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HomeMy WebLinkAbout2335-DET WA �1 D A AV U 7 p D T1 'FORM TO CALTRANS STANDARD S: EGIFICA-111ONS, TRA: FIC NSIONS FOR. TRAFFIC STRIPING AND MARI INGS AN' THE INSTALI-A ::ON THEREOF SHIALL CGN I ALL DETAILS A: I'D D[MEI MASTER (FROM 6 _H STREET TO ARROW R v: iivi i T iwHr NOT TO SCALE : ftria H 17 SHEE .CON',STRUCTIO.N-----N:iO.-T-Es :M NUMENT LISIT ....................... Po'n, # N: ;,0 Af rthing, T 11: 19 East' n ..... .................................... lev 41 E o"on: 0 ............. ruption Dii I 10214 185116482.113 67105838.17 1125.77 FD,. LNTAG: LS 71::613 10221 18587'07.49: 670576:2.78 1153.73 FD. 2"' il MWD L'S165,919 101222 18,5870,6.93 6705767.98 115:2.93 FD . 1 ip LS4452 110224 1:8:1579:43015 7 '705791.23 1145-11 FD. 2 ip MWID LS i599 11 0 2.2 5 18 5 719 4,3. 11' 67 1; 144.49 FID. 2 il MWD LS61599 10227 18 5 9 2.& !6 6705779129 1127 .714 FID. 2 ip MWD LS6599 10252 185-18720.51: 6705777.63 115179 FD. MWD .316 10260 1857144.418 6705,817.32 113 1.62 FID. CHIS "X" T C 10262 1815 7144.8 51 705861.76 1131.61 FD. CHIS X rn TIC 103:01 18 5 6: 682.2 6 67:05: 8,38.42 11250012 FD. NAL & WASK E 10320 1854125.39 6705182:6'.73 F 10193.0 D. AG NA: & WASHER LS ftria H 17 SHEE .CON',STRUCTIO.N-----N:iO.-T-Es I, I-RDEX ............. 721 L. F. 1A TITLE SHEET 1 210 L.F. 2A iMWD9 DIEWOLITION, & CASI:ING DETAILS - 3A61A STORIM DRAIN ; PL. I N AND PROFILE 7A M! STOR: D�RAIN RIO LATERAL P: � FILES BA SCRRA/JACK AND BORE DETA:I::L,.,j 9!A STORI D:RA,IN M DETAIL 0 fly ETH 2335-D NO. DBMIfMON: OF REVISION: DUE R Ri) .CON',STRUCTIO.N-----N:iO.-T-Es STA: L 54" DIA1 N: METER �R. C. P. STORMI DRAIN D-LOAD PER PLAN. 721 L. F. A'METER R.0 LA 1,N,STALL 42 DI P. STORM DRAIN, DI LOAD PE R P: N 1 210 L.F. I I' NSTALL 36" DIIAMIETER R.C.P. STORM DRAIN, D-LOAD PER PLAN. 2s5i6o L.F. INSTALL 36" D ET R 11AMI ER C. P:. STOi M DRAIN, CLASS V 3000 D. 125 L.F. INSTALL 48 DIAMET I A ER RoC P. STORM DRAN, ®L D PIER P N�. 16 L. F. INSTALL 24" DIAMETER R.C.P. STOIRM DRAIN, CLASS IV 2000 D. 24 L. F. INSTALL 58" NOM:I_ -AL DIAlMETIER.- BY 0:.81'2 M M UN I IN[ WALL THIlICKNiESS STEEL I E D L CASING P:PE P R ETA: S :01N SHEET 2A. JACK AND BORE 60" N'OMINAL D IAM: ETE R I U::M L NE Y 0. 8 7 5 MI: IN 11 M: I I WA: L THICK 125 L.F. STEEL CASING PI:IPE P: R D ET AI LIS ON SHEET 2A. REFER TO SCR A T. MG. R ES1500 1 01 N: SHEET 8A AND ADDITIO NOTES ON SHEET 8A. U9, REMOVE AND D: I P S 0 F INTERFI I S 0 ER !G PORTIONS 01 EXISTIN N F G STORM D A: N. R 4,0 L. F. '110, UO POTHOLE TO E R] FY L0 ION IN D L TI I I AT A: EEVAOIN P:R:OR TO STORM DRA:N I C Oi CONSTI IU; TI: Q�) RIELOCATE 18 WATERLINE PE R NOTES ON SHEET 8A (BY SGV W C). 1 EA R iu CIO_ NSTRU _T MAIIIIIIJIIHOLE NO. 2 PEi CITY OF RANCHO C CAMONGA STD. DWG. NO. 319. 12 EA CONSTRUCT MA1,NI,HOLE NO. 2 CITY OF RANCHO CUCA'MONGA STD. DWG. Nt INSTALL PRESSURE TYPE MA H10i E FRAME AND COVER P1 A' WA STD. PLAN: IN 0. 211 ER P A i : 212-1 (SIEE SHEET 8A). GON:'STRIUCT TRANSITION STRUCTURE 3. PER CITY OF RANCHO CUCAM01NIGA STD. DWG. 7 EA N 0. 3 3 i16. P 0 0 CONSTRUCT C. C. Ci LLAR PER :CITY :OF RANCH CUCAMIGNGA STD. DWG. NO. 329. 4 EA elk CON,STRU T SUPPORT FOR CONDUITS CROSSING TRENCHES :PER CITY OF RANCHO 12 EA CUCAMiGN;GA STD. DWG. NO. 339. RE' OV AND D 11 S S E OF im E X P :E :! STING BUL 1 EA G PLU: DC1WINSTREAM, ENID AND FILL ABANDONED PIPE WITH G NT:RCILLED LOW STRENGTH 501 C.Y. MATERIAL M[ : (CLSIM) @ 1/4 SACK N. I: STALL 36 H �E MA4 OL: FRAME AND COVE- R PIER SIP' WC STD. DWG. NO. 633-3 (SEE S: E HE _T 1 EA I :IT RE' UCER PIER SiPP,`WC STD. DWG. N 0. 3 IT : D 2A) A I D 36" SHAFT WH�G U 26-2 (SEE 8A) P E R E; LAC E EX STI NG PAVEMI: NT AN D AGGREGATE BASE AFFECTED BY STORM DRA:N 54 768 S.F. I I LIKE AND KIN:_ P CGNSTRUCTION N STD. DWG. 120 AS MODIFIED BY TRENCH DETAIL N S: ERLAY 0 H 2A. OVI EET ENTI IRE TRAVELED LANE WIDTH WHEN REQUIRED BY STD. DII I. 12:0. 1 I I UR COLD PLANE EXISTING PAVEME :T OUTSIDE 01F TRENCH AREA AS REQU11111 .'ED BY STD. DW:G. 89400 S.F. Ln 120. I R N: E :N L 1AM:U BY ;o M L INSTALL .50 NOMJI A: D O�.75!1 MINI' UM WAl L TH:CK: SS STEEL CASIN: PI: 'PIE 40 L. F. Lin PER DETAILS ION SHEET 2A. 0 0 SEE CI NNECTION, TO EXISTING STORM DRAIN A,N] REMOVAL I ON OF EXISTING INTERIM !IMPROVEMENTS ON 'SHEET 2A AN:! S1 D H: EET 9A. 0 H U ST: UI: P C 0 CT CONCRETE BULKI I I D I ER DI TAIL 1 ON SHEET 7A. 4 EA TRAFFIC PAVEMEINT STIRIPINIC PIER NOTES ON SHEET 1A 926:010 L.F. (ESTIMATED CONSTRUCT CATCH BASIN PER STREET PLAN. f A C,H 0 CU:CAMIONIGA, -D :S rVII e Unwid irgroun e id 0 Alert T:ITLrLm SHE: T TVPZ7QRF ORS TO FRMI U call ET:WAN�D:A AV: N STO R: D!RAI'N 0 all 16TH: STREET TO ARROW ROUTE DRIC201: 3-G P M 11 9 448 1 OW21013� '0 R 0 1 0'' 7: Li A PI r KIUVI D BY 1: (n 1w ­ M 113 IE ;E lu ''Y N1 IN: ER N; 1 E Y01 DIG C,l T WORK1 G 13' E170 R 16 RI&C1. NO 53, 72 DESIGNED ............... ...................... ................. D C REMMMOO40 Uo AED DRAWN A L E T Ag LAGYMM comEm's 0 .3788 AkOMY S7REET AED MVERSZOE CA. 92W6' 1 A OF 9: FX (PS 1) 6W� 1070 CHECKED A S X 051) 788-1256 S 0 C I A T E S FA iD_ R_ AW IN- G NO. 0 fly ETH 2335-D NO. DBMIfMON: OF REVISION: DUE R Ri) 5-1/2" 1140 m rT TOP __0,F COVER PIGK HOLE SLOT 22.5* 3/4" X 2" (20 X 50 mm) BOTTOM OF COVER (127 SFCT10N A-A 1-3/16" (30 mm) 38-1/4" (972 mm) -3/16" 30 mm) rzz rn, m 44" (1118 ��Tr,TlTNl THRIHI FRAUF FRAME DETAIL i S� P P Wu'� Niti NOTES- 1 THE CAST !RON USED SHALL CONFORM TO ASTM A-48 CLASS 35B. 2. COVERS SHALL BE CAST WITH THE LETTER "D" FOR STMT DRAINS AND "S" FOR SEWERS, AND THE AGENCYS 11DENTIFICATPON 11"N' ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE AGENCY. THE LETTER "D" OR "S" SHALL BE APPROXIMATELY 2-1/2" (65 mm) HIGH L WITH 1/2" (15 mm.) LINE WIDTH, AND PLACED IN THE CENTER 01F THE COVER. ALI LETTERS SHALL BE FLUSH WITH THE FIN]SHED SURFACE OF THE COVER. 3. FOUNDRY ]DENTIFFYiNG MARK, HEAT AND DATE SHALL BE CAST' ON THE � BOTT f OM Ol THE CO ND VER A ON THE INSI F DE Ol THE FRAME, 4. IMPORTED COVERS AND FRAMES SHALL UN R HAVE THE COI I TRY OF 0 IGIN MAR IN IN CO COM� LIANCE WITH FEDERAL REGULATIONS. 5, WEIGHT OF FRAME SHALL BE 335 1_13S (152 kg). E1 HT 01F COVER SHALL BE 340 LIDS (1 S4 kg). ACTUAL WEIGHTS SHALL BE WITHIN A ,RANGE OF 95% TO 110%, 6. THE MANHOLE FRAME ANID COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO THE JOBSITE, ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK. 7a THE P'ROlO:I —LOAD FOR TEST METHOD B OF SSPWC 20:6-3.2 IS 411, L (183 kN), 8. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS, PARKWAYS AND ALL PLACES OTHER THAN PAVED STRIF — ETS SHALL :BE PROVIDE ITH D DEVICES. DRILL AND TAP TWO W SOCKET—SET SCREW LOCKING HOLES TO A DEPTH OF l" (25 mm) AT 90 DEGREES TO PICK HOLE A INSTALL 3/4" x 314" (20 x 20 mm) STAINLESS STEEL SOCKET— SET SCREWS WITH 3/8" (10 mm) RECESSED HEX HEAD. ALL THREADS SHALL BE N.C. .� � MANHOLE FRAME AND COVER NOT TO SCALE N tj ER 120 OUT- OF SlIDE D LA NUM U S E STA.Nl AR 0 INIG F IPE BEDZI)l ZONIE BACKFILL IN PIPE BEDDING ZO:Nf AS A DJ SCR1 11 ED BELOW m 3 WARNING TAP'EUG LT P 'ESSU: RE PLATE CASING SEALING DETAIL NOT TO SCALE Ln I Ln m N 0 1 PA Ll I D TH SHALL VARY O.D, BETWEEN 6 M111N. AND 24" MAX; WL EXCEPT B�:ET STATION'S 57+00 A ASTM A500 GRAI E A STEEL PIER AB'Ol VE CA' ANl) 73+307 WHERE ;:W' SHALL BE A STEEL CASING SCHED'ULE U, MILAX'IM: I OF 6 M PRESSIU: E FILL A: NLU LAI SPLACE WITH N R A IR :L B: OWN SAND. CAR R I E R l E PER PLAN. p j ROUT PORTAL f IG (JACK STAIINLESS STEEL CLAMP BANDS (GRADE BO RE AIN D N LY) 316) < SKIDS 3' LONG 2"x4" REDW00D SKID R 'S FO 6 MIN. BEDIDING SAI PLIl EACH LENGTH PE BEVELED A T S E > 30 BLOTH ENDS AND STRAPPED IN CE P M 3 FRO EACH E:N D OF PIPE. NOTCH S ID TO SEAT STRA: 30 0 LAIT 31 LONG 4' I I D D FLOAT !ED. op (b _!RALS� BLOC K B,, V E, L D: AN,: STRAP N0. 3:4 1, TYPE i ODIFIED W! 3 0E GREEN DETECTABLE WAIRN 1,N:IG TAPE IIMPRINTED WIT' " I H AUTON BURIED STORM C S: G lLl WORKS CONSTRUCT: 01: N D L IN E 18" ABOVE TOP OF CASING ] (0 Ml IT IN JAC K AND B INSTALLATION 0 NOT TO, SCALE 2 STANDARLD STEEL T T NOO EXCEED 5100 LF H J:o� ALL STEEL CASING PIPE I NTS SHALL :B,E PIP� HALF COU:PLIN: G 0 C NTNUOUSLY WELDED FULL STEEL BE N F NE DIDING SHALL CO; S I T 0: 0 CL CIRCUMIFEREN! E. SS W SECTION 31016,— 1.3.3 PERIPHERY OF CASING SHALL BE OnLL A _;R PIPE Bi DD:ING ZONE TH: N 151 PRESS,U:RElD G:R U D. ITE: ATERIIAL WITH AN S E > 3:01 AND LOWER GR UT CONNECTION HOLES BACKFLL I SHALL BE (PzORTALS) S:PAC ED 2 0' ON C NTE:: I N SSIL- P C C TI EAC H R OW AND STAGGE RE`:D 10' SO AS TO 3/ BE A MAX I M UM 0 F 6 AND I E OCCUR ON ATERN,AT SIDES. UPPER L u. F"LLOWS.