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Home My WebLink About4432910 m _) "T 1j" zio 0 L U- UOI R;mmwf--- �uo LEGEND '� FUTURE CONSTRUCTION V) 1. LL J, z > 0 it _) "T 1j" zio 0 L U- UOI R;mmwf--- �uo LEGEND '� FUTURE CONSTRUCTION V) Oi LL J, z > 0 UJA _) "T 1j" zio 0 L U- UOI R;mmwf--- �uo LEGEND '� FUTURE CONSTRUCTION 9 0 0 co C) Ld V) Lli > Igm- LLJ < of 71M 0 V) 'S K 1 LOM t 0 ;T E ER P 10 ul: TOTAL PROJECT 0: C) RIs VA V) "y F&PS, J I l ,"'_ LEGEND :: ; FUTURE CONSTRUCTION 4 'S K 1 LOM t 0 ;T E ER P FI A TOTAL PROJECT ,OF RIs ...... ..... 0 5: i8 "y F&PS, J 7, xt. JJ Y . . . . I I . W A 'Sr wr e mad e t2li I + dd �t v.1 R s of y f NL A L E 0 N T ID 6 18" '9+! 2.1 0— 00 '. 4 H. rQ �vr Fid u .... ....... ANG 0 V-'N� T,`,-I D:8 7 5 0 3a 2 OP..L T :H +36m 0 Ur + 00 r. R W LEGEND :: ; FUTURE CONSTRUCTION N R 6: 0 0 mm 1 0 0 c 0 07 r LLJ 'S K 1 LOM t 0 ;T E ER P FI A TOTAL PROJECT mr RIs ...... ..... 0 5: i8 el, F&PS, J Y . . . . I I . W A IT N R 6: 0 0 mm 1 0 0 c 0 07 r LLJ V) A mr RIs 0 5: i8 el, ti ;? jl*� IJI 0 RANCHO! CUCAMONGA CU 08235 EA 443291 0 co- C) c_ A 0 5: i8 RANCHO! CUCAMONGA CU 08235 EA 443291 0 co- C) c_ 0 0 DOW E L TY� a STRIEETV GUT I E R s ;AL DEPRES I oi S i F A FOR RED; CED PLANS L L ETERS OR G1 NAL SCA:: E IN Mll LIM 0 20 40 60 80 VA z TOT AiL PROJECT LIJ: z u z Cr-) F& of (A Jill ui Y. zz DOW E L TY� a STRIEETV GUT I E R s ;AL DEPRES I oi S i F A FOR RED; CED PLANS L L ETERS OR G1 NAL SCA:: E IN Mll LIM 0 20 40 60 80 VA z TOT AiL PROJECT LIJ: z u z Cr-) F& of (A Jill ui w zz DOW E L TY� a STRIEETV GUT I E R s ;AL DEPRES I oi S i F A FOR RED; CED PLANS L L ETERS OR G1 NAL SCA:: E IN Mll LIM 0 20 40 60 80 4- DOWEL (TYP) PLAN rt '0 K I LOIVIE�TER P ST TOT AiL PROJECT of Jill zz MAN" 4- DOWEL (TYP) PLAN rt ci 0 0 Ld V) 0 Ld: LLI V) bi > Ld 1 Lli 1 V) MAX x v t 1 Lj A & B BARS 0 BARS z BARS F BARS V) BARS m JL m 1 N 1 El E LO N� t ;I M G BARS OPENING FOR C PLACEMENT (TYP)' 8 mm X 250 mm FACE PLATE 2 M, LE HIO: (TYPI �- END ANCHOR (TYP) END DETAIL ; MAX w MAX x v t t F A & B BARS BARS ----- ---- - - - B BARS BARS BARS m 2.4 m 150 RH O 1 50 1 mm m 3112 5 m :200 mm 200 - .... ..... mm 2 m: 1.8 1501 50 mm2 3.5 M: 2 00 rffn 120 0 4 m mt 150 mm 1: 50 MM It 5: GO m: 15 4 5o M3 m 4 m 2.4 m 150 2 001 m 5 300 mm 5 450 m ............ 4 m 30 5 0 0 250 ' M m 15 i5 0 mm 5 450 mm2# 9 m t I �2 m: 150 rrin 150 mm 5 l600 ! mm # 15 @ 450 mm 9 m 1.5 50 rim 2010 �mm 5 6:00 Mil 15 450 l . . ...... 9 m 1.8 m 50 mm 2 00 mrn 15: 4 50 MM! 15 4 5: 0 9 m 2.1 m- 200 mm 1200 m-m,l X15 @ 425 — . 