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Home My WebLink About3802-24Option See Note 9 45 DI� 20 mm ( 3/4 •) c' b •C''B' �'b'J bars •b• ba 'C'bars Min fillets 7 'e' bars, See Note 150 rum (6') nl Co t •n'U burs, - - - 'n' bars, See Note 4. �^ e iu See Note • • • o •• • • •jr m " o 150 nm ' a' bars 20 mm < 3/4 ') Ml;f c Spa Ina C6''}I Optional Co Eiu S ncln 13M C #4 1 ( #4) ' d' b 0. 25 S o -+ 0 0. 25 S d' bar or w " r 3M (04) 2 450 mm ( 18') Max 1 �ee Note 7 ROOF SECTI❑N C3 =. for cover over 3.0 m ( 10') #IOM (#4) #13M (#49 #13M C#4), SPANS 3050 mm THRU 4270 mm See Note 7 I Fk RC fl 450 mn C 1 Total 3 N #13M C#4) e C 10 THRU 14 ) o #13M (#,Q ' 1 450 mm ( 18') (Invert similar) NOTES O 450 mm C 1 DeJ l a lap Pars, rt RCB 50 mm (2' 50 RCBIU 50 mm (2') Clr See Note 4. Clr T 1. For boxes with span or height less than any of those shorn Alternative Const Alternntiv In table, use next greater size box concrete dimensions and • reinforcement, Make necessary changes In bar lengths and Const Jt Const J 1560 mm c b bars quantities. yC 'n'c� bars, 2. Quantities are approximate and for design purposes only. :- C6 See Note 4. Const J e ' 'o' bar #13M C# c v� 3. For boxes with span or height or cover greater than those • -� shown In tables, a special design Is required. C #13M (#4?- 013M C#4) CIL a Z 450 mm (1 ) • ' in 'c' bars 4. It Is permissable to eliminate the 180• hooks on every other H Max Typ , B, I �I bar. T 1/2 Son I• 'C' I TI See Note' 5.'e' bars14')are at half spacing, spans 3050 mm - 4270 mm I• 1/2 Span •�•� � TYPICAL SECTION TYPICAL SECTION WALL SECTION 6' (a'10' ba- 14rs °only�f spacing, spans 3050 nn - 4270 nm SPANS 1220 Intl THRU 2440 mm SPANS 3050 mm THRU 4270 mm SPANS 3050 MM THRU 4270 rlrl 7. Provide paving notch when top is exposed and when ty (4' THRU 8') C 10' THRU 14') C 10' THRU 14') pavement Is portland cement concrete, and adjust quantities. -0 8, For design and detaIis not shown, see Standard Plan DB2. F- 9. For exposed -top, provide #13M (#4) 2 450 mn ( 181) each z way, 600 mm (2') lap c' cars of full span and adjust. tZJ 00 Span, S O .I D = Slope 1 i Slope 1 i C 61 (41 Invert t Invert Invert s Invert Ele s a s Elev Ele cu CU RC x / / Slope 1 x CSa 7 T3 STATE OF CALIFORNIA FLAT INVERT V INVERT TRAPEZOIDAL INVERT SLOPED INVERT DEPARTMENT OF TRANSPORTATION ALTERNATIVE INVERTS CAST -IN-PLACE REINF❑RCED CONCRETE SINGLE BOX CULVERT These 'Standard Plans for Construction of Local Streets and Roads' contain units systens of rlensl+'ementa International �ry System Units (SI or ' metr 11') and Un t to Standard Measures shown In the C) The measurements expressed In tl two systems are not necessarily equal or InterdxuVenble. See the "Foreword' at beginning of this publication. NO SCALE D80A SPAN tZJ 00 Grade G'MiiIT.Circte PER METER M I TYPE (CUBIC YARDS possible.. 3050 mm C10'> 3660 mm C12'> 4270 mm (14' ) J I C 0.009 0.004 D 0.086 0.027 HEIGHT 1520 mm <5') 1830 mm C6') 2135 mm C7') 2440 mm CB') 2745 mm C9') 3050 mm C10') Max I Earth Cover 3.O m 6. O m 3.O m 6.O m 3.O m 6.O m 3.O m 6.O m 3.O m 6.O m 3.O m 6.O m mum ( 10') C 20') C 10') < 20') ( 10') C 20') C 10') C 20') C 10') c 20') C 10') < 20' ) C 20') Roof T1 205 mm 270 mm, 205 mm 270 mm� 205 mm 270 mm� 205 mm 270 mm� 205 mm 270 IMI, 215 mm 280 mm 305 mm 215 mm <a) C10 1/2 ) ce) cio i/2 ) ca) cio 1./2 ) Ca > cio v2 ) Ce•) cio 1/2 ) ce 1/2 ) cl 1 ) � c Yells Tp 205 Ivm 205 mm 205 mm 230 mm 205 mm 230 mm 205 mm 255 mm 215 mm 290 mm 240 mm 320 mm � 215 mm 270 mm 215 mm 270 mm 215 mm 290 mm 230 mm C8') C10') (8 1/2 ') CI 1 1/2 ') C9 1/2 ') C12 1/2 ') 240 mm Invert T3 205 mm 280 mm 205 mm 28D mn 205 mm 280 mm 205 mm 2B0 mm 205 mm 280 rim 215 mm 280 mm C9 1/2 ') Invert T3 CB') (1 1') C8') C1 1') CB') C1 1') CB') C1 1') c8•) <1 1') C8 1/2') C1 1') 255 mm Spacing 325 mm 300 mn 300 mm 300 mm 275 mm 275 mm 250 mm 275 mm 275 mm 250 mm 275 mm 250 mm C9 1/2 ') 13') (13') C12'> (12') C12') C1 