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HomeMy WebLinkAbout1778-24E5 die I'a G V „ g,. , RC 8---�►•1 �? `� „ f W rs „g u bar5 „c %4"rn i n. i I lets _ a, bars # 1 0 1 CONgT. JOINT 4 (CWTIONAI-) 04- " d `' 15iarS , or 0.255 I ,4 @ l8� -dor cover over /8 max . V�4 I a 7� -+' I // 3 c% S Ile)/ 1C.1Ur5 7- >/,,C') '� I _ 2'' Gl. Ct-yP•� @ I'lal-'F Pacing 4@18mcv. Al+ernat ive � . A I ter n at i ve Coingt Jt, eons+. o,f ri+ 1 fever+ E 1 ev. I[fl „a, bares Corls+:.1-1�. I ZCOV115_� it. 11: 4. pear i 4" 4 ,` "bars , j �•• �' "-F "• bar 9 U , C „ 1 5 PPS N S 72 -TYPICAL �5EC'tION 10' -THRU 14' 5FAN5 Tvlver-k- ev. ef Ql'R "FLAT NVERT"ALTERNATrYE Spacing or b' barj or "c,, ba r6 '� " 1 NVERT 51M1 LAR ba rs "abars s pec i n9 ROOF SECTION SPANS 10' THRU 14' ba r5 @ Dalt spacing Spacing •� "c" bar5 EXTERIOR WALL SE�TIQN SPANS 10' THRU 14' STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DOUBLE BOX CULVERT DETA/L ""A"t ,r�o a'5ZBo X lCA z_ T/eAAJ S L7 a- /1/ e-ZA 4e- /Vv r2's BEL D w,) .—'LA7' I. -W -2f -,,f'7- 1; 4 BcarS LP t&'Max - Use re/nforeemenl /or He 6 ` 8' /O' iae of S/O" Top Of WO// = op o/ /acting ! Optional Fool/7 L /nes i Lorain L lne _ Q b - -� ' E T YP/CA L LA YOU T aA MPL E H=/4o H,1 HzIJJ N=/ H=/ /' Figures of top of c r bars H,1 I Ind/cotes d/stonce from H�9/ i ___ OF FLARE BARS Q__z„ # SA � :c '4®36 TYPE "C t5R. DET. ei ® O Short "C' Bors Extend o// longitudinal Hors in / I A80VE OUTSIDE DOX we//$ ?'Or/nt0 /nips, IXCepf 7 SHORT ORO. SES STD- 2'cZ where expansion pint OCCurs. lop o1 loolmy Io upper ! ! •STD. PLAP1 BO -3 end of c boors. N=8 ! t q O ``G" 8AR5 - VERT. UNLC'65 ADJ. ' TOIIATTERED / Nl io b a # / 5CC 1 ON EIA dio. , b ' 7 I MATGH Construction pint To7 N=6' H d boors Hs ! o 9,R „�„bars o, � V m � , Shari c "bors- Wi.3 I TYPICAL 54-C T ION W owl ;L' fi�71/_ M �_,�_ „ �H=4' THRU I2` = ` TY P/CA L SEC rloN REINFORCED. CONCR TE WING WA L L S Oa u 404 19 ._ NOTE ; — 4' 5' 6' 7 ` WHI✓1ZIE� I SURGHAIZ,E 9' ( /O' //' VXCEEV5 ; U5E -1-YPE Z /4 /5 /6 MATCH R ETAI N I Nva WALL. 3=? 3-8 4-? 44 PARAPET DETA1 L Y - 6-2 6-8 7-2 5'MAX. FOR I %: I / 5' MAX F-0 R, 1 %2,: 1 4 Along /op 4��' �`' FILL 5LOPE5 • UNLIMITED � / 1•6`7_8__r 1=ILL SLOPE5 5 UNk-1101-TED o o//. FOR 6LOPE5 FLAWER THAN 1 v I ?-4 ?•6 FaR FL.A`f'TF_R T1-4AN 1 /2, t 3.O B 2=? / 2-/ 3=2 3-6 3-f0 ,4-2 GIXTTEROR 4-/O 5-? FI L L- 91_0FE 5-/0 , 6-2 F 5HOULDER r P MATCH / �/ /y �/ g �. N1 Size PAFZAPE-f 4 Bott�sr L H=/6' #t 4 AWMC. TOP �o of WALL b S i ze Vertical '% ELE\/. Q after Aj: /2 r~ i ; .