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CORNER Of HAVEN AVE. � 1. 5� ti•4i AN, k' AND SIXTH ST. 0 p q� k �� Z � b � � g � �� ? � W ° �•�° EL EV. /073. 229 4 t/ Ex�sr cRavwo o✓E c� SEWEf7 �' yl'� P�°� " • •` SEVERAL NOTES C R r (� r II20 _ cau�T�uGT STD• Coo INCH M.N Ah ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE CURRENT CHINO DF-TAILED ON C.1-5.W,D. DV-TAIL 6N5��Tp Q BASIN MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS AND THE STANDARD t1FV,- FITTIN4 F--xCV-rT W11H rL-AT ftTTOM (NO CHANWK-L) 30 \1-x SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION AND THE DPTA I- ; CBMWD STANDARD DETAIL SHEET OF THIS PLAN SET (SHEET 2) AS APPROPRIATE. III EX/5r 2/"',ex-v fZT%MOVE P,XI471NG� LMR . P ' EX/5T 2/ �i '` "� `� 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF IG r-PoXY LINT-P FLAN651) HOMr- 15r (90� sso.000� 5= 0.0003 s=a000s J� WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING '� to 1(p' rroXY LINJsD I:LANGE;D VEMT. MND(11v FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS WHETHER BtG5.Bz3 " �.'. OR NOT SHOWN ON THESE PLANS. rIJ //./8�/NV.✓O/N (V IG rrOXY LAW" CO(ArI ING ADAPTLiz 1 PLAN615, TO MT%GHANIGAL JOIN I°IM 14� 04 q2 PTo�sEv 5. oYER wE� KN 11 k 22. 0 T PR. to"D.f.P. 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR !s = 0.0003) RELOCATED AT THE DIRECTION OF THE CITY ENGINEER. UTILITIES ARE TO BE l 11. 1 1WV >r� - RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO btu p►� `' 0' w x \ � �� L=====A SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. l<ITTING► ITA►I, x h ro? (oo 14•rroxy LIWI'�D M.J. m AZ :" 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN °' THE FIELD UNLESS OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS ?� 1,< h, "`:., :, : .. 20"x/Yo" r'LANc�Ep �'GL"EillTfi/C 'lam REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS. �• FLy• .,. ''-, .�;. .':' .f'4� fiEOC/CLcR, EPOJV' G/n/E17. _ 1`"` - 9557 r- N E,Q " u 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION � 5 r 0.0003 H� rra ISL DRAIN HOLE 15 .a ' s=-0.0003 J C.F. g/.¢'RoGIC 1 ' 001 �, I�uGT !�r'l� Grul'1'oK 6424 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY T NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. �• '�OOQ• t s STA. Iot°13 .00 NEIN `,J � 0 .2 6. CALL UNDERGROUND SERVICE ALERT FOR UNDERGROUND LOCATIONS 72 HOURS BEFORE 8 9 ,,OOQ. �O �2 A ' •" �� X57 N�fs DIG (800-422-4133) Iv,Col-t.37.isll, IG" CON�141T.75L. . I(• 0.1.P. cowlf07#1L,.