1') C1 1') C10') C1 1') CS 1') C10') C1 1') C10') 200 mn u'n' Size Bar • 19M (#6) 22M (#7) 19M (•6) 22M C#7) 19M C#6) 22M C#7) 19M C#6) 22M (#7) 19M C•6) 19M C#6) 19M (#6) 19M C•6) C10') CB') Size Bar • 19M C•6) 22M (•7) 19M C•6) 22M C#7) 19M C#6) 22M C#7) 19M C1#6) 22M C#7) 19M C#6) 19M C86) 22M C#7) 22M C•7) w 19M C•6) Dimension 'B 900 mm 9D0 mn 900 mm 925 mm 900 mm 1 150 mm 900 mm 1 150 mm 900 mn 1 150 mn 900 mm 1 150 mm � ,b, # (2'-1 1') C2'-1 1') C2'-1 1') <3'-0') <2'-1 1'> C3'-9'> C2'-1 1') C3'-9') C2'-1 1') C3'-9') C2'-1 1') C3'-9') � 1 150 mm ',� 1475 mm 1525 mm 1475 mm 1525 mm 1475 mm 1525 mn 1475 mn 1525 Am 1475 milt 1525 mill 1400 mm 1400 mm ,b, 22M C#7) Dimension C4'-10') <5'-0') C4'-10•) C5'-0') C4'-10') C5'-0') C4' -1Q') (5'- 0') C4'-10') C5'-0•) C4'-7') C4'-7') C4'-4') � Size Bar • 19 C#b) C#7) 19M C#6) C#7) 19M C#6) C#7) 19 C#6) C#7) 22M C#7) 22M C#7) C#7) C#7) 1325 mn 'c' Dimension C 1025 mm 1025 nm 2250 mn 1425 mm 2325 mn 1425 mm 2500 mm 1425 mm 2325 mm 1425 nn 2325 nn 1425 mn C4'-1 1') C '-1 1') < '-4') C3'-4') C3'-4') C7'-4') <4'-8') <7'-7'> C '-B') CB' -2'> C4' -e'> C7'-7') <4'-B') C7'-7') <4'-B') 19M C#6) x'e' Size Bar • 13M C#4) O O 13M C•4) 13M C•4) 13M C#4) 13M C•4) 13M C#4) 13M C#4) 13M C#4) 13M C#4) 16M C#S7 16M (145) I � Concrete 2. Ol /m 111 2. 50 n /m rO 2. 14 /n N 2. 26 m /m 8 88 m /m 2. 38 m /m 3. 17 /m 2. 58 n /n 3. 50 m /m 2. 98 m m 3. 93 /m a CB' -1') 21.6 CF 26.8 CF 23.0 CF/L 29.5 CF/ 24.3 CF 31.0 CF 25.6 CF 34.1 CF 27.8 CF 37.7 CF 32.1 CF 42 3 CF C3 •t+ Re I n forcement 9 m Kg/m 347 9 n Kg/m 9 m 8 n m !� g m 9 n Wb 9 n g n m Concrete 191 LB (267 LB/Lfl (233 LB/LF) (285 l9/LF) (260 LB/LF) (325 LB/LF) (300 LB/LF) (339 LB/LF) (314 LB/LF) (327 LB/LF) (360 LB/LF) (373 LB/LF) 2. 72 /m _3_77_3-m2/ m_ 2. 81 /m 3. 89 /n 3. 00 n n 4. 22 m /n 3. 21 /m C 3. 78 m m 5. 04 m /m 4. 22 m m 5. 56 /m o' +� D 8 kg/n 3 kg/m 29, 3 CF g n 40.1 CF g m 30, 3 CF g m 41.9 CF m 32.2 CF g m 45, 4 CF/L g n 34.5 CF/ n 49.8 CF n 40. 7 C n 54.2 CF g n 5. 4 CF g m 59.9 CF g m 13 C > 13M C#4) S B 3 B (353 LB/LF) (409 LB/LF) (365 LB/LF) (420 LB/LF) (402 LB/LF) (413 LB/LF) (415 LB/LF7 (424 LB/LF') C44D LB/LF) 471 LB C l�/LF) (534 LB/LF) 13M C#4) 13M C•4) 16M (115) 19M C•6) 19M C#6) 19M (#6) 19M C#6) 3. 36 m n 4. 73 /n 757-5 1 /m 4. 93 m m 3. 67 m 5. 10 /m 3. 89 /m 5. 45 M m 26 n 95 m /m 4. m /m 64 6. 46 m /m 5. 1 m 7. 04 /n S. 72 m e Concrete C 36.2 CF 51.0 CF 37.8 CF C 53. 1 CF (39.5 (� 54.9 [3- 41.9 CF 58.7 CF/L 45.9 CF/ C 49.9 CF 69.5 CF/LF)-(55. 6 CF 75.8 CF 61.6 CF/ d ,Y m KgIM m m n m bbU Kg/M n 1 13-2 m m kg/m Kg/m g m g m 13-19 m g m o'+� Reinforcement (374 LB/LF) 471 LB (449 LB/L17 (522 LB/LF) (446 LB/Lf� (587 LB/LF)1(449 LB/LF) (580 LB/LF)1(492 LB/LF) (596 LB/LF) (537 LB/LF) (605 LB/LF) (564 LE/LF) (634 lJ3/1.F7 (604 LB/LF) (759 LB/LF) H Z l� r See Note 5, on Standard Plan D80A. d >a See Note 6, on Standard Plan D80A. � r O Z d STATE OF CALIFORNIA DEPARTMENT IF TRANSPORTATION CAST -IN-PLACE REINF❑RCED CONCRETE O SINGLE BOX CULVERT n ■ See Note 5, on Standard Plan D80A. These 'Standard Pions for Construction of Local Streets and Rands' contain units In Kx See Note 6, an Standard Plan D80A. systems of neasur•emerrb Inter•rwt I one lP��of Units CSI or ' matt• I �') and United Slates Standard Measures shorn In the () The measurements expressed In the STATE OF CALIFORNIA two systems are trot necessnr'Ily equal or Intercfxingeable. See the 'Foreword' athe t DEPARTMENT OF TRANSPORTATION beglming CAST -IN-PLACE publicatio REINF❑RCED CONCRETE SINGLE BOX CULVERT These 'Standard Plans for Construction of Local Streets and Roads' contain units In two systems of measurements International System of Units (SI or 'netrlc') and United States Standard Measures shown In the parentheses () The measurements expressed In the two systems are not necessorIly equal or Interchangeable, See the 'Foreword' at the beginning of this publication NO SCALE D S 0 C SPAN tZJ 00 Grade G'MiiIT.Circte PER METER M I TYPE (CUBIC YARDS possible.. 