� In yER71CAl. S GU -ITER OR 51-SouL.DEIZ /'-0 /=0 " r Bors 1-O /-O L /-O /-O /-6 #4 18 /-7 " '' R � 46?4 4P/8 5P2 ' 5@ 5f7 ; 79B 7®6 i ___ OF FLARE BARS Q__z„ # SA � :c '4®36 TYPE "C t5R. DET. ei ® O Short "C' Bors Extend o// longitudinal Hors in / I A80VE OUTSIDE DOX we//$ ?'Or/nt0 /nips, IXCepf 7 SHORT ORO. SES STD- 2'cZ where expansion pint OCCurs. lop o1 loolmy Io upper ! ! •STD. PLAP1 BO -3 end of c boors. N=8 ! t q O ``G" 8AR5 - VERT. UNLC'65 ADJ. ' TOIIATTERED / Nl io b a # / 5CC 1 ON EIA dio. , b ' 7 I MATGH Construction pint To7 N=6' H d boors Hs ! o 9,R „�„bars o, � V m � , Shari c "bors- Wi.3 I TYPICAL 54-C T ION W owl ;L' fi�71/_ M �_,�_ „ �H=4' THRU I2` = ` TY P/CA L SEC rloN wvunrrr/ri ao 'For inc/uoe mor porr/on lovove me oes/gn rr /rm/►. Design Notes: LM/t Stresses : fs r P4,OXp. s. /, fe _ 45�,O p. s. i, n "/0 1 Moximum Toe Pressure Tons /Sq� It 04 4 2 Elevations, length and ong/e of /lore of w/ngs may be varied by the Engineer to cull cone llions encountered k? the field, Wolls designed /or ?' liv/cod surchorget /,f : / sloping swchorge not to excedof 5'ln elevation - "' 'iv+Nood surcharge, or un/im/fsd ?: / surcharge. ins rN 'L,* r� r "N," £ler o "and "Angle d /lore are sho »n on the plans. 7ht mgoy be exceeded by 6" betlor'e poino to next greater "N" e cut -off well // adjacent chbnne/ Is paved end skew /s 'intunr. , DETAIL f`B" �IJApP'11UPLE REINFORCED GONCREiE BOA': i(CA L TRANS STD. N0. P--81 MODI FIED) REINFORCED. CONCR TE WING WA L L S Oa u 404 19 "N" 4' 5' 6' 7 B' 9' ( /O' //' /? 13' /4 /5 /6 W 3=? 3-8 4-? 44 5-? 5-8 6-2 6-8 7-2 71B —8-,'r 1•6`7_8__r /-/O ?-O ?-2 ?-4 ?•6 ?=B 2•I 3.O B 2=? 2=6 2-/ 3=2 3-6 3-f0 ,4-2 4-6 4-/O 5-? ,t6w 5-/0 , 6-2 F 51/2" P $ „ / �/ /y �/ g �. vat, Size Bar # 4 Bott�sr 4 None b S i ze B ar rp .� In 401,to S /=0 /'-0 /=0 /=0 1-O /-O /-O /-O /-O /-6 /-T /-7 /=8 "c "Bars 46?4 4P/8 5P2 56/ 5@ 5f7 ; 79B 7®6 9691 10P1 10P pp/ d Bors 4� 4f / .5® 0 i,_56' P �17F15 8P 749849/ B1 Cavae CO.J21 C0.321 0.36 .44 0.441049I 0.490.55 -7 0.6/ 10.67 0.73 0.79 1.02 1. /O /. /8 ' /-C ?6 i. .. "t.. /3 /6 /9 ?5 30 37 1149 62 76 73 90 104 1?5 wvunrrr/ri ao 'For inc/uoe mor porr/on lovove me oes/gn rr /rm/►. Design Notes: LM/t Stresses : fs r P4,OXp. s. /, fe _ 45�,O p. s. i, n "/0 1 Moximum Toe Pressure Tons /Sq� It 04 4 2 Elevations, length and ong/e of /lore of w/ngs may be varied by the Engineer to cull cone llions encountered k? the field, Wolls designed /or ?' liv/cod surchorget /,f : / sloping swchorge not to excedof 5'ln elevation - "' 'iv+Nood surcharge, or un/im/fsd ?: / surcharge. ins rN 'L,* r� r "N," £ler o "and "Angle d /lore are sho »n on the plans. 