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HomeMy WebLinkAbout1824A-24.•..y+�.:.:.:.tlF°Yp;„;.,ap ��i�,�...-'�."a,i'.-.•^^E— i:. k,. -t•o*�iiGk'ie>.—-.-„ t.,-irM;-*agir,..-.,�ss:.w•..I,� _ _ -- ..... r i I AAI ATN 11,C' t^e s/A/iC N AS SHOWN ON PL Alas. A L L CASING JOINTS SHALL BE LAP WELD OR BUTT AIEL D. I EX/•5T/NG 7 Uifr OR STRUCTURE S VEE Pl- AN 5 1 SACK/NG TO 1101-D SACK/NG TO HOLD tS.4N0 IAACtF11_4 SAND SACKf/L L CLEAR T CLEAR STEEL CA `8/NG SEE NOTE 2 57RAPP/NG OR SOF T NheE — L el OPEN/N6 FOR REDWODD SK/Ds 55� DR4/N4GE . 3�" RFDiV000 OR (80TH EA105 ) WOL MAN/ZED DOUGLAS FIR SK1081 NOTCH FOR sT�P.4PP//VG, PACKED S,4N0 BOTH ENDS ROUND ENDS, EIGHT TO 640H©f' CAs/NG (AFTERPRES�SU�PIE 86077/0)V OF PIPE. TEST & APPROVAL BY DISTRICT //VSPEC TORS SEE NO TE /. NoTEs /. ENDS OF THE CASING SHALL BE PROTECTED ,40A/NST THE ENTRANCE OF FORE/GN MAT TER WH/CH MAY PREVENT READY REMOVAL Of CARR/ER PIPE . 21 FOR /2 /NCH PIPE zleTS 24 /NCH /- D. s'TEEL "S/A/0 h//TH J/8 I/VCH WALL TH/CKNLEss AND' 4 " A 4 " RED WO0 D 6k/DS. 3. FOR 8 /NCV PIPE USE 24 " /. D. STEEL CA3IN4• jWl r+,l 3/8 /NC q W,411 7W1 eKNF_ S s AND 4 "x 4 " 990 W 00 SK/OS 4. FOR /0*0 IVCD/ M E Us'E 24 " /0. STEAL CA'S%NG Wl "I -9/6 /IIVCN jV,4 L L M/ CKNE SS .AND 4 "x 4 " REPWOOD 3/e1LX9- M T DETAI TSTEET ENCASE EN NO SCALE ti 119NHOLE SEE FLAN STRUCTURE � ANNULAR SPACE BETWEEN 10/PE f" STEEL CASING SHALL 6E PACKED SOLID WITH MORTAR GROUT. U•C.P. STEEL ENCASEMENT DETAIL unT\A/1�TA� ronit �Z �c W� -LAI 01 fR CA01-71A9 DUCr11E IRON P/, CASE 1 :__::Dip AhPRIJITEO FLEXIBL i I 1 CASE 2 COUPLING DETAIL NOTES -_-- .,-•-� 1 M shaft sofety 1e t" be noted on the I}'orewt SECTION A -A ow f bot _,9"4 tad s diogkn* '0 La 4'-3" slob 1 9r censtr a to shop twommole • 20 It or greoler Shaft. NOTES (CASE 2): 4 05 do". to Moth N MAI ' L= 2'-9" A safety etwtt Osa be rade i s posey a mbn rec Roo lob V /0" � 1 ,+' , gdrl•Ott d sleet IOrMAX. / 1. WHERE CLEARANCE BETWEEN BOTTOM OF • 41 in the w IYa11t 11 be Steps pt►sced N I oc►n hs" •haft —7 w con hnu 40 rlct Draw 2-D% • A • 546" C -C _Place diov Top 8 Bottom y p. Top A Bottom ° of glob SECTI B -B 26 el"s REIWORCEMENT DETAILS F FLOOR AND ROOF S K i O Typical Reinforcement shore N STM ASIS, Hod* 40 316" APPLIES. , --Consult'ing I �' Dod wl. — 3'- I' Lam - -- 10 QE TAIL A- Rotated 90 "•"^ REVISION: A 1S ,81i/L TLS jt.Q-r. raw. Yt. as 0C _ No 3 `•`-"" the t10 four• grovling uted to 6-5-72 Added Note No 9 STRENGTH V.C.P. TO PREVENT BOND I 0 ids OW to secur bearing. The pout -• ,/ � - -- R F __ 11543 BETWEEN PIPE AND CONCRETE. �F�• F Y, C.IL all be ant pout and raeewee T Of pro,ec drawings when requrr Generally. .1 .s tc bt 9 censtr a to shop twommole • 20 It or greoler Shaft. NOTES (CASE 2): to Moth N MAI 3 A safety etwtt Osa be rade i s posey a mbn rec Roo lob re" /0" 1 ,+' , gdrl•Ott d sleet IOrMAX. / 1. WHERE CLEARANCE BETWEEN BOTTOM OF • 41 in the w IYa11t 11 be Steps pt►sced N I oc►n hs" •haft —7 w con hnu rlct Draw 2-D% • A - oncrete •hail save 3000 1 or greeter M s PASADENA Engineers t SANITARY SEWER IS LESS THAN 6", CASE 26 el"s i A S 0 Reinforcement shore N STM ASIS, Hod* 40 - APPLIES. , --Consult'ing Reinforcing steel shell toro"Inato Y clear of osstaisle SANTA ANA ; 714; 979-1761 surfaces tabs• othorwlss shown 3 A 1S ,81i/L TLS -/4 holes , OM htfinge ahsll be peri Aip -pr OR OTHER ACCEPTABLE MATERIAL TO EXTRA No 3 ~ 0 the t10 four• grovling uted to z SPFV U14, 59AFT STRENGTH V.C.P. TO PREVENT BOND I 0 ids OW to secur bearing. The pout -• ,/ � - -- R F __ 11543 BETWEEN PIPE AND CONCRETE. W all be ant pout and raeewee 4fm,,w ED NOTE "F " j„I� z Z R B be as satorntrnes to in* ti of by the 1*or L I AM D. L W IS 4 SO/L 1`11q)(. SIZE,' ,• 7 111,4m,414 sl►dil be fabricated of 6-1,14• standard E GR. COMPACTED TO 90 CITY O W 40 C golvan►te Imposed of two e S • • o NO. N p IS' In length joined b n.:ea coupling The DATE APPR DATE a d •° coupling M reacted a rwrnrrnu on SCALE FILE NO. J pipe length ( FOR LESS A A Roof and floor slobs she" be precast OM %eyed • CHECKED BY V,C.P Prevost a► -' •- for reinforced concrete pipe sections of shown 'l moo�o _0" R E V I S 1 0 N S Floor Slob c° a All pints ellsll ►e filled with 1-2 met ler one DRAWN BY DATE 3 1NOtly painted of w►pod an M• tMrdo J '+7 �r R C P s1N11 be Mow.dee r.M t*e C•rcrlw cola of Tn retnforcatmenl B l d w 10. Floor • Roof slobs flowers with 11=0r Aefess Ports Al1ipnod far ONW"Y Je/n/ petotlt LOS ANGELES COUNTY per FLOOD CONTROL DISTRICT Mol.a -- ---- ---_- ---- -------.._ REVISED BY A.S.L. MANHOLE SHAFT SAFETY LEDGE VERTICAL. SECTION �.�'.• - 1.1.1••. 11..1-�. - •. -1k1 Imo• __16f •...fes 1V•�1• .1•H t fw•1 N` .