3050 mm C10'> 3660 mm C12'> 4270 mm (14' ) J I C 0.009 0.004 D 0.086 0.027 HEIGHT 1520 mm <5') 1830 mm C6') 2135 mm C7') 2440 mm CB') 2745 mm C9') 3050 mm C10') Max I Earth Cover 3.O m 6. O m 3.O m 6.O m 3.O m 6.O m 3.O m 6.O m 3.O m 6.O m 3.O m 6.O m mum ( 10') C 20') C 10') < 20') ( 10') C 20') C 10') C 20') C 10') c 20') C 10') < 20' ) C 20') Roof T1 205 mm 270 mm, 205 mm 270 mm� 205 mm 270 mm� 205 mm 270 mm� 205 mm 270 IMI, 215 mm 280 mm 305 mm 215 mm <a) C10 1/2 ) ce) cio i/2 ) ca) cio 1./2 ) Ca > cio v2 ) Ce•) cio 1/2 ) ce 1/2 ) cl 1 ) � c Yells Tp 205 Ivm 205 mm 205 mm 230 mm 205 mm 230 mm 205 mm 255 mm 215 mm 290 mm 240 mm 320 mm � 215 mm 270 mm 215 mm 270 mm 215 mm 290 mm 230 mm C8') C10') (8 1/2 ') CI 1 1/2 ') C9 1/2 ') C12 1/2 ') 240 mm Invert T3 205 mm 280 mm 205 mm 28D mn 205 mm 280 mm 205 mm 2B0 mm 205 mm 280 rim 215 mm 280 mm C9 1/2 ') Invert T3 CB') (1 1') C8') C1 1') CB') C1 1') CB') C1 1') c8•) <1 1') C8 1/2') C1 1') 255 mm Spacing 325 mm 300 mn 300 mm 300 mm 275 mm 275 mm 250 mm 275 mm 275 mm 250 mm 275 mm 250 mm C9 1/2 ') 13') (13') C12'> (12') C12') C1 1') C1 1') C10') C1 1') CS 1') C10') C1 1') C10') 200 mn u'n' Size Bar • 19M (#6) 22M (#7) 19M (•6) 22M C#7) 19M C#6) 22M C#7) 19M C#6) 22M (#7) 19M C•6) 19M C#6) 19M (#6) 19M C•6) C10') CB') Size Bar • 19M C•6) 22M (•7) 19M C•6) 22M C#7) 19M C#6) 22M C#7) 19M C1#6) 22M C#7) 19M C#6) 19M C86) 22M C#7) 22M C•7) w 19M C•6) Dimension 'B 900 mm 9D0 mn 900 mm 925 mm 900 mm 1 150 mm 900 mm 1 150 mm 900 mn 1 150 mn 900 mm 1 150 mm � ,b, # (2'-1 1') C2'-1 1') C2'-1 1') <3'-0') <2'-1 1'> C3'-9'> C2'-1 1') C3'-9') C2'-1 1') C3'-9') C2'-1 1') C3'-9') � 1 150 mm ',� 1475 mm 1525 mm 1475 mm 1525 mm 1475 mm 1525 mn 1475 mn 1525 Am 1475 milt 1525 mill 1400 mm 1400 mm ,b, 22M C#7) Dimension C4'-10') <5'-0') C4'-10•) C5'-0') C4'-10') C5'-0') C4' -1Q') (5'- 0') C4'-10') C5'-0•) C4'-7') C4'-7') C4'-4') � Size Bar • 19 C#b) C#7) 19M C#6) C#7) 19M C#6) C#7) 19 C#6) C#7) 22M C#7) 22M C#7) C#7) C#7) 1325 mn 'c' Dimension C 1025 mm 1025 nm 2250 mn 1425 mm 2325 mn 1425 mm 2500 mm 1425 mm 2325 mm 1425 nn 2325 nn 1425 mn C4'-1 1') C '-1 1') < '-4') C3'-4') C3'-4') C7'-4') <4'-8') <7'-7'> C '-B') CB' -2'> C4' -e'> C7'-7') <4'-B') C7'-7') <4'-B') 19M C#6) x'e' Size Bar • 13M C#4) 13M C•4> 13M C•4) 13M C•4) 13M C#4) 13M C•4) 13M C#4) 13M C#4) 13M C#4) 13M C#4) 16M C#S7 16M (145) I � Concrete 2. Ol /m 111 2. 50 n /m rO 2. 14 /n 2. 74 m /m 2. 26 m /m 8 88 m /m 2. 38 m /m 3. 17 /m 2. 58 n /n 3. 50 m /m 2. 98 m m 3. 93 /m a CB' -1') 21.6 CF 26.8 CF 23.0 CF/L 29.5 CF/ 24.3 CF 31.0 CF 25.6 CF 34.1 CF 27.8 CF 37.7 CF 32.1 CF 42 3 CF C3 •t+ Re I n forcement 9 m Kg/m 347 9 n Kg/m 9 m 8 n m 9 m g m 9 n Wb 9 n g n m Concrete 191 LB (267 LB/Lfl (233 LB/LF) (285 l9/LF) (260 LB/LF) (325 LB/LF) (300 LB/LF) (339 LB/LF) (314 LB/LF) (327 LB/LF) (360 LB/LF) (373 LB/LF) SPAN OWNER/DEVELOPER SOIL ENGINEER CEIJTEX HOMES ALBUS-KEEFE AND ASSOC., INC. 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET CORONA, CA 92879 ANAHEIM, CA 92806 PHS (951) 279-3000 PHS (114) 630-1626 FAX (951) 279-2100 FAX= (714) 630-1916 9FECOX D 02A Grade G'MiiIT.Circte PER METER M I TYPE (CUBIC YARDS possible.. W Z 3660 mm C12'> 4270 mm (14' ) J I C 0.009 0.004 D 0.086 0.027 r - to F 0.018 (6.557) Fv HEIGHT 1830 nm C6') 2135 mm C7') 2440 mm C8') 2745 mm C9') 3050 mm C10') 3350 mm C1 1') 3660 mm C12') Max I Earth Cover 3.0 m 6.0 m 3.0 m 6.0 M 3.0 m 6.0 n 3.0 m 6.0 m 3.0 m 6.0 m 3.0 m 6.0 m 3.0 m 6.0 n mum 3.0 m •� E o ( 10') < 20') C 10') (20') C 10') C 20') C 10') C 20') < 10') C 20') C 10') < 20' ) ON RIVAL TRACT MAP NO. 13750, FILED IN BOOK 250, Roof T1 215 mm 305 mm 215 mm 305 mm 215 mm 305 mm 215 mm 305 mm 215 mm 305 mm 240 nm 305 mm 240 mm 305 mm 355 mm 255 mm ' BENCH MARK• C8 1/2 ') C12 ') C8 1/2 ') C12') C8 1/2 ') (12') C8 1/2 ') <12') C9 1/2 ') C12') C9 1/2 ') C12') C14') Valls T2 205 mm 255 mm 215 mm 270 mm 215 mm 270 mm 215 mm 290 mm 230 mm 320 mm 270 mm 345 mm 290 mm 380 mm 290 mm 240 mm • 255 mm (8 1/2 ') C10 1/2 ') (8 1/2 ') C10 1/2 ') C8 1/2 ') C1 1 1/2 ') C9') C12 1/2 ') C10 1/2 ') C13 1/2 ') C1 1 1/2 ') C15') C9 1/2 ') Invert T3 215 mm 320 mm 230 mm 320 mm 230 mm 320 mm 230 nm 320 nm 230 mm 320 mn 240 rim 330 mm 255 mm 330 mm Invert T3 ' 37D mm C9') C12 1/2 ') C9') C12 1/2 ') C9') C12 1/2 ') C9') C12 1/2 ') C9 1/2 ') 13') C10') C13') 290 mm Spacing 225 mm 25D mm 225 mm 250 mm 225 nn 250 nn 200 nn 250 mm 200 mn 250 mm 250 mm 225 mm 225 nm 200 nn C1 1') C15') C1 1 1/2 '> C15•) (9') c10') (9') C10') CB') C10') CB') 10') C10') <9') (9') CB') 200 mm raI'n' Size Bar • 250 mn 250 mm 19M C#6) 22M C#7) 19M <#6> 22M <#7) 19M C•6) 22M C#7) 19M C•6) 22M C#7) 19M C#b> 19M C•6) 19M <#6) 19M C•6) C8') C8') Size Bar • C10') C10') 19M C#6) C#7) 19 C#6) # 19 (•6) 22 C# 19 C#6) C#7) 22M # C#7) 19 C#6) C#7) 22M C97) 22M C#7) Dimension 'B' 95D mn 975 mm 1 150 mm 1 150 mm 1 150 mm 1 150 nn 1 100 nm 1 150 mm 1 100 mm 1325 mm 1 100 mm 1325 mm 1325 mm 1325 mm � ,b, 22M C#7) (31-11) (31-21) (3'-9') <3'-9') C3'-9') C3'-9'> C3'-7') C3'-9') C3'-7') ('-4') (3'-7') (4'-4') C4'-4') C4'-4') � Q25 mm '� 1850 mm 1800 mm 1900 nm 2D25 mm 1900 mm 2025 mm 1500 mm 1500 mm 1500 nm 1500 mn 1500 M 1500 mn 1325 mn 1325 mm (2'-9') C4'-2') Dimension ' '- <6'-2') C6'-7') C6'-2') 6'-'> C4'-1 1') C '-1 1') C4'-1 1') ('-1 1') C4'-1 1') C '-1 1') < '-4') C4'-4') Size Bar • 2150 mm 2150 mm 19M C#6) 22M (#7) 19M (#6) 22M (#7) 19M Ci16) 22M C#7) 19M C#6) 22M C#7) 22M C•7) 22M (#7) 22M C#7) 22M C#7) 1850 mm 'c' Dimension 1325 mm 1 100 mm 2475 mn 1700 mm 2475 mm 1700 mm 2475 Mm 1700 mm 2475 mm 1700 mm 2475 mn 1700 mm 2475 mm 1700 nm C6'-0•) 22 (61 -01) - (4'-4') (7-7) C8'-1') C5'-7') CB' -1') C5'-7') CB' -1') CS' -7') C8'-1') C5'-7') (8'-1') C5'-7'> CB' -1') <5'-7') 25M C#8> ■'e' Slze Bar • 3 C#8) 13M C#4) 13M C#4) 13M C#4) 13 C ) 13 ( ) 13M C#4) 1 C ) 13 C#) 16 C 16 C 6 (1157 16 C#b7 m Concrete 2. 49 m3/m 3. 50 n /m 2. 72 /m _3_77_3-m2/ m_ 2. 81 /m 3. 89 /n 3. 00 n n 4. 22 m /n 3. 21 /m 4. 63 m m 3. 78 m m 5. 04 m /m 4. 22 m m 5. 56 /m o' +� Re I nforcement 8 kg/n 3 kg/m 29, 3 CF g n 40.1 CF g m 30, 3 CF g m 41.9 CF m 32.2 CF g m 45, 4 CF/L g n 34.5 CF/ n 49.8 CF n 40. 7 C n 54.2 CF g n 5. 4 CF g m 59.9 CF g m 13 C > 13M C#4) S B 3 B (353 LB/LF) (409 LB/LF) (365 LB/LF) (420 LB/LF) (402 LB/LF) (413 LB/LF) (415 LB/LF7 (424 LB/LF') C44D LB/LF) 471 LB C l�/LF) (534 LB/LF) Cn I Grade G'MiiIT.Circte PER METER M I TYPE (CUBIC YARDS possible.. W Z � O O 4270 mm (14' ) J I C 0.009 0.004 D 0.086 0.027 r - to F 0.018 (6.557) Fv AC qquuantities based (D N HEIGHT 2135 mm C 7') In 2745 mm C 9') 3050 mm CIO') M 3660 mm C 12') 3960 mm C 13' > C Maximum Earth Cover 3,0 m ° 3.0 n 6.0 m Q 6.0 m 3.0 n O) C 3.0 m 6.0 m _J 6.0 m 3.0 m •� E o BASIS OF BEARINGS LEGAL DESCRIPTION: '3 THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDIVISION OF A E ° T LINE OF THE NORTHEAST QUARTER OF SECTION 23, PORTION OF THE SOUTHEAST 1/4 (n TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN C20') C 30') ON RIVAL TRACT MAP NO. 13750, FILED IN BOOK 250, OF SECTION 14, TOWNSHIP 1 NORTH, CD ° O RANGE 6 WEST, SAN BERNARDINO o AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE ORRCE MERIDIAN, COUNTY OF SAN 15 .6. 