7ht mgoy be exceeded by 6" betlor'e poino to next greater "N" e cut -off well // adjacent chbnne/ Is paved end skew /s 'intunr. , DETAIL f`B" �IJApP'11UPLE REINFORCED GONCREiE BOA': i(CA L TRANS STD. N0. P--81 MODI FIED) * sE� NDT� S TA 9L E �-� A 7- /�v V e5,e T GENERAL NOTES: QI For boxes with Span or height less than any of those shown in table, used next greater size box concrete dimensions and reinforce- ment. Make necessary changes in bar lengths and quantities �QQ URT For boxes with Span or Height or cover greater than those shown �Q� ��C' y0� <2 in tables, o r4wIol design is required. p q Q purposes Quantities are approximate and for design only. c� O it is permissible to eliminate the 180* -hooks on every other "e" bar.Nq M Q "e, bars are at half spacing. ® Provide paving notch when top is exposed and when pavement Is U) CIV lt_ P.C.C, and adjust quantities. FOF CAI-1F�� ® For design and deiails not shown, see Standard Plan " D83", Box Cuivert Ml,sctlloneous Details* I6” 2101 " r77X') s A � !/NO 1,4-e4W W6' LL A O �!/OGLE f✓.4LL N" I .Bar lN,T.SJ NOTE 5TANDARD PLAN REFERE NCE 15 TO REVISIONS CAL TRAN5 STANDARD PLANS. 4" SAR5 TO FZEAD 4174 0,A]Z_5 0Z STEEL . sf/�4LL fa'E L,Q,o�� �O O/.�1/1ETE ,4T 5�L/CEs: T�A�VsI�E�SE ADD DETA/L STELY s/f/,4LL pE LAi�EO �08,4� O/A/1ETEfr'S' Ar's�X✓GE�' 09 <O�YG/Tl/p/NAL yT / 5,r/•�LL BE �o�YT/rYUOI/.s �liYO �:r�t7ylJ Tf/rPOI,,(�rf/ �JLL �O�YSTi?l✓l7J0/Y 1,003W 'REGOrQI Gd�AN//NG "O.4TA -/O/NTS OO !/r✓LE� OTyE�YIl'/.�EsyOl1'�t/ O/YT.�EI�fr',glf�//ylr�; Ti?A/YSl�E.?s,E /O/�(/TffE`!�'.QY� r/N SLABS A/YO `Y�1LL5), "'sf.S' OE!�1/LE,o FOS LOiYG/TUO/N.9L irE�'`I'�Jys ,4T Tf/EB,gs� OFT�E /y,4LL5, Sy.4LL E,IEPL46E,O ,4T Tf/EENO OFE�/lh' �17Ufi, BUT Tf/E-S/,4�//YG T�/Eif'EGF .5 ,,41L /YOT SO FEET OB BE TyA/Y /O FEET -4LL C�iY.sTf�l/CT/O/Y ✓O//yls- /�Y ' '.rTO/J SLAB, TOrf' SLA©, "Ww S/OE id,4LLs' S///1LL BE//1/ TyE. JiIE �LA.f/E: /YO-STAGGE'/�Y�i' OF .�O/NT.S' !Y/LL BE B.Er?il/TTE,� H=13' rHRU /6' Ive '4A ' Anpk oI R = T3 IoM 1 T 1 F L OF' FLARE 15 //ory =— TYPE LE55 THAN 30� Toe of slope , , P4 AN Ekv o' WHERE DE5S6N"H" EXCEED5 9/ OR LGTH . OF W I RGWALL E XCEED5 1.5" H 'PLACE %2 EXP. JOINT FILLER AT / O. JUNCTION OF $OX WALL min. INSIDE � C�ROU ND Ll >,l E it , Q ' o `� \ B _'NO EL E VA r/ON M T YP „ TYPE "B" STRAIGHT WINGWAL LS STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SEC B - B AE" TAIL r .D�• �.al / L " 4, If It ,e3 o X G GAG V ,�5,e 7- AlING, WA L L 5 ee AL rZ A .,V S STD Ale..0 -84) . 111Lff2 Structure Excawtloin (Cutvart) Structure Sock f i I I (Culver 1) 95% relative cornpoction Roadway Embankment Original (around HU I 1. S" or shore excavation sides as necessary. • I 2. Dimensions shown are minimum. ,I i Ae YSE (-s� ORD PAW!' TIe ntOrmat€on on thisdraw'-v'!