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HomeMy WebLinkAbout3803-24See Note Optional See Note I i13M CN4) 4*50MC 1 50 M (2') Ctr= Alternative Conk} 15 i13M C*4>-- .'b'.'r bars •b' •c' bars 150 m (6') _ - • a' bars, See Note 6 EfflHoss In S Ina 1 I Note 7 ROOF SECTION TotaN13M (*4), SPANS 3050 MM THRU 4270 vara l 3 C 10' THRU 14') -50 m C2') (Invert similar) Clr Typ 150 M • be bars C 6' u • E y ;;--'c' bars 1/P on 1 " 'L I .! See Notbare I• 1/2 Span •�•yP T? -, TYPICAL SECTI❑N TYPICAL SECTI❑N WALL SECTION SPANS 1220 mm THRU 2440 mm SPANS 3050 mm THRU 4270 vara SPANS 3050 mm THRU 4270 curl (4' THRU 8') C 10' THRU 14') C 10' THRU 14') span, S = Slope i I Slope I I +• Invert (6' +- (4' Invert El Invert r Invert El Elev Ele - / CS _ / Slope I I x C 501 T12 T3 FLAT INVERT V INVERT TRAPEZOIDAL INVERT SLOPED INVERT ALTERNATIVE INVERTS BASIS OF BEARING LEGAL DESCRIPTION: THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDMSION OF A UNE OF THE NORTHEAST QUARTER OF SECTION 23, PORTION OF THE SOUTHEAST 1/4 TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN OF SECTION 14, TOWNSHIP 1 NORTH, ON FINAL TRACT MAP NO. 13750, BLED IN BOOK 250, RANGE 6 WEST, SAN BERNARDINO AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE ORRCE COUNTY OF SAN , OF THE COUNTY RECORDER OF SAN BERNARDINO BER MERIDIAN, O. COUNTY, BEING NORTH 00.30'24' WEST. BENCH MARK • DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH ON THE NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". NAVD 88 - 1508.56 (FEET) N❑TES 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 necessary c}wnpes in bar lengths and quantities. a Quantities are approximate and for design purposes only. a For boxes with span or height or cover greater than those shown in tables, a speclat design Is required 4. It is pernissable to eliminate the 180• hooks on every other bar. 5. C SO�1 bars are M m at hatif spacing, spans 3050 - 4270 y. 6 'n' bars are at half spacing, spans 3050 M - 4270 M C 10' - 141) only. 7.Provide paving notch when top is exposed and when pavement is Portland cement concrete, and adjust quantities. 8. For design and details not shown, see Standard Plan D82. 9. For exposed t04)op, provide N13M 4) 8 450 m C 18') each say, b00 m (21) lap '>' cars of full span and adjust. STATE IF CALIFORNIA DEPARTMENT [F TRANSPORTATION CAST -IN-PLACE REINFORCED CONCRETE SINGLE BOX CULVERT These 'Standard Plans for Construction of Local Streets and Roads' captain unli systems of neaslrerlenb International System Units CSI or 'netriec')) aasn�ddUni two s necessarily llyyeequal or I (atonia The bl� 'Foreword'' beginning of this publication NO SCALE F -D80 OWNER/DEVELOPER CENTEX HOMES 1265 CORONA POINTE COURT CORONA, CA 92879 PH: (951) 279-3000 FAX: (951) 279-2100 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. Elev " 0 I v 01 SPAN SPAN 1220 m (4' ) 2440 M (8' ) 3660 M C 12' ) WARPED WINGWALLS WALL DIMENSIONS AND REINFORCING 1520 M C 5' ) 1220 M C4') 2135 M ( 7' ) 1830 M (6') 2135 M C7') HEIGiiT 610 M C2') 915 m (31) 1220 M (41) 610 M (21) 915 M C3') 1220 m (41) 1520 M C5') Maximum Earth Cover 3 n 6. 0 n 3. 