1
8' VARIES L A I N E D S S E C C A L A I N E D S S E C C A P r o p o s e d E a s e me n t 26 2 7 s q .f t . L o t25 B l o c k 1 L o t26 B l o c k 1 L o t2 7 B l o c k 1 - r e c o r d o wn e r- Py a r a liH. Hi r a n i L o t2 5 a n d p a r to f L o t s 2 6 a n d 27 Vo l . 5 634 , Pg . 264 ( 0 . 28 7 a c . -39 0 7 / 5 4 ) J oh n F .E tt l e A dd i t i o n No .2 V o l .9 8 , P g .62 7 c o n c r e t e s l a b ( s t o r e r a z e d ) 428 N Co u lt e r - r e c o r d o wn e r- Ca s h D.Re e d a n d wi f e , Co nn i e G.Re e d 0 . 41 3 ac r e s Vo l . 3 43 6 , Pg . 293 h o u s e 15 05 E WJ B P k wy L o t1 B l o c k 1 L o t3 B l o c k 1 R e v i s e d P l a to f We l c h ' s A dd i t i on V o l . 121 ,P g .511 P r opo s e d E a s e me n t 86 8 s q . f t . - r e c o r d o wn e r- T i mo t h yL . Ra wli n g s No r t h 1 45 'o fL o t1 Vo l . 9 0 2 0 , Pg .142 L o t2 B l o c k 4 h o u s e 1 52 5 E WJ B P k wy P r o p o s e d E a s e me n t 1 00 8 s q . f t . L o t1 B l o c k 4 R e v i s e d P l a to f We l c h ' s A dd it i on V o l .1 2 1 ,P g .51 1 - r e c o r d o wn e r- Me l b a An n Ca r r ol , J o e lRa y T ubb s a n d Be t t yL o u T ubb s Lot 2 Vo l . 449 , Pg . 872 h o u s e 1541 E WJ B P k wy P r o p o s e d 10 'E a s e me n t 8 02 s q .f t . P r opo s e d 10 'E a s e me n t 8 48 s q .f t . L o t3 B l o c k 4 L o t4 B l o c k 4 - r e c o r d o wn e r- Re v a C. Ha n c o c k No r t h 1 / 2 o fL o t3 Vo l . 11 0 94 ,Pg .12 h o u s e 1557 E WJ B P k wy R e v i s e d P l a to f We l c h ' s A d d iti o n V o l .121 , P g . 51 1 h o u s e 1565 E WJ B P k wy P r opo s e d 1 0 'E a s e me n t 125 8 s q .f t . - r e c o r d o wn e r- J .Co l e Po t t e ra nd s p ou s e ,Br e n d a A. Po tt e r 0 . 72 a c r e Vo l .3 60 0 ,Pg . 78 L o t1 B l o c k 2 Mi r ac l e P l a c e S ubd i v i s i o n V o l . 3 176 , P g .2 9 9 L o t1 B l o c k 2 Nal h i l lS ub -d i v i s i o n V o l .126 , P g .6 4 1 J ul y St r eet 50' r i ght -of-way Mes a Dr i v e ( pr i v at e) 24' r i ght -of -way R e s e r v e d C o mme r c i a l 1 2 , 035 s q . f t .t r ac t B l o c k 2 L o t9 B l o c k 1 L o t10 B l o c k 1 L o t11 B l o c k 1 L o t12 B l o c k 1 L o t13 B l o c k 1 - r ec o r d o wn e r- Pea r lRe ms t e d t( L i f e E s t a t e ) (r e m. o f)L o t13 a nd 20 'o fL o t12 Vo l . 3 297 ,Pg . 16 0 R o s e HilA d d i ti on V o l .3 8 ,P g .3 6 0 1 72 3 E WJ B P k wy P r opo s e d 1 0 'E a s e me n t 6 7 7 s q .f t . L o t1 B l o c k 2 L o t2 B l o c k 2 R o s e Hi llA d d iti o n V o l . 38 , P g .3 60 ( F . M. 158 - f o r me r l y N alL a n e ) 90 'r i g h t -o f -wa y Wi l i a m J o e lB r y a n P a r k w a y o l d Na l lL a n e R. O. W.l i n e = Ro s e Hil lAdd n .b o u n d a r y - r e c o r d o wn e r- Ar t u r e A. L o p ez a n d wi f e , Be a t r i c e G.L o p ez 0 . 51 ac r e Vo l .1 0 48 , Pg . 8 9 P r op o s e d 10 'E a s e me n t 10 5 0 s q .f t . 1719 E WJ B P k wy - r e c o r d o wn e r- Pa t r i c k J .Ka s p e r a nd Ba r b a r a B.Ka s p e r r e m.o f45 'o fL o t11 a n d 3 0 'o fL o t12 Vo l . 1 2 67 , Pg .1 14 P r opo s e d 1 0 'E a s e me n t 7 5 0 s q .f t . - r e c o r d o wn e r- Da v i d I . Bon il a r e m. o fRe s e r v e Co mme r c i a l T r a c t( i n Bl o c k 2 ) Vo l . 1 0 53 1 , Pg .1 1 P r op o s e d 10 'E a s e me n t 741 s q .f t . 1 709 E WJ B P k wy S i ms A dd iti o n V o l .304 , P g . 6 59 171 5 E WJ B P k wy L o t2 B l o c k 2 L o t1 B l o c k 2 h o u s e 1 6 05 E WJ B P k wy - r e c o r d o wn e r- Ch a r l e s E .S onn t a g I V a n d Pa t r i c i a S o n n t a g r e m. o fL o t s 1 , 2 & 3 Vo l . 1 2 596 ,Pg .290 Emm et t St r eet 50' r i ght -of -way P r opo s e d 10 'E a s e me n t 1 1 83 s q .f t . ( F . M. 1 58 - f o r me r l y N a l lL a n e ) 9 0 'r i g h t -o f -wa y Wi l i a m J o e lB r y a n P a r k w a y o l d Na l lL a n e R. O. W.l i n e = Na l l h i l lS u bd .b ou n d a r y P r opo s e d E a s e me n t 1 231 s q . f t . - r e c o r d o wn e r- Ne w Pr a i s e a nd Wo r s h i p Ce n t e ro fBr y a n ,T e x a s 0 . 419 a c r e Vo l . 10 3 7 2 ,Pg .8 R e s e r v e d C o mme r c i a l 1 1 , 8 7 7 s q . f t .t r ac t B l o c k 1 1 70 1 E WJ B P k wy e x i s ti n g 50 s q . f t . E l e c t r i c a lE a s e me n t vo l . 2 916 ,pg .321 523 N Co u lt e rDr . 2 -s t o r y h o u s e Vo l . 9 7 1 4 , Pg . 197 p a r to fL o t s 3 & 4 r e m.o f0 . 250 9 ac . Ro s e Ma r i e Ve s s e l s - r e c o r d o wn e r- Vo l .4981 , Pg . 163 p a r to fL o t s 3 , 4 , 5 & 6 1 . 2 3 ac r e s S t .J o s e p h Re g i o n a lHe a l t h Ce n t e r - r e c o r d o wn e r- V o l .36 ,P g .5 R ohd e ' s A dd iti on B l o c k D 5 1 9 N Co u l t e rDr . h o u s e Vo l . 11 1 5 5 , Pg .202 p a r to fL o t s 5 & 6 a n d L i s a A.Gi b s o n Wil l i a m L e wi s Gi b s o n - r e c o r d o wn e r- 15 30 E WJ B P k wy o f f i c e bu i l d i ng Vo l .4 9 8 1 ,Pg . 1 6 3 p a r to fL o t s 3 , 4 ,5 & 6 1 . 23 ac r e s S t . J o s e p h Re g i on a lHe a lt h Ce n t e r - r ec o r d o wn e r- 5 15 N Co u l t e rDr . h o u s e d e s c r i b e d i n Vo l . 128 ,Pg .249 p a r to fL o t s 1 & 2 ( i nh e r i t e d f r o m Wr i g h te s t a t e ) Ch a r l e s W.S i e g e r te s t a t e - r e c o r d o wn e r- V o l . 36 ,P g . 5 R o h d e ' s A d d i ti o n B l o c k F Vo l .1134 4 ,Pg . 2 68 Br i d g e tK.L e g e S t e p h e n M.L e g e a n d s e e Co n t r a c tf o rDee d t o : Vo l .1 1 083 ,Pg .118 p a r to fL o t s 1 & 2 Br i n ca l ca d e , L t d . - r e c o r d o wn e r- 5 07 N Co u l t e rDr . h ou s e 50 5 N Co u l t e rDr . h o u s e Vo l .6597 ,Pg .1 26 Ol e g a r i o S a n c h ez s e e Co n t r a c tf o rDe e d t o : Vo l . 4 612 , Pg .169 p a r to fL o t s 1 & 2 J ohn Bo e gn e r - r e c o r d o wn e r- 501 N Co u l t e rDr . h o u s e Vo l . 143 2 8 , Pg .106 p a r to fL o t s 1 & 2 ca l l e d 0 . 19 8 a c . Ka non Ch u r c h , I n c . - r e c o r d o wn e r- V o l .36 , P g .5 R ohd e ' s A d d iti on B l o c k F Vo l . 6 1 30 ,Pg .70 p a r to fL o t s 6 ,7 & 8 0 . 919 ac . Ka non Bi b l e Chu r c h ,I n c . - r ec o r d o wn e r- Vo l . 916,Pg .242 L o t s 1,2 & 3 Ci t yo fBr y a n - r e c o r d o wn e r- POT 58+00.00 PC 64+01.80 PT 64+61.11 PC 71+35.17 PT 72+20.51 PC 72+63.88 PT 75+59.18 PC 76+09.18 PT 79+15.44 PC 94+62.63 PT 98+94.08 POT 101+52.61 POT 23+00.00 PC 23+19.41 PT 23+68.65 PC 23+93.65 PT 24+99.47 PC 25+63.25 PRC 26+56.42 PRC 27+13.45 PRC 28+08.45 PT 30+08.01 PC 39+47.02 PT 40+12.14 PC 44+63.07 P T 5 0 + 3 0 . 2 0 P C 5 2 + 09 . 9 1 PRC 53+54.06 P R C 53 + 9 5 . 93 PC 55+79.58 PT 56+44.22 PC 56+69.22 PT 57+69.43 POT 57+80.00 POT 123+00.00 PC 123+19.41 PT 123+76.80 PC 124+01.80 PT 124+94.31 PC 125+49.80 PRC 126+49. 52 PRC 126+88.21 PT 127+90.76 PC 130+80.03 PT 134+41.35 PC 142+46.81 PT 143+29.57 PC 149+46.27 PRC 150+57.37 PT 151+43.98 PC 152+13.56 PRC 152+59.39 PT 153+89.01 PC 154+78.07 PT 156+18.49 POT 156+53.22 POT 0+00.00 PC 8+84.93 PT 9+88.06 PC 10+06.34 PT 11+09.47 PC 16+66.54 PT 17+94.11 PC 19+69.02 PT 20+97.47 POT 22+80.00 P T 54 + 93 . 57 P O T 2 00 + 0 0 . 0 0 200+00 P C 2 00 + 96 . 1 8 20 5 + 00 PT 205+72.51 PC 205+97.51 PT 209+48.54 POT 209+74.93 5 + 00 10 + 00 15 + 00 20 + 00 125 + 00 25 + 00 130+00 1 35 + 0 0 1 40 + 0 0 1 45 + 0 0 1 5 0 + 0 0 30 + 00 35 + 0 0 40 + 00 4 5 + 00 50+00 55 + 00 155 + 0 0 6 0 + 0 0 65 + 00 70 + 00 75 + 00 80 + 00 85 + 00 90 + 00 95 + 0 0 10 0 + 00 1 . 2 UNI O N Oak Grove 1 . 3 0 . 2 1 . 3 1 . 4 0 . 9 2 . 1 0 . 3 LI M I T C I T Y BRYAN S T A T I O N LI M I T P A C I F I C R A I LR OAD 1 . 7 2 . 5 1 . 6 2 . 1 1 . 1 0 . 8 L a k e F e a t h e r Fin 1 . 