP

LP

LP

LP LP

Sign

FP

TFP

TFP

LP

1-4-96

PP

LP

Sign

1-4-97

PP

H-80 22.678

TFP TFP

Dense Woods

1-4-98

PP H-81 22.241

TFP

1-4-99

PP

22.081

TFP

H-82

1-4-100

PP

1-4-101

PP

H-83 21.603

LP

TFP

1-4-102

PP

H-84 21.404

TFP

LP

1-4-103

PP

TFP

Stock Pile

1-4-104

PP H-85

21.149

LP

Water

TFP TFP TFP

1-4-105

PP H-86 21.242

LP

TFP

TFP TFP TFP

Water

Dense Woods

1-4-106

PP

Dense Woods

1-4-107

PP

$DATE$ $TIME$ $FILE$

SO

UT

HER

N

PACIFIC

CemeteryRosenberg

CemeteryGethsemane

West Park

Memorial

Greenlawn

CemeteryCottonwood

CemeteryJones

Dry

Creek

52990A

2977

59 2977

762

Ceslinger

Friedens

Concord

ProspectNew

360

1236

442

2977

Creek

361

ROSENBERG

ROSENBERG

NEEDVILLE

PLEAK

FAIRCHILDS

GUY

PLE

AK CIT

Y LI

MIT

NEE

DVILLE CIT

Y LI

MIT

Buffalo

Creek

Cedar Creek

Buffalo

Creek

Big Creek

Deer Cre

ek

Cottonwood Creek

Fairchilds Creek

Fair

chil

ds Cre

ek

Mound

Creek

HARTLE

DGE (

GER

KE

N R

D.)

FORT BE

ND C

OU

NT

Y

59

ATC

HIS

ON, T

OPE

KA

AN

D S

ANT

A FE R

AIL

WA

Y

TR

ANSP

ORT

ATI

ON C

OMP

AN

Y

SO

UT

HER

N P

ACIFIC

SO

UT

HE

RN

PA

CI

FI

C

TR

AN

SP

OR

TA

TI

ON

CO

MP

AN

Y

Modena

ROSENBERG CI

TY LI

MITS

Coon

Creek

Seabourne

Creek

SO

UT

HE

RN

PA

CI

FI

C

CIT

Y LI

MIT

PLE

AK

CIT

Y LI

MIT

BigC

reek

P

P

PBayou

LI

MITCIT

Y

36

SPUR 10

STUDY AREA

2218

VICINITY MAP

N.T.S.

SO

UT

HER

N

PACIFIC

CemeteryRosenberg

CemeteryGethsemane

West Park

Memorial

Greenlawn

CemeteryCottonwood

CemeteryJones

Dry

Creek

52990A

2977

59 2977

762

Ceslinger

Friedens

Concord

ProspectNew

360

1236

442

2977

Creek

361

ROSENBERG

ROSENBERG

NEEDVILLE

PLEAK

FAIRCHILDS

GUY

PLE

AK CIT

Y LI

MIT

NEE

DVILLE CIT

Y LI

MIT

Buffalo

Creek

Cedar Creek

Buffalo

Creek

Big Creek

Deer Cre

ek

Cottonwood Creek

Fairchilds Creek

Fair

chil

ds Cre

ek

Mound

Creek

HARTLE

DGE (

GER

KE

N R

D.)

FORT BE

ND C

OU

NT

Y

59

ATC

HIS

ON, T

OPE

KA

AN

D S

ANT

A FE R

AIL

WA

Y

TR

ANSP

ORT

ATI

ON C

OMP

AN

Y

SO

UT

HER

N P

ACIFIC

SO

UT

HE

RN

PA

CI

FI

C

TR

AN

SP

OR

TA

TI

ON

CO

MP

AN

Y

Modena

ROSENBERG CI

TY LI

MITS

Coon

Creek

Seabourne

Creek

SO

UT

HE

RN

PA

CI

FI

C

CIT

Y LI

MIT

PLE

AK

CIT

Y LI

MIT

BigC

reek

P

P

PBayou

LI

MITCIT

Y

36

SPUR 10

STUDY AREA

2218

VICINITY MAP

N.T.S.