0 n n n n n n n n aon n n 6.0m 0m ( 10') 20') �m C 10' 20 ( 10) 20') ( SO') ) 10' 20') 0) �n ( 20) 10') ) 20' Roof T 180 m 100 mm 80 m 180 M 180 M 180 M 190 M 190 m 190 M 190 M 190 m 190 m 190 m 190 m m 1 C7') (7') C7') C ') C ') (' C7 ') C 1 ') C ') C7 1 ') 1 ') C 2 ') < 1 ') C7 1/2 ') c Yat is T2 150 M 150�M 150 mm 15O�M 150 M 165 m 150�mm 150�m I 150 M 150�mm 180 mm 165 M 190 m C.1 9') C6') 6) C6) 6) 6') C6 1/2 ') (6 6) �m (6) (6') 6) ) C6 1/2 ) ( 1/2 ) 190 m ..CS Invert T 150 m 150 M 150 m 150 M 150 M 165 m 165 M 180 m 165 M IUD M 165 m 180 m 165 m 180 M 180 m 3 6' 6' 61 6' 6' 6 6 7' 6 m 230 m m CE ') C' 230 m Spacing 175 m 175 M 1 m 1 M 175 M 175 M 215 M 150 m 21 m 140 M 215 M 140 m 21 m 140 m (81) -e- Sze Bar N 1 ( ) 1 ) 13 1 n 19 ) n 6 • ) 1 6 C i5) ) 1 ) M mn U. 9 n 0. 9 n n 0, n n 0. n n 0. n n 0, n 0. n n n n U. n n 0. n n n n Z n 1. n jC 1 1 M 7 4 C7. 4 C /LF) C C 10. 1 9 2 1 0 1 2 0 2 0 1 5 3 +Ocrete forcenent 71 n n n n n n n n n n n n n n i 1 •� 1850 m (48 LB/LF),(48 LB/LF) (50 LB/LF) (55 LB/LF) 1(58 LB/LF) (67 LB (58 L13/LF) (60 1-13/1-17 58 L13 68 LB 6 LB 81 LD C LB/LF?105 LB SPAN 1830 M (61) 2440 M (8' ) 3660 M C 12' ) WARPED WINGWALLS WALL DIMENSIONS AND REINFORCING HEICIHT 1220 M C4') 2135 M ( 7' ) 1830 M (6') 2135 M C7') 2440 M (8') Maximum Earth cover HEIGHT 915 mm (7) 1220 m (4') 1520 mm (5') IBM m (6') 915 M (7) 1220 m (41) 15M m (5') 1830 m C6') (7') Max I Earth cover aon 6.0m aon 6.0m 3.0m 6 m aon 6.0n 3.0m 6.0m 0m 6.0m 3.0m On 3.0m 6.0m Rn .on nun c to 20') c 10') c 20' la) 20' 10' 2[Y a) 20' o' c c o') ) a 16@200 Invert T3 c )205 2 M Roof T1 m 205 M 205 M 205 M 205 m 205 m 2D5 M 205 M 205 m 230 M 205 m 230 m 205 m 230 m 215 m 230 mm k2lm 230mu (3(r) It CB') Fr 8') (r C8') 8' C8• 8') 8' 150M B') 9') 8') (61) C8 1 C > C 9')Watts C4 1/21) T2 ISO m iS0 M . 1 ') 1 M . m . 190 m ..CS 180 M 2 M . 1 M . l O M .. m 80 m . m . 90 m . 8I m 2 M 2 M. .Invert Ci5) T3 180 m M IBO M M BO m E055 m BO M M M 230 M m 230 m m m 2 m 230 m 2 8o m n 230 m 9• D ') 8' ') 5 ' V ') O O �+ (81) ) V n 3 Er n V n 6 • Spacing 190 M M m M mn M mn m mm M mm M m m M M M m 1 150 M 1 1 M (7 1/ ') (5' 1 ') 5' ') 5' 1 100 m ') 6 1/21) 5' ') ( C6 1/21) 5 1/21) (6 1 ') (5 1/21) 6 1/21) (5 1/21) 3'-9') (3'-7'> 3'-9'> 3'-7'> 3'- •) '-4') •) ' •) i 1 i 1 •� 1850 m 1800 m 900 m 2025 m m m 1 m m 1500 m `� 'e' SIS Der i 1 Ci) 1 ) 16 Cis) 1 Cid 1 C 1 (ib) 1 C ) 1 C 16 ( 1 C 1 C ) 1 C ) 19 ) C '-L i') ('-1 1' cin ' Concrete 1. 09 /n 1. 1 n 1. 18 n 1.32 n 1. 32 n 1. 48 n n 1, 70 n 1. 27 n 1. 38 /m . 36 n 1. /m 30 n 2 n 1. 68 /n 95 n CN7) 'c. 3325 m 117 123 1 1 2 2C 1 9 1 9 1 3 00 m 1 1 6 1 8 1 1 85 0 B Re I n n n n n n n n n n n n n n n n n n (_ rtforoenent C 70 IB/l F) 81 C 82 IB/1 F) C 96 LE/LF) C LB/LF) C 120 (124 C 148 LB C LS/LF) C 94 LB/LF) IDS 1 18 1-13 121 147 C 130 LB C 177 (160 1-13 (192 LB SPAN 2440 M (8' ) 3660 M C 12' ) WARPED WINGWALLS WALL DIMENSIONS AND REINFORCING HEICIHT 1220 M C4') 1520 M C5') 1830 M (6') 2135 M C7') 2440 M (8') Maximum Earth cover a 0 m 6. 