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F101 - STRANG YARD BOX CLVRT (2)
, 00 A37.659 A �ov .. \� s r A • 9: TT A , .�ixx✓✓� 10 \ � i/�Jso 56.8 ° 12 •( J ""' rrr' 9�A ,r Se/ec/ed lands ."• Anal Frei¢AI Lines • � 0.9 J,IB SB A, SOS re T.< A Szi . C 5° 273506 0 , l /py i r. D R. Ca/arelr ' L H ackOurn //2 rSo 25.5946 A. �`' �4/������ ✓ P ScnumeMer [/it Denver //2 e Vol If• Z l.W. Nrckmanr Jr. 9 !yte �u e' II wentroo 0.09$ A . e. aD < e'earan ,,, Mir °�P a' <Zej trir„ire ✓ t ' Wm /a r ,Plea " g�i;, a , war*$,', � . \ T. ie . A, Vy, C i 545 '049A '>,.. ' & , Q > � d9 ,S' , •;o�'x < -,. TRA m Pottle ..WD, m _ E e 4m �Es< ra A. sou\\ uD ra ar .w� ren aer �l � . o ES ✓ E a -� /err oOI _' 0 3 x`. co a �_= W eme� m B _ zs �- rzvence r.i t 14 e§ o , d° i ., > 3 . n ,� se en. so // <✓A ! '�` 2 E°$�� •• sw ` y�y ('� ' ° °�u & EI x - z N eaI tix /9.91/A. 1 996 A. �G °;I��4< .' E >, >a a kin �I :19$t01 ,�' .$1'E'..o4-.w 907 Pacific 'csoutntam n �Feilh Chunn ✓r. ......y:E :.:. .: c 0B624In IJa ��', n pkvQ. PINEOROY4, twee nercrrr y23 /626 0 aka CN A. 't b� N CA. 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DESCRIPTION COVER SHEET 2 ACCESS MAP 3 TOPOGRAPHIC AND STAKING MAP 31GEn=RAC NOTES 4 DITCH TRANSITIONS 5 BOX CULVERT - PLAN & PROFILE 6-7 CROSS -SECTIONS 8 DETAILS 9 WEST HEADWALL — ELEVATION & DETP[LS 10 WEST HEAD!F!ALL DETAILS 11 EAST HEADWALL - ELEVATION & DETP[LS 12 EAST HEADWALL DETAILS i LANDEV ENGINEERS, INC. 1702 SEAMIST H OT UTSTON, TEXAS 77008 COUNTY JUDGECKELrRABBIS COUNTY FLOOD CONTROL )ISTRICT THOUSTON , TEXAS PCT I EL FRANCO .SEE STRANG YARD BOX Cl1LVER1S PCT 2 JIM FONTENO H.C.F.C.D. UNIT F 101-00-00 PCT 3 ST"VE RADACK STEVEN D. FITZGERALD, PE, MICP IEL D. TA48OY7-, P.E. COgoo PCT 4 RY F Sn JE R EVER I PROJECT MANAGER ENGI IEERING DIN. MANAGER w E EXEC, DIR ARTHUR L. STORE Y JR9 ART, 'UR L. STOREY, ✓R.,P.E. He Co F. Ci Do ERNEST C. KOBS, PE EXEC /TINE DIRECTOR OPERATIONS MANAGER 3Ig6 She :t I Of 2 IQ I / 96 Revised - 9 Updoted Rer. Date -- --"-��pescrip ion App SOtJTHERN'PACIFIC E OX CULVERTS H:C.F.C.D.'UNIT F101—OD-O'0 AC"CESS MAP Design By: R.G. ' loh No- 197 J Sheet � � " of �'12 DraNe` By : J.G.R: Scale c l° _ . 00� Checked By : M.L.Z.. Date:' OCTOI ER 1989 , LANDEV EN1 e1NEERS, INC,." 1706 ;SEAS IST DRIVE Houst`on,T xas 77008" .. - :. , , ,: Foot 111 ..::: _ „..t -- .. - _. .. _-_ IF I IF it y BENCH MARK 1J85 57 42 E -'300.0 - NGS BRASS 0IS C, OESlGNATION W1204. ,LOCATED , AP0 PR X to 0.6 MILES WEST ALONG W hi . ,, ( �• AND POWER "COMPANYFR OM THE INTERSECTION WITH B ROADWA AND SAN HOUTON<LIGHTING >. �.- JACINTO AVE* PAT LA"PORTE THENCE 1 35 - : - _ MILES ' ALONG S OVERHEAD tfNES MAY EXIST ON THE PIF—ROPERTY. $ G STATE HIJY, 146,;AT THE S:P.R R. �. WE HAVE NOI o OVERPASS, 7.5 FEET NORTH OF THE NORTH RAI F ' " ATTEMPTED TO MARK THOSE LINES'SINCE THEY ARE £LEARLY" a L Q THE TRACT 74 FEET E = AST..OF THE CEN _R LINE . : r IF OF ` VISIBLE, BUT YOU SHOULD LOCATE THEM' PRIOR TO BEGINNING (a ,- THE EAST LANE F FOPOF 0 THE HIGHWAY, SET :� THE TOP . - CONSTRUCTION; 'TEXAS LAW, SECTION 752 HEALTH-ANDSAFETY - -- - - -t OF THE NORTH END OF T — n r cT w o :o HE EAST CONCRI TE . SET OF , CODEF0981DSALLA,•,1V,IESINWHICHPERSONSORTHINGSMAY d t C> • THE 'OVERPASS`, AND ABOUT'5,5 FEET BI _OW THE COME WITHIN SIX 6 FEET OF LIVE OVERHEAD o l I oIF LEVft .06`-TkfE ;RAIL:S_ O HIGH VOLTAGE M i i M LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE t ,, - WARNING -FOR SAFETY OF CONSTRUCT ION WORKS 3 i iiB DATUM Afl3. t _Y 18.;93 RS UNDER THlS LAW. THIS ( , .n LAW'CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRA A OFI t �' DANGEROUS HIGH VOLTAGE ff�+ETEMPO ARY CONSTRUCTION AREA - AY FORrtINES:TO BE TURNED OFF OR MOVED,.GALL H.L.&P. AT (713) o (STAGING °IF It ( GING AREA CALL DOUG HARM ;AT 623-3054 228 7400. M o 48 HRS, IN ADVANCE MON.-FRI. o SEE NOTE 611 m T M #135 - 60D NAI1 SET IN FENCE P� ST 43'IF z I „ Be00 A M: _ 1 w SOUTH fiLOrIPi'FE'(CE'LINE .- ROM CORPS T0,4:00 P.M. PRIOR z ! CORNER r tookT c, �. I POST ,ON EXISTioff� OUTH D.W. OF` 0 ANY CONSTRUCTION: -w. I I _FIFF A i; F101-0 �-QO 450 a _ _ - \ ci�T- of EXXQN t a I L PIP:ELLNE EASEMENT. c �\ i ELEVAT > 1 ION 21.35;(1978 PAP O o i w . � / A0 * JUSTMENT) . BOX CULVERT CONST.'rL STA: 3+09.00 = ,: o a ,. � i ' : ;.,,, a I at — Pro FI01 00 .00 ` .STA. 57+50:51 (67 LT. - w 80X CULVERT - : 4. ) m I CONST. ¢' STA. 7 + 34s48 -_ , .: � . r. '.'DITCH -ST + e I o _ H CL A. 78 13.62 a _ J c w , FI01 00 00 STA: 53+25.13 67. - z, i ( LT.) KE IN POWE i.POLE a o x SITE?BM 1 R.R, SPI - o T — , . zON w t DITCH .r STA. 82t39.17 ICFCD. ci._ p ON SOUTH SIDE OF Lt \ . r c._ z : NGY.ARD I . o R:O.W:. WEST SIDE )F STfiA . - 120 H.L.B. FEE STRIP co -.� m ;� a -• - - - ,.g. . -� �: ,' ELEVATION:=23.84 '. .. _...a 1 :< - (Vo1. 4596, g.106, H.C.DR.1 m •- .. PotSouthern'Ppclf¢ Tronsportatlon Comp°n WETLQNC -QREt# �� vo 1. 7990' P . 5I5 H. y + ON SITE TBM ¥2 p-R-8P TH O POINT 3 POLE dF x 9 C.D:R.) - ON SOUTH OP HCF D.ON'EAST , ' W ., a RANGY ,RO _, SIDE OF ST 2 .H. P 0 L. & N692928.314 - - I H I o ....-''ELEV .:7 , ,. i E 3256854.004 ,(+>�ii1.8226If w - I , .. 187,H.C.D.R.1 o. _'... ]. _S86O57'42"W -300.0 : : '., (SEE NOTE 4 ) I (: . I ' Exist. 