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Home My WebLink AboutF101 - SOUTHER PACIFIC BOX CLVRTStt, 37659 A. �c I : \ �0 i A I Central i 9) 'T 0•A 937A 10 area A 56.8l I ` 2 't. J ""p" .. Belectedtand:"' cn nei9n/Lmr, E w 5 s ♦ Na.9 `',r i° '.5B A. 5 273506 ° 6P0 55C,/ < Y ,$.T r . \� t` Oa. Caldwell 1G1 R.0 7kbvrn //2 eZ F. N6 25.5946 A. �7 ✓ P Srnumo<nv E/i). C Deaver //2Aral carve. It t.W Hickman, all. 9 22$ ; % e,ll li. a d j� �\ F r.B.elau n le pol z', Marl" , °/ �„ `, `� ,�M a 'if ;.. �.Luiiv u. AAll i ..a✓ �o ✓n./o. • )riPltrl ' w<o :i'r<1 i3O<9A o. / I e _.�» ,.� E» T ,°. 1 TRA 545 ::::.:. RR I c R F/ a: P nl v b 2 ,x al r <. // "e en+ rr84 r. cc ,: o xJ!.IOU qI Ca ,.xe emo, room So �s��T-all 'fbenat oilt al 1 la ;i` n P `€IA s iE 14s :. �Ir�A I'° �t '�s etwsa ,e!waov t of 111 . e 1 Ems—,::+,e ,°e ', / Sownem !� o t-ml _ ° 1 N �= R I W ° I " ?Pi.A. I 'x accirc �AeilA Cnunn �I 1Ao Far. ) � � °a° >' k. C ' 1 Oeaer M ool Ir. T ns. tc. ✓r ry'v at 6862AAll I c..y �� WC Ali P/NEGROVE • + n, y, 231626 op CA. lrns of 8 eS Sul Ss. _ A I ° C`Z c` "fe< c ' ;.y• a all Deeper sa E N, C E� y 6�0 ami 39 mass pool 4 is. 7 'xt, k mnn fop por x.{ ,� •Roe met iV�c� .� Ud<of :. ovia tI c ` ��I l� EAl P� xm Ex, 1 . vex, n: Rr'o /6.7A1 �4 tram ..,.r>< " x0 Q Ro//ins B S� �7la I {o y<� 1 +�i 14. ti/B<. _ ✓uen _ _ Oral,Tr. top �, �'i<` .5 tl ; » ccxoer '° 2<D8Ac e As� — l� ,I E € I i� z�I Carl Im r. C A Levers ✓r. it •: t� 10A[e 1 Carol I C s ,li ".I f: ^,.• t 4+5 To4t�E `°aar 4 ' ) A � moo 2. 99< 5M _ Qgi 1�5a'. M 3 �1 / 1 � e � iI �^. G`� ` CLWate Etldt 1 OetArr M Kim, I,`' ^ Poail;�4id•» ,zTi i�GrcY.Ti. '-.-_•._. VICINITY MAP PROJECT LOCATION DRAWING INDEX SHEET NO. DESCRIPTION 1-2 ACCESS MAP 3 TOPOGRAPHIC AND STAKING MAP &GENE RAL NOTES 4 DITCH TRANSITIONS 5 BOX CULVERT - PLAN & PROFILE 6-7 CROSS -SECTIONS._"` 8 DETAILSoff "I 9 WEST HEADWALL ELEVATION &DETAIL 10 WEST HEADWALL';D,ETAILS 11 EAST HEADWALL ELEVATION & DETAI_S 12 EAST HEADWALL DETAILS pr COUNTY JUDGE '� JON � LINDSAY HARRIS COUNTY FLOOD CONTROL L ISTRICT HOUSTON TEXAS PCT I EL FRA NCO LEE jSOUTHERN PACIFIC BOY, CULVERTS PCT 2 VIM FONTENO CHANNEL IMPROVEMENTS TO H.C.F.C.D. UNIT FI )I--00-00 PCT . 3 STEVERECOMMENDED: V RICHARD G. LLEWELLYN, PE, RECOMMENDED: � PROJECT MANAGER MICHI =L D. TA48OTT, P.E. ENGIN :ERING DlV. IY,:I NAGER PCT . 4 Eo Al. LYONS JR. RECOMMENDED: STEVEN D, FI TZGERA L D , P.E. EXEC. DIR . ARTHUR L. STOREY J.R. CAP/TOL IMPROVEMENTS DEPT. MGR.APPROVED: SUBMITTED: ARTH iR L. STOREY, JR.,P.E. �1 GARY D. STOBB, P.E. EXECL '7VE DIRECTOR H* DIRECTOR OF OPERATIONS oCt. Do �'� wool All i 3 - 1 S l 1 L __ - �--- - STATE HWY. 225 \_ �_ NORTH ��P�� AVE. ACCESS ROAD N0. 1 ( ASPH. PVM'T. ) ,Proposed Staging Area For Construction Equipment And Materials. w O O_ � ('i.8.l,i. t HJr'r1. t' V IVI 1 . ) - ____---�---- -J - V 0 a 0 � � z a \ � SpUT NFR� 1 ' ,�,_ Pq C/F�� -�� RA, �RpgO a W s' � �' O N � o `s — � i,�&�� v ii � y 'E _ i� h W N u a s; ., � :x .g z �� Q c � 0 C7 � g � .• 0 z "z � � �o � `� � > o ;. J a � ,•., _ "� a� , z a w .•' o ... v �• a �� O � � _ :�� .- �: `• �•. , \: � I e.• -- a� _ �� MATCH LINE - N zoo loo o �o SCALE IN FEE1 ■ NOTE: i. Access Road No. 1 shall al ow occasional heavy equipment. Not norm.l daily traffic. 2. Access Road No. 2 shall al ow daily access to west end of project. Hel ry Equipment. 3. Access Road No. 3 shall al ow daily access to east end and middle of roject. No heavy equipment. . 4. Contractor shall be respon ible for repair of access roads and damage thereto. Repair � shall be equal or better a d acceptable to a� the Owner. r w t— H V) I i i Rer. Date Descril :ion App. SOUTHERN PACIFIC I LOX CULVERTS H.C.F. C.D. UNIT F 01-00-00 _( 'y ACCESS MAP Design By: R.G. l06 NQ: I9i 0 Sheet1— Drawn By : J.G.R. Scale : I�� _ '_00� • , Cheched By: M.L.Z.. Date: OCTO 3ER, 1989 of 12 I LANDEV ENI �INEERS, INC . MATCH LINE »os sEa�iisr DRIVE Houston , T ;xas 17008 MATCH LINE M Z Q •O ar �W U U Q 0 Q O _J Q .-. � O 1 v � c� c� a z �a �� " w I � .-, S W 0 � p o ... a W 3 N () k t C_ z Q L) Z � � Q � � J J s Q Cr Z O U � ` � � U O _ a z w M Z H 0 � Q oa rn = ya w� U Q Qv 1 b �— �_ SPENCER HIGHWAY ( MAIN STREET ) --� �-.--.-- ----1 � �M_ATCH LINE _ T zoo ioo o zoo SCALE IN FEET C_ ■� w �"' i Rev. Date Descript m App. SOUTHERN PACIFIC BI �X CULVERTS H.C.F. C.D. UNIT F10 —00=00 ACCESS � AP -`�==" Design By: lob NQ: 1971 ) Sheet ;� Drawn 8y : J.G.R. Scale : 1 �� = 2 >0� - � ChecNed By: M.L.Z. Date: OCTOB :R, 1989 of 12 i LANDEV ENGINEERS, INC . 1706 SEAMIST DRIVE Nouston,TeKas 71008 i` l BENCH MARK NGS BRASS DISC, DESIGNATION W120Z. LOCATED APPROX. 