0 m a 0 m 6 0 m a 0 m 6.0 m 3.0 n 6.0 n a D m 6.0 m 1 Roof T 1 215 m (8 1 2 ') 240 M C9 1/2 ') 215 M (8 240 M C9 ') 215 m (8 2 ') 255 m 1Q') 215 M 8 2 ') 255 m 0') 215 m <8 2 ' 255 M 0') 2e15D Polls Tp M -Mn M Rn M M M mm M mm C4 a along top face " A" = 300 wall. 6') Roof T (6 2 ') 2 ') 4 3 (8 2 ' 8' ( ') 8 ') (1 ' 16@200 Invert T3 M 2 M M nn M mm M M M M 2e150 Total 6- oto, l (8') (9 1 ) (8') CIO,) (B') C1(') CB') (1(r) 8') (3(r) It Spacing 150m 125M 1 150 mm 125 mm 150m 1 1 15 M 150 m 125m 150M 1 15 m 290 m 3B0 m , (61) (51) (61) (51) (61) C4 1/21) (61) (51) (61) C4 1/2 ) Z 'n size Bari • 7) n 330 m Ci 7) 225 m 7) 225 M 250 M I 225 M 'le Size Bar i 1 C Ci5) N5) C ) .... 19 1 C i6) ) C N CO � II 1Concrete.52 n 1. 77 /m 1. /m 1. n. 8 / 2 24 n /m Z n n 2 n n 2 2 n n 2 8o m n 0' 9• D 1 0 7 1 5 D N❑TESI Yells designed for 600 m (2') surcharge; earth density o 1t� kg/ C12OLB/CU FT)1 equivalent fluld pressure 3 �+ Reinforcement 103 n (IR3 LB n 5 n 3 n n n n 6 n 5C n 192 LB n C 252 LB ■ See Note 5, on Standard Plan 1180A. a See Note 6, on Standard Plan DBOA. I x-300 curl (11-01) Cutoff wa (Lspacers 600 curl (2'-0') Into apron `'"" u"' "" #13M C #4) 2450 curl ( 18' 300 mm C 1' -0') Cutoff wt Lev " a" I-'qsOLC 2-#13M C 150 n(6 V�^ o^ WITH❑UT STIFFENING BEAM E TYPICAL WITH STIFFENING BEAIRYPICAL WITH❑UT STIFFENING BEAM PART L❑NGITUDAL SECTION #13M ( #4)1:1 @30D (A,7 -#13M ( #4) For transverse Retnf I In wr�gd win$�rgAA, Stiffening bea see a eo on Leve ' For number and size of bars se Slope varies table on D86AA. Extend and hook I to 1 1/2 Dia Cir E lev ` ` ' ' ` ` Ang l cutoff wall and parapet., , D, , 25 mm C 1') M I n ' of f lore" :�< See table on D86AA I I I I I 50 mm . , qn _. 1 1/2 DI Lr 25 mm (1') Mln Toe of slop #13M (#4) Spacers 2 300 mm C ') ALTERNATIVE WARPED W I NGWALL#13" (#4) x 1.5 m (5' -0') Dowels a 300 mm C 12').- #13M C#4� Use where additional protection to toe of SECTION C -C #13M (#012450 mm C 1 embankment Is required. Where abrasion Is anticipated Increase apron thickness to 175 mm (71) minimum to provide 50 mm (2') minimum reinforcement coverage. -e E 75 mm ,n c (3,-)l Eq o 'd' bars, for earth covers up to and Including a 0 n Clo') 1220 M 1520 m 1830 m 2135) 2440 mn 3050 M 3660 M 427Span (41) C5) C6') C7'C8') (1') (121) (104 'M) Numberl 7 1 8 1 9 1 10 1 1 1 1 12 1 15 20 STATE OF CALIFORNIA DEPARTMENT OF TRANSP[RTATIIIN CAST -IN-PLACE REINFORCED CONCRETE SINGLE BOX CULVERT These 'Standard Plans for Construction of Local Streets and Roads' contain units in two systems of measurement Intumtlwnlnlixuen�o< UnitsCSI or 'metric') and Limited t Standard Griot necessarily fee b ill quad of this in ill--,- te. Seements at the NO SCALE D8( Parapet B �" S lope" of f i It lope opro to thatch or channel channel and I er 3- 20Mfl #13M (#4) 2450 mm (18'), Str back face #13M (#q2450 mm (18') Front face, bend I u mm ( 2' -6') I nto wa l l or apron L-1- L ti Cutoff wall 13M (#4) If alterndtive bottom I lternative bottom of cutoff wal-t END ELEVATION 3M <#4) 2450 mm (18') 400 mm (11-41 ) For Max r` H" 3 m C 600 mm (2'-0') For Max ` `Me ' 3 m (I NOTES Walls designed for 600 mm surcharge) earth density = 1900 :Ag/m ) equivalent fluid pressure = 5.66 KPa/m. Vary' D" of warped watt uniformly from that at cutoff wall to that at culvert, for maximum " H" > 3.7m. Where abrasion Is anticipated Increase apron thickness to 175 mm minimum to provide 50 mm minimum reinforcement coverage. D I mens I ons 11U1, "W", " H" , " M" , " N" , Elevation " a" , " Angle of flare", and end "Slope" Cas apply) are shown on the plans. Q�pFESS/p�, SOIL ENGINEER LI .41 9 r^ ALBUS-KEEFE AND ASSOC., INC. �3 1011 N. ARMANDO STREET ANAHEIM, CA 92806 PH: (714) 630-1626 OF FAX: (714) 630-1916 Ver ticalJL eler 4. 