� GoN�T g6roo L•� PIPE FITTING DETAIL ( 7, THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48 HOURS PRIOR TO 1. l.A 'C' DDII a PER ENCASEMENT DETAIL � " p.1. O W'0.1.P CLAs� C�{-{T�� MANNOL� THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR 8�DD1+ o TANGr-NT IS REFERRED TO SECTION 1-10.3 OF THE STANDARD SPECIFICATIONS. _ PROFILE SCALES 'C' BEDDING Lt;NGTH u 8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING HORIZ. Ire- 40 Q/�� F� AND/OR PAVEMENT MARKINGS WHICH DURING HIS OPERATIONS HAVE BEEN EITHER LZ4.37 VERT. 1 = 8 n��oJ� �? FtN�S, MAM10 AND GWr-*- � CDMWD REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF hTANDARD PrTmL M *HOWW ON aNt�t%T Z ("Yr.) PAVEMENT STRIPING AND MARKINGS SHALL BE DONE IN CONFORMANCE WITH SECTION 310-5.6 OF THE STANDARD SPECIFICATIONS. ►ti ' 9. ALL NON-RECLAIMABLE WASTE LINES SHALL BE CLASS 50 EXPDXY LINED • DUCTILE IRON PIPE, MECHANICAL JOINT AND/OR PLAIN END. S 108 A v • A66�IATION6: O CONSTRUCT I0" D.I.P. CLASS 50 0. 1 eO WALL ` ° 10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION AND D.I.t'. Du�Tll IRAN rl� u COI-Io1f. OfD GO 1HCN M.N. AAi ELEVATION OF EXISTING SEWER MAIN(S) AND NOTIFY THE DESIGN ENGINEER OF O2 CONSTRUCT WI�"40LE PER CHINO BASIN STD. PLAITS 0(✓<A1 br,,P ON C 8 W.D. "IL, Gl14r M.J. MGGHANIGAL JOINT 0.1993 WALL �.� '� 6-xC6vr o0-(N r-,AT 0z::)r f0M (No CHaNt4�) ANY VARIATION FROM DESIGN. r I . rLAIN r,N12 O3 REMOVE EX. 21" R.C.P. SEWER PIPE „ �s} 4 ADA 11. CONSTRUCTION SHALL NOT BEGIN ON THIS RELOCATION UNTIL AFTER THE ISSUANCE �� • NRw NONJzt.A1MAt•�I WASTE I " 1 (� OF A PERMIT BY CBMWD TO ALLOW THE CONSTRUCTION AND ALSO AFTER A �• 4 WELD 2" NIPPLE TO D.I.P. TEE 1N�-Nj, 2"x i' Po r t�iN�D �i.ANci�D NO1��Z PRE-CONSTRUCTION CONFERENCE TO BE HELD AT LEAST ONE (1) WEEK PRIOR TO :•i NG NATu>LAL GJzOuND O et.WAO9 AvQ � VACUUM VALV1�i, I V�NAE Aff� VALv5 INTO Ho ( ZI' /Z t71 n� " BEGINNING CONSTRUCTION. IN ADDITION, CBMWD SHALL BE NOTIFIED A MINIMUM O 1 (p ePDX1C L{NI:D r-[,A_ 1GVD V9, OF 48-HOURS PRIOR TO ANY CONSTRUCTION IN THE VICINITY OF THE TRUNK SEWER INV INvh�T AC D L�(aAit I�'f{ (� 4i4f� Or'1'1-}� M.N. ,AN iI.JLE'� _ �' " ' •; ' r yd(ltf Ot%� VALwl% (2" MIN.) OLnl Ef i- -'AALtr Orr VAW9(1° ►✓11+,1-) -. _ Z_' p�ND (2ZYz" t71;NP ) OR ANY FACILITIES OWNED AND OPERATED BY CBMWD. FIN159. GRADE �} 1D 13LUW Orr 'JAWS ( 1 M1N.) AR-r- Pl 1qulWO Lei PA(�'r Or 1+- AU-A'fiO+4- I✓X1�i( 2111 K.C.P - b I G"�� XY Li+ I>r0 1 61 A 12. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL-OSHA. ENGASEA!ENT DETAIL coN�-rrlaJc-r ��� oi.P, cLA� �o - o.otio�� SLA OQ ��[[,, pomp I-t�a� TO M�GHA4J i CAL - ) - ► - •'"� � '''- '-; ' � ; �;��� 1�" XY L.iNt✓O M.J. 13. THE SAFETY PERMITOTO SHALL SUBMIT COPIES OF HIS DEPARTMENT OF INDUSTRIAL / �'M f:�.