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HomeMy WebLinkAbout1822-35T t ' iIWO, A�Ii7Ny0L E FR/7A/!E �` COl/E�P ,SIC!-�AiVIBiPA �U/VD�PY CO. 17a NO 9-/500 MRN I F M/ A45 TO BE r• MUM TO CONCRM6 WNWOtC CONE. h ' TOP M. H. TO BE SET Ar —EX/sr !GROUND LINE dr I/ ' I/2" NELSON STUD Pipe ANCHORS (FULL WELD) C • ___--0 U PROVED EQUAL •t2 Batter { If O.C. �• IA 1 Precast concrete Ind n1 I i block #o be ptoced nosh ' G o I v Q n i z S d l - , X11( ,I r '� — •'-------- . --- s V-4 with enc of pipe 1 Steel Plata Curb ; . ., Bar- Alhombro / \ I /it/CREASEL) TO 72 6RAFr t t Foundry CUT d PER WALL Y Fi��LIZ - - -- - _ - _ _ _ Equal � � •1_ _L,� Use Suppor? p1OG EXPS 2 -r•--.- ----.— --.--- VBolt I n 6. or T-1 1 Larger Inlet ' � lZ"C. l•P ' / IN.H. PER CITY y F PLAN o CONST M ; . r FANTNNA Ow6. _ •. Opening .•' f aE I I ' �, �- l ' •• ' REMOVE01 z j SUPPORT" BOLT DETAIL • / No Scole / I I � ac. f \ REMOVE NOTES /2X18"XlB oe ,�' P =0.0329 , ',Iry 4 11. , THE STEEL PROTECTION BAR AND STEEL PLATE SHALL BE INSTALLED AND �. i .2 R S EMBEDDED 4" AT EACH END., I . sof TEE • I t4 EF 2: SUPPORT .BOL TS SHALL BE* .UNIFORMLY SPACED BUT NOT TO EXCEED `1 ON , o CENTER. , F ~� �=--_----- 3. SUPPORT BOLT SHALL BE ALHAMBRA FOUNDRY A-1572 OR APPROVED EQUAL. 4.. ' GALVANIZED STEEL PLATE WkB 'BAR SHALL BE ALHAMBRA' FOUNDRY #A-3904 OR t ` � O' • O , •fie "O• � � X i E /ST. ✓URUf'f! �LOftitrOFF ` I h9• .. �� ,. .. !. EQUAL. ., 4, 00 LET' STRlJCTURE . J s, 9 � J' `9p0 SECTION D D - 5. PROTECTION BAR SHALL BE ALHAMBRA FOUNDRY A-1565 USED' WITH. AL•I�MBRF REMO(/E eX/ST. COW. NECES5AR jI�-POUNDRY A-1577 END ANCHORS OR APPROVED EQUA,.. CONST. 8 L• F. OF. j FOR CONST. P!/RPOSES .. /2" C /.P, - D- 2400 • AFTER CONST. FILL UO%D 070 _ ccAss e coNc, P CURBOPENINGEX/ST.. QRS, -., f''RE&9RS TO REMN/N DETAIL tJ.T N 7-.T %, MO DIFICAT10-NS TC? �TH y { XI iN JUPUP-A BLOW F _ LET STRUCTURES • 1 .. ,. y I � /-- 5ee 5ttftener 3/4•. Hole ."M. D. ; Detail hereon e0tially spaced. ''Center of -tole to be 11" from O.D. of plate.---,' ! f DI /2 C ' r. H . 18- 4Q'+ . ?4;. 2 7:1. 30'�! lZ 2 30 24*1I � $i+ I FY•: 14 4 - � s -51-11450' 46' 54.- •• 4 60.6 I I, •' 1 • 10 66 10.5.134 O' --A ll SIDE WALL THICKNESS. T2 d - 8// BOTTOM i O'- " -81 ' I/ ' I/2" NELSON STUD Pipe ANCHORS (FULL WELD) C • ___--0 U PROVED EQUAL •t2 Batter { If O.C. �• IA 1 Precast concrete Ind n1 I i block #o be ptoced nosh ' G o I v Q n i z S d l - , X11( ,I r '� — •'-------- . --- s V-4 with enc of pipe 1 Steel Plata Curb ; . ., Bar- Alhombro / \ I /it/CREASEL) TO 72 6RAFr t t Foundry CUT d PER WALL Y Fi��LIZ - - -- - _ - _ _ _ Equal � � •1_ _L,� Use Suppor? p1OG EXPS 2 -r•--.