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GENtKAL KOM 1. All work shah i be dtfte 1W atterdamce wfth these Plan M, It�m the City of tfio Cutallnmp Standard, and the Standard Specif#- r �7� d ✓r� E cations for Public Works Construction, 1979 Edition. Contractor Aall be familiar with and shall be responsible for - adherence to these Standards and Specifications. A& CZK/7..W,-4.:f AVV 626i%C2 X_rACTo/� W tom/4K' 17V 7717L=56- `L4N5' Sf/ALL Ce-,WZW, 7- THE//f' OPE�YAT/GyV5' IR9 771,47- A44 2. All pipelines or substructures of any kind and telephone or power OoTTs, water anter, rra4ves, tfydrants, etc. , shown or Moot//C7E0 !,//TH A aAFE f ZAe.E To AMO 77/.6 AS RK0' 72FCTEO. .911-G 4 not shown on these Plans within the IWts or in adjacent areas where improvement work is to be done, shall be removed CCYVTRAC'TOKV A&,67 5(1AFC0N7J1AC27AV SH.4ZZ f1117?V 777rE' 'GUCUPA710AMZ_ 54/eZcY or relocated as required at no cost to the City of Rancho Cucamonga. ' A410 f�AL TiA1 R�GULA7-10AV` OF THE 41-d9 ,[6P.4R7"MENT G� [ABor 4VZ7 7716' STATE Qc C4L/forrA114 ,GMP,4AvrAAENT OF /N.DUS'T/7/•4C REGC/L�4T/ONS' CO�UCT/ON 5�1�'ETY 3. The responsibility of adjusting ng a�artf�ol a cove, s,, paving repair and pt vfirrct rept acemerrt f n connect'Fo�r with th stover and water line installations will be the responsibility of the Paring Contractor at the completion of paving and shall be accom- plished ' 777L&- G*A.1X Wz91A1FE,r Sh".4LL M77- A127-7 /i�S'f�i�'/gCE �I A4,Y A-Mr ftp TfiS- e7. ;V7?r.4e TOr�' t in compliance with appurtenant ordinances and standards. Iii O GVMPLIANG'E Al1771 Z5�17,,47-10 MZ S 4AZ77Y ANO h/EALTH 4. An Contractor y performing work on this project shall famiifar#re hfmself with the site and shall ec solely responsthle .4028 X47 gAS A' GIF THE U,-9 LZ5PARTME/VT 45?c- Z,4�rf ANd 777LF STATE' OF CAL/F-7A7W,,4 ; for any damage to existing facilities resulting directly or indirectly from his operations, whether or not such facili- L PA,QTME�t? Q� /rVZZ1,-5'TX1%1L f?EGG44T/ON.S e22VS'T/Ql/CT/ON 641225777Y c5WnFRS: 77116- ; ties are shown on these Plans. [:L'it/> i4CT1JR FU/P77/Ei� AGREES 71--IAT HE 6W ALL AS'S'UME CC.?MPLETE /�ES�Y.yt/.S/,S/L/TY ; RDR ./OB 5'/7�' CoN,C7/Ti(OrV✓�' GY/iQ/NG TiS GOrUf?SE OF GO/t/5'Ti�G�'T/ON G3� Ti5/�S P/�O✓K'T, 5. Shading on street plans indicates AC pavement to be installed. .IIC^LUIS/rVG !T4A-e7Y eF-AGL 4 O PMO�RTY; 72VAr 71//5' NT 51144-4 a5W77t 6V&!5CY APPLY 4N,0 A-t7r ,EL-- L11V/7-F_Z7 ry 1WiVY,,4L WO,,?eP 1NG 11041.15 ; IWO 77IA7- 771ALT" 6. A permit will be required from the City of Rancho Cucamonga Engtnter frig amt prior to any evict oac4fent ar ton- struction within the Cit of Rancho Cucamonga Easelrents or Rights-of-Way. f, e2t/TRArC'TOrr .S/�/ALL ZZ7E7A/O /N�EM/t//FY AN,D AIMO 7 �iL� GY✓NE�Q AM0 ENG/NEE/Q Y 9 f,/A,QMLE.S'S' FrPOM .441r AA147 All- L/AB/1-17Y S-17Ao r AAL QIP ALLElXaE'O /N CONNEC Af31V JVIrH THE 63c-lv(:V,4n(- GN/ 771151PiPGt/ECT, FXCELOING �if Z-44,B/G/Ty 7. City approval dm rrot include estimate of quantities. ��5'//LG FiPb THE SSE' �VEGL/GENCE Gam' Thi G0VN,6,(� 017 7ALc- E7.'/NEE.Q 8. Adequate stages shall be set by the Engineer to enable the Contractor to construct the work to the plan grades. 9. Subgrade stares, +friven to the pavement subgrade elevation, shall be set by the Contractor or Engineer. The stakes shall be set at all hinge, edge of pavement, and crown points within 0.01 foot of subgrade elevation and at not more �* �!'► AtV7iJ than 50-foot intervals. Additional stakes may be needed at warped or vertical curve areas. Subgrade stakes shall be - -- in place prior to paving to permit spot checking of subgrade by inspection personnel . 77Ar EX/5TENC25 AN0 4)9i�i?OXIA MTE &7�7740N 0C_AW e.0/415ii Z5WV61� A5' &"7"Z/77FV 6 10. Compaction tests of embankmen•t construct f on, trench backfill , compacting original ground, a+td ell subgradts sera T 1 be STRuCTU�ES' sbvA141 GLV Th/ESE- 7zAAe oW67 0ffTX1A45U ,BY A u�,*�-I-1 _ performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted AI/�9/LA,BLE �O.Q05', 717 7MY 4tFS'7_ OF My AWA11_E,OG� 711.6XPE'/4PE AAV to the City Engineer for approval , prior to placement of base materials and/or surfacing. !/77L/T/ES' Oe PF. 7 7�E�' E.YC'EPT AS S'7/Oh/N ON 7fi�E5'E PL�4/�'S'• T�EENG/NEED ii. At completion of paving, ail Materfats lleport shall be sahrrrittgC to the City Engineer listing all test or tilatermfinat#ons A A65vMF�S' /tom L/AB/L/Ty A.S TO ThIE EXi4C7� G X,47/ W_4' Gig 504/,[7 L/rt/E.S /hU/if FOW OT/L/7Y OR /,iceIr,4Ti3ON ZIMF5 k1h(99zF 1_cirAT/OMs ,e67 A4517 i S17(514/N. 77-/E C�1'V ,-4c completed to verf fy 3 ACL ,67E /QE!51' VW '/BLE ifz7e NOT/FY/NG ACL UT/L/7y M/,O / /GAT/OrV A /O 70) Lt�f'7/ee' 6YeAVA7-1eW TO �TEiQM/NE EXACT 44XA1T1G?NS (a) R-Value, sfeve enaTysfs and s�rr� equivalent of aggregate basis. CGN�P N/ES' f G (b) Stability, oil content and sieve analysis of asphalt surfacing. A�.4C.C. L/rte' AFFE-CT/MS TH/S !Vr?K A/HEThL�iR" GtQ NoT S'h(ooi✓N f � ,4A/,C7 Fo/{ AW ,OHMAGE GDS f5MZ7TEC?/61V To THESE Urt/ES' 12. When asphalt concrete is placed on ranine said Wch consists of a rocky material, the subgrade shall be prepared by removing all rocks whick protrude above the subgrade and all voids or depressions shall be filled with a fine graded material of a quality better than the native material . 13. Contractor shahl notIf the Cit of Raneft C at least two 2 ` � Y Y �ncanmlrrga � J wd1"iC ng days prior tb t Of went at telephone 714/989-1851. 14.• City approval of Plains dbes not mlfeve tth*- Vk"Toper 'from t#te _ t "FfitTitf farr tt, rrect'Fon eems► I alIss#arc r discovered during construction. Upon request, the required Plan revisions shall be promptly submitted to the City Engineer for approval . 15. Estimate of quantities is provided by the Engineer only for the convenience of the Developer. The Contractor straTI wifte his own determination of construction quantities before submitting a bid. Any item of work required by these Plans which is not specifically listed in the estimate of quantities shall be considered as included in the other items of work. 1 16. If the asphalt concrete is to be placed on subgrade, a Soils Sterflant Registered by the E.P.A. for use under AC and .'y PCC shall be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving. 17. The approximate locatfoin QT 46dimround utility Tines are shown on these PTarts filie Engineer as-svmes fib lfab"Ity as to the exact location of said lines nor for utility or irrigation lines whose locations are not shown. The Contractor is to notify all Utility and Irrigation Companies prior to work or excavation to determine exact loca- tion oca tion of lines. Underground utilities or structures were obtained by a search of available records. 48 hours prior to excavation, notify South" California Gas fmrw y, 2191 E. Birch Street, Brea, CaTifornfa', 9'2621, phone 714%529-2889 or 529-7070. ' 48 hours prior to excavation, notify General Telephone of California, phone SIVt422-4I33 J 48 hours prior to excavation, notify Cucamonga County s Water District, 9641 San Bernardino Road, Cucamonga, r California, 91730, phone 714/987-2591. >°ooTntrl or//1001 JF PM 6206 s Y IMRell► Wr. ' Y W z x' STH ST. r a � W SM 1�R1fARDT110 ArE. ONTARIO id MOTOR t " SPEEDWAY SAN BERNARDINO FRWY, RTE. 10 VICINITY MAP II if SCALE = I 5000 II ® .