4 %- a, i i!H 3r1CIL C1/2r1)El 4' O E. P � 1 r 1 i (III , eME CL k2 IK yl r -D r D Culvert wall to low, #13M C 600 mm <2' -0'Z + d Const Joint C D 600 mm (2'-0' #13M (#4) 2300 mm (12 , Lap withwall spacer Warped wIngwnll z SECTI❑N B -B C� I I V -U I I 11 Z C C C l__J #13M (it OC '2450 mm (18') , D Elements parallel tc Cutoff walls are straight it (11 m:" I Toe of ..up I Ci -0) , slop W� PLAN v Toe of slop STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION BOX CULVERT WARPED WINGWALLS These 'Standard Plans for Construction of Local Streets and Roads' contain units In two systems of measurement) International System of Units (SI or 'metric') and United States Standard Measures shown In the parentheses () The measurements expressed In the two systems are not necessarily equal or Interchangeable, See the 'Foreword' at the beginning of this publication. NO SCALE D 8 6 A WARPED WINGWALLS 3660 M C 12' ) WARPED WINGWALLS WALL DIMENSIONS AND REINFORCING O 0 STIFFENING BEAM DIMENSIONS AND REINFORCING Element %� , Z 4 m 3. 0 m 3. 7 m 4. 3 m 4. 9 m 5. 5 m 6. 1 m •1 '1 1 3. 7 4. 3 4. 9 5. 5 6. 1 7. 6 I 9, 1 10.7 12. 2 m Slope or less 1 /I 1 I/ 1 II m I m m m m m m m or more 4:1 Front face relnf #132300 13217 1621 16@12 19015 22817 2e15D 1.8 m -m No beam. Place 2-#19 In ea kh Q') Rear face relnf #132300 13030C tl3@300113@30013230 ') 1323 13@300 C4 a along top face " A" = 300 wall. Roof T Front face relnf #132300 13030 132300 132300 13225 132200 13@150 3.o m 4 3 Rear face reinf #130300 13@30 13@3 13@25 13@1 13@1 16@200 %%B" = 225 ``A" Total 6 -fig %% „ _ B 3Be_ = 450 " A" = 560 3.7 m 4:5 Front face relnf #13@300 13230 13230 13@300 13@300 13230 132300 4.3 m b Rear face reinf #132200 13220 13@125116@ ILM76 19215 2e150 Total 6- oto, l B 30 " A"= 600 6- 23 Be = 450 Total 8-#29 4.8 m I'D" nt Cutoff Wall( 150 150 150 190 200 240 280 6.5 m " D" at Culvert C 150 150 150 200 240 280 330 6.1 m NOTES Walls designed for 600 mm surcharge) earth density = 1900 :Ag/m ) equivalent fluid pressure = 5.66 KPa/m. Vary' D" of warped watt uniformly from that at cutoff wall to that at culvert, for maximum " H" > 3.7m. Where abrasion Is anticipated Increase apron thickness to 175 mm minimum to provide 50 mm minimum reinforcement coverage. D I mens I ons 11U1, "W", " H" , " M" , " N" , Elevation " a" , " Angle of flare", and end "Slope" Cas apply) are shown on the plans. Q�pFESS/p�, SOIL ENGINEER LI .41 9 r^ ALBUS-KEEFE AND ASSOC., INC. �3 1011 N. ARMANDO STREET ANAHEIM, CA 92806 PH: (714) 630-1626 OF FAX: (714) 630-1916 Ver ticalJL eler 4. 