- obti� a d fro g,I;;hers and must be venhed I; loir, 1"Cid by anynol� prior to use or construct -ion, HALL & F0140AN, INC, is not resnonsible for underground facility I()(, ;�t�r,rl� r Ir li�?I)I(,II�I1S. All thN)Ve gr0ilflf� facilities can be readily tiole ; and ^aery`j1,Z,;d by the cartfes that inte, to 11� ? S 1111 . • ��i'1� 1� � �� , Of�� EXCAVATION Original (around or adii BACKFILL, IN TRENCH _IN EMBANKMENT one Grading P1 one EXPOSED TOP REINFORCED CONCRETE BOX' CULVERT Do5 TA / L ''D J*! 10 (eXCAVA 7-/ OA/ D,'TA/L-s-) ----� CITY OF FONTANA, CALIFORNIA GR-DATEPUBLIC WORKS DEPARTMENT CITY DATE ?OVAL APPROVAL 6-8-87 ff-3s. RMA08 DRAWN BY CHANNEL IMPROVEMENT PLANS SCALE: /./<. 7_/�g -, /�� • ST SAN SEVAI NE CREEK CHANNEL R.C.B. HORIZ.: 1"=-40' Abe6219 7. /3, Z3 3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 (714) 641-8777 DESIGNED 8 AT FOOTHILL BLVD. VERT: I"= 4' CIVIL ENGINEERINGJ � M • LAND PLANNING LAND SURVEYING CHECKED 6Y DETAILS DATE: PREPARED UNDER THE SUPERVISION OF: �f'/'9, 1 •— 8� JOB N0. DR. NO. SHi" NO. ., r �� 'coy / ' •• /, • 07 APPROVED . = ✓.4i'l�S "P 1W/ - ,4iYO R. C . E . DATE '3520 CITY ENGINEER R.C.E.18932 (�l/ADRUVL Oa u 404 19 SPAN , " L_" HEIGPT-) uH'' !2' ✓� /2' Maxlmurn 24rth Cover Wc1Ii5 T2 l2" 16 /D A, /Z%' /Z " /� '• I-mert Ts 12 17° /z" /2" 1..? r spacinj 51/2" P $ „ / �/ /y �/ g �. vat, Size Bar # 4 4 4 N b S i ze B ar rp .� In 401,to t?imen 5ion 1113 I, 3, -q" j���� ✓„ Pime-rasion gw 3,, -7 3,-,, , �7„ 3s, 3,_r7' ►G r 5iZe Bnr 7 7 �o !► 7 7 blmen5ion ''G ', 71_51. 51_T„ 71 "E''► Size Bar h 5 5 it It 15i ro 6 6 !o "9 " Size liar 7 -7 -7 7 771 * sE� NDT� S TA 9L E �-� A 7- /�v V e5,e T GENERAL NOTES: QI For boxes with Span or height less than any of those shown in table, used next greater size box concrete dimensions and reinforce- ment. Make necessary changes in bar lengths and quantities �QQ URT For boxes with Span or Height or cover greater than those shown �Q� ��C' y0� <2 in tables, o r4wIol design is required. p q Q purposes Quantities are approximate and for design only. c� O it is permissible to eliminate the 180* -hooks on every other "e" bar.Nq M Q "e, bars are at half spacing. ® Provide paving notch when top is exposed and when pavement Is U) CIV lt_ P.C.C, and adjust quantities. FOF CAI-1F�� ® For design and deiails not shown, see Standard Plan " D83", Box Cuivert Ml,sctlloneous Details* I6” 2101 " r77X') s A � !/NO 1,4-e4W W6' LL A O �!/OGLE f✓.4LL N" I .Bar lN,T.SJ NOTE 5TANDARD PLAN REFERE NCE 15 TO REVISIONS CAL TRAN5 STANDARD PLANS. 4" SAR5 TO FZEAD 4174 0,A]Z_5 0Z STEEL . sf/�4LL fa'E L,Q,o�� �O O/.