$frame/IVa rye �v/s/ons Per- ✓/.rf Bess fors 50/19/ I� t added Wh:71e Ook Stori►, Oroir► .Latero/ (5heefs 405 ,added R--ten 6o., B4sir► P/cr rs (sAeels a¢9J kLm � DESCRIPTION OF REVISION DATE Dip ,nw//At, �i II N . ��� I I I � ��_ � � � CITY OF RANCHO CUCAMONGA Chf/5E[.ED 7 *&(,e iV. C AMII 7 Or CDS' A5. O 3. CORNER OF.9�P�PDh/ PTE. yAYE/V I I II evo.i �1 ( mss JV BZ N W l 3 rFMr. R� E Naor � � b PLAN AND PROFILE OF /w "�181V 9 ON - SITE STORM DRAIN ,PEY/SfD L�9TU�l 9 9 . ELE/',9T/ort/ //58.0�.�O o� A,��ow 8 TEMP. RFT. /QOU1E 's _ a,..:.N No.3 FOR W PARCEL MAP 6205 APPROVED 8Y DATE FESS/ s +r� .x_ 57PZ CITY ENGINEER y R.C.E. 23889 f y REVISION 6Y• TNIENES EN6'G. 11Jc. STENT/•!L ` DESIGNUMIM RECOMMENDED DK L4 X800 VAUEYV/FW AVE 7#Z 6E4�PIN6 0/ 599'17'/2"'FRl/�T�l �'FY MIIff W Na0 09` to MIRADA, CA 406.36 Sj'PEET CA• �f,�rst� LD. KING INC. / [ ECD�PDED - °` Exp: 3 © (714) 521-4811 f �i4iP�ID111/�E. �iP/ FCD�PD OFS�,PyEy�P * 1��f� "�` �/�/�I I✓�1/� y'C�O/�: /�' • IDIUO' DRAWN 517 N. EUCLID I�/ENUE SHEET I NBMW 2Yo OFR�S 846E 75/?ECMOS Of S4NBCA71WPl3 e ar /� - w� ,D .xfT�riaf` 0 tI ,PE ODER Is RCP @ W OF 0503 PPR vac , ONT I CALIF. 14) 988-'54 � clvn. Z E NU - - �/ o I of CAUN7,y WIAWNW. 41,4S U-�EO,45 7//E Bos/s' oA'46YX P1iW"- of o {l ®� ❑ /ll - --- 1 CALIF " 1 NECKED BRA•CH MANAGE RC.E. 14326 -OJ1TE DRAWING N 0. HAIDOOK 1. AG a/ N DATefA _ . ' O DE_ OFRE1/l$/ON TF PRO 49. LQ!'/*1//7 OJ N INEE R.C.E. 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I I P. � i - 01 1,00 . i ? -- 7 L-t1 'Al : { f - � i JeI t 3. i 1 a _ t tt--�L- -4 tj W : t J-1 i - S+ _ - 750 0 1 Z 3 4 5 Ho�iz. ti "_s�o' 6 7 44 40 gyp • 6c' �Ef 5 STo.Qiy ,[7�QA/rV CUR!/E OATH 2g Q e Vj ,QL'P a � /- T /y/c c�Nr, � C.8.'�lb 3 _ �t SCh c� _ _ s� e 1,16 t� P G•� '' G�'Gb" 7. /�' 25'.98 L- �t/- 4 1: o b• w oe so o a � �o � �• � �° 4sa� .� � N� L. _ o Opp 0 C�17I Z?ZMCVW hV,4rratA43Ce VI Q W/Ti�'L..9C,F.C.O. 57D �2'AN /tih- e- 077(SE,E DETAIL JH7: 7� I � O � � 2�"'/P�P �i4'1�Pi �1L G � � � • M �J � t0 G sEE- sir � 7 m �VND c� ST,9 Seto.Dim m r�T � � a -�-I— 41" 10" W 10" W 1p ,F /NTALL , 8 11 S 8 11 S 52° 2 4 s 7 - 9 //t/ST,9LL ti�o t4 �P 1.4T� C P a� x _ _ TK . .......................... t OX "0" 3 L//YI/T� OF P.M. �oZOlo ao LAVAL END -\L /r1/STi4L.L- 3t3 �iPC'P '� Q ♦. _� n � , SHT. /�h 7 �f D 4l11 Al2C. ONST. v i O�PM ,DrP.9/N I .S'fr�et Name iPwisions f} /:� Bdrfon s/��e� CZAI op.�4'''2'29 &*y2lC1y0A' , V7Zf Df C Mel .3 ' DESCRIPTION OF REVISION V h END C0 DATE APPROVED I � V � � �� z,c♦ ,� ?g � � o CITY OF RANCHO CUCAMONGA A V Q` , --- --- -- ---- - --- - --- - - v PLAN AND PROFILE OF V �` -=`COrVST. M//itb 2 � L.A�'F.G17. S'TO. S Q N V } F�.4�V a�8� E HT- 6 oz� RED OAK AVE. STORM GRAIN y c.'a'I�'T. C.B.No. 3 PZR L.A.C.F.C.D. STD. PL,,fN t- D/63 (SEE SH T. 6 h "�, 1 \i � ? Cavan. L.O. No•P PE,P L.,4C.fGp. STD. omN ?-D 88 (SEESHT. 6) � � R. M. 6206 Q—CDit/ T MVC. �/.a COZI-W P �P L.:4.C.F. C.D. T 39 ` N ? S . E f S D �.'A�V 2�0 3�SEE,SHT. 7J � . � FROM ARROW ROUTE To 700" t NORTH PROTECT EX/ST SEAZR ,oE,P L-- C.F. CD STD 2 D?3`/(SEE SHT. 7, l� ON �h v APPROVED BY DATE Op x CITY ENGINEE R.C.E. 23889 DESIGN ■w/ f RECOMMENDED 6 uK 9 - C. ncs LD. KING INC. Q ? DRAWN _ 517 N. EUCLID AVE1�E SHEET • ? T.C. /�l//7�Z ONT IQ CALIF. 714) 988-S4 3 OF O r RANCH MANAGE C 326 ATE L --- 9 - CHECKED DRAWING N0. PROJE NGINEER RCE 31875 DATE 328- -T 28- '- oZ 7� /4 BENCH MARK Chise/Cd Ntar N.W.Cein&r 0s0`L6ne.Pore Of B/ q. On sW.em-pr 0,'.4�eow Pte 0JV*wn A E, . „Ey�,a,, IPerit�d DdrAvov 9-69 o'r.t e i., et, rtf • E/evesf/orp as8 oso s -41132 - - - `` - t in r' 4 5 0 - - - I+ oC �� : } � - 1N R.GP SUR FA CE IAf LL L - - - -- _ _ 151,R.L.P. 1 + 1Pk'lv4r 1 _ 4 �zo� t it ' 2 : I Gt -- - - - L.F. 3 1 246 - ,�oSL P 4 RGA I t-L1 114— 4pj OWN , i � b f , - } � � �. Q. , 11 �I O OIVAX- _ _ - o - 0 - a3" R.c•P S• Ott - - - - - - � j p P _ _. �. - � arc - � r v �- - — _ °• t + s 3v" R.C.P t` m M P " R.C. .ou7` f LL G 3 P.4 ! 5 - 2 , - - -- i ! L 5 .7 E 3 R. . . ^- - N LL I L. , 1 -1 R.O.P. UO- joki. Rte ProlVe Scales -- ft I d 6 I 2 Horiz. /"=#o' 3 4 5 6 7 8 9 7 Vert. /"a #, �f'� 1320, I � i ,AND 51DEEW ►c._K _-eWRPOSES PEIC PAP-CEL r-r.4P-- _ �• STORM DRA//V CURVE DATA Q, , p� -NO. _ 5 5,_ M.6. 12 Z , PA ES Z Co AND ZT -- too l- 0 Al.s. PIPE Sp' .5 0' a - PEI .' Posr OFFICE&__ O /PC.P. Q R C T I 7 I 36' J&' /4' _&$eAOIN6 PL-A/V V , W INSTALL 3&` CP. S7t7RM CRAW SCALE /"=40" j A 33 21' 30' ¢a" ?07.00' 2G5.4G' /34.31' I I I p w ► I H/ TF O � � Q _i © 33 p !G' 23' /2" 707.00' 202.2 J ' /O/. 80' �•' ® 4 At!5*MLL 24"Q C./. LAT�'QAM" '5+71.00 1 M.14 A/o-2 . b"R.�P. T� I 3 / �V G 3G" 0090 0, 00" 45.00 4-7.12' 25.1W 39 l SEE PROFILE Ti-I�S SI-IE6T A ITSAA/5tTlON ee" Ih `�•Z ?' ` tIV�S'f�LL 18 „ Q.C.P. LA7r:RAL•P" �v ` I �-' `�•?�' J� SEE p1Po Fig E -rN rs SHEET CASE l�d EDD/NS /N O \� C //63.03 T.C. //466.35 TC 4 ` STD. PLi1 Af No. 2-DI C.D. • //64,36 /E :� j� //65.64/� t5EE DETA/L 5MEET T) r .41 ' • ��� 41 - - o T.C► AV 55+16.06 CIVIC CE/V TER OP? C'.a. 1V0.3 63 i� . d t ` }/ .}z— a0 }3 -'� � -3 - ` 7 'ROSS SEC TI DN�S TA. 5,0'0 0. 0 0 Ar i-- g �r V L .5 V-S•03 Al O° 4Z' 4 b" E \ n w.TS. %/63-03 6.?36 4:C "6 5.6811E t~ c� 1 i s3 II y /INSTALL 24" R.C.P. LA7ECAL "M" SEE PROFILE 7F11s ��EET O N STA Lt /D",c C.P 3g wti�r B I ~ - NOTE : 4� Pre/VATE LATE2AL `/C Q I L A T-E!2A L. 15 TO 13 E n SEE Pr20 FI C E X T • TM is .9H EE'T- h P.ZfVAT'ELy MAW rAINEO 0 0� Q •O,p f I I I I r o ` •� ,, V i -j �' '?mss ,1 I ADD PRIVATi�. LATERAL. RcE.3344T - ~ C6 rn v �' y � DESCRIPTION OF REVISION DATE APPROVE E PER V� C.1 n COST• .F.l R NCNOTCUCAMONbA STD• v QJ Q nGio 508 • MAINLINE STA. = 4+5ra.49, M "' Oj �' CITY OF RANCHO CUCAMONGA /NSTX LL 33 R•e-P ST27R M VRA A J ��. �, rs �u �0 "� A_ 8-30 15 18" , C= 30 " 0= 3'J��E-a 7 ° Q' _ I O G _ �I L t 3O �� h PLAN AND PROFILE OF ►. � ,gal' q. O COIVSTRuCT10N NOTES WHITE OAK ST. STORM DRAIN N 3�--CONST. M.14. ND• 2 PER L-A.C• F.c.V SM. PLAN 2-D/94 (SEE 99 /d) a b P. M. 6Z�� �p 5a-CowST M. tilo. 1 PER L.A-C. F c.D S'� PLAN 2-D/0,2 CSEE isd/D� '�� 5 7 . '•.' �P FRQ1Vf ARROW RTE. TO I30C3'f NORTH Co".gr C•F3. Al0.3 PER L.A .C. FGD SrP, PLAN! 2-DfL3 (SEE 00r,/O) ti &eomesr L.D. A/0-:2 PER L_A-G- F c,� St7 PLA" 2-P88 (s€E sor.'/o) c APPROVED BY DATE - - Q 0 CITY ENGINEER RC.E. 23889 _ No. 35447 �o a rm to n, DESIGN RECOMMENDED U)diG 44 - E 7.3°� '° C-Steward $obs.�`c-4E.►j. • * * L.D. KING INC. CMI- � DRAWN D.L CO//inS ON ARI ECAL F (7UCLID A�988•'S492 � SHEET pF Cat� ' � 4 o F '�' CHECKED BRAN H MANAGER E. 21062 DATE DRAWING NO. G. 4.vuyh lin PROJ NGINE R R.C.E. 3182 9 /OD RI p oz-�s�-lei M BENCH MARK C'h :?e/eql ' A"Near N.w Carl -ei MrX rlorsw R,4e-/'N~,y Arc • i o `u I d r J Y 1 112 1 UR rA VE CM --- - - - - - - - _- - -- - - ; T 10.11 i t I J_ Ile it i A PRIV T� i _ t L. V • I ! f � O• I i 3o"2.C.�ouT � __ 18" RcP ••• ZQO!'f WnR•GP• Duct' , 24"ll P,1-2Aoo-D Z411 R Z.P. 2000-AA p _p*G I_J -- - - - - t � � u ^ 1750 -12 I f -i t + — -- - i Pr obi/e Sc4►/es --_ _ :__ 8 9 10 IVO. jZ. "=4o' 11 12 13 14 15 Vert if Jr 4' /,2 ' 32' 3.2 ' /2 ' STORM D RA 1 N C!/R VE DATA 7' A R.C.P. A R L 7- I I 1 SC,4LE: /"_,LOQ A 33" 10'49'51" (093.00' 131.00' (.5.70' _• �,�N � ,��' 5 � 30'127 33 !3 693.00 333.24 /4,9.92 4j � eti C C 24" 72'034Y' 45.00' 54-GO' 32.73' 3 "' 18" 10056'05" 22. 