100 :.R.R. ID W. a � _ o I .. .. •, .: - I , (Vol. 4,P 97, .D. .) ^- :... " N ° LIMITS m o . rr OF _ v v a .2 2221 } h 111 xv. x -.2Pot�' �.� xZ1 , `�' ;3` ..� ,2� 22 %'8Q - H.C.F,C.D. R.O.W. 0'� ak 2 I Cato W --oPow IL I J. N W 1 . ?'E SET 5 8I COP TO OGRAPHIC SE L E: SETS 8"LR! J - - c .- I- - o EXIST. R P: (TO ,BE t 3 ~ J FUTURE DITCH :o w�3 o' RELOCATED BYOTHER� _: - - 395`R, _ 0 1 W P--- o---------------------__PP _ _ C NST. PRO C.B.C. a g i `, ` 'XI' 9 a a'� �A a 0 A 9 1 -A 'd a b ry - o.00 _' oo zi+oo 2 2' w - 0' 20 2 - 2t. 2• 2' 22' 2 M 2 2' I. �. t. 1 T+oO a+Oo DITCH C :T. S A.77+55.04. - p n J o 2 2 x 2It 1 + p — 9 �, 0� H NS 15 `55'E 1 90°CO•CO' (3 N s_ FND.5/8"-1.R, a : _. Em �_� 1 r ' t w/CAP - _ w \. PROP. DITCH wm .. 11 - _ 'Exist. 40'H.C.FC.D. ESMT.tf (Vol. 1873, Pg. 357, H.C.D.R.) -POPIFF°4Foo5• I.ine W (FI01800100) 199,98 IL Exist. Ditch - L.O. Etheridge _ (Vol. 835, Pg. I, H.C.O.RI '- Dote: I-9-25 ' I e- IF e'.'._ o P Mimi PLANE COORDINATE SYSTEM, So UFF CENTRAL �If,9l�IJ�O�■ktlC■�C�■I 1ZONE AS DERIVED FROM CITY 0 LA PORTE (t.f I ■(■■©�6T■��IGl^tIi�OIf7,�fJ�i ®rNl7�i'.]tll.`It_laat•tt��rtLau� ��: •• r a • • ine ••-• • • mjf VIF1BY THE COMBINED SCALE FAC` )R OF 6,9698817. 16 0 G WARNING DANGEROUS HIGH VOLTAGE `IMSMISSION H -0 -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. HIS CONTRACT) BOX CULVERT CONST, CL STA. 3+00.00 = F101 -00-00 E a o PROP DITCH INTERCEPTC DITCH CL STA.78+04.19 o H 3+09.00 a , w (THIS CONTRACT) Exist. H.L.B P. Overhead:IIIIIIIIII\ W ° Transmission Lines - SEE SHT. 8� U c uIft ° � o MATCH 11 OF `gHn a ° EXIST. DITC m 20' H.L.aP. 120' H.L.aR FEE STRIP _ _�" w to ERIAL ESM'T. w O . W EXIST. DITCH T N. W fLj BE FILLED TO .G. 5 0 Exist. 20 i PROP• 24 G:C.S.P O O Tenneco P/L• ' (THIS CO T %w I _ � 3981R /H,C.FC D. R.D.W.' PROP. IT , j 40' O idddl Exist. Mobil � MATCH [E OF 0 R Marker RIP -RAP IGRADEi *1 I�I EXIST. DITCH \ CO AD. PROP o HEADWALL D�rOH \� I+oo z.tor !3 ala� 0:.00 _ — It I It 14' PROP.Jim T. . —_ 61 -a MATCH EXIST. ff — j b� o 83°45' IY _ I ' Exist. T. B. �„'_ I IftA IdExist. Ditch ' — PROP T.S. [. :' 5/6"I.R. w/Cap (THIS C0NT ACT). _ r Exist. 6'C/L Exist. T B. S.W.B7. Cob a Fence Exist. N.L.& P. Overhea�� P.P. P.P. 1 Gos Valves QAmoco Pipeline Marker' , Fence Gas V Ives Volves ftt TRANSITION TO EXIST. IBEGIN C.6.C. STA. I+g5.0u Exist. Mobil , IP. Marker I Vj too. I: 9 ; PROP. g" CEMEI •STABILI ED S (SEEN TE 3) Exist. 18" Amoco !E Exist, 18" co IC WE i i R 0 r) 'J \� r1 I1 PROP DITCH INTERCEPTOR (SEE SHT. 8 FOR DETAILaJill 0 EXISTING DITCH TO BE FILLED TO N.G. w PROP 36"G.C.S.P. 1 CONST. PROP. C.B.C. < FrF s+nn +00 + x 10' C.B.C. EXIST. PP TO BE TO BE R MOVED RELOCATED BY OTHERS 5� Exist. 14'x 9'C.M.P. a a )0 BASELINE - S86015 55 W-425.38 i- Exist. 14 x 9 C.M.R ,Twol" REMOVE CONC. ( SEE SHT. 8 CONC FAR CULVERT CONST. DETAILS ) Exist. 75' Tenneco Gas Esiri t .�) NOTE: ALL PIPELINES HAVE BEEN RELOCATED BY OTHERS 2a n 3 J Abandoned IB " Amoco P/ L 6 MATCH EXIST. m DITCH fL w __t (THIS CONTRACT) BOX CULVERT CONST, STA.7+34,48= F101 STA.53+35.13 (67 LT.)= DITCH CE STA182+39,17 STAGING AREA \/- RIP-RAP'GRADE#I PROPOSED. T. S. IB'Amoco P/L MATCH EXIST. DITCH 9+00 c_ FLOW _� �-CEFUTUREDITCH FL Exist. Ditch _ S86°53'35 W Exist. T B. %n BENCH MARK NGS BRASS DISC, DESIGNATION 'A1204. LO(\TED APPROX. 0.6 MILES WEST ALONG 'W, MAIN `.F., FROM THE INTERSECTION WITH BROADWAY AN[ SAN JACINTO AVE. AT LA PORTE, THENCE 1.35 TILES ALONG STATE HtJY. 1463 AT THE S.P.R.R. OVERPASS, 7.5 FEET NORTH OF THE NORTH f\IL OF THE TRACT, 74 FEET EAST OF THE CENTER [[NE OF THE EAST LANE OF THE HIGHWAY, SET IN Tf: TOP OF THE NORTH END OF THE EAST CONCRETE `:T OF THE OVERPASS, AND ABOUT 5.5 FEET BELOW FHE LEVEL OF THE RAILS. 1978 DATUM ADJ0 ELEY, 18.93 TBM 135 - 60D NAIL SET IN FENCE POST 3' SOUTH ALONG FENCE LINE FROM CORNER POST ON EXISTING SOUTH R.O. , OF F101-06-00, 450' EAST OF EX ON PIPELINE EASEMENT, ELEVATION = 21.35 (1978 DAT M ADJUSTMENT) ON SITE TBM =1 R.R. SPIKE IN POWER POLL ON SOUTH SIDE OF HCFCD R.O.W. WEST SIDE OF STRANG YARD ELEVATION = 23.64 ON SITE TBM �2 R.R. SPIKE IN POWER POLE ON SOUTH OF HCFCD ON EAST SIDE OF STRANG YARD ELEVATION = 22.08 NOTES: 1. EARTHWORK TRANSITION THIE CONTRACT, 2. EXISTING PIPELINES: 18" AMOCO PRODUCTS (2) 64 UNION CARBIDE 124 AMOCO GAS 20°.TENNECO 6" MOBIL HAVE BEEN ADJUSTED, BU" THE OLD PIPELINES HAVE BEEN ABA 'DONED IN PLACE. CONTRACTOR SH) _L NOTIFY PIPELINE COMPANIES A JD "HAVE RESPECTIVE PIPELINE COMPANY REPRESENTATIVE ONS11 = WHILE EXCAVATING IN THE ARE/ OF THE PIPELINES. CONTRACTOR S 1ALL ONLY REMOVE OLD ABANDONED PIPELINES AFT ER VERIFICATION BY THE F=SPECTIVE PIPELINE COMPANY. CONTF ACTOR TO COORDINATE NOTIFICATION AN ) REMOVAL SO AS NOT TO DELAY PROJ :CT. (SEE SHEET 3 FOR PIPELINE NC rIFICATION .NUMBERS) 3. NO SEPARATE PAYMENT F 1R 6 CEMENT BAND, COST SHC JLD BE ,INCLUDED WITH BOX CULV :RTS. �j ..... ... ......__....._............_........._...................«......._.................._...................._-........_...._.._-'-_.___... _«._._..._.._ .«..___.._.....____..__-.. .. ........._.... .. '- __...._ _... ..._ .._-_... __ 1 I-16-96 Revised g U.dated CfiA N (ai O. 5 �' TR E'A fl 4 TIM 8 �_......... ..... _.«. _. ......