0,6 MILES WEST ALONG W. 4AIN ST., / FROM THE INTERSECTION WITH BROAD(1Y AND SAN JACINTO AVE. AT LA PORTE, THENCE ..35 MILES ALONG STATE HWY, 146, AT THE S.P,Z-R, - OVERPASS, 7.5 FEET NORTH OF THE tIRTH RAIL OF ' TEXAS LAW ARTILLE 1436C, PROHIBITS All 'ACTIVITIES IN WHICN PERSONS OR' THE TRACT, 74 FEET EAST OF THE CEITER LINE OF EQUIPMENT MAY. COME WITHIN SIX FEET OF ENERGIZED OVERHEAD POWER LINES, THE EAST LANE OF THE HIGHWAY, SEl IN THE TOP AND FEDERAL'REGULATIONS, TITLE 29, PART 1910,180 (1) AND PART 1926,550 OF THE NORTH END OF THE EAST CONLZETE SET OF . (A) (15) REQUIRE A MINIMUM CLEARANCE OF TEN FEET FROM FACILITIES. THE THE OVERPASS, AND ABOUT 5.5 FEET IELOW THE ABOVE LAWS CARRY BOTH CRIMINAL AND CIVIL LIABILITIES, WITH CONTRACTORS LEVEL OF THE RAILS. AND OWNERS BEiING LEGALLY RESPONSIBLE FOR THE SAFETY OF WORKERS UNDER WARNING q THE LAWS, IF YOU OR YOUR COMPANY MUST WORK NEAR OVERHEAD POWER LINES, 1978 DATUM ADJ. ELEV. 18,93 CAL_ (713) 228-7400 FOR THE LINES TO BE DE -ENERGIZED AND/OR MOVED AT DANGEROUS HIGH VOLTAGE YOUR EXPENSE. IRANSMISSION - AY CALL DOUG HARM AT 62311-3054 _ 48 HRS:"IN:ADVANCE MON.-FRI. - TBM 47135 - 60D NAIL SET IN FENCE 'OST 431 8:00 AcM. TO 4:00 P.M. PRIOR SOUTH ALONG FENCE LINE FROM CORNER TO ANY CONSTRUCTION. I. P o POST ON EXISTING SOUTI R.O.W. OF 1`1014640, 4501 EAST )F EXXON v PIPELINE EASEMENT. _. o ELEVATION = 21.35 (19i1 DATUM BOX CULVERT CONST. STA. 3+09.00 = a ADJUSTMENT) FIOI-00-00 k STA.57+50.51 (67 LT.)= t DITCH rLSTA.78+13.62 80X CULVERT CONST. STA. 7+34.48 = 9�1; sgl = FIOI-00-00 STA. 53+25,13 (67'LT.)= W s, " DITCH (L STA. 82+39.17 ,..a :4pj I 12\HLaFEESTRIP co � cI (Vo1. 4596, g.106, H.C.DR.) EEo co Southern Pacific Transportation Compan A xV (Vol.7990,Pg.515,H.C.DR.) a w; N692928.314 �20'H.L.aP. :N I d Aerial Esm'L o: o E 3256854.004 ac ,(•'�01.8226,Pg. 187, I.C.D.R.) w — - s ( SEE NOTE 4) �4R�O n r - Ex lir, 100' ..RHW a �: OQ• i (Vol. 41P 971.0. .) o w w E - o• { 5 2° 2` ,0`' 0' 22 01 �22� �2' �`? m ' O a i p' a5 c W 019 Z w (f = w W SET 5 8"I TO OGRAPHIC ASELI E SET 151 8").R! ^ c a 0 w I— I K DITCH n 'o 395' R. P P, o C NST. CL PRO C.B.C. e 9 "(: a e e� a y o a 0+00 - o0 2±00 2 2' W T 20• y\• I V O 09 M• 2� 2p \a \6 \' o 7+00 8 +60 � DITCH IL .T. S A.77+55,04 ' q — 9 Ob' 0' N 8 1555 E ) 90°00'0o" .: N u: FND.5/6"1R.— ( PROP. DITCH 6Hro NOTE: w/CAP • -- - _ _ fL af wN 0•;?: Exist.40'H.C.EC.D. Ei T. 0 '0 " —'--=-IL: 1. ALL BEARINGS ARE BASED PON THE (Vol. 1873, Pg. 357, H.C.D:R:) ' N (3= TEXAS PLANE COORDINATE YSTEM, SOUTH ID N83°45' Exist. Baseline- �__ CENTRAL ZONE AS DERIDED FROM CITY 199.98 1 "W (FI01-00-00) `e \� q a9 Ex s . 14' x 9'C. .. 9 o n o• o o A 2 6• 22 ,? �? > m aCR OF LA PORTE MONUMENTS, s. o A •.. x x - - 90a __ _ 2. All COORDINATE AND DIST NCES EE Exist. Ditch x x 2 x ` ` ` _ ft Exist. Ditch V47Exist 14 x 9 C.M.P. S86 53 35 L.O. Etheridge S8 IS' S"W - 42 8' Exist, Baseline ARE SURFACE AND MAY BE ONVERTED SET 5 8"I.R. w (Vol. 835, Pg.1, H.C.O.R.) :• •, S T 5 B I.R.,;. ��, (Floe-oo-oo) TO GRID BY MULTIPLYING Y THE Dafe�l-9-25 o. 11 Ai; ; COMBINED SCALE FACTOR 0 0.9998817. FND. 5/8 I. R. Exisf. 24"C.M.P. o ' w/C P4T ¢ S.W.87 - Exist. 6TT 0' H.CftC.D. Esmt. —_' rn 3. TIES FROM TRANSIT LINE - 0 R.O.W. Cable S.W.B.TCoble 20H64,OrrCounty R.O.R. (Vo(.1933,Pg.s97,H.C.o.RJ LINES ARE AT RIGHT ANGL S TO Box Guy (Vo1.2664,Pg.142,H.C.O.R.) PP - TRANSIT LINE UNLESS OTHI RWISE P.P. OTenneco R. Marker Exist. S.W.B.T. U/G Coble - m NOTED. .---� OAmoco R. Marker 0Amoco R. Marker Naives w 4. EXISTING F101-00-00 BAST LINE AS —y PER SHEETS 3 OF 5 AND 4 )F 5 OF Gas Valves _ / n BASELINE CORPORATION ST)(ING MAPS Gas Valves o DATED JULY, 19899 U o" .. Exist. 6' C/L Fence _� I Exist, 75' Tenn. Gas ESM t Ww (Vo1.3019 , Pg.649,N.C.D.R. ra (Vol'2980TPg.365 H CSD.R.) _ w III! Ed _ - 120' H14L.8 P. Fee Strip ' " W (Vol.45961Pq,1O6vHCD,R) Ijl W UNTON_CARYIDE (LINDE PIPELINE CO) 479-N693o13.712 1531 N692986.004 r - - E3257769.228 III -- (SEE NOTE 4) E3258193.704 - COntacto Mr. Dale Clark (SEE NOTE 4) B9'59 5T" 679 Tltla Rd. P.D. BOX 256 N86°6742E NB6^J7I2"f 77539 Deer Park, Texas Deer Park, Texas 77539 AMOCO GAS PIPELINE 1409-9424905 `( J Contact: Mr. Randy Haechten to t NST. ¢- PROP. C.B.C. In `� ' 2501 Palmer; Highway 200 P.O. BOX 2609 O 1> N86015'55"E 86015'55' E ' CON rk PROP. C.B.C. Texas City, Texas 77590 Texas City, Texas 77590-2609 . MOBIL PIPELINE 5911,,3774 PROP. DITCHT-- 1 0 NB6�4T4B"E N86 42'IB £ 860?742"E Ptl. It P OR DITCH E Contact: Mr. Josey Johnson +�;'�,` $ 700 Aldine Bender Ok TRANSIT r�wEl- NB_6^rsss'E $' g ep`•~° 9og890°DD'oo" Houston Texas 77060 •rB ay - NBs is6a"E ,i °ze� -- " � " NB6^JSJS E- AMOCO PIPELINE CO. _. 556-4990 m e� pi> rO 0.9 zd ?. 801 .� TRANSIT LINE Red. Date Descrii lion ppp, �'Ir" a"` '2Bv - 9y Contact: Ms. Toni Eldridge se6^s74rw B 2�. SOUTHERN PACIFIC I OX CULVERTS 5201 Palmer Y 3B6"6772"w HI hwa H.C.F.C.D. UNIT F1 D1-00-00 9 / Texas City, Texas 77590 S°"o0'2a" I _ TENNECO (CHANNEL INDUSTRIES) 331=4693 Contact* p. `Harvey Wagner TOPOGRAPHIC& %;TAKING MAP 1- 333 W. Loop AND GENERAL NOTES p South, Suite 1284 P.O. Box 248 ` ' Houston, Texas 77027 Manvel, Texas 77578 Design By : RIG, job No : 19, 0 Sheet Syr iunnr'M�y.6�w¢tiri( Drawn By: J.G.R. Scale: I' = FO' Checked By: M.L.Z. Date: OCTO :ER, 1989 of 12 !!! LANDEV EN( IINEERS9 INC 1706 SEAT I S T DRIVE Houston,T lxas 77008 , WARNING j �' �� G o�-oo o+oo Exist. H.L.& P. Ov I+oo DANGEROUS HIGH VOLTAGE TR7iIJSNTfS�I-07V (tIGFf1=0E-WAY CALL DOUG HARM AT 623-3054 48 HRS. IN ADVANCE MON.