�- •• 1-�- Z-D 430 -.=. C I . .N1• -1 ecwlcloo o•reDWG NO. 2-0430 to (APNIE Am, Elk 4 ?ST wi i n mvrli iNrc vnvv i g No scare — ,� ` � MANHOLE SHAFT SAFETY LEDGE DETAIL MM H 3 • r NOTES (CASE 1): NOTES (CASE 2): N MAI 6 M/N. / /0" IOrMAX. / 1. WHERE CLEARANCE BETWEEN BOTTOM OF • 1. • WHERE CLEARANCE RETWEEN BOTTOM OF m APPROVED BY PRECAST PIPE STORM DRAIN AND TOP OF UNDERGROUND PIPE OR STRUCTURE AND TOP s PASADENA Engineers 18181792-3096 SANITARY SEWER IS LESS THAN 6", CASE OF SEWER IS 6" TO 18", CASE 2 i - APPLIES. , --Consult'ing SANTA ANA ; 714; 979-1761 2. APPLY FORM'OIL, THIN PLASTIC SHEET, 3 A 1S ,81i/L TLS -/4 vft" Aip -pr OR OTHER ACCEPTABLE MATERIAL TO EXTRA � PALM SPRINGS 16191 320-4220 z SPFV U14, 59AFT STRENGTH V.C.P. TO PREVENT BOND 3-4(-.W 1? 3 5 � 9✓� -• ,/ � - -- R F __ 11543 BETWEEN PIPE AND CONCRETE. / 4fm,,w ED NOTE "F " j„I� z Z R it I L I AM D. L W IS SO/L 1`11q)(. SIZE,' ,• • • .. U-)ENCAS • EVENT TO A POINT ONE INCH SHORT E GR. COMPACTED TO 90 CITY O OF FIRST PIPE JOINT BEYOND LOCATIONS • o NO. DESCRIPTION APPR DATE APPR DATE SCALE FILE NO. ( FOR LESS THAN 10' DEEP) DESIGNED BY • CHECKED BY V,C.P D .--�[®r r— R E V I S 1 0 N S DRAWN BY DATE FORD GRAPHICS 080 MM H 3 NO SCALE 0 "M 6 MIN. D'il�X ID "MAX. SEL ECTED NATIVE SOIL L „ MAX SIZE COMPACTED TO 907o F. ►► N K � o o � � ✓/4 TO ,�/4 ROC + BEDDING. / g �CP a s - a ( FOR 10' OR DEEPER) BEDDING TYPICAL VC.P NO SCALE 2�TO C. L. OF R EBAR 2000 P. S.I. CONCRETE — ONE LAYER OF /S Ib. -BLDG . APER RS $OND 8 REAKE R 9 ROl/ND PIPE 4' COUPE/N65 A.S•T. M. D448 4 67 CRUSHED STONE OR SUITABLE MATERIAL CONC CONCRETE ENCASEMENT ARCH ENCASEMENT NO SCALE fk 41/2" (IS"), 4'► (8") 0.0. /2 MIN. O.D. /4 or 4" MIN. E smisrstr. 1r emp) L 0 :C. �V vE�PT dye" o! oOU�E" AG.�1►/NST U/VO/STU.Q Q E� '.'' � � • � ' MIN EARTH •. ' �� � ' � q ''`5 BARS lE•4TE ""O?w END I..�~ pF EONC. _ 9 40- t, WIN' CAS E I 41 i N01 4f TIE "R C44 55 AONI.' ?ETT' �3000Ps �J !/NOE�P6�P0lJit/D EST/ON ��1 sT•PGt'TU•PE TRE�Vc�/ /? ,FYA ; U5E d -#4 LONG/TVD/i1/� rBR,�.S EQU/7LL Y Se�'egCEO t✓�� 5.4W T.4� y SE MER FOP P/FE L�J�PGE�P T,cl�4N JAVI A COi1``s/G', ENCASEMENT CASE 2 ENDx STANDARD PROTECTION FOR. MAIN LINE AND HOUSE, CONNECTION SEWERS G NO SCALE 4 U F C. I • �G. E. /IS43 EXP. 12-31-92 4 CITY OF FONTANA ,CALIFORNIA PUBLIC WORKS DEPARTMENT (7ALE