7@ 6 OF THE COUNTY RECORDER OF SAN BERNARDINO BERNARDINO. U) F COUNTY, BEING NORTH 00-30'24' WEST. 240 mm 355 rim 240 mn 355 mm 255 mm `o BENCH MARK• 355 mm 270 mm N Q O REV. I REVISION DESCRIP110N DESCRIBED BY METROPOLITAN WATER DISTRICT SO. C o CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE u INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 45 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL ` Z a) FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFORE rn) ON THE NORTHWEST CORNER OF A 10 FOOT WIDE Y ❑ U D I G CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD 0 o MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". c' NAVD 88 - 1508.56 (FEET) TOLL FREE 'NENN" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N0 600 mm 600 mm (241) Cit- mr 012n f . . NO SCALE D80D LJLJ SPAN Grade G'MiiIT.Circte PER METER around inlet where TYPE (CUBIC YARDS possible.. PER FIIDT) � O O 4270 mm (14' ) B 0.028 0.010 C 0.009 0.004 D 0.086 0.027 E 0.027 0.011 F 0.018 (6.557) Fv AC qquuantities based on 5Y. cross slope !rJ HEIGHT 2135 mm C 7') 2440 mm C 8' > 2745 mm C 9') 3050 mm CIO') 3350 Am C 1 1') 3660 mm C 12') 3960 mm C 13' > 4270 mm (14') Maximum Earth Cover 3,0 m 6.0 m 3.0 n 6.0 m 3.0 m 6.0 m 3.0 n 6,0 m 3.0 m 6.0 m 3.0 m 6.0 m 3.0 m 6,0 m 3,0 n 6.0 m 5 ( 10') C20') C 30') C20') ( SO') C20') C 10') C20') C 30') C20') C 30') C20') O <20') C 10') C20'> a.c.E.e+o.3213a STANDARD DRAWING NUMBER ! 15 .6. 7@ 6 240 mm 355 milt 2 0 mm 355 mm 240 mm 355 rim 240 mn 355 mm 255 mm 35 -mm mm 355 mm 270 mm rlrl O mm Roof T1 C9 1/2 ') C14') c9 1/2 ') C14') C9 1/2 ') C14') C9 1/2 ') C14') C10') fU C10') (14') C10 1/2 ') C14•> <1 1') C14') 240 mm 280 mm 240 nm 290 mm 240 mm 290 mm 255 mm 320 mm 270 mm 355 mm 290 mm 360 mm 320 mm 420 mm 345 mm 5 mm Valls T2 C9 1/2 ') C1 1') (9 1/2 ') C1 1 1/2 ') C9 1/2 ') C1 1 1/2 ') (10') (12 1/2 ') C10 1/2 ') C14') <1 1 1/2 ') (15') C12 1/2 ') C16 1/2 ') (13 1/2 ') t� Invert T3 255 mm 37D mm 255 mm 370 mm 255 mm 370 mm 255 mm 370 nm 270 nn 370 mm 270 mm 380 mm 2B0 nm 380 mm 290 mm 380 mm (10') C14 1/2 ') C10') C14 1/2 ') C10') C14 1/2 ') <10') C14 1/2 ') C10 1/2 ') C14 1/2 ') C10 1/2 ') C15') C1 1') C15') C1 1 1/2 '> C15•) 250 nn 255 nn 250 rum 225 mm 250 mm D 250 mn 200 mm 250 mm 200 mm 200 mm 250 mm 250 mm 250 mn 250 mm 225 mm Spacing (10') C9') C10') C9') Clo') C8') UO') CB') (10') C8') C8') C10'> C10') C10') (lo•) C9') ww'n' Size Har i 22M C#7) 22M C#7) 22M C#7) C#7) 22M C#7) 22M C#7) 22M C•7) 22M C97) 22M C#7) 22M C#7) 19M C•6) 22M C•7) 19M C•b) 22M C#7) 19M C#6) 22M C#7> Size Bar • 19M C#b) 22M C#7) 22M C 7) C#7) 22M C#7) 22M CA7) 22M C•7) 22M C#7) 22M C#7) 22M (#7) 19M C•6) 25M C•8) 22M <#7) 25M C#8) 22M C#7) 25M C•8) 850 mm 1275 nm 1025 mm 1325 mm Q25 mm 1375 mm 1Q25 mm 1375 mm 1075 mm 1375 mm 1075 mm 1375 mm 075 nn 375 mm 1450 mm 1850 mm µ � ,b, Z (2'-9') C4'-2') C3'-4') C4'-4') C3'-4') C4'-6') <3'-4'> C4'-6') C3'-6') C4'-6') c3'-6') <4'-6') C4'-6') (4'-9') C6'-0') 1975 mm 2150 mm 2150 mm 2550 nm 2150 mm 2550 mm 1850 mm 1850 mm 1850 mm 1850 mm 1850 nm 1850 nm 1525 mm 1850 mm 1375 mm 1850 mm � Dimension '� C6'-5') <7'-0') C7'-0') CB' --4') (7'-0') H C6'-0') C6'-0') C6'-0') <6'-0') (6' - 0') C6'-0') c5'-0') C6'-0•) 22 (61 -01) - Size Bar • 22M C 7) 22M C 7) 22M C#7) EW C•7) 22M C 7) 22M C#7) 22M C#7) 22M (#) 22M 7) 22M C#7) 22M C#7) 25M C#8> 25M C ) C#8) 25M (#&) C#8) �� Dimension 'C 1225 nm 1275 nn 2075 rin 2075 nn 1800 nn 1800 nn 1850 nm 1950 mm 2725 rum 1950 mm 2725 nm 1950 mm 2725 mm 1950 nm 2725 M 1950 mm c4 - 0) C4 2') C6 9) C6 9') C5 10) C5 10) C6 -0) C6 4) C8 1 1) C6 4) C8 1 1) C6 4) CB 1 1) C6 4) C8 1 1) (61-41) ■'e' Size Bar • 13M C•4) 13 I!4) 13 C ) 13 C > 13M C#4) 13M C#4) 13M (414) 13M CI'14> 13M C#4) 13M C#4) 13M C•4) 16M (115) 19M C•6) 19M C#6) 19M (#6) 19M C#6) 3. 36 m n 4. 73 /n 757-5 1 /m 4. 93 m m 3. 67 m 5. 10 /m 3. 89 /m 5. 45 M m 26 n 95 m /m 4. m /m 64 6. 46 m /m 5. 1 m 7. 04 /n S. 72 m e Concrete C 36.2 CF 51.0 CF 37.8 CF C 53. 1 CF (39.5 (� 54.9 [3- 41.9 CF 58.7 CF/L 45.9 CF/ 64.1 CF 49.9 CF 69.5 CF/LF)-(55. 