- IF S�E OF IN—SITU GROUT C04NNLIE: TION HOLES (P:O: TALS) 2 CAST IRON PLUG :R MATE' I, L (CLSM) SHALL BE P AC ED SPACED 8' ON CENTER IN OL STA,GGER:E: Sl AS T: OCCUR Ol N TYP I CAL G R 0: T CO: ING C HALL ONFOR'M TO THE SAN ALTERNATE SIDES OF CROWN. SEE ID COI ''P LI NL C GROU u CONNECTION DETAIL, (L ol R GONR URI ATION SHOWN rRE,NCH SPEC]FICATIONS ED UP: ATL �E THIS S H: ET. (g) OL NIK D BY P:l 'E� INE SEAL & INSULATOR IIN: S �L LI I —: EA M4 DIULAR S! ALS MANUFACTURE- P C. H OU STO'N TEXAS, U.S.A. TELo 800-423-2410 E — MAI L INFO @P S I P'S J. C 0! M OR A, PRL 0 EQ IVALENT. LT P 'ESSU: RE PLATE CASING SEALING DETAIL NOT TO SCALE Ln I Ln m N 0 1 m Wiffi 64+00 0- ip SID STA ;6 i3 + 50 0 pRnpii P, PLAN •• 11 1102.19 5F - 11 102.31 619 +84.27 Elc 11 102.44 67+00 68+00 LLJ C) C) CD L-n Ln 0 C\d C) CN r--- 2335-D R Rl D Z. SCALE. 1 P`40J El M MAU ru, rAl 9 N m 0 lj� All ,3L.U- r-rNUTULL, OrTILLI /M MINU 3rit-t-1 �jm : 0 � C E NN CTIOIN DETAILS. - - - -------- .......... ............. ni,nka-, 7 8 +o- �0- 79+010 . .. I . ........... ......... . ... 80+001 8 1 + GO 11 f, g < u U6 it C) < LA 00 U L 'SEE O:N:�SITE DRAINAG; P: NS < 0) cn M < FoR, PRKIATF 1,7n R m nRA[Kll C� AS: ONSTRUCT CATCH IN P! R STREET PLAN 0 40 I-- - ---- -11- A m REVISION: �NO. DESCRIPTION OF 971i 2 illl� -5 84+100 84+50 Ln C�j Ln 0 CD ETH 2335-D 1110 iu Tl :N Oi T E So IINSTA� 36' DfAM: TER R.C.P. STORM DIRAIN, D L OA�: �D P E R P LAN. A BAR! s L AD P INSTAL:L 48 DIAMETER R.C.P. STORM DRAIN, D ;o ER PLAN. BE CLASS AMETER R.C.P. SORM DRAN, CLASS IV 210010 D. I L N " I T I 24 D: i2 N F R RTIOINS G REMOVE AND DISPOSE OF !1:: !TER� E ING PO: OF EXISTIN STORM DRAIN. STEEL SHALL B: H P R P E E D !IPE CEN'T R: D: IN BULK EAl EXCEI T FG RIOR M D� P STRUCTION. POTHOLE TO V�ERIFY L0CATiON AND ELEVATION T10 STOR' 'RAIN CO; U8 �E D CONSTRU !CT TRANSITION! STRUI TURE N 10. 3. P R CITY OF RANCHO CUCAMOINGA ST DWG. N 336. N A CO: !STR PI TY OF RANCHO CUCAM NG STD. D:WG. NO. 329. . . N UICT PCC C: LLAR . Oz FAC E 0: THE 13� ILKHEAD. HORIZONTAL F E H: CONSTRUCT S,UPPORT FOR CO UITS CROSSING TRENCH' S PER CITY OF RANG !0 CUCAMG ;CA STD. U-0 DWG. NO. 339. L7 p (I N) PLUG DOWNSTRE�AIM E:ND AND FILL ABANDONED PIPE WITH CONT R 'OLLED LOW STRENGTH MATERIAL U3 M 'IN. (C LS: @ 1/4 SACK IVI C, �p INSTALL 50: NO'MI:NAL DIAMETER BY 0.750 MINIMUM WALL T :KN'ESS STEEL CASING PIPE PER U6 DETAILS ON SHEET 2A. 4 SEE C& ��ECT:ION TO EXISTING STORI DRAIN A� D R:EM:10VAL/D,EM LITION OF EXISTING IN ERI M 4 N M T '0 18 I T 9A. U8 CONSTRUC T- CONCRETE BULKHEAD :P:ER DETAIL 1 ON SHEET 7A. 4@6 CATCH' AS I N PE R STREET PLANS CONSTRU B i SAT A80 PROFILE� ev-1 ID CO'NSTRUCT CONNIECTIOIN PER DETAIL ON S KE ET 9A. LAT B 5 i LE ' O,u SEE NEED 5A FOR PLUG LCD ATION PROFILE LAT —A54 1'060 R,C,:P. S D # 17516 ITY DWG CONSTRU ETA:L PER D I: EX PIER Cl FiLL P11 �E TO BE U 0 N ED AlBA !N Wl�l TH CLSIK M i ut- rLU:uU,llt-u 2 as WA: L L I �c) I 01 t SECTION A NOTES A BAR! s CONCRETE SHALL- BE CLASS MAX i2 ZE STEEL SHALL B: H P R P E E D !IPE CEN'T R: D: IN BULK EAl EXCEI T FG COVER P LAU 'E'D AT 2" CLEAR N FRO THIE INNSID FAC E 0: THE 13� ILKHEAD. HORIZONTAL F (FT) t (I N) P 0 LACED T WA: D S L7 p (I N) SEE LIFT Dl-TA,!:::L Bl:- LOW 48, 10 4 406 18 15 5 4@6 5 4 406 284, 160 10 5 4@6 20 C 0 N C R ETE B ULKHEAD 15 5 51@6 r NOT T O SCA:—E- 5 5 406 6-6 10 5 506 22 15 5 506 5 5 406 72 10 5 506 24 15 5 606 5 5 506 15 6 606 5 5 5-06 8:4 10 5 6@6 28 15 6 6@5 5 5 606 9.0 10 6 6: 6 29 15 6 6@5 5 5 606 10 6 6@5 31 LAT B 5 i LE ' O,u SEE NEED 5A FOR PLUG LCD ATION PROFILE LAT —A54 1'060 R,C,:P. S D # 17516 ITY DWG CONSTRU ETA:L PER D I: EX PIER Cl FiLL P11 �E TO BE U 0 N ED AlBA !N Wl�l TH CLSIK M i ut- rLU:uU,llt-u 2 as WA: L L I �c) I 01 t SECTION A NOTES 1. CONCRETE SHALL- BE CLASS i2 ALL R� INFOIRCING STEEL SHALL B: H P R P E E D !IPE CEN'T R: D: IN BULK EAl EXCEI T FG �R DIAMETER GREATER THAN 96 VE If L ;'A$)' BAI S Sl RTICA i,H:,ALL BE P LAU 'E'D AT 2" CLEAR FRO THIE INNSID FAC E 0: THE 13� ILKHEAD. HORIZONTAL F :BAR'S SHALL BE P 0 LACED T WA: D S T:E FACE OF BULKHEAD P ER DETAIL. OUTSID SEE LIFT Dl-TA,!:::L Bl:- LOW S SHALL BE WOVEN STEEL CABLE WITH SHE S A! IE :MINI UM DIAlMETER (d) AS ')A M M I EAV BAR& WI� E ALE THRIO U GH HIGRIZONTAL c "A"' BARS. OAT E :ED PORT10IN: 0: XLPOSI CAB LIFTS WITH AN:: A:PPROVED BlITUIMIROUS PAINT PR] TO G BACKFILLING TRE ICH r Lj ETA I L 284, C 0 N C R ETE B ULKHEAD r NOT T O SCA:—E- !k� . . . . . . . . . . CA�LDWELL 1 two DA, i8E RE DIG LIFT DETAIL low-- FRONT VIEW ti CN Q 0 YMIMETIRI L ABOUT 1/2" (13 m(m) N-C- x 1" (25 mm) LONG CAP SCREW WITH WASHER AN',D GASKET REE EYEBOLT DETAIL HEREON) SEE :NOTES 3 AND 6) E k'S 2 1/8" (54. mm) WIDE (MIN.) MORTAR OR, OTHER MATERIAL (SEE NOTE 8) P-RE115SURE GASKET(SEE NOTE 6) E r nm) N.C. x N WIN S-4 1/4" (1022 mm) El %LONG CAP 2 1/4" )-(57 mm) ij Sc W TY 'I'C A DIRILL 5/8" 16 m,m) HOLES SEE EYEBOLT 1/2" (13 mm) CIIN�' HIE S) tEGN 00 DETAIlL HIER --oo N.C. NUT TYPICAL wNso E 1z MAKHOLE WALL (CONC-RETE, MANHOLE FRAME AND COVER 2 1/8" (54. mm) WIDE (MIN.) MORTAR OR, OTHER MATERIAL (SEE NOTE 8) P-RE115SURE GASKET(SEE NOTE 6) 5/32" (4 mm) 3/W (5 mm.) 5/32' (4 mm) M1, 4 WAU N WIN S-4 1/4" (1022 mm) El �2 1/4" 7/8- 5 (3 mm-)T'F (57 mm) 2 1/4" )-(57 mm) DRJ'LL AND TAP F-0 1/2" (13 mm) N.C. TRREAD THICKN DIRILL 5/8" 16 m,m) HOLES SECTION (INCHES) CIIN�' HIE S) 0 111- "RE 0 E 1z MAKHOLE WALL (CONC-RETE, MANHOLE FRAME AND COVER 1Z2" ANCHOR, MORTAR OR, OTHER MATERIAL (SEE NOTE 8) P-RE115SURE 8" (200 m,m) LONG TYPICAL 5/32" (4 mm) 3/W (5 mm.) 5/32' (4 mm) M1, 4 WAU N WIN 31,10. A �2 1/4" 7/8- 5 (3 mm-)T'F (57 mm) 2 1/4" )-(57 mm) DRJ'LL AND TAP F-0 1/2" (13 mm) N.C. TRREAD THICKN DIRILL 5/8" 16 m,m) HOLES (INCHES) (INCHES) CIIN�' HIE S) 0 111- "RE 0 wNso 9.4 MACHIKE F11K14SH:11ED E E SURFACE E E �mu 0 V-0 305 mml (305 mm) I I 5/8" r8 T TO 2' - - _ _ ) I tK N, A 3,/8" (10,mm) STEEL PRESSURE PILATE SEE NOTIES: 3 AND 6) �PRESSU:RE PLATE 1/2" (13 m"m) N - C ANCHOR �BOLT 8' (200 MML) LONG (TYP) 1 1/2" (40 mm) TYP 1/2- 13 mm) N:.C. NUT RP) F-71 STAN!DLARD PLANS FOR PUBILIC WORKS CONSTRUCTION STANDARD PLAN ANCHOR SYSTEM :FOR 212 —2 P-RE115SURE 36" ('900 mm) MIAW'OLE FR'AM'E AN'D COVER PER SPPWC 633 COLLAR, CLASS C M OR TAR --n VERTICAL SECTION OLE C AL 0 SPE MAINIHI SHAFT m1m, 36" (900 mm? MANHOLE FRAME A141D GOVER PER SPP:WC 633 COLLAR, CLASS C CLASS C MORTAR (12'5 mm) c PLANS 0 PUB!: IC WORXS CONSTRU1 TIG STANDAR F 'R L MANHOLE SHAFT 36"(900 mm) WITHOUT REDUCER 0 F� R 3 w S TA N: A:R--:- 6 TH 01 UT' REDUCER M� A N �H 01 S:� :AFT' W NOT TO SCALE )TANIDARD PLAN 3216-2 I AREMA MANUAL OF RAIUWAY N, NEER! A �T 5. ONTY OP THE �w mi a WIN"," "M ' 1NAL N 0MI M1, 4 WAU N WIN MIN4 WAL MAMETER H N -J" T 'CK Ess DIAME1 IR THICKN tIN mtb) C (INCHES) (INCHES) CIIN�' HIE S) 0 111- "RE 0 wNso ........... �mu N Noma Mau EMOTE F117,07p. MTm am'- mi a NOT TO SCALE �'ES'** L iG s CAT1::0 J11AC K 1: N, GlE- �IAL N: OTE� 0 v"wommomom I Z WIN"," "M ' 1NAL N 0MI M1, 4 WAU N WIN MIN4 WAL MAMETER H N -J" T 'CK Ess DIAME1 IR THICKN tIN mtb) C (INCHES) (INCHES) CIIN�' HIE S) 0 111- "RE 0 wNso ........... �mu NOT TO SCALE �'ES'** L iG s CAT1::0 J11AC K 1: N, GlE- �IAL N: OTE� 0 v"wommomom I Z .......... . ..... . .. . .... . ...... . . 0 111- "RE 0 wNso ........... NOT TO SCALE �'ES'** L iG s CAT1::0 J11AC K 1: N, GlE- �IAL N: OTE� 0 v"wommomom I Z AW &VANN, 0 111- "RE 0 DATED Z� TABLE FOR DIM N2 � 1 E -I1 &I , 0N S AND ;B AR SIZE-S ST A T 1; ON i2 11O N STAT1 OR Vip m J- - La- A BARI� -Aps 0i APV� 'r. MODIFIED TRANSITION STRUCTURE #3 STA. 49+48.27 SEE SHEET 3:A LIAT RA C 7 5 C211T DINAL J ' 1 \-140 1,44 T R k Ul CIRr" IES U, I - - --J1 TRAWVERS E I 18, I AL Ift M, S A �0 �E C Ni S CALE 1 2 P s ct- SS L 0N RETE 31250; M-M US i B u E TO C -75 ATERAL CONNECTION DETAILH: STA. 75+40.00 SEE SHEET 5A wi; j 1 12"' LONG"T DIU AL- 01, 15 � 4—#4 Ciii CULAR iINGFIFI tDrU WA J FACH Rl OFi LE' E hl z1; '7 LATERAL B-- 5 C,o m INO. C708,06- 01 /Cs/1 5 CITY OF ETIWAN AVEN U F RANCHO MASTER PLAN , FROM 6TH STREET TO ............. D 17 I 50111- Rl W I lz E ARROW HWY A"k I. wAL--- �M WIT & I T J*� INSTALL 54" DIAME" R.C.P. STORM DRAIN., D-LOAD PER PLAN. 721 L.f. Yr m ST rmuil TLOCATION INSTALL 42" DIAMETER R.C.P. STORM DRAIN, D-LOAD PER PLAN. 11,210 L.F. 4, ST 4TH ST INSTALL 36'" DIAMETER R.C.P. STORM DRAIN, D-LOAD PER PLAN. 2,560 L. F. f AN INSTALL 36w DIAMETER R.C.P. STORM DRAIN, CLASS V 3000 D. 125 LF. ONTARtO INSTALL. 48" DIAMETER R.C.P. STORM DRAIN, D-LOAD PER PLAN. 16 LOF. INSTALL 24 DIAMETER R.C.P. STORM DRAIN, CLASS IV 2000 D# 24 LF. 7 INSTAI 58" NOMINAL DIAMETER BY 0.812" MINIMUM WALL THICKNESS STEEL 38 L.F. U Nllori)l V1`0�1'L MA;A,P C&W,, WE PER WT&S ON %# 2 NOT TO SCALE JACK AND BORE, 60 NOMINAL DIAMETER BY 0.875'w MINIMUM WALL TIHIICKNESS 125 LF. AILS ON SHE . 0 ET 2 REFER TO SC # STEEL CASING PIPE PER DET, RRA STD DWG ES5001 ON SHEET 8 AND ADDRIONAL NOTES ON SHEET 8. REMOVE AND DSPOSE Of INTERFERING PORTIONS OF E)AlS`I NG STORM DRAIN. 40 L. F. S�UMU 1V POTHOLE TO VERIFY LOCATION AND ELEVATION PRIOR TO STORM DRAIN 9 EA -MQNU CONSTRUCTION. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SUR\EY MONUMEN7SL OF RECORD THAT COULD BE DISTURBED BY THIS U5 RELOCATE 18'n WATERLINE PER NOTES ON SHEET 8 (BY SGVWC). 1 EA PRO�IECT. ALL SAID MONUMENTS VHCH CURRENTLY E)QST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: ONS U C 'TRUCT MANHOLE NO. 2 PER ClffY OF RANCHO CU`CAMOWo-,A STD. DWGo NO* 319* 12 EA MONUMENT LIST CONSTRUCT MANHOLE NO. 2 PER MY OF RANCHO CUCAMONGA STD. 