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HomeMy WebLinkAbout1-201-40 (2)300' INSTALL CONSTRUCTION SIGN 0 0 cu CD cv Q� ti co R a a> cn cu r� L cn m 0 0 0 0 N Q� I U W 7 0 cr INSTALL CONSTRUCTION SIGN LJ Q (n O J fy U CEDAR STREET ELY BASIN NO. 3 INSTALL CONSTRUCTION SIGN INSTALL CONSTRUCTION SIGN H011LAND AVE. RANCHO < UPLAND CUCAMONGA• FOOTHILL BLVD. N • �' < � � FONTANA • < 2 • COLTO: MONTCLAIR ONTARIO HOLT BLVD. • SAN BERNARDINO FM. � �— POMONA PROJECT LOCATIOAIRPM POMONA FRWY. 9 • CHINO � RUBIDOUX �ty� • 0 � Lei 5wic • RNERSIDE • NORCO 9 9 • CORONA LOCATION MAP NOT TO SCALE INSTALL CONSTRUCTION SIGN CEDAR STREET C INSTALL BARRICADE PER CITY OF ONTARIO PER STD. 502 WEST CUCAMONGA CHANNEL INSTALL CONSTRUCTION SIGN INSTALL CONSTRUCTION SIGN INSTALL CONSTRUCTION SIGN C5 INSTALL TRAFFIC CONTROL SYSTEM DURING CONSTRUCTION PER CALTRANS STD. T13 ACCESS ROAD FOR CHINO BASIN j WATER DIST. RP NO. 1 II INSTALL CONSTRUCTION SIGN C5 INSTALL CONSTRUCTION SIGN INSTALL CONSTRUCTION SIGN SCALE: 1"=200' INSTALL CONSTRUCTION SIGN INDICATES PRIMARY DETOUR ROUTE INDICATES SECONDARY DETOUR ROUTE NO CORREC IONS �� "'` a INDICATES AREAS OF ROAD CONSTRUCTION /j F)f i ? a �} , CITY OF ONTARIO -G-O LRESID T E GINEER DATE �� SAN BERNARDINO COUNTY ACCEPTED BY:�y � Lg,� FLOOD CONTROL DISTRICT DATE: 4rf CITY ENGINEER /d O/ O/ I DRAWN BY DESIGNED BY PROJ. ENIM. WEST C U C A M❑ N G A C H A N N E I RM MA MB REVISIONS SUBMITTED BY DESCRIPTION: APPROVED/DATE P ,.o ESSsNq��` ENGINEERING 1_ DETOUR AND TRAFFIC ��� l 4b( -AF-Qt)l iRr_FQ 35% E. Florida Avenue, SyKe e C►EEF nESIM o MTE CONTROL PLAN ONTARIO AREA SCALE SHT. NO, TOT. SHT'< AS SHOWN 17` 30 tx 1- 205- 4<D n.1 1r 0 OP. FINISHLD SURFACE IER RCB EXIST. OVER GROUND R RCB a cb _4\ ---- II04 SEE DETAIL 'D' ON EXIST. 36" SEWER INTERFERING II I SgHEET { P RTIONS TO BE REMOVED SEE DETAIL / A I 'C' ON / II II SHEET 19 b I I S=0.0075 I 828.23 w _ - L S=0.0123 I \ a \ +ov \ • S-_ 0.145 �--�. S=0 2 I� I ; 15 � I rn °D 00 EX. 18"S o (823.7f) S=O.0O 2 00 N=,Uj a` / LLI rn O rU N O) N �S E - -- -- °i � — -3 - O M V) -- ¢ - N L. �trOJQm w 'D0 JO. _j 7U Qi O + QU +NVW 0 O C�i 00Zao 0 _3 � N Uj }N � v m 00Z00 + 6.91 L.F. 6.9 115.1 LF. 1-33" & 1-3 " I CON ETE ENCASED VC VCP SEWER SIPHON i \ I \ PROFILE SCALE VD?T.• 1 d? = 4 ft. UPLAND INTERCEPTOR H01?Z.- 1 /n = 40 ft. 11, 10+00 1 1 +UU TRAFFIC LOAD OF H2O TRAFFIC LOAD OF H2O d a G ° ° 4 SILL W/METAL CORE SILL W/METAL CORE ° FIBERGLASS STOP LOG FIBERGLASS STOP LOG FIBERGLASS c TOP OF SILL=830.52 31_g" TOP OF SILL=830.52 STOP FIBERGLASS STOP LOGS 4'-5" LOGS s 3"x3" GROOVE a — 4' —- ° ° ° d SECTION A -A PROP. 36" SEWER PROP. 36" SEWER 829.20 INV. SECTION B—B g29.10 INV. '����' SCALE:1 "=40" SCALE:1 "=40" / Q 43 . /uM� -�C CUT PIPE AT 60' ANGLE 8�Z9�10 INV. CONSTRUCTION PROCEDURE WO EAC THE CONTRACTOR SHALL COORDINATE WITH I.E.U.A. FOR REMOVAL AND REPLACEMENT OF THE EXISTING 30" UPLAND SEWER INTERCEPTOR DOUBLE RING L GTHS FOR BYPASSING SEWAGE FLOW AT LEAST 72 HOURS PRIOR TO CONSTRUCTION. ENTRANCE ENT RIN( SHAFT 24" & FLOW BYPASSING METHOD AND THE TIME FOR BYPASSING SHALL BE PROPOSED BY CONTRACTOR IN WRITING AND APPROVED BY I.E.U.A. 36" OPENINGS A\ \ INSPECTOR. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST 60 CALENDAR DAYS PRIOR TO BEGINNING THE SEWER BYPASS. NO SEWAGE SPILL IS ALLOWED OVER THE GROUND. THE CONTRACTOR IS RESPONSIBLE FOR ANY PUBLIC SAFETY REQUIREMENTS CAUSED BY AN ACCIDENT OR MISCALCULATION OF THE EQUIPMENT CAPACITY OR FLOW RATES. SILL W/2"x3"x46" METAL CORE \ \ FIBERGLASS STOP LOG----- v I i TOP OF SILL=830.52 829.10 INV. U / EX. 20' SEWER EASEMENT 1 00 CuT PIPE AT 90' ANGLE EXIST. 30' SEWER Y =I~ FUTURE 30" SEWER4- �\ \ - --- _CD ey-so se,. �- I . � 42 VCP V)MW TEMPORARY z / --- T-- N O'09'04" E o CONST. EASEMENT / �- ' N T' V �W TOP VIEW OF MODIFIED W \\ 11 +57.21 47 MANHOLE BASE 821.99 \ g A \ M. 18" SS MANHOLE No. $ 828.94 INV. FORCE MAIN) Sl�i oln PROP. SEWER EASEMENT Ex. E T C.L. » \ 12+ "s� 1 �1 t 11+41.44 47 STREET R/W SCALE:1 =40 STREET ��. "� SAWCUT & REMOVE _ R/W- \ _ V1 ° / PROPO - SEWER SIPHON �)PLAIJD - - EXISTING WALL INTERCEPTOR PRIMARY BARREL: 1-36" -- -- -- -- — — �'— __GoNCRETE ENCASED v _� --E -- — CONSTRUCTION NOTES SS 2x 2x S _ --SECONDARY_ BARREL: 13 COa01�� CASED VCP —� — — — • �tioJ\ (�e�ti°J 13 ' 19 SE-'PRc�L ABO 65 66 1— 19 REMOVE EXISTING PIPE X 14+QD Ex. +00� " — �— O REMOVE INTERFERING PORTION AND RECONNECT TO EXISTING CONTROL Ss _ / — 35 STRUCTURE y -�CLIANN JW `� N '�� CIV OF ONTARIO SEWER S — -('T��E`ABANU01<t) CHANNEL R/W 4 CONSTRUCT 144" MANHOLE PER DETAILS ON SHEET 18 & 19 - 4 10+13.26 - - �, • 35 67 PROPOSED 36" VCP e 9+97.82 I`�'� i 53 CONSTRUCT 30" VCP STUB OUT 12' LONG W/BRICK & MORTAR BULKHEAD INSTALL CONCRETE ENCASED 33" VCP SEWER INSTALL CONCRETE ENCASED 36" VCP SEWER � \ I CHANNEL K\ \ 67 INSTALL 30" VCP SEWER C.L. CHINO AVE. O (UNIMPROVED) UPLAND INTERCEPTOR GRAPHIC SCALE 40 0 20 40 80 SCALE: I" - 40' NOTE TO OPERATOR: 12" STOP LOGS TO BE INSTALLED UNTIL FUTURE 30" VCP SEWER IS CONSTRUCTED APPROVED BY: No. DATE INITIAL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR o c� � Q � o � J L � FREE I JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS l`� 72 / af%+4,jeu10^ IO O/ AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO �_ 0 00 CIVIL ENGINEER FOR DATE: NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD I.E.U. A. DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL- TWO WORKING DAYS BEFORE YOU DIG DESIGNED: REVISIONS DESCRIPTION: M� w/ I— 3c,'� p11G }�I R- uMf - I DRAWN: CHECKED: 18" PWVOR HDPP — AIR J R (2) CUT PIPE AT 60' ANGLE TWO EACH — 2' LENGTHS VCP — ENTERING MANHOLE 3"x3" GROOVE CUT PIPE AT 90 'ANGLE 4 �� 830.33 INV. SHELF (TYP.) SILL W/2"x3%46" METAL CORE FIBERGLASS STOP LOG TOP OF SILL=830.52 CUT PIPE AT 60' ANGLE DOUBLE RING 8pd.33 NVn I ENTRANC '� a d d SHAFT 2"& L ° d4 I� 36" OPENING' ° d d Q I I I I I � DOUBLE R NG d I ( ENTRANCE a SHAFT 24' & 36" OPENINGS ( I ° II 11 d d a d NI Li 830.24 INV. N 18" PVC AIR — \ JUMPER (2) II II =z I I I .o TOP VIEW OF MODIFIED MANH01 F RAS �� V U) C° `\ REMOVE EXIST. M.H. & / 'SF� ' - MANHOLE NO. T ,\ INTERFERING PORTIONS SCALE:1 "=40), OF ABANDONED 36 P 1 PIPE NNWLE / / S �c� j� / _ —_ _ — EXIST. CONTROL \ / / \ f ' STRUCTURE EXISTING ERAN\CE _j— \ SHAFT \ \ /' f / � � / kA �-��.— l \ \ /\\ / 1 ' MIN. -III �`�> CONCRETE SLURRY Q�\� M COMPACTION PER I I=7117� —III=1 11= _ — xQ EX. 30" S w w w a. -- oz :2L`'- w o 46 I, 11 01 \ \ i Q�OFESSJOb�, 7 / p F-/' / 7' — , ���j�,•Y N. i`l Eye S 'z( NO. 23037 ml, #4 a 12" O.