15 ..... I 450 mm 9 m 2.4 200 mmt: mm # 15 1 325 Mm t 15 @a, 450 mm. 9 20 7 2010 1250 :mm:: 15 375: m ml # 15 Lau 450: mm:: 9 m 3.0 ml 200 nn 5 A # :1 5 300 mm 5 cc 450 MMA 9 m 3.3 m t 200 m: 1250 rn:: m 15 3 75 5 2 50 mm 15 L Q 450 mm #15 M# 45 0 rn 9 m 30 5 m mm 250 mm 2: 450 # 15 Co 212,5 mm:: 15 La 450 mm 5: 450 m--- M: 9: t 4a 2 t 300 M M; 35 0 mm #22 300 mm 6 3 00: m m 300 300 ML 16: 300 t mm 16 300, mm CURB OPENINGi A S, N REFERENCE CITY OF RANCHO c 1 U AMONGA STD PLAN 304 6 5 2 0 mm R t x 5 mmi i F AU E �PL AT X 3 8 kRR I AIGE �X N'U T Si HEX NUTS - 1 1 31;0 M m HOLE I N PLATE ............. .. 2:0 40 60 80 FOR REDUCED PLANS OR I G N1 A L SCALE I N MILLIMETERS LENGTHt Cis F. PLUS 15:0 mm SECTION m CU 08235L EA 443291 �Mfll M 93 LIU V) �LLJ Ld dz --- DIRECTION � OF FLOW : POINT C : FLOW LINE PROFILE CASE B I: 2 P 0 1 N T iD --- DIRECTION OF FLOW K w K P N F L OW pol NT C OI T B : PROFILE FLOW LINE CASE E AND EM STRAIGHT GRADE VALLEY PLAN CASE E 8 as 86 a 86 c 87 a 87 ' r; n OP VAP 11 P F: 0 20 40 60 & OR RE,DuCED PLAINS IL L L IME T E R Si 0!,R-- I G I !NAL SCALE 1:: iECT 1 G S C C U; R; 7% .1UTTER ORn CD V) V) 0 01 W-t > 0 0 z 0 F (n w U, dz --- DIRECTION � OF FLOW : POINT C : FLOW LINE PROFILE CASE B I: 2 P 0 1 N T iD --- DIRECTION OF FLOW K w K P N F L OW pol NT C OI T B : PROFILE FLOW LINE CASE E AND EM STRAIGHT GRADE VALLEY PLAN CASE E 8 as 86 a 86 c 87 a 87 ' r; n OP VAP 11 P F: 0 20 40 60 & OR RE,DuCED PLAINS IL L L IME T E R Si 0!,R-- I G I !NAL SCALE 1:: iECT 1 G S C C U; R; 7% .1UTTER ORn CD �10 01 13 is 13 0 in We :z w : :z > : 0 0 0 C.) F— V) > w 0 I 0 in 0 :z w : :z > : 0 0 0 C.) F— V) w 0 I .......... VE & BAR 2 A 2 RELOW OP E N N u PLANS i REDUIC: ORIGINAL SCALE IN All 0 ON SECTIA -A 7-1* Stdo of Cdflfbr7Va[ or Its ff-flbws or agwift sW not bel ropmw1bAs for ft a=xoW or wopWwms of ehqM� cq*s of t1k pb7 &wt NOTESa; oe I REINFORCING STEEL SHALL 3E 40 mm CLEAR FROM FACE OF UNLESS I: OTHERWISE SHOWN. ; 2.1 0 REINFORCING STEEL FOR : INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER : 1I A 0 F OPENING A:ND BENT : :i C ATCH REINFORCING STEEL FOR OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 50 mm CLEAR OF OPENING. 39 CONNECTION SHALL BE PLACED MONOLITHIC EDGE OF OUTLET SHALL BE CONSTRUCTED B Y PLACING CONCRETE WITH THE SAME C OF 7 5 mm. Wl TH A RADIUS : A CURVED FORM : PLAN OF CONCRETE AS THE BASIN AGAINST CONNECTION 4 CONNECTIONS , SHALL BE CONSTRUCTED WHEN: : 8 (A) PIPES INLET 0 OUTLET THROUGH CORNER : O F CATCH BASIN. (B) ANGLE A FOR P I PES THROUGH 750 mm DIAMETER I S LESS 70 DEGREES - OR--- GREATER T I 0 DEGREES. 