'DWGW N0* 3 19 1 EA INSTALL PRESSURE TYPE MANHOLE FRAME AND COVER PER AMA M. PLAN 'NO. 211-o-1 Point # Northing E astin'g E levation Description AND 212-1 (SEE SHEET 8). US CONSTRUCT TRANSITION, STRUCTURE NO. 3. PER CRY OF RANCHO CUCAMONGA SID. DWG, 7 EA 10214 1 856482.1 3 6705838.17 1125.77- FD. LNTAG LS 7163 NO. 336. CONSTRUCT P.C.C. COUAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 3290 4 EA 10221 1858707.49 6705762.78 1153.73' FD. 2" ip MWD LS65,99 CONSTRUCT SUPPORT FOR CONDUIT, S CROSSING TRENCHE S- PE Rr CIT Y OF RANCHO 12 EA 10222 1858706.93 6705767-98 1152.93 FD. 1" ip LS4452 CUCAMONGA STD. DWG. NO. 339. 10224 1857943.15 6705791.23 1145.11 FD. 2" ip MWD LS6599 REMOVE AND DISPOSE OF MS11NG BULKHEAD. 1 EA PLUG DOWMEAM END AND FILL A8ANDONED PIPE WITH CONTROLLED LOW, STRIENG H T 50 C.Y. 10225 1857943.11 6705761-25 1144.49 J" FD-.- -2 ip MWD LS6599 om MATERIAL (CLSM) 0 1/4 WK MIN. 11 1 a U4 WSTALL 36* MANHME FRAME AND COVER PER SPPWC STD. DWG. NO. 633-3 (SEE SHEET 1 EA 10227 1856992.86 6705779.29 1127.74 FD. 2" ip MWD LS6599 AND 36w %iAFT WMHOUT' REDUCER PER 2 SPPWC STD. G. NO. 326-2 (SEE SHEET 8)# 10252 1858720.51 6705777.63 1153.79 FD. MWD 316+16.20 -ACE EXIS!TING PAVEMENT AND AGG MUN REGATE WE AFFECTED BY STORM'blRAIN 54,768 S.F. CONSTRUCTION IN LIKE AND KIND PER SM. DWG. 120 AS MODIFIED BY TRENCH D 10260 185714-4.48 6705817.32 1131.62 FD. IS "X in TC ON SWo.,g 2. OVERLAY ENTIRE TRAVELED LANE WIDTH WHEN REQUIRED BY SM. M". 120. 10262 1857144.85 6705861.76 1131.61 "X" Z!# COLD PLANE DMING PAVB4ENT OUTSIDE OF TRENC�H AREA AS REQUIRED BY STD. DWG. 8j400 S.F, FD. S in TC 120* 10301 1856682.26 6705838.42 1125.02 FD. NAIL & WASHER CM) INST&L 50w NOMIN& DW. &TER 13Y 0.750* MINIW, N WALL n*CKNESS STEEL CAS'fW'v PIPE 40 L4F. 10320 1854125.39 670582,633 1093.09 FD. MAG NAIL WASHER, LS 6932 4V 0 -j CAL LID z AIM Y. OROSCO, \L.S. 5491 MWD GENERAL NOTES: 1. THE CONTRACTOR MUST SUBMIT AN ENGINEERED SHORING DESIGN TO METROPOLITAN FOR REVIEW AND ACCEPTANCE A MINIMUM OF 30 DAYS BEFORE THE SCHEDULED START OF EXCAVATION. EXCAVATION MUST NOT BEGIN UNTIL THE SHORING DESIGN IS ACCEPTED BY METROPOLITAN. THE SUBMITTAL MUST INCLUDE ALL REQUIRED TRENCHES, PITS, AND TUNNELING OR JACKING OPERATIONS AND RELATED CALCULATIONS. THE USE OF DRIVEN PILES WITHIN 20 FEET OF THE CENTERLINE OF MWD'S PIPELINE WILL NOT BE PERMITTED. BEFORE BEGINNING CONSTRUCTION THE PIPE MUST BE LOCATED BY POTHOLING UNDER METROPOLITAN'S SUPERVISION. THERE MUST BE A MINIMUM OF 2- FOOT CLEARANCE BETWEEN THE PIPE AND THE EDGE OF THE DRILLED HOLE. THERE MUST BE A MINIMUM OF 1 -FOOT CLEARANCE BETWEEN ANY PART OF THE SHORING AND MWD'S PIPELINE. THE SHORING SUBMITTAL MUST BE STAMPED, AND SIGNED BY A CALIFORNIA REGISTERED CIVIL OR STRUCTURAL ENGINEER. THE SUBMITTED SHORING MUST PROVIDE APPROPRIATE SUPPORT FOR THE SOIL ADJACENT TO AND UNDER METROPOLITAN'S FACILITIES. THE COMPLETED SHORING DRAWINGS MUST INCLUDE A DETAILED PROCEDURE FOR THE INSTALLATION AND REMOVAL OF THE SHORING. ALL MEMBERS MUST BE SECURED TO PREVENT SLIDING, FALLING, OR KICK OUTS. 2. THE PROCEDURES AND THE SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT TO BE USED FOR THE REMOVAL PLACEMENT, AND COMPACTION OF SOIL AND PAVEMENT OVER AND ADJACENT TO MWD'S PIPELINE MUST BE SUBMITTED FOR MWD'S REVIEW AND WRITTEN APPROVAL AT LEAST 30 DAYS PRIOR TO THEIR USE. THE PROCEDURES MUST BE SUCH THAT EXCESSIVE UNBALANCED LOADS ARE NOT IMPOSED ON MWD'S PIPELINE. PLEASE NOTE THAT MWD CANNOT ALLOW ANY PROCEDURES THAT COULD SUBJECT MWD'S PIPE TO EXCESSIVE IMPACTS OR VIBRATORY LOADS. NO VIBRATORY EQUIPMENT IN VIBRATORY MODE MUST BE USED WITHIN 20 FEET OF THE CENTERLINE OF MWD'S PIPELINE. VEHICLES WITH A VARIABLE WHEEL CONFIGURATION SUCH AS READY -MIX CONCRETE TRUCKS WITH LIFTABLE OR ADJUSTABLE AUXILIARY AXLES MAY BE OPERATED IN THEIR HIGHWAY LEGAL CONFIGURATION WHEN THEY ARE WITHIN 20 FEET OF THE CENTERLINE OF MWD'S PIPELINE. 3. DURING CONSTRUCTION iN THE SUBJECT REACH, VEHICLES IMPOSING LOADS NO GREATER THAN THOSE IMPOSED BY AN AASHTO H -20 VEHICLE MAY BE OPERATED OVER THE PIPELINE. WHEN THE COVER OVER METROPOLITAN'S PIPELINE IS LESS THAN 4 FEET, METROPOLITAN'S PIPELINE LOADING RESTRICTIONS WILL APPLY: a. WHEN THE COVER IS BETWEEN 3 AND 4 FEET, EQUIPMENT MUST BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN AASHTO H -10 LOADING. b. WHEN THE COVER IS BETWEEN 2 AND 3 FEET, EQUIPMENT MUST BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN THAT OF A TRACK -TYPE TRACTOR WEIGHING A MAXIMUM OF 12,000 POUNDS. c.WHEN THE COVER IS LESS THAN 2 FEET, ONLY HAND EQUIPMENT MAY BE USED. 4. NOTIFY DANIEL FLORES OF OUR WATER SYSTEM OPERATIONS GROUP, TELEPHONE NUMBER (909) 392 -5137 OR CELL PHONE (909) 532 -6494, AT LEAST TWO WORKING DAYS (MONDAY THROUGH THURSDAY) PRIOR TO STARTING ANY WORK IN THE VICINITY OF MWD FACILITIES, INCLUDING POTHOLING. Tw149 ( TOP OF COVER 330(95 mm) F%KE 40T 3/4 11.5' G % 1' (29 0 % 50 mm) BOTTOM OF COVER (,n mm1 SECTION A —A FRAME DETAIL (�o mmI JB -1 t' W1 mm ) 1 39' (914 mm) M• (1,18 mml _I SECTION THRU FRAME NOTES: 1. THE CAST IRON USED SHALL CONFORM TO ASTM A -48 CLASS 358. 2. COVERS SHALL BE CAST WITH THE LETTER "D" FOR STORM DRAINS AND "S" FOR SEWERS. AND THE AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE AGENCY. THE LETTER "D" OR "S° SHALL BE APPROXIMATELY 2 -1/2" (65 mm) HIGH WITH 1/2" (15 mm) LINE WIDTH, AND PLACED IN THE CENTER OF THE COVER. ALL LETTERS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE COVER. 3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER AND ON THE INSIDE OF THE FRAME. 4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS. 5. WEIGHT OF FRAME SHALL BE 335 LEIS (152 kg). WEIGHT OF COVER SHALL BE 340 LBS (154 kg). ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 11076 6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO THE JOBSITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCYS MARK. 7. THE PROOF -LOAD FOR TEST METHOD B OF SSPWC 206 -3.2 IS 41,300 LBS (183 kN). 8. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS, PARKWAYS AND ALL PLACES OTHER THAN PAVED STREETS SHALL BE PROVIDED WITH SOCKET -SET SCREW LOCKING DEVICES. DRILL AND TAP TWO HOLES TO A DEPTH OF 1" (25 mm) AT 90 DEGREES TO PICK HOLE AND INSTALL 3/4" % 3/4" (20 x 20 mm) STAINLESS STEEL SOCKET - SET SCREWS WITH 3/8° (10 mm) RECESSED HEX HEAD. ALL THREADS SHALL BE N.C. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION LOCATION CARRIER PIPE I.D. STANDARD PLAN 36" (914 mm) MANHOLE FRAME MWD CROSSING AT NAPA STREET 42" R.C.P. (WALL TYPE 8: 633 -3 AND COVER (STA 63 +77) royal NINGS FOR 36" MANHOLE FRAME AND COVER NOT TO SCALE PIPE BEDDING ZONE W USE STANDARD PLAN NUMBER 120 OUTSIDE OF PIPE BEDDING ZONE N n TAI BACKFILL IN PIPE BEDDING ZONE AS DESCRIBED BELOW STEEL CASING SCHEDULE LOCATION CARRIER PIPE I.D. CASING PIPE NOMINAL DIAMETER WALL THICKNESS MWD CROSSING AT NAPA STREET 42" R.C.P. (WALL TYPE 8: PDM (BLACK) (STA 63 +77) 1700 D) 58" 0.812" (Jim) SCRRA R/W CROSSING AT 36" R.C.P. (WALL TYPE C: ® °) RAILROAD (STA 74 +40) CL V) 60" 0.875" Q MWD CROSSING N/0 R/R 36" R.C.P. (WALL TYPE B: © CARRIER PIPE PER PLAN. ROUT PORTAL � (LATERAL A -79) 1750 D) 52" 0.750° 0") PAYLINE WIDTH 'W' SHALL VARY BETWEEN 6" MIN. AND 24" MAX, EXCEPT BETWEEN STATIONS 57 +00 W AND 73 +30, WHERE 'W' SHALL BE A MAXIMUM OF 6 ". 6" MIN. BEDDING SAND SE>30 TRENCH REPAIR FOR MAIN LINE AND LATERALS PIPE BEDDING AND SHADING PER CITY OF RANCHO CUCAMONGA STD. DWG. NO, 341, TYPE 1 (MODIFIED HEREON) PIPE INSTALLATION SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC, 2009 ED.) SECTION 306 -1.2, AS MODIFIED HEREON. • SAND EQUIVALENCY (SE) TESTS SHALL BE PERFORMED ON TRENCH SPOILS AT AN INTERVAL NOT TO EXCEED 500 LF •• ALONG THE MAINLINE ALIGNMENT. IF SE OF IN -SITU TRENCH MATERIAL IS GREATER THAN 30, BACKFILL IN THE PIPE BEDDING ZONE SHALL CONSIST OF EXCAVATED TRENCH MATERIALS AND SHALL BE DENSIFIED IN CONFORMANCE WITH SSPWC SECTION 306 -1.3.3 (JETTING). •• IF SE OF IN -SITU TRENCH MATERIAL IS LESS THAN OR EQUAL TO 30 BUT GREATER THAN 15, PIPE BEDDING ZONE BACKFILL MATERIAL SHALL BE SELECT SPOILS WITH AN SE > 30 OR IMPORTED MATERIAL WITH AN SE > 30, AND SHALL BE DENSIFIED IN CONFORMANCE WITH SSPWC SECTION 306 -1.3.3 (JETTING). •• IF SE OF IN -SITU TRENCH MATERIAL IS LESS THAN OR EQUAL TO 15, PIPE ZONE BACKFILL MATERIAL SHALL BE TRENCH SPOILS AND SHALL BE MECHANICALLY COMPACTED IN CONFORMANCE WITH SSPWC SECTION 306- 1.3.2. * *BETWEEN STATIONS 57 +00 AND 73 +30, PAYLINE WIDTH 'W' (SEE ABOVE) SHALL BE A MAXIMUM OF 6 ", AND BACKFILL IN THE PIPE BEDDING ZONE DESCRIBED ABOVE SHALL BE MODIFIED AS FOLLOWS: IF SE OF IN -SITU TRENCH MATERIAL IS LESS THAN OR EQUAL TO 15, CONTROLLED LOW STRENGTH MATERIAL (CLSM) SHALL BE PLACED IN THE PIPE BEDDING ZONE IN CONFORMANCE WITH SSPWC SECTION 201 -6. TRENCH AND PAVING PARAMETERS WITHIN THE COUNTY OF SAN BERNARDINO (SEE SHEETS 3 -4) SHALL CONFORM TO THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS' GENERAL PERMIT CONDITIONS AND TRENCH SPECIFICATIONS, UPDATED NOVEMBER 2012. �WARNING TAPE© AE ASTM A500 GRADE A STEEL PER ABOVE ELEMENT OLTS NUTS PRESSURE PLATE PDM (BLACK) STEEL CASING SCHEDULE einforced Nylon Polymer ® PRESSURE FILL ANNULAR SPACE WITH a AIR BLOWN SAND. a a © CARRIER PIPE PER PLAN. ROUT PORTAL � DO STAINLESS STEEL CLAMP BANDS (GRADE (JACK AND BORE ONLY) 316) °_ d SKID`. EO 3' LONG 2 "x4" REDWOOD SKIDS FOR d EACH LENGTH OF PIPE, BEVELED AT BOTH ENDS AND STRAPPED IN PLACE 3' FROM EACH END OF PIPE. NOTCH SKID TO SEAT STRAP. 