-FRI. 8:00 A.M. TO 4:00 P.M. PRIOR TO ANY CONSTRUCTION. (THIS CONTRACT) BOX CULVERT CONST rL STA. 3+09.00 = FI01-00-00 f@ STA.57+50.50(67 LT.) DITCH � STA.78+ I3.62 Exist. H:L.& P. Overhead Transmission Lines MAl EXI: (FUTURE BY OTHERS) BEGIN TRANSITION TO EXIST. 14'x 9' C.M.P. 2-IO�x 10� C.B C C.6.C. STA. 2+00.00 2+00 3+00 4+00 5+00 6+00 THIS CONTRACT 7+00 4 N ,� � � vi�C o� Vit"IG RJ � SEE NOTE 3 8t00 (THIS CONTRACT) BOX CULVERT CONST. � STA. 7+34.48= FIOI-00-00 � STA.53+35.13 (67 LT.)= DITCH CE STA.82+39.17 F- o c� o � � J .+. W � Z z a a = c~i� U � x U � a m � U 9+00 �. PROP. DITCH _ tL Exist. Ditch !6°53'35 W MATCH EXIST. DITCH (THIS CONTRACT) CL PROP. C.B.C. STA.'S 12 BENCH MARK NGS BRASS DISC, DESIGNATIOIJ 'W1204. LO ATED APPROX. 0.6 MILES WEST ALONG 'W. MAIN T., FROM THE I�JTERSECTION WITH BROAD;JAY AN SAN JACINTO AVE. AT LA PCRTE, THENCE 1.35 ILES ALONG STATE HtJY. 146, AT THE S.P.R.R. OVERPASS, 7.5 FEET NORTH OF THE NORTH AIL OF THE TRACT, 74 FEET EAST OF THE CENTER INE OF THE EAST LANE OF THE HIGHWAY, SET IN T.E TOP OF THE NORTH END OF THE EAST CONCRETE ET OF THE OVERPASS, AND ABOUT 5.5 FEET BELOW THE LEVEL OF THE RAILS. 1978 DATUh1 ADJ. ELE'/ 18.93 TBM n135 - 60D NAIL SET IN FEi`JCE POST 3' SOUTH ALONG FENCE LINE FROM CORNER POST ON EXISTING SOUTH R.O. OF F101-06-00, 450' EAST OF EX ON PIPELINE E.4SE��fENT. ELEVATION = 21.35 (1976 DAT '4 ADJUSTidENT) NOTES: 1. RIP RAP WILL BE 80 TO 150 LBS OF EVENLY GRADED RIP -RAP OR BROKEN CONCRETE. CONCRETE SHALL BE A MINIMUM OF 6 INCHES THICK PER ST NE AND WILL HAVE NO EXPOSED REBAR. RIP -RAP WILL BE CONSTRUCTED TO A DEPTH OF 18 INCHES MINIMUM. 2. PIPELINES TO BE RELOCATED BY OTH RS. 3. CONCRETE SLOPE PAVING & CONCRETE RIP -RAP ARE IN A FUTURE CONTRACT BY OTHERS, EARTHWORK TRAN. THIS .ONTRACT. SOUTIiERN PACIFIC BO :CULVERTS H.C.F.C.D. UNIT F101 -00-0 DITCH TRANSI' "IONS CONST. � STA. 0+00 TO 3+00 R.G. Job N4: 19 71t �"4 J.G.R. Scale: I"= 40�( J),1��= 4'(V) M.L.Z. Date: OCTOBI R, 1989 of 12 � LANDEV ENGII LEERS, INC . 1706 SEAMI; T DRIVE Houston,Tex s 77001 `' \ j ' �; .� �' BOX CULVERT CONST. ,� STA. 3+O9.OrO = a _a = � F1O1-DOA 00 Q.STA.573+5O.51•(67 LT.^)^)_ ' - - ' .,y9 y � � �,•' DITCH CL, STA.78+13�62 - ' d _ - t t �. t N , o � - THIS.. FONT AC _.._..._ � ,._— — ---- ..�. :_ .._ _. _ ' " ">_ . _ Ndo PROP. � �' _• ' � � o _ ,. _ r SWALE E .� .- - _ �..± a m _ce y � � ;, . °••• •••• .° �. a 1 W •a. co: .o w �� :°r 1 q1 �'0 •• MATC OF `� - .•o, H 1 i Ci<S�:m• ..EXIST DI. C sit F€ °.� txR�aCr� � - ,.. •;,;: ; � �' CO C. HEA W LL 30� w . d: "��o• ° CON T. P O C.B.C. � 10� x I � CON BOk o'o : :o::o: CL' °,� • ,.�.� a�• ; a o 10 x I CON •.O • .o . ° a. . °. .°.,. ° SEE N TE � 'd:0;' _ •�°� io!' ;.a:'�'^ M T H EXI O '.;a : i �•, i '•• F' �1.''•0- "1 .°, f . YC�.°° •9 0 tb ..,, o .;o • � . 4�° LA S � � REINF. CON . w/12�� D E o • 1••;:' : •;'-�•• • � 8° ID T E WALL ALL AROUND � ' 'Cd :o': E s ;o: �o�: 5:51. ° o -- 'w•'' S66 IS'S5"W - 425.36' °• '-°'- o•o! •a• ' °• ° • FIOI - 0 - 0 BAS LI E Exist. 14 z 9' CMP o. 'o� :'o: .afp. 5/8"IR.w Cop �° - •� D 1°. •°. ..0•. �. °• a FUTURE SLOPE PAVING �aP. - NOT I N THIS CONTRACT _ � � o P. P. / — 9 Exist. H.L.9 P. $ v t a Overhead f $� ' Ezist.6'L/L Fence � o. w „ �- 16 t E�1 i BOX CULVERT CONST. -CL STA. 7+34.48 = FIOl-00-00 B STA.53+25.13 (67 LT:�,�) _ - DITCH _�• STA.82t39.17 - - - � ' _ � _ .. V .. _. __ .. __ _ _- , _ _ __ __ _ BENCH MARK o °.: - NGS BRASS DISC, DESIGNATION W1204. LOG IED m :, a - ,�:o:;•.�'•� � °�' ••'• APPROX. 0.6 MILES WEST ALONG W. MAIN S• ., _ '• ° j °' �•'n•'' • _ � '•• •�.;a.;°;.'e ^r;o.••;;e;.=. FROM THE INTERSECTION WITH BROADWAY AND 5AN � •�`'°'': ;.;,� JACINTO AVE. AT LA PORTE, THENCE 1.35 M: _ES o w "to _ f3O1? •T.B ° .. ALONG STATE HWY. 146, AT THE S.P.R.R. � "� t '•'• •'' '- OVERPASS, 7.5 FEET NORTH OF THE NORTH R;IL OF .o':• ': o•' �".4 THE TRACT, 74 FEET EAST OF THE CENTER L VE OF O. Q •o°.• ° THE EAST LANE OF THE HIGHWAY, SET IN THI TOP •�� o " OF THE NORTH ENO OF THE EAST CONCRETE SI T OF - w THE OVERPASS, ANO ABOUT 5.5 FEET BELOW HE •;o•, �0� ;o'. LEVEL OF THE RAILS. •° '°• °• a°,,•• 1978 DATUM AOJ. ELEV. 18.93 j P.P. 10� °•'q.-. °�AR•QP.�'.Ty � °•.� T •o •'' •d8.at�a. °'••o � � ''•`:° �.Q� � TBM ;r135 - 60D NAIL SET IN FENCE POST 4 I' - '°": �•� • `�°�' �"°';'°�- • r, '8£Aiyt,'- a SOUTH ALONG FENCE LINE FROM :ORNER �.,:: ° .`^ P;:a,;:;:o. POST ON EXISTING SOUTH R.O.e OF •"'�°•:'>•�•',•:• '" F101-06-00, 450' EAST OF EXX iN S E NOTE �'�'�°!� ��•��°;�'°�-. Ai'�f+�9E'Qt'•::'o'. o PIPELINE EASEMENT. TO BE REMOVED - • .'-:`P �F:•;CHA,�{N�L• p 'ELEVATION = 21.35 (1978 DATI 1 1 '° ;'o ' °" � � ADJUSTMENT) v • 'h.' o o'°' '' - o;p • •� ••'o°•' o'-oN NOTE : REMOVE 60 LF OF EXIST.. ASPH. P 'MST. a rn' .';9 �f.v�. � AND REPLACE WITH 2'� HiV1.A.C. Or IO��CRUSHED - _ 'aa��'o- STONE BASE. W W •'$016 5a��5'• o — 0 252 ;9 '� a.. •o; Ezist.2 .� •��.�i• W' ' ' .o", '•o. '4•'. -•0•• 00• •0 .Q. Exist.5'x 20' Conc. Pad : o B EAKBACK REMOVE. •' � �°�'�`•��•'�"��_ '•o� �: CONC. HEADWALL �°` .P .Q#+•.'. • o ' THIS CONTRACT I F T RE BY OT` HERS m W m [L� �� 4 1 , � Rer. Date Descr _ rtion App. SOUTHERN PACIFIC IOX CULVERTS H.C.F.C.D. UNIT F 1O1-00-00 :• � BOX CUL ✓ERT - PLAN & PF OFIL"E skttr_ Dtsign Br : R. G: !ob No ; 19 10 ., Draen By : J.G.R. Scale : I'�= ?0� (H),1"= 2' (V) _ of 12 Checked Br: M.L.Z. 