ENGINEERS, INC.

CIVIL ENGINEERS & SURVEYORS

HOUSTON, TEXAS

C 2003Texas

Department

of Transportation

STATE HIGHWAY 36

$USER$

SCHEMATIC LAYOUT

ENGINEERS, INC.

CIVIL ENGINEERS & SURVEYORS

HOUSTON, TEXAS

LEGEND

C 2003Texas

Department

of Transportation

STATE HIGHWAY 36

SCHEMATIC LAYOUT

EXISTING TELEPHONE MANHOLE

SHELTER

EXISTING TELEPHONE EQUIPMENT ROOM OR

EXISTING CASING

PROPOSED CASING

PRIVATE WATER WELL

EXISTING TELEPHONE COPPER CABLE

EXISTING WATERLINE

EXISTING GAS UTILITY OR GAS PIPELINE

EXISTING TELEPHONE PULL BOX

W

(UNLESS NOTED OTHERWISE)

EXISTING PVC CONTAINING TELEPHONE LINES

EASEMENT

UTILITY LEGEND

PROP. PGL

EXIST. PGL

~~

PROFILE LEGEND

EXISTING GROUND

EXISTING R.O.W. LT

EXISTING R.O.W. RT

Texas

Department

of Transportation

COUNTY

SCHEMATIC LAYOUT

HOUSTON DISTRICT

FORT BEND

ORIGINAL APPROVED: - -

DATE: - -

REVISED: - -

REVISION(S) APPROVED: - -

SPEED IS 40 MPH

SECTION DESIGN

URBAN CURB & GUTTER

SPEED IS 70 MPH

RURAL ARTERIAL DESIGN

EXISTING TELEPHONE MANHOLE

SHELTER

EXISTING TELEPHONE EQUIPMENT ROOM OR

EXISTING CASING

PROPOSED CASING

PRIVATE WATER WELL

EXISTING TELEPHONE COPPER CABLE

EXISTING WATERLINE

EXISTING GAS UTILITY OR GAS PIPELINE

EXISTING TELEPHONE PULL BOX

W

(UNLESS NOTED OTHERWISE)