6p .00., 30.0- Sur p FO 3' LONG 4" MIN. WIDTH REDWOOD FLOAT BLOCK, BEVELED AND STRAPPED. © 3" WIDE GREEN DETECTABLE WARNING TAPE IMPRINTED WITH "CAUTION BURIED STORM CASING DETAIL DRAIN LINE" 18" ABOVE TOP OF CASING (OMIT IN JACK AND BORE INSTALLATION) NOT TO SCALE 2" STANDARD STEEL PIPE HALF COUPLING H ALL STEEL CASING PIPE JOINTS SHALL BE STEEL CONTINUOUSLY WELDED FULL CIRCUMFERENCE. I PERIPHERY OF CASING SHALL BE PRESSURED GROUTED. Gj LOWER GROUT CONNECTION HOLES (PORTALS) SPACED 20' ON CENTER IN 3 EACH ROW AND STAGGERED 10' SO AS TO OCCUR ON ALTERNATE SIDES. UPPER GROUT CONNECTION HOLES (PORTALS) 2" CAST IRON PLUG SPACED 8' ON AND T0 IN TYPICAL GROUT COUPLING STAGGERED 4' SO AS OCCUR ONW ALTERNATE SIDES OF CROWN. SEE ( LOWER CONFIGURATION SHOWN) GROUND COUPLING CONNECTION DETAIL, THIS SHEET. LINK -SEAL® MODULAR SEALS MANUFACTURED BY PIPELINE SEAL & INSULATOR, INC. HOUSTON, TEXAS, U.SA. TEL: 800 - 423 -2410 E -MAIL: INFOOPSIPSLCOM OR APPROVED EQUIVALENT_ NATIVE SI (JACK AND BO OPERATIONS) i NOTES BACKF (TRENCH' 1. CONTRACTOR SHALL COORDINATE WITH _ OPERATIOP SOUTHERN CALIFORNIA EDISON (SCE) TO --- ----- - - - - -- -------- - - - - -- DE- ENERGIZE EX. PUMP PRIOR TO ANY EX. CONCRETE METER BOX AND �R /W EXCAVATION OR DEMOLITION IN THE AREA. SWING CHECK VALVE TO BE SALVAGED TO THE CITY YARD EX. ELECTRICAL SERVICE CABINET TO BE SALVAGED TO (CONTACT PHILIP ORTEGA) THE CITY YARD (CONTACT PHILIP ORTEGA). SEE NOTE 1 EX. ELECTRIC TO BE SCE POLE # 2268080E ABANDONED IN PLACE % _ —�EX. 16 "G / — — --------------- - - - - -- 7"-— rt'f - -- EX. CURB OUTLET TO BE REMOVED O EX. AC BERM EX. ELECTRIC TO BE ABANDONED IN PLACE -- \--- - - - - -- EX. 2" PVC TO BE \ SLURRY - FILLED AND ABANDONED IN PLACE �1 PROPOSED 36" R.C.P. EX. 6' DIAMETER MANHOLE �� ETIWANDA AVENUE WITH SUBMERSIBLE PUMP TO BE REMOVED & REPLACED WITH TRANSITION STRUCTURE NO. 3 PER SHEET 6 (SEE NOTE 1). PUMP SHALL BE SALVAGED TO THE CITY YARD, CONTACT PHILIP ORTEGA. CB & C &G EX. 36" R.C.P. EX. YIN - - - - - - - - - - ----- - - - - -- 39" R.C.P. ALL IMPROVEMENTS SPECIFIED TO BE REMOVED HEREON FROM THE PUBLIC RIGHT -OF -WAY SHALL BE REPLACED WITH MATCHING ADJOINING IMPROVEMENTS PER CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS (P.C.C. CURB, GUTTER, SIDEWALK, ETC.) AS DIRECTED BY THE CITY ENGINEER. STORM DRAIN CONSTRUCTION \-EX. 6' DIAMETER MANHOLE (PROTECT IN PLACE) WITH TRASH PROTECTION BARRIER (REMOVE AND DISPOSE). JPSTREAM CONNECTION & DEMOLITION bASt tX(:tKF'I FKUM (;IIY UWU. NO. 1444 -U SHttl 13 -A (MWD SPECIFICATION NO. 1179 SHEET C -41A) NOT TO SCALE 10 -30-13 DATED Q TENT, MODEL EAL ELEMENT OLTS NUTS PRESSURE PLATE PDM (BLACK) inc Dichromate /Organic Coated Carbon Steel Bolt einforced Nylon Polymer Y� NO. C672M or COLT CASING SEALING DETAIL NOT TO SCALE CITY OF RANCHO CUCAMONGA Underground Service Alert MWD, DEMOLITION, & CASING DETAILS ,all: TOLL FIM ETIWANDA AVENUE STORM DRAIN 811 J EPH C. CALDWELL M WORIaMG DAYS KFORE You IM 6TH STREET TO ARROW ROUTE DRC2013 -00155 PM19448 ROW2013 -00701 DROVED BY- r cm- Y ENGINEER R,ME NI 53672 AED E R SIMMEW RTM7S 37M M cGPAY STREET AED �s_92 AS S CSATES FAX (9`✓1)7M-T2M ETH 2 OF $ Iwie 1a. 2335 —D i ±_ - -��G ®LSD - - -- - -- - - - i - r-Q100 HGL U'j 38.5' 50 +20.43 PRC 48" C= 5.00 EXISTING 48" CMP CULVERT S= 0.0125 to 54" 9'45'10" 20.43' m rn m N POTHOLED G6----. cn 120.00' 11'00'18" m> Y' > 50 +20.43 EX GR EL= 1092.37' 10 22 CONNECT TO EXISTING 90.00' 26'24'59" 1 41.49' 21.12' 51 +60.00 TOP DEPTH = 11.68' C4 w ° m 43.18' 22.01' r ^ c) t 2713'13" 42.76' a^ z No ? 56 +86.76 � STORM DRAIN (CITY OF °p m 21.78' 56 +86.76 57 +29.49 01 N ° ° R/W + o + ° + ° "t' v w o ° z � o T-51/ RANCHO CUCAMONGA $ =0.0125 _00 w C3 N 20 p z - o + w � o (o 0 N1'22'12 "E DWG. 1551 -D n C4 o 19 55 53 cn m o co o ^ 52 - - - - - - LO LA w m CUCAMONGA z w t- rn No ¢ rn No v ° o w a �° m v v, a rn o __ - .. - d rO N O - CD r_: N '__ N - Lci - -- _ / V V 00 �o + 1' O - ^' ^ ^ 0 + +^ �^ Sao d' °' 0! O LU O ^ r7 4 Q00 Qtb NO ° °> °> '~n� 18 18 a + Z + z + z HYDRAULIC Q4 18 HY R�>ULIC DATA -- HYDRAULIC DATA - - -1 -86� n `O u7 °D ;n ° _T6 Q100 = 181.2 CFS - - 4100', = 100.4 CFS - - t - Q100 �} 1044FFh5S c� m a r- ¢ r- ¢ r- V100 = 11.4 FPS V100 = 6.3 FPS = CD En 10 � I CONSTRUCT 54" R.C.P. 1 CONSTRUCT 54" R.C.P. 1 CONSTRUCT 54" R.C.P. (2 )CONSTRUCT 42" R.C.P. CONSTRUCT 42" R.C.P. 495.34 L.F. (1700 D) 127.16 L.F. (1700 D) 262.67 L.F. (1700 D) 77.66 L.F. (3750 D) " 97.67 L.F. 1700 D SCALE: 1 ) HORIZ. =40' 50 +00 51 +00 52 +00 53 +00 54 +00 55 +00 56 +00 57 +00 58 +00 59 +00 60 +00 60 +80 PROFILE W I w CONSTRUCTION NOTES: O INSTALL 54" DIAMETER R.C.P. STORM DRAIN, D -LOAD PER PLAN. O INSTALL 42" DIAMETER R.C.P. STORM DRAIN, D -LOAD PER PLAN. O INSTALL 48" DIAMETER R.C.P. STORM DRAIN, D -LOAD PER PLAN. O REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING STORM DRAIN. 10 POTHOLE TO VERIFY LOCATION AND ELEVATION PRIOR TO STORM DRAIN CONSTRUCTION. 16 CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. 18 CONSTRUCT TRANSITION STRUCTURE NO. 3. PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 336. 19 CONSTRUCT P.C.C. COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 329. 20 CONSTRUCT SUPPORT FOR CONDUITS CROSSING TRENCHES PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 339. PLAN �A= 38.5' 50 +20.43 PRC 48" C= 5.00 EXISTING 48" CMP CULVERT 54" to 54" 9'45'10" 20.43' 10.24' 50 +00.00 POTHOLED G6----. cv 120.00' 11'00'18" 23.05' 11.56' 50 +20.43 EX GR EL= 1092.37' C3 90.00' 26'24'59" 1 41.49' 21.12' 51 +60.00 TOP DEPTH = 11.68' C4 w ° m 43.18' 22.01' STA 54 +00 = LAT -A54 STA 5 +00. 52 +44.68 c) 90.00' 2713'13" 42.76' 21.79' SEE PROFILE, SHEET 7. 56 +86.76 � °d° °p m 21.78' 56 +86.76 57 +29.49 01 o ° ° R/W Q_ + `o + "t' v w z � o T-51/ �n _m _00 C2 C3 N 20 5 1 p - - - .n + w o N1'22'12 "E n C4 o 19 55 53 cn 221 20 52 - - - - - - LO LA CITY OF RANCHO CUCAMONGA FD. 0320 - - "E 25 (TYP.) COUNTY OF SAN BERNARDINO NO'17'47 :723 CONSTRUCTION NOTES: O INSTALL 54" DIAMETER R.C.P. STORM DRAIN, D -LOAD PER PLAN. O INSTALL 42" DIAMETER R.C.P. STORM DRAIN, D -LOAD PER PLAN. O INSTALL 48" DIAMETER R.C.P. STORM DRAIN, D -LOAD PER PLAN. O REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING STORM DRAIN. 10 POTHOLE TO VERIFY LOCATION AND ELEVATION PRIOR TO STORM DRAIN CONSTRUCTION. 16 CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. 18 CONSTRUCT TRANSITION STRUCTURE NO. 3. PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 336. 19 CONSTRUCT P.C.C. COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 329. 20 CONSTRUCT SUPPORT FOR CONDUITS CROSSING TRENCHES PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 339. PLAN �A= 38.5' 8= 48" C= 5.00 Dj= 54" D2= 54" 22 REMOVE AND DISPOSE OF EXISTING BULKHEAD. 23 PLUG DOWNSTREAM END AND FILL ABANDONED PIPE WITH CONTROLLED LOW STRENGTH MATERIAL (CLSM) @ 1/4 SACK MIN. 24 INSTALL 36" MANHOLE FRAME AND COVER PER SPPWC STD. DWG. NO. 633 -3 (SEE SHEET 2) AND 36" SHAFT WITHOUT REDUCER PER SPPWC STD. DWG. N0. 326 -2 (SEE SHEET 8). 25 REPLACE EXISTING PAVEMENT AND AGGREGATE BASE AFFECTED BY STORM DRAIN CONSTRUCTION IN LIKE AND KIND PER STD. DWG. 120 AS MODIFIED BY TRENCH DETAIL ON SHEET 2. OVERLAY ENTIRE TRAVELED LANE WIDTH WHEN REQUIRED BY STD. DWG. 120. NOTE: INCORPORATION LIMITS FOR THE CITY OF RANCHO CUCAMONGA ARE: N/0 4TH ST. q, W/O ETIWANDA AVE. CL BETWEEN 4TH ST. AND NAPA ST., & N/0 NAPA ST. R /W. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE COUNTY OF SAN BERNARDINO FOR ALL WORK OUTSIDE CITY LIMITS. A= N /A' B= N /A" C= 5.51' D1= 42" D2= 54" O) NO'18'35' EX. EP 5 - + C5 5� L ETIWANDA AVENUE N- 20 C6 ROAD ESMT (S.B. -CO) POTHOLED G36 EX GR EL= 1099.56' TOP DEPTH = 5.66' Curve Table Curve # Radius Delta Length Tangent Start Point End Point C1 120.00' 9'45'10" 20.43' 10.24' 50 +00.00 50 +20.43 C2 120.00' 11'00'18" 23.05' 11.56' 50 +20.43 50 +43.48 C3 90.00' 26'24'59" 1 41.49' 21.12' 51 +60.00 52 +01.49 C4 90.00' 27'29'24" 43.18' 22.01' 52 +01.49 52 +44.68 C5 90.00' 2713'13" 42.76' 21.79' 56 +44.00 56 +86.76 C6 90.00' 2712'25" 4234' 21.78' 56 +86.76 57 +29.49 THE CONTRACTOR IS REQUIRED TO NOTIFY THE SOUTHERN CALIFORNIA GAS COMPANY AT (951) 845 -0712 TWO WORKING DAYS (MONDAY- FRIDAY) PRIOR TO ANY WORK WITHIN 10' OF GAS FACILITIES 12" AND LARGER NO EXCAVATION WITHIN 10' OF THESE GAS FACILITIES SHALL BE PERFORMED WITHOUT THE PRESENCE OF A GAS COMPANY AGENT ON SITE. 1l7'SO'li DATED COUNTY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS I10mmem 1 m 8w Na STORM DRAIN W. 067239 cam% f OF chop C. CALDWELL >. jm w R/W G36 SA) SIA 59 +00 EX GR EL= 1101.15 POTHOLED G36 TOP DEPTH = EX GR EL= 1102.91' TOP DEPTH = 5.48' 0 40 80 Feet Underground Service Alert r � Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG LEI Z J U O O O CO O (0 Z O CITY OF RANCHO CUCAMONGA�.J PLAN AND PROFILE ETIWANDA AVENUE STORM DRAIN 6TH STREET TO ARROW ROUTE DRC2013 -00155 PM19448 ROW2013 -00701 PROVED BY: BATE VY ENGINEER RAE N0. 