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'' i� ��_��_�\��_�I��IAIi�®ice �:��_�_�� i��i��s��ri��r�� I��i��iii�i��a��i� �� i��C �i�i��>•�� C=i��i��i�� i�i�� i��s��i�_�i�� s�li �'i �� ii�� i�� ' �a�aia��i��i��i�� i�� i� ��i��i �� _�� i��i�� i�� i� �� • ��i��s�� ` �� a�� r��" � -- ��r��_�� _��iiii� i��i�� li�� i��. ��i ______�____________ -�� __ _�_.._.._, ___.____ E-�_ �®��R�� __., �� o�� _�� • • �i�iC3tiID�l•YA(�:w.:�r_� God1d'i0G'.►�. ` �' `^�`� �� (fT.�1:ti�7tE�k.�_�IC�s!➢iA�:'lh`.tQ.- a .n- �......�.�.. i!��e�' `W� i�Y.��i��i�i��i� ��. ��i��i�i�i� �� i�ni��.��.�� i�� i��is-w •�,e�i•��i��i��iii�i��ii�� i��i��s�_ �� i��C� �� 0�� —�� ! ��i��s�� r —��i�� i�ii�� r�� i�ii�l��il�. ��. �; �®�� iil ��i� �� ■�� I��t�� o�� o��%�� i�� io�� I��r�� i�� i� ��; �� _� i�� 1� �� ii� � ��i�i�� i��i�� i��ii��. -�� Z--�� i�i�� i��, i�ii�C�ii��?_'� a ��i�a �� i�� i�i�ii��Zi �� i�■��i�� s��i�: ��i��i �� ii�� ®®�� ■�i �� i�� i��—�� ■�� il�� i i� _ ��ii�i�� ■ii��i�:�:::T��■�� ice' ��I�i�� _� ��r�f��r�� i��; ,' s��i�� ice__ �� i�� i�� i�i �i� � �� i� i�� i� ____ �� i >•�� a��f�� i�� _= �� i� �� i� �� i�i � i�� i�i��ii��il�i�� ■�■�ii ��.��.��i�� i�� i�i�i��ii��i��i-�� .��il��il��ii��i� �ii�i��irll��r��i��r�l��r� ��i�� i��i�� i��ii��i��■��i��i�i�� i�� r� �� ®��a�� i �� r�� i a��ii��i�� -��ei��iil��ii�� s�i=�= ��i�i��i��1�� ®-�� '�' �i��i�� rii��l■��i��i��s��i�� i�ii�i�ii��i ��s�_�� .�.��.�.��i�� I � �� i�� i�� i�� i�� i'. ��i�� _ �i� �es�i��i�i��i��i�� ___�i�__i�ii��:� ��' ��i �� i=��Si�Qii� �� . �� i��i�� a�� s �.�; ��■�� iii�� e —�� _ ��_�� ®sue s� � � �'S o�� i��—�i��®��i�� i�� i�i��i�s��io�®��. �� i�i�� —�� 1� ��i�i�� s�ie� � �� '-: ��/��i��i�i�/�i�� i�i�� • ��i�� i�� i�� a��i�� e�i��i�� i��T��- ��ii��i�� i��i�� i �� i_� �� i � �� ®��e��i��i�� a��iT��l��i��i �� i��i�i�� i��i�� ■�� i��i��' ��i�� i��® ��iil��l�i� �� ® �� ii��i��L/G.%iifii:. ��-�� i��i�s��®� �� i�� e��i��® �� o��-i��i- i i 1 1 �-�� -��s��- s TOE WALL see Detail t t WEEP HOLE t I t l Detail °B° o -�--- Road Side Ditch C) r; I J 0p 1 MANDATORY Const. Joint use standard keyway l BALLAST 8 RAIL BY RAILROAD CO. TOP OF RAIL \ [ ,BY RAILROAD CO, 1-10' TOP OF CRUSHED AGGREGATE rBY RAILROAD CO. •t., , a. ,o;a•6 41PP, 8 6% prPTOP OF GEOGRID B TOP OF CRUSHED AGGREGATE * o QO Dad eo°'�e �q^�=°O• ;:d• ;;;'�O: '' :g•: •§A.Oe,� 6"- 8 TOP OF GEOGRID B TOP OF SELECT SAND Xt Q O°�°a •o •0°,a, o'1JoUPd• �• o' 'o' '�t••r.ti ^'c•t 10"(MIN.)-I'-4'(MAX.) TOP OF CEMENT STABILIZED SANG ` u i 2. 4 Bore 1 - - Lop STOQI 22 i i See 5.07.01 for 2'-0" ,FILL IN THIS VOID SHAtL,BE, HAND 4 Bars t TAMPED IN 12 LAYERS TO INSURE NO VOIDS , W i n t�_ __� Gage and Corrugation, A. 12 QC.EW.---------------- o _ J 8e 8, 6• 6e MANDATORY 4 Seal Slab 1=0' Mi Min _ incidental to bottom 10'•0° New i ` v 1 -----" •- Nonreinforced Classti Ca cant. tPipe A NOTES: R 4 Borst \ 12 O,CE.W. Optional constr, joint WEEP HOLE Use standard keyway. Dobtail "A" Lap steel 18" TRAPEZOIDAL CONCRETE LINED CHANNEL For W = N.T.S. 12' 20'-O" to S- 0° 5'- 0'� 5'- 0'� IB" Ian I 1100 4 Bars 0 12" C. . •--11P POP 3/4 Premoldeo Exponslon or Redwood board Continuous Bar "A" 12" Through Low Flow and Paring SECTION °AR -"A" Notes: I Wee Holes 'A' a'le are 10 be Wace4 at I a' on centers DRAIN GRAVEL Steve Size Ae Finer 3/4 100 55 100 No.4 IS -100 No.a O- SO No. 16 0 - is No. 20 O - 6 No. 200 0 - 3 tl0' - Or 5' - 00" 18" /r^4 Bars (a) 12" ac. 4" PVC Drain ltyp.) � a i` clear V/eep Hole See Detail "A" �- Class "A" Cone. Grade Beam 20'on Center for Channels With W>20'. • D longitudinally. - - 2 weep Hole "Cox outfalis are to be spaded at 1p an centers. Enkamot and Filter Fabric shall be cisell Ous, HARDWARE 3, Single Weep Hales "Am shelf be ujed for channel bottom* Max. width of mesh OPOwn2o 1174' where W C 20 for W. or > 20 two weep holes shall be spaced transversely at 1/4 - 1/2 - 1/4. FILTER FABRIC -,(Equivalent Opening Site! EOS No larger than _Steve No 50 E 0 S No smaller than Sieve Nck 10 _.,.. Hardware 1` .... ! i 4°/PVC Cloth Or 0"' c Grovel e - Filter Fabric _ a" I _ SECTION rtClt -°C° DETAIL it Felt SECTION "D" - eD" DETAIL "Ba PLAN 10'- on L!5 ( typ•) u Part 2 Sacks Per Tones Stabiilized Sand SECTION A -A so� Road Side Ditch fE 4° Class A Reihf. Cone. w/12' Deep, 8" Wide Toe Wall All Around (44 Bars w 12' O.C.) PROFILE TYPICAL ROADSIDE DITCH 1. ALL CEMENT SAND BACKFILL SHALL BE A MINIMUM OF 2 SACKS OF \ CEMENT PER TON OF MIXTURE AS PER SPECIFICATIONS AND SHALL BE • PLACED IN 8-INCH LAYERS AND COMPACT EACH LAYER WITH APPROVED POWER DRIVEN TAMPERS TO 95 PERCENT STANDARD PROCTOR DENSITY AS PER SPECIFICATIONS. 