6 CF 75.8 CF 61.6 CF/ d ,Y m KgIM m m n m bbU Kg/M n 1 13-2 m m kg/m Kg/m g m g m 13-19 m g m o'+� Reinforcement (374 LB/LF) 471 LB (449 LB/L17 (522 LB/LF) (446 LB/Lf� (587 LB/LF)1(449 LB/LF) (580 LB/LF)1(492 LB/LF) (596 LB/LF) (537 LB/LF) (605 LB/LF) (564 LE/LF) (634 lJ3/1.F7 (604 LB/LF) (759 LB/LF) Z r See Note 5, on Standard Plan D80A. d >a See Note 6, on Standard Plan D80A. � O d STATE OF CALIFORNIA DEPARTMENT IF TRANSPORTATION CAST -IN-PLACE REINF❑RCED CONCRETE SINGLE BOX CULVERT These 'Standard Pions for Construction of Local Streets and Rands' contain units In systems of neasur•emerrb Inter•rwt I one lP��of Units CSI or ' matt• I �') and United Slates Standard Measures shorn In the () The measurements expressed In the two systems are trot necessnr'Ily equal or Intercfxingeable. See the 'Foreword' athe t beglming of this publicatio SPAN Grade G'MiiIT.Circte PER METER around inlet where TYPE (CUBIC YARDS possible.. PER FIIDT) � O O 4270 mm (14' ) B 0.028 0.010 C 0.009 0.004 D 0.086 0.027 E 0.027 0.011 F 0.018 (6.557) Fv AC qquuantities based on 5Y. cross slope !rJ HEIGHT 2135 mm C 7') 2440 mm C 8' > 2745 mm C 9') 3050 mm CIO') 3350 Am C 1 1') 3660 mm C 12') 3960 mm C 13' > 4270 mm (14') Maximum Earth Cover 3,0 m 6.0 m 3.0 n 6.0 m 3.0 m 6.0 m 3.0 n 6,0 m 3.0 m 6.0 m 3.0 m 6.0 m 3.0 m 6,0 m 3,0 n 6.0 m 5 ( 10') C20') C 30') C20') ( SO') C20') C 10') C20') C 30') C20') C 30') C20') C 30') <20') C 10') C20'> a.c.E.e+o.3213a STANDARD DRAWING NUMBER ! 15 .6. 7@ 6 240 mm 355 milt 2 0 mm 355 mm 240 mm 355 rim 240 mn 355 mm 255 mm 35 -mm mm 355 mm 270 mm rlrl 280 mm mm Roof T1 C9 1/2 ') C14') c9 1/2 ') C14') C9 1/2 ') C14') C9 1/2 ') C14') C10') C14'> C10') (14') C10 1/2 ') C14•> <1 1') C14') 240 mm 280 mm 240 nm 290 mm 240 mm 290 mm 255 mm 320 mm 270 mm 355 mm 290 mm 360 mm 320 mm 420 mm 345 mm 5 mm Valls T2 C9 1/2 ') C1 1') (9 1/2 ') C1 1 1/2 ') C9 1/2 ') C1 1 1/2 ') (10') (12 1/2 ') C10 1/2 ') C14') <1 1 1/2 ') (15') C12 1/2 ') C16 1/2 ') (13 1/2 ') C17 1/2 ') Invert T3 255 mm 37D mm 255 mm 370 mm 255 mm 370 mm 255 mm 370 nm 270 nn 370 mm 270 mm 380 mm 2B0 nm 380 mm 290 mm 380 mm (10') C14 1/2 ') C10') C14 1/2 ') C10') C14 1/2 ') <10') C14 1/2 ') C10 1/2 ') C14 1/2 ') C10 1/2 ') C15') C1 1') C15') C1 1 1/2 '> C15•) 250 nn 255 nn 250 rum 225 mm 250 mm 200 mn 250 mn 200 mm 250 mm 200 mm 200 mm 250 mm 250 mm 250 mn 250 mm 225 mm Spacing (10') C9') C10') C9') Clo') C8') UO') CB') (10') C8') C8') C10'> C10') C10') (lo•) C9') ww'n' Size Har i 22M C#7) 22M C#7) 22M C#7) C#7) 22M C#7) 22M C#7) 22M C•7) 22M C97) 22M C#7) 22M C#7) 19M C•6) 22M C•7) 19M C•b) 22M C#7) 19M C#6) 22M C#7> Size Bar • 19M C#b) 22M C#7) 22M C 7) C#7) 22M C#7) 22M CA7) 22M C•7) 22M C#7) 22M C#7) 22M (#7) 19M C•6) 25M C•8) 22M <#7) 25M C#8) 22M C#7) 25M C•8) 850 mm 1275 nm 1025 mm 1325 mm Q25 mm 1375 mm 1Q25 mm 1375 mm 1075 mm 1375 mm 1075 mm 1375 mm 075 nn 375 mm 1450 mm 1850 mm µ � ,b, Dimension 'B (2'-9') C4'-2') C3'-4') C4'-4') C3'-4') C4'-6') <3'-4'> C4'-6') C3'-6') C4'-6') c3'-6') <4'-6') C4'-6') (4'-9') C6'-0') 1975 mm 2150 mm 2150 mm 2550 nm 2150 mm 2550 mm 1850 mm 1850 mm 1850 mm 1850 mm 1850 nm 1850 nm 1525 mm 1850 mm 1375 mm 1850 mm � Dimension '� C6'-5') <7'-0') C7'-0') CB' --4') (7'-0') C8'-4') C6'-0') C6'-0') C6'-0') <6'-0') (6' - 0') C6'-0') c5'-0') C6'-0•) <4'-6') (61 -01) - Size Bar • 22M C 7) 22M C 7) 22M C#7) EW C•7) 22M C 7) 22M C#7) 22M C#7) 22M (#) 22M 7) 22M C#7) 22M C#7) 25M C#8> 25M C ) C#8) 25M (#&) C#8) �� Dimension 'C 1225 nm 1275 nn 2075 rin 2075 nn 1800 nn 1800 nn 1850 nm 1950 mm 2725 rum 1950 mm 2725 nm 1950 mm 2725 mm 1950 nm 2725 M 1950 mm c4 - 0) C4 2') C6 9) C6 9') C5 10) C5 10) C6 -0) C6 4) C8 1 1) C6 4) C8 1 1) C6 4) CB 1 1) C6 4) C8 1 1) (61-41) ■'e' Size Bar • 13M C•4) 13 I!4) 13 C ) 13 C > 13M C#4) 13M C#4) 13M (414) 13M CI'14> 13M C#4) 13M C#4) 13M C•4) 16M (115) 19M C•6) 19M C#6) 19M (#6) 19M C#6) 3. 36 m n 4. 73 /n 757-5 1 /m 4. 93 m m 3. 67 m 5. 10 /m 3. 89 /m 5. 45 M m 26 n 95 m /m 4. m /m 64 6. 46 m /m 5. 1 m 7. 04 /n S. 72 m e Concrete C 36.2 CF 51.0 CF 37.8 CF C 53. 1 CF (39.5 (� 54.9 [3- 41.9 CF 58.7 CF/L 45.9 CF/ 64.1 CF 49.9 CF 69.5 CF/LF)-(55. 