50' 4.29' 2.15' e' INSTALL 3 0" 9-C-P '9TO90 MAIN � v ., CASSE � dE00/Nd /N Q ACCORDANCE W/7w L.A.C.F.C.D. STD. P(AN NO.2-Q177 •� (SFE D,E TA/L Sf1£E T !/J 0 4 �•, ,� CROSS SECTION STA. 1,2+00. 00 40 mo , � � STR � o -Z EN b � Z w 105'rALL 3.3*R.C.P. Cralei 4 D*AI N 9tGlo•3(0 Wl.� No- 46 . AVD( � 11� s BMROW2003--01435 8Y THILNES EN6'FtCP5ArKoFrC8 N93 PER I)PC 6. INC._00, 5 AND 10 __ ItvGTAL.L 24" R.C.P. L.A-MRAL. `R" DESCRIPTION OF REVISION DATE APPROVED 1 3 /VATt� SJR SEE PROFILE -�41S SNF�ET" V PER DRC 2002.00845 CITY OF RANCHO CUCAMONGA 44 `C � 32+55.02 ELM AVE. 4. C.Ig. NO.3 PLAN AND PROFILE OF �� 6 ' �'�' J I� I ; o � �-g' v" O3 WHITE OAK ST. STORM DRAIN COMSTRUCTIOA/ 1yoTEs �QaP�` t44 j II .I ; Q R M. 6206 G. CO+v$T W- 14. IUD. 1 PER L.A.G.F.G.u. STD. PtA&I 2-D102 SEE sHor. /O� r` �-- Q � � 3 FROM ARROW RTE. TO 1300- NORTH CDG.B. No. 3 PE2 L.Q.L.FC.D_ GTD. ALAN 2-DIL3 (SEE ldr/O) V &�__ COtusT L,p. No. 2 PER L.A.C. F.C.D• G7P. PLAtJ 2- Ddb (SEe salr:lo) Q APPROVED 8Y DATE!O CONST. MONOLITHIC CWNECr►ON PER GTY OF RANCHO CUCAMONGA STD. PLAN A10. 308 * ap QL � ITY ENGINE R.CE. 23889 © INSTALL 24" C.P. Z ` PEYISION By: THIENES CNG C. INC. DESIGN RECOMMENDED ' LATERAL 24-m R 6 W 1"00 MLLEYVIEW AVE abb5. rGGTEnj. SEE MF-/GE 71415 C4EST Q © �71 MIRADA, CA 90638 C. S teword '�' .7 E 3/3t1/y' +) 521-4.811 L.D. KING INC. DRAWN 517 N. EUCLID AVENUE SHEET oFC'/YllCAQf D.L. Co1/in3 ONTARIO CA IF. (714) 988-5492 5 1_ it Ll T7; / CHECKED BRANCH MANAGE C.E44 1. 21062 DATE DRAWING NO. DATES G. Cav9hlir/ pROJE NGINEER R.C.E. 31875 ' DATE 328 D 02-754-14 ,T � 5 t •u-x.r:; •ner arw.,Ec Iv ner � � r DEISCEN OELSCEN ►TV1E V brVif V N IbFHFFCl m"IrE _ • �..FW FCl. ►1cOFlrE `V( 1 ` D 00- - --- -- ---- i 11 ,. - - - I , x 1 _ - i i---- ---- -1 ro I - 1 _ -1 0 I ! — I I , . I : • I ' : I i i , I : I -- -- - a I � • ti o _ 1165 T-1—I —411 0 r - - - i I , I I N - A / I74 iI m-4wz-1p-1 —�H, --- - -- --- --- �/1'V . 1 O. - -ft'"c.0 J P.So`CJ h --- -- - -- - -- -- - -- AI - - - - I 1 COWS RlICT�ON NOTES CONST. X H NO. Z PER L..4.C.F.C.D. STD. O"A CO�t/ST. /N.y. NO. / PER L..4.C.F CD. STD. PLXN Z- D102(SEESHT.6 O qr,—CONSrC.B. NO 3 PER L-4-C.FCD STD. ALAN Z• D/63ArESHT- 0 D. D2 ER L.A.C.f. D. ST,D PLAN SEES' -5;1F/M LSA/N �U,Q(/E' ,0.47,4 - C N N P C 2•D 88( SHT.G) lPcP Ll L. T R�•�yob �— PROJECT E'Y/S'T. SEWE�P PEEP L.A.C.f.C.D. STD. Z-D25/ ti SEE 3 NT. 7 V < � 7 � • O 6 SCALE/"=40' 45a2' �S/' 20.5'3' p�' rJ� 0� o' e 2• c P� .8' ��`• �' � hid G . �• ` • h � SO" 1 �° ✓ 8 � jIL 14' t� ml SEES l• O. 7 Ods ro JYIARZ E A 11E. v y N ND - �. �• - I � 2 � / .Q 5''T�.SrC T /NS'T•�Il O y .PG''P r'TZ�f?!y ,O,QA/N �0,00 .as L � ' ! �A s w _ A ' 7 L O _ - - - - -- 0 - 2 4� .`' 8.. S 8rS 39° S f 5 c I N 1 M.H. 4 (0 7 Q t 9 e 4��- 4 A o ova I � M /� ` INSTALL ICLYf p GA7F.PAG U~ S,TPACP �, N f � SHT� b 7 LATE�P.9L !✓ SEE,SNT. NO. 7 II o 0 Scree f Name Revisiews e'er• t/%rr� Bdr�n S//1B/ S, W v , DESCRIPTION OF REVISION DATE APPROVED s s p CITY OF RANCHO CUCAM ONGA 3 *' xSi �Q 5 2O PLAN AND PROFILE OF ' Oc I VINCENT AVE . STORM DRAIN �� R M. 6206 O 0 e~s FROM ARROW ROUTE TO 700 _ NORTH �. ro APPROVED BY DATE I(-r- -Oo Q V 0 B"'N. C.�tSE .aZ• BEDOtAS /N 0 ACCaeDANCE W/T/� L.,9C.FG0. 7 CITY ENGINEE R.C.E. 23889 i 6 5 • STD. SAN IVO, Z-O/77 DESIGN 3 (SEE DETAIL SHT- 7) nGi RECOMMENDED `ROSS SBCT/ON c� STA. Sr4a -QQ c.•a.s�cw�rr� L.D. KING INC. DRAWN 517 N. EUCLID AVENUE SHEET NTS. ONT 10 CALIF. ) 988-5492 6 rl• ,� of _ CHECKED AN H MANAG E. 43 6 DATE DRAWING N0. 6.Nj �Ov�h/� PROJECT INFER, E.31875 ATE 328- D 02-754-/4 r \ • .---.-'--. ---..--•--- tnSA+drroJAybk. ._- ..._ .:. _.-., Sir11"•�er>+►g ,_•'-• ib►1oblb...... --t--------F---•-._t...... WNoAk = ` .... F...... t ! SidEopterli„IP 1 % 1 I fii�Iflpr11ir19 �• K .y - ttbc/n jl. i 1. lb ►n 'I 1 ' i 1 1 t . Cf. ; .•.,p, 1 1 6 1`. x�nel'curD- +` j j it 1 Eosin p I I a C.f . - •r• '-- -- - - ' 1 , flow -- -- - - Srr�./Ov -�AlllUrbftacrtfqu7O' ____________________•----•----......_.._ . . V3%S�cb,-Sero' A/Orvdrorfet�ol�l'- -Ridge Line ;Poinitm U ►tsriatk At i� -Slro hl1'irodbarfernoh�f� _i -Jiro Huth 0 ;•. ' C A S E A A L� M �. _. _ 400.00& e` curb be I •mem Iru ted between et� emfs or l oco%tr7•Dession/l Cur �f - 10 ..".17,P170 Vol .j _ t..•! ' (l0a✓r,d off) • ttclarn shall tprlilrm lethal of'tzyn/rollrrfg Ilpencr. 1 � i • .;c' . r----•'Stes/nriolNolb-_• -•-_-t 'Etta/. .._- •i- lint or - _t_ _ Cv A Point 1. i.r.' I . -f wit j T r - -fp- -' - - . f ..11 r------1hrioAlle•--- 1-----K--%,-; ( t / a �.- O7fi 3 -•L -------r , r --------tom I fIenolb L --L. .K 1 •t r6ys f '+ ,� r�' L. s openlnlg l ' ) D - D ' "' D f l f l S E CT►C`y �f f TgnbrCv_r0-_I� i Eosin r>1 �_- _' } _�46 f LEYATIOM T Co o. loeol0e mssloesfrol bol Csseil! urf es�wice gorcilfelMor, ge-r+r.,ro/plun. /l ;>r -- Sfr. Gr, - I ' ' ggo/c1jrb rm ,[�,•,r(19 N_ t e fee✓of ens of outer corners Ahow/1 ony�Hero! +b,> / el l It —fit.6E• ' int - -- ' , p ! r10 ,elo.lons oele ser,-c•;.'feld .� A • e the ouler ed a of Lore! t�-"ss.on •holt con/brm to 11.a,S,W,ffr,eer Jurnfce Stakes shall bol ser to grnde along li,e ro!/ey and e%rlq the r;dye line (ou (ower 'f 1 'Sly i edge orachfo/ depressed orae). Stokes or pre -Ifs Mand -N shall be sol -sl hr roe Grodr orsee k 11' � i-7 /1'p _ i are a s/roirrr� h ► grade between bps ofend hernle►r"s (i1'on o rrrricv l rue lie _fir r�Y + r L.D.- � ser note 1'111 These rf^kr_r shell net be nrmn✓M until just befN r Nx e CASE 8 1-'e��- Tnot rinishing, , - / G - 4 ferf unlrsr othenrisr spm fW RK -S libel unA-st o/hen•ise spmif-Are,• L *6 . _ . . H- 4/nr/ler err,/Pts ell,erw4e -tfr„fv» on the 9enere/pqn. r-----!$Oi OrevieAbft------- t . a Po/nts A er►d 8 shell Ar sel ed NAnch" WOO errslrn9 ' eller gr,*-* i,..r.r _' S. .. __0 Side � t-•.. � 6- -J� J_ . 11:' Special rfef-ii/s lheeoewfrvehepi a/'/his loco/ Or errion opt �! t e+ � I I �Ienhg r I• f wfree/ cvnr�wnongenerol peon. .i�o!? I" - boc,n r .6----- -e A t - ri- --.- . �t�.f_ flow slrGr. ;•(fgrp./t/rp '.; Slrljr. •iflolr RirtR[►+Crr R[Vft101ve LOS ANGELES COUNTY . - _•-I I. St. ~ r. 0 1 -01 `� 1. _. , - .... f.1t ..ft....,.. FLOOD CONTROL- 719 f RICT V-=-►-�� vim V "tAr • r-IT-„o-arr.m•-ret�p LOCAL DEPRESSION NO.Z • - ' • i . ,1. R,fige lint A. � . e e ./•N r: tots ✓ e,.. I • } A polar• s1 rfrA-.-I NN/ . li-_ I - S, pi At Erode Or ti /►0 tt 1 4 e'►ast A4/e,f Hole, peri FOR SIDE OPEN 1 N G * Ch#' 4 • fv'R . !' ,. � CATCH BASINS Sd1elbte i ; N'n1H ' D � libinliy e` swre,w • 41-f1 Aed; i e - .__ - ' * CASE C `,- - •. .. . I.1 it,Mww"x .n. A ”. O 1-o •p lir. iie .y ✓ / Le' ,rcf..JlLk IF - - , • Lapp reit A. •• 0 . __.:-'K--.�_ . I we -8 -06e if.i.ib 46t•titi e1»e - I I L.A. 4:� ,- O O. STD. OtwG. ? -pg8 . 446.4 -le ,,*a„ r u ter, - - /vo rA_-,S . slow. eo*ev� !,I Pis0 M. r•plee- 1 � O71 & le - 1W trzt A» A/ d 4A a, dr,o•-f,; I►, fele j!•b,ee/ilii S Ag, *4*0t Alone. M11 /pbn. s„ tae . •mol .w.f , i.afee r-•. rAt;Lf, tf✓ pilot•! 4, 1'p,.r� T' A,,Vur, , `• --^ - PfwrrlN troy *"I,►Iht*q . lir 1• .I . 310 n 1,/00,6 N. I.00 opt a s;. ; _ - .oaf {, Ylpt,wiW ,yAtaC A. -LA rr'41 ott.3 N le/erob •n/b, M fO/A ewat, 9►Nle•+A*6. Otto," JAd►t ,/.e', 6. AMA'b M_ . , . . ; .... . , iW a/tO.r.ww ,f M/ ►h.`hvi''+qq ,A- isloorlw beth!