-.. .........._...............«.........._.............._............._...._....._.._..__. ».FU» ... ____ ._. »_« ...».«....._..__.._........._____...._...»..._._-....._.._........._ ........_._..._. __._..._._ ,.,_ _......,... ._ , . v r .o - a.. •. .. ..o r. . vw, 5 .Yr .'»'. �- ... or • :. y .'.•°.y:. •'t•:T-. •..p.._:,. �.... .__....... ._.._... _..» »....._«. ........_..._ _....».... ...._..... .«_...-.. .._.._ _ ..«..... ..__ •_•__« ._...... _...._•-- __. w . a SOUTHERN PACIFIC B )X CULVERTS T AT1 4 x 6 1iN 8E _.. __ _._ _.._ _..__. _._... _ __._.._...._.-.....»._............_..._._..._ ...._._.__....__...._..---_........_..__..L_......._.._....._.._......._............._._..........-..__--.._........__............. ........._...... ..._.._..... ...._.. ...... 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SLAB __.-...«_... __.._ _ _....._....__-.._..... ......_...._._.. _ _ 3"C.EMENT STABtIZED ANC —.__...._....»..._ ..«__..... -_.___.._....._._.........._._._.......__._...----.._._...._...-_---__ _ _xis c roe _.__._.__.___..._.......»_«............._.._.__.._......_........_...._._..._____—._.__-__.._ —. _._.__..__......_................._.._..__.......-__ 1. _.._..._........_....«...««_..._««.....____....__.._.._......... _ ....... IT IONSLEVELING-.«_.._..._...__.......--..._._.._—...._____._.....__.._»._...._ ——.__.._.._.... -. FI l"R IONS ....._...._ _. _......_...._.. _._.............._.__..._.._.._.__...__I _._._. _.» .».. 4..Is M_ _........._ »... ». _... _ ...._. I. _..._....._._-_......._._._.................._y....._.___........CONST, STA. 0+0) TO 3+00 1_...........».............._.............__...-...... -.. _.. ._. _. ._......._...__.._.__.. _........_. _. _....._.....__._._.. __.._.__.._.. __._......_.... Exis _.. __..«.......» ..____._ _ _.... Adime4-..._...................................... NST. STA. 7+2 9 TO 9+00 Q44 ,__..._._..._I, ._..-..-..._._.__....._...._..._..._._._... _ _..—_._._..... ._ ... ._..._._......-....._...._.._.__......_..... t _..--rn- -- � Design R.G. Job N4: 19 10 Sheet _ _ _ _ ..... _.»..._......»...._...._._...-.......».....4.....__»..._........__....._..._..-...._._....._..........._._._...-. - ...-....._........_.......__...................................................._....... - _.. _..._. mat, InP AA Taf?-0. - c7- U ,� ...._ «.«.... _.........-........_ ..... _ ._...._ .-......_ ........... ...............m _.:._.. _.... _._.«_._...__.......___........___..._._..._._........_..».._....._..___......_........_..___.... Q..»..........-.-....-.._.......... -- _ ___ __--- --_. » »»_._«_. _�_ __.._z _.__..... ........._.... ».. ___-.. Drawn B • J.G.R. Scale: I � r = 4 r (H) , I'r = 4 r (V ) ....... __._»_..._ .._.._.._.__.. __--._ ..._.._..__._.__.._.._-.-------______.. .___.._.._.._.I"f._...-« _._._!-.a1_.. .._«_..»...__..._»........._» _...._..»..«......._...»«.__ U ........».__...._....___-.»_........_._...._.......__ .._....._..._........._-_.._.._...«..»_.».___.._......_...._........«..__..«.:..................._........_......_..._.._._..._'___.._..._..._....._.._......._........__..__......._.. to _..___.._»._. 1....___.__...._.._._—.._-__._____. _ _.._..._.... ... _...... _...._. _S!2» .._ »._......___.«.«___.___.»»_._.-._....._-._._...._........_..._.........:.___......_..-.._.._-._.___..__....__ __........_..-.__.....__..__ __.»-.«....--....._ _.._.»...._.___..._.._.........................._.._..._........» «..._..._..__.....-.«_..__.. _.-._...-..__.___ .. .. + .» _.. U. � z _ _ _ ____.___............._.......__...___.._...._....._..._ _._.. 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UNIT F 1 J 1-00-00 - CROSS— SEC f10NS Design fob N9: 197i) Sheet> — Drawn Scale : l°= 10' H ),111=J0 M 6 Checked Date: d.CTOE ER71989 of 12 LA EV ENO I EERS, INC 1706 S E A M I S T DRIVE Houston,T.eKas 77008 1 _ ®_ ® ® s ®tt\t. ®_ ® ® ® orore\r__ rw�a la\■mr®® ® - ® ® �� ® �a�� � . rl�etl��\ sue ii___fl ® � � ee ® ®L•®®® S ®S® fit•®—� s �� ® nrr .errmr® � ®®:� ®®�® ® ®� � �._ .. � o ...�...��_ q .� t�t�r � •�� ���s �...rt��■ ®_ t.�— _�� _� ® �®®I® ® ®®S®��" �r —®® — ems—_e _: ® Se ®�ots � ®a—��� _ ® ® �® ® ®�� __ii3!tR�iSZIrT�TS�� ________________ _________________ —. - -® ® fit• - 11I1J ® p' I, ________________ ________________ ________________ ® ® ® ■ � �0® /— ® _____ ____rrrr � ��rw ® ® ®\®At\67i7f191��e�I _ � �- - - � � —®� wtW� a O \ Geri ® ! p _ —■ I\ �® ®t• �Ls'• \ acs w�.. •:�wof � �� �� • ��_ � ��� �i ® ® Crowet._ 0w ® ® ivws/ ot.® _ �_��®r!s®t•® rte—mo ®�� ® �� �� —�a� —O �Ita� R>• rt�ia+ LL•l/ 9r ® � l•�:lV�e ® e•® ��r . ® �! ®� —_� �' • 't /E7_ llI fTT! ? ._____�._�_ N �® ® � �®t® . ®-___. ® �1 -- ��_ �;. _________ ®S� ��� �Jrl_�W✓C6'fPJ . _ _ .•_____ Rte® �i® ®® ®®��®®�_�t♦���� • S— ® ®—� ��0� 7r____i ________�!� !'.1JIT�� -i >c7fR.TST' ® ®®®®®� ®�®- - • ® � � e—��— ®� —e ®®® ®����®mss ®•\®��_t����� ___________ ® ®®®®e®®__ tl_____ • � � � ��� _ ®��o� sr_____________________________________ �® �e�—� ��i� —�® ® �r..� �■� ems: ®�'� �o�® ®� s� ___ s �' • � �e® .��� ������ ��s. ® s.sri�®�a� col ®�■■—�.®®����>_� • � asrw � ® �����o�oeo_ o�sw�ss�� ® �s®®®��®�®\ �t�\rt• ����������®®�® ® '..'�®�®®sue® � �arm� e•�!.