5. MONOLITHIC BULKHEAD C 0NN C T 10 IS S I MI LAR TO MO ot I TWI C CATCH BAS1N A OT APPLY. C 0N NE C T I ON: E XCE P T NOTE 4 SECTION DOES IN , i' MONOLITHIC CATCH CONNECTION ::RANCHO REFERENC C I TY 10CUCAMONGA STD PLAN 308 n ft A 1 u w n r r%: In 0 21:0 4:0 60 80 CU 08235 1 EA 443291 m 0 0 >: L Gc (NJ 0 21:0 4:0 60 80 CU 08235 1 EA 443291 m 0 0 >: L Gc (NJ 0 D, Ld Lij of U) LLJ U-i Ld, < 0 �1 5-u rtn X 2 5 rm 1, AT D AMOND �D 3 mm D E E I I NSTALL 1OC; NG DEV 11 CE 0 E E PLAN 0 N 0 D 11' A C L E A R OPE 1: SECTION A -A JV 111111 MBOTTOM , 0 F ANHOLE C DRILL 01 HOLE AND INSTALL 20 mm X 3 mm i 'STAINLESS 2 STEEL S C K E T S T s C E W W1 T �H 10 mm RE C E S SED EX HOL E ALL THREADS SHALL z z 0 0 U: II OL W 0 �1 5-u rtn X 2 5 rm 1, AT D AMOND �D 3 mm D E E I I NSTALL 1OC; NG DEV 11 CE 0 E E PLAN 0 N 0 D 11' A C L E A R OPE 1: SECTION A -A JV 111111 MBOTTOM , 0 F ANHOLE C DRILL AND TAP HOLE AND INSTALL 20 mm X 3 mm i 'STAINLESS 2 STEEL S C K E T S T s C E W W1 T �H 10 mm RE C E S SED EX HOL E ALL THREADS SHALL NC M INSTALL L DEVICE f v FOR EDU: ED m S ORIGINAL SCALE IN LL 1: MI E T ERI i E �E OD 0 210: 40 :610 80 _j I SAME ANG; T RO UGH UT : : ALL DIMENSIONS ARE 1N MS U NL E SS E TE R OTHERWISE SHOWN. '11 Nil L OMET� �R POS7 T A P R J ECT 0 TL O TOTAL H S 1EET ............. II I SAME ANG; T RO UGH UT : : ALL DIMENSIONS ARE 1N MS U NL E SS E TE R OTHERWISE SHOWN. 0 0 Q V), LIJ LLJ x Q, Uli Isla E S 6 401L I S E �NOT E 4) E� N 1 1 SLHED rrm: law ACH 1 NE FIN SURFACE : DETAILOF FRAME k, DRILL AND TAP FOR 1: 3 N. C � THREAD (TYP) TAP ;;;p D 1 LL AND FOR ! 13 mm N.C. THREADS : (TYP., SEE NOTE 4) P-MmIlary a-.pMmm- 5 1 mm D I A GASKET I I I; �. R E LATE PRE4"Jsu T E 3 6) l'. N; AND N: FOR REDUCED PLAI OR I G I NAL SCALE I N M'll L L I ME T 10 20 40: 1: 610 -J 8:10- W-J z > 0: 0 z > F WA W: E S 6 401L I S E �NOT E 4) E� N 1 1 SLHED rrm: law ACH 1 NE FIN SURFACE : DETAILOF FRAME k, DRILL AND TAP FOR 1: 3 N. C � THREAD (TYP) TAP ;;;p D 1 LL AND FOR ! 13 mm N.C. THREADS : (TYP., SEE NOTE 4) P-MmIlary a-.pMmm- 5 1 mm D I A GASKET I I I; �. R E LATE PRE4"Jsu T E 3 6) l'. N; AND N: FOR REDUCED PLAI OR I G I NAL SCALE I N M'll L L I ME T 10 20 40: 1: 610 -J 8:10- SECTION FRAME AND C P0 P D I L L AND T A: 0 113 mm (T Y P SEE NOTE i4): 0 y p is ............... P R-- S E L ATE; 16 mm HOLES (TYP. :SEE NOT:- 4) id 0 0 :L-Jjl LJ V) U-i > LLJ < LLI a" �V) cr > 0 Z F- (f) LLI 5 Ce 100 :mm PLAN (SHAFT NOT SHOWN) MR- mi z E DG E S: T B IE u �R 0 UIN D E T 0 7 -5 R:- OF SPUR #15 @ 100 mm SEC T, ON A --A � 45 OC 0 m: H SIDES 15 Ca 100 1 - MITI: 0 Co 450 rTm OC BOTH SIDES 0 @ 450 mm OC : G T0 7 5 NDED TO R 75 m R =1D OF S 15 Co 100 mm ;C C T �N c OPTIONAL BOTTOM : mm B SECTION F OR R E DU C ED PL A IN S 6 8:0 E IN MALL�IVIETERS GRI G 1: Al. SCAL CU 08235 , EA 443291 m I 0 k4 .......... D 75 EDIuESI TO BE Rou,NIDED TO 75 R A-WI 125 mm x PIPE ROUND TO 75 PLAN SHOWN) (SHAFT NOT rammmmTvmm� BARS-, BARS 10 PRING I : T 10 DETAIL N (RING AND COVER NOT SHOWN) : SEE NOTE I SECTION C -C E B R 1 A S #15 H BARS ilO rrrn LONG 125 m mm X 25 m RING SEAT H BARS M, SEE TABLE � � A :i ES V R_ #10 :0 C 450 TABLE OF VALUES FOR F D2 ........ . . F (mm): IJIJ LIJ: Cr V) 180 10150 190 i: 1125 200 Lli : 2 10 r. 220 LLJ 230 1500 240 1650 ' 260 0 k4 .......... D 75 EDIuESI TO BE Rou,NIDED TO 75 R A-WI 125 mm x PIPE ROUND TO 75 PLAN SHOWN) (SHAFT NOT rammmmTvmm� BARS-, BARS 10 PRING I : T 10 DETAIL N (RING AND COVER NOT SHOWN) : SEE NOTE I SECTION C -C E B R 1 A S #15 H BARS ilO rrrn LONG 125 m mm X 25 m RING SEAT H BARS M, SEE TABLE � � A :i ES V R_ #10 :0 C 450 TABLE OF VALUES FOR F D2 ........ . . F (mm): cr. 9001 170 9715 180 10150 190 i: 1125 200 1200 : 2 10 1275 220 1350 230 1500 240 1650 ' 260 ; 1800 280 1950 3100 0 k4 .......... D 75 EDIuESI TO BE Rou,NIDED TO 75 R A-WI 125 mm x PIPE ROUND TO 75 PLAN SHOWN) (SHAFT NOT rammmmTvmm� BARS-, BARS 10 PRING I : T 10 DETAIL N (RING AND COVER NOT SHOWN) : SEE NOTE I SECTION C -C E B R 1 A S #15 H BARS ilO rrrn LONG 125 m mm X 25 m RING SEAT H BARS M, SEE TABLE � � A :i ES V R_ #10 :0 C 450 TABLE OF VALUES FOR F D2 ........ . . F (mm): (mm) 9001 170 9715 180 10150 190 i: 1125 200 1200 : 2 10 1275 220 1350 230 1500 240 1650 ' 260 ; 1800 280 1950 3100 2100 320 22150 340 2400 360 2550 - 400 2700 410 28150 : : 420 3000 430 3150 430 3300 450 3450 450 3 600 460 PI P E S! AT LEVEL E 0TE 8 N i Al" 0 # 0 45 Cr Irma 0' z 0 0 I�T C) C\i :0 0 m I 0 i. r. ■ iLr) V) V)o > 0: in 0 114D 'T T OP A BO TOM SHAFT � MANNp`E ADD I -#25 2000 1 mm LON : T,n,P A N1 n P()T PLAN (T0,; : A D 3000 mm -#25 LONG TOP AND BOT (TYP) �T BENT #19 X 2400mm LONG @150 TOP AND OTTOM (TOT 8) MANHOLE SHAFT #22 x L e2Go : mm # 1: 6 ('nN: T 77" SECT I... ON All''I'll"A MANHOLE SHAFT IN SECTION C -C CO OT 36) z2 @zoo MM 22 x 1200 mm I DETAIL I * 16 x CONT (TOT 36) #22 200: rrm ti CD m m C) ALL DIMENSIONS ARE 1N METERS !: 07 H E RW I S E : I ' 0 # I 0 Ce 450 mm: OC PLAN , (SHAFT NOT SHOWN) 4 #15 HI B A R:S 9 0 oi: I 1,0 mm L IN G DETAIL N (RING AND COVER NOT SHOWN) SEE NOTE 2 a SHAFT ' ^` --n x 50 mm SEAT :MAIN LINE t. M�Al N H0 L RAME AND COVER STEEL STEP 1 -mrn P SEAT # 10 0 450 Oc di ECT ON G # 0 150 r #10 @ 450 BOTH WAYS tt10 @ 450 mm OC, BOTH D BARS A BARS N -N' �� SECTION 125 m - m X 2-: 5 mm RING SEAT H BARS SECTION TABLE C) LLJ: D_ IMENS, IONS AND BAR SIZES X_ D F uo Q V) Ld 0 or m m Ld: < T m x Lli � � # I 0 Ce 450 mm: OC PLAN , (SHAFT NOT SHOWN) 4 #15 HI B A R:S 9 0 oi: I 1,0 mm L IN G DETAIL N (RING AND COVER NOT SHOWN) SEE NOTE 2 a SHAFT ' ^` --n x 50 mm SEAT :MAIN LINE t. M�Al N H0 L RAME AND COVER STEEL STEP 1 -mrn P SEAT # 10 0 450 Oc di ECT ON G # 0 150 r #10 @ 450 BOTH WAYS tt10 @ 450 mm OC, BOTH D BARS A BARS N -N' �� SECTION 125 m - m X 2-: 5 mm RING SEAT H BARS SECTION TABLE FOR D_ IMENS, IONS AND BAR SIZES X_ D F uo Q ul > 0 or m m B T m L J_ � � V) 0 0 Ld: or.. a o 450 120 c„� # I 