- ----.— --.--- VBolt I n 6. or T-1 1 Larger Inlet ' � lZ"C. l•P ' / IN.H. PER CITY y F PLAN o CONST M ; . r FANTNNA Ow6. _ •. Opening .•' f aE I I ' �, �- l ' •• ' REMOVE01 z j SUPPORT" BOLT DETAIL • / No Scole / I I � ac. f \ REMOVE NOTES /2X18"XlB oe ,�' P =0.0329 , ',Iry 4 11. , THE STEEL PROTECTION BAR AND STEEL PLATE SHALL BE INSTALLED AND �. i .2 R S EMBEDDED 4" AT EACH END., I . sof TEE • I t4 EF 2: SUPPORT .BOL TS SHALL BE* .UNIFORMLY SPACED BUT NOT TO EXCEED `1 ON , o CENTER. , F ~� �=--_----- 3. SUPPORT BOLT SHALL BE ALHAMBRA FOUNDRY A-1572 OR APPROVED EQUAL. 4.. ' GALVANIZED STEEL PLATE WkB 'BAR SHALL BE ALHAMBRA' FOUNDRY #A-3904 OR t ` � O' • O , •fie "O• � � X i E /ST. ✓URUf'f! �LOftitrOFF ` I h9• .. �� ,. .. !. EQUAL. ., 4, 00 LET' STRlJCTURE . J s, 9 � J' `9p0 SECTION D D - 5. PROTECTION BAR SHALL BE ALHAMBRA FOUNDRY A-1565 USED' WITH. AL•I�MBRF REMO(/E eX/ST. COW. NECES5AR jI�-POUNDRY A-1577 END ANCHORS OR APPROVED EQUA,.. CONST. 8 L• F. OF. j FOR CONST. P!/RPOSES .. /2" C /.P, - D- 2400 • AFTER CONST. FILL UO%D 070 _ ccAss e coNc, P CURBOPENINGEX/ST.. QRS, -., f''RE&9RS TO REMN/N DETAIL tJ.T N 7-.T %, MO DIFICAT10-NS TC? �TH y { XI iN JUPUP-A BLOW F _ LET STRUCTURES • 1 .. ,. y I � /-- 5ee 5ttftener 3/4•. Hole ."M. D. ; Detail hereon e0tially spaced. ''Center of -tole to be 11" from O.D. of plate.---,' ! f DI /2 C ' r. H . 18- 4Q'+ . ?4;. 2 7:1. 30'�! lZ 2 30 24*1I � $i+ I FY•: 14 4 - � s -51-11450' 46' 54.- •• 4 60.6 I I, •' 1 • 10 66 10.5.134 O' --A ll D► RISER ' DIAMETER C.S-F GAUGE 186 to 27' 16 30" to 39' 14 42• to 46' 12 51" to 660 10 Y . r DI (TVP) , f I DI ♦ S" ` i 1 BOTTOM VIEW TOP PLATE °��•e a .� _ Rlno 4 D. See dr tai; for . �S1- - Lceking Device F� .� : ; . '(Trp) "n places W O / Elev. A t a ! GMissgotd 1pi, -►/t"std 01pe or mild steel bar a, in •� shown oh pion, ,; „ a: C.S.P. D. 1/4 X 2 wide > I'h"■IIyj X ►It" • p Angle v .I e y . ` 4 • — — tD r {on '/ 'n \_ - t/z Sleel plate , !+ flims , DETAIL- PLATE STIFFENER _ I 3/4 Hole to ) match to _ P Plate Std. goly. conn- BOTTOM VIEW ection bond. i CAGE RETAINER RING m►n. *4n. -Conc, collar �. i -C.S.P. r -R.C.P. ms I i C. S . P - 1E Slope to drop - - �- -_ , = T`rT--- ►_ 1 -�- - ^ ' t ' _ 4• 6"min. L r 6 -ALTERNATE UNCTION Drr.pock Conc. slob E L E VAT ION2 1/ „z 2 I/ „s 5 Teflon tape:' F i 2 2 /8 NOTES_ Slisel bar (typ.l---�� OD ►� I Riser pipe shall e[Goff and weld tenQ t0"Elev A", — 2 Elevotion A, D►. Dzi L,, Lt are shown on plana. - ,� -• — 3 Corrugated sisel pipe shall conform to AASMO M-36. 