DRAWN BY SOUTHRIDGE VILLAGE NONt D4TE DESIGNED BY DETAILS CHECKED BY SHEET N0 APPROVED I OF 25 - C`TY NG1�IEER _ R.C.E. (8932 b W6. N0. IC2y-A • r NOTES (CASE 1): NOTES (CASE 2): N MAI 6 M/N. / /0" IOrMAX. / 1. WHERE CLEARANCE BETWEEN BOTTOM OF • 1. • WHERE CLEARANCE RETWEEN BOTTOM OF PRECAST PIPE STORM DRAIN AND TOP OF UNDERGROUND PIPE OR STRUCTURE AND TOP I SANITARY SEWER IS LESS THAN 6", CASE OF SEWER IS 6" TO 18", CASE 2 1 APPLIES. APPLIES. , � 2. SANITARY SEWER SHALL BE DUCTILE IRON 2. APPLY FORM'OIL, THIN PLASTIC SHEET, \ PIPE. CLASS 50 (MIK.), EPDXY LINED IN OR OTHER ACCEPTABLE MATERIAL TO EXTRA CONFORMANCE WITH AST?d A 746 AND STRENGTH V.C.P. TO PREVENT BOND .'"." '-' -• ,/ POLYETHYLENE WRAPPED IN CONFORMANCE BETWEEN PIPE AND CONCRETE. - 1 WITH AWWA C105. 3. NOTE 3 FROM CASE 1 APPLIES. SELECTED NAT/UE . • . • • ' 3. EXTEND BOTH ENDS OF CRADLE OR SO/L 1`11q)(. SIZE,' ,• • • .. U-)ENCAS • EVENT TO A POINT ONE INCH SHORT COMPACTED TO 90 O OF FIRST PIPE JOINT BEYOND LOCATIONS • o SPECIFIED ON PLAN. ( FOR LESS THAN 10' DEEP) • TYPICAL V,C.P D .--�[®r r— NO SCALE 0 "M 6 MIN. D'il�X ID "MAX. SEL ECTED NATIVE SOIL L „ MAX SIZE COMPACTED TO 907o F. ►► N K � o o � � ✓/4 TO ,�/4 ROC + BEDDING. / g �CP a s - a ( FOR 10' OR DEEPER) BEDDING TYPICAL VC.P NO SCALE 2�TO C. L. OF R EBAR 2000 P. S.I. CONCRETE — ONE LAYER OF /S Ib. -BLDG . APER RS $OND 8 REAKE R 9 ROl/ND PIPE 4' COUPE/N65 A.S•T. M. D448 4 67 CRUSHED STONE OR SUITABLE MATERIAL CONC CONCRETE ENCASEMENT ARCH ENCASEMENT NO SCALE fk 41/2" (IS"), 4'► (8") 0.0. /2 MIN. O.D. /4 or 4" MIN. E smisrstr. 1r emp) L 0 :C. �V vE�PT dye" o! oOU�E" AG.�1►/NST U/VO/STU.Q Q E� '.'' � � • � ' MIN EARTH •. ' �� � ' � q ''`5 BARS lE•4TE ""O?w END I..�~ pF EONC. _ 9 40- t, WIN' CAS E I 41 i N01 4f TIE "R C44 55 AONI.' ?ETT' �3000Ps �J !/NOE�P6�P0lJit/D EST/ON ��1 sT•PGt'TU•PE TRE�Vc�/ /? ,FYA ; U5E d -#4 LONG/TVD/i1/� rBR,�.S EQU/7LL Y Se�'egCEO t✓�� 5.4W T.4� y SE MER FOP P/FE L�J�PGE�P T,cl�4N JAVI A COi1``s/G', ENCASEMENT CASE 2 ENDx STANDARD PROTECTION FOR. MAIN LINE AND HOUSE, CONNECTION SEWERS G NO SCALE 4 U F C. I • �G. E. /IS43 EXP. 12-31-92 4 CITY OF FONTANA ,CALIFORNIA PUBLIC WORKS DEPARTMENT (7ALE DRAWN BY SOUTHRIDGE VILLAGE NONt D4TE DESIGNED BY DETAILS CHECKED BY SHEET N0 APPROVED I OF 25 - C`TY NG1�IEER _ R.C.E. (8932 b W6. N0. IC2y-A