0 Ce 450 mm: OC PLAN , (SHAFT NOT SHOWN) 4 #15 HI B A R:S 9 0 oi: I 1,0 mm L IN G DETAIL N (RING AND COVER NOT SHOWN) SEE NOTE 2 a SHAFT ' ^` --n x 50 mm SEAT :MAIN LINE t. M�Al N H0 L RAME AND COVER STEEL STEP 1 -mrn P SEAT # 10 0 450 Oc di ECT ON G # 0 150 r #10 @ 450 BOTH WAYS tt10 @ 450 mm OC, BOTH D BARS A BARS N -N' �� SECTION 125 m - m X 2-: 5 mm RING SEAT H BARS SECTION E BARS J BARS MIF SEE TABLE VARIES ........... ML E 1ABLE G VALUES FOR (Si E E �N' 2 071 MR CU 08235 EA 443291 0 o 16 TABLE FOR D_ IMENS, IONS AND BAR SIZES D F uo Q or or m m B T m L J_ � � (mm) 0 0 a o 450 120 525 130 600 140 E � 675 140 Ln 1 750 : 160 QJ 825 160 Ln Ln 9010 170 # 975 180 10150 190 1125 201:0 I2OO 210 "' 1275 220 E E 1350 230 ,n 0 1425 240 `_ "' 1500 250 0 "' �" 1650 260 1800 280 1950 31) 2100 3210 2250 340 2400 360 2550 400 2700 410 � � .. ..... ... 2850 420 ti Ln 3000 440 u u 3150 440 N o Ntj 0 0 3300 450 : # # `V 3450 450: 3600 460 All E BARS J BARS MIF SEE TABLE VARIES ........... ML E 1ABLE G VALUES FOR (Si E E �N' 2 071 MR CU 08235 EA 443291 0 o 16 z Ld V) Lli 0i V) CD E z UO 10 SLUNt I a Ui7o JOINT D PER NOTE 7 ri Ii VERTICAL SECTION Eic PR-1 AST 10 iF :S L A� B RO, ISTEPS A CONTINUOUS &HAFT 11 : THROUGH 1: rpm um m OC io )TTOMI F SiLAl. A R:O T A T E 1910* 14 1 D u 3 c 0 T I B 01 SE �IE T v— si 's ri AL 9 IT, r% rii' A AC D I AGONAL & B TT M R - DU C E D! P IL AN' IS FOR E ;R _AL N LL ET IS: OR I G I NAL Si 1; iM 1 i RCP 900 mm, SP E C I A L M CAGE WITH A CIRCULAR : AND 50 D MIN I I STD CONCRETE RIN( NOTES rrrn OR I. :MANHOLE SHAFT SAFETY LEDGE WILL B E N, 10 TED ON THE PROJECT !: -HOOP C) DRAWINGS WHEN : REQUIRED. IT IS 1 B E IN DEEP 1 MANHOLE S 6 m OR I N: D EPTHGREATER N 2 _E MANHOLE IS LEDGE us 1 F A. RE S SU R A SA ETY SHALL z CC LENGTH REQUIRED. -w i MIN THICKNESS F4 z 3. TO L T �N 5 STD P L AN D74C AND SHALL BE SHALL CONFORM C STEPS A� c — CONCRETE r ANCHORED 1 100 mm IN THE WALL OF TH E STRUCTURE. STEPS SHALL � z : z i : BE PLACED TO mATCH SPAC ING ON MANHOLE SHAFT. F- w m 4REINFORCEMENT z : SHALL B E P ER ASTM A 6 15, GRADE 400 A N D SHALL 0 I : TERM I NATE 50 mm CL E AR OF CONCRETE SURFACES OTHERWISE I c 0 SHOWN@ ai z z5. : : GROUT HOLES, PIPE FITTINGS AND IS HA L L BE PROVIDED IN THE FL 02 :R -: SLAB. PRESSURE SHALL GROUT I NG BE u S E D TO F I LL VO I DS AND TO z : SECURE UNI T HE GROUT S HBE N EAT CEMENT GROU T o I I AND GRO UT I NG S HALL BE AS THE F I ELD v=i° : BY THE ENGINEER. u d M 66 l ! 1 I ; i PIPE SHALL RA I L B E 0F 3 2 mm STANDARD GALV I NI ZED PIPE ° � I ! COMPOSED 0F TWO SEC T I ONS 2o 25 AND 450 mm IN LENGTH JOINED ' _ i l - B Y A GALVINIZED COUPLING. TH COUPLING S HALL B E THREADED ro : : A MINIMUM OF 50 mm ON E A CH S I DE OF PIPE LENGTH. u 7 1 R007 AN D FLOOR SLABS S A LL B E PREC AST AND KEYED 'F 0 R REINFORCED J a v i : CONCRETE P IP E SECTIONS AS JO I NTS SHALL BE �'� WITH CL ASS C MORTAR NEATLY PO I N TED OR WIPED ON T HE INSIDE. 