9 Cr ee k Sti l l B UR T O N CARTERS C RE E K Cem O a k w o od Park H e n d e r s o n Bonham Park Park T a ng l e w ood Park Ross Sul C e m e t e r y M t C a l v a r y C e m e t e r y G r a ndv i e w C e m e t e r y B r y a nC it y A c a d e m y Allen T ho m a s P a r k Sadie Park Travis G o l f C ou r s e B r y a nM un i c i p a l C e m e t e r y B oonv ill e Pk Pk Park County B r az o s Club Lake Country TxDOT P a r kC e m M e m o r i a l Da t e : T e xa s De p a r t m e n t o f T r a n s po r t a ti on R Da t e : LOCATION PROJECT Texas Department of Transportation DISCLAIMER R T e xa s De p a r t m e n t o f T r a n s po r t a ti on VICINITY MAP R 5 / 30 / 2019 COUNTY BRAZOS TEXAS COUNTY MAP N.T.S. BRYAN DISTRICT 5/30/2019 5 / 30 / 2019 60 FARM ROAD BRAZOS COUNTY PRELIMINARY DESIGN SCHEMATIC TxDOT. DECEMBER 16, 2014, AND EXECUTED BY FHWA AND MEMORANDUM OF UNDERSTANDING DATED TxDOT PURSUANT TO 23 U.S.C. 327 AND A ARE BEING, OR HAVE BEEN, CARRIED-OUT BY FEDERAL ENVIRONMENTAL LAWS FOR THIS PROJECT OTHER ACTIONS REQUIRED BY APPLICABLE THE ENVIRONMENTAL REVIEW, CONSULTATION, AND RELATIVE LOCATION OF BOUNDARIES. SURVEY AND REPRESENTS ONLY THE APPROXIMATE IT DOES NOT REPRESENT AN ON-THE-GROUND SURVEY PURPOSES. AND IS NOT PREPARED FOR ENGINEERING OR THIS DOCUMENT IS FOR INFORMATIONAL PURPOSES FILE: T:\0170000439_FM_158\CADD\Drawings\FM158 - Schematic_01.dgn 0 3000 6000 158 FARM ROAD BUS 6 6 1179 FARM ROAD 2818 FARM ROAD 21 STA. 0+30 CSJ: 0212-03-050 BEGIN PROJECT F M 158 C S J : 0212 - 03 - 050 FM 158 - OTHER PRINCIPAL ARTERIAL FUNCTIONAL CLASS: FM 158 - URBAN STREET HIGHWAY TYPE: DESIGN SPEED: TO: FROM: CSJ: 0212-03-050 FM 158 IMPROVEMENT SCHEMATIC TOTAL PROJECT LENGTH: 2.5 MILES F M 158 C S J : 0212 - 03 - 050 SH 6 BUSINESS (N TEXAS AVE) STA. 100+32 CSJ: 0212-03-050 END PROJECT N NOT A BIDDING DOCUMENT 100% SUBMITTAL 2037 ADT = 46,800 VEH/DAY 2017 ADT = 36,557 VEH/DAY FM 158 - VILLA MARIA RD TO SH6 SB FR: 2037 ADT = 17,980 VEH/DAY 2017 ADT = 12,840 VEH/DAY FM 158 - SH6 BUS TO E VILLA MARIA RD: TRAFFIC DATA: 35 MPH TO SH 6 SB FRONTAGE ROAD: FM 158 FROM E VILLA MARIA RD 30 MPH TO E VILLA MARIA RD: FM 158 FROM SH 6 BUSINESS (N TEXAS AVE) SH 6 SB FRONTAGE ROAD DATE: ROLL 1 OF 1 PREPARED BY BINKLEY & BARFIELD INC LICENSE NO. 97419 BRANDON M. BOATCALLIE, P.E. TRAVEL LANE EXIST ROW EXIST ROW VARIES VARIES 63' BC-BC TRAVEL LANE TRAVEL LANE TRAVEL LANE TURN LANE TRAVEL LANE EXIST ROW EXIST ROW VARIES VARIES 63' BC-BC TRAVEL LANE TRAVEL LANE TRAVEL LANE TURN LANE TRAVEL LANE EXIST ROW EXIST ROW VARIES VARIES 63' BC-BC TRAVEL LANE TRAVEL LANE TRAVEL LANE MEDIAN EXIST ROW 33' BC-BC TRAVEL LANE TRAVEL LANE PARKING TRAVEL LANE EXIST ROW EXIST ROW TRAVEL LANE TRAVEL LANE TRAVEL LANE TURN LANE TRAVEL LANE EXIST ROW EXIST ROW TRAVEL LANE TRAVEL LANE TRAVEL LANE TURN LANE TRAVEL LANE EXIST ROW EXIST ROW TRAVEL LANE TRAVEL LANE TRAVEL LANE TURN LANE TURN LANE TRAVEL LANE EXIST ROW EXIST ROW TRAVEL LANE TRAVEL LANE TRAVEL LANE TURN LANE TRAVEL LANE EXIST ROW EXIST ROW VARIES SIDEWALK TRAVEL LANE TRAVEL LANE TRAVEL LANE MEDIAN VARIES TURN LANE TRAVEL LANE EXIST ROW EXIST ROW VARIES VARIES TY II C&G TY II C&G 64' BC-BC SIDEWALK TRAVEL LANE TRAVEL LANE TRAVEL LANE TURN LANE 6' 2' 12' 12' 12' 12' 12' 2' 6' SIDEWALK [ N TEXAS AVE N TEXAS AVE EXISTING TYPICAL SECTION SIDEWALK EXIST ROW EXIST ROW TRAVEL LANE TRAVEL LANE [ N COULTER DR N COULTER DR EXISTING TYPICAL SECTION 6' 14' 14' 6' BIKE LANE BIKE LANE 40' BC-BC TRAVEL LANE EXIST ROW EXIST ROW TY II C&G TY II C&G TRAVEL LANE TRAVEL LANE TRAVEL LANE TURN LANE [ E VILLA MARIA RD E VILLA MARIA RD EXISTING TYPICAL SECTION 60' BC-BC TRAVEL LANE EXIST ROW EXIST ROW SIDEWALK TURN LANE SIDEWALK [ NASH DR NASH DR EXISTING TYPICAL SECTION MEDIAN TURN LANE TURN LANE 6' 6' EXIST ROW EXIST ROW TRAVEL LANE TRAVEL LANE SHOULDER SIDEWALK TY II C&G TY II C&G 2' 12' 12' 10' 2' 10' 2' 14' 2' 66' BC-BC TY II C&G TY II C&G FM 158 EXISTING TYPICAL SECTION FM 158 EXISTING TYPICAL SECTION FM 158 EXISTING TYPICAL SECTION FM 158 EXISTING TYPICAL SECTION FM 158 EXISTING TYPICAL SECTION FM 158 EXISTING TYPICAL SECTION FM 158 EXISTING TYPICAL SECTION FM 158 EXISTING TYPICAL SECTION FM 158 EXISTING TYPICAL SECTION TRAVEL LANE EXIST ROW VARIES VARIES SIDEWALK TRAVEL LANE TRAVEL LANE TRAVEL LANE BUFFER SHARED USE PATH FM 158 PROPOSED TYPICAL SECTION TURN LANE MEDIAN FM 158 PROPOSED TYPICAL SECTION EXIST ROW EXIST ROW EXIST ROW TRAVEL LANE TRAVEL LANE SIDEWALK SHARED USE PATH TRAVEL LANE EXIST ROW VARIES VARIES TRAVEL LANE TRAVEL LANE TRAVEL LANE SHARED USE PATH FM 158 PROPOSED TYPICAL SECTION MEDIAN 90' R.O.W. SIDEWALK EXIST ROW TRAVEL LANE EXIST ROW VARIES VARIES SIDEWALK TRAVEL LANE TRAVEL LANE TRAVEL LANE SHARED USE PATH FM 158 PROPOSED TYPICAL SECTION MEDIAN EXIST ROW 90' R.O.W. 51' BC-BC TRAVEL LANE VARIES VARIES SIDEWALK TRAVEL LANE TRAVEL LANE TRAVEL LANE BUFFER BUFFER BUFFER BUFFER SHARED USE PATH FM 158 PROPOSED TYPICAL SECTION MEDIAN TURN LANE EXIST ROW EXIST ROW 1' 90' R.O.W. 65' BC-BC WB FM 158 PROPOSED TYPICAL SECTION EB FM 158 PROPOSED TYPICAL SECTION EXIST ROW EXIST ROW TRAVEL LANE TRAVEL LANE SHARED USE PATH 80' R.O.W. BUFFER BUFFER BUFFER TRAVEL LANE EXIST ROW VARIES VARIES SIDEWALK TRAVEL LANE TRAVEL LANE TRAVEL LANE BUFFER SHARED USE PATH MEDIAN EXIST ROW BUFFER BUFFER BUFFER 100' R.O.W. TRAVEL LANE EXIST ROW VARIES VARIES TRAVEL LANE TRAVEL LANE TRAVEL LANE BUFFER SHARED USE PATH FM 158 PROPOSED TYPICAL SECTION BUFFER SIDEWALK EXIST ROW 100' R.O.W. BUFFER BUFFER TRAVEL LANE EXIST ROW VARIES VARIES TRAVEL LANE TRAVEL LANE TRAVEL LANE BUFFER SHARED USE PATH FM 158 PROPOSED TYPICAL SECTION MEDIAN BUFFER SIDEWALK EXIST ROW BUFFER BUFFER TURN LANE VARIES FM 158 PROPOSED TYPICAL SECTION TRAVEL LANE TURN LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE VARIES MEDIAN EXIST ROW 100' R.O.W. EXIST ROW 61' BC-BC EXIST ROW EXIST ROW VARIES FM 158 PROPOSED TYPICAL SECTION TRAVEL LANE TURN LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE VARIES 100' R.O.W. MEDIAN * VARIES VARIES EXIST ROW VARIES TRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE VARIES 100' R.O.W. FM 158 PROPOSED TYPICAL SECTION MEDIAN TURN LANE TURN LANE EXIST ROW 23' BC-BC 23' BC-BC 65' BC-BC 61' BC-BC 61' BC-BC 100' R.O.W. SIDEWALK SIDEWALK SIDEWALK (BAKER TO PARK) SIDEWALK SIDEWALK EB FM 158 EXISTING TYPICAL SECTION WB FM 158 EXISTING TYPICAL SECTION VARIES SIDEWALK SIDEWALK (FREEMAN TO DILLON) VARIES VARIES 90' R.O.W. SIDEWALK SIDEWALK (DILLON TO VILLA MARIA) VARIES VARIES SIDEWALK SIDEWALK 100' R.O.W. VARIES VARIES SIDEWALK SIDEWALK VARIES VARIES 100' R.O.W. SIDEWALK 80' R.O.W. 60' R.O.W. 100' R.O.W. 4' 3' 2' 11' 11' 12' 11' 11' 2' 6' 4' SIDEWALK SIDEWALK SIDEWALK EXIST ROW TY II C&G (TYP) TY II C&G (TYP) TY II C&G (TYP) TY II C&G (TYP) TY II C&G (TYP) TY II C&G (TYP) TY II C&G (TYP) TY II C&G (TYP) TY II C&G (TYP) (TEXAS TO N HOUSTON) (N HOUSTON TO BAKER) (THRU PARK TO FREEMAN) (VILLA MARIA TO LONG) BUFFER BUFFER BUFFER BUFFER BUFFER BUFFER BUFFER BUFFER BUFFER BUFFER BUFFER BUFFER BUFFER BUFFER BUFFER BUFFER 1' 12' 12' 12' 12' 12' 1' 14' 6' 4' 4' 1' 12' 12' 12' 12' 12' 1' 4' BUFFER BUFFER 4' 1' 12' 12' 1' 10' 1' 12' 12' 1' 4' 4' 8' 11' 11' 2' 4' EXIST ROW 33' BC-BC TRAVEL LANE TRAVEL LANE PARKING VARIES SIDEWALK SIDEWALK EXIST ROW BUFFER 4' 8' 11' 11' 2' TY II C&G (TYP) 4'-6' VARIES 63' BC-BC 4' 1' 12' 12' 12' 12' 12' 1' 4' TRAVEL LANE EXIST ROW EXIST ROW TRAVEL LANE TRAVEL LANE TRAVEL LANE TURN LANE VARIES VARIES 90' R.O.W. SIDEWALK SIDEWALK TY II C&G (TYP) BUFFER BUFFER 63' BC-BC 4' 1' 12' 12' 12' 12' 12' 1' 