2. ALL TYPE R SELECT CLEAN SAND Fill SHAH BE AS PER - SPECIFICATIONS AND SHALL BE PLACED IN 8-INCH LAYERS AND COMPACT TO 95 PERCENT STANOARO PROCTOR DENSITY AS PER SPECIFICATIONS. • CEMENT STABIL PP FED SAND I 10' x 10' PREFAB BOX CULVERT 3. ALL CRUSHED AGGREGATE BASE SHALL BE AS PER SPECIFICATIONS AND 4 1 • _ SHALL BE PLACED IN 8-I1ICH LAYERS AND COMPACT EACH LAYER TO 95 PERCENT STANDARD PROCTOR DENSITY AS PER SPECIFICATIONS. # 4 rin IB"C-C EACH WAY I co 2-a" I'-0' REINF, CONC. SLAB ]t NOTE: GEOGR D 13.1 FEET WIDE IS TO BE PL ICED CENTERED ON 28'- 4" EACH RACK AND LONGITUDINAL ^• WITH AILS, GEOGRID SHALL BE PIP. CED TO FORM A I FOOT TYPICAL CROSS - SECTION OVERL VP AT JOINTS SEAMS R Of )itch (L TRACK NO, 1 B-B For Details INTERCEPTOR STRUCTURE N.T.S. AS = DEB IN42/FT./LINE 6 LINES (al 4.5 "O.C. #4 BARS (12'C-C (TYPICAL) r4 ASI NOTES FOR PE1NFORCING FOR PRECAST BOX - I2" 1. Shear reinforcement shall be cold drawn steel TOP SLAB INSIDE (Ag2):1.24 INZ/ SEE ASTM C789 wire conforming to ASTM A32 or A495. For POP stirrups where welds are required to develop ;�FIRST ROW OF STIRRUPS anchorage, the welds must meet the weld shear' s.. PLACED AT TIP OF HAUNCH strength requirements in ASTM A185 or A497, as appropriate. COVER 1.5" COVER 2.0" 21 i-Bar stirrups shall have a 135" minimum and SIDEWALL OUTSIDE (AS11:0.78 IN?/FT. 0 1800 maximum hook angle. 10" 3. Design strength, fv, of stirrup material is SIDEWALL INSIDE (AS4) :0.48 IN?/FT. 0 10" assumed to be 40 ksi for 0-Sar stirrups. Anchorage strength must develop a minimum 10'- 0 " ultimate force of for Av. APoteeml10" 4. For unanchored loop of Stirrups, use r3 bar or wire. Cross -sectional area of wire shall be BOTTOM SLAB INSIDE (AS3) : greater than or equal to that of the specified stirrup wire. Minimum allowable wire size is 1,30 IN z/FT. 10 N3,0. 5, Extend Ast reinforcing into outside face of 12" top and bottom slabs and lap 18 inches at midspan. c APoslitJ ASI 6. Maximum reinforcing soacSng for AsL ps2. AaJ' Asq is 4 inches. PRECAST REINFORCED BOX SECTION , 7. Stirrups are required at each end of trio top N.T.S.` and bottom stuns. Place the first raw at.tne NOTE r SEE ASTM C789 FOR LONGITUDINAL REINFORCING tip of the haunch stirrup area (Av) - 0.068 in.2/tt/tine 6 lines of stirrups @ 0.45 inc, CONCRETE SHALL 8E 5500 PSI MIN., ASTM C-789. spacing (spacing measured along span). •.. STEEL REINFORCING SHALL BE 60t000 PSI MIN, ToolingYIELD, AREA 2-3-2(C). , � � - , Felt WELDED WIRE FABRIC ^J-BAR STIRRUPS /HOOK ANGLE #3 BAR OR WIRE / STIRRUP SPACING WEEP HOLE DETAILS N.T.S. _ 1 AND DGES OF TRENCH. SCALE 1"- 5'(H), I":5'(V) 15 1 15' 10 (� TRACK NO, 2 � TRACK N0. 3 o BALLAST T6Pr'TO 8CRUSHED AGGREGATEBASEGRID 8"CRUSHED AGGREGATE BASE w/GEOGRID 10 MIN.T01=4It MAX. SAND ON TOP B BOTTOM 2' CEMENT STABILIZED SAND STRUT BRACING OPTIONAL CONSTRU( 'ION SEQUENCE 1. Take tracks 2 & 3 Put of service. 2. Drive sheet pili g - excavate to el. 15+ NOTE: SHEET PILING AND ANCHOR 3. Bore & Jack 4" )VC casing for tieback or SYSTEM TO BE DESIGNED BY install strut bra( ng, CONTRACTOR AND APPROVED 4, Make tietack & nchor strutbrace in front BY ENGINEER 6.SOUTHERN w (optional]. PACIFIC TRANSPORTATION J 5. Complete excavati< ' COMPANY. DESIGN SHALL a. 10'x 10 CONC. BOX 6. Construct reinfor( d concrete slab. .. FOLLOW AREA B SRT.C. w 7. Lay culverts on be a slab and fill to grade as REQUIREMENTS, w shown. = 8, Put track 3 back i service. N 9. Take track No. 1 C t of servic?. z 2 0" 2'-0' 10. Remove anchor Sys em or "strut bracing" and F - remove sheet pilir as shown on detail below. art 11. Make excavation or upstream side of wail. rj: 12. Continue slab & c lvert under tract No. 1 to N headwall. a LC SECTION A -A J-BAR STIRRUPS SECTION C-C SHEAR REINFORCING FOR REINF, BOX SECTION N.T. S. Po 3/4' Pronaided expenelan m4teriet ar Rxdwood board LOP noel !e' (Slope Paving Only) Notes: FULL JOINT HALF JOINT I. Full Construction Joints shall be placed in Low Flow and Trapezoidal CONSTRUCTION JOINTS bottoms ofmin, 20', max, 60' spacing and shalibecontincusthrough -, slope paving. 2. Full Construction Joints shall be placed In Slope Paving at min, 20, max,`60' spacing. 3. Full Construction Joints stall be placed of end of pour, 4, Half Construction Joints shall be placed in Slope Paving only at max. 20' spacing. �.� eOTrt `5. Mandatoryteel Construction JolnteShall Require Slandord Keyway Ih\\\% lop Steel 22". • 0 M E Upstream 8 Downstream of Channel Liner Top of Slope Paving TOE WALL DETAILS N.LS. s 7001 13. Continue backfill o west headwall t _�1L- �" 8"REINF. CONC. SLAB 14. Place track 2 back in service. 15. Build headwall for boxes. 16. Place Track 1 back in service.. ELEVATION REMOVE OR CUT THESE SHEETS I' BELOW SLAB TO CONTINUE LAYING SEQUENCE /-� �/-�"`tt ��J - -- to' x 10' CONC. BOX I -- 10'x 10 CONC. BOX PLAN) CONSTRUCTION DETAILS AT TRACKS 1t2t & 3 SCALE :1": 5'(H),I": 51(V) EL, 2 L O NOTE PRESSURE DIAGRAM IS DEAD LOAD OF 65H PLUS LIVE TRACK LOAD FROM AREA PG. B-20-11. NQIMPACT INCLUDED. /1200 PSF/.LF EL. 4,0 PRESSURE DIAGRAM FOR DESIGN OF SHEET PILE AND ANCHOR N.T.S. r Al_ Rev. Date D escrip on App. SOUTHERN PACIFIC B )X CULVERTS H.C.F.C.D. UNIT F1 )1-00-00 DETAIL S Design By: B. K.Vvr Job 114: 197 0 Sheet Drawn By: J.G,R. Scale: AS SI OWN Checked By: B.K.W. Date: OCTOE ?R , 1989 of 12 LANDEV ENI i1NEERS, INC 1706 SEAh IST DRIVE EXIST ft 19.1 NOTE 190' R.O.W. �� 76' - 0" t 67' - 0" BEGIN NEW WALL SEE THIS SHT. FOR RAILING DETAIL — TOP OF ALL EL. 21 0 - —SWALE BEHIND WALL' RAILING TO EXTEND SLOPE PAVING Exist. Slope Paving FULL LENGTH OF � --) —� WALL I i II I \\ ' I �I � \ Exist.l4'x 9' 2 � 10'z 10' I 10' z 10' I � I �� Baited Arch I CONC.