(. I�D SOILS ENGINEER #4 ® 12" O.C. CONCRETE ENCASEMENT c�2 0AiN 1)L1_\1iNA11\11J1iN V VlJ V iN 1 1 FLOOD CONTROL DISTRICT DRAWN BY RM DESIGNED BY MA PROJ. ENGR. MB WEST C U C A M O N G A C H A N N E I. UPLAND SEWER INTERCEPT❑R RELOCATI❑N PLAN ONTARIO AREA �0 PROFESSNq� o�N RUB/ FZ ti 2 No. 41836 Exp. 3/31 /04 * * S cm ��P q�F OF CAUFO� N G N E E R N G 3550 E. Florida Ave. Suite B Hemet, CA 92544dsd�d�W ESOURCES (909) 765-6622 OF SOUTHERN CALIFORNN INC. (90s 755-6621 FAX SUBMITTED BY F E� DAM APPROVED/DATE RECOMMENDED /, VED BY / ASSIST. FLOOD CONTROL ENGINEER ` oA 0 Q �, Q O c FLOOD CONTROL ENGINEER CAIIE PREPARED UNDER THE SUPERVISION JOHN M. RUDIN REGISTER D CIVIL ENGINEER NO. 41836 DATE: 24 oI REGISTRATION EXPIRES: 3/31/04 F.B. REF. W.O. N0. F01089 SCALE AS SHOWN SHT. NO. TOT. SF 18 30 201- 40 0 CD Cu Q C_Q CD 3 m L cn 0 0 Ln 0 0 N m U LL, D 0 cc DOUBLE RING ENTRANCE SHAFT (36" & 24" OPENINGS) PER DETAIL ON SHEET 24 (AASHTO - H2O TRAFFIC LOAD) -,worn �Qz ry N I 18" AIXMPER— y:�ll�- ium>(z 16"-32" RINGS TOP SHAFT 16"-32" RINGS BASE SHAFT 6" CLR (TYP.) #6 @ 12" O.C. 4 WALLS (TYP.) 18" AXIMPER 2L 3o"'e-4p. )ur, -- 16"-32" RINGS TOP SHAFT 16"-32" RINGS BASE SHAFT #6 @ 12" O.C. 4 WALLS (TYP.) SEE DETAIL "A" — 18" AI JUMPER SECTION E-E 144" MANHOLE No. 7 SCALE:1 "=40" DOUBLE RING ENTRANCE SHAFT (36" & 24" OPENINGS) PER DETAIL ON SHEET 24 (AASHTO — H2O TRAFFIC LOAD) 6" CLR — (TYP.) 4 18" Li (TYP.) T 12" -SEE DETAIL "B" #6 @ 12" O.C. TOP & BOTTOM (TYP.) MANUFACTURING METHODS & MATERIALS FOR PRE -CAST UNITS SHALL CONFORM TO ASTM C-478. THE MANHOLE BASE SHALL BE COMPLETED IN A SINGLE POUR & THE SURFACE OF THE CHANNEL & SHELF SHALL RECEIVE A STEEL TROWELLED FINISH. 12" DETAIL "B" DETAIL "A" 144" MANHOLE -JOINT DETAILS U PROP. CONTROL STRUCTURE EXTENSION SAWCUT EXISTING CONTROL LINE STRUCTURE — #8 DOWEL & EPDXY 8" DEEP CO `- @ 12" OC (TYP) #8@8" (TYP) - -- � DETAIL >,A„ — LE 18" AI>'<MPER iN 36" 1 #8@12" 12" (TYP) 144" j #8@8" (TYP) 42" S i 42" PIPE i DOWEL AND EPDXY C"L ,INTO EXISTING SLAB -a— — - o T #6 @ 12" O.C. TOP & BOTTOM 12" MIN. (TYP.) ��� EXIST. CONTROL Ik STRUCTURE sAwcuT SECTION C-C o, oQ ��,°� oQ . TWO EACH — 2' LINE Q� Q� GTHS VCP ENTERING MANHOLE SECTION D-D 144" MANHOLE No. 8 N.T.S N SH/��\ ELF I ; SLOPE 1:24n \\ 1 � a SCALE:1 "=40" APPROVED BY: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED To ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR u JOB SITE CONDITIONS DURMdG THE COURSE OF CONSTRUCTION OF THIr PROJECT, INCLUDING SAFETY OF ALL. PERSONS T. �/i��✓��-a✓(�%I. �Q T al AND PROPERTY: THAT THIS REQUIREMENT SHAM BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO CIVIL ENGINEER FOR DATE: NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD 1. E. U . A. DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL FIELD MORTAR 1:3 MIX SECTION F-F IAA" KA A AIN(11 F Kin 7 �)I,HLL: I ='FU NJndsTgTcund SaTwQcq ANTS REVISIONS NO. DATE INITIAL DESCRIPTION: :900- TOLL FREE�R-- � g 00 a_-vs� . 227-2800 ;L e-ra, -Z-- Ia" I - two" F�(G ^F-- u MPV-4z— TWO WORKING DAYS BEFORE YOU DIG 1 DESIGNED: I DRAWN: I CHECKED; APPROVED/DATE DETAIL 'C' SCALE:1 "=40" #6 @ 12" O.C. (TYP.). - DETAIL 'D' SCALE:1 "=40" w 8.6 - r I i Q..,..:,. 4 - SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT DRAWN BY DESIGNED BY PROD. ENCR. WEST C- U C A M❑ N G A CHANNEL RM M4 MB QFtOFESS/pNq HGINEERING SUBMITTED BY � I'` S/ UPLAND SEWER ,f� SEWER INTERCEPTOR �y 2C 3550 E. Florida Avenue, Suite B CFQEF DESIGM EHM EERDATE RESOURCES Hemet, Cordomia 92544 RECOMMENDED < APPROVED BY DETAIL SHEET No. 41836 OF I r IMK we (909) 7Vi-a rt Fox (0) r / Exp. 3/31 /� PREPARED IIt�IDER THE SUPERYISlON OF` * * M ASSIST. FLOOD co:.Ni1� ONTARI❑ AREA F OF CA0V JOHN M. BRU IN I / F.B. REF, W.O. N0. SCALE SHT. N0. 1 REGISTERED CIVIL ENGINEER NO. 41836 11 �� bf F01089 AS SHOWN 19 30 DATE: q'REGISTRATION FYPIPFS: 3/31/04 FLOOD CONTROL ENGINEER DATE I- 201- 4-c F_- 0 0 CD CD r� Q 3 m 0 0 in 0 CU J-) i cn U LLJ D 0 a a i-- APPROVED BY: CIVIL ENGINEER FOR I.E.U.A. 20' 1 PROPOSED FINISHED GRADE @ C.L. 20' SEWER ACCESS ROAD RECTANGULAR ACCESS CHANNEL ROAD ` m V --- y / -------- II 4 - r II I ,� II I ; I I ERR I I EX 18 No Tr EX FORCE II II MAIN II------- II } II II � II II I II EXIST. 42" RCP SEWER II II II � II --- — 11---------L--------4t — I iL--------1-------JI I I i SEWER INE PROTECTION DETAIL ! SEE SHEET 21 I I 0.08% SLURRY BACKFILL PER DETAIL ON SHT 1 II II 1„WA-�ER v EX EXIST. 42" SEWER & ENCASEIIAENT 1---------------L—_ i I 0.08% --------- 0 14 L.F. 42" RCP � 21.22 L.F. 81.78 L.F. 2-30" COAL TAR WRAPPED DUCTILE IRON PIPES 42" RCP o W/HEAT FUSION EPDXY LINING w Zo Z I1J O J X d a0Q' N if)Z >w 0 p +o� �?_ �00M W� � 18+00 42" SEWER - w O = Z LJ W Or-) IY 0- 0 0 a te= 0- I 1 0 N O cD U � w _ J c� Z_ Un + 0 = + J LLI O C5Ua_ p0 N N 00 00 N w _ —00'q- — U �bo III Od is+oo CUCAMONGA EXIST. R/W I- 26' TEMPORARY~ CONSTR�CTION I EASEMENT I , i CHA Q STA 2240.81 I. I I_ z o Ld I � 00 W +_ Z 1 °_0 g D cD z w I ,n + _ —I m J M 00o I LLJ � I ?0 I I � I 69.34' PROPOSED CHANNEL —00 0� = aow O Nco t\ 0D U �cD �N cy- Q+jOOZ�� 0) ON W N N cowo+ —oo m� 0 J U o � w Z � �o wZ-,_ w N — J Ld 0)0V)> LO 0 + O U :2 Ln 0) N Z w X —DowOf w II 20+00 II INTERCEPTOR 8 8.," SEWER ENV EXIST. R/W I PROPOSED MODIFICATION �N CUCAMUNGA INTERCEPTOR 54 PRIMARY BARRELS: 2-30 DUCTILE -IRON W/HEAT F SION EPDXY LINING SEE DETAIL ON SHEET 21 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS /Ohe- AI AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO DATE: NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FRAM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. CUCAMONGA B n n EX • ELEC II 12 *pj' I I u EX EXIST. 42" RCP SEWER 3d' I PROFILE SCALE VERT• 1 in = 2 ft. HORZ: 1 d7 = 20 ft. �I I I mz I\HELLMAN AVENUE ST. STA 27�86.69 = I I I I I SEWER. STA ST _20+02.46 42" SEWER_-_----II r-�► , _II -_ 55 00 I I ' -LIII ! I -----_---- -_� - - -- -- - - I '( - - -- - - -� 00� III - -- ~ ! 1 M P Iv ! I z �c c� I �1� i I !� I ? �L a 0 cn I LU "' + Iz I I mi wa) w ! Nwv cn W 0 COR Q INTERCEPTOR J 2 RESI GRAPHIC SCALE CL CONSTRUCTION NOTES 45 CONSTRUCT 84" MANHOLE PER DETAIL ON SHEET 21 54 INSTALL 30" COAL TAR WRAPPED DUCTILE IRON PIPE W/HEAT FUSION EPDX` 55 INSTALL 42" RCP-2000D CONSTRUCTION PROCEDURE THE CONTRACTOR SHALL COORDINATE WITH I.E.U.A. FOR REMOVAL AND REPLACEMENT OF THE EXISTING 42" CUCAMONGA INTERCEPTOR FOR BYPASSING SEWAGE FLOW AT LEAST 72 HOURS PRIOR TO CONSTRUCTION. FLOW BYPASSING METHOD AND THE TIME FOR BYPASSING SHALL BE PROPOSED BY CONTRACTOR IN WRITING AND APPROVED BY I.E.U.A. INSPECTOR. NO SEWAGE SPILL IS ALLOWED OVER THE GROUND. THE CONTRACTOR IS RESPONSIBLE FOR ANY PUBLIC SAFETY REQUIREMENTS CAUSED BY AN ACCIDENT OR MISCALCULATION OF THE EQUIPMENT CAPACITY OR FLOW RATES. 20 0 10 20 40 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SCALE: I" = 20' DRAWN BY I DESIGNED BY PROD. ENGR. WEST CUCAMONGA CHANNEL MA CAB undC�P� ound swwM cs MW REVISIONS SUBMITTED BY CUCAMONGA SEWERN0. DATE INfTIAL DESCRIPTION: APPROVED/DATE oQR�Ess NGINEERINC 3550 E. Florida Ave. Suite B M. -_--- Hemet, CA 92544 ! — S- a ���o ���� ���� e�'�N ����2 ESOURCES (909) 765-6622 CHEF DESIGN E �DA7E INTERCEPTOR RELOCATION o No. 41836 OF SOUTHERN CA]FORNIk INC. (909) 7 ss2i FAX RECOMMENDED PROVED BY PLAN Exp. 3/31 /04 PREPARED UNDER THE SUPERVISION OF: ��O�L�II�JOOOO *� C1V1- �* M ASSIST. FLOOD CONTROL ENGINEER OA41E ONTARIO AREA qrF OF CpL�FJOHN M. BRU IN +/ F.g. REF, W.O. NO. SCALE SHT. NO. TOT. SHT"S. REGISTERED CIVIL ENGINEER NO. 41836 i<� , I n_ . _h�� {� +� �ir ��✓ F01089 A S S H O W N 2 0 3 Q TWO WORKING DAYS BEFORE YOU DIG DATE: -J"?