4' 64' BC-BC 4' VARIES 80'-100' R.O.W. 1.5' 12' 12' 12' 12' 12' 1.5' 76' BC-BC 1.5' 12' 12' 12' 12' 12' 12' 1.5' 6' VARIES 4' VARIES 64' BC-BC 4'-6' 5'-3' VARIES VARIES 4' 5' VARIES 64'-91' BC-BC BUFFER 6' 4' VARIES STA 0+30 TO STA 3+35 STA 3+35 TO STA 22+80 100' R.O.W. STA 23+00 TO STA 25+40 STA 25+40 TO STA 57+80 STA 125+40 TO STA 156+50 STA 58+00 TO STA 66+85 STA 66+85 TO STA 70+30 STA 70+30 TO STA 74+70 STA 74+70 TO STA 78+60 STA 78+60 TO STA 98+54 [ FM 158 W [ FM 158 W [ FM 158 W 8' 6' VARIES 85'-100' R.O.W. VARIES 51'-65' BC-BC VARIES 47'-70' R.O.W. VARIES 54'-70' R.O.W. VARIES 100'-140' R.O.W. 8' VARIES 0'-6' 8' VARIES 0'-6' 8' VARIES 0'-6' VAR 8' 0'-3' | FM 158 N 6' VARIES 0'-6' | FM 158 S VARIES 10' [ FM 158 E 6' VARIES [ FM 158 E [ FM 158 E 1' 11' 11' VARIES 0'-12' 1' -4' 15' 1' 11' 11' 6' VARIES 0'-16' 10' VARIES VAR 6' 3'-6' [ FM 158 E [ FM 158 E VARIES 65'-77' BC-BC TURN LANE TURN LANE 6' 10' TURN LANE [ FM 158 E [ FM 158 E VARIES 81'-90' BC-BC 6' 10' [ FM 158 W [ FM 158 W [ FM 158 W | FM 158 N | FM 158 S [ FM 158 E [ FM 158 E [ FM 158 E [ FM 158 E [ FM 158 E [ FM 158 E VARIES 54' TO 70' R.O.W. VARIES 47'-70' R.O.W. VARIES 100'-140' R.O.W. 10' 6' 6' VARIES SIDEWALK 0'-6' 0'-6' STA 0+30 TO STA 6+69.18 STA 13+21.59 TO STA 16+45.63 0'-6' STA 66+77.02 TO STA 70+34.53 EB FM 158 PROPOSED TYPICAL SECTION TRAVEL LANE TRAVEL LANE VARIES | FM 158 S 0'-20' VARIES STA 127+90.76 TO STA 149+46.27 STA 125+28.34 TO STA 127+90.76 STA 149+46.27 TO STA 154+09.60 TRAVEL LANE TRAVEL LANE SIDEWALK WB FM 158 PROPOSED TYPICAL SECTION VARIES | FM 158 N 6' VARIES 0'-6' VARIES STA 25+40.71 TO STA 28+80.45 10' VARIES 0'-6' STA 28+80.45 TO STA 52+09.91 STA 52+09.91 TO STA 55+14.88 1' 11' 11' 1' 4' 1' 12' 11' 11' 1' EXIST ROW EXIST ROW TRAVEL LANE TRAVEL LANE SHOULDER TRAVEL LANE BUFFER 42-30' BC-EOP EXIST ROW EXIST ROW TRAVEL LANE TRAVEL LANE SHOULDER BUFFER 42-30' BC-EOP BUFFER BUFFER MEDIAN TRAVEL LANE 15' R.O.W. VARIES R.O.W. VARIES 4' VARIES 12'-0' 12' 12' 2' STA 200+38.90 TO STA 202+09.30 STA 202+09.30 TO STA 209+74.93 2' 2' FM 158 W - STA 16+45.63 TO STA 22+80.00 FM 158 W - STA 6+69.18 TO STA 13+21.59 PGL RT, FM 158 S - STA 123+00.00 TO STA 125+28.34 PGL LT, FM 158 N - STA 23+00.00 TO STA 25+40.71 FM 158 E - STA 58+00.00 TO STA 64+87.52 PGL RT, FM 158 S - STA 154+09.60 TO STA 156+53.22 PGL LT, FM 158 N - STA 55+14.88 TO STA 57+80.00 STA 64+87.42 TO STA 66+77.02 STA 70+34.53 TO STA 74+71.54 STA 74+71.54 TO STA 78+22.26 STA 78+22.26 TO STA 81+92.84 STA 81+92.84 TO STA 89+88.97 STA 89+88.97 TO STA 91+06.26 STA 91+06.26 TO STA 95+05.95 STA 95+05.95 TO STA 99+57.95 (THRU PARK TO FREEMAN) (LONG TO 78+60) 1.5' 12' 12' 12' 27' 12' 12' 1.5' 1.5' 12' 12' 12-27' 12' 12' 1.5' STA 98+54 TO END R.O.W. VARIES STA 200+38.90 TO STA 209+74.93 4' 11' 11' 2' 6' 28.5' BC-EOP R.O.W. VARIES PATH SIDEWALK/ 6'-10' VARIES 6'-4.5' 10' VARIES 4.5'-0' 6' VARIES 6'-0' 10' VARIES 0'-12' 16'-6' 10' VARIES 0'-6' VARIES 6' 4'-6' TY II C&G (MOD)(TYP) 4' 12' 12' 1' 2' 1' 12' 1' 1' 11' 12' 11' 1' VARIES 20'-29' 1' 11' 11' 1' 6' 2'-6' 0'-1' 0'-1' MEDIAN MEDIAN BUFFER BUFFER HOODED LEFT 81' BC-BC 6' 2'-6' 1' 11' 12' 11' 1' 0'-4' 0'-10' 20'-4' 1' 11' 11' 1' 1' 0-11' 11'-12' 11' 1' 4'-12' VARIES 1' 12-0' 11' 11' 1' SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK EXIST [ SH 6 SB FRONTAGE RD SH 6 SB FRONTAGE RD EXISTING TYPICAL SECTION | SH 6 SB FRONTAGE RD SH 6 SB FRONTAGE RD PROPOSED TYPICAL SECTION | SH 6 SB FRONTAGE RD SH 6 SB FRONTAGE RD PROPOSED TYPICAL SECTION 11' 11' 11' 11' 11' 11' VARIES 0'-12' 4' 12' 11' 11' 11' 11' VARIES 4'-16' 12' 11' 11' 11' 11' 16'-4' VARIES 12' 11' 11' VARIES 12'-14' VARIES 12'-14' VARIES 12'-14' VARIES 12'-14' 11' 11' 6-23' 11' 11' VARIES 11'-12' VARIES 11'-12' VARIES 6'-15' VARIES 11'-12' VARIES 11'-12' TY II C&G (MOD)(TYP) TY II C&G (MOD)(TYP) TY II C&G (MOD)(TYP) TY II C&G (MOD)(TYP) TY II C&G (MOD)(TYP) TY II C&G (MOD)(TYP) TY II C&G (MOD)(TYP) TY II C&G (MOD)(TYP) TY II C&G (MOD)(TYP) TY II C&G (MOD)(TYP) TY II C&G (MOD)(TYP) TY II C&G (MOD)(TYP) TY II C&G (MOD)(TYP) TY II C&G (MOD)(TYP) 371.50 369.94 368.73 367.29 365.67 364.16 362.40 360.78 359.18 357.25 355.20 353.27 350.99 348.58 346.84 345.19 343.91 342.61 341.47 340.66 339.38 338.16 STA = 1+60.00 EL = 370.53' ( - ) 1 . 8000 % ( - ) 1 . 2 500 % STA = 3+85.00 EL = 367.72' ( - ) 1 . 2 50 0 % ( -) 1 . 60 0 0 % STA = 8+50.00 EL = 360.28' (- ) 1 . 60 0 0 % (-) 1 . 9 5 0 0 % STA = 11+60.00 EL = 354.23' (-) 1 . 950 0 % (-) 2 . 35 0 0 % STA = 13+85.00 EL = 348.94' ( - ) 2 . 3 500 % (- ) 1 . 5500 % STA = 17+55.00 EL = 343.21' ( -) 1 . 5500 % ( - ) 1 . 0 0 00 % STA = 20+55.00 EL = 340.21' ( -) 1 . 0000 % ( -) 1 . 5 5 00 % 371.61 370.03 368.78 367.48 365.88 364.28 362.68 361.08 359.30 357.35 355.40 353.29 350.94 348.71 347.16 345.61 344.06 342.76 341.76 340.76 339.51 337.96 336.14 335.47 334.11 333.62 333.60 334.16 335.04 334.78 334.13 333.07 332.43 331.99 332.51 333.20 334.68 335.97 337.14 338.06 339.13 339.61 340.77 342.08 342.14 341.31 339.73 337.40 334.98 333.14 331.93 330.52 328.25 328.09 327.34 327.91 STA = 26+30.00 EL = 334.04' (-) 0 . 7725 % ( -) 0 . 6000 % STA = 27+80.00 EL = 333.14' ( + ) 1 . 0500 % L = 90.00' K = 55 ex = 0.19' STA = 30+30.00 EL = 335.77' ( + ) 1 . 0 50 0 % (-) 0 . 875 0 % L = 172.87' K = 90 ex = -0.42' STA = 35+15.00 EL = 331.52' ( - ) 0 . 8750 % ( + ) 1 . 1500 % L = 275.00' K = 136 ex = 0.70' STA = 42+40.00 EL = 339.86' ( + ) 1 . 1500 % ( + ) 0 . 9000 % STA = 46+55.00 EL = 343.59' ( + ) 0 . 9000 % ( - ) 2 . 4 5 0 0 % L = 344.86' K = 103 ex = -1.44' STA = 50+40.00 EL = 334.16' ( - ) 2 . 4 5 0 0 % (-) 1 . 8 0 0 0 % STA = 54+65.00 EL = 326.51' ( - ) 1 . 80 0 0 % ( + ) 0 . 6000 % L = 91.91' K = 38 ex = 0.28' VPC 27+35.00 EL. = 333.41' VPT 28+25.00 EL. = 333.61' VPC 29+43.57 EL. = 334.86' VPT 31+16.43 EL. = 335.01' VPC 33+77.50 EL. = 332.72' VPT 36+52.50 EL. = 333.10' VPC 44+82.57 EL. = 342.04' VPT 48+27.43 EL. = 339.37' VPC 54+19.04 EL. = 327.34' VPT 55+10.96 EL. = 326.79' 335.82 335.04 334.27 333.62 333.41 334.40 335.27 335.14 334.28 333.40 332.55 332.21 332.60 333.65 334.80 335.95 337.10 338.25 339.40 340.40 341.30 342.18 342.43 341.70 340.00 337.59 335.14 333.08 331.28 329.48 327.68 326.74 327.32 327.92 335.65 334.88 334.72 332.59 331.68 330.89 330.78 330.11 328.11 327.88 328.36 328.33 327.22 325.15 323.39 322.67 323.10 323.38 324.24 325.39 326.80 328.54 330.45 332.39 333.54 332.59 330.77 330.00 328.32 328.08 328.58 328.10 328.02 STA = 126+75.00 EL = 332.84' (- ) 1 . 0000 % ( - ) 0 . 6000 % STA = 131+00.00 EL = 330.29' ( - ) 0 . 6000 % (- ) 1 . 9 50 0 % L = 90.00' K = 67 ex = -0.15' STA = 132+35.00 EL = 327.66' ( + ) 0 . 6000 % L = 100.00' K = 39 ex = 0.32' STA = 135+00.00 EL = 329.25' ( + ) 0 . 6000 % ( -) 2 . 00 00 % L = 250.00' K = 96 ex = -0.81' STA = 139+00.00 EL = 321.25' (-) 2 . 0000 % ( + ) 1 . 10 0 0 % L = 450.00' K = 145 ex = 1.74' STA = 143+80.00 EL = 326.53' ( + ) 1 . 10 0 0 % ( + ) 1 . 8 5 0 0 % STA = 148+00.00 EL = 334.30' ( + ) 1 . 8 50 0 % (-) 1 . 64 8 5 % L = 175.00' K = 50 ex = -0.77' STA = 152+90.00 EL = 326.22' (-) 1 . 6 4 85 % ( + ) 0 . 6000 % L = 250.00' K = 111 ex = 0.70' VPC 130+55.00 EL. = 330.56' VPT 131+45.00 EL. = 329.41' VPC 131+85.00 EL. = 328.63' VPT 132+85.00 EL. = 327.96' VPC 133+75.00 EL. = 328.50' VPT 136+25.00 EL. = 326.75' VPC 136+75.00 EL. = 325.75' VPT 141+25.00 EL. = 323.72' VPC 147+12.50 EL. = 332.68' VPT 148+87.50 EL. = 332.86' VPC 151+65.00 EL. = 328.28' VPT 154+15.00 EL. = 326.97' 336.59 335.59 334.59 333.59 332.69 332.09 331.49 330.89 330.14 328.37 328.05 328.62 328.44 327.22 325.27 323.79 322.99 322.89 323.47 324.55 325.65 326.90 328.75 330.60 332.45 333.53 332.65 331.00 329.35 327.76 326.87 326.89 327.48 328.08 328.57 330.49 333.12 335.21 337.34 339.20 340.51 341.19 340.47 338.53 336.76 334.93 333.03 333.32 333.97 334.95 336.09 337.91 339.25 340.43 340.91 341.04 340.69 340.32 340.04 340.07 339.90 339.77 339.71 339.57 339.34 338.41 337.19 335.83 334.82 334.19 333.73 333.13 333.05 333.41 334.07 336.02 337.20 340.01 STA = 64+70.00 EL = 343.02' ( + ) 2 . 