—_®_mot—� — �� ®�� t•®� ®--�—� ®moo—t�s��—�� ®t•���—■ � •� ®moo®® __ ®_ ®ems ®��® ��—t�—�t! � ��� �oesr■�� ®®mow®®_®®®_®� s.�.. ��� ® � ®®®®ate _ —I =r.® ®ot®s� � �oo _ttt+•�_ oot__ — ®®_ — ®sr® _ • 'ate■��—�������®��w_r-- ��® a®ems=®®® �����slr����_w��� • �i��e ® �� �® ®��� � _____ ®a mss® ®r�or ®sos • ��®�® �or� s����or®®��—�iT ® ®.®®® �-iii®®Sr����r ® —®®®®®® ®_tom. • — ���ar•e•swwv—��a®to�t�wt_o�����r ��r�®.�® sLl�® . � . ®. ®®���� �_�o®�_ ®_ �srrty.�arrerrre •I> r.�yr•T�:�.���—®mot!®_ i��� ���®�® ® ®era®ass®®®®iZ® ® ®®����®� ® —t-- �t�®�_o.7le�:sa+.T:®®mss®®®®�ee � r ® • ®moo_® � ®® ®��®rte®®�rrr_��®®r����ere®® roi�r, s o.�� ® ® A ®®®_ ®� ®®_— ®_a •_���o ®_ a®o�____ ®®®®®ice®®®__ _ _ i�®s�r��o•�®t��. _____ _®��® ®s®®®® te_®; a ______ -----�------ ®----® -----��® ®��® �®®®moo ®�_® ®®®® �—®® mss® ® ® ®.,ar®sn��w� /f A�.3i- 7�G i9•P ///.lOrt/ / I • •® ®® ®®®� _ �®®®®®® �®L///i I ^.i/� 7.1u ,%tq/ L/4Jitis.. a c — ® ® ��� ®®® ®® tS.VAl1®�a..r/fYi ______________________ ___________ � ___________ _®®®_®__®_®® �fi;FaPf ! i�if3� t'' .. w .. . . . - - . ::. :4444 :- . . i, . .:: 4444: . : .: - .: ., -- ...-.-444__4._-.._.._...._ - . LL sets Detail ' ' . _ } I -m ,.m I _ _ BALLAST a RAIL BY RAILROAD . CO. . „ ' t , - 4444 . P WEE BOLE i SEE _ t , Deta B DETAIL A I :.: - .. _ . . .. . . , 4444 :. 8Y RAILROAD C0: O . . . PROP. SWALE FROM TOP OF CRUSHED AGGREGATE BY RAilROAD C0: _ .. EADWALL : . : . : BEHI .o 4444 _ . ' : ;; 1 _ :::: 4 , . . . . . . . o • .e. ':0• �.e . ^ : 6 ` - 8 TOPOF .GEOGRIO - . . , . ' , p I 1 r _ . , B TOP:AF. CRUSHED AGGREGATE 0 .. 0� • a e0 . , o, e • o� o•o a0• ` O 1 ad Side Ditch „ . o . a . � p . p 0.0.((� . J - J . . . : 6 8 TOP OF:GEOGRIO' B 1'OP.:OF BAN SAND * - 44 :.4`1[. , c _ , ;..<. ' 1 o K • : , S ND .. 4444 . oQ 4.0 ..s•.•. ... . ,. .. . . .. • 444 :4 -:g..=n9.-+LbQ,--f-., .. . <: , 4444 : O _ . . . . . . + e . . . . ':mss . .. .?r-•S� - .. _ , W , .:. . . . . .. n , 1. . . . .. ,. ..•• 4444 . ., . / .r , 4 444 . . . . 0 _ _ . . . - . . . : , 4444 .. .. . . SAND .. 0 . .. . , .. . 4444 , , 4444 .. . . . . .. . S N . . _ _ . . L 4444 10 MIN. 1 4 . MAX .. . .. 5 .. . . .. ,. :: 4 : ,�. , . ( ) ( ) TOP OF-CEMENT BT BIL ED_ NDA iORY ConsY. Jotni . : . . . ». .. 4444 . .• . . . A 1k . . . .. . . .... . . . . ... . . . . ... .. . , ._ M r . .. .. . ... . ,, 4444 .:• . .. . .. . .. . 4444.. _ r , , ,, - _ _ . •:: _• .;. 4444, . ' r • vie, standard Ice wd Y Y , # u 2 - 46ac3 1 • 4444 . .;. ., - . . . , . , . . , - � i : - .. _ . .. ,. i : : . : . . . . • . . , La ' Steel 22 r - , . ..: 4, 4 ,44 ., . . P . . I . - , - - ,I ,._. ,,. . .FILL i THISV H . . . :: . . ., : I - 2 O . .MIN . N „ 010 S ALL B6, HAND . .. t ., _ f _. - TAMPED IN 92 LAYER3 �T0 INSU N I :. f 0 5 :, : r, . - - RE 0 VO DS k': '. , 4444 - , A, _ .. --OC: EW. m _ , . 5 . .. , , . , 4444. . , _ - , , . . ,,:• . - I :. : 4444 , .. -. .. \ . . n , . . ... - N t . . . 4444 . 4444 'I. 4444 ,. :. _ . . Mtn. -` ? N. .?. _ ,... _ r MANDATORY ; : 4 . ,,eat S b a 6 70 . dentot _ to :bot torn , . . 7 : LL CEMENT y New STABILIZE n l0 0 e D BAC ./FILL 4444 . . I � i : . : 4444 a Ploe einforced <Class C 'coot. B�SHALL ,AS PER .SPECIFICATI _ . SM tl BE PLAC_ ,. ,,N : R AND C • ,, . ,. . , . .. QiNPACTED AS r CEMENT .STAB _I, : . 4444 . , . :, •: . . ;: _ .. ,. _ . , , _ ,�. ZED SAND - to BD Toe PLAN ER SPECIFIC ton constr: otnt : : - - . • Y 7 PROF 4 REINF.11 IFICATIONS o Drtatl A La i _ AND SHA[L'BE P _ P . CON[, - 10 0 2 Sadks Per Ton LACED : AN D COMPACTED AS- . . - . , b Sto Iillze a PEH SPECIE d . S nd ' ICAT..IONS. 3. r, '. . ' 10 -, : : . B 7. 11 1 • -4444 2 - 0 - u u . . . 4444 . , '.v , o ALL .C :E IL A :. _ AGGREGATE DETA ,. c +. BASE SHALL N a q N SECTION A 4 R P AL CO CR D HA . _ C N . BE AS PER TIONS:AND:SHA - MT.S . _ p o LA ED`AND CO 1.5 .( tYo-) MPACTED AS PER t a _4444 SPEC IFICATIO __ 4444 .. ._ F 12 r T , u ," , - _ ORCED CONCR T # 4 rn IB C C EACH WAY m . Road Slde Oltch IL E E $LAB SHALL t N FC OF 5,000 PSI AN- DtAIORK a 3 C ._ . - ._ . - - . L. BE ALA DtNOTE . GEOt ? ID 13. FEET WIDE . T_ 444: 4 �• LOWED WHEN IS 0 . . . .. _ . q , :r SAND LEVELING COURSE t . . - „ 4 Cioss A RemL •:Coot - ' - -. 4444 . /12 -2,000 PSIS 4 ,444 :, �> - , - . .. . , .. - . . I ATTAINED. . _ BE 1 _ ACED CENTERED . : : . . :4444 - : :. 8 : _ : :`': - ., ,:. , ' , DeA 6 . WIde ,Toe :Wall A . . .. . : : - „ _: . :.. : I ON , II _ 1 p , II :r 28 4 . . . " . _ . . _ - . . aF , :>, EACH TRACK AND LONGITUDINAL . . - : ; : .- . _ , . .--,. :• . . . 4-0 . . : . : ' ' .Araund : { 4 Bars 12 D.C. WITH RAILS. GEOGRID SHALL . : 1.. . : 4 , 444 : • 1 .. ,,:44,44 . , .,,,_ 1 BE f :ACED .TO . FORM Att' F00T ' „ <'.. °- . .:. : : . : . . . . : - . ,_. _ :. 4444 'wwv . • :. L - . OVE LAP - AT JOINTS SEAMS TY.PfCAL CROSS SECTION . ! -SECTION B 8 ' t u " :Exist: Ditch — SCALE • 1 - 5 { N 1 , I • 5 ( V ) , . :. - . . . . . . , - _ ,• -. IP is -. - - - : ,,: - . . ., . 4444 - - G . , :` ors'. I _. r a P r n ( s . . 58 ,v M 2 F- . _ o s . no 12 ac VC D ai tYR) _ - • A . 1 ., t: -ff. (L TRACK NO, 102 . . .. IS : . _ • _ I abricated Elbow . . _ . : : - ,+. . , '. ;; ?RACK N0: 103 . . : . . - 4444 A sue, : ic . , m . . _ . :: - . - 4444 . ._• . - . . 