53672 moo AED wm A L 8 E R T A. amwmm mGN51Kum 8iE'ET 3768 A&CR4Y SIREN RIPERS/D£ CA. 92506 AED PR (951) 686 -1070 3 OF *,E8 ASSOCIATES FAX(951)788 -1256 pyMpNO, ETH 2335 -D HORIZ. SCALE: 1"=40' LLJ Z J 2 Q • • Fli �•J L� 00 L6 M tD -� °�� Mom womMm m ad 0 61 +00 Q1001, = 100.4 CFS V1001 = 16.6 FPS )CONSTRUCT 42" R.C.P. 280100 L.F. (3750 D) 62 +00 CONSTRUCT 42" R.C.P. 37.70 L.F. 3750 D 63 +00 64 +00 POTHOLED W152 EX GR EL= 1107.27' - - - - TOP DEPTH= 10.84' CITY OF RANCHO CUCAMONGA 6 - 62 ETIWANDA AVENUE 7N0'18' CONSTRUCTION NOTES: 20 INSTALL 42" DIAMETER R.C.P. STORM DRAIN, D -LOAD PER PLAN. O3 INSTALL 36" DIAMETER R.C.P. STORM DRAIN, D -LOAD PER PLAN. n INSTALL 58" NOMINAL DIAMETER BY 0.812" MINIMUM WALL THICKNESS J STEEL CASING PIPE PER DETAILS ON SHEET 2. 10 POTHOLE TO VERIFY LOCATION AND ELEVATION PRIOR TO STORM DRAIN CONSTRUCTION. 16 CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. 18 CONSTRUCT TRANSITION STRUCTURE NO. 3. PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 336. 20 CONSTRUCT SUPPORT FOR CONDUITS CROSSING TRENCHES PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 339. REPLACE EXISTING PAVEMENT AND AGGREGATE BASE AFFECTED BY STORM 25 DRAIN CONSTRUCTION IN LIKE AND KIND PER STD. DWG. 120 AS MODIFIED BY TRENCH DETAIL ON SHEET 2. OVERLAY ENTIRE TRAVELED LANE WIDTH WHEN REQUIRED BY STD. DWG. 120. w w Of a ¢I z o I� z z 0 0 a! g Z a Qf W m U z o v� U Z z o O U of of �o z CIO O z O U O 0 3 c� " 65 +00 69+63.57 BC - - : 1102.19 ;= DODSD - __. - -- 69 +84 04� 11 6160 EC 666 +29.50 BC 6 +. 1100.01 LO 1100.17 °n 0 � Delta Length Q 69 p C7 ° M ° 4.01' 66 +29.50 66 +37.50 C8 + 20'24'30" + 8.10' 66 +37.50 66 +53,53 C9 45.00 m 8.07' to 66 +53.53 "ONSTRUCTI 42" R.C.P. 395.33 L.F, (3750 D) 66 +00 PROFILE ESMT 16 MH SHAFT SHALL BE REINFORCED CONCRETE PIPE WITH CIRCULAR CAGE AND A MINIMUM STRENGTH OF 3750 D. PLAIN CONCRETE SHAFT SHALL NOT BE ALLOWED. HYDRAULIC DATA 0100 = 100.4 V100 = 10.4 POTHOLED G36J EX GR EL= 1108.84' CITY OF RANCHO CUCAMONGA TOP DEPTH = 5.67' POTHOLE G361 SO STA 66 +50 EX GR EL= 1110.64 TOP DEPTH ESMT POTHOLE G36 SD STA 63 +50 EX GR EL= 1106.53 TOP DEPTH P LAN THE CONTRACTOR IS REQUIRED TO NOTIFY MR. DANIEL FLORES OF THE METROPOLITAN WATER DISTRICT (MWD) WATER SYSTEM OPERATIONS GROUP AT (909) 392 -5137 OR (909) 532 -6494 AT LEAST TWO WORKING DAYS (MONDAY - THURSDAY) PRIOR TO COMMENCING ANY WORK IN THE VICINITY OF MWD FACILITIES. SEE ADDITIONAL MWD REQUIREMENTS ON SHEET 2. THE CONTRACTOR IS REQUIRED TO NOTIFY THE SOUTHERN CALIFORNIA GAS COMPANY AT (951) 845 -0712 TWO WORKING DAYS (MONDAY- FRIDAY) PRIOR TO ANY WORK WITHIN 10' OF GAS FACILITIES 12" AND LARGER. NO EXCAVATION WITHIN 10' OF THESE GAS FACILITIES SHALL BE PERFORMED WITHOUT THE PRESENCE OF A GAS COMPANY AGENT ON SITE. 67 +00 )-15' 26;E ;ONSTRUCT 42" R.C.P. 156.67 L.F. (3750 D) 69 +00 HYDRAULIC DATA Q100 = 100.4 CFS V100 = 14.2 FPS 3)CONSTRUCT 36" R.C.P, 234.10 L.F. (3756 D) 70 +00 71 +00 16 MH SHAFT SHALL BE REINFORCED CONCRETE PIPE WITH CIRCULAR CAGE AND A MINIMUM STRENGTH OF 3750 D. PLAIN CONCRETE SHAFT SHALL NOT BE ALLOWED. rn Curve # Radius Delta Length Tangent 69 w POTHOLED G36 EX GR EL= 1112.51' PROTECT EXISTING GAS TOP DEPTH = 6.56' VALVE IN PLACE ROAD ESMT (CITY Curve Table Curve # Radius Delta Length Tangent Start Point End Point C7 45.00' 10'11'09" 8.00' 4.01' 66 +29.50 66 +37.50 C8 45.00' 20'24'30" 16.03' 8.10' 66 +37.50 66 +53,53 C9 45.00 10'16'30" 8.07' 4.05' 66 +53.53 66 +61.60 C10 90.00' 6'39'53" 10.47' 5.24' 69 +63.57 69+74.04 C11 90.00' 6'30'33" 10.22' 5.12' 69 +74.04 69 +84.27 70 STORM DRAIN TRANSITION STRUCTURE t A= N /A' B= N /A" C= 4.57' Dj= 36" D2= 42" G36 SO STA 69 +50 EX GR EL= 1114.73 72 +00 MH SHAFT SHALL BE REINFORCED CONCRETE PIPE WITH CIRCULAR CAGE AND A MINIMUM STRENGTH OF 3750 D. PLAIN CONCRETE SHAFT SHALL NOT BE ALLOWED. NO'O6'05 "E� TOP DEPTH = 0 40 80 Feet R/W ;ONSTRUCT 36" R.C.P. 97.67 L.F. (1750 D) 0 a 73 +00 n ii w 0 O 0 O t\ Z O H N CITY OF RANCHO CUCAMONGA Underground Service Alert PLAN AND PROFILE CS • f ��� Ef ° , Call: TOLL FREE ETIWANDA AVENUE STORM DRAIN 811 6TH STREET TO ARROW ROUTE DRC2013 -00155 PM 19448 ROW2013 -00701 APPROVED BY: I /. TWO WORKING DAYS BEFORE YOU DIG CITY ENGINEER R.C.E, N0. 53672 DATED JMEPO C. CALDWELL COUNTY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS AED REDOmmomm BF A LB E R T A. aN6B1•Z7PANC aWWAM5 BFEfT 5788 AkCMY VR£ET RNERSID£ C4. 92506 AED J R (951) 686 -1070 4 aF E MLAke A S S O C C I A T E S FAX (951) 788 -1256 ORI76 ND. � Rtv�aN uaE Arm ETH 2335 -D ................. 40 4w 40 40 �*i9iff:111okloirl mm A" [A A= 90.06 R� 24 40 4w Z O 11+02.03 HORIZ. SCALE: 1'" =40' VFRT- SCALE: L=L. 84 +50 w i� U EG0(�SD — HYDRAULIC DATA Q100 = 26.1 vmn = _-8 -F (3 )CONSTRUCT 36' R.CJP. 247.67 L.F. (1750 ) 85 +00 86 +00 85 MWD E` "T 86 ETIWANDA AVENUE rn v STA 87 +00.00 = LAT -A87 & LAT -B87 STA 5 +00. (K)CONSTRUCT 4' STUB OUTS AND PLUG PIPE IN PLACE. SEE PROFILE, SHEET 7. CONSTRUCTION NOTES: O3 INSTALL 36" DIAMETER R.C.P. STORM DRAIN, D -LOAD PER PLAN. © INSTALL 24" DIAMETER R.C.P. STORM DRAIN, CLASS IV - 2000 D. POTHOLE TO VERIFY LOCATION AND ELEVATION PRIOR TO STORM DRAIN 10 CONSTRUCTION. 16 CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. 18 CONSTRUCT TRANSITION STRUCTURE NO. 3. PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 336. REPLACE EXISTING PAVEMENT AND AGGREGATE BASE AFFECTED BY STORM DRAIN OCONSTRUCTION IN LIKE AND KIND PER STD. DWG. 120 AS MODIFIED BY TRENCH 25 DETAIL ON SHEET 2. OVERLAY ENTIRE TRAVELED LANE WIDTH WHEN REQUIRED BY STD. DWG. 120. 27 SEE CONNECTION TO EXISTING STORM DRAIN AND REMOVAL /DEMOLITION OF EXISTING INTERIM IMPROVEMENTS ON SHEET 2. 28 CONSTRUCT CONCRETE BULKHEAD PER DETAIL 1 ON SHEET 7. 24" RCP - LAT -A87 -887 PROFILE, SHEET 7. :: m( CONSTRUCTI36" R.C.P. 395.34 L.P, (1750 D) 89 +00 FD. 10225 90 +00 PROFILE SANITARY SEWER MANHOLE (TYP.) 91 +00 92 +00 EXISTING W144" MWD HYDRAULIC DATA Q 100 = 22.2 CFS V100 = 7.1 FPS 30NSTRUCTI 36" R.C.P. 395.33 L. F, (1750 D) 93 +00 CONSTRUCT 36" R.C.P. 94 +00 FD. 70224 28 i6 3 89 90 91 92 STORM DRAIN mm 95 +00 v io v_ 93 -94 — -95 i o 3 " v o� 0 25 (TYP.) — THE CONTRACTOR IS REQUIRED TO NOTIFY MR. DANIEL FLORES OF THE METROPOLITAN WATER DISTRICT (MWD) WATER SYSTEM OPERATIONS GROUP AT (909) 392 -5137 OR (909) 532 -6494 AT LEAST TWO WORKING DAYS (MONDAY- THURSDAY) PRIOR TO COMMENCING ANY WORK IN THE VICINITY OF MWD FACILITIES. SEE ADDITIONAL MWD REQUIREMENTS ON SHEET 2. THE CONTRACTOR IS REQUIRED TO NOTIFY THE SOUTHERN CALIFORNIA GAS COMPANY AT (951) 845 -0712 TWO WORKING DAYS (MONDAY- FRIDAY) PRIOR TO ANY WORK WITHIN 10' OF GAS FACILITIES 12" AND LARGER. NO EXCAVATION WITHIN 10' OF THESE GAS FACILITIES SHALL BE PERFORMED WITHOUT THE PRESENCE OF A GAS COMPANY AGENT ON SITE. HO. 067238 e a auk �ilWLVEZr& Underground Service Alert f ° Call: TOLL FREE all TWO WORKING DAYS KFORE YOU DIG CONFECT TO EXISTING STORM 10 27 DRAIN (CITY OF RANCHO CUC/ MONGA DWG. 1444 -D. SEE DETAILS ON SHEET 2. f 95 +62 I 27 FD. 10221 FD. 10222- xrFD. 1025 ( 10 95 +63.80 END Of PROJECT — 18 D 0 K 30 K K Q c-4i 1 m N CITY OF RANCHO CUCAMONGA PLAN AND PROFILE ETIWANDA AVENUE STORM DRAIN s 6TH STREET TO ARROW ROUTE DRC2013 -00155 PM19448 ROW2013 -00701 APPROVED 8Y: CITY ENGINEER R.C,E N0. 53672 x3ma N L 0 AED `= pry i A LB E R T A. 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STORM DRAIN, d- Lt}�►D PAR PLAN. �}�� t[�- 66 10 5 5�b6 22 1 t J ! I#'�IJ 1 * 6�p��� R.�r.F�. � tiT:i"V.�y �'""'E��� F`C� \.J �� . �• R.C.P. �, � _ � D. SAT �- HNUFILE 15 s 506 IAT-B75 P t F1 l�E . I ­ .11 I 10 f 6A REMOVE AND DISPOSE OF tNTERFE,R,ING PORTIONS OF EXISTING STORM DRAIN. i .1 I - -- .01-w� SEE SHEET f FOR PLUG LOCATION �� I T � - 1 2" CLEAR VERT) (@ POTHOLE TO VERIFY LOCATION AND ELEVATION PRIOR TO STORM DRAIN CONSTRUCTION. 1 1130 10 5 506 (�)3(0 D/S END 'OF CUL I 1 1130 1 - - I � ­ I ­ ­ - - � � 1 72 1 24 0-0 113:t� �E. t _ 19 1 3 t Ct�+ISTl�1JC� � STRUCTURE 3. PER CITY C?F' C 5`�'E}. 3.3fi. �� � 15 5 606 1 11 ­­­ ­1; I ___ EX. " R.C.P. SQ EX. 3�" �t.G.P. Sn a _... ---.- 19 Ca�1STl�T P.C.C. Ct}LI�R F it CIT'`f C}F' I ii CUC C}�i SiU. tom. Pte. 329. ,� � ,� , I'll _ PER CITY [}ice 1 �'SS � _ � � PER CITY DWG 1756 - _ _ � = -. =_ � _ � CQiSTR't�Ci �E1PP{?�T Ftt Ct��iS CSSi TRENF#�� F"�R CI�'1f t?f RF�t� CU�QA�G�► STD. 1. = _ � � .� � � :� . �. ���. � � �� - _ `" :� _ _ ` __ � � �o �� � o s sus �s DETAIL 11 1120 _ _ 112(? 