1000 % (- ) 1 . 8 50 0 % L = 400.00' K = 101 ex = -1.97' STA = 70+45.00 EL = 332.39' ( - ) 1 . 8 50 0 % ( + ) 1 . 2 500 % L = 250.00' K = 81 ex = 0.97' STA = 77+60.00 EL = 341.32' ( + ) 1 . 2500 % ( - ) 0 . 1700 % L = 300.00' K = 211 ex = -0.53' STA = 88+15.00 EL = 339.53' (- ) 0 . 1700 % (-) 1 . 3000 % L = 265.64' K = 235 ex = -0.38' STA = 91+75.00 EL = 334.85' (-) 1 . 3000 % (-) 0 . 6000 % STA = 96+50.00 EL = 332.00' (-) 0 . 60 0 0 % ( + ) 1 . 40 00 % L = 450.00' K = 225 ex = 1.12' VPC 62+70.00 EL. = 338.83' VPT 66+70.00 EL. = 339.32' VPC 69+20.00 EL. = 334.70' VPT 71+70.00 EL. = 333.95' VPC 76+10.00 EL. = 339.45' VPT 79+10.00 EL. = 341.07' VPC 86+82.18 EL. = 339.76' VPT 89+47.82 EL. = 337.80' VPC 94+25.00 EL. = 333.35' VPT 98+75.00 EL. = 335.15' 335.26 337.36 339.41 340.72 341.04 340.38 338.77 336.92 335.07 333.62 333.38 334.32 335.57 336.82 338.07 339.32 340.38 340.97 341.08 340.92 340.75 340.58 340.41 340.24 340.07 339.90 339.72 339.26 338.38 337.13 335.83 334.70 334.10 333.50 333.03 332.98 333.38 334.23 335.50 STA = 58+50.00 EL = 329.20' ( + ) 1 . 600 0 % ( + ) 2 . 905 0 % L = 90.00' K = 69 ex = 0.15' STA = 59+50.00 EL = 332.11' ( + ) 2 . 9 050 % ( + ) 2 . 1000 % L = 90.00' K = 112 ex = -0.09' VPC 58+05.00 EL. = 328.48' VPT 58+95.00 EL. = 330.51' VPC 59+05.00 EL. = 330.80' VPT 59+95.00 EL. = 333.05' 328.40 330.65 333.16 EXIST 0' 100' 50' 25' HORZ VERT 0' 5' 10' 285 10+00 15+00 25+00 130+00 135+00 140+00 145+00 150+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 95+00 0+00 5+00 100+00 30+00 35+00 40+00 45+00 50+00 295 305 315 325 335 345 355 365 375 305 315 325 335 345 315 325 335 345 355 290 300 310 320 330 340 350 360 370 380 EXIST EXIST 0' 100' 50' 25' HORZ VERT 0' 5' 10' 0' 100' 50' 25' HORZ VERT 0' 5' 10' 0' 100' 50' 25' HORZ VERT 0' 5' 10' E X I S T R O W E X I S T R O W E X I S T R O W E X I S T R O W E X I S T R O W E X I S T R O W EXIST ROW E X I S T R O W E X I S T R O W E X I S T R O W E X I S T R O W E X I S T R O W E X I S T R O W E X I S T R O W E X I S T R O W E X I S T R O W E X I S T R O W E X I S T R O W E X I S T R O W E X I S T R O W 155+00 S U E HA S W E L L P A R K S U E HA S W E LL P A R K U S P O S T O FF I C E U S P O S T O F F I C E R A C E W AY P O W E R S T A T I ON C I T Y O F BR YAN DO LL A R G E N E R A L DO LL A R G E N E R A L TEXAS 6 TEXAS 6 BUSINESS 6 BUSINESS 6 P O W E R S T A T I ON C I T Y O F BR YAN STA 0+30 CSJ: 0212-03-050 BEGIN PROJECT R A C E W AY N HOUSTON AVE N HOUSTON AVE E 26 T H S T E 26 T H S T N PRESTON AVE N PRESTON AVE N POLK AVE N POLK AVE N PIERCE AVE N PIERCE AVE E 24 T H S T E 2 4 T H S T N PRESTON AVE N PRESTON AVE N POLK AVE N POLK AVE N PIERCE AVE N PIERCE AVE ROBERTSON ST ROBERTSON ST E 2 5 T H S T E 2 5 T H S T N BAKER AVE N BAKER AVE ANTONE ST ANTONE ST N BAKER AVE N BAKER AVE N HUTCHINS ST N HUTCHINS ST E 24 T H S T E 24 T H S T N HASWELL DR N HASWELL DR PARK ST PARK ST E 23 R D S T E 23 R D S T CHADLEY CIR CHADLEY CIR CRENSHAW ST CRENSHAW ST ACADEMY ST ACADEMY ST TALIAFERRO ST H E N R Y S T H E N R Y S T N COULTER DR N COULTER DR E TT LE S T E TTL E S T N COULTER DR N COULTER DR MAY ST MAY ST JUNE ST JUNE ST FREEMAN AVE FREEMAN AVE EMMETT ST JULY ST MESA DR R O S E S T R O S E S T DILLON AVE E VILLA MARIA RD E VILLA MARIA RD SAN ANTONI O ST SAN ANTONI O ST LONG DR LONG DR SHANNON CI R SHANNON CI R BRIARGATE DR BRIARGATE DR PRAIRIE DR NASH DR TALIAFERRO ST EMMETT ST MESA DR JULY ST DILLON AVE PRAIRIE DR NASH DR [ SH6 SBFR [ FM 158 W | FM 158 N | FM 158 S [ FM 158 E [ FM 158 E [ FM 158 E | FM 158 S | FM 158 S | FM 158 N | FM 158 N [ FM 158 W [ FM 158 W P R O P 1 0 ' S HA R E D - U S E P A T H P R O P 10 ' S H A R E D - U S E P A T H PROP 6' SIDEWALK PROP 10' SHARED-USE PATH P R O P 1 0 ' S HA R E D - U S E P A T H P R O P 10 ' S H A R E D - U S E P A T H P R O P 10 ' S HA R E D - U S E P A T H PROP 6' SIDEWALK E X I S T R O W BRIAR CREEK PROPOSED PROPOSED EXISTING TO REMAIN EXISTING TO REMAIN FM 158 W FM 158 S FM 158 E FM 158 N FM158_S_12 FM158_S_11 FM158_S_10 FM158_S_9 FM158_S_8 FM158_S_7 FM158_S_6 FM158_S_4 FM158_S_5 FM158_S_3 FM158_S_2 FM158_N_12 FM158_N_11 FM158_N_10 FM158_N_9 FM158_N_8 FM158_N_7 FM158_N_6 FM158_N_5 FM158_N_4 FM158_N_3 FM158_W_4 FM158_W_3 FM158_W_2 FM158_W_1 FM158_E_5 FM158_E_4 FM158_E_3 FM158_E_2 FM158_E_1 SH6_SBFR_1 SH6_SBFR_2 PROP 6' SIDEWALK PROP 6' SIDEWALK PROPOSED RIGHT-OF-WAY(ROW) PROPOSED TRAFFIC FLOW STA 100+32 CSJ: 0212-03-050 END PROJECT 158 FARM ROAD TEXAS AVE TEXAS AVE N HOUSTON AVE N HOUSTON AVE CURVE NUMBER XXXX_X PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED NG @ [ FM 158 W NG @ | FM 158 N NG @ | FM 158 S NG @ [ FM 158 E R OW P R OP P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W ADD PROP PED SIGNALS TO REMAIN EXIST TRAFFIC SIGNAL P R O P 8 ' S I D E W A L K P R O P 8 ' S I D E W A L K P R O P 8 ' S I D E W A L K P R O P 8 ' S I D E W A L K FM158_N_13 PROP 6' SIDEWALK P R O P R O W P R O P E S M T ROW PROP PROP ROW PROPOSED 285 295 305 315 325 335 345 355 365 375 305 315 325 335 345 315 325 335 345 355 290 300 310 320 330 340 350 360 370 380 55+00 EXIST 25+00 125+00 FM158_N_1 FM158_N_2 FM158_S_1 PROP 6' SIDEWALK PROP 6' SIDEWALK DRIVEWAY REMOVAL PGL @ [ FM 158 W PGL @ [ FM 158 W NG @ [ FM 158 W PGL @ | FM 158 N PGL @ | FM 158 N NG @ | FM 158 N PGL @ | FM 158 S PGL @ | FM 158 S NG @ | FM 158 S PGL @ [ FM 158 E PGL @ [ FM 158 E NG @ [ FM 158 E BEGIN FM 158 S, STA 123+00.00 BEGIN FM 158 N, STA 23+00.00 END FM 158 W, STA 22+80.00 BEGIN FM 158 E, STA 58+00.00 END FM 158 S, STA 156+53.22 END FM 158 N, STA 57+80.00 PROPOSED PROPOSED PROPOSED PROPOSED P R O P 8 ' S I D E W A L K P R O P 8 ' S I D E W A L K PROP 6' SIDEWALK PROP 10' SHARED- USE PATH P R O P 1 0 ' S HA R E D - U S E P A T H P R O P 10 ' S HA R E D - U S E P A T H PROP 6' SIDEWALK PROP 6' SIDEWALK STA 0+30.33, ELEV = 372.86 STA 22+80.00, ELEV = 336.72 STA 23+00.00, ELEV = 336.59 STA 57+80.00, ELEV = 328.40 STA 123+00.00, ELEV = 336.59 STA 156+53.22, ELEV = 328.40 ELEV = 328.40 STA 58+00.00, ELEV = 336.31 STA 99+58.00, BOLLARDS PROPOSED EXISTING RIGHT-OF-WAY(ROW) (BY OTHERS) PATH CONNECTION FUTURE SHARED-USE SB FRONTAGE RD SH 6 SB FRONTAGE RD SH 6 E VILLA MARIA RD TO SH 6 FR) (35 MPH DESIGN SPEED FROM BUSINESS TO E VILLA MARIA RD) (30 MPH DESIGN SPEED FROM SH 6 (OTHER PRINCIPAL ARTERIAL)(3) PROPOSED FM 158 (15-30 MPH DESIGN SPEED) PROPOSED DUAL LANE ROUNDABOUTS (45 MPH DESIGN SPEED) (OTHER PRINCIPAL ARTERIAL)(3) PROPOSED SH6 BUSINESS (N TEXAS AVE) (40 MPH DESIGN SPEED) (MINOR ARTERIAL)(4) PROPOSED E VILLA MARIA RD (30 MPH DESIGN SPEED) (MAJOR COLLECTOR)(5) PROPOSED N COULTER DRIVE (30 MPH DESIGN SPEED) (MAJOR COLLECTOR)(5) PROPOSED NASH DR (40 MPH DESIGN SPEED) (MAJOR COLLECTOR)(5) PROPOSED SH6 SB FRONTAGE ROAD PROPOSED LOCAL ROAD PROPOSED SHARED USE PATH PROPOSED SIDEWALK PROPOSED GRASSED AREA PROPOSED PAVERS PROPOSED PRIVATE DRIVEWAY PROPOSED SIGNALIZED INTERSECTION PROPOSED PEDESTRIAN HYBRID BEACON PROPOSED RETAINING WALL LEGEND: 0 100 200 300 400 SCALE IN FEET 0 100 200 300 400 SCALE IN FEET L (+) (-) (-) (+) SIGN CONVENTION CROSS SLOPE B