(o'b� REGISTRATION EXPIRES: 3/31/04 FLOOD CONTROL ENGINEER DAZE DESIGNED: DRAWN: CHECKED: 4C 0i 0 N m ro m 3 cn m 0 0 Ln 0 0 N rn i cn U w D 0 cr a ENTRANCE SHAFT PER DETAIL ON SHEET 24 (AASHTO—H20 TRAFFIC LOAD) N,wcn � U �Qz Of N ° RISER SHAFT 15" 30",45", or 60" AS NEEDED Q r� c ° Q M z 6" CLR — LQ0 (TYP.) (TYP. #6 @ 12" O.C. _ 4 WALLS (TYP.) BOTTOM SLAB OF CULVERT 30" MANUFACTURING METHODS & MATERIALS FOR PRE —CAST UNITS SHALL CONFORM TO ASTM C-478. THE MANHOLE BASE SHALL BE COMPLETED IN A SINGLE POUR & THE SURFACE OF THE CHANNEL & SHELF SHALL RECEIVE A STEEL TROWELLED FINISH. SEE DETAIL "A" CUT PIPE AT AN SHOWN a > Z ° a — 84" 8„ SEE DETAIL "B" ON 00 4 SLOPE SHELF 6• 1 /2"/FT. ENTRANCE SHAFT a 1 / r CUT PIPE ANGLE SH( 3000 PSI 1 REINFORCED a f / CONCRETE BASE #6 @ 12" O.C. TOP & BOTTOM (TYP.) In 12" MIN. 100" 30" S 30" S 4�) 5 TOP VIEW OF MODIFIED MANHOLE BASE 84" MANHOLE No. 10 SCALE:1 "=40" DOWEL 6" INTO EX. CONC. & EPDXY (TYP.) ADJUST SPACING OF MAIN REINF. @ PIPE (TYP. BOTH z SIDES) 171 J ADD #5 BARS x 8' LONG a © 12" O.C. CENTERED w OVER LINE & 1 " MIN. _ CLEAR ABOVE CUSHION U (311 af N J U N 42' 1:1 FILLET (TYP. BOTH L SIDES) SPRING LINE OF PIPE 0 = — #4 BARS CONT. (2 EA. N SIDE-4 REQ'D.) EXIST. SEWER ENCASEMENT 18" O.D. OF 18" ENCASEMENT SEWER LINE PROTECTION DETAIL STA 2+80.65 SECONDARY (.;HANNEL (SHEET No. 6) N.T.S UT PIPE AT MOWN T PIPE AT GLES SHOW 30" S 30" S TOP VIEW OF MODIFIED MANHOLE BASE 84" MANHOLE No. 11 SCALE:1 "=40" BOTTOM SLAB OF SPRING LINE OF 2 SACK SLURRI' PLACE CONT. 0.25" E MAT'L. CUSHION OVEF SOCKETS APPROVED BY: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO CIVIL ENGINEER FOR DATE: NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD I.E.U. A. DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL NTRANCE SHAFT z 0 N 00 DETAIL "B" FIELD MORTAR 1:3 MIX DETAIL "A" 84" MANHOLE -JOINT DETAILS N.T.S ADJUST SPACING OF MAIN REINF. ® PIPE (TYP. BOTH 3ARS x 8' LONG ENTERED OVER LINE . CLEAR ABOVE SEWER LINE PROTECTION DETAIL STA 22+40.81 PRIMARY CHANNEL (_SHEET No. 4) N.T.S MWdarpaund garyka L%Wl N0. DATE I INITIAL ,dk TOLL FREE T-000 227=2800 TWO WORKING DAYS BEFORE YOU DIG DESIGNED: FIELD MORTAR 1:3 MIX d a d ° n4 ° d a ° d Z ° ° ° n ° d n d ° a d d d d n ° , ° HO`RIZ. #6 ° ° d zi a ° BARS (TYP.) d ADJUST SPACING OF' AIN d d 41 REINF. @ PIPE AS NEEDED ° d c (TYP. BOTH SIDES) .-. ° a_a n w 0 ° 0 w ° d n ° 4 d 4 J W ° Z Li ° ° BOTTOM SLAB OF a � ULVERT Ir Li U d n aCE ° `n a ° o #6 VERT. ' o d J d d d cwn - w ° cn a a LAP MAIN BAR 12d n °�' �o d c� r) d USE #8 WIRE TIE @ ° a ° OPENING d 27"f 4" ° ° 2" CLR. ° d ° (TYP.) � 4 4 12" MIN 2>' (TYP.) ° 0 n d d #5 BARS 27" 3a MIN. (TYP.) (TYP'6) :1 FILLET (TYP. 1 :1 FILLET (TYr 30TH SIDES) BOTH SIDES) JNT. (2 12-30" #6 VERT. REQ'D.) PLACE CUNT. 0.25" EXP. COAL TAR ENAMEL (TYP.) ALL CROSSINGS TO BE TIED CUSHION OVER PIPE & WRAPPED DUCTILE IRON PIPES WITH #8 WIRE USE #5 BARS SOCKETS SOCK W\HEAT FUSION EPDXY LINING EXCEPT AS NOTED. PLACE EXPANSION JOINT MATERIAL PRIOR TO CONCRETE POUR 18" 77" f 18„ MIN. MIN. SEWER LINE PROTECTION DETAIL AT CHANNEL WALL W_ `NOS 22+40.81 PRIMARY CHANNEL (SHEET No. 4) CORRECTIONS �eflssf is N. T . S 6 03 1, k ISO 23'J ii l l RESID E GINEER DATE '�r\ Exp.12-13110S `it/ COUNTY OF SAN BERNARDINO `= TRANSPORTATION / FLOOD CONTROL DEPARTME DRAWN BY DESIGNED BY I PROJ. ENGR. WEST CUCAM ❑NGA CHANNEL RM MA MB REVISIONS SUBMITTED BY CUCAM❑NGA SEWER DESCRIPTION: gpPROyEp�pgTE O QM. ROFESS/ONgC ENGINEERING �U��ti ��y ESOURCES �0 E Florida Avenue, Suite B C► EF DESM Q� DATE INTERCEPTOR RELOCATION Hemet, California 92544 RECOMMENDED /APPROVED BY Li No. 41836 OF S"ERN XFORl11� INC. (909) 765-6622 Fax 765-6621 DETAIL SHEET * Exp. 3/31 /04 * PREPARED UNDER THE SUPERVISION 0 . - ❑NTARI❑ AREA C I V 1 ��P M AM. DDZECTM of M MSPWATmi DATE qTF OF CpLIFC� JOHN M. bRUDIN F.B. REF. V.O. NO. SCALE SHT. NO. TOT. SHT'S �131 _T �, �c Cu�~i1i�I �1 30 REGISTERED CIVIL ENGINEER N . 41836 DRAWN: CHECKED: DATE: o'L REGISTRATION EXPIRES; 3/31/04 DIRECTOR &F TRh4SrlN A7O?4 r 0 0 m C1J a cu cn 3 cv r• ) 0 0 0 0 cli cn F— U W D 0 M CONSTRUCTION NOTES 20 RELOCATE F.H. 36 CONSTRUCT 60" SEWER MANHOLE PER DETAIL ON SHEET 24 56 INSTALL CONCRETE ENCASED 18" VCP SEWER 50 INSTALL CONCRETE ENCASED 8" VCP SEWER 58 INSTALL CONCRETE ENCASED 24" VCP SEWER 59 INSTALL 15" HEAT FUSION EPDXY LINED STEEL AIR JUMPER 60 PROTECT THE 6" FORCE MAIN ACCORDING TO CASE 2 ON SHEET 25 1' MIN. CONCR SLURR' COMPACTION PER SOILS ENGINEER 3"x3" GROOVES _4 SILL W/METAL CORE FIBERGLASS STOP LOG TOP OF SILL=826.36 CONCRETE ENCASEMENT NTS a 6" -- 4' SECTION D-D METAL CORE FIBERGLASS STOP LOGS SILL W/METAL CORE FIBERGLASS STOP LOG TOP OF SILL=826.36 O TOP VIEW OF MODIFIED • MANHOLE BASE MANHOLE No. 3 2L PREFABRICATED MANHOLE SEE SHEET 24 FOR DETAIL SCALE- 1-,---4 Q" 3000 P.S.I. CONCRETE BASE SEE SHEET 24 FOR DETAIL ;RETE ENCASEMENT C °d METAL CORE _ FIBERGLASS STOP LOGS 3"x3" GROOVE I t' 59 SUPENDED ACROSS j i FINISHED GRADE ® C.L. SEWER �\ PROP. I 8" SEWER (.D// M I N , NOTE: w CONTRACTOR 0 VERIFY THE DEPTH OF THE WATERLINE EXISTING I /^ X. 18 ARCHIBALD Z "I' --�Rt1NK - --- - U I 1 .2% (24 ,B, BEDDING ONTARI SEWER LINE) SEE DETAIL I M I C1�S - EXIST. 33" SEWERIwo ,C. U I = 6, SEE DETAIL'D' _ �i _ -FI w N 0.5a —`—J wo z O ^ �3 ~ -" . o �+� 6. - O - - - -- ---- — - - - O -- - --- i N Uj W LJ vim m O 0 zU _ I O — oo rn r N O z �I ± � + a a 7 .38 L.F. 18" �0- LF N 44 Z �1 4! Z Z - - f VCP 4 VC P r N l rr 185.50 L.F. 8' 24" 2 CASED �13.8f 0 CONCRETE I I it VCP SEWER SIPHON \ TOP (I � °' 111 V44 j - --- - - PROFILE SCALE I VERT.• 1 in = 4 ft. HORZ.• 1 in = 40 ft. 10+00 11+t1U I[+UU ARCHIBALD TRUNK FLOOD CONTROL R/ I EX. 33 SEWER y 59 M.H. #3 0 �5co o JUI, M.H. #4�. /a� �� 7�1 PREFABRICATED MANHOLE PER SHEET 24 0 II0 V �N+ TA 0+ 6.19 D �- HAN. . "� 25' SLOPE SHELF 1 /2 /FT. TEMPORARY CONST. EASEMENT b STREET R/W STREET R/W + \ { ' r-1 ' of NOTE: I' CONTRACTOR TO VERIFY THE 57 I I I DEPTH OF THE EXISTING WATERLINE CHAN.I S A 34+31. 6 M.H. #1 M.H. 1#2 12+52.38 36 0 o 1 56 2 I^' PROPOSED VCP SEWER � SILL W/METAL CORE FIBERGLASS STOP LOG TOP OF SILL=829.47 C_ PROPO ilD S ER SIPHON FOR ARCHIB LD T UNK • PRIMAR BARREL 1-8" CON CR E ENCAS VCP t SECON ARY RREL: 1 24" CO RET ENCAS D VC AL I -� ARCHIBALD TRUNK"� A 9'o MIN. \. 