5/8 •. x 5/ Spacer_, - 4, Grote assembly shalt be galvanized otter fabrication. 6 5, For D► 54- and larger, weld I'/'t"[ I Y't'A'/i angles to plate with I".elds at 6`o c. 6. no numm number of bars on grate assembly. I/2"Allen bolt . { 7 Goge of pipe for dameter q Shoff be Borne w for user. 8 Ryser and stub Noll be shop fabricated and.goManized after welding. k r HOL D -DOWN qq a t METROPOLITAN WATER DISTRICT OF SOUTHERN + NTS S rAL•ItORNLA GONSTRUCTIOIi=REOL!I_�MENTS Trcxf Width � ` r THE CONTRACTOR SHALL PERFORM NO WORK WITNtH M.W.D, RIGHT-OF-WAY A a \ OR PROPERTY UNTIL HE OBTAINS - THE NECESShRY PERMIT. IT WILL B£ ' #4 TOP LONGITUbINAL BARS SYM. ABOUT THE CONTRACTOR'S RESPONSIBILITY TO COI:IPLY WITH ALL M.W,D,; ' REQUIREMENTS WHILE WORKING WITHIN THE RIGHT-OF-WAY. EQUALLY SPACED AT 18'O.C• N(r i r •'� �••• METROPOLITAN'S PIPELINE IN THE AREA OF THIS PROJECT IS ADEQUATE ! E• 1 J .r r \ •� ••i r ' • FOR AASHTO H-20 LOADING PROVIDED THAT THE COVER OVER THE PIPEINE MAXIM' B-BAR � A IS BETWEEN 4' AND 12'r .' Ir TEMPORARlf;;COVER OVER THE PIPEL NE R. C. BOX SCHEDULE '"� G`BAR B . ..[ .: DURING MASS GRADING. OPERATIONS IS BETWEEN)3' AND 4', EQUIPMENT t► MUST BE RESTRICTED TO THAT WHICH IMPOSES NO GREATER THAN AASHTO 1 ,�,. t,.-��•_!�•}+��. t ,e, t>R tti t. a'r N•10 LOADING. IF THE COVER IS BETWEEN 2' D 3', EQUIPMENT MUST l F --•� e, • r•-, Bi' RESTRICTED TO THAT WHICH IMPOSES [AADS O GREATER THAN THAT OF ' �,�%• A CATERPILLAR D-4 TRACK TYPE TRACTOR: IF THE COVER IS LESS THAN P. `1 '•' �.� 21. ONLY HAND EQUIPMENT MAY BE' USED. IF CONTRACTOR PROPOSES To � i 1 ' ' � : O •:•, ,s♦., USE ANY EQUIPMENT OVER M.W.D. PIPELINE WH�CN WILL IMPOSE GREATER AA fA/ D. J•�' ��� THAN AASHTO H-20, IT WILL BE NECESS� RY TO SUBMIT. THE 4 M. I'Y L/ /� �• '� 's';,♦ '• SPECIFICATIONS OF SUCH EQUIPMENT TO.MR. IM HALE (213) 250-564 - '• r r'+• '► r' FOR REVIEW AND APPROVAL AT LEAST 10 WORKIN DAYS PRIOR TO ITS USE. THE CONTRACTOR IS ALSO RESPONSIBLER CONTACTING MR. ART KNOOP (213) 250-6432 TWO (2) WORKING DAYS RIOR TO START OF WORK AI // .•. WITHIN THE M.W.D. RIGHT-OF-WAY. — — — — — -r• V4 x6 primo%red _T Preformed - ! _ J �anSiOr� /Din ,., , , ..,•' ve .:.. ..