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Page 1: FM 158 S - BoardDocs

8' VARIES

LAINED SSECCA

LAI

NE

D S

SE

CC

A

Proposed Easement

2627 sq. ft.

Lot 25

Block 1

Lot 26

Block 1

Lot 27

Block 1

- record owner -

Pyarali H. Hirani

Lot 25 and part of

Lots 26 and 27

Vol. 5634, Pg. 264

(0.287 ac.-3907/54)

John F. Ettle

Addition No. 2

Vol. 98, Pg. 627

concrete slab

(store razed)

428 N Coulter

- record owner -

Cash D. Reed and

wife, Connie G. Reed

0.413 acres

Vol. 3436, Pg. 293

house

1505 E WJB Pkwy

Lot 1

Block 1

Lot 3

Block 1

Revised Plat of

Welch's Addition

Vol. 121, Pg. 511

Proposed Easement

868 sq. ft.

- record owner -

Timothy L. Rawlings

North 145' of Lot 1

Vol. 9020, Pg. 142

Lot 2

Block 4

house

1525 E WJB Pkwy

Proposed Easement

1008 sq. ft.

Lot 1

Block 4

Revised Plat of

Welch's Addition

Vol. 121, Pg. 511

- record owner -

Melba Ann Carroll, Joel Ray

Tubbs and Betty Lou Tubbs

Lot 2

Vol. 449, Pg. 872

house

1541 E WJB Pkwy

Proposed 10' Easement

802 sq. ft.

Proposed 10' Easement

848 sq. ft.

Lot 3

Block 4

Lot 4

Block 4

- record owner -

Reva C. Hancock

North 1/2 of Lot 3

Vol. 11094, Pg. 12

house

1557 E WJB Pkwy

Revised Plat of

Welch's Addition

Vol. 121, Pg. 511

house

1565 E WJB Pkwy

Proposed 10' Easement

1258 sq. ft.

- record owner -

J. Cole Potter and

spouse, Brenda A. Potter

0.72 acre

Vol. 3600, Pg. 78

Lot 1

Block 2

Miracle Place

Subdivision

Vol. 3176, Pg. 299

Lot 1

Block 2

Nallhill Sub-division

Vol. 126, Pg. 641

July

Street

50' rig

ht-

of-

way

Mesa

Driv

e (priv

ate)

24' rig

ht-

of-

way

Reserved Commercial

12,035 sq.ft. tract

Block 2

Lot 9

Block 1

Lot 10

Block 1

Lot 11

Block 1

Lot 12

Block 1

Lot 13

Block 1

- record owner -

Pearl Remstedt (Life Estate)

(rem. of) Lot 13 and

20' of Lot 12

Vol. 3297, Pg. 160

Rose Hill Addition

Vol. 38, Pg. 360

1723 E WJB Pkwy

Proposed 10' Easement

677 sq. ft.

Lot 1

Block 2

Lot 2

Block 2

Rose Hill Addition

Vol. 38, Pg. 360

(F.M. 158 - formerly Nall Lane)

90' right-of-way

William Joel Bryan Parkway

old Nall Lane R.O.W. line =

Rose Hill Addn. boundary

- record owner -

Arture A. Lopez and

wife, Beatrice G. Lopez

0.51 acre

Vol. 1048, Pg. 89

Proposed 10' Easement

1050 sq. ft.

1719 E WJB Pkwy

- record owner -

Patrick J. Kasper

and Barbara B. Kasper

rem. of 45' of Lot 11

and 30' of Lot 12

Vol. 1267, Pg. 114

Proposed 10' Easement

750 sq. ft.

- record owner -

David I. Bonilla

rem. of Reserve Commercial

Tract (in Block 2)

Vol. 10531, Pg. 11

Proposed 10' Easement

741 sq. ft.

1709 E WJB Pkwy

Sims Addition

Vol. 304, Pg. 659

1715 E WJB Pkwy

Lot 2

Block 2Lot 1

Block 2

house

1605 E WJB Pkwy

- record owner -

Charles E. Sonntag IV

and Patricia Sonntag

rem. of Lots 1, 2 & 3

Vol. 12596, Pg. 290

Em

mett

Street

50' rig

ht-

of-

way

Proposed 10' Easement

1183 sq. ft.

(F.M. 158 - formerly Nall Lane)

90' right-of-way

William Joel Bryan Parkway

old Nall Lane R.O.W. line =

Nallhill Subd. boundary

Proposed Easement

1231 sq. ft.

- record owner -

New Praise and Worship

Center of Bryan, Texas

0.419 acre

Vol. 10372, Pg. 8

Reserved Commercial

11,877 sq.ft. tract

Block 1

1701 E WJB Pkwy

existing 50 sq.ft.

Electrical Easement

vol. 2916, pg. 321

523 N Coulter Dr.2-story house

Vol. 9714, Pg. 197

part of Lots 3 & 4

rem. of 0.2509 ac.

Rose Marie Vessels- record owner -

Vol. 4981, Pg. 163

part of Lots 3, 4, 5 & 6

1.23 acresSt. Joseph Reg

ional Health Center- record owner -

Vol. 36, Pg. 5Rohde's Addition

Block D

519 N Coulter Dr.house

Vol. 11155, Pg. 202

part of Lots 5 & 6

and Lisa A. GibsonWilliam Lewis Gibson- record owner -

1530 E WJB Pkwyoffice building

Vol. 4981, Pg. 163

part of Lots 3, 4, 5 & 6

1.23 acresSt. Joseph Reg

ional Health Center- record owner -

515 N Coulter Dr.house

described in Vol. 128, Pg. 249

part of Lots 1 & 2

(inherited from Wright estate)Charles W. Siegert esta

te - record owner -

Vol. 36, Pg. 5Rohde's Addition

Block F

Vol. 11344, Pg. 268

Bridget K. LegeStephen M. Lege and

see Contract for Deed to:

Vol. 11083, Pg. 118

part of Lots 1 & 2

Brincalcade, Ltd.

- record owner -

507 N Coulter Dr.house

505 N Coulter Dr.house

Vol. 6597, Pg. 126

Olegario Sanchez

see Contract for Deed to:

Vol. 4612, Pg. 169

part of Lots 1 & 2

John Boegner- record owner -

501 N Coulter Dr.house

Vol. 14328, Pg. 106

part of Lots 1 & 2

called 0.198 ac.

Kanon Church, Inc.

- record owner -

Vol. 36, Pg. 5Rohde's Addition

Block F

Vol. 6130, Pg. 70

part of Lots 6, 7 & 8

0.919 ac.Kanon Bible Ch

urch, Inc.- record owner -

(Quitclaim Deed)Vol. 959, Pg. 359part of 20' Alley

272 sq. ft.Lester A. Nance

- record owner -

Vol. 916, Pg. 242

Lots 1, 2 & 3City of Bryan

- record owner -

PO

T 58

+00.00

PC 64

+01.80

PT 64

+61.11

PC 71

+35.17

PT 72

+20.51

PC 72

+63.88

PT 75

+59.18

PC 76

+09.18

PT 79

+15.44

PC 94

+62.63

PT 98

+94.08

PO

T 101

+52.61

PO

T 23

+00.00

PC 23

+19.41

PT 23

+68.65

PC 23

+93.65

PT 24

+99.47

PC 25

+63.25

PR

C 26+56.42

PR

C 27

+13.45

PR

C 28+08.45

PT 30

+08.01

PC 39

+47.02

PT 40

+12.14

PC 44

+63.07

PT 50

+30.

20

PC 52

+09.

91

PR

C 53

+54.06

PRC 53

+95.

93

PC 55

+79.58

PT 56

+44.22

PC 56

+69.22

PT 57

+69.43

PO

T 57

+80.00

PO

T 123

+00.00

PC 123

+19.41

PT 123

+76.80

PC 124

+01.80

PT 124

+94.31

PC 125

+49.80

PRC 126+49.52

PR

C 126

+88.21

PT 127+90.76

PC 130+80.03

PT 134

+41.35

PC 142

+46.81

PT 143

+29.57

PC 149

+46.27

PR

C 150+57.37

PT 151

+43.98

PC 152

+13.56

PR

C 152

+59.39

PT 153

+89.01

PC 154

+78.07

PT 156

+18.49

PO

T 156

+53.22

PO

T 0

+00.00

PC 8

+84.93

PT 9

+88.06

PC 10

+06.34

PT 11

+09.47

PC 16

+66.54

PT 17

+94.11

PC 19

+69.02

PT 20

+97.47

PO

T 22

+80.00

PT 54

+93.

57

POT 20

0+00.

00

200

+00

PC 20

0+96.

18

205+00

PT 205

+72.51

PC 205

+97.51

PT 209+48.54

POT 209+74.93

5+00

10+00

15+00

20+00

125+00

25+00

130+00

135+00

140+00

145+00

150+0

0

30+00

35+00

40+00

45+00

50+00

55+00

155+00

60+00

65+00

70+0075+00 80+00

85+00

90+00

95+00

100+00

1.2

UNIO

N

OakGrove

1.3

0.2

1.3

1.4

0.9

2.1

0.3

LIMIT

CIT

YBRYANS

TA

TIO

N

LIMIT

PA

CIF

ICR

AIL

RO

AD

1.7

2.5

1.6

2.1

1.1

0.8

Lake

Feather

Fin

1.9

Creek

Still

BURTON

CA

RT

ER

S

CREEK

Cem

Oakwood

Park

Henderson

Bonham

Park

Park

Tanglewood

Park

Ross

Sul

Cemetery

Mt Calvary

Cemetery

Grandview

Cemetery

Bryan City

Academy

Allen

Thomas Park

Sadie

Park

Travis

Golf Course

Bryan Municipal

Cemetery

Boonville

Pk

Pk

Park

County

Brazos

Club Lake

Country

TxDOT

Park Cem

Memorial

Date:

Texas

Departm

ent

of

Transportatio

nR

Date:

LOCATION

PROJECT

Texas Department of Transportation

DISCLAIMER

R

Texas

Departm

ent

of

Transportatio

n

VICINITY MAP

R

5/30/20

19

COUNTY

BRAZOS

TEXAS COUNTY MAPN.T.S.

BRYAN DISTRICT

5/30/2019

5/30/20

19

60

FARM

ROAD

BRAZOS COUNTY

PRELIMINARY DESIGN SCHEMATIC

TxDOT.

DECEMBER 16, 2014, AND EXECUTED BY FHWA AND

MEMORANDUM OF UNDERSTANDING DATED

TxDOT PURSUANT TO 23 U.S.C. 327 AND A

ARE BEING, OR HAVE BEEN, CARRIED-OUT BY

FEDERAL ENVIRONMENTAL LAWS FOR THIS PROJECT

OTHER ACTIONS REQUIRED BY APPLICABLE

THE ENVIRONMENTAL REVIEW, CONSULTATION, AND

RELATIVE LOCATION OF BOUNDARIES.

SURVEY AND REPRESENTS ONLY THE APPROXIMATE

IT DOES NOT REPRESENT AN ON-THE-GROUND

SURVEY PURPOSES.

AND IS NOT PREPARED FOR ENGINEERING OR

THIS DOCUMENT IS FOR INFORMATIONAL PURPOSES

FI

LE:

T:\0170000439_

FM_158\

CA

DD\

Dra

wings\

FM158 -

Sche

matic_01.dgn

0 3000 6000

158

FARM

ROAD

BUS6 6

1179

FARM

ROAD

2818

FARM

ROAD

21

STA. 0+30

CSJ: 0212-03-050

BEGIN PROJECT

FM 158

CSJ:

0212-0

3-0

50

FM 158 - OTHER PRINCIPAL ARTERIAL

FUNCTIONAL CLASS:

FM 158 - URBAN STREET

HIGHWAY TYPE:

DESIGN SPEED:

TO:

FROM:

CSJ: 0212-03-050

FM 158 IMPROVEMENT SCHEMATIC

TOTAL PROJECT LENGTH: 2.5 MILES

FM 158

CSJ: 0

212-0

3-0

50

SH 6 BUSINESS (N TEXAS AVE)

STA. 100+32

CSJ: 0212-03-050

END PROJECT

N

NOT A BIDDING DOCUMENT

100% SUBMITTAL

2037 ADT = 46,800 VEH/DAY

2017 ADT = 36,557 VEH/DAY

FM 158 - VILLA MARIA RD TO SH6 SB FR:

2037 ADT = 17,980 VEH/DAY

2017 ADT = 12,840 VEH/DAY

FM 158 - SH6 BUS TO E VILLA MARIA RD:

TRAFFIC DATA:

35 MPHTO SH 6 SB FRONTAGE ROAD:

FM 158 FROM E VILLA MARIA RD

30 MPH TO E VILLA MARIA RD:

FM 158 FROM SH 6 BUSINESS (N TEXAS AVE)

SH 6 SB FRONTAGE ROAD

DATE:

ROLL 1 OF 1

PREPARED BY BINKLEY & BARFIELD INC

LICENSE NO. 97419

BRANDON M. BOATCALLIE, P.E.