3000 P.S.I. CONCRETE BASE C _ , SEE SHEET 24 F//OR DETAIL SECTION C-C� U CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR G_ r JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS CQllfvrnlo Council AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE 70 APPLY CONTINUOUSLY AND NOT BE LIMITED TO Of Civil Engineers NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD 6 Land Surveyors DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. GRAPHIC SCALE 40 0 20 40 80 SCALE: 1" = 40' CONCRETE ENCASEMENT ,;;=X��` `��� CORRECTIONS 4 No. 21937 II L� �/OS I ) t •� � - Exp.l2/ CITY OF ONTARIO �� ACCEPTED BY: DATE: �%e,G�CITY ENGINEER /'�,0/�Q� UndsTgTound 38TYka MSTP !paflo TOLL FREE �j{oOOo 22 -/U —28 00 00 TWO WORKING DAYS BEFORE YOU DIG RESID N NGINEE DAi REVISIONS NO. DATE INITIAL DESCRIPTION: APPROVED/DATE Mt4 � �1 ^122 lei -:- . r=*C MaDI'FIEb �� •, �-�-�, i�- DESIGNED: DRAWN: CHECKED: r� DETAIL 'C' SCALE:1 "= 40" DOUBLE RING ENTRANCE SHAFT (36" & 24" OPENINGS) PER DETAIL ON SHEET 24 (AASHTO - H2O TRAFFIC LOAD) co 36" CONSTRUCT BRICK & MORTAR BULKHEAD-, P DOUBLE RING ENTRANCE SHAFT (36 & 24" OPENINGS) PER DETAIL ON SHEET 24 (AASHTO — H2O TRAFFIC LOAD) PROPOSED 18" SEWER ° _ W EX. 18" SEWER Q a° d TO BE ABANDON d a o a 2I TOP VIEW OF MODIFIED MANHOLE BASE MANHOLE No. 2 L� PREFABRICATED MANHOLE SEE SAN BERNARDINO COUNTY SHEET 24 FOR DETAIL FLOOD CONTROL DISTRICT SCALE: I DETAIL 'D' SCALE:1 "=40" co . 36" PROPOSED 24" h60" SEWER cn W ° °d 1 d EX. 33" SEWER d BASE TO BE ror° CAST I N 00c PLACE (SEE 00h SHEET 24) MANHOLE No. 1 PREFABRICATED MANHOLE SEE SHEET 24 FOR DETAIL SCALE:-" m 49' IETAL CORE FIBERGLASS STOP LOGS tA r� "x3" GROOVES MANHOLE No. 4 PREFABRICATED MANHOLE SEE SHEET 24 FOR DETAIL SCALE: �►t+�t....l= Dot"Alt S AS z SILL W/METAL CORE 7 5"FIBERGLASS STOP LOG II TOP OF SILL=829.47 ° I o a SLOPE ,. ILL W/METAL CORE SHELF d FIBERGLASS STOP LOG 1/ 2FT \ OP OF SILL=829.19 V�koFESS M. Bit? <FG 12 W No. 41836 Exp. 3/31 /04 `ITr CIVIL F OF CAt�f� METAL CORE ° ° FIBERGLASS ? .......... z V-::!!F ° I STOP LOGS 3000 P.S.I. ° \ ° 9" ,MINI. d r, 3000 P.S.I. ' d ONCRETE RETE --�- BASESHEET SEE _ BASE SEE SHEET / ,. � ccnr�nu Q-ct iG\ 24 FOR 3"x3" DETAIL 0 GROOVE SECTION A -A 24 FOR DETAIL DRAWN BY DESIGNED BY PROJ. ENGR. WEST C U C A M C N G A CHANNEL Rivet MA M8 SUBMITTED BY ARCHIBALD SEWER NGINEERING 3550 E. Florida Ave. Suite B ��ff'� • I r_�i p� Hemet, CA 92544 I DAB TRUNK REL_❑CATIl7N ESOURCES (909) 765-6622 CHEF+E OF SOUTHERN CAIIFORNIA INC. (909) 76 -6 21 FAX RECOMMENDED APPROVED BY PLAN PREPARED UNDER THE SUPERVISION OF: a, .rp, - /�6 ASSIST. FLOOD CONTROL ENGINEER ONTARIO AREA JOHN M. BRU�VIL F.B. REF. W.O. NO. SCALE SHT. NO. TOT. SH REGISTERED ENGINEER NO. 41836 NI q .)'11A_ — �_ Fp 089 A S S H ❑ W N 2 2 30 DATE: �� REGISTRATION EXPIRES; 3/31/04 _ FLOOD CONTROL EtiGINEEF. LF s1k 1- 2ct-gc-) 0 CV m cu C6 Ln CV Q 0 5" 3 cu 0 0 0 0 cu ar U W 0 cccl- a o 0 18+53.1 1 0 END 18 PIPE 820 27" Ss 7" SS - _ 3'4" 42" 825. wv --1 —12" W —� SS= i 13+683= \ ST. FLOC \� -CON T APPROVED BY: CIVIL ENGINEER FOR DATE: I.E.U.A. ;I o Y -- 20' SEWER EASEMENT N 89 50 55" V 35W :O N 89t7 55" V 5.00' I W o m o�cs a b m Zi 0 1 30 'SSA 4c o ?gr S —E— -- H - 1 2" W— /1 14+00 ; , 15+00 w 12 " NY-+-- - -- -- -- —1 1 i i + i PROPOSED CH+NEL I 1 I x 40 1 - APPROXIMATE I% j — I--- — — — - 1 EXISTING GROUND I ; I PEER i ' 2 • o ���` ` AZ ° T S F ! 830 „ SEWER ': EX — n FX 3 i 8 6„ S ' EX \N� • EX 60" SEWER n SEWER II , I 29 3� /FR 82a Dt i 823.4t INV. EX NV 4 826 3 �N SFWFR �� /`F/Q ► , �8 Nv i 18" DUCTILk IRON PIPE I rn w, " 00 = 00 l/ERT. 1 in = 4 ft. Lv CV = + ate� , i I HORZ.' 1 in = 40 ft. i o N -, 16+00 15+00 14+00 13+00 rnNIc,-TRIIrTinN NOTES 36 CONSTRUCT 60" SEWER MANHOLE PER DETAIL ON SHEET 24 63 INSTALL 18" COAL TAR WRAPPED DUCTILE IRON PIPE W/HEAT FUSION EPDXY LINING 64 CONSTRUCT HEADWALL/WINGWALL PER CALTRANS STD. DWG. D84 OO INSTALL 18" FLARED END SECTION PER CALTRANS STD. D94B TYPE 'A' S=O.0010 O w O = 0(0 O rM + o 00 12+ 00 UWN GRAPHIC SCALE r S 40 0 2C 40 80 Gr'sl W Nc.23037 SCALE: I" = 40' #� Exp 17131/4S CORREC IONS �! REST T E GINEE DATE 3 S=0.0025 BEDDING 11 +00 S=0.0032 I - -*- - - � 820 w " X = O OU 10+00 9+00 r 6' d1 N \ — CITY OF ON TARI O — _____- SAN BERNARDINO COUNTY A, , BY• , FLOOD CONTROL DISTRICT ACCEPTED 0094rfCITY ENGINEER DATE: DRAWN BY I DESIGNED BY PROJ. ENGR. WEST C U C A M O N G A CHANNEL � MA MB SUBMITTED B PLAN AND PROFIL JIN REVISIONS o D o �Qd��C� Q�CQf� U n d s P g P 0 M W d 3 6 o PROFESS/pNgC BR�o�yF�c/ - NGINEERING I'' ELY BASINS RECHARG N0. DATE INfTIAL DESCRIPTION: APPROWD�DATE CONSTRUCTIoN CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION SOLE AND COMPLETE RESPONSIBILITY FOR O p p o TOLL FREE Ne-Rq -SST ia"TIL,I'T `�/ 1.p� ����,o�M. ESOU ICES �° � F'aida A�� Suite B Hearst. Cdifania 925N CHU �+ ��� DAYE RECO ArENDED / APPROVED BY STATION 10 + 0 0 T ❑ 18 + PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS o a � �� �� �� `''No. 41836 OF SOUT1#RII GLifO(QIIA Its. (909) 765 6671 Fox (91I9) 7656621 (/l DURING THE COURSE OF CONSTRUCTION JOB SITE CONDITIONS D TO NOT BE UNITED y� o I FI I Ia"SS E p. 3/31/04 PREPARED UNDER THE SUPERVISION OF: i t i �fl . li /v' t-- ONTARIO AREA AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND u��OO S--F� ASSIST. FLOOD CONTROL ENGINEER DALE NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD (((( �j �j 7Jo�J (R>00 L�,L�,!/ !SU III `ryTF FI��Fo���P JOHN M. BRU IN �?^�. ! �� F.B. REF. W.O. N0. SCALE SHT, N0. TOT. SHTS. DESIGN PROFESSIONAL HARMLESS FROM ANY AND LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE REGISTERED IVIL ENGINEER NO. 41836 a�W.mw . - _., F01(J89 /� c I n / N.I 23 30 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN DATE: 91'21CO'01 REGISTRATION EXPIRES: 3/31/04 FLOOD CONTEOL ENGINEER DALE TWO WORKING DAYS BEFORE YOU DIG DESIGNED: DRAWN: CHECKED: - 2C)-t - 4-0 PROFESSIONAL Cu CD C�, R, m �o ro m �i m I -- CT 0 w cn w rr cV c- cn i m 0 0 0 0 .-v a� c-) w -D 0 n a NOTES 1'. PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS OF A.S.T.M. C478 AND BE DESIGNED FOR AASHTO H2O LOADING. 2. MATERIALS, EMBEDMENT, PLACEMENT, AND COMPACTION OF GRANULAR EMBEDMENT AND COMPACTED BACKFILL WILL CONFORM TO THE AGENCY'S STANDARD SPECIFICATIONS FOR PIPE BEDDING AND TRENCH BACKFILL. 3. REFER TO IEUA'S STANDARD DETAILS SHEET FOR ENTRANCE SHAFT, KEY WAY, BEDDIND AND BACKFILL DETAILS 4. PROVIDE EYE HOOK RIGHT UNDER MANHOLE COVER TO SUPPORT SAMPLING EQUIPMENT, S.S. EYE HOOK IN EXIST. PHILLIPS SHIELDS MANHOLE EXIST. 6" PROPOSED 6" SPOOL FORCE MAIN 15" �— CONNECT TO WYE AT EXIST. ELEV. FIELD VERIFY 27'f 2 - —�-12" PROP. - L------------ MIN 060 REMOVE EXIST.6" SPOOL EXIST. 6" COMB. WYE AND GROUT THE OPENING & BEND. ROTATE NOT TO EXCEED 90' FOR CONNECTION TO PROP. PIPE SUPPORT(2 PLACES) 6" SPOOL & F.M. i IwTb _THlE_= NOW ," L4 NLE 49;;�l NG t gem ' n _V I-=7" 1-44r--- L�-T IN . zk FORCE MAINLE MANHOLE O CONNECTION STA. 13+88.03 NTS NOTE Iry j PROVIDE MI 6" PAVED AREA AROUND TH TWO MANHOLES INVERT ELEVATIONS AS A - - - SHOWN ON PLAN AND SEE ENTRANCE SHAFT PROFILE. 837.2 CDETAILS SHEET 24 NOTE: THE CONTRkCTOR SHALL POTHOLE THE 12 WATER LINE BEFORE RELOCATING THE 6" FORCE MN TO MEET MINIMUM 1' CLEARANCE. IF LESS THAN ' CLEARANCE EXIST SLURRY ENCASE TO MIN. 2' 0 BOTH SIDE OF THE CRqSSING. 3" LEVELING RINGS AS REQUIRED- 30olr" 6" MIN. 30" 12" MAX., 6" MIN. INSTALL EYE HOOK J'/M ' • •' -• °' •r HOLD MIN. 00 LBS .�` 5„ 36" MAX 36» INSTALL 6" PVC : EL. 835.5 `R THROUGH WALL AT 45' 5" .... �: INV. 834.2 (, DRY PACK•` DRAIN HOLE ��pt 5¢ 48" I _. 90' BEND 6" F.M. _• "i FLANGE CONNECTION :~�,_" STAINLESS STEEL PRECAST REINFORCED CONCRETE WITH S.S. BOLTS �`. STANDARD MANHOLE EL. 833.20 ANCHOR BOLTS•' ,. .. 