4 %- a, i i!H 3r1CIL C1/2r1)El 4' O E. P � 1 r 1 i (III , eME CL k2 IK yl r -D r D Culvert wall to low, #13M C 600 mm <2' -0'Z + d Const Joint C D 600 mm (2'-0' #13M (#4) 2300 mm (12 , Lap withwall spacer Warped wIngwnll z SECTI❑N B -B C� I I V -U I I 11 Z C C C l__J #13M (it OC '2450 mm (18') , D Elements parallel tc Cutoff walls are straight it (11 m:" I Toe of ..up I Ci -0) , slop W� PLAN v Toe of slop STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION BOX CULVERT WARPED WINGWALLS These 'Standard Plans for Construction of Local Streets and Roads' contain units In two systems of measurement) International System of Units (SI or 'metric') and United States Standard Measures shown In the parentheses () The measurements expressed In the two systems are not necessarily equal or Interchangeable, See the 'Foreword' at the beginning of this publication. NO SCALE D 8 6 A SPAN 3660 M C 12' ) WARPED WINGWALLS O 0 C „�I :t•1 ' 1 3050 M CID) •1 '1 1 3660 M C 12' > Max t nun Earth Cover 3.On II 1 /I 1 I/ 1 II aon II aon II 1 On r • ') Q') Q' ') rl ') �� 20' 0' > Roof T 215 M 305 M 215 M 305 M 215 m 305 M 215 M 305 M 215 M 305 m 240 m 305 m 2 m 3 m ,� �� (�) b 1� b JCU b .,c•1 b :. ) 1 Mainz= 1 12') (9 •) 12' U Ynlls Tp 205 M 255 M 21 M , O M 2 M O M 2 M 290 M 230 M M 2 M m 290 m 3B0 m , "D" at Culvert Invert T3 215 M , 3213 M 230 M 320 M 230 M 320 M 1�0 M 320 M E30 M 320 m , 240 M , 330 m , 255 m 330 m D Spacing 225 m 250 m 225 M 250 M I 225 M 250 M 200 M 250 M 200 M 250 m .... � qJ .1./ It ®� CO � II �� 0' r7.1• � r. 11 8' . 0' 9• D n Size D N❑TESI Yells designed for 600 m (2') surcharge; earth density o 1t� kg/ C12OLB/CU FT)1 equivalent fluld pressure = 5.66 I(Pa/n C36LB/CU M. Vary ``D" QEF•1F�'.•_�1liF]:L{�r?:[{:Y_t7iL7:L{T47�:L�Y7ii'7:[{�•illi:[{,�i7iG::[{?i>•i�;:[{•i7iF]:[Ti1•iFi:[{,illiF to that at culvert, for maximum ••FY• > 3.7n (12'). Dimensions "L", "Y", "H", "M", "NY', Elevntlan "a"," Mille of flare", and end "Slope" (as oMty) are shown on the plans. Size Bari STATE OF CALIFORNIA [Til•f�:[{' 1 Wim � C i i ) C alli�%:[[Y7iF::[{.a)aiF::[{.:i1af�:[{:Yi1•E�':[{:Ytl! Dlnenslon 950 M 975 m 1 150 M 1 1 M 150 M 0F3F7?Ti7ai�7:[{.illE��i:[{.Yt7f47:[{Tfl•t%�:L{.Yt7i�]:[{:a7E��:[{.Y7iF:a{ 1 00 m 1 50 m 1 100 m 1323 m 1 100 m 1323 m 1323 m M ,b, 3'-9') 13M=1�tLSQ.Ufl•�4��.'�I�f� 3'-9') 3'-9') (3'-7'> 3'-9'> 3'-7'> 3'- •) '-4') •) ' •) i 1 i 1 •� 1850 m 1800 m 900 m 2025 m m m 1 m m 1500 m `� t�]i�l�fl• I� 1325 m 325 M mc N ©F3�f�� [{.::illi:[f.Ir7[is��?:[iTt7E�]'[i.�7�:[{��7EE'[i.:���L{.Yt7�.:L{.ft7�.-.[f.Y7�.:LiY�7�:I{�t7 C6'- ) C6'-') C6' ) 6'-') C '-1 1') C '-1 1') '-1 1') C '-L i') ('-1 1' C '-1 i') ' O L�©F7-'•*�E.�i.Q:}1•fIK1:L{:_}1•EII:L; Size Bari :}>•i�I:L{::}1a�1:L{ Ci6) :}IIEtK :L{ :}1•�:L{ :}1•E�}1•�:Q::ill�:L{ 1 C b) C :i1•EL•':L{:'r?7E[?:L{:r7 i i O fU CN7) 'c. 3325 m 1 100 m 2 m 1700 m 2 75 m m 2475 m 1700 M 275 m 00 m M 1700 M 2 75 m 1% 00 M d •1 � Concrete 2. 49 m3/n • 2 n 2 3 a n 2. 8 n a m 1 CP 3 3 9 --a-0-0-07m`- 32.2 � Imo. -... •' L?.. (_ _T. !' L?. _ .r• h Lr?. w Lam. �. L?.. -f • 1-2. F L?. • ! L_�. ~c•. � I_? n • ��0'I c'•^�►� R�714i] 'tc<--.� I .i D �[t ' :Il•��71�?][!c -rT•4�l/�i] ^.7 � I .� I _? 1 ^7 <t .� I .? ��� .:7 [!c)G .� I _.? 1�• .,S�f� _[!c=fI��I/�7J ^7 � :1 .� / .i -ti:.. ^7 _ lt< .� I .i (353 lB/L<7 <409 LB/l.F) (365 LD C 420 LB/LF7 2 LB/LF7 C 13 LB/LF7 C 4 5 lB/LF) C 4 LB/L C LB r C 468 lB/L C 5 LB/LF) 6. 