TRAVEL LANE

EXI

ST

RO

W

EXI

ST

RO

W

VARIESVARIES

63' BC-BC

TRAVEL LANE TRAVEL LANE TRAVEL LANETURN LANETRAVEL LANE

EXI

ST

RO

W

EXI

ST

RO

W

VARIESVARIES

63' BC-BC

TRAVEL LANE TRAVEL LANE TRAVEL LANETURN LANETRAVEL LANE

EXI

ST

RO

W

EXI

ST

RO

W

VARIESVARIES

63' BC-BC

TRAVEL LANE TRAVEL LANE TRAVEL LANEMEDIAN

EXI

ST

RO

W

33' BC-BC

TRAVEL LANE TRAVEL LANEPARKING

TRAVEL LANE

EXI

ST

RO

W

EXI

ST

RO

W

TRAVEL LANE TRAVEL LANE TRAVEL LANETURN LANE

TRAVEL LANE

EXI

ST

RO

W

EXI

ST

RO

W

TRAVEL LANE TRAVEL LANE TRAVEL LANETURN LANE

TRAVEL LANE

EXI

ST

RO

W

EXI

ST

RO

W

TRAVEL LANE TRAVEL LANE TRAVEL LANETURN LANE TURN LANE TRAVEL LANE

EXI

ST

RO

W

EXI

ST

RO

W

TRAVEL LANE TRAVEL LANE TRAVEL LANETURN LANETRAVEL LANE

EXI

ST

RO

W

EXI

ST

RO

W

VARIES

SIDEWALKTRAVEL LANE TRAVEL LANE TRAVEL LANEMEDIAN

VARIES

TURN LANE

TRAVEL LANE

EXI

ST

RO

W

EXI

ST

RO

W

VARIESVARIES

TY II

C&

G

TY II

C&

G

64' BC-BC

SIDEWALKTRAVEL LANE TRAVEL LANE TRAVEL LANETURN LANE

6'2'12'12'12'12'12'2'6'

SIDEWALK

[ N TEXAS AVE

N TEXAS AVE EXISTING TYPICAL SECTION

SIDEWALK

EXI

ST

RO

W

EXI

ST

RO

W

TRAVEL LANE TRAVEL LANE

[ N COULTER DR

N COULTER DR EXISTING TYPICAL SECTION

6'14'14'6'

BIKE LANEBIKE LANE

40' BC-BC

TRAVEL LANE

EXI

ST

RO

W

EXI

ST

RO

W

TY II

C&

G

TY II

C&

G

TRAVEL LANE TRAVEL LANE TRAVEL LANETURN LANE

[ E VILLA MARIA RD

E VILLA MARIA RD EXISTING TYPICAL SECTION

60' BC-BC

TRAVEL LANE

EXI

ST

RO

W

EXI

ST

RO

W

SIDEWALKTURN LANESIDEWALK

[ NASH DR

NASH DR EXISTING TYPICAL SECTION

MEDIAN TURN LANE TURN LANE

6' 6'

EXI

ST

RO

W

EXI

ST

RO

W

TRAVEL LANETRAVEL LANE

SH

OU

LD

ER

SIDEWALK

TY II

C&

G

TY II

C&

G

2'12'12'10'2'10'2'14'2'

66' BC-BC

TY II

C&

G

TY II

C&

G

FM 158 EXISTING TYPICAL SECTION FM 158 EXISTING TYPICAL SECTION FM 158 EXISTING TYPICAL SECTION

FM 158 EXISTING TYPICAL SECTIONFM 158 EXISTING TYPICAL SECTION

FM 158 EXISTING TYPICAL SECTION

FM 158 EXISTING TYPICAL SECTION

FM 158 EXISTING TYPICAL SECTION FM 158 EXISTING TYPICAL SECTION

TRAVEL LANE

EXI

ST

RO

W

VARIESVARIES

SIDEWALKTRAVEL LANE TRAVEL LANETRAVEL LANE

BU

FF

ER

SHARED USE PATH

FM 158 PROPOSED TYPICAL SECTION

TURN LANE MEDIAN

FM 158 PROPOSED TYPICAL SECTION

EXI

ST

RO

W

EXI

ST

RO

W

EXI

ST

RO

W TRAVEL LANE TRAVEL LANESIDEWALK SHARED USE PATH TRAVEL LANE

EXI

ST

RO

W

VARIESVARIES

TRAVEL LANE TRAVEL LANETRAVEL LANESHARED USE PATH

FM 158 PROPOSED TYPICAL SECTION

MEDIAN

90' R.O.W.

SIDEWALK

EXI

ST

RO

W

TRAVEL LANE

EXI

ST

RO

W

VARIESVARIES

SIDEWALKTRAVEL LANE TRAVEL LANETRAVEL LANESHARED USE PATH

FM 158 PROPOSED TYPICAL SECTION

MEDIAN

EXI

ST

RO

W

90' R.O.W.

51' BC-BC

TRAVEL LANE

VARIESVARIES

SIDEWALKTRAVEL LANE TRAVEL LANETRAVEL LANE

BU

FF

ER

BU

FF

ER

BU

FF

ER

BU

FF

ER

SHARED USE PATH

FM 158 PROPOSED TYPICAL SECTION

ME

DI

AN

TURN LANE

EXI

ST

RO

W

EXI

ST

RO

W

1'

90' R.O.W.

65' BC-BC

WB FM 158 PROPOSED TYPICAL SECTIONEB FM 158 PROPOSED TYPICAL SECTION

EXI

ST

RO

W

EXI

ST

RO

WTRAVEL LANETRAVEL LANESHARED USE PATH

80' R.O.W.

BU

FF

ER

BU

FF

ER

BU

FF

ER

TRAVEL LANE

EXI

ST

RO

W

VARIESVARIES

SIDEWALKTRAVEL LANE TRAVEL LANETRAVEL LANE

BU

FF

ER

SHARED USE PATH MEDIAN

EXI

ST

RO

W

BU

FF

ER

BU

FF

ER

BU

FF

ER

100' R.O.W.

TRAVEL LANE

EXI

ST

RO

W

VARIESVARIES

TRAVEL LANE TRAVEL LANETRAVEL LANE

BU

FF

ER

SHARED USE PATH

FM 158 PROPOSED TYPICAL SECTION

BU

FF

ER

SIDEWALK

EXI

ST

RO

W

100' R.O.W.

BU

FF

ER

BU

FF

ER

TRAVEL LANE

EXI

ST

RO

W

VARIESVARIES

TRAVEL LANE TRAVEL LANETRAVEL LANE

BU

FF

ER

SHARED USE PATH

FM 158 PROPOSED TYPICAL SECTION

MEDIAN

BU

FF

ER

SIDEWALK

EXI

ST

RO

W

BU

FF

ER

BU

FF

ER

TURN LANE

VARIES

FM 158 PROPOSED TYPICAL SECTION

TRAVEL LANE TURN LANETRAVEL LANE TRAVEL LANE TRAVEL LANE

VARIES

MEDIAN

EXI

ST

RO

W

100' R.O.W.

EXI

ST

RO

W

61' BC-BC

EXI

ST

RO

W

EXI

ST

RO

W

VARIES

FM 158 PROPOSED TYPICAL SECTION

TRAVEL LANETURN LANE TRAVEL LANETRAVEL LANETRAVEL LANE

VARIES

100' R.O.W.

MEDIAN

*

VARIES

VARIES

EXI

ST

RO

W

VARIES

TRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANE

VARIES

100' R.O.W.

FM 158 PROPOSED TYPICAL SECTION

MEDIANTURN LANE TURN LANE

EXI

ST

RO

W

23' BC-BC23' BC-BC

65' BC-BC

61' BC-BC 61' BC-BC

100' R.O.W.

SI

DE

WA

LK

SI

DE

WA

LK

SI

DE

WA

LK

(BAKER TO PARK)

SI

DE

WA

LK

SI

DE

WA

LK

EB FM 158 EXISTING TYPICAL SECTION

WB FM 158 EXISTING TYPICAL SECTION

VARIES

SI

DE

WA

LK

SI

DE

WA

LK

(FREEMAN TO DILLON)

VARIESVARIES

90' R.O.W.

SI

DE

WA

LK

SI

DE

WA

LK

(DILLON TO VILLA MARIA)

VARIESVARIES

SI

DE

WA

LK

SIDEWALK

100' R.O.W.

VARIES VARIES

SI

DE

WA

LK

SI

DE

WA

LK

VARIESVARIES

100' R.O.W.

SI

DE

WA

LK

80' R.O.W.60' R.O.W.

100' R.O.W.

4'3'2'11'11'12'11'11'2'6'4'

SI

DE

WA

LK

SI

DE

WA

LK

SI

DE

WA

LK

EXI

ST

RO

W

TY II C&G (TYP)TY II C&G (TYP)

TY II C&G (TYP)

TY II C&G (TYP)

TY II C&G (TYP)

TY II C&G (TYP)

TY II C&G (TYP) TY II C&G (TYP)TY II C&G (TYP)

(TEXAS TO N HOUSTON)(N HOUSTON TO BAKER)

(THRU PARK TO FREEMAN)

(VILLA MARIA TO LONG)

BU

FF

ER

BU

FF

ER

BU

FF

ER

BU

FF

ER

BU

FF

ER

BU

FF

ER

BU

FF

ER

BU

FF

ER

BU

FF

ER

BU

FF

ER

BU

FF

ER

BU

FF

ER

BU

FF

ER

BU

FF

ER

BU

FF

ER

BU

FF

ER

1'12'12'12'12'12'1'14'6' 4'4' 1'12'12'12'12'12'1' 4'

BU

FF

ER

BU

FF

ER

4' 1'12'12'1'10'1'12'12'1' 4' 4' 8' 11' 11' 2' 4'

EXI

ST

RO

W

33' BC-BC

TRAVEL LANETRAVEL LANE PARKING

VARIES

SI

DE

WA

LK

SI

DE

WA

LK

EXI

ST

RO

W

BU

FF

ER

4'8'11'11'2'

TY II C&G (TYP)

4'-6'

VARIES

63' BC-BC

4' 1'12'12'12'12'12'1' 4'

TRAVEL LANE

EXI

ST

RO

W

EXI

ST

RO

W

TRAVEL LANE TRAVEL LANE TRAVEL LANETURN LANE

VARIESVARIES

90' R.O.W.

SI

DE

WA

LK

SI

DE

WA

LK

TY II C&G (TYP)

BU

FF

ER

BU

FF

ER

63' BC-BC

4' 1'12'12'12'12'12'1' 4'

64' BC-BC

4'

VARIES 80'-100' R.O.W.

1.5'12'12'12'12'12'1.5'

76' BC-BC

1.5'12'12'12'12'12'12'1.5' 6'VARIES4' VARIES

64' BC-BC

4'-6'5'-3'

VARIES VARIES

4' 5'

VARIES 64'-91' BC-BC

BU

FF

ER

6'4' VARIES

STA 0+30 TO STA 3+35STA 3+35 TO STA 22+80

100' R.O.W.

STA 23+00 TO STA 25+40 STA 25+40 TO STA 57+80

STA 125+40 TO STA 156+50

STA 58+00 TO STA 66+85

STA 66+85 TO STA 70+30 STA 70+30 TO STA 74+70

STA 74+70 TO STA 78+60 STA 78+60 TO STA 98+54

[ FM 158 W [ FM 158 W

[ FM 158 W

8' 6'

VARIES 85'-100' R.O.W.

VARIES 51'-65' BC-BC

VARIES 47'-70' R.O.W.VARIES 54'-70' R.O.W.

VARIES 100'-140' R.O.W.

8'VARIES

0'-6'

8'VARIES

0'-6'8'VARIES

0'-6'

VAR8'

0'-3'

| FM 158 N

6' VARIES

0'-6'

| FM 158 S

VARIES10'

[ FM 158 E

6'VARIES

[ FM 158 E

[ FM 158 E

1'11'11'VARIES 0'-12'1'-4'15'

1'11'11' 6'VARIES

0'-16'

10' VARIES VAR 6'

3'-6'

[ FM 158 E

[ FM 158 E

VARIES 65'-77' BC-BC

TURN LANE TURN LANE

6'10'

TURN LANE

[ FM 158 E [ FM 158 E

VARIES 81'-90' BC-BC

6'10'

[ FM 158 W[ FM 158 W

[ FM 158 W | FM 158 N

| FM 158 S

[ FM 158 E [ FM 158 E

[ FM 158 E

[ FM 158 E [ FM 158 E [ FM 158 E

VARIES 54' TO 70' R.O.W.