2» MIN. -- ':�:: Y, CHANNEL _ fi .. :...' . 0 , • :•. 90' BEND �} �• fir; ,; _. �.'.. VARIABLE s: 6" GRAVITY LINE-.'-. " ,9" MIN... a .• r: : • o •. ., . :. •' . 3000 P.S.I. CONCRETE INV. 832.50 BASE 6'-0" SECTION A —A STA. 12+92.76 1 E U A STANDARD SEWER MANHOLE WITH ECCENTRIC CONE NTS 1. PIPE AND APPURTENANCES SIZES ARE SHOWN ON PLAN AND PROFILE DRAWINGS. 2. THE ABOVE GROUND VALVE ASSEMBLY SHALL BE THOROUGHLY CLEANED AND PAINTED PER THE SPECIFICATIONS. 3. INSTALL TWO (2) PIPE BOLLARDS PER DTL G/C-3 WHERE NO CURB EXISTS. 4. COMPLETE ASSEMBLY ABOVE GROUND SHALL BE PLUMB. 24" 5. SADDLES SHALL NOT BE INSTALLED WITHIN 18" OF ANY MAINLINE VALVE COUPLING, JOINT OR FITTING. 6. ALL BURIED NUTS, BOLTS AND COUPLING SHALL BE COATED W/BITUMASTIC. • 7. FIELD ADJUST LOCATION WITH APPROVAL OF ENGINEER TO AVOID CONFLICTS W/EXIST. UTILITIES. + 8. PROVIDE DIELECTRIC COUPLING BETWEEN DIP OR STL AND COPPER TUBING OR GALVANIZED IRON. N 9. PROVIDE VALVE WITHOUT SHAFT EXTENSION. ')^„ ' VARIABLE SEE 2'-0" MIN. NOTE 0 0 0 0 0 a 0 0 0 0 0 0 AIR RELEASE & VACUUM (� VALVE ASSEMBLY, SEE SPEC. II GATE VALVE W/BOX SEE NOTE 9 1 + APPROVED BY: 36-3/4" VENT HOLE EQUALLY SPACED r 6" CONCRETE PAD BALL VALVE REINFORCED W/WWF W/HANDWHEEL REMOVED 6x6-W1 .4xW1 .4 FINISHED FINISHED GRADE GRADE r •• d .0000 )00 0 ^0, 6" MIN. DIA. HOLE cu .10 ^�6" OF 3/4" GRAVEL COPPER TUBING (TYP.) UP TO N CONCRETE GATE VALVE 2" DIA. OVER 2" USE SUPPORT SHALL BE GALVANIZED IRON. DIAMETER POURED SO AS TO AVOID SAME SIZE OR LARGER THAN INTERFERANCE WITH BOLTED AIR/VACUUM VALVE SIZE. CONNECTIONS. WELDED OR TAPPED NIPPLE AIR RELEASE & VACUUM VALVE ASSEMBLY CIVIL ENGINEER FOR DATE: I.E.U.A. of c s N1 10 GA GALV. STEEL HOUSING AND DOOR IEAVY HASP FOR LOCK iOLTING CLIP L SEE ►ETAIL 'D' CONSTRUCTION NOTES Eli 100' F 414 Lj _1 ( M _ ~ O X 06 �nwo 0 0) + —Zw r� n0w V) tt 69 INSTALL 6" COAL TAR WRAPPED DUCTILE IRON PIPE W/HEAT FUSION EPDXY LINING (C.B.W.C.D. OWNED & OPERATED BY I.E.U.A. PIPELINE) 71 INSTALL AIR RELEASE & VACUUM VALVE ASSEMBLY PER DETAIL ON SHEET 23B O2 INSTALL SEWER CLEAN -OUT PER DETAIL ON SHEET 23B CONC. PAD ROUND OR cn -ninr� in I o' --n" FINISH GRADE D.I. BLIND FLANGE — THRUST BLOCK CL. IV CONC. � 2-#4 BARS (TYP.) • CONCENTRIC CENTER IN SLAB CLEANOUT BOX WITH Cl COVER �- 6" D.I.P. MARKED "CO" LONG RADIUS FLANGED 45' ELBOW WYE 6" D.I.P. --� SEWER CLEAN -OUT NTS PLAN VIEW CITY OF ONTARIO STA. 12+92.76 ACCEPTED BY: NTS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE MATH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION MATH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL DATE: CITY ENGINEER UWdsT POund SsTyM cs MW REVISIONS NO. DATE INITIAL DESCRIPTION: E ����o TOLL [GC[ �' FIB il�o 00 � v 227-28 Oo R- TWO WORKING DAYS BFFORE YOU DIG' _..__F. CHECKED: 6" FORCE MAIN TO ELY BASIN APPROVED/DATE OVER C.L. PIPE 1 2% NITORING M.H. (BY fu A'S) ELEC w cn V) W J -w coo O + N Lij N n w r 0 to PROFILE SCALE i+ r- VERT• 1 in = 4 ft. 1 HORZ.- 1 in = 40 ft. - 13+00 12+00 /Q�QFESS N M BR- CS, Z W o' No. 41836 Exp. 3/31/04 T c m \- F OF CAL\FO, ..'. ; o .• . m J w w ;n 72.35 L.F. 0)� 'A') ENCASED + o I- DUCTILE IRON PIPE 00 Z 3: W/HEAT FUSION - m EPONY LINING I� J w O J -J �;� N 0 03 Z RESTRAIN ALL JOINTS 11 +00 i N 00 POSED CHANNEL APPROXI ATE EXISTING IGROUND I TI -� x W m I w +z I o u7w�t +Uj N J o+ N u~i ILX�j r- ao ? oo NI 10+00 -12" W_7V 2v" ss _00 9+00 0 pc COUNTY OF SAN BERNARDINO TRANSPORTATION / FLOOD CONTROL DEPARTMENT DRAWN BY I DESIGNED "RW* ENGR. WEST CUCAMONGA CHANNEL RM MAMB LNGIHEERING SUBMITTED BY PLAN AND PROFILE -A ESOURCES IV Florida Avenue, Suite B CHEF DESIGN ENo.,EER DAZE 6 " FORCE MAI N Hemet Cd'rfamia 92544 RECOMMENDED / APPROVED BY OF SOUTHERN CAUFORNIA, INC. (909) 765-6622 Fax (909) 65- STATION 10 + 0 d T ❑ 13 + 8 8 , 0 3 PREPARED UNDER THE SUPERVISION OF: ry f, Ate. DISCI OF �sPO"A,� DATE ON TAR I O AREA JOHN M. BR DIN F.B. REF W.O.NO. SCALE SHT. NO. TOT. SHT'S. I REGISTERED CIVIL ENGINEER NO. 413 5 DATE: �I�IoZ REGISTRATION EXPIRES: 3/31/04 " "� "" " "�"�'�� " �" , "��' t CIJn W N 2C� 30 I - 201- 4c 0 CU Q a CU cn C- CD Q: 3 cu cn m 0 Ln 0 0 c� cn w 0 M a G \ T Y 0\ CITY OF ONTARIO O\N 7-A Raj TOP VIEW I.,UV LK UL I !-AIL 3" LEVELING RINGS AS REQUIRED- 12" MAX., 6" MIN. SNOT" CORRECTIONS 16" OR RINGS TO MAKE UP REQUIRED DEPTH 3000 P.S.I. CONCRETE BASE ALTERNATE LETTER LOCATION 11 /2" LETTERS IN 6"X 9" BOX NOTE: MANHOLE FRAME & COVER SHALL BE ALHAMBRA FOUNDRY TYPE A-1252 OR LONG BEACH IRON WORKS TYPE X-106 B OR APPROVED EQUAL. FRAME & COVER SHALL BE BITUMINOUS COATED AND WEIGH A MINIMUM OF 430 LBS. THE COVER SHALL HAVE TWO PICK HOLES. i2" AS -1�- 3000 P.S.I. CONCRETE REQUIRED 2" i2 f--%L I L=RNATE LETTER • I I —III —III —I LOCATION CEMENT —III—III—III_ MORTAR ASPHALT PAPER ROADWAY SHOULDER 12" 12" ° \\\\\`I//////�/////�//////� e • ` J —I I CEMENT ASPHALT PAPER MORTAR WRAPPED OPEN FIELD ENTRANCE SHAFT DETAILS NO SCALE SEE ENTRANCE SHAFT DETAILS HEREON 2 EAC H - 2' �I B DIA. -" Ij! j LENGTHS VCP III 1�1�1�11' B DIA. EXITING MANH( C =1�,� 1�1- ENTRANCE SHE LOCATION AS 1 • BY THE ENGIN ALTERNATE PRECAST CONCRETE MANHOLE INLET_ •4 ALL SHELVES HAVE COARSE - BROOM FINIS F� SEE "MANHOLE D p NOTE POE J, INVERT ELEVATIONS AS 'E DIA. SHOWN ON PLAN AND F PROFILE. FT. 2" MIN. A G • • ,. a e .Q •' ° •a • . .. 6 • a ° A 9„ MIN. • •' .. a IMENSIONAL DATA" y. C SECTION A -A 12" 3000 P.S.I. CONCRETE --STREET SURFACE 1211 SPIGOTS T-RIB T-LOCK ti S BELL S T-RIB 1 " WELD STRIP MIN. OVERLAP �4" JOINT STRIP EACH SIDE OF JOINT TYPE P-1 JOINT SPIGOT` T-RIB — I i l�l 1 1—III- Ir I SPIGOT` S BELL T-LOCK 4 y } =� F==—= T-RIB S T-RIB ROADWAY 1" WELD STRIP 1 /2" MIN. OVERLAP T-LOCK TYPE P-2 JOINT A EACH — 2' ENGTHS VCP NTERING MANHOLE NOTES VARIABLE 1. PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS OF A.S.T.M. C478 AND BE DESIGNED FOR AASHTO H2O LOADING. 2. MATERIALS, EMBEDMENT, PLACEMENT, AND COMPACTION OF GRANULAR EMBEDMENT AND COMPACTED BACKFILL WILL CONFORM TO THE AGENCY'S STANDARD SPECIFICATIONS FOR PIPE BEDDING AND TRENCH BACKFILL. I E U A STANDARD SEWER MANHOLE WITH ECCENTRIC CONE NO SCALE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS California Council AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO oF Civil Engineers NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHI R AGREES TO DEFEND, INDEMNIFY AND HOLD b band Surveyors DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. APPROVED BY: CIVIL ENGINEER FOR I.E.U.A. UndsTgTound SsTwO s ANTQ t9aflo TOLL FREE T= 0�j00�j (� DATE: I�,,■■fltl�.R►Iltii1� TWO WORKING DAYS BEFORE YOU DIG I DESIGNED: 4 BELL 4 T-RIB !�-1/2" MIN. OVERLAP ESPECIAL 4" EACH SIDE OF JOINT FLAT WELD STRIP TYPE P-3 JOINT FIELD JOINTS FOR---T-LOCK LINED PIPE ­ �4 ik k U a 21 / >> 14,. 8 3/k ,� FIELD MORTAR 1� /4 " 4 k4 1 /" 4 � 4 1:3 MIX 1 /4 3/4- 1'{ .2 4 )) 3/4 2 1 /2 k 4 i � k M. H U WALL KEY WAY DETAIL FOR 5' OR LESS DIAMETER MANHOLES NO SCALE NO SCALE 7" U k k 25/8 >> 13/4 FIELD 4 / 4 11 4 MORTAR 1:3 MIX {k /4- �" t k 11 /4 » k { { )) %` {... 