�1/1ETE ,4T 5�L/CEs: T�A�VsI�E�SE ADD DETA/L STELY s/f/,4LL pE LAi�EO �08,4� O/A/1ETEfr'S' Ar's�X✓GE�' 09 <O�YG/Tl/p/NAL yT / 5,r/•�LL BE �o�YT/rYUOI/.s �liYO �:r�t7ylJ Tf/rPOI,,(�rf/ �JLL �O�YSTi?l✓l7J0/Y 1,003W 'REGOrQI Gd�AN//NG "O.4TA -/O/NTS OO !/r✓LE� OTyE�YIl'/.�EsyOl1'�t/ O/YT.�EI�fr',glf�//ylr�; Ti?A/YSl�E.?s,E /O/�(/TffE`!�'.QY� r/N SLABS A/YO `Y�1LL5), "'sf.S' OE!�1/LE,o FOS LOiYG/TUO/N.9L irE�'`I'�Jys ,4T Tf/EB,gs� OFT�E /y,4LL5, Sy.4LL E,IEPL46E,O ,4T Tf/EENO OFE�/lh' �17Ufi, BUT Tf/E-S/,4�//YG T�/Eif'EGF .5 ,,41L /YOT SO FEET OB BE TyA/Y /O FEET -4LL C�iY.sTf�l/CT/O/Y ✓O//yls- /�Y ' '.rTO/J SLAB, TOrf' SLA©, "Ww S/OE id,4LLs' S///1LL BE//1/ TyE. JiIE �LA.f/E: /YO-STAGGE'/�Y�i' OF .�O/NT.S' !Y/LL BE B.Er?il/TTE,� H=13' rHRU /6' Ive '4A ' Anpk oI R = T3 IoM 1 T 1 F L OF' FLARE 15 //ory =— TYPE LE55 THAN 30� Toe of slope , , P4 AN Ekv o' WHERE DE5S6N"H" EXCEED5 9/ OR LGTH . OF W I RGWALL E XCEED5 1.5" H 'PLACE %2 EXP. JOINT FILLER AT / O. JUNCTION OF $OX WALL min. INSIDE � C�ROU ND Ll >,l E it , Q ' o `� \ B _'NO EL E VA r/ON M T YP „ TYPE "B" STRAIGHT WINGWAL LS STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SEC B - B AE" TAIL r .D�• �.al / L " 4, If It ,e3 o X G GAG V ,�5,e 7- AlING, WA L L 5 ee AL rZ A .,V S STD Ale..0 -84) . 111Lff2 Structure Excawtloin (Cutvart) Structure Sock f i I I (Culver 1) 95% relative cornpoction Roadway Embankment Original (around HU I 1. S" or shore excavation sides as necessary. • I 2. Dimensions shown are minimum. ,I i Ae YSE (-s� ORD PAW!' TIe ntOrmat€on on thisdraw'-v'!- obti� a d fro g,I;;hers and must be venhed I; loir, 1"Cid by anynol� prior to use or construct -ion, HALL & F0140AN, INC, is not resnonsible for underground facility I()(, ;�t�r,rl� r Ir li�?I)I(,II�I1S. All thN)Ve gr0ilflf� facilities can be readily tiole ; and ^aery`j1,Z,;d by the cartfes that inte, to 11� ? S 1111 . • ��i'1� 1� � �� , Of�� EXCAVATION Original (around or adii BACKFILL, IN TRENCH _IN EMBANKMENT one Grading P1 one EXPOSED TOP REINFORCED CONCRETE BOX' CULVERT Do5 TA / L ''D J*! 10 (eXCAVA 7-/ OA/ D,'TA/L-s-) ----� CITY OF FONTANA, CALIFORNIA GR-DATEPUBLIC WORKS DEPARTMENT CITY DATE ?OVAL APPROVAL 6-8-87 ff-3s. RMA08 DRAWN BY CHANNEL IMPROVEMENT PLANS SCALE: /./<. 7_/�g -, /�� • ST SAN SEVAI NE CREEK CHANNEL R.C.B. HORIZ.: 1"=-40' Abe6219 7. /3, Z3 3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 (714) 641-8777 DESIGNED 8 AT FOOTHILL BLVD. VERT: I"= 4' CIVIL ENGINEERINGJ � M • LAND PLANNING LAND SURVEYING CHECKED 6Y DETAILS DATE: PREPARED UNDER THE SUPERVISION OF: �f'/'9, 1 •— 8� JOB N0. DR. NO. SHi" NO. ., r �� 'coy / ' •• /, • 07 APPROVED . = ✓.4i'l�S "P 1W/ - ,4iYO R. C . E . DATE '3520 CITY ENGINEER R.C.E.18932