2 PLt1G EPI[� '3 btu. i�F'E I f�'H Ct�A�Ti�t D ltd TRH GfiM I i 15 6 6�6 11 �CLS�) I� 1 /� 5K 1M. S.0".1.377 6 SS36 � � lt�5�`1�E. {}" �A EfER BY t3.7 "tint t��k.L �KME�S S`TE�L C�S#P�G F� PER 5 5 "i "I 11-11 5.18 L.F _. - �� 1-1 . DETAILS UW SHEET 2. �: S�� Cf Pi��"f' i i(} E�ClSTtP S`� t CAM Q R��,� f Ia JT�1d t�F' t5"t1 I EI uI 1 11 {� 1 11(3 84 � � 5 fi�6 8 1110 �� 111 � � �- _ i�E��E 11 18 � � �7 I�A�'Ra�hil�5 C}PI HE�""'I` 2. � 11 15 6 6i ­­- ­­1 � I 11 1-1 ­ I I � " - I— � ­111-111- 1­1­11-11--­11- I , - W:: 1 Ci �� �C I T�'U T C GR ���tH #' R T � � ( SHEET 7. „� � i . Ct��E'f� SHALL { CLASS ' ._ 5 5 ��6 ,�, ,m Y 2 . !l�F(� STEEL SF CENTERED IN BULKHEAD EXCEPT `t c� •- /� Q ('`'� Qt��]' �y(� g�} 1 D 6 29 c� � /� ._... - 1€� rte. "�`� Gf��14� THAN ��r ". VERTICAL "�1" BARS SHALL BE PLACED A�` 2" CLEAR 11-11.11 +00 i � � 'I 0 C6 + " w + , 5+00 � 5 +� 1 5 1 � FROM THE INSIDE FACE OF THE BULKHEAD. HORIZONTAL "A'* BARS SHALL BE 5+ 15 .� � .� = .� � ca ac s c� I FACE c� eu�H ► DETAIL Wv- � � s s sus t4f", .- . ,� � � �c� � � �t� � ups SHALL WOVEN s�rEE�. CABLE v�rH THE SAME MINIMUM DIAMETER (d) As �A • 11 3.: � ?Z* I - r sus T o � s �i mss. c� �r» � ��o�r . "�" e� cc � �c� PORTION OF to 8 1 1 �' _ � � s � C� u v AN APPROVED urs �ra�r � �r� e�c�".0 �c rm*N t; %� Wvwwo � - 11 11 I I'll I e­ I - I � � "I I I 1-1 I- 11 � ­� � - -111, 1160 1 � 1160 - I - 11 I 11 I - -1 I I 11 I I I I I I ­ --- I - - I ­ I ''I I I I - ­ j 11 I 11 ­ � 11 LET --- ,g 1 HR B I L E C� ETA I L. 1 p 11-1 11 ". � � I * I I TT ----A � P � �I �E „ .��. 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Irl ­ � I I ­ - -11 1''.." % I -- I 11 1­11 Z11.1 � AEQ 7 I I & 8 � I I I I ­ e' - r I ­1 r -1 I I'll - ,, r � I rr 'Ir -1 . I I �- 11 � r I � - r1r I- ­11 1,11, 1­11-11'r- I l .1-11 ­­ I I � ­ %-.I- r ­1 11 I— % I - 11 � - I I ­ 11�- � ­ 11 - I � Irl - I � I r - ­ � ­ r 11 I I �­ - 1. r -rr I . -1- I 11-11, I - - � I %­­ I ­ - % - I I Vii,? - trr� � I I - r ­ -, - I - - I I ­ I - - -- 11 - I I I - - - I � I � I I I I'll, "I ­­­­ "I I'll I � - I % r � I % ­ . - -lr% , '' . I % ­ % 11 - I ; . I � . I --- -- 5 S S 0 C I A TE , 7w- tim ­ - � %11 I % I - I I 11 I I ­r I- I I . I % F" (05 1) --m-6 AM (N I . I'll o 5+00 5 x � I 5+00 5-+-1$ � 5+07 J �` �J-#- �J7 � ,� +� rl ETH 2335 --0 CN ABOUT 1/2" (13 mm) N x Y (25 mm) LONG CAP SCREW WITH WASHER AND GASKET '5SEE N01EO3 AE AIL HEREON) E "12" E 18 9 mm as E A: SEE EYEBOI T O DETAIL HEREON 0 2A%8' (54 mml WDE (MNJ) n GASKET (SEE NOTE 6) -p� .T- 41/4° (1022 MR) p E.,TION ZZ MANHOLE WALL (CONCRETE. MANHOI E FRAME AND COVER MORTAR, OR OTHER MATERIAL (SEE NOTE 8) ACHINE INIFHEC URFACE RILL AN C 1THREAOS'TSPICAL PRESSURE PI_ -ATE DETAIL OF FRAME mm NC. k i (2$ mm) ONC CAP 5C EW TYP 1 113 mm) N G NUT TYPICAI. A. -- 1/2" (13 mm) ANCHOR. 8;11 200 mm LONG TCAL IFICAL (SEE NOTE 4) /B i °mm) -D /PoLL AND TAP FOR 2 mm TMREADSmTYPICAL 13 R'm 3/8" 10 mm) STEEI- (SEE NOTE 4) PRESSURE PATE (SEE NOTES 3 AND 6) 30 Typ 1/2" 13 mm) CIA 2' FU1 r m) DIA WASHER (SEE NOTE 6) __ 1 /uT 13 Imm; KC. DETAIL OF B01_ T HOLE 1/4" (6 mm) MINIMUM N SPACING IN FRAME EYEBOLT DETAIL (2 REQUIRED) I.. NOTES: 1. EXCEPT AS OTHERWISE INDICATED, THE MANHOI E FRAME AND COVER SHALL CONFORM TO SPPWC 632, 30" (762 mm) MANHOLE FRAME AND COVER. 2 THE PRESSURE PLATE SHALL BE STEEI- CONFORMING TO ASTM A36 (A 36M) AND SHAI I BE GALVANI7ED AFTER FABRICATION, BUT BEFORE INSTALLATION OF SCREWS AND BOI TS. 3. CAP SCREWS AND EYEHOITS, INCLUDING WASHERS AND NUTS ATTACHED THERETO, SHALL BE FABRICATED FROM ANY SERIES 300 STAINI ESS STEEI 4. ALL HOLES IN CAST IRON SHALL BE DRILLED AFTER CASTING, OR PLUGGED PRIOR TO CASTING. THEY SHALL NOT BE PUNCHED. 5. ALL IRON CASTING SHALL RECEIVE AN ASPHALTIC COATING AFTER FABRICATION. G. GASKET MATERIAL SHALL BE 1/16" (2 mm) THICK NEOPRENE RUBBER. PRESSURE PLATE GASKET SHALL BE 2' -7 1/4" (794 mm) O.D. 7. ALL NUTS AND BOLTS SHAT I RE TIGHTENED TO A MINIMUM TORQUE OF 25 FOOT- POUNDS (34 NFL). 8. FRAME SHALL BE SET ON 112" (13 mm) THICK MINIMUM WET MORTAR BASE, CLASS °B" MORTAR. 9. MANHOLE FRAME AND COVER AND PRESSURE PLATE ASSEMBLY SHALL RE TESTED FOR ACCURATE FIT PRIOR TO DELIVERY TO JOBSITE AND MARKED IN SETS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MANHOLE FRAME AND COVER 211 -2 PRESSURE TYPE GROUND SURFACE e 24" 1 ..o FOO mm) DII:), , BRICK MANHOLE SHAFT 211 GROUND SURFACE BOLT (TYP) 30" I M c (750 rnm) DIAL MORTAR A. (SEE NOTE 3) A PRECAST CONCRETE CONE (300 mm) MIN SECTION A -A DETAIL B NOTES: 1, ANCHOR SYSTEM DESIGNED FOR LESS THAN 10' (3 m) OF HEAD. 2. MINIMUM EMBEDMENT OF 1/2" (13 mm) 0 ANCHOR BOLT WITH HEAD SHALL BE 5" (130 mm). Z. SET CONCRETE ANCHOR ON WET, CLASS "B" MORTAR ON TOP OF BRICK MANHOLE SHAFT OR PRECAST CONCRETE CONE. 4. UNLESS OTHERWISE NOTED, 1/2" (13 mm) 0 ANCHOR BOLTS AND NUTS ARE REQUIRED AND SHALL BE FABRICATED FROM ANY SERIES 300 STAINLESS STEEL. 5, NUTS ON ANCHOR BOLTS SHALL BE TIGHTENED TO A MINIMUM TORQUE OF 25 FOOT- POUNDS '.'34 NFO). STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN ANCHOR SYSTEM FOR 212-2 PRESSURE 'OVER PROVIDE SPPWC STANDARD DRAWING`. FOR PRESSURE MANHOLES NOT TO SCALE SCRRA GENERAL NOTES: 1. SCRRA IS NOT A MEMBER OF "DIGALERT ". THE CONTRACTOR SHALL CALL SCRRA'S SIGNAL DEPARTMENT AT (909) 859 -4100 A MINIMUM OF FIVE DAYS PRIOR TO BEGINNING CONSTRUCTION TO MARK SIGNAL AND COMMUNICATION CABLES AND CONDUITS. TO ASSURE CABLES AND CONDUITS HAVE BEEN MARKED, NO WORK MAY PROCEED UNTIL YOU HAVE BEEN APPROVED WITH AN SCRRA DIG ALERT NUMBER. IN CASE OF SIGNAL EMERGENCIES OR GRADE CROSSING PROBLEMS, THE CONTRACTOR SHALL CALL SCRRA'S 24 -HOUR SIGNAL EMERGENCY NUMBER (1- 888 - 446 - 9721). 2. "PLEASE CONTACT SCRRA'S CONSULTANT /CONTRACTOR AT (714) 920 -9037 TO ARRANGE FOR FLAGGING SERVICES. FLAGGING SERVICE SCRRA'S SAFETY DEPARTMENT FOR THE NECESSARY SAFETY TRAINING MINIMUM OF FIFTEEN WORKING DAYS PRIOR TO BEGINNING OF WORK. PRIOR NOTIFICATION OF SAFETY PROTECTION DOES NOT GUARANTEE THE AVAILABILITY OF PROTECTIVE SERVICES FOR THE PROPOSED DATE OF WORK" 3.THE APPLICANT AND /OR THE CONTRACTOR SHALL FOLLOW SCRRA "RIGHT -OF -WAY ENCROACHMENT APPROVAL PROCEDURES" (SCRRA FORM 36). 4.THE APPLICANT AND /OR THE CONTRACTOR SHALL FOLLOW SCRRA RULES AND REGULATIONS, ADDRESSED IN "RULES AND REQUIREMENTS FOR CONSTRUCTION ON RAILWAY PROPERTY" (SCRRA FORM 37). 5.THE PIPELINE CROSSING CONSTRUCTION WILL BE DONE AS PER SCRRA ENGINEERING STANDARD ES5001 ". (SEE THIS SHEET). 6.THE BORING, TUNNELING OR JACKING OPERATION SHALL BE PROGRESSED ON A 24 -HOUR BASIS WITHOUT STOPPAGE WHEN CASING IS 20 FEET FROM THE CENTERLINE OF THE NEAREST TRACK ". 7. CONSTRUCTION AT THE RAIL ROAD RIGHT -OF -WAY, THE CONTRACTOR SHALL SUBMIT A DETAILED PROJECT SCHEDULE WITHIN AND NEAR THE RAIL ROAD RIGHT -OF -WAY AREA TO SCRRA WHERE FLAGGING IS NEEDED TO VERIFY THAT THE SCHEDULE ACCOUNTS FOR TRAIN OPERATIONS. FOR SAFETY REASON MINIMIZE ACTIVITIES DURING TRAIN OPERATIONS (E.G. PERFORM WORK AT NIGHT OR WEEKENDS). 8. SCRRA REQUIRES CONTRACTORS SURVEY CREW TO PROVIDE RAIL ELEVATIONS PRIOR TO BORING UNDER THE TRACKS (48" 0 OR GREATER PIPES) AND EVERY 2 -3 HOURS DURING THE INITIAL JACKING OF THE PIPE UNDER THE RAILROAD TRACKS TO MONITOR AND DETECT ANY TRACK MOVEMENT. MOVEMENTS OVER 9" VERTICALLY SHALL BE IMMEDIATELY REPORTED TO SCRRA IF THERE IS ANY MOVEMENT SCRRA WILL SURFACE THE TRACK AT LICENSEE AND /OR INSTALLERS' COST. 9. SITE SPECIFIC TRAFFIC CONTROL PLANS PER SCRRA ENGINEERING STANDARD ES4301 WITHIN THE VICINITY OR THE RAIL ROAD TRACK SHALL BE SUBMITTED TO SCRRA FOR APPROVAL PRIOR TO CONSTRUCTION. 10. CONTRACTOR TO PERFORM THE FOLLOWING TASKS IN ORDER TO OBTAIN AN ENCROACHMENT /RIGHT OF ENTRY AGREEMENT FROM SCRRA: (1) OBTAIN TEMPORARY RIGHT OF ENTRY AGREEMENT (FORM 6) FROM SCRRA; (2) PROVIDE INSURANCE CERTIFICATES AS DESCRIBED IN THE TEMPORARY RIGHT -OF -ENTRY AGREEMENT, SCRRA FORM 6; (3) PREPARE AND PROVIDE A SITE SPECIFIC WORK PLAN (SSWP) PER SCRRA REQUIREMENTS AND FOR SCRRA APPROVAL; (4) PREPARE TEMPORARY TRAFFIC CONTROL PLANS FOR SCRRA REVIEW AND APPROVAL; (5) DEPOSIT FEES FOR SIGNAL COMMUNCIATION, CABLE LOCATIONS, SAFETY TRAINING, AND FLAGGING SERVICES. 11. CONTRACTOR SHALL PERFORM THE FOLLOWING ACTIVITIES PRIOR TO CONSTRUCTION: (1) OBTAIN SCRRA SAFETY TRAINING; (2) OBTAIN SCRRA DIG NUMBER; (3) ENSURE SCRRA CABLE & COMMUNCIATION ARE LOCATED; (4) OBTAIN FLAGGING SERVICES FROM SCRRA. COLLAR, CLASS C MORTAR 40° FINISHED GRADE OR SPECIFIED ELEVATION VERTICAL SECTION OF SPECIAL MANHOLE SHAFT WITH GRADE RING RISERS E E t 5" (125 n 5" 80 mm ANY STANDAkO PIPE END 2" MI 5 "%2° PIPE SEAT (1)5 mm % 50 MR �I 1 s" MIT) MANHOLE NO OVER WC 633 CLASS C NOTE 3 CLASS C MORTAR 5" 125 mm) VERTICAL SECTION OF SPECIAL. MANHOLE SHAFT WITH REINFORCED CONCRETE PIPE �JI REMOVE INTERFERING MANHOLE SHAFT PORTION OF TONGUE J- PROVIDE 0.250" (I /4 ") 44" & 46" 0.656, MORTAR �� 48" 0 -688" 1 SEAT FOR GRADE RING 0.312" ( Y,('9 /A 80 mm 0.719" ( 231'1 36" (900 mm) MH RCP 0344" (I %3z' ") 52" 0.750` ! Y4 DETAIL "A" 0.375' ( 3/e' ") NOTES 1. UNLESS OTHERWISE INDICATED THIS STRUCTURE SHALL. CONFORM TO ASTM C 478 ;ASTM C 478M). ALL STEEL SHALL TERMINATE 1 1/2" (40 mm) CLEAR OF CONCRETE SURFACES AND ALL CONCRETE SHALL BE PER SSPWC. 