36 CMP - . . o . `, : Vlee : bole • • . See, Sechon B B ✓. : BA >; , .: . ..—. p „ 4444 .. . - For -. Oetoiis' . : . / BALLAST ee Oetoli A ,h} ' . _ , I " a6 Wide Band- Cou 6 TO 8 CRUSHED AGGREGATE '.Extianstdn or . .. .,- ,J - Class ' A . Cone, Gro ; : - 20 M ,n, Piec . BASE ` B L na t ( or more f 20 'onCenter for Cho e s - ) I . . :Huard -Co unu0usGEOGRID 6 . T 8 ..R H 44.4 .4 .:: .� , _ n - , . _ :, : 0 US ED AGGREGATE BASE w/GEOGRi for Slo e S e NOTE.: : Wlth '. W> 20 . P ON TOP & B T . - . , . rou h .. low Flowandl. Ponn • i r ,... , u. ,- 0 TOM _ Table . , . .. . , . I MIN.T01 -4 : MAX. BANK . . IGNEO SAN D PROFILE £, ILING SYSTEM TOBE: DES, 4444 , - 9 _ , 1 , ' 'SHEETP : 2 CEMENT STABILIZED SAND ' s - k. , BY CO NTRACTOR AND APPR. .OVED ACIFIC: s , R & SOUTHENN, P . . .- . NGINEE e 11 I BYE , SECTIO A 1 ON co c NSPORTATI TYPICAL ROADSIDE DITCH ' . . , : . :. ". . : . + , : . :. : - . . k . . 44 '44. , . i , 4444 B L ± -. ..�.... . . .. 4444 4444 : _ . . - . . : .•�.:_ . SAS _ _ ILE 1 IN ERCEPTOR S RUC LIRE 2. OFSH 1 _ . t 1S DRAWING 1 k SHOWN ON TH N.T. S . ; , . W M BEL _- �- . - IAGRA . � . .. . r 44 4 4 :: . i , ESSURE D . , . : . . , ,. . .. AS . ES IN. / T./ LI E `. S a 1 . ... . , . : . , . . _. . . _ 4444. • - ING: 0 x 0 CON[ : 80X 4444 - .. ESIGN LOAD c I I I4 :. .: , > 6- LINES (0l' 4'.5: O.C . FORD . . :. , � . - 4444 . � : ...�. _ y is ... 4444 :; ., „ .. ;_ , ( TYPICAL) STEM IS''ALLOWED- w ., . • i NCHOR SY I H. ..., . . , . IN0 A x � ' . . , 4. , � , i , - ., SI 4444 . _` -- - -- ' -- , . .. , : . ': . a-. . . .. t •:..: .::.';- , ... .. ,• . , .,- . . . ., RAVEL .. :. - .REPORT':. ' - , • r_ ':.. . , AY . - ?: , :. - . . IN t) SOILS INVEST IGATION < OARD KEYW . .' _, 1 5. SEE AN , R CAST BOX 2 .. -_ . - „ - , , 4, 444 4444., .r _ _ . • NOTES FOR REINFORCING FOR P E ... : „ . . ESIGN ' . _ _2 ' INBPECS FOR CflITERiA:FQR D ) _. , : ' ' 0 t , o ' cold a S SET PI ,1 0 r r ,nforcement STM a TOP SLAB INSIDE. A ) 1.24 IN SEE ASTM C7 9 : : F .CANTILEV . H _ . , , . :f r ' l I _: _ .. _ of rmin Yo ASTM A82 0 . . : t,r .o/ +�J 1 wire co o 9 .. - FIRST ROW OF STIRRUPS r e etred tweld S o . - : stirrups w e e t 100 , BE N y , . ::.: - _I . : . : - No. 4 . . 5 m t the weld shear PLACEO ' AT TIP OF HAUNCH ' r= ancnora a the welds dust ee 6. STEEL -SHEET PILING $HALL , , -. , - .. - In ASTM A185 or A49 . . D 02362 • • `.. ' . -. : -tI ': tio: a . ., 50 siren ih requirements 9 v DESIGNED TO MEET SECTI N No: 16. 0 ' . :IS appropriate . :] „ ,, _ B REINF: CONC : SLAB ` - . . . ' ,'. COVER 1. 5 COVER 2.o AND HAVE A MINIMUM SEC710N l — , „ ABLIZED r . :, , ;, . :., = d AR 3 CEMENT ST . . . s. : _ , - - ' :,No. 20 r tirru s shall have a135 minimum ad ' i 2 2 . tJ-Ba s P - SIDEWALL OUTSIDE ( A ) - 0.78 IN. /FT. ' MODULUS OR98. 7 PER . LINE SEE CONSTRUCTION , -1 ` • :. ' ' ' • m ximum hook- an le . ' O : . J INT . DETAIL SAND LEVELING COURSE + ; . . No: 200 180 a 9 FOOT. OF WALL. : O a ` 1 , :,WND.: . . -0re t0 b•. f t0 011 OMtere _ 10 o to :..` - C : ,oil lfueln ^ ' ' " 3 . . Deli n strength , fv , . of stirrup :material is z E:LE:VATION . ' : . : 0 ot 9 e SIDEWALL INSIDE{ AS4) . - 0: 48 IN. / FL :. ;. ; .. . . .. . � ._ .. ,' . . :. : .. . . - assumed to be. 40 lost for 0-Bar stirrups . -: ` : I : : ..wee riots- C :-:out- . OcreO .Ot. 2 D - Anchorage siren strength develop 4minimum -! ' ' ' " 0 ' 9 t _ O --._ - . ..- ._ - ;'Enkomot 'and Flft Or, ,'. . ' nfintdus. R WARE.. t' _ - . . . ::: . - . ultimate force : of . fv Av : „ .7 '. , , :.: , . - , , , . . - MasStrld hot - .. 4 - 10 .. 4444 3 . ..:Sinple. .we.p>Hd i .... r bar or ... b . : n n h red ' loo - of Stirrups , use . J j + ' ' cfive . 1 4 . for u a c o p � . _ . . where W. <. 2 - _ n i areaof wire- snail be : ' • . _ BO TOMSLAB N DE. ( ) pe a h ' reI- of 1/ t f the s ecified S3 I I f, , - ._ . - . i -" stirrup wire . Minimum alto a e . :. . ,EO tar ar,.t hall gl• r inforcin ' into outside face of ' - - , -:. , 0 Nigliar than : . 91 , .top : and bo to P A ' < mils an :'. _: . . . A : - :. - - : - - . - - - - . - - - - - . : - - -- - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - , . . in s acin . for A , . A : : . . -. 6. :`.Xaximum xetnforc„ g P 9 . . sl s2 s3 , :. , A 4 t5 a PRECAST REINFORCED ,BOX SECTION 5 l .:.: .. . . 4444 . '. : , th td t ach ena: of . e P N. T. S. :' -- - ------- ---7. .< 44.4 . . ndrbo s are re uiretl a e " (. . H E I E 8 f�EINFORCED CON[. SLAB TO it t r w at the z REMOVE OR CUT THESE SHEETS E TS B LDW . : - } and stabs :" P ( ace - the f. s o :'- N E : EE . ASTM 7 9 FOR N I A REINFORCING ' ' : - . ' - -�� r - v - O. Olis � OT S C . 8 0 LO G TUDIN L . ti of ene 'hauncn:. stirrup a ea iA ) : , , CONTINUE LAYING SECUENCE , P .. -. , : ONCRETE .. SHA L B - 5 PSI - MI . � _. ,_ _ 4444 ` rdwan� ( � 2 ,n - toes ofstirru s @ 0.45 Inc .in L E G� 0 N , ASTM C 789 _ . 4- !' , . n a an ) . - . STEEL REINFORCING"SHALL BED-60000 SI MIN. .. ' - - ' :<Cloth s actn ( spacing measured alo g p REMAINING 3SHEETS MAY BE LEFT IN PLACE WITH SHEETING CUT OFF A MIN , ., ., P 9 YIELD , AREA . 2 -3, (CI . - . . - : . - , ` IS� Roofinq , .. '. . ' , 444 ' • . . . OF 3 ' BELOW N . G. ELEV. - . . "nvN -Felt g . c ' - . - 4444 I : A WELDED WIRE FABRIC HOOK ANGLE -J 8 RSTIRRUPS - ,. • :; . . . _ . - c - - - - # 3 BAR OR WIRE STIRRUP SPACING: �'— _\ /— m ' !