21/4 21/2 ' a { k k k � 4 M.H. WALL KEY WAY DETAIL FOR 6' OR GREATER DIAMETER MANHOLES NO SCALE MANHOLE DIMENSIONAL DATA MANHOLE TYPE A B C D E PIPE DIAMETER DIAMETER 48" REINFORCED 36" 30" 5" 41/g" 6'-0"+ PIPE DIAMETERS TO 21" 48 REINFORCED 36 30" 6" 6" 6'-0"+ * 24" 60" REINFORCED 36" 30" 6" 6" 7'-0"+ PIPE DIAMETERS 27" TO 39" 60" REINFORCED 36" 30" 6" 6" 7'-0"+ * 42" 72" REINFORCED 36" 30" 6" 6" 8'-0"+ PIPE DIAMETERS 45" & GREATER * IF CONNECTIONS AND TEES ARE REQUIRED, USE NEXT HIGHER DIAMETER MANHOLE. ** WHERE 30" OPENING IS NOT POSSIBLE, USE CONCENTRIC COVER, ALHAMBRA FOUNDRY TYPE A-1325 OR EQUIVALENT. DIMENSIONAL TABLE INLAND EMPIRE UTILITIES AGENCY* *A Municipal Water District SAN BERNARDINO COUNTY LOCATION MAILING ADDRESS 9400 Cherry Avenue, Building A Poet Office Box 697 FLOOD CONTROL DISTRICT Fontana, California 92335 Rancho Cucamonga. California 91730 Telephone (909) 357-0241 DRAWN BY DESIGNED BY PROJ. ENGR. WEST C U C A M O N G A CHANNEL REVISIONS RM MA MB DESCRIPTION: APPROVED/DATE QFtOFESS�pN N G N E E R t N C 3550 E. Florida Ave. Suite B SUBMITTED BY MANHOLE DETAILS Rj0 ,,..., 13,9 IzF w % No. 41836 Exp. 3/31 /04 * sT9T CIVIL R�� F OF CA1-CFO Hemet, CA 92544a,04•'v— ESOURCES (909) 765-6622 OF SOUiHE�I CAIIFORNUI K.(909) 7 6621 FAX CHEF DOM �� DATE ONTARIO AREA RECOMMENDED / APPROVED BY j $ i, ASSa FLOOD < o TROL :z:F f �DATI „ lC d,� 'Q I'1®�,�I FLOOD CONTROL ENGINEEP DA,E PREPARED UNDER THE SUPERVISION OF:(7�V� (?- JOHN AA. BR DIN REGISTERED CIVIL ENGINEER NO. 41836 DATE: 9' 0� REGISTRATION EXPIRES: 3/31/04 F.B. REF. W.O. N0. F01089 SCALE AS SHOWN SHT. N0. 24 TOT. SI- 30 DRAWN: CHECKED: 0 Ln CD n, a Cn C 0 Cu 1= m 0 Ln b 0 cn r- w 0 Cr n TRENCH WALLS MAY 5" BE SLOPED I MIN. 1 INITIAL I 12" BACKFILL MIN. I CONCRETE OR SLURRY , - MIX (1000 P.S.I. MIN.) Q;... PIPE DIA. CAREFULLY PLACED GRANULAR ' _ EMBEDMENT* COMPACTED PIP PER SPECIFICATION ��o o I _ E DIA./8 _ (4" Mn GO IN.) UNDISTURBED i Ti=ii �sr EARTH LOAD FACTOR: 2.7 NOTE: THIS TYPE OF CONSTRUCTION REQUIRES THE CONCRETE TO EXTEND FROM THE PIPE TO THE TRENCH WALL. CAUTION: NOT RECOMMENDED WHERE NATIVE SOILS ARE EXPANSIVE. CLASS A -III - SIDECRADLING CAREFULLY PLACED GRADED GRAVEL EMBEDMENT COMPACTED PER AGENCY'S STANDARD SPECIFICATIONS UNDISTURBED EARTH 6"MIN_. 0"MAX HAND PLACED COMPACTED BACKFILL CLASS B LOAD FACTOR 1.9 *GRANULAR EMBEDMENT: COARSE GRAINED NATIVE SOILS OR IMPORTED SAND WITH A MINIMUM SAND EQUIVALENCE OF 30 AND OF SUCH SIZE THAT 90 TO 100 PERCENT WILL PASS A NO. 4 SIEVE AND NO MORE THAN 5 PERCENT WILL PASS A NO. 200 SIEVE. NO CORRECTIONS 1.5 PIPE DIA. (PIPE DIA.+ 8" MIN -- PIPE DIA./6 .IT . - < i_ (5" MIN.) REIN d ♦ �_ CONCRETE FORCED -I I • * . Q� •° -I I J.I ! ` ' .i •p II I I �) I d • . =I II PIPE DIA./4 (4„ MIN.) UNDISTURBED EARTH LOAD FACTOR: 4.5 NOTE: THIS TYPE OF CONSTRUCTION SHOULD BE DESIGNED BY A REGISTERED STRUCTURAL ENGINEER, AND MAY YIELD HIGHER LOAD FACTORS THAN INDICATED. CLASS A -IV • CONCRETE ENCASEMENT m EMBEDMENT COMPACTED PPE DIA./8 PER AGENCY'S STANDARD N CAREFULLY PLACED GRADED GRAVI PIPE ( P MIN.) UNDISTURB EARTH CLASS C LOAD FACTOR 1.5 PIPE O.D. + 8" EXISTING 4" TYP. --I NON-METALLIC 4" TYI 1 /2" THICK ---I PIPELINE EXXPANSION EXISTING POWER JOINT FILLER OR TELEPHONE MATERIAL d a� DUCT 18" MAX. �-560-B-3250 REINFORCED t CONCRETE SUPPORT /��Ch �' w> EXISTING C 0 CONDUIT TO U BE SUPPORTED w jS PIPE DIA./6 - MIN. PIPE DIA./8 560 - B - 3250 C (4" MIN.) REINFORCED CONCRETE BEAM NOTES 1. SLAG, PEA GRAVEL, OR OTHER ALTERNATIVE MATERIALS WILL NOT BE ACCEPTABLE IN LIEU OF GRANULAR EMBEDMENT. 2. TRENCH SHORING & TRENCH WALL SLOPING SHALL BE IN CONFORMANCE WITH STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY REQUIREMENTS AND THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. 3. MATERIALS, EMBEDMENT, PLACEMENT AND COMPACTION OF GRANULAR EMBEDMENT* AND COMPACTED BACKFILL WILL CONFORM TO THE AGENCY'S STANDARD SPECIFICATION FOR PIPE BEDDING AND TRENCH BACKFILL. BEDDING DETAIL NOTES BEDDING DETAILS NO SCALE MI 1MUM 90% �(95%)* �- RELATIVE COMPACTION JI- �k ( SEE NOTE 2 ) COMPACTED BACKFILL I PLACED AND COMPACTED \ IN ACCORDANCE WITH MINIMUM 90% DISTRICT'S STANDARD SPECIFICATIONS FOR PIPE I RELATIVE BEDDING AND TRENCH I COMPACTION BACKFILL 3' NOTES: 1. MATERIAL FOR COMPACTED BACKFILL WILL CONSIST OF SUITABLE JOB EXCAVATED MATERIALS, IMPORTED SOILS, OR GRADED GRAVEL AS DEFINED IN THE AGENCY'S STANDARD SPECIFICATION FOR PIPE BEDDING AND TRENCH BACKFILL. SLAG, PEA GRAVEL, CRUSHED ROCK, OR OTHER ALTERNATIVE MATERIALS WILL NOT BE ACCEPTABLE. 2. COMPACTION UNDER THE STREET AND STRUCTURES SHALL BE 95%. 3. ALL PIPELINES CARRYING RECLAIMED WATER SHALL BE CLEARLY MARKED BY PIPE COLOR (PURPLE) OR BY PLACING IN BACKFILL PURPLE IDENTIFICATION TAPE. SAID TAPE SHALL BE NOT LESS THAN ONE FOOT OR MORE THAN TWO FEET ABOVE TOP OF PIPE. BACKFILL DETAIL NO SCALE a CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROJET, INCLUDING SETY OF ALL ERSON AOND SITE PROPERTYCONDITIONS THATDURING TH S THE REQUIREMENOTF SHALL BE TIMADEF TOE APPLYC CONTIN OUSLYAFAND NOT BEPLIM TEDSC°Ilfornlo Council TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD o� aEngineers DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE b lAnd Surveyors PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. NO. I DAIS I INITIAL :90-0 TOLL FREE U_000 227=2000 TWO WORKING DAYS BEFORE YOU DIG DESIGNED: SECTION B-B �(IF#4 BAR BEAM IS PRECAST) REINFORCEMENT - ,� SEE TABLE J MIN. BEARING SHALL BE U 0.5 O.D. OF SUPPORTED N PIPE #4 BAR ( IF BEAM IS PRECAST) REINFORCEMENT • ( SEE TABLE) 2" CL. SECTION C - C DUCTILE IRON CONTINUOUS PIPE CONCRETE--" BEDDING 4" F-B E WIDTH OF DUCT + 8" < 18" MAX V4 n CASE 1 NO SCALE B 1 /2" THICK PREFORMED EXPANSION JOINT MATERIAL B AND CONCRETE ETWEEN PIPE - --EXISTING NON-METALLIC PIPELINE NOTES 1 . WIDTH OF BEAM SHALL EQUAL O.D. + 8" OF SUPPORTED PIPE. 2. IF SUPPORTED PIPE IS BEDDED IN CONCRETE, BEAM WIDTH SHALL BE EQUAL BEDDING WIDTH. 3. IF BEAM IS PRECAST, ENDS OF BEAM SHALL BE FULLY BEDDED IN 420-C-2000 CONCRETE FOR LENGTH 'B'. THE BEDDING SHALL HAVE A MINIMUM THICKNESS OF 4". CLASS 'C' MORTAR SHALL BE PLACED BETWEEN TOP OF BEAM AND SUPPORTED PIPE TO PROVIDE MINIMUM BEARING SHOWN. 4. THIS CASE IS PERMITTED ONLY IF THE TRENCH WALLS ARE FIRM AND UNYIELDING. 