�BOX I I CONC.BOX ( I � C.M.P. 4°DRAIN EL.533 i � I I _ _ � \\ . I— —� E. 5.33 III _ _ — - -_ �_ Ir E E ELEVATION WEST WALL LOOKING EAST ccnl v : I"_ In'tul I"_ In'rvi I. ALL 4"DRAIN LINES TO BE • CORRUGATED POLYETHYLENE TUBING ENCLOSED IN POLYESTER CLOTH FILTER (ASTM- F-405) WITH FITTINGS .. - AS REQUIRED. ALL DRAIN .. ,. _ PIPES TO HAVE CAPS ON UPSTREAM ENO. ' - 2. RETAINING WALL BACKFILL TO ' BE CONCRETE COARSE AGGREGATE _ (ASTM C-33-86 )_. - GRADING MUST FAIL WITHIN ' THE RANGE OF SIZES 5 THRU 8 IN TABLE 2 OF ASTM C'33-86. 3. FILTER FABRIC SHALL BE A GEOTEXTILE MANUFACTURED BY HOECHST CELANESE,TREVIRA 1145 OR EQUAL AS PER SPECIFICATIONS. IG - V MIN. II .uP 24:CLAY .FILL -- (-FILTER FABRIC �' COARSE AGGREGATE / BACKFILL• ( (ASTMC-33.86) 1:0„ 4' DRAIN 1'-0' SECTION A -A WEST WALL PLAN SCALE�I"-10' NOTE SEE SHEET 4 FOR SLOPE PAVING DETAILS. (FUTURE) SEE SHEET 10 FOR STRUCTURAL SECTIONS. (THIS CONTRACT) -G„* Exist.l4'x 9' Bolted Arch C.M.P. Shope Swale in cloy fill to - drain parallel with wall to " V " at south end wall 0 12'-0" MIN. to Swale at north end of / wall BALLAST - 14/ CRUSHED 2d'CLAY FIL ' STONE .� __ SAND . ' FILTER FABRIC CEMENT STAB. SANG( I NOTE : 1'-0" GAP BETWEEN BOXES TO BE FILLED WITH CEMENT COARSE AGGEGATE STABILIZED SAND ALL THE CEMENT STAB. SAND BACKFILL i WAY TO CANTILEVER WALL. BACKFILL \ASTM-33-86) CLAY FILL TO HAVE A PLASTICITY INDEX OF 35 OR GREATER. lo'xlo�eox \ I 4"DRAIN \ THRU (y0X SECTION C-C WALL BACKFILL DETAILS N.T.S. e ;ri, F- rl F- O Z '� PIPE RAIL 12" I/8 i IIFL�� 9�y II „ -u�l -m I/4"PLATE 0--- —1- - 1/4" HOLE I"x I �2' SLOTTED HOLES - PLAN SHIM PLATE END PIPE PLAN BASE PLATE 1/e"or I/16" PLATE RAILING DETAIL NOTES: -ALL PIPES,PLATES,SHIMS,BOLTS,NUTS B WASHERS SHALL BE GALVANIZED. - ALL WELDS TO BE PAINTED,GALVALOY,ARC OR EQUAL. - PAINT ENTIRE PIPE RAILING B POSTS WITH 2 COATS OF ALUMINUM PAINT AFTER ERECTION. -PIPE USED FOR PIPE RAILING SHALL BE CUT TO LENGTHS SUCH THAT PIPE ENDS BE LOCATED INSIDE THE PIPE SLEEVES. EXPOSED PIPE ENDS BETWEEN RAILING POSTS WILL NOT BE ACCEPTED. I'-0" 7'-6"(MAX.) END BETWEEN POSTS I B B 3"STEEL GALV. 6 1 4' O.D. FjOUND MECH. TUBING PIPES (TYP.) I/4 w/0.125'WALL THICKNESS 8" RAD. TACK WELD—/ � TACK WELD M 1/4 -►—+. (TYP.) (TYP.) - 5/8" PLATES I/4 _ �i tO \ 1/4 , 5/8"PLATE (TYP,1 M 1/4 _ 3' I " 3" I/4 i � �I I/2" II/ " g II TACK WELD _ I I/2" :.) I I/2" I/4�_ NUTS TO I I"BASE PLATE(TYP.) BASE PLATES 7/8"x 9" BOLTS W/NUTS B 2 CUT WASHERS ' ELEVATION SEC 'ION POST DETAILS BURR THREADS AFTER FINAL ADJUSTMENTS TACK WELD NUTS AND WASHERS. WALL RAILING DETAILS n N.T.S. `. _. _.._ Pi eDio Slooe ___. B�� I 36 in. 0.3 48 in. 0.2% --r �I 1/2:1 / i \, �� ,� , _ 12 BAR 'I � I ) 1 � I - � I \ I / � I 1 I/2:1.� � \\ ( / I � \ I / Slope if Nec sary,6"max P LIZro Ai� �. Backslope Swale �' 10' O„ 12' 12 _ �. I Ir� -w Minimum 24" ' I I/2 I 6 CMP. -� I I � 2=6"Moz. For 6 6° See SBChon i,.;�� 24"Q Pipe I 5.OZOf'For '.� 4"Gloss A Reinf.,Conc. '- —t" — Gage And ��_' �- • With 12'Deepx B'wide `:� I �' Gorruga)ion. 12 Toe W°II AIr Around r`'i?. �:n ' (Rei nf. With=4 Bars 0 '�-�%. .; •j ;: I 12" C.C.E. W.) .� .". a .1, BACKSLOPE DRAIN ""''" 3 SECTION B-B SECTION A -A � ' � Backslope - ,5'-0" 'Cement Stab. Sand Swale 2 Sacks Per Ton i #k 4 nq 18�� Longitudinal �/ , � Headwall I (I - I/2I u/2 I I 'I) BULKHEAD MALL Fabricated Elbow � �� s. '� $k 4 Dowels C4� I _ D"�- _ "��-� )g° C/C `^,�,. See Section B-B -24"Wide Banc For Defoils 20' Min. .. For Slo See Coupler (I or n ire, typ.) Table SECTION Q— Q _. _ BACK SLOPE DRAIN 4'6'� X I' 6" "V" for drainage behind Wall � 8' (FUTURE) j� M BULKHEAD . (^I Existing Slope I WALL Existing Slope Poving BULKHEAD WALL Paving to be Removed I �#4 Cq) 18�� Longitudinal �'�' _� N I �#4�1a IB" % M (FUTURE ) New Slope Paving DOWEL BULKHEAD WALL INTO EXIST. SLOPE PAVING Exist. Slope Poving SECTION M—M a 0 SECTION L-L s . , " i ' - � � tit ,�;: •`�a�( ' �� N. T. S. Rer. Date Descrip� oa App. SOUTHERN PACIFIC B )X CULVERTS H.C.F.C.D. UNIT F1 1-00-00 V1/EST FIEAC V1/ALL ELEVATION AIVC DETAILS Dasign Br: B.K.W. tab NA: 197 D Sbeet-A---� Drann By: J.G.R. Scale: AS SI OWN �!- Checked By: B.K.W. Date: DECEN iER, 1989 of 12 s g � LANDEV ENS �INEERS, INC . 1706 SEAM IST DRIVE Houston,Tlxas 77008 _. __ _ r a EL. 21.0 a 12'-0" I'_0" STRAIGHT WAIL \ OPTIONAL TOP OF WALL EL 2I.0 NEJI�� IIEII �[ 2' CLAY FILL I .II II . o P.o c,,be . (. •I v .