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HomeMy WebLinkAbout1815-11G, 4 o re0 N S/ 6L E• CAG;NS Q I W ,max CLIL VEST' ��Gt/ 4 5e 9X GSL V(5R7 iLL G'LCTOFz� 141,4z- L SECTION B nr. rs T_7,1 — — /S" /�/OT� •' F'O�P cJU/�//��7e � 1/E/VU� O v7TFA G L ,OET�1 /LV SEE Sh'��7- 14, U�V/'r � c,�rcy Ori 7�F� O� ,SI�GL.�• f3C��C C�/.� /l�G �7 vj� ,BAS/�✓ � Of- Of"S/iyGG� �' 35' R8C 4::�;7C—_741L S 6&7, 14) F Tj7l_� /,=la"//STD FL4D.�ll/9LGS • ' =0" �- RDof'O,� BDX�' Tim" ya C6KM7 C7_ G� L5/ 7, • ,1 CO/V7�AC 7-0/Q, OFF S/ TE 00/17?c�->AC7 0,4�' TO �Ro V/� 4 5`f(,/�5 , Dit 7 rr v/�YGC �• 811'3.5' .�X GG/G. eIA7T 7/i`/v �5'b7,_ SECTIO 8'X ,S�iYG�E 9iY�6 " �X CUG Yom/? e-Q&W07- 7V1s 6"Wr0 �LleC//1 /,--- A/ ,3OXI/EIg;�'TAA/GLE M0,01�1zffC) To "1,5STELE�'1'71YS/L` Vhf ULT /6"' 4,C',W,, G/f-TE 1/,4L. VE, PLAN JUNIPER AVENUE STORM DRAIN OUTFALL yrs '4 f-6 Neoprej Strip GENERAL NOTES — Slit,1GLE ,�X �a�b�@ L I 3iA"�/rJl F/CLE7� i 0,25 S I*4' d `bars -) 't or 4 ' I— •e' Dor 6' 45 dio. ' lop bars 4 'EIB RCB ,777 rY�9T/vE const. I. CGvV�'T ./T" i I Span (1) For boxes with Span or Height less than any of those shown In table, use next greater size box concrete dimensions and reinforcement. Make necesaory changes in bar lengths and quantities, �y� (2) Quantities are approximate and for design purposes only. 4) tt is permissible to eliminate the 180• hooks on every other bar O O Q O & ® A,407 PL. Y, /Q' For axposed top, provide 4 (q) IS each way (2' lap S FSA N5 Para t �c'bars ) Qnd adjust HEIGHT 7" -a. bons, for earth covers of 2' and less Span ' 8' 5!10" REINFORCED Number �y� 7 Moximutn=.Eorth Cover /Q' /Q' /O' Para t Float T ► 7" Traffic koF c Walir. T2 �p" lo" rr n v Invert 73 i)�otiB Transverset 7" ._ SpacIng 711 45.r 7i2„ _ C 'ca` Sire [jar . 7 * a tV ell Size ©ar xY 9 5 5 o Concrete CF/LF 94 /�� /Z.7 :11 Fiainforcernenl lbs/LF 56 12.3 �j2 -a. bons, for earth covers of 2' and less Span ' 8' 5!10" REINFORCED Number rJ 7 -r - r z 11VtiEl2T ZZ/6A, 'VA + '�4 18 m o x . ; typ I 'i"LAT //YYE/ZT" T i (✓'Spon STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TYPICAL SI�7C-. ; ION -SPANS G' ; "RU Hs SINGLE BOX CULVERT SINGLE BOX CULVERT 7: s, tnl a x l2"neoprene strip o/ong 'op 0 sides o/ shear key. ;ement to obulment only Shear key CALTRANS BO -1 SHEAR KEY JOINT PROTECTION Nr5 t'0" -o' I��z _ I See wore :7 See Note B SPC ` More A J . See Note C /Votes EL EVA T/ON SECT/ON A. 4'0 drains 0 25'mox. center to center f 9'c -c &e Type 3 and 913"c c for Tyee 4 Retaining 146//s) For wry//s adjacent to sidewalks or orbs, pro Ide 4 cast iron or asbestos cement pipe under the sidewolk to discharge thru curb face. Exposed wv// drains shall be located J .t above finished grad?. S. 6+ square aluminum or galvanized steel wire %';mesh hardware clothYVIn g 0 wire diomeler 0.025") Anchor firmly to backface . C. One cubic foot pervious bochrfill material in a burlap sack, securely