6. C Z H 1/2 345 Ce 1/2 d on ZJ 1323 r --2025 D Z d CD 63 04 CF O 439 bUV SM (71062 ■ See Note S, on Standard Plnn DBOA ■■ See Note 6, on Standard Plan DBOA STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CAST -IN-PLACE REINFORCED CONCRETE SINGLE BOX CULVERT Construction of Streetsunits 'Standard Plans In of lard systems of surerarrb ermt&t System UnitsS metric') Limited Standard Measures sh m In the PW*nt[reses two � ore not necessor�I lequrg of #IIs publIcatIalae.. Sec the ' aewordj at the NO SCALE D80C SPAN 3660 M C 12' ) WARPED WINGWALLS O 0 FIEIl3iT 1830 m C 6') 2135 m C 7') 2440 m C 8') 2745 M C 9') 3050 M CID) 3350 M C 1 1' > 3660 M C 12' > Max t nun Earth Cover 3.On 6,On aon 6.On aon On aon On aon On aon On aon On r i(Y ') Q') Q' ') 0' ') C 10' 20' 0' > Roof T 215 M 305 M 215 M 305 M 215 m 305 M 215 M 305 M 215 M 305 m 240 m 305 m 2 m 3 m ,� �� (�) 1 013M (N4) 033M (N4) i13M (04) N33M Ci4> 8 1 2 ') 2 ') C8 ') ) C8 ') ) CB 1 2 ') 12') t9 1 2 ' 12') (9 •) 12' U Ynlls Tp 205 M 255 M 21 M , O M 2 M O M 2 M 290 M 230 M M 2 M m 290 m 3B0 m , "D" at Culvert Invert T3 215 M , 3213 M 230 M 320 M 230 M 320 M 1�0 M 320 M E30 M 320 m , 240 M , 330 m , 255 m 330 m D Spacing 225 m 250 m 225 M 250 M I 225 M 250 M 200 M 250 M 200 M 250 m 250 M 225 m 225 m 200 m CO 9' 0' 0' 8' 0' 9• D n Size D N❑TESI Yells designed for 600 m (2') surcharge; earth density o 1t� kg/ C12OLB/CU FT)1 equivalent fluld pressure = 5.66 I(Pa/n C36LB/CU M. Vary ``D" of warped welt uniformly from that at cutoff wall to that at culvert, for maximum ••FY• > 3.7n (12'). Dimensions "L", "Y", "H", "M", "NY', Elevntlan "a"," Mille of flare", and end "Slope" (as oMty) are shown on the plans. Size Bari STATE OF CALIFORNIA 1 DEPARTMENT 13F TRANSPORTATION � C i i ) C BOX CULVERT Dlnenslon 950 M 975 m 1 150 M 1 1 M 150 M 1 30 M 1 00 m 1 50 m 1 100 m 1323 m 1 100 m 1323 m 1323 m M ,b, 3'-9') 3'- 3'-9') 3'-9') (3'-7'> 3'-9'> 3'-7'> 3'- •) '-4') •) ' •) •� 1850 m 1800 m 900 m 2025 m m m 1 m m 1500 m 1 m m 500 M 1325 m 325 M a4 Dimension C6'- ) C6'-') C6' ) 6'-') C '-1 1') C '-1 1') '-1 1') C '-L i') ('-1 1' C '-1 i') ' Size Bari Ci6) CN i 1 C b) C C b) i i CN7) 'c. 3325 m 1 100 m 2 m 1700 m 2 75 m m 2475 m 1700 M 275 m 00 m 2475 M 1700 M 2 75 m 1% 00 M •1 � Concrete 2. 49 m3/n • 2 n 2 3 a n 2. 8 n a m 1 CP 3 3 9 --a-0-0-07m`- 32.2 � Imo. -... •' L?.. �. I • I_?. _T. !' L?. _ .r• h Lr?. w Lam. �. L?.. -f • 1-2. F L?. • ! L_�. ~c•. � I_? n • ��0'I c'•^�►� R�714i] 'tc<--.� I .i [ti�:7��II�i] �[t ' :Il•��71�?][!c -rT•4�l/�i] ^.7 � I .� I _? 1 ^7 <t .� I .? ��� .:7 [!c)G .� I _.? 1�• .,S�f� _[!c=fI��I/�7J ^7 � :1 .� / .i -ti:.. ^7 _ lt< .� I .i SPAN 3660 M C 12' ) WARPED WINGWALLS O 0 FIEIl3iT 1830 m C 6') 2135 m C 7') 2440 m C 8') 2745 M C 9') 3050 M CID) 3350 M C 1 1' > 3660 M C 12' > Max t nun Earth Cover 3.On 6,On aon 6.On aon On aon On aon On aon On aon On r i(Y ') Q') Q' ') 0' ') C 10' 20' 0' > Roof T 215 M 305 M 215 M 305 M 215 m 305 M 215 M 305 M 215 M 305 m 240 m 305 m 2 m 3 m ,� �� (�) 1 013M (N4) 033M (N4) i13M (04) N33M Ci4> 8 1 2 ') 2 ') C8 ') ) C8 ') ) CB 1 2 ') 12') t9 1 2 ' 12') (9 •) 12' U Ynlls Tp 205 M 255 M 21 M , O M 2 M O M 2 M 290 M 230 M M 2 M m 290 m 3B0 m , "D" at Culvert Invert