/. - �• ---I y I ole- t .3-Ctlill"M ► tYArila,,V f .3ftAl'r ,tAo&Al,bteA•dN-",W-NM d"Vif'M fi3On't*Am Q d' 1 1 • A dA'M rem,^1 wA •eA dk4^4k1 ff"Avd.f ewAtiA o,re-A1011/l fS! a4A rVIA-4100 - r , ' AM...., 't:lr•1Ir.Islrned ofw % l� �': I . j ArJL # *-1^rrfh e/ ,"s Adk rfirlylkoa*—.kn'of opiots,/owlr*i^,nrt..lr,A✓rdnyeAp••ft Ar , 11"..... t J • .y.A.i A. �, .. � 1 - -- _ _ -.i y A4r1,dN lir/ fp, r rHwr bol er�ollb Ay, r►V n,1r,.r [),1.; ..lir. fes•'^•• •roll I , , e I ...._---I-- d-Ot,'AAC 111 Wnre, etYrN, el »ntnhem A•v.-, pAe*l /.t ,,lp •/ /r,t ,,p /lir, rrW,1 J;k1) ib, AlrfH! Mlt• 1g el . I SECTION G -Li P4AN J/ne,4f 60J'•e'Ail-_•._l*lSt"linnt,uhvicer►rnnnleh,t✓i"On ofppeOlfl►Il M. -�t1d t lit anti ' f/►•ite a *r cv.* OW .b -n % CSMli,•bl' Ne, drhNfy p, �, Orlo,/M,6rng• weprh bl AMrl400 a .Rhone/, mitofTM"� Ll�, I I 11p1:•.p ,rdMelir• • WMJnf,rrh,•dt!MI&-*$.I,relltred4kol"Ad f16pMl-twef,tw►NdNJ. A• - -"f foorfli'vor► J ,, tt,-�,falX rt aS•Rf' t�7tC/Nit 11Cfi o/Im/rA. r.r.- 2-vOf ✓fro hl baAt,f e,M/ %Mtn owes/ I , , . f)r I'rV A.1,*r..r,/...rt .i' i<• t µH / , ",9 It '3 ; k ., t/A•. j/' °"' It 1�!- .{ :. � w -.v Ail of .. Rr-kHM V1k..I eeMw. *fA, ...q" ip ha•r •AN/ter 0J, e,iJ -MrtN if "a+ MAS. • ��„M ol,.. Jt AI ht►jTdfI , 1 .N+e r e. tA,tpr dllFN.kM+hAn sVM,10W M,0/sAf. I l y i Y l�sltir4:41 er--o' .+ti11 nC.r'JT t.I Z lied # 1b-CA1TI-IMfrA7 A, OVillhe J'rb 01-.V,-orlr.Ts o,'Id e'tbr dj�r, Iry- : 1 Ar•^r ' heAe,I'At I , 4 d.0pri�S lAeilA' I 'r_ -AW oAron,rld'.ffM/tlr.AM,lrl,o,�tAI n!1 flit,lerlrflprIIi Me I ' �; it1 ;"I ' k 1''' . I t" w. m • +J►UNv1 /wt r+/r1� wr►e atiw.•n ►Al,nt*'. tlbJler N,IL td /S el r�TAr +y jI ij� t . .f �1' '� �." b.•rtf,lhu 0ell 0Arf,,wolMl IPMI off - !!M , (J tJA�t'L 80. rot +. ? i t „ ( Oe•'e V-Rl ,rAM7 yr/. ,A0J,ei A►• dltNl ,►AtON JAw/lAp ao,oh if P4 t,O MIt MMtnlr 11,#9 ,1 .f(12,_ 11 M►f Q4,, I • AWIV .I r,hll, lf►t. rtH er wljtA!! iltl rd► tree/l. �r 7 eL•�ti �- ,p . �.�!dI�A0�AJA ++ /!!jgtJ111 j A a' IV »roti t r �-ePtVCW drt,"**eAellale.t►IMlPV**Alftle �ryiyMd. .eTJYtYIII it i I 'I. ,M 11,1N.. tri Yi3 1 + I' > /[ -."PoY of ,n,I,We, /nriftonh r,a•! InAf16j s -t.• --I A lupi oil•+►»+spew �wt.ha,t, Mkpvi "►f Ij-0e. I,�.I AtIA! III I �t� . Ihel d fol,tfnth�1^411F/IAt 41M12.iI� "16,HA vM� #tw •wtrA•f.{bM�. /! liEGTION N.M'p.0 Illfeed ff,I11'!tr" mb'sw ,, .+r•'I .. ",tT' A/ Ali` jlty 0 .*•y.• 1 1 • i ' d 'Ike poll j►fir[rd +ha/( of t lrlir/Lr•, AvIlktirf l4, b'r`as/ f • Af J Sett r'-1- ,•R �part..► y 1 f ! i 1 L'!t dity . 111, * .1Mr141A► 1 Alt, Lalli'►, > 111e3 r F. I LL M r . �...__.._ .� et N rel*, ,ie, M' . t' Otto d) r or 11 #4 ft�if.. r. b tMtyl►�e>e � � . • 11, f b!�! 4I As/h A"tI w Alw.dw ►`p " 1.17 u,owil"111, I sot ° TSM �' I ,tt ,! , 1i!' t d --e f { J!1" b� t i1 i J1�1 ✓ - ' f V : ;! ` Vii':. I I�' p$.flw / .�( j j ! .. - 1 ✓ 1A MW j P Mw I . _- t r i� , . �%Ylrft++� . ,4. >/ / � 9" f C.. 1Iff•r/11S' ; V. _ Jb -t _ �•�- 1 99r -1j _ r � - r 5_f,. _ f ,. - �t - • ,1e I_. _„ _i; 1N _' �� } t aV lip V,:1 11100 ►: Ti R 61 0 A - /.- _1 t INrwT;i I , r 1 y r f_r•3f' :&3f �°_ rind' I11 _ lir , a t � � A i' _t 6 b S 6;' 1' _ f fl. 1 I { I 1� , A& -.a �`i!'.l_it��`_ mid t' .. � tett' !;� !1. I ".Jit/,bAlf AW f ` - tel- I` 7` • ( �14A.4�'I A(Ii*If1.'i .I•_' 11 1 I ' dj' /d•' ij "/� L -1st. '.Z .: L �l -. 1-J ` L f - , ` r - ' •rry*LM t .f N . -. Of , (,411b I t - ,AI , _ Sol . t:... _ t I - . _ . .. I -I It t ' 14- r h�I - p__ {� rt Ott rtnltic t•�s.- RtvisloNl LOS ANOELEA COUNTY 1...1 �� -r A- `ll,{lf- 111 '`-12�••..� ' i IH i fi r►) h..* *.11 *t.e►..f.e. F &OD CONTROL_ DISTRICT �f J• i I ' / ifeutAt 7- ` C -*A1, I 1 - 4 r, , r, _ - - ` 4 �:, � �'= Z- �1 4 n g !' uh. MANHOLE N0. 4 .ffbr�r ' �tj r }� ' J b� et►rt1 a l0 *erre! t Z.. I r I I1.- EI i�k rte...-- - - ry = -1- -r.l t j_ A+ ► Ie t ».".I.. plica• - i tl W„ � I. PLAN. SECTION, ANO " -ft , I L�IGitUDINAL M� - � t g-t� ���t� + �fAtk. DETAIL iil:i,o•'1- SECTION • n q CNAiin . p►µP �llt 6t r ktiV1h1G/!5 O , 5 . 1;41i 1119110*PLAN - S i•t+ ipe►p roil i fee � �-ere rv. c Iel Tgih• r7A 12 If it ,'Y+.r .._. ., n 2 D113 �nh►e'? /roe '040") r ,-too 1� �.- l to � _ � � ` N A ,..s I. 5 t"i � *",I; r,It- - :1(,r`5G'"% d•11Jo will . ,e. A- e' eli CI O. STD. O W457 2 - D//3 NO TE THE ABOVE STANDARDS RIZ'RE THE MOST CZ1RR,F/VT ,4!'/14/L ABLE AT Tfi'E DATE Of ARPROVAL L. /T /S rl-45 RESPONS /B/L/TY Of 7h- �5 CONTWCTOR TO VER/If"Y THAT THESE STANDA/PV.S' .GRE THE MOS% CZIRR,ENT AV,4/GABLE AT X'q,5 T/ME' Of CONSTiP(.VT/ON B-*-, ! xCring scot Street rade • i� ' Eegea ►o be rnvr9etd omit this 51ep in _ \, t 9 }max Mitt ' �I —;- f•'� to 3" Maldive moved streets I _ -- . !� if - 1Fo� . d •treat 11" 8E I Ir,+ 1 / - t . . r; I'_; 1 7J■I } For unfTxrvcd gtr5 p_I1F; 15,1 + r/I 7�• ,�,�1 i '.••f• 1I - _ _I � `I •iJ4 �24' R. r - A l .5�.'e t�t�,' 7'/. 1 ` _ t C f $ I G I- , / I # _I I ' 'tom J_ �// v) ::T� __ 3•-6• - .Ti. / ,I .It� x 1 < •;' t -L. I -i \ ` ) I_j A fel " .. 6. X2 i \�_�i%! ' e Rc d;vs $ (. 0. er spur : ,�_ �' _ S !��1 _..{y-� - � 07, i' ! >\ r �«r - AR steel Relief. %,�7- H— '••�'� _ - - r- . I-� r- 1-- _ i -� 4 bees, 4" O. C. Y - - - -- - - - '.•• h hj ter. ..../..i>(, .... •- I t- ('--------- \ 1'1 e I ''' j� . I : lam—.- , � - � pi!: n � i ,, .. SECTION C'CA PLAN DETAIL N PLAN NOTES (3liaff not shown) (3hcafi not shown) H- f1E113HT ff (in sae A -A ..reel set st-a► td.wll bo'1r.el**a 11tH 1'-d. � rosy M iefer*wNI Strfaet qr de -- M r Se,c Note M - prev,*Id It,ef ria v.1..w or M .11..11 ►.e net rihe.. file wt•nf,muwl epACI .rd ,t .,. pillet tl,e re_ unhole frame and (T/er Suc er *I..11 be vied. r.r H Il. ylsec C -CI sett No,e 0. rolss erl .- -- — TPian No 7-D471 L LE tnc G.y oil � 1.•'''o.i1•d :i ..tet«.', a tofliifi4hei -C if prpeoan 0sn steps L f+•vY be r } C r•.,. *: $ Q M- gHAFT wh,.11t�etna9rvclee hd.1 tMa -C wnd 001#1 N -foes dfpt% M t're+.1 street :: dGrIVt:In►Teel D`Q l�ene,� In top e/ tasty la tole* 1 !'•lel r.r•,fd • .wfa or OLe If.r unp,rved 0 !4- r+ 1] P- DEPTH P lin. ee ebluneef b en nitwelA,,, lie+"t e/ 6' wt+en 1 r► whet 0f D i. Steel stcp�. N �;' WOW14 redvae N (in •SrJ.0-G to e' -e.• or lass. b� _ 1 I 1 0 5 0 U r1-- r I t t t � .1 v r N e. ► Y ... ' `�+ , ., •...._.�,*. T -T ehrtl l Oc A or o urs o v'- L s.d i.,c nM 9 e feet. L ? O r, �1 e.i 7�1 sl -t ,, "7 2• "DTs r'--� - I • T w11a11 bt lo" rep vwlute of N prr,r 6 left. -V� N i ;). \ 3.O _ 7 WI -wit Pressure Monhala Molts Spetllyd Oft plena see Std 01'017, t -t)20 note 3 1. v '•- Z 36'RCP. P. r I - n `' 1 -STEPS 9/.911 be ' eoe,•1d elv rete M 1 emd en e d less fl+ i �1 -..; U $„ c:' .., .r..YL c4 ! cb rt net e e q rp r ive X_ V ` •F•+r;�__ �. 01.$1 the .r.11e er a9rd lr.•Ife7a Mhcrw,.a 01te n, ate • li,wll bin •d 1.41.!, . IO t)' p �E tLlgell) L i... 13, .,� The 5ewr•t lep .14011 4,r. net -nee If. i /..I yr 0 tic o.J a e J 0) 1 .: .-j'r $ gid D1V 1 •tvW n'e Iadge IT .7de •f w1wn..nte fl.vr. qle U.ttr+el•�';eees.' i ,�, 2- f. - 3000 pili of 28 days. 3_O�- 1•iNFOftGIN STCEL "hell M r I-8fJ1 .� i +' S. 2.. •+ 11._.4 �� .:� 111 „� /w , ltrec9M bus 1 `•,%Mer peen. _ e �_ I..,". _..._. T7 / et •r ea t e. pp s' rad Ile .� I t�r1 _ ..�--Pere xet-., • :e,' Cl, V I I = ' 4-S-rATI0NN or wlenhwles af..e.- on pt.91 wppt el epee fine or i,wfl. [.ICV t;af"s 4 .�..• 3 t I ' ere 10 er ./1.n Cense. e•.d Serer to .hie rrele..;e1 irlverf .5rede IM*. N• es alt L I • T• '_i,' :T l p 1 �' `� j 1••A 9.,r- 3#1 119 119 f-cwt1A"" O t f - �. I 3 -FLOOR .,f -%anhole .hdll las 0—f -1 --fled. • t' Nvul.d r t^rat s -- '. 