2 WHERE A 36" (900 mm) MANHOLE IS CONSTRUCTED WITH 36" (900 mm) MANHOLE RCP, THE RCP SECTION SHALL CONTAIN A CIRCULAR CAGE AND HAVE A LOAD CARRYING CAPACITY OF AT LEAST 1000D (50D). SPECIAL MANHOLE SHAFT SHALL BE PER THIS STANDARD AND 36" (900 mm) MANHOLE FRAME AND COVER SHALL BE PER SPPWC 633. 3. THE MANHOLE SHAFT AND RINGS MAY BE PLAIN CONCRETE. FOR PLAIN CONCRETE SECTIONS THE MINIMUM THICKNESS SHALL BE 6" '150 mm). 4. ALL JOINTS SHALL BE SEALED BY FILLING THE ANNULAR SPACES WITH CLASS C MORTAR. THE INSIDE OF THE SHAFT AT EACH JOINT SHALL BE WIPED CLEAN OF EXCESS MORTAR. 5. PROTECTIVE PLASTIC LINER (T LOCK) OR ENGINEER- APPROVED COATINGS WHERE REQUIRED BY THE PLANS SHALL BE IN ACCORDANCE WITH SSPWC AND THE MANUFACTURER'S DIRECTIONS. 6. STEPS SHALL CONFORM TO SPPWC 635 OR 636. THE TOP STEP SHALL BE PLACED 6" :150 mm) BENEATH THE MANHOLE COVER FRAME. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" (350 mm) TO 15" (375 mm) OC. 7. THE PRECAST CONCRETE MANHOLE STRUCTURES WILL BE INSPECTED BY THE ENGINEER WHO WILL INDICATE ACCEPTANCE FOR SHIPMENT TO THE JOB BY MARKING THE STRUCTURES WITH THE AGENCY'S STAMP. B. THE VERTICAL SIDES OF THE MANHOLE SHAFT SHALL BE LOCATED ABOVE AND IN LINE WITH THE SIDE OF THE STORM DRAIN CONDUIT. 9. CONSTRUCT MANHOLE SAFETY LEDGE PER SPPWC 330 IF DEPTH OF MANHOLE TO INVERT IS GREATER THAN 20' (6 m) AND MANHOLE SHAFT IS GREATER THAN 10' t, m). 10, THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 633 36" (900 mm) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MANHOLE SHAFT 326 -2 36 "(900 mm) WITHOUT REDUCER 14" & UNDER SPPWC STA NGS FOR 36" MANHOLE SHAFT WITHOUT REDUCER NOT TO SCALE 1. SCOPE PIPELINES INCLUDED UNDER THESE SPECIFICATIONS ARE THOSE INSTALLED TO CARRYSTEAM, WATER OR ANY NON- FLAMMABLE SUBSTANCE WHICH FROM ITS NATURE ORPRESSURE MIGHT CAUSE DAMAGE IF ESCAPING ON OR IN THE VICINITY OF SCRRA PROPERTY. ADDITIONAL PIPELINES COVERED UNDER THESE STANDARDS INCLUDE SMALL DIAMETER PIPES USED TO INSTALL OR PROTECT FIBER OPTIC SYSTEMS AND TELECOMMUNICATION LINES THESE STANDARDS SHALL BE USED IN CONJUNCTION WITH THE SCRRA DESIGN CRITERIA MANUAL, CHAPTER 9, UTILITIES, AND THE AREMA MANUAL. OF RAILWAY ENGINEERING CHAPTER 1, PART 5. 2. GENERAL REOUIREMENTS o- PIPELINES UNDER SCRRA TRACKS AND ACROSS SCRRA RIGHTS-Of WAY SHALL BE ENCASED IN A LARGER PIPE OR CONDUIT CALLED THE CASING PIPE AS INDICATED IN FIGURE I. EXCEPTION MAY BE GRANTED ON CASE BY CASE BASIS FOR NON PRESSURE PIPELINE. b. CASING PIPE AND NON CASED PIPELINES SHALL BE DESIGNED TO CARRY COOPER'S E-80 RAILROAD LIVE LOADING WITH DIESEL IMPACT FACTOR AS PER AREMA c, PIPELINES SHALL BE LOCATED, WHERE PRACTICABLE, TO CROSS TRACKS AT APPROXIMATELY RIGHT ANGLES BUT PREFERABLY AT NO LESS THAN 45 DEGREES AND SHALL NOT BE PLACED WITHIN CULVERTS NOR UNDER RAILWAY BRIDGES. d. TEST 80RING OR OTHER SOIL INVESTIGATIONS, APPROVED BY SCRRA SHALL BE MADE, TO DETERMINE THE NATURE OF THE UNDERLYING MATERIAL FOR ALL H PIPELINES WITH SIZES EQUAL OR GREATER THAN 48 INCHES IN DIAMETER AND A DEPTH FROM TOP OF PIPE TO BASE Of RAIL BETWEEN FIVE FEET SIX INCHES AND TEN FEET. THE TEST BORING SHOULD MADE ON THE TEN OF THE PIPE NEAR THE END OF THE BALLAST SECTION EACH SIDE (IF POSSIBLE) ON EACH SIDE OF THE TRACKS AND AS DEEP AS THE BOTTOM OF THE BORE. e. EXCEPTION IN ANY DESIGN, CONSTRUCTION, LOCATION OR SPECIFICATIONS REQUESTS IN THIS STANDARD MUST BE AUTHORIZED BY SCRRA. REQUESTS FOR HARDSHIP A WILL U CONSIDERED ONLY WHERE IT IS SHOWN THAT EXTREME HARDSHIP AND /OR UNUSUAL CONDITIONS PROVIDE JUHEICATION T AND WHERE ALTERNATE MEASURES CAN BE USED IN KEEPING WITH THE INTENT OF THIS ST DESIGN. ALL REQUESTS FOR COST CONS SHALL BE FULLY DOCUMENTED WITH DESIGN DATA, CALCULATIONS, COST COMPARISONS AND OTHER PERTINENT INFORMATION T, ALL. PIPELINES SHALL BE PROMINENTLY MARKED BY SIGNS OR MARKERS (MAINTAINED BY OWNER) LOCATED OVER THE PIPE, 3, CARRIER PIPE o. CARRIER LINE PIPE AND JOINTS SHALL BE OF ACCEPTED MATERIAL AND CONSTRUCTION AS APPROVED BY THE SCRRA DIRECTOR OF ENGINEERING AND CONSTRUCTION. JOINTS FOR CARRIER LINE PIPE OPERATING UNDER PRESSURE SHALL BE MECHANICAL OR WELDED TYPE THE PIPE SHALL BE LAID WITH SUFFICIENT SLACK SO THAT IT IS NOT IN TENSION b. CARRIER PIPES SHALL BE MANUFACTURED IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND SPECIFICATIONS= A. STEEL PIPE - ASTM OR APL B- DUCTILE IRON PIPE - ANSIA21- 5VAWWA C151, CLASS 56- C. REINFORCED CONCRETE PIPE - ASTM C76, MINIMUM OF CLASS 1113000 01 RCP IS ACCEPTABLE WITHOUT CASING FOR LONGITUDINAL PIPE LOCATED 45 FEET OR MORE FROM THE CENTERLINE OF THE NEAREST TRACK. D. VITRIFIED CLAY PIPE ASTM C700, E PVC PLASTIC PIPE - ASTM D1784,MINIMUM SCHEDULE 40 PIPE. E HIGH DENSITY POLYETHYLENE (HOPE) SOLID WALL PIPE - ASTM D1248. G. SEE AREMA CHAPTER 1, SECTION 5.2 FOR NON- FLAMMABLE GAS PIPE LINES. 4. CASING PIPE o- CASING PIPE AND JOINTS SHALL BE OF STEEL AND LEAK PROOF CONSTRUCTION, CAPABLE OF AREMA (COOPER E -80 LIVE LOAD) AND HAVE A SPECIFIED MINIMUM YIELD STRENGTH OF AT LEAST 35,000 PSI THE INSIDE DIAMETER OF THE CASING PIPE SHALL BE AT LEAST TWO INCHES GREATER THAN THE LARGEST OUTSIDE DIAMETER OF THE CARRIER PIPE, JOINTS OR COUPLINGS FOR CARRIER PIPE LESS THAN SIX INCHES IN DIAMETER: AND AT LEAST FOUR INCHES GREATER FOR CARRIER PIPE SIX INCHES AND OVER IN DIAMETER IN ALL CASES THE SPACE PROVIDED SHALL BE ADEQUATE TO ALLOW FOR REMOVAL WiTHOU' DISTURBING THE CASING PIPE OR ROADBED b. TABLE I INDICATES A MINIMUM THICKNESS BASED UPON SUPERIMPOSED LOADS ONLY AND IT IS THE RESPONSIBILITY OF THE LICENSEE AND /OR THE INSTALLER TO PROVIDE A CASING WHICH IS ADEQUATE FOR THE LOADS THAT RESULT DURING INSTALLATION THE WALL THICKNESS MAY BE DECREASED BY 0063 INCH,IF THE CASING 15 INSTALLED WITH A PROTECTIVE COATING MID IS CATHOLICALLY PROTECTED, EXCEPT FOR DIAMETERS UNDER 14 INCHES. c. CASING PIPE UNDER SCRRA TRACKS AND ACROSS SCRRA RIGHT -OF -WAY SHALL EXTEND THE GREATER OF THE FOLLOWING DISTANCES, MEASURED AT RIGHT ANGLE TO CENTERLINE OF TRACK IF ADDITIONAL TRACKS ARE CONSTRUCTED IN THE FUTURE, THE CASING SHALL BE EXTENDED AT THE LICENSEE'S EXPENSE. A. ACROSS THE ENTIRE WIDTH OF THE SCRRA RIGHT -OF -WAY. B. THREE FEET BEYOND THE DITCH LINE C, TWO FEET BEYOND THE TOE OF SLOPE, D. A MINIMUM DISTANCE OF 25 FEET FROM EACH SIDE OF THE CENTERLINE OF OUTSIDE TRACK WHEN CASING 15 SEALED AT BOTH ENDS AND, E. A MINIMUM DISTANCE OF 45 FEET FROM EACH SIDE OF THE CENTERLINE OF OUTSIDE TRACK WHEN CASING IS OPEN AT BOTH ENDS d. THE DEPTH OF THE CASING SHALL NOT BE LESS THAN AS SHOWN IN FIGURE i. HORIZONTAL DIRECTIONAL DRILLING OF A PIPELINE NOT CARRYING LIQUID SUBSTANCES AND HAVING A NOMINAL DIAMETER OF SIX INCHES OR LESS SHALL HAVE A MINIMUM COVER OF SIX FEET FROM BASE OF RAIL TO TOP OF PIPELINE. HORIZONTAL DIRECTIONAL DRILLING FOR ALL PIPELINES EXCEEDING SIX INCHES NOMINAL DIAMETER,OR FOR ANY NOMINAL DIAMETER PIPELINE CARRYING LIQUID SUBSTANCES SHALL HAVE A MINIMUM COVER FROM BASE OF RAIL TO TOP OF PIPELINE OF 12 FEET. INSTALLATION SHALL BE BY THE DRY BORE METHOD ONLY i REV. GATE DESCRIPTION M5. EVIL. 'INNECiOR q' ENGINEERING NU CONSTRUCIK u. e. u..... °.. .­ nnI. wnlr.n. alvmn 911'37 AM Pint n......> C\PI,I IT— ... \,It nN 5. CONSTRUCTION 10. EXECUTION OF WORK a. CASING PIPE SHALL BE CONSTRUCTED AS TO PREVENT LEAKAGE OF ANY SUBSTANCE THE PIPELINE REAL ESTATE AGREEMENT AND SCRRA'S TEMPORARY RIGHT -OF ENTRY AGREEMENT (SCRRA FORM FROM THE CASING THROUGHOUT ITS LENGTH, EXCEPT AT ENDS. CASING SHALL BE NO 36) SHALL BE FULLY EXECUTED BEFORE ANY WORK WILL BE ALLOWED ON SCRRA RIGHT -OF -WAY THE EXECUTION INSTALLED AS TO PREVENT THE FORMATION OF A WATERWAY UNDER THE ROADBED, AND OF WORK ON SCRRA RIGHTS-OF -WAY, INCLUDING THE SUPPORTING OF TRACKS, SHALL BE SUBJECT TO THE INSPECTION WITH AN EVEN BEARING THROUGHOUT ITS LENGTH, AND SHALL SLOPE TO ONE END AND DIRECTION OF SCRRA FEIGHTOF -WAY ENGINEER OR HIS /HER AUTHORIZED REPRESENTATIVE. THE INSTALLER SHALL (EXCEPT FOR LONGITUDINAL OCCUPANCY). PERFORM THE CONSTRUCTION OR MAINTENANCE WORK IN SUCH A MANNER AND AT SUCH TIMES AS SHALL NOT b. THE FACES OF ALL PITS (JACKING AND RECEIVING) SHALL BE LOCATED A MINIMUM OF ENDANGER OR INTERFERE WITH SCRRA'S OPERATIONS, INCLUDING RELATION TO THE PROPER MANNER OF PROTECTING 25 FEET FROM THE CENTERLINE OF THE NEAREST TRACK, MEASURED AT RIGHT ANGLES THE TRACKS, SIGNALS, FIBER OPTIC CABLES. PIPELINES. OTHER PROPERTY AND TENANTS OR LICENSEES AT OR IN THE TO TRACK. SHORING. IF REQUIRED, SHALL MEET SCRRA'S EXCAVATION SUPPORT GUIDELINES- VICINITY OF THE WORK DURING THE PERIOD OF CONSTRUCTION - c. FOR ALL PIPELINES WITH SIZES EQUAL OR GREATER THAN 48 INCHES, RAIL ELEVATIONS OVER THE WORK MUST BE MONITORED AT INTERVALS PRESCRIBED BY SCRRA TO DETECT ANY TRACK MOVEMENT. MOVEMENTS OVER /4" VERTICALLY SHALL BE IMMEDIATELY REPORTED TO SCRRA. SCRRA WILL SURFACE THE TRACK SEVERAL. TIMES IN ONE YEAR IF THERE IS ANY MOVEMENT AT LICENSEE AND/OR INSTALLER'S COST. d. THE METHOD OF CONSTRUCTION SHALL MEET ALL CURRENT AREMA AND 'GREEN BOOK' SPECIFICATIONS AND REQTAREMENTS. e. THE BORING, TUNNELING OR JACKING OPERATION SHALL BE PROGRESSED ON A 24 HOUR BASIS WITHOUT STOPPAGE WHEN THE CASING IS 20 FEET FROM THE CENTERLINE OF THE NEAREST TRACK. f THE BORING, TUNNELING OR JACKING INSTALLATION SHALL HAVE A BORED HOLE DIAMETER ESSENTIALLY THE SAME AS THE OUTSIDE DIAMETER OF THE PIPE PLUS THE THICKNESS OF THE PROTECTIVE COATING. IF VOIDS SHOULD DEVELOP OR IF THE BORED HOLE DIAMETER IS GREATER THAN THE OUTSIDE DIAMETER OF THE PIPE (INCLUDING COATING) BY MORE THAN APPROXIMATELY T INCH, THE SPACE SHALL BE FILLED BY GROUTING OR OTHER REMEDIAL MEASURES TAKEN AS APPROVED BY SCRRA. 