• . :. . .. •�.. I'ER DETAIL l�L.oW 20•X I(o• FLANGED E:GGENThI G •:: I�l%DUG�JZ Erox uN1✓D iGl. LJl-{OP ORAWIN( i Ati k -J1R BY<NF5 rrF Im r <iNAll� SW Ile DRAIN NOLO AP>%12o�1;D J3,' C 13• I� W-D 1 102 TO >� i1NN11-� O� COI-�1f�UCf10N., 6,000-3 f'f 1(i EXPrCr�D THAT hHOP ORAW 1 iJ� ✓ ILL BE �QU 1 Rrt) 902 All- O f f � ri PI; , Gow,!; -LGT PIKE - 1 C. 301 F30CK !%1'f�f1NF�i IWCWpIWG 9Wr,Y L1WIW6a 11-1r0(�IAfION; P1 PE OUP N r, - \IA V�UUM /2ns /Z'$ �ut'rogT R tr- C1�01NKAU_ATION 1WCLU04W(n R1;QUiR�D 44LrT-Orr- + Bt o✓� O� VALVEh 15• ALL I��� �ilJ 0UOI;D IXC P1' .N t2TA. (07+ 88.(v4 O)eAyI IAL Slq. h2 rff 1H,�� , hTW 1;C1�1C�AL_LPAID W" A 1M� CLY�T rL -- / / _ 0TA . 6+70 T!1/s t%1 I-IAL Co �� - 4 PIPE F I T T I N G DETAIL '°�� TANG�N-r LING?H h - - - - _- --�1f 87° 54. 54•• - Wr_�T SND MANHOLF-- rXvm�� c �usv t M Q H tc 'LA�a tt, 9C�AN�CALLJ •+.,', o. ,j",• „ tc .� 2 �� :•''` �' 2D.p S.O. v h V k' GO{.1�JT�I+tGT ! G0 IWGH M.14 Ad' 2 1 WA C b / / 1 ,C� / J D�TAtLED ON C.D.IN.D. DETAIL 6mrpq 30I , 00 LL b S i �4,0�/" 0 / ��` 0 vwci✓rT WITH rLAT ftTTOM ( NO GHANNL9 ,max p :, r 28. D. - o.LBB wAur w x d / / n �9�� M� / •' �, ?1J° PTYY LINL`D YrL-ANMi P HOPIt, W" rA v S / a v Q,'�� '.� �� �yq" !!i wI;LD�D FI b$ Myy Lim" !"L-m&m Hoor. mmc) 4�y AD�,Pt'�K ♦ • L u i t i. 41 21 NS 2060 03' 2 - 2/••S '"{J - - - - - 3/ie' THICK NEOPRENE 4 `: ', 1✓X. 11 R.C.P XlbTlldd rOYJt'.M� �EXIh71NG h.G.I° N•R.W. ht:KlE4Z I ° PAD 4 GUY WIK5 9 /w Ft.�cE ALL �/a° 71v�GALVAgiZEO ,�•: , , . :a ; . �.. IN -t'YP) ._.._ DQYPACK SEF ANCIJOit BOLT PCL �NCA�iM);I-i� PLATE 3/ G NOTE N•. I P1tOVIDE TWO ' a r, I • a j _r ' / / / W • / / / 2 � Off-ALIBLE Fbfl•r((aG%11�b° •K"RyftS y _ L HEX NUTS ;y` %�- *''•' XPQ�cY L1N�D M J. PIPE SUPPORT NATES rrpICAI ----- -- - - o FOR LEVEtINCr P / � M , Q AFTEX tN- , -r A4 CHlIRt•EJZ + STALL ATI 04. k DRAIN HOLE / / • / / 1. DRYRiCK 1 ys SPACE WITu (TYrCAL) 16 I C i• " 1•C.f. 514'966K G0No,1KUDT rim SurroJcT id I4K + F3SVic,y C ENEAIT MORTAR WHT-itJ< I)I f fEtEr4 Tllil t 2' ft. I CONCRCTE #. �� SETTLEMENT IS LIKELY TO OccUR I PIER bTA. + 139 .60 N" r I ► / /� / - 2 JC�� M4�f, OMIT AS DIRECTED 13Y THE EIIEI EF>L. �j;;.:`, t'' v,`i *� EXIC.�f C"A1Nl.1NK NCE es Y;. _ .� i r • r ( ,�{ PLAC N W 2 w Z. GALVAN►TE AFTEr- F'ASIZIGTTON. w A O s�4d• R'' EADQ MMY' `MANHOLE I ;:� PIPE FITTING DETAIL �N1s Pyr _ No. 2100 FLO otZ - I FL OOK r PLANoe-ao-•a * L L - MA NH OLf✓ SCALE I = 40� �� ' Y r PIPE SUPPORT DETAIL ` 2 L{ SCALE I'0 I'O" 12 OF q� SIBMITTED 2� ��&L O SCALE API RA E _ Designed GG�NO �O�g� CHINO BASIN N•R .W. L. RELOCATION AT SHEET II.J G � d Project En meer � It.E. No. Date Generol Manager -- R. E. No. Dat DM HL � S°� Drawn � -L.