11`,•`- z ' II , }s I I 6-RINci1/ rer4,f,er and n; re f eccese ah*R 9Mlt ba .eeled in ""t -for end neeflr Ill �:ti Cr lilt �. •,7, �tt1D U I l 1 t!^T 1 pe+.•1 r.A - w feel Ina1At N+a�. . = !: I j s ,1 I I I f' - 1-• I v'1 1 Rtf[R[NC[l RtVIVONS LOS ANGELES COUNTY �'. ' • ;�h N in . - - - -l-+7� a .9-4. . FLOOD CONTROL DISTRICT _ !« ° - I ::*;'i. Cd9r$I I'S.:... - E {�e� i'- tl��71��,_;ee, t%7t- I. _ MANHOLE NO. I r. } �_ PLAN SECTION Alio Ir .. 0.•110 'C e 1 - - - - • J r . ..i i 3 .J.Opl4ixksl*yotli�T1 . DETAIL. T . t `''.t• 1 . _. • pail$ ... : •y!,- �..• 101011 fl+NetfMT • SECTION /�-A a i apalin of ift's point THIS DRAWING SUpEQSrni! 0". •Act cli0.2-0102 or rye var No. wro 1- - � $ - x - .1.24 L. A. C F, C O- STD• DWG. ? -D/02 I , . .I -,...--.—,.i ..- - . w ------------------- 1-i NOTES ._ 1 - -A �+ Afierf;e�e 1N' ttoie I •ti IoedHb"l ber°'�,+t_ N0.:•DIST-. A - . 0.r�,�� �,e� ���;,_t, E Tt�'•�`�:��_' Ste' iJawe►*.r. .:ere -j - - ' LOtole Pipe 01 the dO.msteele" end 01 Ohl bell" 'YMpst 11, , + ( I rj^ •�• • - Dowel btr Ofto+l J- �-,�.. �.� .I_-_�_.�. �.! lin'--1 specifically nnftd tl11,rr1tisr an the prnlfat (Nen 4I t j I Pipe shall be trimmed to Ih. fl"ot thooe end IenQ/h' w-11-11 before the pldeement of 140 to6trela �- �- gyp. j._.�*. 1 2-CONCRETX•• t IF-- �'-:1 ,_i-^ I besigm, 46 S,00dpil. comptesslve llrengtA of toAeif, IF - 4+1 1 � ( , , r1bot of fM btlblM lhe"l hove from all Weill (•'the - I j�ili�„' I o0fet eAd Ikojt be Olvo a Stoll- troweled su►foet 1 A + - . - I - " f{ntlh. . `�" i I I 6" �- - -A"- . 1 Curvature 1•Iha ill R 1h i wall 1 1h 11 e ! OM the ff Ips tr Below--� w:I: . �6 _ _ "+' -1"-= -0UVVI openlnp shell Wformod by tulvee forn+l, -+eT �-r- . tiftoca 1 II t et d nn a Ip shall of .m IR S o e/ b • t e e s tl to a Cede ' -Anthar Ahehbt•-�- `'i1tl -2 _ yif/ slebe, eofoei and 1+nfM i• the ►tlfflnrA, or •.-I-._ - prordtild,eutb OlAd werM dMlekAnfAd Of bolls. ' T �� - � . �IE4iNt+ 1 !W Owe No 1-011`1 1 Y - r-� 8" Ftddp,r ( - -1 T k I Cu► ; oG , b - No. S w No 4 bb') Mnutd °1►/gn Lod m fht `._, .."- -1 �» .� i : _ .,.. t'" "yTl`^ 411!-- _ votillral htOh, 4"lred'4t3 rnrI1H Der Waist and Floo►•1� ►ttlUlfed by !►d 'but. No. !-.D 172.. �4OW i I '- 4"Radliil . I bird, ND •A232 �Ilelne fife �• t- k pooluf 41Q �*N^—P-1 • fJw No, Cl3t A Cure fees H editff`btl+h bpinlh1191111,C,filN1lltllh . d be et ►tnul'Ild by 9th 0,001 Not t. 0 dtl , t-0415 of, If shown oh ht entfol plan .{.0 `' bteh eel'�rt �at 110 feel of 411011 11ief1 We 1 $V' TOP SLAB � 1 HUOURAC PLAN i Loth �I I, Irltbt" fnd evuil dlAt tufbidet at' 1 t��I, !N bel�j 1 pt I! Iritht r 1141 fn red 410111411811 . 1 IIPh1.I�f �Hi �lUri aItAll I * J� trdflle d"d D 9 ► 14 ► tl i OM b t J' • t"4 volfill, whtr»+a !halon }tt 1 A► DwQ No t • I VC, 41'.16, VAMit olhttivlib shown. • © Rddivl. I,t Anehtll., a -Poe! P1e19 °"d d�j"I I ! 611 i1 V • �' " 1111, /•�S e►r4 bort,, t14'd '``' $ ,�, bee Owl No a 2. I $ •" II V • 1'• j• f l .. . __�_ _ __- L..'0_.X__ .--_ t '-1 kale � ,titch e► 11• 1 bid *tole 14461 S 1� Y 1 ir' - NIuF i. f -.Ii' 'LD. lUrfbte I Y Ie 'y'-o•11tid. I , ihaell bne filo 19 Irrthtl bbee•t! the i', '17adN IIeat .f the Idol". + -salt I" j�� `I, A..•.._-- V. note V - Oil, bldee Nobl of ICIneh I"lt►vdif Irvin IN L - , Obwele' $ ` prylfellh" get fwd flub? or Ike bellli w+,h lht 14. l+fh of ft inches inef"14"d •i . - wl t` " 0 f 09th �It+ I upporl bot, per ' _ below the fop ivribet dl Ihi fop slob DDETAIL d� dW L . '.b. r r,,! D9A�dhd vele IS 1 r„ tlt+ No. 2 DIVS - . �,�_ _ - a1 . Q• D 232 >i FLOC_!d 11:0 Los eLLS 1ROLC01 T Ct 1 ' I. i.......-_..- r-. �...._. 1 AIA.A *a..:. -A. -•-r_--► L► .Allefhnleea""tello"1 .- to •„t..... CATCH WIN No, 1, I bolt hd'0 No 2.Oti4 i� soIledlotI f PLAk SECTION ' - r�t/jbblddtldJl drawing dr 'the some mmber - A VvIll 1Q Will li "--�- i r 1 do0d' AQv . W row+ ell dirteuenl�,s I AND DtTAiLS ...,.. EV iSI0Ns 4,6 .. � - . . I _ _ -� 4 -A. 9.H MAO sett •.1e..."', • .---- - .- • m - - . , ..r.„. - d,- ; t J f- T 140. t, • n ten *.. P.W H. A t.l. rA -4 A*.tdA,_n r�-- 1r'� f • 1 ..►- _---- .-�5� �h1�7 «�_ �i<< /A��+.ti:d..,.. .1 4. y . . .ltlb446 0111110"0 i•' I .n. 67' /�14 �—,7'l.tri 0 J. P. / , tlru pFTr-- ---,T- _ SECTION q -A .. _. 1..fA,t bArt Iwo o cis C W. 111. I. NONE _15 •Ib•'6A $met, I or L. A. C. F. C. D STD• Ol1/4:::;7. 2- 10/G3 I NOTES' +' , 1 J1relffie. Shveturt Ne 2 h to be *sed Whew O 0 of s Is tnefar the" 110 -r----------.'lthe 1 D of D, at S is ereelt, IAOw 21 int Aft. S $AOH 0101 t•tfel �(• 0, ' • - M 31 i"chet •._- M -- .-"----1 ``�, 1 NOTE. No I.e,* 94001 en* •pentad $Mit lot mode M *wt attliom e1 pits.. . I f% A• 2. Valve$ of. A,e,C and D art Mn+^ o„ e,o,ecl dre.•nfs Ea+eNs^'11'aM I b”--.--- C----•w� 1, �)' E4veNen `S"ere she -n whole requited per Nott 12 t I -„�z 1-• 1 � e • 3 Ele+even S *split$ 0 YMNe well of $Irve•Irt _ t ,It � % --( of Cleverer 4 Ill,resovl limits than be determined at folle.t: • ' 3• MU, -w. M i ~r i f �`. Upsl,ter+ timet - M the .ntersectio" of lots eoitNet M the tw we" . -*_ --T _ -le- , ♦ volh Iha ma.n line pipe 1041 ' ABLE OF VALUES FOA I NT+ Reline Ed fe 0 '•` 12' " 15' S• , I 1 . 'il -N. C•wfitt* Cradle., l I e1 I.it E •mel f bap• , , , ' � t � \ , Revnd `fG I \ \ 30 6 = I 3i AISf R 33 6 .�E ►eat bort , f ,1 1r1w. S `Tit beet o 39" 7 " I Wer its 1171 t r • 3-Ifl-o E -,�5-3"OC—' 1 I it '� , , I I I ,' . '_-A'-1'G I ; IEtet Lei -G ►*rt � t 0/-6'0c. T 1 I i • ABLE OF VALUES FOA e T h. e.. --! 12' " 15' S• , I is }' I ,-- , 1 2 y 24-"— \ , Revnd `fG _ _--fl. 2T r S I 30 6 i 33 6 .�E ►eat bort , 36 6 In Iine EIHOfion R Sherif be stow" en reject O,orin fs omit when five is •e 39" 7 " Downstream Li"11- 6 inches dmf•nst,eem of the irlltnpftftaw of the Split watt with the mal" line pipe .ell Thor aveninf shell be ,fcfonfvla', toil w0rme1 Is o -pt $v,9et! Mf without domefimf reinfert.nf lififf 11 a joint In the main IIA# NN 10111 within Me limit• OI the CO,rteele t,edle, prefidt • Concrete encefemenl One toot above the fop of the mein fins pipe to the limits of the cradle ! The Irensvtt/e ,emle,temenl In pipe shell be eel of center of apewint Md bent inlo lop add bottom slob$ of spur, ' ® 6 Tote mein One pin sAen 0e tredted omf tneatff M 1+3:! ter,erafa gala, e.tend+nf tonfilvd,nonl 12 inc bergnl the limits e1 brte$ovi •Ste NM* Il; and iro,•$.e,tely a dielence of N on each Side of the comt,lia• of pine. If - '/t O D. Of pipe + 3 .riches mill.rmvm Cradle may be omitted on Side Opposite lateral Mlet when tooeftlrtled _-� R Connection ion ritf, a lSNn f er 2 D I TI - 1-- \ �r 1 Rt,nlorNn f fie►I eheff be per 2 - 0111, •M tested ltrt MMOL plea. Iretw ' _ I _ late of tone, 1 , _ _ �/ a e, vntett etherrife sAorw I • f$owme ELN-� , { 6 E and F be,% shell be carried to O point not test 140" J eisleata flam 1~' I 3'R• '--3'Min " PLAN ttnft,llne J. 9itD+6 Inches I I 9 Concrete 11,en911. shell be 3,000 psi at 2e days tectpl at Nherwl•* motto J-::_z�, 10 Floor of $i,velvet shell be steal-MowHN N svir.f lint - t� Y A- It When Jvnt Non St,vclurt No 2 is iv,cilltd with ,tLnlorced mOnefithie e,eh --r-= _ I\ t 1 1 ,Hein ft.ter•f Sttt florin d10,", value 0 shall r! er I0 IAL clear ate" 01 lAt Orth `MAIN LINE STORM (TRAIN : I . - Tit beet t- elnfacinf $leer theft be coot ./red beM into Jvnclien Sttucivre in the tome R C pipe e• rtinlefced I 1+. - / mea, -, as for toe Concrete cradle "not, ,t.nle,ced monolithic •lith is I •3-Itl'OC. p. f.