0 ~ v 8. : 1.8 m RCP SHALL BE PROVIDED WTWO CIRCULAR CAGES OF I: = a �x REINFORCEMENT. U 9 a : : - THE FOLLOWING RA I N AGE DETAILS ARE INCORPORATED HEREIN: : STANDARD MSHAFT STEEL STEP (SEE CALTRANS STD PLAN D74C) um m OC io )TTOMI F SiLAl. A R:O T A T E 1910* 14 1 D u 3 c 0 T I B 01 SE �IE T v— si 's ri AL 9 IT, r% rii' A AC D I AGONAL & B TT M R - DU C E D! P IL AN' IS FOR E ;R _AL N LL ET IS: OR I G I NAL Si 1; iM 1 i RCP 900 mm, SP E C I A L M CAGE WITH A CIRCULAR : AND 50 D MIN I I STD CONCRETE RIN( 75 mm, 150 rrrn OR :_ I N THICKNESS,SEE 1 5: mm W IRE !: -HOOP C) 80 1 ECCENTRIC PRECA' CONCRETE, i CONE, : VARIABLE LENGTH CONCRETE SECTIO' MIN THICKNESS F4 CONCRETE. 100 m THICKNESS FOR I:R CONCRETE 0 401 ft .......... 610 80 20 0 cl I V) Lli V) Ld: > Lu of M Ld fi Eml ;z m # 10 Q 145^ mm 'Gic mm A B R B A --� STATION A m P; RT SEE NOTE 4 Il --TX L:IE lj ML ANu BAR S I Z; S D2 F X-v): a 0 or CO Ld: > 0 0 U a (mm) 0 0 a fi Eml ;z m # 10 Q 145^ mm 'Gic mm A B R B A --� STATION A m P; RT SEE NOTE 4 Il --TX L:IE lj ML ANu BAR S I Z; S D2 F a a or or CO m B T m � a (mm) 0 0 a o 450 120 5215 130 600 140 E � 675 140 0 750: 160 (Pi coi: : 825160 , � in 9 0 170 975 180 : 1050 19 : 1125 200 1200 210 1275 220 1350 230 E E 1,4125 240 0 - i 1 5 00 250 r Ln : 1650 2,610 . . . . . . . . . . . . . . . HOO ------ 280 0 LO 1950 300 2100 320 2250 340 2400 ;6:0: 2550 400 2700 410 E 2850 420 30,00 440 :u 0 3150 440 m ,� E ! 3300 450 Ln 0 0 0 3450 450 " " `V 3600 460 is 6. 4.0 60 80 FGR REDUCED :PILANS 0 ME T N OR I G I NAL SCAL: 1: LL I ER:S rann'-,s DETA LS DRAINAGE NO SCALE D -19 EA 443291 L 0 C\J m 0 I >- 0 Ld Ld Ld > LLI J Llld rl ISM 3KA"TITTS-1i L/2 -1 1 - p T I GN 0 -Q I X.) A 0 mm m 200 ! SECTION oft L A X CGIN T (TOT 36): 22 Ca 150 n7n 22 x u Co 150 mm I #16 x La 200 1 mm TYP J UNI T D I SYSTEM : D21 V) F P B C (mm) SHOWN : THE ON PROJECT DRAWINGS. 2. (mm: mm (mm) ...... ...... 8 1 1200 1615 0 2400 0: 125 75 0 1090 8 1615 0 65: 24 00 36 0 12 5 NA NA OPTION OF PLACING AT THE SPRING V) LONGITUDINAL KEYWAY. 5:m THE : MAY BE INCREASED OF THE CONTRACTOR TO MEET RCP ENDS W I TH RE I NF0R EME NT TO N BE ��EXTE DED Y THE SAME PORT 1ON: OF AND : AS ISM 3KA"TITTS-1i L/2 -1 1 - p T I GN 0 -Q I X.) A 0 mm m 200 ! SECTION oft L A X CGIN T (TOT 36): 22 Ca 150 n7n 22 x u Co 150 mm I #16 x La 200 1 mm TYP J UNI T D I SYSTEM : D21 L F P B C (mm) SHOWN : THE ON PROJECT DRAWINGS. 2. (mm: mm (mm) ...... ...... 8 1 1200 1615 0 2400 360 125 75 0 1090 8 1615 0 65: 24 00 36 0 12 5 NA NA OPTION OF PLACING AT THE SPRING A JOINT LONGITUDINAL KEYWAY. 