•� • . . • . • . • ,. •.::....,. '` :n •°•:::': B fi/ler filler Af.. W. D.Pope — / directed 6V the -- -- — — -- :� .engineer, Eoto/ . _ — ! volume rho t to .exceed %2 the i NOTE S ., , : r •' • ., vo/urne o{ fhe — — — — / This it eehod to .be used where the Swoportin„�' yva// SEC T•10/V Q vti/,'ty line is z4//or9Pf egAP, in �. ..MINNOW f > % - — dio me ter and the clearance •: + Concrete support . ,., 6fe,Fween the ufi /i ty 1i ne orad /Vv►iD. , - wall to be placed I pipe is /2' or less. f oinst ur7disturbed rA '�.: o�g0. Special profeciiQ/7 moy he required ♦ r o • ... ' , .. yr / if the u Ise' l%ty Aie odiame ter is D 9realer than M. wD, pipe or if the SECTION A -A ' cover mor the atility line to the Sthee t surface is m /n Arno/ and r sere _ is A? or less clearance between M W. • CRO SS SEC TIONS - Pipe and the Utility /:ne. p BOX SECTION NO. /. 1 2 3 4 5 6 DESIGN COVER (MAX.) DI (TVP) , f I DI ♦ S" ` i 1 BOTTOM VIEW TOP PLATE °��•e a .� _ Rlno 4 D. See dr tai; for . �S1- - Lceking Device F� .� : ; . '(Trp) "n places W O / Elev. A t a ! GMissgotd 1pi, -►/t"std 01pe or mild steel bar a, in •� shown oh pion, ,; „ a: C.S.P. D. 1/4 X 2 wide > I'h"■IIyj X ►It" • p Angle v .I e y . ` 4 • — — tD r {on '/ 'n \_ - t/z Sleel plate , !+ flims , DETAIL- PLATE STIFFENER _ I 3/4 Hole to ) match to _ P Plate Std. goly. conn- BOTTOM VIEW ection bond. i CAGE RETAINER RING m►n. *4n. -Conc, collar �. i -C.S.P. r -R.C.P. ms I i C. S . P - 1E Slope to drop - - �- -_ , = T`rT--- ►_ 1 -�- - ^ ' t ' _ 4• 6"min. L r 6 -ALTERNATE UNCTION Drr.pock Conc. slob E L E VAT ION2 1/ „z 2 I/ „s 5 Teflon tape:' F i 2 2 /8 NOTES_ Slisel bar (typ.l---�� OD ►� I Riser pipe shall e[Goff and weld tenQ t0"Elev A", — 2 Elevotion A, D►. Dzi L,, Lt are shown on plana. - ,� -• — 3 Corrugated sisel pipe shall conform to AASMO M-36. 5/8 •. x 5/ Spacer_, - 4, Grote assembly shalt be galvanized otter fabrication. 6 5, For D► 54- and larger, weld I'/'t"[ I Y't'A'/i angles to plate with I".elds at 6`o c. 6. no numm number of bars on grate assembly. I/2"Allen bolt . { 7 Goge of pipe for dameter q Shoff be Borne w for user. 8 Ryser and stub Noll be shop fabricated and.goManized after welding. k r HOL D -DOWN qq a t METROPOLITAN WATER DISTRICT OF SOUTHERN + NTS S rAL•ItORNLA GONSTRUCTIOIi=REOL!I_�MENTS Trcxf Width � ` r THE CONTRACTOR SHALL PERFORM NO WORK WITNtH M.W.D, RIGHT-OF-WAY A a \ OR PROPERTY UNTIL HE OBTAINS - THE NECESShRY PERMIT. IT WILL B£ ' #4 TOP LONGITUbINAL BARS SYM. ABOUT THE CONTRACTOR'S RESPONSIBILITY TO COI:IPLY WITH ALL M.W,D,; ' REQUIREMENTS WHILE WORKING WITHIN THE RIGHT-OF-WAY. EQUALLY SPACED AT 18'O.C• N(r i r •'� �••• METROPOLITAN'S PIPELINE IN THE AREA OF THIS PROJECT IS ADEQUATE ! E• 1 J .r r \ •� ••i r ' • FOR AASHTO H-20 LOADING PROVIDED THAT THE COVER OVER THE PIPEINE MAXIM' B-BAR � A IS BETWEEN 4' AND 12'r .' Ir TEMPORARlf;;COVER OVER THE PIPEL NE R. C. BOX SCHEDULE '"� G`BAR B . ..