9- TH E BORE A ND JACK METHOD SWING PIPE INTO T HE EARTH WITH A BORING AUGER ROTATING W ITHI N PIPE TO REMOVE SPOIL) IS h. JACKING METHOD (PUSHING SECTIONS OF PIPE INTO POSITION WITH JACKS PLACED AGAINST A BACKSTOP AND EXCAVATION PERFORMED BY HAND FROM WITHIN THE JACKING SHIELD AT THE HEAD OF THE PIPE) ACCEPTABLE IMMEDIATELY AFTER COMPLETION OF JACKING OPERATION, THE INSTALLATION SHALL BE PRESSURE GROUTED. o z TUNNELING METHOD (PLACING RINGS OF LINER PLATE WITHIN THE TAIL SECTION OF A TUNNELING SHIELD OR TUNNELING MACHINE) IS ACCEPTABLE. TUNNELING SHALL NOT BE CONSIDERED WHERE LESS THAN SIX FEET OF COVER EXISTS OR WHERE EXCESSN ELY SANDY, LOOSE OR ROCKY SOILS ARE ANTICIPATED j. HORIZONTAL DIRECTIONAL DRILLING METHOD (BORING A SMALL DIAMETER PILOT HOLE ON A DESIRED VERTICAL AND HORIZONTAL ALIGNMENT USING A CUTTING HEAD WITH VISCOUS SLURRY AND PULLING A PIPE WITH A REAMER) IS ACCEPTABLE k. PIPE RAMMING METHOD (PUSHING A SOLID STEEL ROD UNDER THE ROADBED, ATTACHING A CONE SHAPED EXPANDER TO THE END OF THE ROO,ATTACHING A CASING PIPE TO THE EXPANDER AND PULLING BACK THE ROD) IS NOT ACCEPTABLE. 1. THE USE OF WATER JETTING TO FACILITATE CASING PLACEMENT AND SPOIL REMOVAL IS NOT PERMITTED. M. JACKING. BORING, OR TUNNELING PIPES EQUAL TO OR GREATER THAN 48 INCHES NOMINAL DIAMETER WILL NOT BE ALLOWED WITH LESS THAN ONE AND ONE HALF TIMES THE PIPES NOMINAL DIAMETER OF COVER FROM BASE OF RAIL TO TOP OF PIPELINE I, JACKING AND BORING OF PIPELINES WITH A NOMINAL DIAMETER GREATER THAN 72 INCHES SHALL NOT BE ALLOWED UNLESS OTHERWISE APPROVED BY SCRRA. 6. SEALS AND SUPPORTS THE ENDS OF CASING ARE TO BE SUITABLY SEALED AGAINST THE ENTRANCE OF FOREIGN MATERIAL, BUT ARE NOT TO BE TIGHTLY SEALED. ALL SUPPORTS, INSULATORS AND CENTERING DEVICES FOR THE CARRIER PIPE SHALL BE SO DESIGNED AND CONSTRUCTED THAT NO LOADS FROM THE ROADBED, TRAFFIC OR CASING PIPE ITSELF ARE TRANSMITTED TO CARRIER PIPE THE SPACING OF SUCH SUPPORTS LONGITUDINALLY SHALL NOT BE GREATER THAN TEN FEET. 7.SHUT -OFF VALVES ACCESSIBLE EMERGENCY SHUTOFF VALVES SHALL BE INSTALLED WITHIN EFFECTIVE DISTANCES EACH SIDE OF THE TRACK AS MUTUALLY AGREED TO BY SCRRA AND THE PIPELINE COMPANY. WHERE PIPELINES ARE PROVIDED WITH AUTOMATIC CONTROL STATIONS AT LOCATIONS AND WITHIN DISTANCES APPROVED BY SCRRA DIRECTOR OF ENGINEERING AND CONSTRUCTION, NO ADDITIONAL VALVES SHALL BE REQUIRED. SHUT -OFF VALVES ON SCRRA RIGHT -OF -WAY SHOULD BE AVOIDED, 8. LONGITUDINAL PIPELINES PIPELINES LAID LONGITUDINALLY ON SCRRA RIGHT -OF -WAY SHALL BE LOCATED AS FAR AS PRACTICABLE FROM ANY TRACKS OR OTHER IMPORTANT STRUCTURES AND AS CLOSE TO THE RAILROAD PROPERTY LINE AS POSSIBLE. IF LOCATED WITHIN 25 FEET OF THE CENTERLINE OF ANY TRACK OR WHERE THERE IS DANGER OF DAMAGE TO ANY BRIDGE, BUILDING OR STRUCTURE, THE CARRIER PIPE SHALL BE ENCASED OR OF SPECIAL DESIGN AS APPROVED BY SCRRA DIRECTOR OF ENGINEERING AND CONSTRUCTION. PIPELINES SHALL BE BURIED NOT LESS THAN FOUR (4) FEET FROM THE GROUND SURFACE TO THE TOP OF THE PIPE. SCRRA'S RIGHT -OF -WAY ENCROACHMENT APPLICATION. PLAN REVIEW FEES, AND PLANS FOR PROPOSED INSTALLATION SHALL BE SUBMITTED TO SCRRA FOR APPROVAL PRIOR TO CONSTRUCTION. PLANS SHALL BE DRAWN TO SCALE SHOWING THE RELATION OF THE PROPOSED PIPELINE TO SCRRA TRACKS, ANGLE OF CROSSING, LOCATION OF VALVES, SCRRA SURVEY STATION, RIGHT -OF -WAY LINES AND GENERAL LAYOUT OF TRACKS AND SCRRA FACILITIES. PLANS SHOULD ALSO SHOW A CROSS SECTION (OR SECTIONS) FROM FIELD SURVEY, SHOWING PIPE IN RELATION TO ACTUAL PROFILE OF GROUND AND TRACKS. ADDITONAL INFORMATION ON APPROVAL PROCESSES AND REQUIREMENTS ARE AVAILABLE ON SCRRA'S WEBSITE AT WWW.METROLINKTRNNS.COM. OF TRACK OF TRACK 4 SEE NOTE 4 CARRIER PIPE 2' 0" LENGTH OF CASING PIPE CASING REOlII2EMENTS • FIGURE i STEEL CASING (UNCOATED AND UNPROTECTED) NOMINAL DIAMETER (INCHES) MIN, WALL THICKNESS (INCHES) NOMINAL DIAMETER (INCHES) MIN. WALL THICKNESS (INCHES) 14" & UNDER 0.250" (I /4 ") 44" & 46" 0.656, 16" 0.281" (9 /3z') 48" 0 -688" 1 18' 0.312" ( Y,('9 50" 0.719" ( 231'1 20" & 22° 0344" (I %3z' ") 52" 0.750` ! Y4 24° 0.375' ( 3/e' ") 54" 0.781" 1 2 %2,) 26" 0 406" (13 /3z') 56" & 58" 0.812' 28" 0.438' ( %6'1 60" 0.844" t 211)2 ") 30" 0.469" (i5 /,1 62" 0.875" (1 /N'9 32" 0 -500" c %z ") 64° 1 0.906' 1 29/3,') 34" & 36' f '%3{') 66" & 68" 0.938" ('9/A ") 38" 0.562" 1 9/5') 70" 0 -969" ( N /32"1 40" 0 .594" ( 9 R ") 7 2' 1000° Ii "I 42 0625 (s /e "1 OVER 72" MUST BE APPROVED 8Y SCRRA AEI FOR THE AEEUAAT TI(EAIMUSE F M ETR O LI N IC® Xf ITNEW I EONIANCO NEREW THE ERAN SAND USE E THESE AE AESPONSI PRO Of THE uE ANR SALLILU NUt TI USED A f ANY PROFESSIONAL EMIR ALL LNG USE TS ANY N11 ARE ESEALI LIABILITY ILITY A SINN FROM W SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY TEES THAT AND R ASSUMES ALL DA &CITY ARISING EAON SUER SE NS WITHOUT SHOULD az T PRI TEN oA E ION OF fo E 700 S FLOWER ST. SUITE 2600, L A.. CA. 90017 l MEAN$ MiTNWT IM PROR WRITTEN PERN1$$18x E SIARA FIIeName=) s' \V8Fna Stds\50M1 \ES5OOI dan SCRRA STD. DWG. NO. ES5001 NOT TO SCALE JACKING PIPE GENERAL NOTES: 1. AT LOCATIONS SHOWN ON THE PLANS, OR SPECIFIED, REINFORCED CONCRETE PIPE SHALL BE JACKED INTO PLACE BETWEEN THE LIMITS SHOWN, OR SPECIFIED, IN ACCORDANCE WITH THESE SPECIFICATIONS. 2. THE STRENGTH OF PIPE DESIGNATED IN THE CONTRACT ITEM WILL BE DETERMINED FOR VERTICAL LOAD ONLY. ADDITIONAL REINFORCEMENT OR STRENGTH OF PIPE REQUIRED TO WITHSTAND JACKING PRESSURE SHALL BE DETERMINED AND FURNISHED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 3. VARIATIONS FROM THEORETICAL ALIGNMENT AND GRADE AT THE TIME OF COMPLETION OF JACKING SHALL NOT EXCEED ONE PERCENT OF THE DISTANCE FROM THE JACKING POINT. 4. THE DIAMETER OF THE EXCAVATED HOLE SHALL NOT BE MORE THAN 0.1 -FOOT GREATER THAN THE OUTSIDE LIMITS OF THE PIPE. SLUICING OR JETTING WITH WATER WILL NOT BE PERMITTED. WHEN MATERIAL TENDS TO CAVE IN FROM OUTSIDE THESE LIMITS, A SHIELD SHALL BE USED AHEAD OF THE FIRST SECTION OF PIPE OR THE FACE OF EXCAVATION SHALL NOT EXTEND BEYOND THE END OF PIPE MORE THAN 1 -1/2 FEET, UNLESS PERMITTED BY THE ENGINEER. 5. AREAS RESULTING FROM CAVING OR EXCAVATING OUTSIDE THE ABOVE LIMITS SHALL BE BACKFILLED WITH SAND OR MORTAR BY A METHOD WHICH WILL FILL THE VOIDS. 6. THE ANNULAR SPACE IN THE INSIDE JOINTS OF THE PIPE SHALL BE FILLED WITH JOINTING MATERIAL AND FINISHED SMOOTH. THE SPACE SHALL BE FINISHED AS EACH SECTION OF PIPE IS INSTALLED FOR PIPE 24 INCHES IN DIAMETER AND SMALLER, AND AFTER THE ENTIRE INSTALLATION IS COMPLETED FOR LARGER PIPE. 7. REINFORCED CONCRETE PIPES SHALL HAVE CLASS "V ", WALL "C ", AND SHALL CONFORM TO THE CURRENT ASTM SPECIFICATION C -76. 8. THE PIPES SHALL HAVE TONGUE AND GROOVE JOINTS WITH D -LOAD 3000. 9. REFER TO SCRRA ENGINEERING STANDARD ES5001 ON SHEET 8 FOR PIPE LINE CONSTRUCTION UNDER THE RAILROAD TRACKS. 10, FOR JACKING PIPE OPERATION REFER TO GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION 306 -2 AND CALTRANS STANDARD SPECIFICATIONS 65 -1.05. 11. THE CONTRACTOR IS REQUIRED TO SUBMIT SHORING AND SUPPORT SYSTEMS CALCULATIONS FOR JACKING AND RECEIVING PITS TO THE CITY ENGINEER AND SCRRA. CONSTRUCTION OF JACKING /RECIEVEING PITS SHALL NOT COMMENCE WITHOUT THE EXPRESS WRITTEN APPROVAL OF SHORING /SUPPORT SYSTEMS DESIGN BY BOTH THE CITY ENGINEER AND SCRRA. 13. JACKING AND RECEIVING PITS SHALL BE A MINIMUM OF 25' FROM R/R TRACK �. 14. EXCESSIVE VOIDS SHALL NOT BE PERMITTED IN THE JACKING PROCESS. GROUT PORTALS SHALL BE INSTALLED IN THE CASING PIPE AT AN INTERVAL SUFFICIENT TO COMPLETELY FILL ALL VOIDS OCCURRING BETWEEN THE CASING PIPE AND IN -SITU SOIL WITH PRESSURE GROUT TO THE SATISFACTION OF THE ENGINEER AND SCRRA. to'YH/ DATED �^T NO. C67239 OF CAL ENGINEERING STANDARDS PIPE LINES FOR NON -- FLAMMABLE SUBSTANCES ACROSS OR ALONG RIGHT OR WAY IJI WATER RELOCATION NOTES: 1. THIS WATERLINE IS OWNED AND OPERATED BY THE SAN GABRIEL VALLEY WATER COMPANY ( SGVWC), AND ALL DESIGN AND CONTRACTING OF THE RELOCATION WORK WILL BE PERFORMED BY SGVWC. 2. THE LOCATION SHOWN ON THE PLANS FOR 'PROPOSED RELOCATED WATERLINE' IS APPROXIMATE ONLY; THE ACTUAL LOCATION OF THE RELOCATED WATERLINE SHALL BE VERIFIED JOINTLY BY THE SGVWC AND THE CONTRACTOR PRIOR TO CONSTRUCTION. THE RELOCATED WATERLINE SHALL BE ADEQUATELY PROTECTED IN PLACE DURING STORM DRAIN CONSTRUCTION.