VARIES 47'-70' R.O.W.

VARIES 100'-140' R.O.W.

10' 6' 6'VARIES

SIDEWALK0'-6'

0'-6'

STA 0+30 TO STA 6+69.18

STA 13+21.59 TO STA 16+45.63

0'-6'

STA 66+77.02 TO STA 70+34.53

EB FM 158 PROPOSED TYPICAL SECTION

TRAVEL LANETRAVEL LANE

VARIES

| FM 158 S

0'-20'

VARIES

STA 127+90.76 TO STA 149+46.27

STA 125+28.34 TO STA 127+90.76

STA 149+46.27 TO STA 154+09.60

TRAVEL LANE TRAVEL LANESIDEWALK

WB FM 158 PROPOSED TYPICAL SECTION

VARIES

| FM 158 N

6' VARIES

0'-6'

VARIES

STA 25+40.71 TO STA 28+80.45

10'VARIES

0'-6'

STA 28+80.45 TO STA 52+09.91

STA 52+09.91 TO STA 55+14.88

1'11'11'1'4'1'12'11'11'1'

EXI

ST

RO

W

EXI

ST

RO

W

TRAVEL LANETRAVEL LANE

SH

OU

LD

ER

TRAVEL LANE

BU

FF

ER

42-30' BC-EOP

EXI

ST

RO

W

EXI

ST

RO

W

TRAVEL LANETRAVEL LANE

SH

OU

LD

ER

BU

FF

ER

42-30' BC-EOP

BU

FF

ER

BU

FF

ER

ME

DI

AN

TRAVEL LANE

15'

R.O.W. VARIES R.O.W. VARIES

4' VARIES 12'-0' 12' 12' 2'

STA 200+38.90 TO STA 202+09.30 STA 202+09.30 TO STA 209+74.93

2'

2'

FM 158 W - STA 16+45.63 TO STA 22+80.00

FM 158 W - STA 6+69.18 TO STA 13+21.59

PGL RT, FM 158 S - STA 123+00.00 TO STA 125+28.34

PGL LT, FM 158 N - STA 23+00.00 TO STA 25+40.71

FM 158 E - STA 58+00.00 TO STA 64+87.52

PGL RT, FM 158 S - STA 154+09.60 TO STA 156+53.22

PGL LT, FM 158 N - STA 55+14.88 TO STA 57+80.00

STA 64+87.42 TO STA 66+77.02

STA 70+34.53 TO STA 74+71.54 STA 74+71.54 TO STA 78+22.26STA 78+22.26 TO STA 81+92.84 STA 81+92.84 TO STA 89+88.97

STA 89+88.97 TO STA 91+06.26

STA 91+06.26 TO STA 95+05.95 STA 95+05.95 TO STA 99+57.95

(THRU PARK TO FREEMAN)

(LONG TO 78+60)

1.5'12'12'12'27'12'12'1.5'1.5'12'12'12-27'12'12'1.5'

STA 98+54 TO END

R.O.W. VARIES

STA 200+38.90 TO STA 209+74.93

4' 11' 11' 2'

6'28.5' BC-EOP

R.O.W. VARIES

PATH

SIDEWALK/

6'-10'VARIES

6'-4.5'

10' VARIES

4.5'-0'

6'VARIES

6'-0'

10' VARIES

0'-12' 16'-6'

10' VARIES

0'-6'

VARIES 6'

4'-6'

TY II C&G (MOD)(TYP)

4' 12' 12' 1' 2' 1' 12' 1'1'11'12'11'1'VARIES 20'-29'1'11'11'1' 6'2'-6'

0'-1' 0'-1'

MEDIAN MEDIAN

BU

FF

ER

BU

FF

ER

HOODED LEFT

81' BC-BC

6'2'-6'1'11'12'11'1'0'-4' 0'-10' 20'-4'1'11'11'1'

1'0-11'11'-12'11'1'4'-12'VARIES

1'12-0'11'11'1'

SIDEWALK SIDEWALK SIDEWALK SIDEWALK

SIDEWALK SIDEWALK

EXIST [ SH 6 SB FRONTAGE RD

SH 6 SB FRONTAGE RD EXISTING TYPICAL SECTION

| SH 6 SB FRONTAGE RD

SH 6 SB FRONTAGE RD PROPOSED TYPICAL SECTION

| SH 6 SB FRONTAGE RD

SH 6 SB FRONTAGE RD PROPOSED TYPICAL SECTION

11'11'11' 11'

11'11'VARIES 0'-12'4'12'11'11' 11'11'VARIES 4'-16'12'11'11'

11' 11' 16'-4'VARIES

12' 11' 11'

VARIES 12'-14'VARIES 12'-14'

VARIES 12'-14' VARIES 12'-14'

11'11'6-23'11'11' VARIES 11'-12'VARIES 11'-12'VARIES 6'-15'VARIES 11'-12'VARIES 11'-12'

TY II C&G (MOD)(TYP)TY II C&G (MOD)(TYP)

TY II C&G (MOD)(TYP)TY II C&G (MOD)(TYP)

TY II C&G (MOD)(TYP) TY II C&G (MOD)(TYP)

TY II C&G (MOD)(TYP)TY II C&G (MOD)(TYP) TY II C&G (MOD)(TYP)

TY II C&G (MOD)(TYP)

TY II C&G (MOD)(TYP)TY II C&G (MOD)(TYP)TY II C&G (MOD)(TYP)TY II C&G (MOD)(TYP)

371.50

369.94

368.73

367.29

365.67

364.16

362.40

360.78

359.18

357.25

355.20

353.27

350.99

348.58

346.84

345.19

343.91

342.61

341.47

340.66

339.38

338.16

STA = 1+60.00

EL = 370.53'

(-)1.8000 %

(-)1.2500 %

STA = 3+85.00

EL = 367.72'

(-)1.2500 %

(-)1.6000 %

STA = 8+50.00

EL = 360.28'

(-)1.6000 %

(-)1.9500 % STA = 11+60.00

EL = 354.23'

(-)1.9500 %

(-)2.3500 %

STA = 13+85.00

EL = 348.94'

(-)2.3500 %

(-)1.5500 %

STA = 17+55.00

EL = 343.21'

(-)1.5500 %

(-)1.0000 %

STA = 20+55.00

EL = 340.21'

(-)1.0000 %

(-)1.5500 %

371.61

370.03

368.78

367.48

365.88

364.28

362.68

361.08

359.30

357.35

355.40

353.29

350.94

348.71

347.16

345.61

344.06

342.76

341.76

340.76

339.51

337.96

336.14

335.47

334.11

333.62

333.60

334.16

335.04

334.78

334.13

333.07

332.43

331.99

332.51

333.20

334.68

335.97

337.14

338.06

339.13

339.61

340.77

342.08

342.14

341.31

339.73

337.40

334.98

333.14

331.93

330.52

328.25

328.09

327.34

327.91

STA = 26+30.00

EL = 334.04'

(-)0.7725 %(-)0.6000 %

STA = 27+80.00

EL = 333.14'

(+)1.0500 %

L = 90.00'

K = 55

ex = 0.19'

STA = 30+30.00

EL = 335.77'

(+)1.0500 % (-)0.8750 %

L = 172.87'

K = 90

ex = -0.42'

STA = 35+15.00

EL = 331.52'

(-)0.8750 % (+)1.1500

%

L = 275.00'

K = 136

ex = 0.70'

STA = 42+40.00

EL = 339.86'

(+)1.1500

%(+)0.90

00 %

STA = 46+55.00

EL = 343.59'

(+)0.9000 %

(-)2.4500 %

L = 344.86'

K = 103

ex = -1.44'

STA = 50+40.00

EL = 334.16'

(-)2.4500 %

(-)1.8000 %

STA = 54+65.00

EL = 326.51'

(-)1.8000 %(+)0.6000

%

L = 91.91'

K = 38

ex = 0.28'

VP

C 27

+35.00

EL.

= 333.41'

VP

T 28

+25.00

EL.

= 333.61'

VP

C 29

+43.57

EL.

= 334.86'

VP

T 31

+16.43

EL.

= 335.01'

VP

C 33

+77.50

EL.

= 332.72'

VP

T 36

+52.50

EL.

= 333.10'

VP

C 44

+82.57

EL.

= 342.04'

VP

T 48

+27.43

EL.

= 339.37'

VP

C 54

+19.04

EL.

= 327.34'

VP

T 55

+10.96

EL.

= 326.79'

335.82

335.04

334.27

333.62

333.41

334.40

335.27

335.14

334.28

333.40

332.55

332.21

332.60

333.65

334.80

335.95

337.10

338.25

339.40

340.40

341.30

342.18

342.43

341.70

340.00

337.59

335.14

333.08

331.28

329.48

327.68

326.74

327.32

327.92

335.65

334.88

334.72

332.59

331.68

330.89

330.78

330.11

328.11

327.88

328.36

328.33

327.22

325.15

323.39

322.67

323.10

323.38

324.24

325.39

326.80

328.54

330.45

332.39

333.54

332.59

330.77

330.00

328.32

328.08

328.58

328.10

328.02

STA = 126+75.00

EL = 332.84'

(-)1.0000 %(-)0.6000 %

STA = 131+00.00

EL = 330.29'

(-)0.6000 %

(-)1.9500 %

L = 90.00'

K = 67

ex = -0.15'

STA = 132+35.00

EL = 327.66'

(+)0.6000 %

L = 100.00'

K = 39

ex = 0.32'

STA = 135+00.00

EL = 329.25'

(+)0.6000 %

(-)2.0000 %

L = 250.00'

K = 96

ex = -0.81'

STA = 139+00.00

EL = 321.25'

(-)2.0000 %(+)1.1

000 %

L = 450.00'

K = 145

ex = 1.74'

STA = 143+80.00

EL = 326.53'

(+)1.1000 %

(+)1.850

0 %

STA = 148+00.00

EL = 334.30'

(+)1.850

0 % (-)1.6485 %

L = 175.00'

K = 50

ex = -0.77'

STA = 152+90.00

EL = 326.22'

(-)1.6485 %(+)0.6000

%

L = 250.00'

K = 111

ex = 0.70'

VP

C 130

+55.00

EL.

= 330.56'

VP

T 131

+45.00

EL.

= 329.41'

VP

C 131

+85.00

EL.

= 328.63'

VP

T 132

+85.00

EL.

= 327.96'

VP

C 133

+75.00

EL.

= 328.50'

VP

T 136

+25.00

EL.

= 326.75'

VP

C 136

+75.00

EL.

= 325.75'

VP

T 141

+25.00

EL.

= 323.72'

VP

C 147

+12.50

EL.

= 332.68'

VP

T 148

+87.50

EL.

= 332.86'

VP

C 151

+65.00

EL.

= 328.28'

VP

T 154

+15.00

EL.

= 326.97'

336.59

335.59

334.59

333.59

332.69

332.09

331.49

330.89

330.14

328.37

328.05

328.62

328.44

327.22

325.27

323.79

322.99

322.89

323.47

324.55

325.65

326.90

328.75

330.60

332.45

333.53

332.65

331.00

329.35

327.76

326.87

326.89

327.48

328.08

328.57

330.49

333.12

335.21

337.34

339.20

340.51

341.19

340.47

338.53

336.76

334.93

333.03

333.32

333.97

334.95

336.09

337.91

339.25

340.43

340.91

341.04

340.69

340.32

340.04

340.07

339.90

339.77

339.71

339.57

339.34

338.41

337.19

335.83

334.82

334.19

333.73

333.13

333.05

333.41

334.07

336.02

337.20

340.01

STA = 64+70.00

EL = 343.02'

(+)2.1

000 % (-)1.8500 %

L = 400.00'

K = 101

ex = -1.97'

STA = 70+45.00

EL = 332.39'

(-)1.8500 % (+)1.2500

%

L = 250.00'

K = 81

ex = 0.97'

STA = 77+60.00

EL = 341.32'

(+)1.2500

%(-)0.1700 %

L = 300.00'

K = 211

ex = -0.53'

STA = 88+15.00

EL = 339.53'

(-)0.1700 %(-)1.3000 %

L = 265.64'

K = 235

ex = -0.38'

STA = 91+75.00

EL = 334.85'

(-)1.3000 %(-)0.6000 %

STA = 96+50.00

EL = 332.00'

(-)0.6000 % (+)1.4000

%

L = 450.00'

K = 225

ex = 1.12'

VP

C 62

+70.00

EL.