[ .: DURING MASS GRADING. OPERATIONS IS BETWEEN)3' AND 4', EQUIPMENT t► MUST BE RESTRICTED TO THAT WHICH IMPOSES NO GREATER THAN AASHTO 1 ,�,. t,.-��•_!�•}+��. t ,e, t>R tti t. a'r N•10 LOADING. IF THE COVER IS BETWEEN 2' D 3', EQUIPMENT MUST l F --•� e, • r•-, Bi' RESTRICTED TO THAT WHICH IMPOSES [AADS O GREATER THAN THAT OF ' �,�%• A CATERPILLAR D-4 TRACK TYPE TRACTOR: IF THE COVER IS LESS THAN P. `1 '•' �.� 21. ONLY HAND EQUIPMENT MAY BE' USED. IF CONTRACTOR PROPOSES To � i 1 ' ' � : O •:•, ,s♦., USE ANY EQUIPMENT OVER M.W.D. PIPELINE WH�CN WILL IMPOSE GREATER AA fA/ D. J•�' ��� THAN AASHTO H-20, IT WILL BE NECESS� RY TO SUBMIT. THE 4 M. I'Y L/ /� �• '� 's';,♦ '• SPECIFICATIONS OF SUCH EQUIPMENT TO.MR. IM HALE (213) 250-564 - '• r r'+• '► r' FOR REVIEW AND APPROVAL AT LEAST 10 WORKIN DAYS PRIOR TO ITS USE. THE CONTRACTOR IS ALSO RESPONSIBLER CONTACTING MR. ART KNOOP (213) 250-6432 TWO (2) WORKING DAYS RIOR TO START OF WORK AI // .•. WITHIN THE M.W.D. RIGHT-OF-WAY. — — — — — -r• V4 x6 primo%red _T Preformed - ! _ J �anSiOr� /Din ,., , , ..,•' ve .:.. ..•� • . . • . • . • ,. •.::....,. '` :n •°•:::': B fi/ler filler Af.. W. D.Pope — / directed 6V the -- -- — — -- :� .engineer, Eoto/ . _ — ! volume rho t to .exceed %2 the i NOTE S ., , : r •' • ., vo/urne o{ fhe — — — — / This it eehod to .be used where the Swoportin„�' yva// SEC T•10/V Q vti/,'ty line is z4//or9Pf egAP, in �. ..MINNOW f > % - — dio me ter and the clearance •: + Concrete support . ,., 6fe,Fween the ufi /i ty 1i ne orad /Vv►iD. , - wall to be placed I pipe is /2' or less. f oinst ur7disturbed rA '�.: o�g0. Special profeciiQ/7 moy he required ♦ r o • ... ' , .. yr / if the u Ise' l%ty Aie odiame ter is D 9realer than M. wD, pipe or if the SECTION A -A ' cover mor the atility line to the Sthee t surface is m /n Arno/ and r sere _ is A? or less clearance between M W. • CRO SS SEC TIONS - Pipe and the Utility /:ne. p BOX SECTION NO. /. 