- MUNICIPAL WATER DISTRICT EIGHTH STREET & MII. LIKEN AVE . OF Z SHEETS Checked MA /NO tom 8555 Archibald Xvenve PostOfficeBox 697 PLAN AND PROFILE DWG. NO. Cucamonga, California 91730 Telephone (714)987-1712 REV. DATE BY DESCRIPTION Engineer R.E. No. Dat° Date _ _ _ U-3270.-I 107- 5 ,. NOTE: ALTERNATE LETTER MANHOLE FRAME COVER SHALL BE ALHAMBRA Co"MIN. LOCATION FOUNDRY TYPE A-IE52 OR LANG BEACH IRON - - WORKS TYPE X -106 B OR APPROVED EQUAL. EY.119T1NG NIETIILIL T� FRAME RI LOVER SNFII- WE ISITUIYIIHOUS COATED =i, - - __ �_ - PIPELINE RND WE1C12" A MIM. OF 540 LDS. T"r- LDVE0. SHALL EX16T1WG MOX-METRLIL WIDTH OF DULT '_ -- r4_ F NR11E Z P1LK !�►OLES. i PIPE O.D. P1DEL1t1E + err 12" +AND PLACED BACKFILL/ t a4"TYP. "°` �. Y7t" LE ITERS IN //I IIS :N Z ���~ yi CBM'RD 6'x ," BOX X3000 PSA. CONCRETE f I f " A v • r 4 TYP. EX1�aT1NG _ SEWER -- - - CONCR I POWER OR 0 TELE PHONE C)UCT��u n I - " i.-, ,, r " I y a �EXiP1DN JpOR111TDM1�T�tAt _ /a TH ICK EXPANSION = c W' I;_ ,q N - U1�1D15TUR13E.D DL/S VIRX � - CEMENT MORTAR CONCRETE - JOINT FILLER MATERIAL DETWEttN F'1PE RUD Ii f=aI' %L116 Mlvia!Y n,�,ii. 'U11- •��°�'r�� „ •' - x " - �,� LONGZZETE. "•"� _ A7"Lll'' ; OaMl?l. 3000 P •3.I, F T PVIEW GQANULRR MRT'L --- - - ` _E CONCRETE SUPPORT- 0 1 3 : ; ASPHALT PAPER COVER DETAIL ROAD WAY SHOULDER CLASS A- 111 ALTERNATE GROUND SURF-ACE ONIVY 11~ MANHOLE IS SPECIFIED TO BE BURIED T 'y B ui=11�-1111 .h I�II_UI ''` _ _ _ :.. +d q.•,. AS IMI =lIII�It RECIUIREO 3000 P. S. I. CONCRETE Ill - CASE STREET SURFACE - 1, IVO SCALE _ •c,14 (6 "111111 SECTION B—B CONCRETE SLRLE --_ iV w; A CLEAR OPENING A' ABLE A 'illi s CEMENT MORTAR s _ r.R1ZT1.1 _ CONCRETE_ mac./e (1,c/ 15 1VllN) DEPTH OF COVER = 5 o'- 6'-C) A'-1�- 16-0 I C.".1"-2 5=0 _ S PH ALT PAPER � "� >sc a /4" Mtl�l T BAR T BA T BAR WRAPPED G2RNULRTL MAT'\ l --- _ _ 14 8" 4 la ° 4 9'/z" 5 OPEN FIELD ROAD WAY 5 8" -4 2111, S 114 'S MANHOLE D/MENSIONAC DATA 6 84, 5 101 ' 5 1.2 6 AME R TYPE A 6f C D E PIPE D/A METER CLASS A-IV C 7 9" 5 l I '/i 6 13'h it „ .i , PIPE DIAMETER5 V" MIN. MIN. 2ELIR1NG TWARLL e 10" 5 12'h" 6 115" 7 ENTRANCE SHAFT DETAILS 48 R-FIM&ORCED 36 .aro 5 4� S-o TO 2/•' 10"rnRx. s DE 'ft O.D. DF g I I" 6 131'2 � IGY 7 - SU7Mv_TEv vl?E NO SCALE 4B'� RE/MAORCED 36" 30", 6" 6" 5.0�� * 24 '� �E � 300 O P. S. I. I �M O.D.t b„ 10 12" 6 l5" 7 I B" 'T „ „ „ „ „ ii PIPE DIAMETERS T J �`' _ . C.DWL• TbERM 7 I9%i a SFE t<1`iTRR11C_E 611RFT T)ETttllt 60 REINFORCED 36 30 6 G C,'-O 27" TO 9" - 1 HAND PLACED BA KFILL/ m - 7 12 13V= ry 17" 7 21" b rr n ' a ri r �� " � !