6 CF 75.8 CF 61.6 CF/ 81.3 CF ,Y m KgIM m m n m bbU Kg/M n 1 13-2 m m kg/m Kg/m g m g m 13-19 m g m o'+� Reinforcement (374 LB/LF) 471 LB (449 LB/L17 (522 LB/LF) (446 LB/Lf� (587 LB/LF)1(449 LB/LF) (580 LB/LF)1(492 LB/LF) (596 LB/LF) (537 LB/LF) (605 LB/LF) (564 LE/LF) (634 lJ3/1.F7 (604 LB/LF) (759 LB/LF) 50 mm '� 0 mm cl 1/2 ' 40 mm C1 1/2 ') R=I � C2,) �, Vim, � mm. C2') 600 mm (24') R=15 m R=15 C 1 ( 1 2 50 mn C2'>• C 1/2 � •• ♦, R-15 ' . R=15ptmm C3'M mm C1 ') .300 R=15 mm •°. .. ar nr • ►.' � �° .• :►s CU I or Va E� (6'� rC4�)� C 1/2 '> c . ♦ v i• ♦ C 1/ 8=300 C 1 • . ' �•i°• � '.�' 4'••�s °•�'••�'• � •i'•••v�i.�•i.°'•1 1••i.••'1�♦ a i.��w/:' •�••,1 6,�•i _61-1S0 R--25 cl•> Al -200 R=25 (I•) 230 A2-150 A2-200 TYPE E R=15 (91) 100 mm 100 mm �� C 1 0 (4') ( ) 830 mm C33') 52'� R=15 mm < 1/2 ') CURB AC DIKE C5') R=15 8 1/2 =15 Bridge sidewalk QUANTITIES QUANTITIES ( 1 600 mm (24') 90 mm C 1/2 ) 50 mm (2') R=15 mm R=15 (y C3 1/2 '>R=15 lJ0 600 mm (24') Sl a 2):-► Face of curb „ � • a. � v � � c 1/2 50 mm <2'> or V A. .' ♦• . /' ••!' finished E E ♦ c /• °'w ,• It7 I. °• ♦, • .. . �.. . • • ♦. • . • . • . • rILI TYPE Ila oadway i• /• surface m N ° i. ° o i. ° ♦. ° ♦ #13 m C#4) Dowel tiS ►. ' y ' r ; ` . i • ' / ► , i. .• #13 n C#4> Longltu nn spaced L 2 m (4 > R--25 (k7)_ bar Win length 200 mm C8') R-25 M (1') B3 B4 DND Fs TYPE B Superimposed on existing pavement 130 nn Vnr Retaining Esn► curbs, V� 75 mn ES C 0 mm CURBS ( Ln O 2 j-- (o. 25') Vnrp when Ynrp when d I I I Vnr cut slope needed needed R/y CTyp) d FIS Ind compact withexcavated CUBIC METERS TYPE PER METER (CUBIC YARDS PER FOOT) Al -150 0.064 C0. 026) A2-150 0.144 (0.059) Al -200 0.075 (0. 031) A2-200 0.155 c a o64) Bl 0.073 (0, 029) B2 0.152 Co,062) H3 0.027 (0.011) 84 0.142 CO. o5 E 10.161 (0.06771) CUBIC METERS Grade G'MiiIT.Circte PER METER around inlet where TYPE (CUBIC YARDS possible.. PER FIIDT) � O O A 0.099 0.019 B 0.028 0.010 C 0.009 0.004 D 0.086 0.027 E 0.027 0.011 F 0.018 (6.557) Fv AC qquuantities based on 5Y. cross slope !rJ C D openings are omitted. z VARIABLE �- V DEPTH CUBIC METERS Grade G'MiiIT.Circte PER METER around inlet where TYPE (CUBIC YARDS possible.. PER FIIDT) � O O A 0.099 0.019 B 0.028 0.010 C 0.009 0.004 D 0.086 0.027 E 0.027 0.011 F 0.018 (6.557) Fv AC qquuantities based on 5Y. cross slope !rJ C D See note 9 � � a mn r n o opo e Jo I B. 33Y. Max g, 33X Max E � See Note 8 � R�5 mm (0.081) I- T o �� Raunde 2X Mauc � Level l t See Nate A ��rµ t. 150 rr+ C Frof ont 1 data l See note 8 ,, r • • J- X -1 b ' • R-25 nm 10.0 ' eve l t e 0. � Z 10Y. Max � TYPE A Vnr I --I Straight HIID•I�D1M 650 See Note A � � 45•� lgrnde Gutter grndCASE A � m^ ES CQ 4`�) n Vnr cut slope V� ,� • Normal sidewalk � �� 2 FILL and compact ■ I th excavated MOUNTABLE DII� -�-I IR CS material to top of dike PLAN Vnr �� Compact AC against excavated face d �a � ..a See Note 8 Vnr ES r Var E� Level l � See Note A ��) R--25 mm CO. OS' ) See e a Depresse sidewalk ynr � 100 mm ]> 4onnd Sidewalk v-) am' Rounded (' �) 1 or steeper �-der M mm CO. 08'0 ` --fl--CO. 33') j Z s . .. • . .• •�• TYPE B LT HIGH DIKE Le . 40� See Note A 10'/. Mm*---, Level Vn,. D 100 mm (0. 33') (1. 331) � Gutter grad Bottom of curb utter grade u Level line ES 100 mm � Va„ 50 mm (0.17') TYPE E ELEVATION Curb face Depress entire Bsidewalk % �� DIS 50 mm CO. 17"rO � 0 mm CO. 17') 100 mm SECTIONS � Surfnctnp •�� 1.0 n TYPE See Note A C0. 33' ) DRIVEWAYS � C See Note A NOTES, LOW DIKE Level l e Vnr 1. Case A normally applies. ASPHALT CONCRETE DIKES TYPE F 2. Use Case B when ramp slopes could exceed lOX In Case A. 7. Difference In slope of the driveway ramp and the slope USE �� 3. Use Case B when sidewalk cross slope would exceed 2Y. In of n line between the gutter and o point an the roadway NOTE A -Extend top layer of AC placed on the Case A. 1.5 m (5') from gutter line shall not exceed 15Y Reduce shoulder under dike with no joint at the ES driveway ramp slope, not gutter slope, there requeired 4. x=900 mm (3'-0') except for curb heights over 250 mm (101)8, Minimum width of clear ossa a shall be 