= 338.83'

VP

T 66

+70.00

EL.

= 339.32'

VP

C 69

+20.00

EL.

= 334.70'

VP

T 71

+70.00

EL.

= 333.95'

VP

C 76

+10.00

EL.

= 339.45'

VP

T 79

+10.00

EL.

= 341.07'

VP

C 86

+82.18

EL.

= 339.76'

VP

T 89

+47.82

EL.

= 337.80'

VP

C 94

+25.00

EL.

= 333.35'

VP

T 98

+75.00

EL.

= 335.15'

335.26

337.36

339.41

340.72

341.04

340.38

338.77

336.92

335.07

333.62

333.38

334.32

335.57

336.82

338.07

339.32

340.38

340.97

341.08

340.92

340.75

340.58

340.41

340.24

340.07

339.90

339.72

339.26

338.38

337.13

335.83

334.70

334.10

333.50

333.03

332.98

333.38

334.23

335.50

STA = 58+50.00

EL = 329.20'

(+)1.600

0 %

(+)2.9

050 %

L = 90.00'

K = 69

ex = 0.15'

STA = 59+50.00

EL = 332.11'

(+)2.9

050 %

(+)2.1

000 %

L = 90.00'

K = 112

ex = -0.09'

VP

C 58

+05.00

EL.

= 328.48'

VP

T 58

+95.00

EL.

= 330.51'

VP

C 59

+05.00

EL.

= 330.80'

VP

T 59

+95.00

EL.

= 333.05'

328.40

330.65

333.16

EXI

ST

0' 100'50'25'HORZ

VERT 0' 5' 10'

285

10+00 15+00 25+00 130+00 135+00 140+00 145+00 150+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 95+000+00 5+00 100+00

30+00 35+00 40+00 45+00 50+00

295

305

315

325

335

345

355

365

375

305

315

325

335

345

315

325

335

345

355

290

300

310

320

330

340

350

360

370

380

EXI

ST

EXI

ST

0' 100'50'25'HORZ

VERT 0' 5' 10'

0' 100'50'25'HORZ

VERT 0' 5' 10'

0' 100'50'25'HORZ

VERT 0' 5' 10'

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

155+00

SUE HASWELL PARKSUE HASWELL PARK

US POST OFFICEUS POST OFFICE

RACEWAYPOWER STATION

CITY OF BRYAN

DOLLAR GENERALDOLLAR GENERAL

TEXAS

6

TEXAS

6

BUSINESS

6

BUSINESS

6

POWER STATION

CITY OF BRYAN

STA 0+30CSJ: 0212-03-050BEGIN PROJECT

RACEWAY

N

HO

US

TO

N

AV

EN

HO

US

TO

N

AV

E

E 26TH STE 26TH ST

N

PR

ES

TO

N

AV

EN

PR

ES

TO

N

AV

E

N

PO

LK

AV

EN

PO

LK

AV

E

N

PI

ER

CE

AV

EN

PI

ER

CE

AV

E

E 24TH STE 24TH ST

N

PR

ES

TO

N

AV

EN

PR

ES

TO

N

AV

E

N

PO

LK

AV

EN

PO

LK

AV

E

N

PI

ER

CE

AV

EN

PI

ER

CE

AV

E

RO

BE

RT

SO

N

ST

RO

BE

RT

SO

N

ST

E 25T

H ST

E 25T

H ST

N

BA

KE

R

AVE

N

BA

KE

R

AVE

ANT

ONE ST

ANT

ONE ST

N

BA

KE

R

AV

E

N

BA

KE

R

AV

E

N

HUTC

HI

NS ST

N

HUTC

HI

NS ST

E 24TH ST

E 24TH ST

N

HAS

WELL

DR

N

HAS

WELL

DR

PAR

K ST

PAR

K ST

E 23RD STE 23RD ST

CH

AD

LE

Y

CI

R

CH

AD

LE

Y

CI

R

CR

EN

SH

AW

ST

CR

EN

SH

AW

ST

AC

AD

EM

Y

ST

AC

AD

EM

Y

ST

TA

LI

AF

ER

RO

ST

HENRY STHENRY ST

N

CO

UL

TE

R

DR

N

CO

UL

TE

R

DR

ETTLE STETTLE ST

N

CO

ULTE

R

DR

N

CO

ULTE

R

DR

MA

Y

ST

MA

Y

ST

JU

NE

ST

JU

NE

ST

FR

EE

MA

N

AV

EF

RE

EM

AN

AV

E

EM

ME

TT

ST J

UL

Y

ST

ME

SA

DR

ROSE STROSE ST

DI

LL

ON

AV

E

E

VI

LL

A

MA

RI

A

RD

E

VI

LL

A

MA

RI

A

RD

SA

N

ANT

ONI

O ST

SA

N

ANT

ONI

O ST

LO

NG

DR

LO

NG

DR

SH

AN

NO

N CIR

SH

AN

NO

N CIR

BRI

AR

GA

TE

DR

BRI

AR

GA

TE

DR

PR

AI

RI

E

DR

NA

SH

DR

TA

LI

AF

ER

RO

ST

EM

ME

TT

ST

ME

SA

DR

JU

LY

ST

DI

LL

ON

AV

E

PR

AI

RI

E

DR

NA

SH

DR

[ SH6 SBFR

[ FM 158 W

| FM 158 N

| FM 158 S

[ FM 158 E

[ FM 158 E

[ FM 158 E

| FM 158 S

| FM 158 S

| FM 158 N| FM 158 N

[ FM 158 W

[ FM 158 W

PROP 10' SHARED-USE PATH

PROP 10' SHARED-USE PATH

PROP 6' SIDEWALK

PROP 10' SHARED-USE PATH

PROP 10' SHARED-USE PATH

PROP 10' SHARED-USE PATH

PROP 10' SHARED-USE PATH

PROP 6' SIDEWALK

EXIST ROW

BRIAR CREEK

PROPOSED

PROPOSED

EXISTING TO REMAIN

EXISTING TO REMAIN

FM 158 W

FM 158 S

FM 158 EFM 158 N

FM158_S_12

FM158_S_11

FM158_S_10

FM158_S_9

FM158_S_8

FM158_S_7

FM158_S_6

FM158_S_4

FM158_S_5

FM158_S_3

FM158_S_2

FM158_N_12

FM158_N_11

FM158_N_10

FM158_N_9

FM158_N_8 FM158_N_7

FM158_N_6

FM158_N_5

FM158_N_4

FM158_N_3

FM158_W_4

FM158_W_3

FM158_W_2

FM158_W_1

FM158_E_5

FM158_E_4

FM158_E_3

FM158_E_2

FM158_E_1

SH6_SBFR_1

SH6_SBFR_2

PROP 6' SIDEWALK

PROP 6' SIDEWALK

PROPOSED RIGHT-OF-WAY(ROW)

PROPOSED TRAFFIC FLOW

STA 100+32CSJ: 0212-03-050END PROJECT

158

FARM

ROAD

TE

XA

S

AV

ET

EX

AS

AV

E

N

HO

US

TO

N

AV

EN

HO

US

TO

N

AV

E

CURVE NUMBERXXXX_X

PROPOSED

PROPOSED

PROPOSED

PROPOSED

PROPOSED

NG @ [ FM 158 W

NG @ | FM 158 N

NG @ | FM 158 S

NG @ [ FM 158 E

RO

W

PR

OP

PROP ROW

PROP ROW

PROP ROW

PROP ROW

PROP ROW

PROP ROW

PROP ROW

ADD PROP PED SIGNALS

TO REMAIN

EXIST TRAFFIC SIGNAL

PROP 8' SIDEWALK

PROP 8' SIDEWALK

PROP 8' SIDEWALK

PROP 8' SIDEWALK

FM158_N_13

PROP 6' SIDEWALK

PROP ROW

PROP ESMT

RO

W

PR

OP

PR

OP R

OW

PROPOSED

285

295

305

315

325

335

345

355

365

375

305

315

325

335

345

315

325

335

345

355

290

300

310

320

330

340

350

360

370

380

55+00

EXI

ST

25+00

125+00

FM158_N_1

FM158_N_2

FM158_S_1

PROP 6' SIDEWALK

PROP 6' SIDEWALK

DRIVEWAY REMOVAL

PGL @ [ FM 158 W

PGL @ [ FM 158 W

NG @ [ FM 158 W

PGL @ | FM 158 N

PGL @ | FM 158 N

NG @ | FM 158 N

PGL @ | FM 158 S

PGL @ | FM 158 S

NG @ | FM 158 S

PGL @ [ FM 158 E

PGL @ [ FM 158 E

NG @ [ FM 158 E

BEGIN FM 158 S, STA 123+00.00

BEGIN FM 158 N, STA 23+00.00

END FM 158 W, STA 22+80.00

BEGIN FM 158 E, STA 58+00.00

END FM 158 S, STA 156+53.22

END FM 158 N, STA 57+80.00

PR

OP

OS

ED

PR

OP

OS

ED

PR

OP

OS

ED

PR

OP

OS

ED

PROP 8' SIDEWALK

PROP 8' SIDEWALK

PROP 6' SIDEWALK

PR

OP 10' S

HARE

D-

USE P

AT

H

PROP 10' SHARED-USE PATH

PROP 10' SHARED-USE PATH

PROP 6' SIDEWALK

PROP 6' SIDEWALK

STA 0+30.33, ELEV = 372.86

STA 22+80.00, ELEV = 336.72

STA 23+00.00, ELEV = 336.59

STA 57+80.00, ELEV = 328.40

STA 123+00.00, ELEV = 336.59

STA 156+53.22, ELEV = 328.40

ELEV = 328.40

STA 58+00.00,

ELEV = 336.31STA 99+58.00,

BOLLARDS

PROPOSED

EXISTING RIGHT-OF-WAY(ROW)

(BY OTHERS)

PATH CONNECTION

FUTURE SHARED-USE

SB F

RO

NT

AG

E

RD

SH 6

SB F

RO

NT

AG

E

RD

SH 6

E VILLA MARIA RD TO SH 6 FR)

(35 MPH DESIGN SPEED FROM

BUSINESS TO E VILLA MARIA RD)

(30 MPH DESIGN SPEED FROM SH 6

(OTHER PRINCIPAL ARTERIAL)(3)

PROPOSED FM 158

(15-30 MPH DESIGN SPEED)

PROPOSED DUAL LANE ROUNDABOUTS

(45 MPH DESIGN SPEED)

(OTHER PRINCIPAL ARTERIAL)(3)

PROPOSED SH6 BUSINESS (N TEXAS AVE)

(40 MPH DESIGN SPEED)

(MINOR ARTERIAL)(4)

PROPOSED E VILLA MARIA RD

(30 MPH DESIGN SPEED)

(MAJOR COLLECTOR)(5)

PROPOSED N COULTER DRIVE

(30 MPH DESIGN SPEED)

(MAJOR COLLECTOR)(5)

PROPOSED NASH DR

(40 MPH DESIGN SPEED)

(MAJOR COLLECTOR)(5)

PROPOSED SH6 SB FRONTAGE ROAD

PROPOSED LOCAL ROAD

PROPOSED SHARED USE PATH

PROPOSED SIDEWALK

PROPOSED GRASSED AREA

PROPOSED PAVERS

PROPOSED PRIVATE DRIVEWAY

PROPOSED SIGNALIZED INTERSECTION

PROPOSED PEDESTRIAN HYBRID BEACON

PROPOSED RETAINING WALL

LEGEND:

0 100 200 300 400

SCALE IN FEET

0 100 200 300 400

SCALE IN FEET

L

(+)

(-)(-)

(+)

SIGN CONVENTION

CROSS SLOPE

B

Principal Packet - BoardDocs

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ROCKWOOD SCHOOL DISTRICT - BoardDocs

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A Tradition of Excellence - BoardDocs

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Capital Project Bond Proposition - BoardDocs

Capital Project Bond Proposition - BoardDocs

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Joint Education Compact Meeting - BoardDocs

Joint Education Compact Meeting - BoardDocs

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COMMUNICATE EFFECTIVELY AS A LEADER. REFERENCE FM 22-100 ARMY LEADERSHIP 158-F-0010 WRITE IN THE ARMY STYLE 158-G-0020 CONDUCT A MILITARY BRIEFING

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