� - e;��. , ■ IaERE Ott 60 RE/A/FORCED 36 30 G 6 6-0 42 // `N ? t T.r SEE 'M%tt — II Ti�=, u.- ��. � 1 3 14 Yt ? I B Ya 7 72" RE/AIPORCEO 36" 30" 6'' 6" 7�0/1 PIPE DIAMETERS / / -^ �E ' T A 14 ISA 7 20 IS - 145,1 0 GREATER _ — ILEE TRBLTi d FOR S11E OF BRAS " �TYV.) T)EE TABLE �1"+ M1N� ISS IG'/e" ? 21" 6 — -- --- - - Vh p �u=i���, ��_ � If CONNECT/ONS AND TEES ARE REQU/RED, _ //, v ,-` - � _ SPRUNG OF P�RR6 16 17Vi — USE NEAT N/Gf/ER D/AW-TER MANHOLE . !72 Q� / PIPELINE " Z< W -L SMALL BE 4 O.L. -- � K = _iljll_rll _ _ _ u i��_ -i'11= '►E WHERE 30" OPEN/NG /S NOT FOSS/BLE USF f' 1 7 18'i!e d — Wur 8 aA ° C COAlCE-NTR/C COVER ALWAMBRA FO!/MORY� UNOISTUTLT3ED = �n� z — > ZiW- 9 DIA. TYPE A-1325 OR Etu/VALENT. F-P&TH # S - - �� tv - = _ _ SECTION _C—C _ — _ 1 — - TABLE B ' IK'P EX/T/It/G k - —s� s a^ Mlu. i ►- 2 . -2 LENGTHS g `" �, - _ DEPTH OF COVER S MIN. BEAR. � t GQANULPIQ MQT'L ' -- • =rli_ W - \`-�« : I—J - - _ O_ ES _ � O' - Co-O IA-O'� I MANHOLE - - - 01 I A TERNATE PRECAST O) ASE 2 16 O CONCRETE MANHOLE i' A CLASS Ivo Ibc- ALE ENTRANCE SHAFT LOCATION / G U /tr1A O' - ?'-O" 18" IG-1 - ZS-O� ?�I - 10'-O" Z4 AS DIREC IED RY ENGINEER G" MIN, G 1/UL.4R A, 9T47 ?/.9L SHALL BE /WA0RrF,,0 C�tUSHEO S7b/VE 10' I"- 12=C�' 30" • CONFORAWA16 TO ASTM D4(48*6 7 /N•4v/AVG THE FOLL Old/NG - - �. Rx 6RADUA T/Bit/,• TABLE C IL I- 1 II O /00 PERCENT P,4S S/NG 11A1, SIEVE) J J ' 90-/00 PERCENT PASS/NG 9/4/N. S/EXE� - - HAND PLACED BACKFILL : DEPTH CLASS150 PIPE CLR5S ZOO PIPE r N z ZO-SO CEN PASS/NG 3/6/N. SIEVE; _ I OF INSIDE DIAMETER 1A151DE DIRM1'TER p - ( A 0� /O P,6RCEAJ7- PASS/NG �¢ 3/EXE COVE R C1'' s"- - 101 fait - -6" --10" zW I * / S PERCEA/T Pi9SS/AIG 08 sl,E'YE. . " n n C, PP• I I _ j SI�IIC.',PE4 4SR4 MEL OR 07, FR .4L TERM 77YE /N•4 TEMP/•4LS WILL INLET '� - �' p•C v /�/ Jn O- O b- (o 11 - 0 ID-O D'-f0 ll- fD 15- 0 !� d J �h m / r d-1'=I iD b- fIi6-6, 10'-O' 1 O`- b' • _ W SEE "MANHOLE D �L. k Ntl N it/O T BE �4CCEPTAB LE/N&Ed O.� CRUSHED STOP YE . N rLi DIMENSIONAL DATA" — — — — _ 5/� - - B;-C? 5- --.1—-�— — C.QRNULRR MtITtL ia IL ALL SHELVES TO APPROVED RUBBEIz GASKETED W I HAVE COARSE- BROOM - �, ,,I v REPLACE NDR1-METRLIL PIPE O-RING OR SEAL JOINT M YRLL RUD < I PIPE I NOTE FINISH "'" -- -- WITH CAbT IRON PIPE FOR1• S4iR LADES UPPDSZTED BY USE OF Ct`1SE 3 PIPEL SUPPDiZT olA. z INVERT ELEVATIONS o I � UNO15TU1CBED , _ _ � _ - _ Rcgw4>io 51zE aIr STTtE1�16T1r1F_*D_To DE'TR1L. O I NEIf EARTH 9EE