Heal. D. Pervious backfill material continuous behind reminrng wall or abutment.,, CALTRANS BO -3 WEEP HOLE AND PERVIOUS BACKFILL Use reinforcement for H l 6' 9' l0' I _ REINFORCED CONCRE- T E• WINGWALLS Toe of Slope I —Top of Wo// CONSTRUCTION LOADS Para t STRUTTING REQUIRED AS SHOWN ON STANDARD PLAN "CONSTRUCTION LOADS ON CULVERTS" STRUTTING MAY BE REQUIRED ON CULVERT EXTENSIONS WHEN EXISTING PARAPET IS Traffic koF S RCB ,_c Oi �k to ~f3UlfCr _ _ i)�otiB Transverset ._ op of fooling __ S 1=4911 Optional Fooling L Ines •C "QorS_ ------- . Lsngth * a tV 2 fl.!inf '°3£.f le� Fill Slope • N ,� a b ,ryI L oyou! L PLACE STANDARD BRIDGE DETAIL 3-2 AT 30' CENTERS UNDER THE PAVED ROADWAY LANES '4 A long top y ttfiolr:h , Pohl /, : / ril /goes, " of wall. u kmtted for PLACE2" EXPANSION JOINT FILLER AT 30'± flog;- than T YPI CA L LAYOUT EXAMPLE Hx16 Vertical Gutter Cr Shoulder H=lS' 'P4@/8 ., . C BOrs H=! r/ lyrl c " hors 4036 Hrl l' Figures of lop of "c'bors Hr/ I ��� C/. l indicoles distance from Hr 9, , , ,� 61:'Da3-/ Ctrs. lop of fool/ng /o upper ~bars. ( , Sheri C Qors/`ot0o,+e "side ground. end of N= Br I s See Stondord Plon H= .� I b i b � ,�,�alio. . SO -3. ' ertica/ unless adjacent Hz -6' I `'} I �� �batlered_S&C oat n H25 _ ' "d "born match Hr 4' 9 "R r 4 tot: 7J I v. �01 I I t l I 1 1 IL "bars 1I Sh�orl c ' l - I I l I I I I I I 2/012�; T „ e' �6" / �, •(! , �/3; ( r//, W -, TYPICAL SEC T /ON H=4' THRU 12' /Ogg, D &V U �16clr.5.11 "41916.t -- , a y DE -TAIL Y • w4 varied by Engineer to ndillons in the f/eld. END EL E VA T I O N h of culveft 'r4 d Hoops 12 '�'4Dar R • 6" "p`bors tot.3 Wall Extend a// longiludino/ bars in box walls 2'-0"i171`0 wings, except / where expansion joint occurs. T YP E 'A STRAIGHT WINGWALLS E`er`' STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION BOX CULVERT WINGWALLS LD84 TYPE "All BOX CULVERT WINGWALLS TYPE "A" 7 S NBS/LOWRY RECORD DRAWINGS Information Obtained From Client's Records NBS's Records Contractor's Records Q Recn� 7 By Date /i / o REV. REVISION DESCRIPTION QRpf ESSIO�*4 /� �.\M FoRp 1 Fy �� 3-3f 92ti �2 co WJ ce. _J 14,777, 0 \�r� OF STD. PLAN BO -3 Lan th of culvert i I' 0 • s�4 QNooDs'�-►2 I ► •p" bars 101.3 -p" bars tot. 3 fit -6` Normal to parapet r wall Single Span I Multiple Soan PART SECTION S =Clear Span a -12 coi. skew angia PorQpet "P'/ Bar s eW ny/e Cr 70 507 ISS 41'� of paropet. �G���/1/T STANDARD SINGLE OT MULTIPLE BOX CULVERTS ARE SHOWN ON PLANS AS SPAN TIMES HEIGHT WITH MAXIMUM COVER OVER ROOF THUS $x5 RCB WITH 10' OR DBL 10x5 RCB WITH 201, FOLLOWED BY ALTERNATIVES ALTERNATIVES SINGLE CELL INVERT WILL 'BE SLOPED UNLESS "TRAPEZOIDAL INVERT", "FLAT INVERT" OR "V INVERT" IS INCLUDED IN DESIGNATION MULTIPLE CELL INVERT WILL BE VEE UNLESS "FLAT INVERT" IS SPECIFIED PARAPETS WILL BE AS SHOWN UNLESS DESIGNATED ON PLANS. SUCH DESIGNATIONS MAY BE DIFFERENT FOR INLET AND OUTLET ENDS QUANTITIES QUANTITIES