— m � � c . /_ � .. /_ - 4 /, PVC B t _ i • e - : . -:CCIRCUMFERENTIAL. J at . . . s - Drain` p : iS ir :: ; z REINFORCEMENT -1 z :.. .. i•x : ; Growl I `Roofin Flt a r a r Filter-: o O Filter • :. 0 ; 1 r: N ' 1. wan �C . Cloth . ; Joo- @AR STIRRUPS : ... : _ SECTION A -A SECTION C - C �''"" � 10 If 10 CON[, BOX IOI`x 10 CON[, BOX :. I. I SHEAR REINFORCING .FOR REINF. . .BOX SECTION '. ---- • : -: ' - - -_- :' -- - - - . - . - HH. - - - :.. . '. - .- ..- . -- _ . H.. • _ s : :- -.- -: - - - - - - N.T. S. . 4444 < _ 1 . . 4 444 'i I PLAN , „ ` - . • - _ . .. -: :3/4to forgo". e, •,Ian �.Iorlet _ :. 444 ` 4 a 11,4.,ea tm4 T 3 ' - CONSTRUCTION DETAILS PHASE --- -- - -- - - - - ---------- • H • . -: - - - - - - - -• . . : . ' : - - L„ st«l .•• AT TRACKS 102 103 SCALE : I = 5 ( H ) , i = 5 (V) s:- .: - : , H - - -- : - - * - - .-H H H -- - : - . - i - . - ' - : - . - . : - -- ' : : - - -. . : 1 444 4 , __. . - _ ------ --`---=--- . . _ , . . . >' l : _ . � I I - 16 - 9G Revised B Updated ' ,- -. auto Onl ) P o Y �- • 1„ oetlon. Jolnle s oll be plac. d In tow It ,. pet oida1 r� • - Reti. Date Descr Itfon a ' Drain Gravel �: " :: FULL JOIN t HALF JOINT bon - .20 , InoeA6 ePctnaatdSir ultluptgh app . . P O -- . -. -:. ::- e Hardw 4' : ' stop. pa. - :- 4 , EL. 210 , ,4000 ,..> RCTI INTS Fll Con rani SOUTIiERN PACIFiC ' ) OXCULVERTS 1. - -- .-. - - . . 1 dno Iope Povinpalmo , mar. 60spadnp. : 625 PSF/LF . : ,/40016 Q x H . C . F . ODUNITF101 00 00• _, . : FfCeuetIpp J toadatend :ofpaur, 0,0 •. Ci EQ . �. �. '._ :'. ',: , ' . . EC. 15. 0 1ST IRo : 1oot s a . . t _�' t . . O - ; p'. . - :: Felt P .: ..4.. "dil It it e - shalt. n Sto s Pavin oni at "tQ aN At_ „�vol :. . - Fell , D a Y Sil>,ypV\i�o = : Filter mox. . -. r _ I. .- , 1 7 Conshuelldn JolnIs ShoII Regv Ke ira : . .. :. . . •— . r 11 I . . . .. L y y : NOTE : PRESSURE DIAGRAM IS D. E T A I . 8 .: . teal z2 . a DEAD 1 - � -0 �_0• r LOAD OF 65H PLUS LIVE _ TRACK .LOAD- . FROM AREA PG , ' 8 20 NO: IMPACT INCLUDED. , SECTION C _ C_ SECTION . ; D, Sheet : n, . .. , .,� - Desl R B B:K . W. o 1 0 PSF LF E 4 v u u u DETAIL , A DE? TA1C B �.,.. .. t o Y . J : G - R . Scale . AS tfiOwN 0 ;1S0 B W. � 2 Checked 8 . K . - Date ., OCTC 3ER 1989 of 5 r AO's 25963 ce e 1 , PRESSURE `- DIAGRAM FOR DESIGN r4r � YY ; � S cam fi Dow Cream Slo a Poin y . . _ .. hotoo l Liner Top of p OF SHEET PI ' E �® L r; t.�: ANDEV EN GiNEERS INC . _ T.S. •. TOE WALE DE �oaa:m;* ; - : . - S . - . 1708 SEA NISi ` 0RIVE H . . a ouston , ) exas 77008 - -_ _ _.VIA -_.__..a _.__ - . -: ,�. I'-0 7 -6 (MAX:) END BETWEEN POSTS 11 i 6 0 3 STEEL - 7PA)LV42' - 8if 23,.0„ L I6,_ g" t . I/4 6 i .4'O.D,. OUND MECH.TUBING PIPES (TY. - BEGIN NEW WALL w/0.125 WALLTHICKNESS - ` SEE THIS SHT.- e' 'FOR.RAILING'DETAIL .. 12 - TACK`WEI.I ro EXIST IL 19.1 TOP OF ALL EL, 21 0 SWALE :BEHIND WALLS ' .. - 1 „ 1 _ I PIPE RAIL 12' �II�- (nP•), TACK WELD 1/4 - I ,. - r —+r `I f 5/8° PLATES 1/4.. - (TYP.) _ mmmmmmmm ..; Exist. SIOPe Povin9 - - ;'.' 0---0 VVIAVIVIVIVIVIVIVIV.- N ro 'N I/4 + X 5/8"PLATE (TYP.i FU L LEN EXTEND - I -) --� \\ .. ( _ .... I m 1/4°PLATE... 0.-- on 1/4 FULL LENGTH OF � � EJCONC"�BBOX - WALL.. :A .1 I� [TCCNC �i\ Exist. i4`z 9' Exist.l4'A 9' _\"x1%". oN - A A.\ 1/4" HOLE 2 \ VVVVV VVVVV 2 I 0`x 10' 0lo' I \ BoCeM.P.rch BoC.M.P.rch SLOTTED HOLES - 3, -- 3„ I/4 + r 11/2 f .BOXI . I \ - 1 „ .. - _ VVVVVVVVV NUTS TO - „ • 4°'DRAIN EL 5.33 I I - \\ '> - .. :11/„ 9' II TACK WELD II/2 �' 5'; 1I/2„ PLAN SHIM PLATE END PIPE PLAN BASE PLATE t/4� BASE PLATES 1 BASE PLATE ��—, �?, - s.33 I Va"or 1/16" PLarE RAILING DETAIL -- ------ 1_--- u� L•_ ___�--�JI NOT (`- A WASHERS Z CUT L \ ES ALL PIPES, PLATES, &WASHERS .E TREATED 4"x6" E ELEVATION -SHALL BE GALVANIZED: - . TIMBER - -ALL WELDS TO BE PAINTED, GALVALOY, ARC OR EQUAL. - ELEVATION SEC ION - _ - - 'PAINT ENTIRE PIPE RAILING B POSTS WITH 2 COATS ' - �+ /► OF ALUMINUM PAINT AFTER ERECTION, POST DETAILS WEST WALL' LOOKING EAST A PIPEUSED.FORPIPERAILING SHALL BE CUT TO LENGTHS -y--- : . _ SUCH-THATPIPE ENDS BE LOCATED INSIDE THE PIPE - - SCALE : I"= 10'(H), I 10'(V) SLEEVES, EXPOSED PIPE ENDS BETWEEN RAILING , C - _ POSTS WILL NOT BE ACCEPTED, BURR THREADS AFTER FINAL ADJUSTMENTS. TACK WELD NUTS AND WASHERS. - �B BULKHEAD WALL A A Exis1.91ape Paving WALL RAILING DETAILS - _. - N.T.S. Pipe Dia Slope --. ' 4,,.DRAIN I 10'-0° - 24 in. 0.60 1 OVIVIVIVIMV,-I- iL 7.60 I fE 7.86 36 in e B IE5:33 48 in. D /o i K -I -�; ,; �la.. AL A I LA 1 i 2 BAR �� // ( a 1 _''_ i _ o • ±` / \ I. ----Slop \4ec sary,6"VIAmax ; :, - .,. PLAN acksiopeSwale o, o, 12 CHANNEL BOTTOM — - N 11/2. I o . i..��•11/2 24 d CMP \` 1� — 2- ax. For. 6" 22/3 x i/2,f 16GA. �/. f .:. ' 4"Class A Rei Con ✓ .1� z .: ...12. -:. With 12'OeeD „W)d -:. f 61- , Toe Wall Al round n.t to (Reinf, Wit Bars 6 f •,. is ',. BACKSLOrE 'Ui2AiN ..:._I,....•.�, 3 SECTION B-B 'TION A -A e WEST WALL PLAN Ba ape 5 0 'Cem Stab. -Sand S� :. 