{ - - ' #4(al IB'�C-C COARSE AGGREGATE ( NOTES ASTM - C - 33-66 1. SLOPE PAVING IS NOT DOWELED TO WALL. ONLY #4Cai 18"C-C THE CHANNEL BOTTOM IS DOWELED TO THE TOE OF THE WALL BASE. COLD JOINT 2. A STRAIGHT WALL OF I'- 9" SLOPE PAVING FOR THE TOTAL HEIGHT #8 (n7 IS"C-C OF WAIL w/SAME REBAR MAY BE USED INSTEAD-DF TAPERED. n IL11�i1 I ,�n�l�u EXTEND ALTERNATE # S BARS TO ItGll(�11 6 FROM BASE - IB"C•C 0 #8 @ 9"C-C _� 5'-3" I, 9" 2'-6" 1' 0" 4'DRAIN PIPE �I 0 � #7Ca19'C-C T ��, 'T�: #4Cal l2°C-C SECTION A —A SCALE: I/2 =1-0 (SEE SHEET 9) _ TYPICAL RAIL SEE DETAIL SHT.9 WALL MAY BE STRAIGHT AT CONTRACTORS OPTION _ _ ---� 4 # 4 BARS I 2#4 BARS I • I I I I # 4 Cla IS"C-C I N ( BARS Z BARS Zi I I I I 2#8lal fi'C-C I ( o O I BARS Z BARS Zi I I I I � 2 #4 BARS I I I 4 #4 BARS 2 # 7 Cal6"C-C I I � #4 (t� IZ"C-C CHANNEL LINING i2'• #4 DOWELS t Col 12• C-C 8" ip THICKEN TO 10' #4 Ca112" 2#B BARS Cnl 6'�C-C STRUCTURAL SLAB � #4 DOWELS Cal 12��C•C 10'- 0" ' SECTION B—B SCALES i/2"= i'-0•' SECTION C—C e #7@9'C �. #4 Ca>IB�CC` -o � #4 DOWELS #8Cn19''C ' #4 BARS @ IB'G-C- #4Co� 18"C- :� NNEL LINING FUTURE) -m #4Coli2"C-C N 4 DOWELS 3'-O''LONG C14 18"C•C TIE CHANNEL LINING TOE OF WALL.IB"EMBEDMENT 4'"SEAL SLAB • . NOTES: 1. TIE HEADWALLS TO PRECAST CONCRETE BOX CULVERT. DRILL AND EPDXY OR DOR-ROCK REBARS, SIZE .AS NOTED, WITH A MINIMUM OF 15 INCHES EMBEDMENT IN PRECAST CCNCRETE BOX. 2. TIE HEADWALL FOOTINGS AND APRON TO PRECAST CONCRETE BOX CULVERT. DRILL AND GROUT REBARS, SIZE AS NOTED, WITH A MINIMUM OF 10 INCHES EMBEDMENT IN PRECAST CONCRETE BOX. 3. 3/4" CHAMFER ON ALL EXPOSED CONCRETE CORNERS. ' 4. ALL CAST -IN -PLACE CONCRETE SHALL BE CLASS ":A," MINIMUM COMPRESSIVE STRENGTH (F'C) = 30pb P•S•I• 5. ALL REINFORCING STEEL SHALL BE AS PER A. S.T.M. A615 GRADE 60. 6. WALL BACKFILL TO BE ASTM C-33-86 CONCRETE COARSE AGGREGATE. GRADING MUST FALL WITHIN THE RANGE OF SIZES 5 THRU 8 , TABLE 2 -ASTM C-33-86 7. AT THE.CONTRACTORS OPTION, THE CANTILEVER WALL SHOWN MAY BE STRAIGHT INSTEAD OF TAPERED. BARS N 8� Ni BARS ZI 8 Z 3'- 10" BARS M 8 V 5 BARS M REO�D. EACH CULVERT REINF. BAR DETAILS ( FOR CONNECTING BOX TO CANTILEVER WALL) '. ALL BARS SHOWN ARE N0.5'4 EDGE OF STRUCTURAL SLAB BARS O� - 12" SPACING BARS O - 12"SPACING PRECAST CONC. BOX CULVERT y . D _ - - #7@9'C �. #4 Ca>IB�CC` -o � #4 DOWELS #8Cn19''C ' #4 BARS @ IB'G-C- #4Co� 18"C- :� NNEL LINING FUTURE) -m #4Coli2"C-C N 4 DOWELS 3'-O''LONG C14 18"C•C TIE CHANNEL LINING TOE OF WALL.IB"EMBEDMENT 4'"SEAL SLAB • . NOTES: 1. TIE HEADWALLS TO PRECAST CONCRETE BOX CULVERT. DRILL AND EPDXY OR DOR-ROCK REBARS, SIZE .AS NOTED, WITH A MINIMUM OF 15 INCHES EMBEDMENT IN PRECAST CCNCRETE BOX. 2. TIE HEADWALL FOOTINGS AND APRON TO PRECAST CONCRETE BOX CULVERT. DRILL AND GROUT REBARS, SIZE AS NOTED, WITH A MINIMUM OF 10 INCHES EMBEDMENT IN PRECAST CONCRETE BOX. 3. 3/4" CHAMFER ON ALL EXPOSED CONCRETE CORNERS. ' 4. ALL CAST -IN -PLACE CONCRETE SHALL BE CLASS ":A," MINIMUM COMPRESSIVE STRENGTH (F'C) = 30pb P•S•I• 5. ALL REINFORCING STEEL SHALL BE AS PER A. S.T.M. A615 GRADE 60. 6. WALL BACKFILL TO BE ASTM C-33-86 CONCRETE COARSE AGGREGATE. GRADING MUST FALL WITHIN THE RANGE OF SIZES 5 THRU 8 , TABLE 2 -ASTM C-33-86 7. AT THE.CONTRACTORS OPTION, THE CANTILEVER WALL SHOWN MAY BE STRAIGHT INSTEAD OF TAPERED. BARS N 8� Ni BARS ZI 8 Z 3'- 10" BARS M 8 V 5 BARS M REO�D. EACH CULVERT REINF. BAR DETAILS ( FOR CONNECTING BOX TO CANTILEVER WALL) '. ALL BARS SHOWN ARE N0.5'4 EDGE OF STRUCTURAL SLAB BARS O� - 12" SPACING BARS O - 12"SPACING PRECAST CONC. BOX CULVERT y . D _ - - 1 ' 12" - .p. v . `_� Z " Z lo" � lo'-o" lo" z U c) Q a a a. N N y _ � N _N I _N � - '� O. � Z Z — N W -. 0' fn K a a: a U Z a m m a �xo m o� am Wa az o� b wZ fn z Ip" � o 3 N � N = 0 N a �- �- - 10" 12 F Fo _ b,'.' 2 LAYERS OF —� �' —� � #4CX)WELSCdiB°C•C-3'-0" LONG FOR CHANNEL LINER TIE. TO EXTEND FROM OUTSIDE OF BOX CULVERT TO OUTSIDE WALL OF OTHER BOX CULVERT. SECTION E — E APPROX. 25'- 0" N .T. S. (SEE SHEET 9)., BARS M �., .o�' ••: .. • D •. • • •'e' �..' •� BARS V - 12"SPACING BARS Vi-12'SPACING * NOTE: BARS Zi AND BARS 2 TO BE USED FOR HEADWALL BETWEEN BOX CULVERT. BARS N ARE TO BE USED FOR HEADWALL ADJACENT TO WINGWALL. BARS M & V ARE TO BE USED TO CONNECT BOX TO WINGWALL FOOTING. CONNECTION OF PRECAST BOX CULVEI tT WITH HEADWALL AND APRON N.T.S. LS (al l2"C-C IRS 2S RS V Col 12"C-C ELS TO TOE OF WALL VERT SLAB Ca112"EACH WAY 1- U a N N N m Rer. � Date � Descril :ion App. .SOUTHERN PACIFIC E OX CULVERTS H.C. F.C.D. UNIT Ft )1-00-00 WEST, HEADWAI .L DETAILS Design By : B.K.W. lob No_: 19' 10 Shee1t Drawn By: J.G.R. Scale: AS : HOWN ■'O Checked Br: B.K.W. Date: DECE ABER,1989 of 12 LANDEV ENI s;INEERS, INC . 1106 SEA LIST DRIV& Rouston,Texas 77008 #7 Ca 19" c-cam ,■ 20'-0" 22'_8" 7'-6" 20't .17' 10-10"* 11'-0° 11'-4° 70'-0° E �—� SEE SHT. 9 FOR � F � E �A Ip'_ 0" 1 'pl 0" C 28'- 0" ' RAILING DETAIL EL. 20.0 EXIST. 24° � WALL RAILING FOR - I ENTIRE LENGTH I 2 CMP\ a 1/2"EXP. JT. �—_—_, �____ OF WALL. I � I �j`--,J� Exist. 14'x 9' _ Exist. 14'x 9' I 4" DRAIN Bolted Arch — Bolted Arch EXIT THRU W LL THRU WALL C.M.P. C.M.P. ��q"DRAIN FE8.66 CAP---_.,(„�_ __ � � CAP 4"DRAIN 3 -- I--------------- —11 -- IL5.00 r � � �L� _ - jll ( I 2 10'x 10' I � I CONC.BOX I I � EXT DRAIN THRU BOX l q�DRAIN I� _ �_ —�,�--CAP � t� -- -- E F EI--------�__�-_ ^- �------- �A �� . ELEVATION H H - EAST WALL LOOKING WEST �� SCALE: I 10 (H), I 10 (V) �B I r u V °d m io Q NOTE: ALTERNATE #7 BARS (FUTURE) _ MAY END Cc� 5'- 0' CHANNEL LINING SLOPE PAVING COLD JOINT ' U - U o �, N r # • 4'- 6" 1'-0" 2'- 0" #7(oilB"C-C I I '� T 9 � ^�� M #4-TOTAL 8 7'- 6" ' SECTION E�-E SCALE 1/2"= I'-0" EAST WALL PLAN SCALE � I" = 10' NOTE: SEE SHEET 4 FOR CHANNEL AND SLOPE PAVING DETAILS. (FUTURE) SEE SHEET 12 FOR STRUCTURAL SECTIONS. (THIS CONTRACT) (FUTURE) #4 DOWELS-24"LONG (ol 12"C-C �� " #5(oll8"C-C --� 20'LONG EXTEND 3' PAST CMP. WALL #4 BARS (off IB" C-C 4#5 BARS TO FOLLOW CONTOUR OF C.M.P. 