ARE FOR THE SLOPED OR VEE INVERT AND DO NOT INCLUDE "D" BARS, NOR SPLICES IN LONGITIDINAL BARS, NOR TEMPERATURE REINFORCEMENT FOR EXPOSED ROOF, NOR CONCRETE OR REINFORCEMENT FOR PARAPETS, CUTOFF WALLS OR PAVING NOTCHES REINFORCEMENT PLACEMENT MAIN REINFORCEMENT IS TO BE PLACED TRANSVERSE OR, FOR CURVED CULVERTS, RADIAL. WHEN RADIAL, REINFORCING SPACING IS MEASURED ALONG THE STAGGER SPLICES NOT SHOWN. HOOKS MAY BE ROTATED OR TILTED AS NECESSARY, FOR CLEARANCE SPECIAL REINFORCEMENT COVERAGE BOX STANDARD PLANS ARE NOT TO BE USED FOR CULVERTS IN A CORROSIVE ENVIRONMENT OR WHERE THERE IS A SEVERE ABRASIVE FLOW CONDITION OR IN FREEZE -THAW LOCATIONS SPECIAL DESIGN REQUIRED FOR CULVERTS WITH CONDITIONS, LOADS OR SIZES GREATER THAN THOSE GIVEN ON THE PLAN OR THE STANDARD TABLES. ALSO REQUIRED FOR MULTIPLE CELL CULVERTS WITH UNEQUAL SPANS FOR CULVERTS WITH RAILROAD LOADING, -SEE THE CURRENT A.R.E.A. DESIGN SPECIFICATION 3 OF MORE CELLS FOR CULVERTS WITH MORE THAN TWO CELLS, USE DIMENSIONS AND REINFORCEMENT FOR THE STANDRAD "DOUBLE BOX CULVERT" AND ADJUST QUANTITIES ACCORDINGLY CONSTRUCTION NOTES End d JOIE paruoet normal to facs of paropet. CONSTRUCTION LOADS Para t STRUTTING REQUIRED AS SHOWN ON STANDARD PLAN "CONSTRUCTION LOADS ON CULVERTS" STRUTTING MAY BE REQUIRED ON CULVERT EXTENSIONS WHEN EXISTING PARAPET IS Traffic (� L�` v S RCB ,_c REMOVED 514r6W I _ LongftudIna! Transverset vI 31 EXPANSION JOINTS INVERT NO EXPANSION JOINTS SHALL BE PERMITTED ROOF AND WALLS Lsngth WHEN COVER IS LESS THAN SPAN LENGTH - PLACE 2" EXPANSION JOINT FILLER AT 301± CENTERS OUTSIDE THE PAVED ROADWAY LANES AND RCS TEIRMINCLOGY PLACE STANDARD BRIDGE DETAIL 3-2 AT 30' CENTERS UNDER THE PAVED ROADWAY LANES WHEN COVER IS MORE THAN SPAN LENGTH - PLACE2" EXPANSION JOINT FILLER AT 30'± CENTERS AND ADDITIONAL 2" EXPANSION JOINTS AT LOCATIONS OF CHANGE IN FOUNDATION CHARACTER, AS DIRECTED BY THE ENGINEER CONSTRUCTION ITS TEMPORARY JOINTS MAY BE PERMITTED IF NORMAL (OR RADIAL) SPECIAL DETAILS To OF RCS OTHERWISE, THE CONTRACTOR IS TO SUBMIT A PROPOSAL FOR CONSIDERATION BOX CULVERT CUTOFF WALLS MISCELLANEOUS DETAILS DS3 4' CUTOFF WALLS ARE TO BE PROVIDED AT INLET AND/OR OUTLET UNLESS ADJACENT CHANNEL IS LINED AND UNLESS OTHERWISE SHOWN THESE WALLS ARE TO BE EXTENDED IF SCOUR BOX CULVERT CONDITIONS WARRANT EARTHWORK SEE STANDARD PLAID A62 -E MISCELLANEOUS DETAILS BACKFILL SEE STANDARD SPECIFICATIONS EXCEPT THAT THE DIFFERENCE IN LEVEL OF BACKFILL (AGAINST OUTSIDE WALLS) SHALL NOT /VTS. EXCEED 2' CITY OF FONTANA, CALIFORNIA ENGINEERS & PLANNERS PUBLIC WORKS DEPARTMENT 10920 Via Frontera - P.O. Box 28100 • San Diego, CA 92128-0100 • (619) 485-1500 Drawn 11 : INLAND EMPIRE CENTER Scale Approved - .+ efe • 4 �f�7jC—Z, Designed By: DETAILS Date 14777 7-21-89 /it//L, L.1.4" ty /-f//Z- 901/1V/ R. C. E. Date Checked By e. Dwg No. DATE ENGR CITY DATE ACTING .CITY ENGINEER ROBERT WEDDLE R.C.E. �J