5. MAXIMUM SPACING OF BARS SHALL BE 4" O. C. REINFORCED CONCRETE BEAM ( DIMENSIONS AND REINFORCEMENT) PIPE COVER S 0" TO 8'-0" 8'-1 " TO 12'-0" 12'-1 " TO 16'-0" 16'-1 " TO 20'-0" 20'-1 " TO 25'-0" T BARS B T BARS B T BARS B T BARS B T BARS B 0" TO 4'-0" 8" #4 1'-6" 8" #4 1'-6" 9" #4 V-6" 10" #4 V-6" 101/2" #4 1'-6" 4'-1 " TO 5'-0" 8" #4 V-6" 91/2" #4 V-6" 1 1 " #4 V-6" 12" #4 V-6" 121/2" #5 1'-6" 5'-1" TO 6'-0" 9" #4 1'-6" 11" #5 V-6" 121 2' #5 1'-6" 131 2" #5 2'-0" 141/2' #5 2'-0" 6'-1" TO 7'-0" 10" #5 V-6" 121/2" #5 2'-0" 141 2 #5 2'-0" 151 2" #5 2'-0" 161/2" #6 2'-0" 7'-1" TO 8'-0" 11" #5 1'-6" 14" #5 2'-0" 16" #5 2'-0" 171/2" #6 2'-6" 19" #6 2'-6" 8'-1" TO 9'-0" 121/2" #5 2'-0" 151/2" #6 2'-6" 171 2' #6 2'-6" 191 2" #6 2'-6" 21" #6 2'-6" 9'-1" TO 10'-0" 131 2" #6 2'-0" 17" #6 2'-6" 191 2' #6 3'-0" 211 2" #6 3'-0" 23" #6 3'-0" 10'-1" TO 11'-0" 141/2" #6 2'-6" 181/2" #6 3'-0" 21" #6 3'-0" 231 2" #6 3'-0" 25" #7 3'-0" 11'-1" TO 12'-0" 151 2" #6 2'-6" 20" #6 3'-0" 23" #7 3'-6" 251 2" #7 3'-6" 27" #7 3'-6" 12'-1" TO 13'-0" 17" #6 3'-0" 211/2" #7 3'-6" 241/2" #7 3'-6" 27 2" #7 4'-0" 29" #7 4'-0" 13'-1" TO 14'-0" 18" #7 3'-O" 23" #7 3'-6" 261/2 #7 4'-0" 29 2" #7 4'-0" 311 2" #7 4'-0" 14'-1 " TO 15'-0" 19" 7 3'-0" 25" #7 4'-0" 28" #7 4'-0" 311 2" #7 4'-6" 15'-1" TO 16'-0" 201 2" 7 3'-6" 261/2" #7 4'-0" 30" #8 4'-6" 16'-1" TO 17'-0" 211/2" 7 3'-6" 28" #8 4'-6" 17'-1" TO 18'-0" 221 2" #8 4'-0" 291/2" #8 4'-6" CASE 2 REINFORCED CONCRETE BEAM FOR 4" TO 24" I.D. PIPE - NO SCALE w JOINT (IF NEEDED TO EXTEND PIPE) 0 U EXIST. CONCRETE, W R.C., DUCTILE IRON, a OR CLAY PIPE d 4 FOR CLAY PIPE SEWERS, CUT EXIST. PIPE AND JOIN S B WITH TYPE 'D' JOINTS WITH 4' ADAPTER RING, IF REQUIRED, ON EACH SIDE OF TRENCH OR REMOVE TO NEAREST JOINT BEYOND CASE 3 DUCTILE IRON PIPE NO SCALE PIPE SUPPORTS - GENERAL NOTES MIN. CONCRETE COLLAR SECTION E - E ALLOWABLE SPANS AND MIN. REQUIRED BEARING FOR DUCTILE IRON PIPE DEPTH OF COVER 6" PIPE 8" PIPE 10" PIPE S ( MAX.) B( MINA ) S ( MAX.) B( MIN. ) S ( MAX.) B( MIN. ) 0 TO 8'-0 1 1'-0" 1 -6 13 -6 1'-6" 16 -6 2'-0 8'-1 "• TO 16'-0" 8'-0" V-6" 10'-0" 2'-0" 12'-0" 2'-6" 16'-1" TO 25'-0" 7'-0' 1'-6" 9'-0" 2'-0" 10'-6" 2'-6" 1. ALL CROSSING HOUSE LATERALS 10" AND SMALLER SHALL BE SUPPORTED BY 5. CROSSING METALLIC CONDUITS 3 INCHES (NOMINAL SIZE) AND LARGER SHALL BE BACKFILLEDTO 2'-0" BELOW THE USE OF CASE 3 PIPE SUPPORT DETAIL. CROSSING CONDUIT WITH MATERIALS AS DESCRIBED IN THE DISTRICT'S DTANDARD SPECIFICATIONS FOR PIPE BEDDING AND TRENCH BACKFILL. THE TRENCH SHALL THEN BE BACKFILLED TO 12 INCHES OVER THE CONDUIT WITH CLEAN, 2. ALL NON-METALLIC CROSSING PIPELINE AND CONDUITS WITH 18" OR LESS CLEARANCE, MOISTENED SAND (SAND EQUIVALENT OVER 30), BROUGHT UP IN LAYERS OF NOT OVER 6 INCHES AND MECHANICALLY EXCEPT THOSE COVERED BY NOTE 1 ABOVE, SHALL BE SUPPORTED BY CASE 1 PIPE COMPACTED TO A RELATIVE DENSITY OF AT LEAST 90% WITH SPECIAL ATTENTION BEING GIVEN TO THE PIPE BOTTOM SUPPORT DETAIL. AND HAUNCH AREAS OF THE BACKFILL. 3. ALL NON-METALLIC CROSSING PIPELINE AND CONDUITS NOT COVERED BY THE ABOVE 6. IF BEDDING IS REMOVED FROM THE EXISTING PIPE THAT WILL REMAIN IN PLACE, THE PIPE SHALL BE EMBEDDED NOTES 1 OR 2 SHALL BE SUPPORTED BY THE USE OF CASE 2 PIPE SUPPORT DETAIL. WITH CONCRETE AT NO EXTRA COST TO THE AGENCY. 4. BACKFILL SHALL BE BROUGHT UP UNIFORMLY ALONG BOTH SIDES OF PROTECTED PIPE AND 7. UNLESS OTHERWISE INDICATED, CONCRETE SHALL BE CLASS 420-C-2000. SUPPORT SO AS TO INDUCE NO UNBALANCED FORCE. APPROVED BY: CIVIL ENGINEER FOR I.E.U.A. REVISIONS DESCRIPTION: DRAWN: DATE: CHECKED: PIPE SUPPORT DETAILS INLAND EMPIRE UTILITIES AGENCY* *A Municipal Water District SAN BERNARDINO COUNTY LOCATION MAILING ADDRESS 9400 Cherry Avenue, Building A Poet Office Box 697 FLOOD CONTROL DISTRICT Fontana, California 92335 Rancho Cucamonga, California 91730 Telephone (909) 357-0241 DRAWN BY DESIGNED BY PROD. ENGR. WEST C U C A M O N G A CHANNEL RM MA MB APPROVED/DATE PROFESS/ SUBM(TTED BY J BEDDING DETAILS M. BR°"q� NG NEER NG 3550 E. Florida Ave. Suite B Hemet, CA 92544 4, 2 ESOURCES (909) 765-6622 CHIEFDESIGN ENGINEER DATE Li (909) 765=$621 FAX RECOMMENDED APPROVED BY No. 41836 OF SOUTHERN XIFORNI INC. Exp. 3/31/04 PREPARED UNDER THE SUPERVISION OF:i� 0�1r� C1V1��_ `? ASSIST. FLOOD CONTR A?, ENGINEER a►I ONTARIO AREA F OF CAUFO JOHN M. BRU N REGISTERED IVIL ENGINEER NO. 41836' .��}!4 F.B. REF. W.O. N0. SCALE sHT. NO. TOT. SI- DATE �1210 DI REGISTRATION EXPIRES: 3/31/04 _ - -- FO 1 089 A S S H W N 2 S 3 0 FLOOD CONTROL ENGI`;E r. r - 20 1 - 40 0 0 N N 66 N 0 m 3 m N 4� 0 0 Lc-) 0 0 N Q-) F- w D 0 Cr a SLUICE GATE TO REMAIN j� CLOSED DURING CONSTRUCTION I. i 41 r�_�n �sr non.-r '. ._. _._.._ �e�o_n, c.•o ncn, r \ _ 1> 42 -� r c — a „ _ 4. i 4 - — — - ----- ------ r „ 6'X/00 \ /JLI \ dory-.�----- \ 5 4- +C, �n ._—�.0CL __- - 02 _ y[ _ 01 +00 GRAPHIC SCALE 40 0 20 40 80 SCALE: I" = 40' o - _-. N wa U0 F g± _.'ti � v--v_—._�.J__—�•— ..�- _..ter_ s�—_.V.__- - �'__T'_-_._,c-_... .__..�.,_.... _.....,. _._�� c y�_— _ .'_z..__--r_ �. —;, _.._ —._ +_"1'" .' .__ •, _. _.� �.ti.. _.. _.- ___., -._ - ._ _ _ .- __. -. .. m u a- o Co \� — U cr ., Q — — — —_ — - - - - - - - - r EROSION CONTROL LEGEND QL7pp SAND BAGS STACKED THREE HIGH BY STAGGERING WOVEN FABRIC SANDBAG FILLED WITH COARSE SAND -MIN. WEIGHT 40 LBS. 18" MIN. QR tES p 4" PVC PIPE FOR DRAINAGE,%�� DEPENDING ON FIELD CONDITIONS 4" PVC PIPE�FPCO �a ' • ��� r�. zso3� 24" MIN. RREPj// 0NS Exp.12/3//io Flow ". UZa+ 48" MIN. RESID6NT-EWGINEERor DATE CROSS SECTION CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS RE-QUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXC, PT1NG LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UndsTgTound SsTwO s MSTQ Wk. TOLD FREE �404 227-2600 TWO WORKING nAYS RI -FORE YOU DIG FRONT VIEW SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT DRAWN BY DESIGNED�BY�P%J.,�ENNGR. WEST C U C A M O N G A CHANNEL RM SM REVISIONS SUBMITTED BY STORM WATER NO. DATE INITIAL DESCRIPTION: APPROVED/DATE QEtOFESS/pN� ENGINEERING l� ESOURCES P❑LLUTI❑N PREVENTI❑N �0 E. Fkft Avenue, Sate B CHIEF �+ Q,� oA Hemet, California 92544 w Of sa> ERN CAJONA, PC. (909) 7B5--6622 Fax (0) RECOMMENDED APPROVED BY PROGRAM � No. 41836 Exp. 3/31/04 PREPARED UNDER THE SUPERVISION OF: --_ * * P... _ —.._._. _7 l ONTARIO AREA TSI1- FLOOD ('OI TROL FNGINEER DAN CIVO- OF JOHN M. 6 DIN11 d` Jay F.B. REF. W.O. NO. SCALE SHT. NO. TOT. SH rS. I qTF Cp��FOF REGISTERED CIVIL ENGINEER NO. 41836 ! F01089 AS SHOWN 25 B 30 DATE: REGISTRPT'^ �YP?RFS: 3!31 1)d FLOOD , DRAWN: CHECKED: ? F U CONTROL nNGi*:EFt' CAN r % ... • > i - 201 - 40 I I cn l -------- ----- -- W W W W W Z J C.? Q - 0 CU Q CV Ln v cv n cu Cn 0 3 U L<7 CU cn i m 0 Ln 0 0 cli i U w D 0 cr i (n 0 i o w< _ 0 cn it N UOf Ln N CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. c� U O Orr • - - - i 6 4_ Ln O p W Q N UO 5:1 SLOPE — — — TEMPORARY CONSTRUCTION EASEMENT -C14 TEMPORARY Mndupound Swwka Man odd TOLL FREE � 00 GRAPHIC SCALE 40 0 20 40 80 SCALE: I" - 40' REVISIONS NO. DATE INITIAL DESCRIPTION: APPROVED/DATE — ' I TWO WORKING DAYS BEFORE YOU DIG 1 DESIGNED: DRAWN: CHECKED: EROSION CONTROL LEGEND OOOO SAND BAGS STACKED THREE HIGH BY STAGGERING W'- -'v NOT' -'9q CORREC,TIONS lz� 1 REST N4TN GINE DATE 03 4" PVC PIPE FLOW WOVEN FABRIC SANDBAG FILLED WITH COARSE SAND -MIN. WEIGHT 40 LBS. 4" PVC PIPE FOR DRAINAGE DEPENDING ON FIELD CONDITIONS �I I�24" MIN. FRONT VIEW LL W J W W co) W Z J 2 V N Q 3 18" MIN. 1 S CROSS SECTION 18" MIN. V SAND BAG BERM SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT DRAWN BY DESIGNED BY PROJ. IENGR. WEST C U C A M O N G A CHANNEL RM MA MB oN °M E SUBMI'�D BY S T❑ R M WATER ENGINEERING l`r5'0 r 7- E. adAvenue, 8 _ ESOURCES ENGINEER DA7E P❑LLUTI❑N PREVENT IONHemetaorna 2W No. 41836 OF SOUTHERN CAl101k INC. (909) 765-6622 Fax (909) 7 ss RECOMMENDED / APPROVED BY PROGRAM