1.22 n (48'). Where STATE OF CALIFORNIA There 1t4 (411) slopes shall be used on curb slope. right of way restrlctlonspassage natural barriers or other existing DEPARTMENT13F TRANSPORTATION 5. X Is variable when sidewalk Is located there wheelchairs conditions create an unrtro easonable hardship, the clear width CURBS, DIKES AND DRIVEWAYS may traverse the surface. Slopes shall be 8.33X maximum. may be reduced to 915 mm (36'). These •Standard plans for Construction of Loral Streets and Roads' contain units In 6. sldernik and ramp thickness "T" at driveway shall be 9. Retaining curbs and acquisition of construction easement systems of measurement Internntlonnl System Units CSI or 'metric') and United States 100 mm (4') for residential and 150 mm C6'> for commercial, may be necessary for narrow sidewalks or curb heights In Standard Measures shorn In the parentheses C > The measurthe ements expressed In the excess fo 150 nn <6'>, two systems are not necessarily equal or Interchangeable. See the "Foreword' at begiming of this publicntlon NO SCALE AS% DATE ENGR. CITY DATE 0l/o5I SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. SEAL -ENGINEER QROFESS1oNgl w ARI( M. TORREYSO C= No. 66068 ;;C1 it Exp. 06-30-06 � F OF CA��FO GRATE (or clleckerad lq~ 1 �i apflanal)see Standard l4 CLEAR Drawing C B 107 to 1, u to C L Lax 21f� x 3/s � 2 �---- RODLIED ENO LUG 3/4'¢ x - I !i` PUNCH !u HOLE IN PIPE TDA RECEIVE LUG. li4 3,.x 1l2 i GAR S YQ DETAIL Ilpii PLAN SEE DETAIL"a OD+12" L SEE LIFT DETAIL BELOW ff1 111 RCP OD+12" 111 III FRONT Grade G'MiiIT.Circte l (IN) around inlet where L. P possible.. Existing Grade Existing Grads -9/ 4 gi 9 1'-6" 6 Openings at L212" NOTE: 36!'C. M.P. Openings are optional. Use 361 'rwcicNeasgo.lo9° C.M.P. Thickness =0.Q64 when 1'-8" openings are omitted. z VARIABLE �- V DEPTH � NOTED 4N PLANS. 3 4Q 6 • � .,yt• ,: r w. w 0 10 5 5E2 6 16" R.C.P. � � IB C.M. 72 or C.M.P. THIC1(NESl3 I 'HICXHE3 0.064 5 s0.0�„ 2'-0" • .. : •.� tides,, ;a 91, •. � Q, � . w �o D a C) bF s m ;may t'�. . �j'' 5@ 6 UNLESS OTHERWISE � T -' 10 5 619 6 NOTED ON PLANS • SECTION A -A 5 C�otEs: i. PLACE GRATE BARS PARALLEL TO FLOW. ' z. GRATE AND FRAME SHALL 8E GALVANIZED. 5 hof ESS/ W,�`'�y 6(2 6 RIVERSIDE COUNTY FLOOD CONTROL AND rn INLET TYPE X ¢ 3E,P°'IZz j6a� �' raaRovEa ar,WATFJi CONSERVATION DISTRICT 3 (GRATE DETAILS) sr �P ,�,� oe FOR TEMPORARY USE ONL 9 CIVIL. 6@ 6 ea��Fa oAn:� AnnlS_ 7004 a.c.E.e+o.3213a STANDARD DRAWING NUMBER ! VIEW IO iwV) MAX COVER (FT) l (IN) A BARS L. P 48 5 4 4 gi 9 1'-6" 10 4 4 @ 6 i5 5 4 6 60 5 4 4(0 6 1'-8" 10 5 4 @ 6 15 5 SID 6 66 5 3 4Q 6 1'-10" 10 5 5E2 6 15 5 519 6 72 5 5 4 f4 6 2'-0" 10 5 � 6 15 5 68Z 6 78 S 5 5@ 6 2'-2" 10 5 619 6 15 6 6@ 6 5 5 5 Q 6 15 6 6@ 5 90 5 5 6(2 6 2'-5" $0 6 612 6 i5 b b 5 96 5 5 6@ 6 2'-7" 10 6 6 5 15 .6. 7@ 6 FIMSHEO SURFACE -�►-t I� nVr SECTION A .o A BARS zO •'R' BARS NOT SHOWN a J 6" I 1 12" SIFT DETAIL 2"CL DETAIL _ NOTES t. CONCRETE SHALL BE CLASS 'A'. Q ALL REINFORCING STEEL SHALL BE CENTERED IN BULKHEAD EXCEPT FOR PIPE DIAMETER GREATER THAN 96", VERTICAL "A" BARS SHALL BE PLACED AT 2' CLEAR FROM THE INSIDE FACE OF THE BULKHEAD, HORIZONTAL "A" BARS SHALL BE PLACED TOWARDS OUTSIDE FACE OF BULKHEAD PER DETAIL. 0 LIFTS SHALL BE WOVEN STEEL CABLE WITH SAME MINIMUM DIAMETER (d) AS "A" BARS. WEAVE CABLE THROUGH HORIZONTAL "A" BARS. COAT EXPOSED PORTION Of CABLE LIFTS WITH AN APPROVED BITUMINOUS PAINT PRIOR TO BACKFILLING TRENCH, CITY OF FONTANA, CALIFORNIA COYOTE CANYON E I\I G I N E E IZ I I\I Ci DRAWN BY: LINE 'A' AND 'B' 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. DESIGNED BY: STORM D PH. (909) 783-0101 FAX (909) 783-0108 IMPROVEMENTS A.T./o.s. AIL HEFT PREPARED BY: ARI( M. T REYSON R.C.E. N0. 66068 EXP. 06-30-06 CHECKED BY: APP BY- EXP. C.V.A. � Z • d,6 - DATE: / d CI ENGI ER R.C. .51152 DATE: SCALE: AS SHOWN DATE: NOVEMBER 2005 DRAWING NO.: Y25 3802 ��_ �� s c--e..er,�.