- dfemalilhic arch) I I __1 r.ol ,•tui, ad. 6 beet T 3 1 ber� Mia 1 ' 1 r -J, I h. e.. --! J •... •[112 M. -Ata EIt+QI,Oa F one Ele.elran S see not 1h"vM Oe MOlttl Fe.ingt Inh/ shell -let moi" lint rodiotl When 101191 pipe tete•• main lint alhoe then 3 -It OC , I I I ,-- , ►.De y lediolly, Eft."lioe "S'00 be lhnw" on project d,owings, vee inlet pine shell I /// r \ , Revnd `fG t ' '--- I be laid en a :Ire��hl ode from EleveNOn 'S' le tOlch basin 01 roof betel P fSMi01f tint. i Eeveld .�E ►eat bort , •' y In Iine EIHOfion R Sherif be stow" en reject O,orin fs omit when five is •e •row /.f/ t -,�5-3"OC—' I t be oro-ded in mein line to, Ivlu,e cr,11•v0,on or ,ntel 0.Of • i ; ' ; IEtet A 13, StotlOng oret;fi*d On drew" of Ay of 1ho int*rw9cf41n el center 10"0 T 4. i • ►Ott lam- A of mein low end letere41, O*Otp9 "I 09000"s for tesetl begin tv•wow 1:3:5 s Elty. t •.,, A. s ,r..rr ,d S 3'Or, _ r- --� ' C /�'. -{,rAJSAMest :.:.... FM rpely of in.ih well of structure Centreh-_ , ,-�� • r t - I el,. Use Trentifi•m Slruetwe No. 3, Sld, Owl 2-0184. whin A.C.►ipe ie lee ma'"IInO. ' >'� •' '. • ��/ � g ''3� -1.1 Wood LOS ANC-CLES COUNTY FL000 CONTROL DISTRICT - NOTES trrt, _ �-1 A -- rf - . I. r/I ff1 f orttTRlct /br-7rbr f on phis p,bn. < Ii. t '� �. `�'�� to be ,--.#- .-�- •+ e - Ctm LER orMANN(xf -veAFT Sholl be bcdfPdot'�'Cenlpr'htr or3ftri+l to J' kbdlu3 r-- c o moof Oc/1,3"If drVrn whrrl drornef>er A is 48'er• ie�3, n which cone pfocr f bort' S_V"- t / •6,C6e►Z 1 1 D ♦11 I`C 1 ' -y - IbredcerrCrYb metol,cnllyvroundltafrore�'wrlhcenlprltrlpondCif"ttJborJ j. J*A>V __ -- -{ , j«,'r 1 - - f S. of rflL 0 when deprhormrryho>e thin sfrrpf yrV*1n f`bPOrbor - }j 11 - 1 it • •A, ff bor3 WV113 tfv/7 10' 0 � Ib- pOitd ifr Lot cr j'•6'/br L*ro✓Cd 3frppr.c"fnxf * _� \ f I r r ,.1- oviow' -I00 p rarer I , 3..(r,bng rexyvitichic 3haf'f aitwe- Ortvil hf Shm"t tbrartydapth ornym tiemoyy A ,I 0 Fnoxrr, l 1 becrn31ructcdv3 per Detail M Whendpmrler DT li3,46'ar k'�s,cpnfer .. Dber+d J L �' . lr,.i-3 4Jll tt'8'kn9 -s ors1ror1mvybeloco Wo1piPrnuts L j'h MMY 1 , 300C ... / ' ' 6 oC la 1"'V* edr - P L A N e • nncKNr33 of d� ,%Stull mryy whrn r,cce,ssory lopFdr►r-l'r kv$r/ pipr�vr - ne blot' .% - - - - Loforri, le - butshdllnotbeAW chart /lobutar'm/ Ibi r.5,trwncnm13P/dn i I - •� ' o�l i rhe bar f0rV5 and cover not 3lhnigrn) 'j - PVNroQ,'1NG Slffl lb be per E Dill, 111cloor Hoar lblceor'tonerrte I , Jt►relgrM*-I ,•Ca'►Cr,r0e'MNtj3 • •` WArsD3,hidwnoNrrwim - I' I I 1 I Omit tN33rr ; :3.tJ Rir,�Jedt t I 6 $ f Sshoo!bC'�•rVur1d,g01►'brtirdd•fretendonchort�dnof 11es! • . 1f.,.... _ -W- -__4,1 Nrpef�3trwh•„ - �A tfrt" illi 9 •' fllort G'rrtG' 3lin tho Itn/ls orltruchv,v Unseal oflrers,im sho,vi7 �N n bar• .- 4...7: , r L ig� ; �tMjrx71�tY1 st r•e ' 11' ►hot �rx'fr_•rt,g shc1l be 14"1)15"e. &t,77fe krtrJf�ltpr V 7)7n0tbe e1mv to lit?» . . (hofynotyfOwrr) , tb►'pdrtrd3freots,-TE/',1�' e. 2;e-_Nhtlr t'-b'vbdW#VfHr'prf,ISP@SledOwp,0-096 rfb• (,1 MTii:f3frrt6. } T• 1VIN6i A'tOMtRANd Plfr fbromess jhVfY,%"1bAS�h�A1ryx:rt7r• Vo3frol of v ^ apt• I'/drf Ab It'►J161 s it m . A� 1l •'c,}; "' It bars dnd nraN frt'rt fcd or wed in,IA* the .short -Voa111Jf9h+ bA►cl . Cfiit:ftlhl rhqs ehd �•t'' . I `-• ✓ bo► d' 3rll rlo/v3�ryf ►►b,rheths Shawn on pbn vnp/c/otcenlrrof3/bf f. .•..__.,., `; f;!' .I',,,', rtlekerP,r *n -0101 1' Pour. _ flt?Itlric�-lSfWOWrtdtSt(ltronJrT¢ler'lt��rf•07pfft�Cxdn>r t9rbrlh/inas7 . ed�s F •. 9- IrL000 of tndr,unlethfrll be 3luel-troweled to sprmq,rng line. "'`t SM' errs f ' ;A,-011"Iff"UFn t90•f fM1h to JAR . . & BODYofrncn f /e'"ll be t,trd ihont,ca.,lrnueus ration. P•�9e 3... , pd r ptC6pttholl0ccnstrtKho jo,rlifwifho4brTgirVdfM(1/A4eyVwwaymay ItV,fr el".1 A I , , t I MAntm11n) 3'-6`01h I, . I -.LV .0 . . • b9�ocvCof the 3 r,,trvtq1",q fine. nC Srdl. �• ' Iv►tpdirld ytrppf3, i ' It -CMG rN L ANo fAffer[ err C JMr2tl lfow free tbtle-wing whxn ' •,SRe Karg J. A I M fmle33 dtherw►JA dtx7ftof pin ploy Ot 1- it l '�.�." - ; .- E bdN f5� NOVJ 1 ' • tbr' D/ • War ks3, d, .3r -d•, p. l� pbc>rld 'filftbffr Of o►,er116', 1'6'0',0•A' . i ,f VW -A,."., r ' J ba►'j L may be lnv,ee err h v I bra or menhore nhi fYcr! 1d mt>er p" �. • . ; e ,3pr 1#V Niff A n oa ' f WhVrl C gt•&7fgr ftlon 01013hewn otka,e lis JprclrACd. D ears ,Invti t� ,t r .'. I7/ef Lep VCf10n D I � Cbnlinved.6,6C I f dppt►esofttliipeiAf J. -!f K' 11 ftra179 344,11 bol' "4 ftr C/4J,9•arl�rds, •d R1rOt/ei►-foeb•►rXtuslre _ t �l 1 drM-a6 for U esoItrover. hof bdMShONbe'Jbor.l. ilea w wbe f� d1 6� -X ; _ ,r,3i- r� • 3000 PA t of 16 oily- '�( N -A G0`w'ottr, 0 �tA-Cent�►r/Mr-ofMiHtlli MAlfilp►�c�CtM++EiE3tl11ChOftahlpolAoring,y I , T 1 r line i11t S3 dfherwfsp .#hnn•n E Wr' • ell f /stilt 3b 0 /3 1171ere liar, srr" Iv, onhak A b.1'/s solltibi rt ory t*t,if tort SIM boli K-000 lilla - if nofe J. SUPERSEDES DKV. 2•D103 �_• .;, t ..i -i I �1 RE"Itilt t! RCVISIONe Log ANUtU9 COUNTY ' i ••',0 ol, ' - I •• ! QQ„- N.•t p.4 bs•c-,•t.e01 1'L%Id C041'"OL. D15tIttC'r I ' I TO -�a 2.0/07 P_; I . !'_P LI! . ; girl -1 w.,.ed MANHOLt NO, 2 ; ; ; ® ►811- tl Id •,fJ ,i�► tld W,, aM/► 1.�V.?/O 0 10-34 Add'e'd Ante PLAN. SECTION AND _ I _ j- t =09G " epi K1'S4 Added Holt D E 7A I L ` - i _ �L_ _ ' ... - t b 47? 1/9- Step Sp5c/liq4. I k1---- - Grv4*por}i11J i 1.1-14f At# flC rd/ a � i'j// See Noted �. i ...� *p• 406. � - I , M f ION -5:B - , aM . - - k i 6•'!-5! - Nt[► •L� Le..r.....w........ �-._ w . _ - . _ L. A C /"'C.O. STs, O W6. 2-A10/9-01 - I 1 '-I:3eS C•nc•eM SECTION M -M • `lindiNve•fd •a.lh'/ JUNCTION STRUCTURE 2 '---' A. REVISION&NO. A. s" •row /.f/ I tuf.•.11e• SECTION Z.- Y • :._.'=r-0--'—Ir�—/� ... _;_. .-..+ Al A It -22-•t erv:0f. Ne/e - end i • edord l'/e e♦ /2 - -- - - -- - C /�'. -{,rAJSAMest :.:.... (,(i•(l�CL�.,AtI+.�, w A. i dpollpa,. MA/Vt.1' ell _ .. ,, ✓•r.� p21'0 -1.1 /pf.jf A*Ofs •lett .4 _ . ' - -,-. _„ - .' _ _ _ __�_wlAt"or � 'ItAt _I . ........ A. c.W.. A t✓i•nl *f /silo— e _ ., A /tA'[1tSIr0ES OnAw111S OR tiff SAME Ni"ER DATED ttltY, it3f elfr- sleet rde,,yet DWG. NO. t-DI12 plotte I ... a 1 L. A. O F, C O. STD. DWG. ?- O//? - NOTES trrt, _ �-1 A -- rf - . I. r/I ff1 f orttTRlct /br-7rbr f on phis p,bn. < Ii. t '� �. `�'�� to be ,--.#- .-�- •+ e - Ctm LER orMANN(xf -veAFT Sholl be bcdfPdot'�'Cenlpr'htr or3ftri+l to J' kbdlu3 r-- c o moof Oc/1,3"If drVrn whrrl drornef>er A is 48'er• ie�3, n which cone pfocr f bort' S_V"- t / •6,C6e►Z 1 1 D ♦11 I`C 1 ' -y - IbredcerrCrYb metol,cnllyvroundltafrore�'wrlhcenlprltrlpondCif"ttJborJ j. J*A>V __ -- -{ , j«,'r 1 - - f S. of rflL 0 when deprhormrryho>e thin sfrrpf yrV*1n f`bPOrbor - }j 11 - 1 it • •A, ff bor3 WV113 tfv/7 10' 0 � Ib- pOitd ifr Lot cr j'•6'/br L*ro✓Cd 3frppr.c"fnxf * _� \ f I r r ,.1- oviow' -I00 p rarer I , 3..(r,bng rexyvitichic 3haf'f aitwe- Ortvil hf Shm"t tbrartydapth ornym tiemoyy A ,I 0 Fnoxrr, l 1 becrn31ructcdv3 per Detail M Whendpmrler DT li3,46'ar k'�s,cpnfer .. Dber+d J L �' . lr,.i-3 4Jll tt'8'kn9 -s ors1ror1mvybeloco Wo1piPrnuts L j'h MMY 1 , 300C ... / ' ' 6 oC la 1"'V* edr - P L A N e • nncKNr33 of d� ,%Stull mryy whrn r,cce,ssory lopFdr►r-l'r kv$r/ pipr�vr - ne blot' .