2 ks Per Ton -. : NOTE SEE SHEET 4 FOR CHANNEL .I :...I ' i'.a . - SEELAYDUT AS SHEET 10 FOR STRUCTURAL - _ - #4 CQ�. I8`�C/C - A , ` : SECTIONS. (THIS CONTRACT) „ -` , �' � 4'r4i IS Longitudinal ' -�� I ��� - Headwall L III All - i1/2 BULKHEAD WALL_. Fabricated aw � •�- - �� I� t \ �' # 4 Dowels C� I'_ w >,�� 18" C/C _ �Q See Ction B-B -24°Wide Ban For fails A ' — 20' Min. Coupler (1 or I ore, tYP.) For Stope See ' . -. SECTION Q—Q MAL N. T. S . LL i SHAPE SWALE IN CLAY FILL TO DRAIN n AAA, i- PARAL ii EL WITH -WALL TO THE NORTH END 4 6 X I 6 V for drainage OF WALL AND TO PROP. DITCH THAT behind Wall 8 12'-0"MIN. 12,-0„MIN, � �OUTPALLSTOBACKSLOPEDRAINAGE ".. M STRUCTURE, BULKHEAD WALL Existing Slope Paving BULKHEAD WALL . II -: u CRUSHED +�-' '� 2d CLAY.FI - . #4 4 18o� Longitudinal _�1Z 1' 24"CLAY ;FILLS STCt:E - ff.( -. t. :-. .• - .�.-_ - .. FILTER. FABRIC ' W • #4 (a 18'C/C FILTER FABRIC - a / .. CEMENT STAB. SANQ. > - �ii r. - L* M ..COARSE AG NOTE;_ .' NOTE.: BACKFILL- BACKFILL I NOTE 1'-0°-GAP BETWEEN BOXES ' • -„ :� TO BE FILLED WITH CEMENT -'. 1. ALL 4 DRAIN LINES TO BE _ _ 1 \�. p - : 6 Revised 8 Updated (ASTMC 33 86) X CO RSE AGGExATE STABILIZED SAND ALL THE Q 1 16 9 D I All O�RRUGATEO,POLYETHYLENE A DOWEL BULKHEAD- WALL `T N ENCLOSED. IN - :CEMENT STAB. SAND BACKFILC,'� W.., TO CANTILEVER WALL: - u81 c EN osE INTO EXIST SLOPE Rev. Date De cr s q ion App. POLYESTER FILTER ..BACKFILL (ASTM-33-86) - CLAY FILL TO HAVE A PLASTICITY - ' - - _ ,,. PAVING -(.ASTM F405)WITH FITTINGS ,;._t.. , -� ": INDEX OF 35 OR GREATER. , � Exist Slope Paving - - -.. f A' , P a Ing -..._ASREQUIRED:.ALL DRAIN : ::_ .. SOUTHERN PACIFIC E X V .. C C 0 CULVERTS . ,PIPES: TO HAVE,CAPS ON `. .:: { , -. A.IO zJ0\BOX UPSTREAM.ENL: -,., - .. .-.. / <- „ f.. AINING WAIL BACKFILL TO . . 0 BACKFILL ..SECTION M M ... H. C;.F. C.D. U-NtT. f.'1 �7 AO OO BE-.CONCRETE'COARSE GGREGATE �1, ( AlC-33-BG ), .. __._ -. _:_�.-`--' 4 DRAIN GRADING -MUST FALL- WITHIN - TREATED 4 x6 .TIMBER - THE;P,ANGE -0F SIZES.-S THRU : _ - - .1.a. :-, WEST,HEM WALL '86. . _ 8 IN :TABLE 2 OF `.ASTM C 33 - __. - - :- :, -, 3. FICti£R ;FABRIC SHALL" BE -A -mmmE L` ANI DETALLS ttEOTEXTICE MANUFACTURED _ J. _c. Y. E HST `'CELANESE, TREVIRA` ; .. . j: , , ; - , VIDE '.` ' , B HOC , x..:.. CONTRACTOR TO PRO A A '- PER :NOTE. 1145 OR EQUAL S E ,, .. FASTENING l L FOR FA _ i SUBMITTAL Sheet! SPECIFICATIONS. :. _ _ E t' BER : 6�' OF T ACING OF TIM E T SEC ION A A SECTION _G C AND BR t ... F s B.Kw. : o• :.. t^ ... h r4 De Ign By . loh N_ . 19 f 10 SECTION L L :•• �. g. ;r �. ;_ 9 • C„ s T b k a , Drawn By . J:G.R. Scale: AS TOWN 11 r� + A . _„> a ':f < NAA NIK r v 12 _. , aR91A L. U R Checked B B "W: D 9 y .K. ate. DECEI BER L989 of. A m �. z y 1h�..LL _BACKFILL :DETAILS . ;4 :9 a 1 ;L,SO �r �. v o A . rp �A A 98s a :. N.T.S. .Ci E.. v �iL�'('1'y'j...... - is5 �_. LANDE NI _ . V E �INEERS INC F•........ �� �. a -; r"s a !O ALL .:. � _.. `"fi'E. . r N s. ,> o. - q. s�,,Q 1706 SE -AI I S T DRIVE.: , ': O.@ a, ` Houston T)xas 77008 3 D �t S-�Ali, A :. IF I _ - III .. ... I .. ...... _. .. _ __ _..__ IF BARS Qi IF, 12"SPACING .. - .STRAIGHT .WALL _ I I •4 1 OPTIONAL \. - - .. ' EL.21.0 \ TOP OF WALL EL 21.0 BARS Q - 12"SPACING hall _ " PRECAST CONC.BOX CULVERT If 4 Id .-. ,r -' :.t 1 2' CLAY FILL - - NOTES: : ' ' o i• .. ; . D :. 1 :, .. i ' IF TIE :HEADWALLS .AND 'HEADWALLIF n oo V ° p'- FOOTINGS TO PRWAST CONCRETE BOX 12„ ° P : CULVERT. " 'REBARS, AS NOTED, ° : b EMBEDMENT MINIMUM OF 15 INCHES 1N :> a' I, o PRECAST CONCRETE BOX "EITHER :.... •, o PROVIDED BY BOX MANUFACTURER OR, v ' L- -BRILL AND EPDXY OR DOR-ROCK REBARS. > . ,• z Feelz 10 lore o" 10„ z Z 2, 3/4" CHAMFER ON ALL EXPOSED a a ::: Q a #a(a is"c c CONCRETE CORNERS. & CL N w a. - .. - N N IF Feel eee3. ALL CAST -IN -PLACE CONCRETE FOR le COARSE AGGREGATE ( HEADWALLS SHALL BE CLASS °BI,° z z 0 • •• N N ASTM -: C.. Feel33-B6 - MINIMUM COMPRESSIVE STRENGTH (F'C) = (n - N z 3500 P.S.I. m m a Uxo am am r am 4. ALL REINFORCING STEEL SHALL BE AS PER a az m A:S_.T.M. A615 GRADS 60. o� d'..'' wz _,n #B fad IB"C-C _ . N = 10' _ o .. _ .. a- 5: WALL BACKFILL TO BE ASTM C-33-86 y3 No CONCRETE COARSE AGGREGATE. Na 12" F o IF 1%mit=1111 l wit u' GRADING MUST FALL WITHIN THE :: to . .Fet r .'EXTEND `ALTERNATE, # 8 BARS. TO ItGllk-311 RANGE OF SIZES 5 THRU 8 D ' 6 FROM BASE'- 18C-C _ .•.: •D ;•' at;.: ••. •D ••''' -•• • •. .,. TABLE 2-ASTM C-33-66 •.. • ... •.; .•.•- •.. ... •• • °: •: •' ,. BARS M ' .6. AT THE.CONTRACTORS OPTION THE CANTILEVER WALL' SHOWN MAY BE STRAIGHT INSTEAD OF TAPERED, BARS V - 12 SPACING • - � _ BARS VI-12'SPACING 5'_3" 1'-yu 2.-6$1 - _ ' NOTE: BARS Zi AND BARS Z To BE USED FOR HEADWALL BETWEEN BOX CULVERT, BARS N ARE TO BE USED FOR HEADWALL ADJACENT TO WINGWALL, BARS Ma V ARE To BE USED TO CONNECT BOX TO _ WINGWALL FOOTING. 4'•DRAIN.PIPE. : ` - - _ _ CONNECTION OF PRECAST BOX CUL_VER03 ' ' IF �j #7(as"C-c WITH HEADWALL. AND APRON'Fell O Z Z Fell IL 4(a) 12"C-00 0le k -, _, t i *4(a) 12"C-C 3'-2" BARS 0 3,_2•� 1, 7" BARS Zi IF 2'-10° BARS 01 I' -a•. BARS Z SECTION A -A - _ BARS QI B<Q BARS N 81 N1 BARS Z1 a Z N.T. S.- (SEE SHEET.9) " TYPICAL RAIL _ 2'-0'• 10' SEE DETAIL SHT. 9 L IF .. J WALL MAY BE .STRAIGHT : 1'-0.. £1➢', 1 AT CONTRACTORS:- - CANTILEVER WALL .FOUNDATION r +•a., '. #4 DOWELS., :OPTION -. BOX CULVERT �. 