TRlSLE C_ HERE OAl IMEXISTING V.C.P. F AS SHOWN ON PLAN CLASS_C - �� OR CONC. PIPE Z. RLL NON-METALIL LTU3SISXUG PIPELINE RND CtT11DUITS N AND PROFILE I _ _ - �_ WITH Ib" OR LE-_f5 GIEATLENGE� EICCEPT T110SE CAVE4ED " BY NOZE 1 RDOYE b1.1RLL BE S1IPPDRTED BY LAVE 1 PIPE MIN. SUOPOR'T DETAIL. W I " COMPACTED BACKFILL ! , 3.ALL NON-IMVMLIL CROS5S1NG P1PELIMr- FANS LM'011175 -- : ---� o I 2 EA. -2/L EA167XIS •4 M I N. =L.i -+ NOT COVERED W THE. TUS ME 1.10T E5 1 OR z SHALL T3 - �_ -�_` L� I VCP ENTER/NG I!S MIN. i D 1D SUPPORT EO PAY LlSE OF LASE Z PIPE SUPPDStT DETAIL. �!I — W A4ANHOL E �. 11s� - 4. BRtYF1Lt S"QLL tbE SEDUG"T UP UNIFOTZNIILY ALOUV Iq-111_1u=-1 t1 f'r > Z - OLLAR OF - ""n_' �r 80iN So1T)FS OF 7%NE PILOZEGTEU P1T�E AND Sl1PPD1LT 3000 P.5.I. - _ _ _ _ -al 3000 P. S.I. 60 R6 TO INOULE 110 UNT+�ALP►NC.ED FORCE CONCRETE "-=itt� ! _ �_ 1. _ _ BASE BEDDING DETAIL NOTES 1 � CDfICQETE SECTION D"D_ s. CROSSING METALIC CONDUITS 3 INCHES NOMINAL SIZE) PLANE TRENCH SHORING TRENCH AND LAliGE2 SHALL BE BACKFILLED TO 2�-O BELOW THE WALL SLOPING SHALL BE IN EFS i; �,r. CROSSING CONDUIT WITH CLASS 2 AGGEEGATC )SASE. MATEQ IALS AND INSTALLATION SHALL 13E PER CALIFOQNIA DEPARTMENT CONFORMANCE WIT14 STATE OF T* `'� ' - '�� OF TRANS. , STANDARD SPECIFICATIONS," SECTION Z6 (JAN. NOTE - CALIFORNIA DEPARTMENT OF n 'fi,li `, II;� 19?8 EDITION', THE TRENCH SHALL THEN BE dACKfILLED PRECAST MANHOLE SHALL CONFOIEM TD THE REQUIREMENTS TO IZ INCHES OVER THE CONDUIT WITH CLE AN, MOISENED SECTION A-A INDUSTRIAL SAFETY _ OF A.S.T. M. C -475 AND 6E DESIGNED FOR A A 5NT0 H20 REQUIRE- MENTS AND THE REQUIRE- 5 AND 'SAND EQ UIUALENT OVEIz 30`, BROUGHT UP IN LAYERS LOADING. MENTS OF THE PROJECT CASE 'S SPECIFICATIONS. No SLALE OF NOT OVER` 6 INCHES AND MIEC14ANICALLY COMPACTED TO A RELATIVE DENSITY OF AT LEAST 2)6/- WITH SPECIAL ATTENTION 5EINCs GIVEN TO THE PIPE BOTTOM AND HAL)W-K � J off S�pyo` y AP-EAS OF ThE BACKFILL . q M9� z PIPE SUPPORT DETAILS STANDARD SEWER MANHOLE W/ ECCENTRIC CONE allo. 21062N BEDDING DETAILS Na SCALE -- # EXP. 01-30-93 NO SCALE NO SCALE ` i'' CASAE • 13 OF S SHEET - -- Sl�BMITTED SCALE APPROVED — .� _?4 Designed PARI<ETL 4 �B CHINO BASIN N.R .W. L. RELOCATION AT 2 Project E ineer R.E. No. Date Da e tiotie General Manage Drawn PARKER_ 4 ?a MUNICIPAL WATER DISTRICT EIGHTH STREET & MILLIKEN AVE . OF 2 SHEETS RE ED Z� Checked K PETERSEN 10-115 Cucamonga, California 91730 Telephone (714)917-1712 DETAILS =555 Archibald Avenue Post Office Box 697 DWG. NO. REV. DATE BY DESCRIPTION Engineer R.E. No. dote Date /27�5-,0 1007 — S D-32 ?2- 2