Exp. 3/31/04 PREPARED UNDER THE SUPERVISION OF: 71 j / � I(' ( ' //�/////// n/1 '�, ' �IV1L �a� • • 1 ASSIST. FLOOD CONTROL ENGINEER DATE ONTARIO AREA F OF CAL\FOE� JOHN M. BR IN REGISTERED CIVIL ENGINEER NO. 41836 11 d6 ! F.B. REF. W.O. NO. SCALE SHT. N0. TOT. SF DATE: lu [61 REGISTRATION EXPIRES: 3/31 /04--- F01089 „"N GINEER DAIS AS SHOWN 2 5 C 3 I - 201 - 40 0 0 N r- 0 CU a Cn 0 3 0 LC-) N Cn m 0 0 0 0 CU rn F- U a- - FAp; 0 rT 0- 11 Ga. (Total E Equally 10'-0" Maximum SDocinc Typical Rail & Truss Pane End or Corner Post, / 2 1/2 " Nom. Dia. x 7'-4" (N 1 Std. Galv. Pipe With Galv. Cap 11 Go. Wire Tice /--�a t 12" 0. C. 10'-0" Maximum SDacinc Typical Rail & Truss Pane Line Post N N � (--1 1/4 Nom. Std. Galv. Pipe Rail (typ.) O 1 12 Go. x 1 " 1 ce Min. at 16" Q Max O.C. I 11 Go. Wire Ties (Total 6 ea. Equally Spaced) Tension Bar 7 ga. Spring Steel ' 1$ ) Min. 3/1 x 3 Tension Wire With 11 ga. Wire Ties at 24" O.C. Note. _ a: Top of Channel Wall ql II For Corners, TypIpal_ -.. Q 4:. a. Rail & Truss Wire- = . : a = :a:- Panel To Join Post"Ayi4 Both Directi T ypical Fence Elevation Typical fence Elevation on Slope 10'-0" Max. Where Panel Spacing oh Slops Exceeds 10'-0" Install 21/2" x 7'-4" Sta. Galv. Pipe Line Posts With Galv. Caps for Top Rail and 12" Long Light -Weight Metal Inserts at Equal Intervals of 1 '-0" or Less Intermediate Post, 3" Nom. Dia. x 7'-10" Std. Galv. Pipe With Galv. Cap N f- 10'-0" Maximum SDacina ypical Rail & Truss Panel End Post, 3" Nom. Dia. x 7'-10" Std. Galv. Pipe With galv. Cap 7 ga. Spring Steel Tension Wire With 11 ga. Wire Ties at 24" O.C. .0 L3/8" Tension Rod With Adjustable Tightener and cD Fittings t (See Note 7) CD Headwall or Parapet Fence Post 12 Ga. x 1 " Min. at 16" Max. O.C. Fill Clear Openings Greater Than 4" With Chain Link Fabric Headwall or RCB Parapet 10'-0" Maximum Spacinc Typical Rail & Truss Pane Line Post, 2 11/glom. Dia. x 7'-4" Std. Galv. Pipe With Galv. Cap N a �4-1 3/8" Tension Rod X; rFWith Adjustable Tightener and Fittings (;] R (See Note 7) 10'-0" Maximum Spacing Typical Rail & Truss Panel Intermediate Post, 3" Nom. Dia. x 7'-10" Std. Galv. Pipe With Gal.v. Cap, to be Installed at Not More Than 1000' Intervals /---711 Ga. Wire , ies at 12 O.C. 1 1/4 Nom. Std. Galv. Pipe Rail (typ.) Line Post I Tension Bar 3/16 X 3/4' Min. L7 go. Spring Steel Tension AI 2" Mesh, 72" x Wire With 11 ga. Wire TiesJL Chain Link Fabric at 24" O.C. 12 Long, .4 : :° = Top of Channel Wall ill Ir o' ' Light -Weight Metal a a :° a ; , = • . °' Inserts (See Note 8) �` . : !t I- 18" Long, Q " a _4 n ° a .. a:_ a'. ° -q :.Light -Weight Metal 4 - 4 4 ; -`/ Inserts (See Note 8) Typ. Rail & Typ. Rail & N Truss Panel I Clear ODenina Varies 12'-0" to 26'-0" I I Truss Panel A 10'-0" Maximum Spacing ypical Rail & Truss Panel 11/4" Nom. Std. Galv. Pipe Rail (typ.) With 11 ga. Wire Ties at 12" O.C. 2" Mesh, 72" Chain Link Fabric -Tension Bar 3/16" X 3%4 Min. 7 ga. Spring Steel Tension Wire With 11 ga. Wire Ties at 24" O.C. Typical Double Drive Gate 4 II II •- -. a _-II II I1II 4 . �. - 4 - -= -_ 'IIIIIII11I . 18" Long, L_ i ht �Wei".-h°t Metal Inserts etaul Inserts (See Note 8)Tension Bar 3/16„ X 3/4 Min. A° 1 1/4„ Nom. Std. Galv. : - 4 JQec;".�so,�, `_ .Top of Headwall or Parapet Pipe Rail (typ.) 18 Long, ®' ��" ,. Light -Weight Metal y s b _ $ Q7-1 6Inserts See Note 8 2" Mesh, 72" e° , `\Exp. t2 i/oS�', , Typica I Head Wa i Chain Link Fabric 4.= 7 ga. Spring Steel • "- a� � Tension Wire With Fence Elevation a 11 ga. Wire Ties at 24" O.C. (Includes RCB Parapets) - p - 44 CORRECTIONS ,._. Top of I% I Channel Wall RESIDE NG EER DATE Typical Fence Elevation at Headwall (Includes RCB Parapets) Where Spacing Exceeds 10'-0" Install -0/2 " x 7'-4" Sta. Galv. Pipe Line Posts With Galv. Eye Type Caps for Top Rail and 12" Long Light Weight Metal Inserts at Equal Intervals of 10'-0" or Less N Truss Pane Fasten Gate Catch to Post - �r o 1 4 o CD Q0 I Q 4'-0" Typ. Rail & Clear Opening Truss Panel 2" Mesh, 72" Gate Post Chain Link 3" Nom. Dia. x 7'-10 Std. Fabric Galv. Pipe With Galv. Cap pw!j so',•• IPUens, 1111111♦•• • 11 3/16' X 3/4 M I n . 1 1/4 Nom. Std. Galv. Pipe Rail (typ.) Cut -Out for Chain & Lock 3/8" Tension Rod With typ.) Adjustable Tightener and Fittings (See Note 7) k NF-C of �� f! Q p a.11 1� ° `� a ne 2" Nom. Dia. Std. Galv. Pipe for Gate Frame.Tie Fabric to 18" Long, Light -Weight Top and Bottome of Frame With Metal Inserts (See Note 8) 11 Go. wire Ties at 12" O.C. - Typical Walk Gate SCALE: 1" = 2' PIPS' .MA 77TRIAL LIST Nominal Diameter (Inches) Outside Diameter (Inches) Inside Diameter (Inches Weight per Foot Lbs. 1 114 1.560 1.380 2.270 1 112 1.900 1.610 2.720 2 2.375 2.067 3.650 2 112 2.875 2.469 5.790 3 3.500 3.068 7.580 3 112 4.000 3.548 9.110 4 4.500 4.026 10.790 6 6.625 6.065 18.970 8 8.625 7.987 28.55 GENERA L NO TES 1. ALL CHAIN LINK FENCE MA TERIALS, FITTINGS AND INS TALLA TION SHALL CONFORM TO THE LA TEST EDI TION OF THE DEPA R TMEN T OF TRA NSPOR TA TION S TA NDA RD SPECIFI CA TONS, SEC TION 80, "FENCES " AND THIS SPECIAL DRA WING. 2. THE FENCE FABRIC SHALL BE PLACED ON THE OUTWARD FACING SIDE OF THE POSTS, S TRECHED TAUT AND SECUREL Y FASTENED, UNLESS 0 7HERWISE SHOWN ON THE PLANS. 3. THE FENCE FABRIC SHALL SE 9 GAUGE UNLESS OTHERWISE SPECIFIED. 4. ALL GA TES SHALL OPEN OUTWARD, EXCEPT IF OTHERWISE- NOTED IN THE SPECIAL PROVISIONS 5. ALL GA TE HINGES SHALL BE HEA VY DUTY MALLEABLE IRON OR STEEL, INDUSTRIAL SERVICE TYPE 270 DEGREE SWING, NON -REMOVABLE, OF APPROVED QUALITY AND DESIGN, AND SHALL BE FASTENED FROM THE INSIDE. 6. SECURE GAL VANIZED CAP TO POST WI TH 1/4 " GAL VAN/ZED ROUND HEAD RI VET, OR TA CK WELD. 7. ADJUSTABLE TIGHTENER SHALL BE TURNBUCKLE OR EQUIVALENT, HA VING A 6" MINIMUM TAKE-UP. 8. L /GH T- WEIGH T METAL INSER TS SHAL L BE SHEET METAL TUBES WI TH 1. D. 314" GREA TER THAN 0. D. OF PIPE USED. POSTS ARE TO BE GROUTED INTO INSERTS USING NEAT GROUT OF 1 PART OF CEMENT AND 2 PAR TS OF WA TER. 9. ALL SOL TED HARDWARE ITEMS SHALL ALSO BE TACK WELDED IN SUCH A MANNER AS TO PREVENT REMOVAL BY UNAUTHORIZED INDI VIDUA L S. 10. ALL FENCE FABRIC SHALL HA VE A 12" WIDE HORIZON TALL Y PAINTED STRIPE ALONG THE CENTER OF THE FABRIC. THE PAINT SHALL BE A REFL EC TI VE TYPE ORANGE OR APPROVED EQUAL. AFTER FENCE FABRIC HAS BEEN PAINTED, A SAMPLE OF SAID PAIN T SHALL BE GI VEN TO THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT, OPERA TI DNS D/ VISION, A L ONG WI TH MA NUFA C TURER 'S NAME AND PAIN T SPECIFICA TIONS. 11. FOR WALL THICKNESSES 12" OR GREA TER, USE POST SIZES AS SHOWN. FOR WALL THICKNESS LESS THAN 12", USE POST SIZES AS FOL L O WS.- END, CORNER, INTERMEDIA TE, HEADWALL, PARAPET & WALK GATE POSTS - 2 112' NOV. -DIA. LINE POSTS - 2" NOM. DIA. DOUBLE DRIVE GATE POSTS -- 3" NOM. DIA. DF WKWO CUORtNA, INC. (909) , —1— 2 V Fox -- I.9) 7 6621 RECOMMENDED 0 APPROVED BY PREPARED UNDER THE SUPERVISION OF: �Y I ASSIST. FLOOD CONTROL ENG, tiFER �11 JOHN M. BRU IN REGISTERED CIVIL ENGINEER NO. 41836 11 DATE: �'�'� REGISTRATION EXPIRES: 3/31/04 ;y DATE I-20f-40