'a :\ N T #6(al8"GG - #7Co19" PLACE TO 3 -0° EACH SIDE OF C.M.P.-IS REO D. SECTION F-F SCALE: I/2 I -0 - (FUTURE) CHANNEL LINER �#4 DOWELS (ol 12° C-C-24" LONG TO TIE WALL TOE TO CHANNEL LINER. I IO" SLOPE CLAY BACKFILL APPROX 6" TO EDGE OF EXISTING ASPHALT ROADWAY. EDGE OF EXIST. ASPHALT SWALE K 19.5 7'-6" MIN. S ��pF SLOPE T77O�� SWALE tCL�7 24'"CLAY FILL �p.��l)� /nlil'g �FILTER'FABRIC ' COARSE NOTE : � AGGREGA� BACKFILL 1. ALL 4"DRAIN LINES TO BE .� CORRUGATED POLYETHYLENE TUBING ENCLOSED IN POLYESTER CLOTH FILTER I, O„ (ASTM- F-405) WITH FITTINGS 4" DRAIN AS REQUIRED. ALL DRAIN PIPES TO HAVE CAPS ON UPSTREAM END. -- I'_O" 2.RETAINING WALL BACKFILL TO 8E CONCRETE COARSE AGGREGATE (ASTM C-33-86). 3.FILTER FABRIC SHALL BE A GEOTEXTILE BY HOECHST CELANESE,TRIVIRA 1145 OR SECTION E-E EQUAL AS PER SPECIFICATIONS. EXIST. ASPHALT ROADWAY #4(a�fe°C-C 7Ca� 9°C-C REPLACE ASPHALT RD. OVER BOX CULVERT TREN. SECTION G � G R. TRACK I9 �12'-0" MIN. BALLAST 2' HMAC ELEV. 19.6 SLOPE ---. SLOPE TO DRAIN EL 20.0 y— —_ CRUSHED STONE -'�� CLAY FILL ual I 2d'CLAY FILL SELECT SAND CRUSHED STONE ' FILTER FABRIC CEMENT STAB. SAND �� I NOTE � -0° GAP BETWEEN BOXES 0 BE FILLED WITH CEMENT ' COARSE AGGP.EGATE I TABILIZEO SAND ALL THE _ CEMENT STAB. SAND BACKFILL � /AY TO CANTILEVER WALL. BACKFILL \ASTM C-33- _AY FILL TO HAVE A _ASTICITY INDEX OF 35 OR BEATER. /// 10'x 10\BOX / \\ I 4"DRAIN THRU 80X WALL BACKFILL DETAILS N.T.S. EDGE OF EXISTING ROADWAY // ELEV. 19.50 SLOPE / 1 -1 SLOPE 12'- 0" MIN. EL. 20.0 n "-III 24' CLAY FILL tl'-n t _fl(_ � � FILTER FABRIC COARSE ' AGGREGAT� BACKFI L L . �(ASTMC-33-86) SECTION J - J SCALE: 1/2 a I'-0" t ,� V' DRAIN I SECTION A - A SECTION C-C � a Rer. Date Descr Rion App.' SOUTHERN PACIFIC IOX CULVERTS H.C..F.C.D. UNIT F 01-00-00 EAST HEAI �V1/ALL . ELEVATION AN � DETAILS Design By: B.K.W. lob R4: 19 '10 Sheet Drawn By ; J.G.R. Scale : AS HOWN Checked By : B.K.W. Date: DECE VIBER , 1969 of � 2 �� LANDEV ENGINEERS, INC . 1706 SEA AIST DRIVE HoustoD,lexas 77008 1 `' . t f ■ #4t7a IB'C-I JI KUI.iUKNL JLHtl STRAIGHT' WALL 1 -O OPTIONAL � TOP v O U • �, m #e � IB"c-c m ALTERNATE # B BARS EXTEND 1T0 6'-0' � #e(al 9'C-C o °' I iD m 4'-6" #6 (ul 9°C-C � ��— T �� B'-6" SECTION A —A SCALE: I/2"= 1'-O" (SEE SHEET II ) SECTION B - B SCALE � 1/2 = I -0 #a � le" c-c -6" NOTES: 1. Slope paving is not doweled to wall. Only the' channel bottom is doweled to the toe of the wall base. • 2. A straight wall of 1'-9" for the total height of wall w/same rebar may be used instead of tappered. 0 _� nA le"c-c SECTION C-C SCALE:I/2 = I -0 0 #4(oi IB ING iD #9 N EAL SLAB , 'LONG CHANNEL F WALL. o � I I N N Bl•:7a�-�3.1i3. .. BARS OI - 12"SPACING NOTES: 1. TIE HEADWALLS TO PRECAST CONCRETE BOX CULVERT. DRILL AND .EPDXY OR DOR-ROCK REBARS, SI•LE AS NOTED, WITH A MINIMUM OF 15 INCHES EMBEDMENT IN PRECAST CONCRETE BOX. 2. -TIE HEADWALL FOOTINGS AND APRON TO PRECAST CONCRETE BOX CULVERT. DRILL AND GROUT REBARS, SIZE AS NOTED, WITH A MINIMUM OF 1Q INCHES EMBEDMENT IN PRECAST CONCRETE BOX. 3. 3/4" CHAMFER ON ALL EXPOSED CONCRETE CORNERS. 4. ALL CAST -IN -PLACE CONCRETE SHALL BE CLASS "Bd," MINIMUM COMPRESSIVE STRENGTH (F'C) = 3500 P.S.I. 5. ALL REINFORCING STEEL SHALL BE AS PER A. S.T.M. A615 GRADE 60. :.- 3'- to� BARS M & V 5 BARS M _REO'D. EACH CULVERT REINF. BAR DETAILS (FOR CONNECTING BOX TO CANTILEVER WALL) ALL BARS SHOWN ARE N0. 5's Ca) IB"C-C 3�-0••LONG TO TIE WALL' TOE TO CHANNEL BOTTOM LINING.TO EXTEND FROM OUTSIOE WALL OF BOX CULVERT TO OUTSIDE WALL OF OTHER BOX CULVERT APPROX.25 FEET C C SECTION H—H , SCALE: 1/2"= I'-0" (SEE SHEET 11) BARS 0 - 12"SPACING .. PRECAST CONC.BOX CULVERT - • n • �'. •.� ' Iz" . :. l7 �. �, � 10" z z U G a a a a N N N N •• O N N � — o v. — .. _ Z O N N a ¢ w z a a m m a � m m • a aQ am •y'. y? 10' oZ j N 3 N z F=- � N � .. 10' 12' - F-Q •� ,� .• ••• n• d• .. D ••• , BARS M • •: .. •• • � • • n • �•.' •• BARS V - 12"SPACING "� BARS V�-12"SPACING :. NOTE: BARS ZI ANO BARS Z TOBE USED FOR HEADWALL BETWEEN ` 80X CULVERT. BARS N ARE TO BE USED FOR HEADWALL ADJACENT TO WINGWALL. BARS M B V ARE TO BE USED TO CONNECT 80X TO WINGWALL FOOTING. - CONNECTION OF PRECAST BOX CUI.VEF T WITH HEADWALL AND APRON _ N.T.S. C t ` EDGE OF SLAB 2' �• z a 0 J -� #4 (al IB"C-C � BARS M o #4 DOWELS N — �;�,� T T iV V � EXTEND #4 BARS(TOP THICKEN WALL FOOTING 2° LAYER)24"INTO WALL AT JUNCTION WITH FOOTING __... 2'-6" STRUCTURAL SLAB. SECTION D-D SCALE : I/2"= 1'-0" L� Rer. Date Descri� ;ion ppp. .SOUTHERN PACIFIC I OX CULVERTS H.C.F.C.D. UNIT F' 01-00-00 EAST HEADVI/Al L DETAILS Design By: B.K.W. )ob No: 19i 0 Sheet Drawn Br : J.G.R. Scale : AS : HOWN ■ ` Checked By: B.K.W. Date: DECEI BER, 1989 of 12 LANDEV ENS GINEERS, INC . 1708 SEAT IST DRIVE Houston , T ,xas 77008 -