5:m THE : n. II r it be f*%ow%0bf6 f& t)* =urdw E ;E fi DETAIL P #22 x n Cd 150 mm #22 @ 150 mm NOTES in, e, "IN V A L U E, FOR L,, Dip D2. ANDP ARE N THE TABL BELOWD V AL UE FOR L. D I AN[ D2 ARE SHOWN : THE ON PROJECT DRAWINGS. 2. FLOOR 0 F STRUCT R: B E STEEL TROWELED TO SPRING LINE. 3. REINFORCEMENT STEEL SHALL C ASTM A 6115 M GRADE 4009 AND TERIA-I NATE 5 mm C L E AR �OF CONCRETE SURFACES U NL 6—s s: OTHERWISE SHOWN. 40 TRANSITION STRu SHALL P 0 uR E D I N 0 E. CONT I NUOUS OPERATION, THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING A JOINT LONGITUDINAL KEYWAY. 5:m THE : MAY BE INCREASED OF THE CONTRACTOR TO MEET RCP ENDS W I TH RE I NF0R EME NT TO N BE ��EXTE DED Y THE SAME PORT 1ON: OF AND : AS SPECIFIED N THE TABLE. AS BUILT NO CORRECTIONS ON THIS SHEET DATE COMPLETED 5/10/0 2 RESIDENT ENGINEER DRAINAGE DETAILS NO SCALE WV M, m 13 oi vj SLI FArc R: OR VERT I Ckl ELEVATION tv I I T A TA BL E 7i PIPE L z Lai DISTANCE V) : - y 1 (100) (M A X) (MAX) > C) Ld W, 4200 mm V) 50 4800 mm Lli 40 5401,0 mm Lli 33 6000 - mm 6000: mm AR S (mm) oi vj SLI FArc R: OR VERT I Ckl ELEVATION tv I I T A TA BL E 7i PIPE L z SLOPE DISTANCE D I STANCE : - y 1 (100) (M A X) (MAX) 100 3,6200: MM 1200 m M 67 4200 mm 2400 mm 50 4800 mm 3600 mm: 40 5401,0 mm 5400 mm 33 6000 - mm 6000: mm AR S (mm) LIFT LOOPS vj SLI FArc R: OR VERT I Ckl ELEVATION tv I I T A TA BL E 7i PIPE L z SLOPE DISTANCE D I STANCE : - y 1 (100) (M A X) (MAX) 100 3,6200: MM 1200 m M 67 4200 mm 2400 mm 50 4800 mm 3600 mm: 40 5401,0 mm 5400 mm 33 6000 - mm 6000: mm 10 BARS IONAL 5T JOINT U r FRONT VIEW E E cl: RCP etric �k SECTION C —C A BARS (SEE NOTE 1 o 0 -T 0 > N 014- CD ID MAX I t L p (mm) COVER �mm� A B AR S (mm) LIFT LOOPS �m� (SEE NOTE 2) : - 1200 l 5 15 : 230 mm OR 3.0 100 ! ..... ...... 15 150 : mm 450 -Vow -aw LESS 4o 5 125 15 150 : mm — E 1350: 1.5 100 15 Ce 150 mm TO 3. 0 125 tt 15 Lo 150 mm 5!00 ...... 1,500z 4,5 125 #15 @ 150 mm 1650, 1.5 3.0 125 1125 #15 15 @ Ce 150 150 mm : mm 550 u ) a 150 m 3 00 mm! 4.5 125 : 15 Ca 150 mm 1.5 125 ttl5 Co : 150 mm 180 0, In 0: 125 #15 150 mm: 600 4.5 1 25 : 150 1a 5 : 2 15: 15 mm L I F T DETA 1L 1950 3.0 125 . ....... ...... 19 Q 150 ) il mm 6150 4. 5 1,50 9 @ I 50 rnrn! 1.5 25 15 cc 150 m 2100 3.0 2 5 19 La 150 mm 700 NOTESa 4.5 150 19 125 mm I a RE N 0 CED STEEL SH BE ALL CENTERED I N BUtKHEAD W 1TH 1.5 ! 125 9 1510 mm HORIZONTAL A" F BULKHEAD. 2250 3.0 150 X19 @ : 150 mm 750 4.5 150 : 19 125 mm LIFT 2a LOOPS SHALL WOVEN STEEL 1.5 12!5 19 15:10 mm DIAMETER (d) AS A" 240 0 3a 0 150 9 125 mm 800 : H ORIZONTAL : - A BARS. COAT EXPOSED PORTION : OF CABLE , ................................ 