EXISTING PVC CONTAINING TELEPHONE LINES

EASEMENT

UTILITY LEGEND

PROP. PGL

EXIST. PGL

~~

PROFILE LEGEND

EXISTING GROUND

EXISTING R.O.W. LT

EXISTING R.O.W. RT

Texas

Department

of Transportation

COUNTY

SCHEMATIC LAYOUT

HOUSTON DISTRICT

FORT BEND

SH36

ORIGINAL APPROVED: - -

DATE: - -

REVISED: - -

REVISION(S) APPROVED: - -

SPEED IS 40 MPH

SECTION DESIGN

URBAN CURB & GUTTER

SPEED IS 70 MPH

RURAL ARTERIAL DESIGN

FROM: FM 2218

TO: FORT BEND COUNTY LINE

SCALE:0 100 200 300 400

LEGEND

SCALE:0 100 200 300 400

MAIN LANES

FRONTAGE ROADS AND RAMPS

TURNAROUNDS

EXISTING RDWY TO BE REMOVED

EXISTING RDWY TO REMAIN

EMBANKMENT

CONTROL OF ACCESS

PROP ROW

EXISTING ROW

000000

0L

0L

BLACK

BLACK

BLACK

BLACK

BLACK

BLACK

GREEN

GREEN

BLUE

BLUE

BLUE

RED

RED

RED

BLUE

RED

ORANGE

ORANGE

TURQUOISE

BROWN

PURPLE

BLACK

LINE WT COLOR CODESYMBOLOGY

5 LT GREEN

ACCESS ROAD

PLANIMETRIC

PROPOSED LANE DIRECTIONAL INDICATOR

EXISTING LANE DIRECTIONAL INDICATOR

DIRECT CONNECTOR

DEPRESSED

FUTURE

RETAINING WALL

STRIPING

OVERHEAD EXPRESSWAY LANES

TEMPORARY CONNECTIONS

5

5

10

9

7

0

6

1

1

3

2

4

0

0

0

0

3

3

2

1

1

0

3

3

3

3

1

1

1

1

0

0

0

0

0

0

0

2

2

6

6

65

7

37

197RDWY. UNDER CONSTRUCTION

TRAFFIC COUNT YEAR (2021) DHV

PURPLE1010

HIGH OCCUPANCY VEHICLE

203RECOMMENDED NOISE ABATEMENT WALL

PLAN LEGEND

MAIN LANES

FRONTAGE ROADS AND RAMPS

TURNAROUNDS

EXISTING RDWY TO BE REMOVED

EXISTING RDWY TO REMAIN

EMBANKMENT

CONTROL OF ACCESS

PROP ROW

EXISTING ROW

000000

0L

0L

BLACK

BLACK

BLACK

BLACK

BLACK

BLACK

GREEN

GREEN

BLUE

BLUE

BLUE

RED

RED

RED

BLUE

RED

ORANGE

ORANGE

TURQUOISE

BROWN

PURPLE

BLACK

LINE WT COLOR CODESYMBOLOGY

5 LT GREEN

ACCESS ROAD

PLANIMETRIC

PROPOSED LANE DIRECTIONAL INDICATOR

EXISTING LANE DIRECTIONAL INDICATOR

DIRECT CONNECTOR

DEPRESSED

FUTURE

RETAINING WALL

STRIPING

OVERHEAD EXPRESSWAY LANES

TEMPORARY CONNECTIONS

5

5

10

9

7

0

6

1

1

3

2

4

0

0

0

0

3

3

2

1

1

0

3

3

3

3

1

1

1

1

0

0

0

0

0

0

0

2

2

6

6

65

7

37

197RDWY. UNDER CONSTRUCTION

TRAFFIC COUNT YEAR (2021) DHV

PURPLE1010

HIGH OCCUPANCY VEHICLE

203RECOMMENDED NOISE ABATEMENT WALL

PLAN LEGEND

NB PROFILE

100 YEAR WATER SURFACE ELEVATION100 YEAR WATER SURFACE ELEVATION

GAS GAS

W W

T T

OH OH

GAS GAS

W W

T T

OH OH

FI

LE

NO.:

CSJ

NO.:

TO:

FR

OM:

DE

SC

RI

PTI

ON:

HI

GH

WA

Y:

AP

PR

OV

AL

DA

TE:

RE

VI

SI

ON

DA

TE:

DA

TE:

SH 36

FM 2218

FO

RT

BE

ND

CO

UN

TY

LI

NE

0187-05-048,

ET

C.

SH36

FROM: FM 2218

TO: FORT BEND COUNTY LINE

FI

LE

NO.:

CSJ

NO.:

TO:

FR

OM:

DE

SC

RI

PTI

ON:

HI

GH

WA

Y:

AP

PR

OV

AL

DA

TE:

RE

VI

SI

ON

DA

TE:

DA

TE:

SH 36

FM 2218

FO

RT

BE

ND

CO

UN

TY

LI

NE

0187-05-048,

ET

C.

SB PROFILE

BRAZORIA COUNTY

FORT BEND C

OUNTY

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

21

2

1

2

1

2

1

2

1

2

1

2

1

2

TL

1

2

1

2

1

2

1

2

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

SG

AS

GA

SG

AS

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OHOHOHOHOH

OH

OH

OH

OH

OH

OH

OH

OH

OH O

H

OH

OH

OH

OH

OH

OH

OH

OH

OH OH OH OH OH OH OH OH OH

OH

OH

OH

OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH OH

T T T T T T T T T T T T T TT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T

T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TT

T

T

T

T

T

T

T

TT

TT

T

T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T

T

TT

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

H-87

22.202

1-1-4

PP

H-88

22.211

TFP

TFP

LP

1-1-5

PP

TFP

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

10’

SHLDR

2-12’

LANES

10’

SHLDR

2-12’

LANES MEDIAN

16’

PROPOSED DITCH

PR

OP.