T3 215 M , 3213 M 230 M 320 M 230 M 320 M 1�0 M 320 M E30 M 320 m , 240 M , 330 m , 255 m 330 m D Spacing 225 m 250 m 225 M 250 M I 225 M 250 M 200 M 250 M 200 M 250 m 250 M 225 m 225 m 200 m CO 9' 0' 0' 8' 0' 9• D n Size D N❑TESI Yells designed for 600 m (2') surcharge; earth density o 1t� kg/ C12OLB/CU FT)1 equivalent fluld pressure = 5.66 I(Pa/n C36LB/CU M. Vary ``D" of warped welt uniformly from that at cutoff wall to that at culvert, for maximum ••FY• > 3.7n (12'). Dimensions "L", "Y", "H", "M", "NY', Elevntlan "a"," Mille of flare", and end "Slope" (as oMty) are shown on the plans. Size Bari STATE OF CALIFORNIA 1 DEPARTMENT 13F TRANSPORTATION � C i i ) C BOX CULVERT Dlnenslon 950 M 975 m 1 150 M 1 1 M 150 M 1 30 M 1 00 m 1 50 m 1 100 m 1323 m 1 100 m 1323 m 1323 m M ,b, 3'-9') 3'- 3'-9') 3'-9') (3'-7'> 3'-9'> 3'-7'> 3'- •) '-4') •) ' •) •� 1850 m 1800 m 900 m 2025 m m m 1 m m 1500 m 1 m m 500 M 1325 m 325 M a4 Dimension C6'- ) C6'-') C6' ) 6'-') C '-1 1') C '-1 1') '-1 1') C '-L i') ('-1 1' C '-1 i') ' Size Bari Ci6) CN i 1 C b) C C b) i i CN7) 'c. 3325 m 1 100 m 2 m 1700 m 2 75 m m 2475 m 1700 M 275 m 00 m 2475 M 1700 M 2 75 m 1% 00 M � Concrete 2. 49 m3/n a 50 n /n 2 n 2 3 a n 2. 8 n a m 1 CP 3 3 9 --a-0-0-07m`- 32.2 22 n n a 21 n 5 CF n n � 8 3, e n m S.n 2 . 22 n n 5. m 5 9 * Reinforcement n n n A n n n n m n n n m n (353 lB/L<7 <409 LB/l.F) (365 LD C 420 LB/LF7 2 LB/LF7 C 13 LB/LF7 C 4 5 lB/LF) C 4 LB/L C LB 1 LB C 468 lB/L C 5 LB/LF) REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA QROFESSIONq�AEI-ICASC SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTc COYOTE CANYON COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Q> ARIC M. TORREYSO E N G I r" --JE E IZI Ci DRAWN BY: ST ARD PLAN SCALE: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, C= No. 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY' Alts DATE: � exp, os -3o -os PH. (909) 783-0101 FAX (909) 783-0108 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND A. AUGUST 2005 STANDARDS IN EFFECT. �. CIV1�- O���Q PREPARED BY. ARIC M. TO EYSON R.C.E. NO. 66068 CHECKED BY: APP DRAWING NO.: OF Dpi\F EXP. DTE: 06- 0-06 C.V.A. . Z O 24 DATE: f 0 TY ENGINEER R.C.E. 51152 DATE: 28 WARPED WINGWALLS O 0 R) WALL DIMENSIIDS AND REINFIRCING STIFFENING 13ElW DIMEiSI[NS AND REINFORCING Element Slope "Ft" 24 m (8') o,, lea 3.0 n C10' a7 n (12') 4.3 n C14') 4.9 n C16') 5.3 n CIB') 6.1 n (2Q' 3.7 m 4.3 n 4.9 n 5.5 n 6. 1 7. 6 n j9.CI n 10.7 12.2 n < ••fix (12' C14' (16' (SB' C20' C25' C30' C35' or more d 413M (64) 013M Ci4> 016M cis) 116M Cid 619M cit) NPS( Cin i22M Cil) 1.8 m o (1300 No bean Pince 2-019M Ci6) In wadi D 4� (1/4 :1 Front foe+ Rrinf m C121) 1175 m (7') 1173 m C7') )125 m CY lSSO m (61) 2175 m (71) 1150 m (61) r Reny fou ReIrtP N13M CM) i13M CN4) 413N CN4> N13M (it) 1134 CN4) 013M (04) 013M CN4) face along top of mC12') 11300MC12' l3L10mC12') mC12' MOO mC12• l300MC12') M(12' MO �m(81 watt. "A" -300m(1'-0') C N13M CA4) i13M Cit) i13M <N4) N33M CN4) 013M Cit) 013M Cit) i13M Cit) (10. IM.O m 101 "H"� 225 Z_ � (9/4 d) Front face ReIrIP Rror fou Rrinf MOO MOO 300 m (12') m C12'> e300 m C12') m (12' i13M (N4> i13M CN4) #13M i13M <N4) m 