% - - - - Loforri, le - butshdllnotbeAW chart /lobutar'm/ Ibi r.5,trwncnm13P/dn i I - •� ' o�l i rhe bar f0rV5 and cover not 3lhnigrn) 'j - PVNroQ,'1NG Slffl lb be per E Dill, 111cloor Hoar lblceor'tonerrte I , Jt►relgrM*-I ,•Ca'►Cr,r0e'MNtj3 • •` WArsD3,hidwnoNrrwim - I' I I 1 I Omit tN33rr ; :3.tJ Rir,�Jedt t I 6 $ f Sshoo!bC'�•rVur1d,g01►'brtirdd•fretendonchort�dnof 11es! • . 1f.,.... _ -W- -__4,1 Nrpef�3trwh•„ - �A tfrt" illi 9 •' fllort G'rrtG' 3lin tho Itn/ls orltruchv,v Unseal oflrers,im sho,vi7 �N n bar• .- 4...7: , r L ig� ; �tMjrx71�tY1 st r•e ' 11' ►hot �rx'fr_•rt,g shc1l be 14"1)15"e. &t,77fe krtrJf�ltpr V 7)7n0tbe e1mv to lit?» . . (hofynotyfOwrr) , tb►'pdrtrd3freots,-TE/',1�' e. 2;e-_Nhtlr t'-b'vbdW#VfHr'prf,ISP@SledOwp,0-096 rfb• (,1 MTii:f3frrt6. } T• 1VIN6i A'tOMtRANd Plfr fbromess jhVfY,%"1bAS�h�A1ryx:rt7r• Vo3frol of v ^ apt• I'/drf Ab It'►J161 s it m . A� 1l •'c,}; "' It bars dnd nraN frt'rt fcd or wed in,IA* the .short -Voa111Jf9h+ bA►cl . Cfiit:ftlhl rhqs ehd �•t'' . I `-• ✓ bo► d' 3rll rlo/v3�ryf ►►b,rheths Shawn on pbn vnp/c/otcenlrrof3/bf f. .•..__.,., `; f;!' .I',,,', rtlekerP,r *n -0101 1' Pour. _ flt?Itlric�-lSfWOWrtdtSt(ltronJrT¢ler'lt��rf•07pfft�Cxdn>r t9rbrlh/inas7 . ed�s F •. 9- IrL000 of tndr,unlethfrll be 3luel-troweled to sprmq,rng line. "'`t SM' errs f ' ;A,-011"Iff"UFn t90•f fM1h to JAR . . & BODYofrncn f /e'"ll be t,trd ihont,ca.,lrnueus ration. P•�9e 3... , pd r ptC6pttholl0ccnstrtKho jo,rlifwifho4brTgirVdfM(1/A4eyVwwaymay ItV,fr el".1 A I , , t I MAntm11n) 3'-6`01h I, . I -.LV .0 . . • b9�ocvCof the 3 r,,trvtq1",q fine. nC Srdl. �• ' Iv►tpdirld ytrppf3, i ' It -CMG rN L ANo fAffer[ err C JMr2tl lfow free tbtle-wing whxn ' •,SRe Karg J. A I M fmle33 dtherw►JA dtx7ftof pin ploy Ot 1- it l '�.�." - ; .- E bdN f5� NOVJ 1 ' • tbr' D/ • War ks3, d, .3r -d•, p. l� pbc>rld 'filftbffr Of o►,er116', 1'6'0',0•A' . i ,f VW -A,."., r ' J ba►'j L may be lnv,ee err h v I bra or menhore nhi fYcr! 1d mt>er p" �. • . ; e ,3pr 1#V Niff A n oa ' f WhVrl C gt•&7fgr ftlon 01013hewn otka,e lis JprclrACd. D ears ,Invti t� ,t r .'. I7/ef Lep VCf10n D I � Cbnlinved.6,6C I f dppt►esofttliipeiAf J. -!f K' 11 ftra179 344,11 bol' "4 ftr C/4J,9•arl�rds, •d R1rOt/ei►-foeb•►rXtuslre _ t �l 1 drM-a6 for U esoItrover. hof bdMShONbe'Jbor.l. ilea w wbe f� d1 6� -X ; _ ,r,3i- r� • 3000 PA t of 16 oily- '�( N -A G0`w'ottr, 0 �tA-Cent�►r/Mr-ofMiHtlli MAlfilp►�c�CtM++EiE3tl11ChOftahlpolAoring,y I , T 1 r line i11t S3 dfherwfsp .#hnn•n E Wr' • ell f /stilt 3b 0 /3 1171ere liar, srr" Iv, onhak A b.1'/s solltibi rt ory t*t,if tort SIM boli K-000 lilla - if nofe J. SUPERSEDES DKV. 2•D103 �_• .;, t ..i -i I �1 RE"Itilt t! RCVISIONe Log ANUtU9 COUNTY ' i ••',0 ol, ' - I •• ! QQ„- N.•t p.4 bs•c-,•t.e01 1'L%Id C041'"OL. D15tIttC'r I ' I TO -�a 2.0/07 P_; I . !'_P LI! . ; girl -1 w.,.ed MANHOLt NO, 2 ; ; ; ® ►811- tl Id •,fJ ,i�► tld W,, aM/► 1.�V.?/O 0 10-34 Add'e'd Ante PLAN. SECTION AND _ I _ j- t =09G " epi K1'S4 Added Holt D E 7A I L ` - i _ �L_ _ ' ... - t b 47? 1/9- Step Sp5c/liq4. I k1---- - Grv4*por}i11J i 1.1-14f At# flC rd/ a � i'j// See Noted �. i ...� *p• 406. � - I , M f ION -5:B - , aM . - - k i 6•'!-5! - Nt[► •L� Le..r.....w........ �-._ w . _ - . _ L. A C /"'C.O. STs, O W6. 2-A10/9-01 For oullef see Standard • / J Catch Basin plans /Plain or reinforced a; i centre,@ pipe or C.M.P. Mein Line ;� • °. s y4•E'- ° ` _0 or Catch bosin Flo 1 -min. 'Ste Note 4 Plain or reinforced rs to Solt I i l loess Z/ -See Note 7 See Note 7-� - 6 tont. pipe or C.M.P. t I Top of Curb I •12_-4 Catch basin opening TIE --I Top of Curb i ,Exist. T.C. Min. ` e place Storm Oroln A �l r' ----- Q42o-c-I000 `Cont. PLAN Bedding of , I �B �� 00�5 Bore �, _ - }-min. � encasement .Cenneeter pipe inlet pipe----' y OWBecRfsl� ' ° I '• - E err. S. A I 1' See Note 4 ~ rt , 6. I 420-0-2000 concrete or / 4/4 0. :.' e' '..: see note 3 , •p' ' A APO -C-2700 Ca+erete T. 1'min. -4 't-- 1 t clots n1N►Os i , e'' � �' ,, ---r-' \ compeer sell to �� •. r' A 1 v ,-�WOrDed : Warped .31 1 I 61 , , I t Sur to 18 Inches. maintained In place and where clearance between bottom of Cost M Place Storm Drafn relnlive density lei �� `��- I --------- 1 -•iJa , - -� -- Surface s- _. .1 required by 'fir I .:: . ,• p the storm drain shall be as shown In Case 3M , Set. 0-D . CASE 2 ►'t 'i. - te a 1�0 Z.--%;, : Mln. specifications-' >Pipe bedding_,_` s, ' Mww. SECTiON A -A e[.c..".ow -_ r CASE I GENERAL NOTES ; :s.. ` ' ; ; s For 0*41" end new Sween less then 19 Irtehes In diameter where Nate: A" tonneefor pfftes (within the angles specified ler Celt 2) !V I --- ,p•.. Undisturbed .Warped shall be encased when laid within the main tine excavated 11-3-67 4-1-72 Added Note 4 Revised concrete ' See Note 16 3 caner now fine-' A See Note 153` Af The sanitary sewer shall be C.I. P, wlless otherwise Wee//tad. ' Surfote.1r___ 1 °i �� -v 3t t'`JI trench, or when laid on fill which hos not been densifled. E---------------------� SECTION a -e I I 1 FLOW SECTION CASE I NOTES: CASE I AND CASE 2 CASE 3 -SADDLE CONNECTION Main Lint I. Angle A shall be between 45'degrees and 90 degrees end NOTES: CASE 3 0 shall be 24 inches or less For smaller values of A and 1. Connections to pipes 21 Inches Of less in diarneler without PLAN e -- larger values of D, use appropriate standard structure, junction structures or precast Y bronclles shall he made For Celch Basins Nos. 1.2.3.411,11`019 I I. Se 1 Note I a 3 :' I L W Ir----- I K I ------i-----------------r-----------1 %`. r Catch basin opining with saddles Ckess-C"InlOrter-�` 3. ,The concrete oneaeemenl eholl extend across the full width of the storm drain trench pins an addtflondt }lt PLAN 2. In no case shelf the evtsfde diameter of the Intel pipe tit- Y. Trim or cul saddle to Iii Snugly over the outside of the 00• . Far Catch Basin We. B IJ Il� .,,,,,, o a.r. cw.r.•• ..� N• teed one-holl the inside diameter of the morn storm droll. main pipe, and to Its efts will be on the line and grade C., ` 1 f NOTES' j12' i i 12' � i or the connecting pipe. O!` unless otherwise shown on project drawings. F'•--'------- Catch basin opening 2. Where no curb esisls, curbs shall be constructed between ends of Local 3 Center fine of Inset shall be on radius of mein storm drofn 3. The evening into the pipe shell be cut end trimmed to ELEVATION 10 R I ' l r I ,�%•L Gel, Measured Io ouler edge for Catch Soslns Nos. 6,7,ond 9(see Section A -A) Note: Taken along Gutter Flow Line L t K • 6 feel unless otherwise specified on project drowings. txcepf where Elevation S is shown on protect drawings.. III the saddle so that no part will project within the bore -4. ! B, H shaft be -measured at the ends of W (catch basin openingl. B 4. Concrete tom)resslve strength shall be 3,000 is s I. at 28 dors. of the toddle pipe. 5. This standard may be used to intercept flows Irom both directions. IE■eeptlens: Min .e. `/ t ti 4. The evening Into the mol" storm drain shell be the owside 4. The connecting pipe shote be su0parled as Shown in Cases • 0.p•'.: I ^�` , diameter of the inlet pipe plus one inch minimum or 3 Inch I and 2. +I�--4 �. .-BetR/ell (s �L' maximum. e: •e, :o. - I ��pe bedding --i ' \ i 4` S. A11 corrugated metal pipe Send fitlings shelf be get.anired. l WIS911 redet Brow" of some number doted DECEMBER, 1953 Se REVISIONS 1 A. SH, LOS ANGELES COUNT -Y WE 'j'd' Y'°• r -� 6. 