1 2 3 4 5 6 DESIGN COVER (MAX.) 91-0/1 1•- D�' WIDTH w 0 _0q /a' -o'' HEIGHT H e.5'- 0'r &v _O" TOP SLAB THICKNESS T 1 0 t- Ake O' --A ll SIDE WALL THICKNESS. T2 d - 8// BOTTOM SLAB THICKNESST3 O'- " -81 ' BAR NO. & SPACING #76/0 /2'` y BARS LENGTH. // 1''//'/11 I B/ BAR NO. & SPACING 05 LQ /2'* # /2�' BARS LENGTH ro/_9 /' (- /" BAR NO. & SPACING # (�'/1" t ^' C HORIZ. LENGTH ! BARS VERT. LENGTH S'-/'' ai /" BAR NO. & SPACING #5C 1 #15COW" C1 HORIZ. LENGTH 1401' -91' BARS VERT. LENGTH r , � , T rf BAR NO. & SPACING #5 //" # 5•0//'" C2 HORIZ. LENGTH - !2,y DESCRIPTION _ + BARS VERT. LENGTH =¢ 0" C3 BAN _R NO. & SPACIG HORIZ. LENGTH -- �- & /i" i/-5 I4 LT ',r¢" BARS VERT.LENGTH V-.3' 2L3.1/ CHECKED BY BAR N4.� & SPACING #¢@ /8. A467ZO BAR LENGTH ✓r'- " 6'-/" 1 BAR NO. & SPACING W;9, BARS LENGTH 1 BAR BAR NO. & SPACING. LENGTH 05CaIVY #6 CO /Q ri /-4 � OF% 13 BAR NO. & SPACING e5 Ca /Q'' / a BARS LENGTH 5'- 10..'/ e 1-_47 ! BAR NO. &SPACING 1?//i 0¢&// BASS LENGTH 5'--O" �'-O'/ ' 3_upport/n9 yvol/ Sho// hove C7_ 3. Preformed expansion,ioint filler to ' NUMBER OF LONGITUDINAL REINF*4 BARS /'irrn beor�ng on the sub rode comp 'y with �4STM designation i TOP SLAB 2 2¢ and ogoin s e the sl;*o the BOTTOM SLAB 47 SIDE W ALLsf9I 1 f • o ♦o pin t {i /ler "-; ! sand backfill o• 75 D Excavation /irn�ts TOTAL 2. Prem o/ded exp ns n ✓ ► .�. i. r 7-M - / 75/ - 73 t o be used �n = ' re rrned ex Qnsion i per A S -i- P fo A 1 t � Support for steel pipe only M. WD. joynt filler . r t 3. if trench width is 4 feel or greotei; ,. •.• E % 'iV pipe meosured olong cen lerline . of M.WDdt pi concrete support must be cowttvcfeo! pe; • • ' ► �. /f trench width /s less -hon r a ,deet, clean sand hock-•'//, Coln acted pSECTION • . SEC T/ON ,8-� rXlo�or. - -- - -- 4 to 90 e. density. In occondance withIN - 1 _ ! the fro vis ions . w ASTM . Sto�td J% ` �� ' ' D 7 ma be -used �n lieu of -/�5 �� ` F y � CRO ss SEC Tiow . I LER �'R the Colxre � support wolf - _ or r N.T. S,. �.. CRO U01 7) PA ft . .. - SUPPORTiil �4 B 1 -BAR _ oil a wt C `cc r. 1 _ BAR BALANCE OF f4 --j LONGITUDINAL BARS IN TOP SLAB EQUALLY SPACED AT BOTTOM OF SLAB r - OPTIONAL. CONST. JOINT 11 /-2' CLR. � I -Y CITY OF F'ONTANA ,CALIFORNIA.,y I l ( - ASL Consulting PASADENA (818,792-30 6 APPROVED BY WORKS DEPARTMENT SANTA ANA (714) 979-1761 1 {' � 1 PUBLIC I DRAWN BY SOUTHRI©GE/ILLAG SCACE PALM SPRINGS 619 320-4220 11543 AS SHOWN "PL -CORD DRAWIg4,„ k _ I LLIAM� S oxo � -� 89 ' ' � r , � , T rf 10/vo. co,W,VE,�r 3��ag DESIGNED) BY 'DA E • N4. DESCRIPTION _ + -ENGR. DATE CITY � APPR. APPR: DATE } ` -� / - r � - f _ � DESIGNED BY CHECKED BY SCALE FILE NO. CHECKED BY: �.�,' SN T N0. ! R E V I $ION $ k DRAWN BY , DATE A APPROVED— R.C.E. 18532 � OF% 13 t FORD GRAPHICS r ,