R.

O.

W.

SCALE: 1"=20’

SHLDR SHLDR

10’10’ 2-12’

LANES

PROPOSED FLUSH MEDIAN SECTION

EXISTING TYPICAL SECTION

LC EXISTING

LC PROP.

PROPOSED DITCH

EXI

ST.

R.

O.

W.

150’ RIGHT-OF-WAY

50’ PROP. RIGHT-OF-WAY 100’ EXIST. RIGHT-OF-WAY

33’ USUAL 33’ USUAL

28’ USUAL28’ USUAL

PROP. PGL

3:1

MA

X

4:1

MA

X

6:1

US

UAL

4:1

MA

X

6:1

US

UAL

3:1

MA

X

S 48° 11’ 03.25" E

PI STATION = 785+33.76

DELTA = 1° 57’ 52.54" (LT)

DEGREE OF CURVE = 0° 29’ 59.87"

TANGENT = 196.49

LENGTH = 392.95

RADIUS = 11,460.00

PC STATION = 783+37.27

PT STATION = 787+30.22

S 50° 08’ 55.79" E

PI STATION = 799+92.20

DELTA = 1° 57’ 52.54" (RT)

DEGREE OF CURVE = 0° 29’ 59.87"

TANGENT = 196.49

LENGTH = 392.95

RADIUS = 11,460.00

PC STATION = 797+95.70

PT STATION = 801+88.65

S 48° 11’ 03.25" E

PI STATION = 837+78.05

DELTA = 2° 08’ 03.41" (RT)

DEGREE OF CURVE = 0° 31’ 58.74"

TANGENT = 200.24

LENGTH = 400.44

RADIUS = 10,750.00

PC STATION = 835+77.81

PT STATION = 839+78.25

S 46° 02’ 59.84" E

PI STATION = 843+15.03

DELTA = 2° 08’ 03.42" (LT)

DEGREE OF CURVE = 0° 31’ 58.74"

TANGENT = 200.24

LENGTH = 400.44

RADIUS = 10,750.00

PC STATION = 841+14.79

PT STATION = 845+15.23

S 48° 11’ 03.26" E

PI STATION = 868+61.66

DELTA = 2° 35’ 12.60" (LT)

DEGREE OF CURVE = 0° 31’ 58.74"

TANGENT = 242.72

LENGTH = 485.35

RADIUS = 10,750.00

PC STATION = 866+18.95

PT STATION = 871+04.29

S 50° 46’ 15.87" E

PI STATION = 885+23.30

DELTA = 2° 35’ 12.62" (RT)

DEGREE OF CURVE = 0° 29’ 59.87"

TANGENT = 258.75

LENGTH = 517.41

RADIUS = 11,460.00

PC STATION = 882+64.56

PT STATION = 887+81.96

S 48° 11’ 03.25" E

PI STATION = 976+64.28

DELTA = 19° 08’ 49.71" (RT)

DEGREE OF CURVE = 0° 59’ 16.29"

TANGENT = 978.24

LENGTH = 1,938.25

RADIUS = 5,800.00

PC STATION = 966+86.04

PT STATION = 986+24.29

S 29° 02’ 13.54" E

750+00 755+00 760+00 765+00 770+00 775+00 780+00

PC 783

+37.27

785+00

PT 787

+30.22

790+00795+00 P

C 797

+95.70

800+00

PT 801

+88.65

805+00 810+00 815+00 820+00 825+00 830+00 835+00

PC 835

+77.81

PT 839

+78.25

840+00

PC 841

+14.79

845+00

PT 845

+15.23

850+00 855+00 860+00 865+00

PC 866

+18.95

870+00

PT 871

+04.29

875+00

880+00 PC 882

+64.56

885+00

PT 887

+81.96

890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00

PC 966

+86.04

970+00

975+00

980+00

985+00

PT 986

+24.29

990+00

PO

T 992

+43.50

STA = 790+00.00

EL = 82.17’