4.5 150 # 2 5 @ 150 LIFT L PAINT PRIOR TO BACKFILLING: TRENCH. o 0 -T 0 > N 014- CD 0 2 0 co 0 LLJ L-Li x V)i LIJ c ! C -C SECTION FOR D M-M #15 Lai 300 mm E iii D L T (mm) (mm) 0 300 .300 100 0 300 125 w 300 > 0 450 175 z 1450 225 1050 450 2125 W 450 250 1425 i 450 J L 1500 525 c ! C -C SECTION FOR D M-M #15 Lai 300 mm E iii D L T (mm) (mm) (mm) 300 .300 100 450 300 125 600 300 150 750 450 175 900 1450 225 1050 450 2125 1200 450 250 1425 i 450 250 1500 525 275 1650 525 275 1800030 i 600: . . . . . . . . . . . . . . . . . . . . . . :t5t--LUiVV bLLL ..... ..... 11 20 40 6:0 80 i TRENCHf REPAIR : : REFERENCE CITY OF RANCHO CUCAMONGA STD P 120 UILT THIS SHEET 0 0. 0 0 Q L Li 0 Q LLJ v) > Ld 0 MM D I A L T EL,,EV,A,,.T I GIN END: PLATE BENT PLATE (TYP) "m I= 8 I 0 mml x 16 3 mm, x 6. 3 5 mm TYP FLOC (TYP) Ap BETWEEN : THi TYP CROSS 0 �5 13 '100 OC (TYP) FLOW AND RENT �P L A T E S H A LL ��B E CONN ' "'� ____ 0: oi STAINLESS S iB E A N : I R Z 1TY (!) F 5 mm x 0 : V) V) A VE Q 5 1 15 OC (TYP) N D 1REC T I O AND x END L A T E P MM D I A L T EL,,EV,A,,.T I GIN END: PLATE BENT PLATE (TYP) "m I= ENID LAT: CROSS A,IR Co 100 OC (TYP) G B A R I N AR 0; 1 15 G (TYPI NOTES 8 I 0 mml x 16 3 mm, x 6. 3 5 mm TYP FLOC (TYP) Ap BETWEEN : THi TYP CROSS �'° �5 13 '100 OC (TYP) FLOW AND RENT �P L A T E S H A LL ��B E CONN ' "'� ____ (L, F PIPE DIA STAINLESS S iB E A N : I R BAR 1TY J POINT OF 5 mm x 0 : 1 3.175 (LENGTH VARlEt) A VE Q 5 1 15 OC (TYP) N D 1REC T I O AND x END L A T E P SH AL L HAVE A 4 0 mm -J in A ONLENGTH ---------- -------- +1 wj (A � DETAIL Y I mm D I A EX p ANS ! 70 ON B L : U 615 MINIMUM EMBEDMENT Eaw 3t z �� BENT PLATE Ewe (ADJUST TO oa.- �a - ------------------------------ (TYP) � —_ ENID LAT: CROSS A,IR Co 100 OC (TYP) G B A R I N AR 0; 1 15 G (TYPI NOTES � CROSS BAR 37 J, X13 @ 100 OC (TYP) TYP FLOC I. PROVIDE 6 mm Ap BETWEEN : THi D Dl LE PANEL AND THE END PANEL. �'° �5 La 115 OC (TYP) ' x� 2. THE END PLATE AND RENT �P L A T E S H A LL ��B E CONN ECTWITH A --wm: DIA STAINLESS S TEEL BOLT F OADJUSTABt 1TY AT THE POINT OF CON ECT 1ON THE BENT PLATE SH H ALL A VE A; 40 SLOTTED HOLE IN VERTICAL N D 1REC T I O AND T E END L A T E P SH AL L HAVE A 4 0 mm SL OT T E D H 0 A ONLENGTH ---------- -------- 77 BENT PLATE (TYP), 1E I= TYP � CROSS BAR 37 J, X13 @ 100 OC (TYP) TYP FLOC OF PIPE : BEARING I BAR A: .... ... . 50 mm: x 3.175 mm (LENGTH VARIES) �'° �5 La 115 OC (TYP) ' x� � � 16 mm D I A BOLT (STAINLESS STEEL)(TYP) --j BENT PLATE 0: c-- < , m x 150 mm: x :100 M mm ------------- ---------- -------- � DETAIL Y I mm D I A EX p ANS ! 70 ON B L : U 615 MINIMUM EMBEDMENT (STAINLESS STEEL)(TYP) SECTION A -A MIDDLE �N E �L ONE REQUIRED #16 0 40 X CONT I NUOUS; CLASS "B" LAP IN i AR0.1.JND) �R 01 ldi 77�� K 11 LOWFTIE �P ST RO J C TOTAL p El I. WIDTH OF TRENCH - X16 X CONT (TOT 44) -CONSTRUCTION J : NO SCALE D -23 EA 443291 o 0 UJ Ott