1200 m (B') 1150 m (61) N13M (i4) i13M (i4> � 016M (N� 97 m (� m C9' ••A'•= 450 M (1'-6' --I nni(12') M C12') m C12') m C10' � 173 m (7) lSSO M C6) 1200 M (B') ,� �� (�) 013M (N4) 033M (N4) i13M (04) N33M Ci4> N13M (i4) i13M Cit) N33M Cit) 4.8 m (14� "B"o 300 m CI' -0' "A"= 560 m C1' D') (1 1/4 3 Front face R:I rIf MOO MOO M C 12') m (let 11300 m < 12') m C 12' M C 120) Q300 m C 12') m C 12' "A" Rear fou Rwlnf 013M (14) 613M t04> i33M (!4) i16M CNS )125 �� t/e) i19M (i6) N2?�C til) 5 � (n )150 m C61) )150 C6•) 4A m (167 • • • 600 Total 6-i2ztl (i7) (g p'� C2' )PDO M Ce'),2200 m (e') M (Y) 150 nw1 (61) M Cia) Total 8�29M Ci9) l� "D" at Qrtoff Poll 150 mm (61) 150 nw1 (61) 150 rw1 (6') 190 rn C7 1 rw1 (8') 240 M C9 �0 mn (11'> 6.5 m 18 Total 6-i "B"a 4513 m (1' ,) "D" at Culvert 150 awl (6') 13D-(6*) 150 Iw1 (6') 200 nn CB') E40 awl (9 1 260 rw C11'> 330 rw+ C1' - 2 atow) 1 -D r D Z t� CO D D N❑TESI Yells designed for 600 m (2') surcharge; earth density o 1t� kg/ C12OLB/CU FT)1 equivalent fluld pressure = 5.66 I(Pa/n C36LB/CU M. Vary ``D" of warped welt uniformly from that at cutoff wall to that at culvert, for maximum ••FY• > 3.7n (12'). Dimensions "L", "Y", "H", "M", "NY', Elevntlan "a"," Mille of flare", and end "Slope" (as oMty) are shown on the plans. STATE OF CALIFORNIA DEPARTMENT 13F TRANSPORTATION BOX CULVERT WARPED WINGWALLS Thew 'Standard Plans for Construction of Local Streets and Ronda• contain units In two States systems of nrasurenenb Interrwtiona�of Units (SI or 'mrtrie) andordsurements eximdUnited in the trrtercln�nbl' 'FwewarW two systems are not n�sarl ley equal or I le the at the beginning of this plblicatlan N❑ SCALE D86AA REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA QROFESSIONq�AEI-ICASC SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTc COYOTE CANYON COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Q> ARIC M. TORREYSO E N G I r" --JE E IZI Ci DRAWN BY: ST ARD PLAN SCALE: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, C= No. 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY' Alts DATE: � exp, os -3o -os PH. (909) 783-0101 FAX (909) 783-0108 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND A. AUGUST 2005 STANDARDS IN EFFECT. �. CIV1�- O���Q PREPARED BY. ARIC M. TO EYSON R.C.E. NO. 66068 CHECKED BY: APP DRAWING NO.: OF Dpi\F EXP. DTE: 06- 0-06 C.V.A. . Z O 24 DATE: f 0 TY ENGINEER R.C.E. 51152 DATE: 28 Cia) Total 8�29M Ci9) s REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA QROFESSIONq�AEI-ICASC SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTc COYOTE CANYON COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Q> ARIC M. TORREYSO E N G I r" --JE E IZI Ci DRAWN BY: ST ARD PLAN SCALE: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, C= No. 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY' Alts DATE: � exp, os -3o -os PH. (909) 783-0101 FAX (909) 783-0108 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND A. AUGUST 2005 STANDARDS IN EFFECT. �. CIV1�- O���Q PREPARED BY. ARIC M. TO EYSON R.C.E. NO. 66068 CHECKED BY: APP DRAWING NO.: OF Dpi\F EXP. DTE: 06- 0-06 C.V.A. . Z O 24 DATE: f 0 TY ENGINEER R.C.E. 51152 DATE: 28 -7�nwti i