(-)0.1347 %

STA = 774+60.64

EL = 84.24’

(+)0.0015 % (-)0.1347 %

STA = 792+50.00

EL = 82.17’

(+)0.0000 %

STA = 795+00.00

EL = 81.33’

(-)0.3347 % (-)0.6127 %

STA = 800+00.00

EL = 78.27’

(-)0.6127 % (+)0.0000 %

L = 210.00’

K = 343

ex = 0.16’

STA = 830+00.00

EL = 78.27’

(+)0.0000 % (-)0.2157 %

STA = 842+70.00

EL = 75.53’

(-)0.2157 % (+)0.0000 %

STA = 884+15.00

EL = 75.53’

(+)0.0000 % (-)0.1044 %

STA = 901+10.00

EL = 73.76’

(-)0.1044 % (-)0.2283 %

STA = 911+83.11

EL = 71.31’

(-)0.2283 % (-)0.0285 %

STA = 920+00.00

EL = 71.08’

(-)0.0285 % (+)0.0000 %

STA = 975+00.00

EL = 71.08’

(+)0.0000 % (+)0.1380 %

STA = 985+00.00

EL = 72.46’

(+)0.1380 % (+)0.2800 %

STA = 990+00.00

EL = 73.86’

(+)0.2800 % (+)0.6840 %

STA = 774+60.64

EL = 84.24’

(+)0.0015 % (-)0.1347 %

STA = 792+50.00

EL = 82.17’

(+)0.0000 %

STA = 795+00.00

EL = 81.33’

(-)0.3347 % (-)0.6127 %

STA = 800+00.00

EL = 78.27’

(-)0.6127 % (+)0.0000 %

L = 210.00’

K = 343

ex = 0.16’

STA = 830+00.00

EL = 78.27’

(+)0.0000 % (-)0.2157 %

STA = 842+70.00

EL = 75.53’

(-)0.2157 % (+)0.0000 %

STA = 884+15.00

EL = 75.53’

(+)0.0000 % (-)0.1044 %

STA = 901+10.00

EL = 73.76’

(-)0.1044 % (-)0.2283 %

STA = 911+83.11

EL = 71.31’

(-)0.2283 % (-)0.0285 %

STA = 920+00.00

EL = 71.08’

(-)0.0285 % (+)0.0000 %

STA = 975+00.00

EL = 71.08’

(+)0.0000 % (+)0.1380 %

STA = 985+00.00

EL = 72.46’

(+)0.1380 % (+)0.2800 %

STA = 990+00.00

EL = 73.86’

(+)0.2800 % (+)0.6840 %

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

SCALE: 1"=20’

SHLDR SHLDR

10’10’ 2-12’

LANES

PROPOSED FLUSH MEDIAN SECTION

EXISTING TYPICAL SECTION

LC EXISTING

10’

SHLDR

2-12’

LANES

10’

SHLDR

2-12’

LANES MEDIAN

16’

PROPOSED DITCH

PR

OP.

R.

O.

W.

LC PROP.

PROPOSED DITCH

EXI

ST.

R.

O.

W.

150’ RIGHT-OF-WAY

50’ PROP. RIGHT-OF-WAY100’ EXIST. RIGHT-OF-WAY

33’ USUAL 33’ USUAL

28’ USUAL 28’ USUAL

4:1

MA

X

6:1

US

UAL

4:1

MA

X

6:1

US

UAL

3:1

MA

X

3:1

MA

X

PROP. PGL

100’ RIGHT-OF-WAY

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

SHLDR SHLDR

10’10’ 2-12’

LANES

EXISTING TYPICAL SECTION

LC EXISTING

28’ USUAL 28’ USUAL


ci9o;11 t 0/'0 k ~~ {(,..t

ci9o;11 t 0/'0 k ~~ {(,..t

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