2 CLEAR - 3' _ 10" 4#4 BARS 6• 2"CLEAR' • I - #4,Cnl IB"C-C #4018"C-C #7(ai.9"C-C ° I, lfell It s : - 2#4 BARS ' BARS .MSV n� r_0ft xc':.t 8 Cai 1a'° c__ 5 BARS M REQ D.11 w f•vIF s.,» ra x 4%� s / I _ EACH CULVERT „k's.. s wE , *,.: '. #4(aa1 8 C C _ - BARS M .. REINF. _BAR I Feel Ile DETAILS a ' seem ( FOR -CONNECTING BOX TO CANTILEVER WALL) _ #4 (a) 18"C-C ( - ALL BARS SHOWN ARE NO. 5's EXTEND #4 BARS (TOP LAYER) STRUCTUR. L SLAB IF I 2 FEET INTO WALL FOOTING. _ , IF I IF BARS OI T SEC ION D-D IF .SCALE: 1/2 ' I -0 :. N _ ,� All,::.. — ( BARS Z- Is I IF I IF ..'. - :: BARS Z1, - eoFBARS O : EDGE OF STRUCTURAL SLAB... - '; .. I r. B 1o" r o' lo' IF L 2 —0" 10" .,. IF, fF F. ,' —, eta, 2# e (a� s c c 'Fo is . m s: of Feell IF Fe F-1 Fk .: - 2'. G . -:, BARS M Z"r,w: 1 ,... - - :. .>- *,..:r., y t, .� i y,.. #4 DOWELS(o�12"C-C _ n ".,.;,. zlif o I D D 2# eaRs I a Feel s . • - IF I IF _ (a� 8 C.0 :.: _ _ FF '.. ' " .; -, _ I BARS Z _ r .. - o ....... #4 DOWELS✓ } a.: FI BARS4Zi;. ,„,,„. _�... ' BARSZ ' ^BARS Ni'.. -. ,... III` tellp -.i „ r, ,.r BARS Zi Iw,a_ . . IQ 1-16�96 Revised a DeleiedConc. Linin _ Rev. Date Descriptio App. SOUTHERN .PACIFIC BO { CULVERTS H4C.F.C.D, UNIT .:F 10 -00IFF WEST HEADWALL DETAILS- Design By: B.K:W.` lob N6.: 1971C Sheet -.-- To Drawn Scale: AS SHl WN of 112 Checked By: B.K.W. Date: DECEME R,1989 . LAN®EV F NEERS, INC ■ 1706 S E A M I S T DRIVE Houston . Te; as 77008' . Fir IF IF I III IF .- .. - - #7(D18"C-C tgo I IF Owl 4 someone, 1 END one 190R.O.W. FIF _ 8 7,_ 6,,. 20, 17, 10'- 10"t It'_.031 11.- 4„ 70, - O E - - _ C IF �A to o., „ 1 _ o, 3 0' o"r IF N EL. 20.0 4 #5 BARS' 1 ( -m among EXIST. 24' CMP� I/2"EXP. JT I ---- --- �.. , a 11— Exist. 14'x 9' _' Exist. 14'x 9' EXIT THRU W LL 4IN-.. FF Bolted Arch = Bolted Arch I - WA8466 Lv C.M.P. FFFFFFFFF�, C.M.P.L4.,.DRAIN. IL;PmCAP - ,� npau CONG80X I' CONC'BOX (.._,. Von - -�� .4"DRAIN --------- ��_ IC5.00�' SYMMETRICAL .ABOUT #7(a)9"C-C 1 �E �F LE�--- --�-==------ -� �A �C — + — ELEVATION H TREATED 4° 6"TIMBERS H - - r 4#5EARS .. .� EAST WALL LOOKING WEST. IF go 9 EAST WALL PLAN SCALE 1": 10' NOTE: SEE SHEET 4 FOR CHANNEL LAYOUT. - .-SEE SHEET 12 FOR. STRUCTURAL SECTIONS, (THIS CONTRACT) #4 BARS tip 18" C r- #7(i)i8"C-C #4.(0�I8"C- 1 4 # 5 BARS CONTOUR 0 #4(a118"C-C N U t0 @ -V' - CHANNEL NOTE ALTERNATE ik7BARS -. MAY END 2) 5 —0 SLOPE U - u o� N @ # i It ..,.` #7(ai18"C-C #7lo 18 ' C`-C r--a—FFFFFF _ —s—a• in � y R. # S tiil 18" C-C 20'LONG EXTEND t 3' PAST C14 , WALL - 1: gootgoo— #4-TOTAL "8 . _ - #60 18"C-C, `) PLACE TO 3 -0" EACH _ T_ 6„ SIDE OF C.M.P.-15RED 'D. rr t - SECTION E E SECTION F-F SCALE : 1/2".._:,I.'-.0„ SCALE: 1/2 = 1FIFF III -0 --- #5 (@FFIB C-C TO 3' PAST CMP WALL - #6 (07 16°C-C TO 3'PAST.C.M.P. WALL IF IF I - REPLACE ASPHALT RD. - .OVER BOX CULVERT TREI SECTION G A G - - i SCALE: 1/2 1'-0" - 1 I .R, TRACK. 214 - .., 12'-0"MIN, SLOPE CLAY 'BACKFILL.APPROX. 6° TO EDGE -OF EXISTING ASPHALT BALLAST 2" HMAC ELEV. 19.6 ROADWAY,AND THEN SWALE,NORTH TO - SLOPE ---. SLOPE TO DRAIN EL2060 .DITCH INTERCEPTOR STRUCTURE. - - - i! - - 1 2d'CLAY FILL EDGE OF EXIST. ASPHALT - CRUSHED AGGREGATE CLAYFILL, a - SWALE IL 19.5 •'' 7'-6"MIN. BANK .,.SAND CRUSHED AGGREGATE _FILT-ER-FABRIC S. ... �0!'F ;SLOPE TO SWALE CEMENT STAB. SAND . 1tU�1- 24"CLAY FILL \ lU-m-1 I NOTE: I'-0 GAP BETWEEN BOXES'- Fw� TO E E FILLED WITH CEMENT \F,I(LTER FABRIC \ COARSE AGGREGATE- ) :STAE LIZED SAND ALL THE • - CEMENT STAB, SAND BACKFILL I WAY '0 CANTILEVER WALL. - COARSE ! BACKFILL ASTM.4C-33- .CLAY FILL TO HAVE A NOTE AGGREGA \ I PLAS ICITY INDEX OF 35 OR BACKFILL - GREP 'ER, I: ALL 4"DRAIN: LINES TO BE CORRUGATED POLYETHYLENE T 10x 10\BOX TUBING ENCLOSED IN`BACKFILLPOLYESTER CLOTH FILTER1(ASTM-F-405)WITH FITTINGgot E - - AS REQUIRED, ALL DRAIN - - \ TREATED "x6° "EMBERS PIPES TO HAVE CAPS ON UPSTREAM EN0. ...:: 1'-0". 2.RETAINING WALL BACKFILL TO --^ BE CONCRETE COARSE AGGREGATE - . .. _. .._.. ' (ASTM C*33-86 ). 3,FILTER FABRIC SHALL BE A GEOTEXTILE BY-HOECHST - 7 ;. ,.: CELANESE-,.TRIVIRA 1145 OR SECTION ESE SECTION CozC - EQUAL AS PER SPECIFICATIONS." --" C WALL. BACKFILL :DETAILS TO FOLLOW - N:T.S. - F C.M.P. - - .. EDGE' OF EXISTING ROADWAY - " EXIST. ASPHALT ELEV, 19.50 12 0MIN. ROADWAY - ' SLOPE SLOPE EL. 20.0 Ilm1-1m I 24' CLAY FILL IF # l IF 114- FILTER' FABRIC - s1A t'-0" 1/2' EX,COARSE F WALL AGEGATE BACKFILL, - - _ •... BACKFILL - • �(ASTMC-33-86) - ARCH PIPEE�t�j FFFI I_o in :4�!2"C-6 _-4'DRAIN O� CHANNEL_ BOTTOM IF Z it BOX CULVERT : SECTION A - A ,. .. ..� For SECTION J-J one �.� „ y g la � ; q _ , _ 5. •A SCALE I/2 Q B -'. 4 • 1 v-. .•g F ° .. .,.... .°...i ...s. ��. (.. WIf SON: .� ai MlPVIfl L lAHRAC9! r ar 259b3 j�rE° G p*44606 .h� �L: wI of or 4046"vveww"116 ✓ g�iVFO3Sr1LOF got, ^ .�4`, 'r, IF It'It ! - o �w /� pp Q �wavD " QI (=16-96., REVISED B DELETED CONC. LINING Rev. Date Descriptil E App. SOUTHERN PACIFIC BC X-CULVERTS } H.C.F.C.,D. UNIT F101-00-00. 'EAST. FIEAD VALL ELEVATION'AND DETAILS °- Design By: B,K;W. fob Bo: 1971( Sheet- ' 1-1 Drawn By: J.G.R, Scale: AS SH )WN of 12 Checked By : B.K,W. Date: DECEMI ER , 1989- 4AN®EV ENG INEERS, INC r' , 1706 SEAM ST DRIVE Houston, Te (as 77008 ti _. _.: 8 RS -0i 12 SPACING . _ -.