11 Angie 8 It 45 degrees or lets, use Cote I. It Angle B -A FLOOD CONTROL DISTRICT n[vISFOIAle III a Tell. Is greater than 45 degrees, use Case 2. ••,-•••'•••• �j��:,i� SECTION C -C SECTION A -A JUNCTION STRUCTURE CASE I T. Burn or chip end Of connecter pipe flush with firmer surface of ineinlfne plot. Round edge of carecrele pipe or reinforced N 0. 4 ''•"'• REVISIONS concrete pipe. • „A.. @Art or5col".0" A 8. Slotlore specified on drawings oWles of the Inlersettiore of insfdt • 6 8-66 added wall of mala storm drain and center line of inlet pipe. �r- .......' -'- K. 0 0 4-1.72 Pe011ed Concrete D#6;gVtiOn V.A R. �J lJ�,.�.•r� /���/ / •�-tC/rtie� / ter- � - •••",•• •- scnLr oATc DWCi. I`IO. 2 - 0 193 C.w N. ONE SAAR„1966 yNECT t or t z• A. C FCD. sTo. OwG. 2- 0/99 -------- w --4--,-- K -i --------f---------------- ---------- J ._"f5 Clearance belwcen lop of sewer Pipe and steel reinforcement vert of colt In ; .: .>,' Top of Curb I •12_-4 Catch basin opening TIE --I Top of Curb i ,Exist. T.C. Min. shall be a minimum of 1 1/2 place Storm Oroln tut 2" clear ----- I See Note 2- 1 1 1 I , Ste Note 2----------- M E 00�5 Bore WILF SECTI ON E -E HALF SECTION 0-D --- #4 Seri IS A I 1' 1- 6. the when sewer Is being Use when sewer Is I shall be D+ (2 x wall thickness ) + 8'r APO -C-2700 Ca+erete T. When Of is equal to or less than De, /cm inverts and when a .:.:ALon Steell • - }e•'• � 'A-•• •�I '' r� e Orf.-Ewei cul 2 clear 4g CASE IL where C%Vronte between bottom of Recast r' �I 1 v ,-�WOrDed : Warped .31 1 I 61 , , I t Sur to 18 Inches. maintained In place and where clearance between bottom of Cost M Place Storm Drafn lei �� `��- I --------- 1 -•iJa , - -� -- FLOW , Surface s- _. .1 Supersedes dratt)ng of Some minber doted NOV. 58 the storm drain shall be as shown In Case 3M , Set. 0-D . ►'t 'i. - _ Mln. Mww. SECTiON A -A e[.c..".ow ' CASE I GENERAL NOTES For 0*41" end new Sween less then 19 Irtehes In diameter where ----1, Revised Note 2 --- 6. .Warped We I 11-3-67 4-1-72 Added Note 4 Revised concrete ' See Note 16 3 caner now fine-' A See Note 153` Af The sanitary sewer shall be C.I. P, wlless otherwise Wee//tad. ' Surfote.1r___ 1 °i �� -v 3t t'`JI 1 -'warped E---------------------� I I 1 FLOW Surface,-' 1 ' &2. Concrete *neeSemenls shall be nor edina•nl Strttctvre,ewcepl CaseIIl and Case 17 which PLAN e -- -1 ^ HOUSE CONNECTION SEWERS For Celch Basins Nos. 1.2.3.411,11`019 I I. Se 1 Note I a 3 :' I L W Ir----- I K I ------i-----------------r-----------1 %`. basin opening \ Catch basin opining See Note 16 3s� Ste �,iper Dwg. NaNo. 2-D232 3. ,The concrete oneaeemenl eholl extend across the full width of the storm drain trench pins an addtflondt }lt PLAN UI , =i vi I r ,Dao ., / Far Catch Basin We. B IJ Il� .,,,,,, o a.r. cw.r.•• ..� N• "•--•' ••••w••• ••_ tLH Case 8 only ll� sanitary sewers. f NOTES' j12' i i 12' � i & I. Elevations st vaiet tourers awd eater edge Sloe" ten/arm to finished Street tut fate 1 -'' 1- L W -� K .1 ~-"t----------------`-*--------------"� unless otherwise shown on project drawings. F'•--'------- Catch basin opening 2. Where no curb esisls, curbs shall be constructed between ends of Local Depression. The curb section shall conform 10 that bf the controlling agency. ELEVATION 3. 6 -Existing quite, for Colch Basins Nos. 1, 2, 3, end 6 (Case 8). JULY 61 Gel, Measured Io ouler edge for Catch Soslns Nos. 6,7,ond 9(see Section A -A) Note: Taken along Gutter Flow Line L t K • 6 feel unless otherwise specified on project drowings. H• I inch when G • I loot. H. 2 inches for lengths of G greater then 1 fool. On Cath swill we 8, Case C Catch bet! Face Plate per j -•-------t ------4 B, H shaft be -measured at the ends of W (catch basin openingl. Dwq. No, 2-0232'-- I 4. Concrete tom)resslve strength shall be 3,000 is s I. at 28 dors. 5. This standard may be used to intercept flows Irom both directions. IE■eeptlens: See Nate I a 3 Catch Basins Nos. 6 and el . -j Grote LOS ANGELES COUNTY FLOOD CONTROL DISTRICT +I�--4 LOCAL DEPRESSION NO.4 sv t 1 �'•• REVISIONS 1 A. SH, -A WE etstw.rr.o" r•ra...• -A 5.10-6e n[vISFOIAle III a Tell. ••,-•••'•••• �j��:,i� K. 0. ® 12.1-73 ADDED t e. N• 9 K.O. C.W N. L..4. C lz'- e5 O. STD. OyYG. 2 - DS _ ... .. //.^Q��Gf�%J;/�/rT� Ni•eteaw,er. • SCALE°Ai[ _[DW_ G. NO. 2-D I5 NONE MA0., 1966 SNEET I *ell Cleorot" between lop of sewer pipe and steel reinforcement stroll be a minimum Mtrert d. cost M N 4 Inches. IZ piece storm Drain -� I" flexcell #4 Bore -@SIB"s>-0 016c -e over e s p p Invert of Precast Pipe r----------- I Pour agoirttf • ' �:.'•: _ C Undisturbed earth .:. ., •: •••-::. -5 Bars. Terminate y e t C, I. P. an5 r P" from end of cane. \ / . ice\ 6A \�Y• •- - C SECTION C -C CASE III 0 Where charranes between bottom of Recast Pips Sterm Drain and top of sordtory sewer Is less than 6 Inches. Sanitary sewer shall be CAP Unless otherwise specified. Symmt About Sewer 1 E 0 Pole against i. L ,..., ii° + e i Y"eiturbed earth '•%-=-•-�% ,Llf I A ` I ring �=Line �V.C,P. Son. Sewer---- Long. Steel, J ._"f5 Clearance belwcen lop of sewer Pipe and steel reinforcement vert of colt In ; .: .>,' Min. shall be a minimum of 1 1/2 place Storm Oroln tut 2" clear $ ;',; M E 00�5 Bore WILF SECTI ON E -E HALF SECTION 0-D of sewer. #4 Seri IS Slef" Line 6. the when sewer Is being Use when sewer Is shall be D+ (2 x wall thickness ) + 8'r APO -C-2700 Ca+erete T. When Of is equal to or less than De, /cm inverts and when a .:.:ALon Steell • - }e•'• � 'A-•• •�I '' r� e Orf.-Ewei cul 2 clear 4g CASE IL where C%Vronte between bottom of Recast r' L v. Tfi r�RT ,. „ r.,•; of waiver.gel to 18 Inches. maintained In place and where clearance between bottom of Cost M Place Storm Drafn and top of sanitary sewer Is lest than 6 Inches. The encasement for the sewer between the limits of the encasement end the face of Supersedes dratt)ng of Some minber doted NOV. 58 the storm drain shall be as shown In Case 3M , Set. 0-D . ►'t 'i. - Mln. Mww. SECTiON A -A e[.c..".ow ' CASE I GENERAL NOTES For 0*41" end new Sween less then 19 Irtehes In diameter where 9-6-62 Revised Note 2 fieerorece between bottom of Cost In Place Storm Drain and lop of Son. Sewer Is less than 6 Inches , and where the sewer Is 6. approximately of right angles to the Storm Drain. We I 11-3-67 4-1-72 Added Note 4 Revised concrete SECTION B -B Af The sanitary sewer shall be C.I. P, wlless otherwise Wee//tad. edit pipe M the Bose of house connections, a with obis B a class ISO cost ken peps In the case of mole Cleorot" between lop of sewer pipe and steel reinforcement stroll be a minimum Mtrert d. cost M N 4 Inches. IZ piece storm Drain -� I" flexcell #4 Bore -@SIB"s>-0 016c -e over e s p p Invert of Precast Pipe r----------- I Pour agoirttf • ' �:.'•: _ C Undisturbed earth .:. ., •: •••-::. -5 Bars. Terminate y e t C, I. P. an5 r P" from end of cane. \ / . ice\ 6A \�Y• •- - C SECTION C -C CASE III 0 Where charranes between bottom of Recast Pips Sterm Drain and top of sordtory sewer Is less than 6 Inches. Sanitary sewer shall be CAP Unless otherwise specified. Symmt About Sewer 1 E 0 Pole against i. L ,..., ii° + e i Y"eiturbed earth '•%-=-•-�% ,Llf I A ` I ring �=Line �V.C,P. Son. Sewer---- Long. Steel, J ._"f5 Bore ; .: .>,' Min. 2. Min. tut 2" clear $ ;',; M E 0 WILF SECTI ON E -E HALF SECTION 0-D of sewer. � Slef" Line 6. the when sewer Is being Use when sewer Is shall be D+ (2 x wall thickness ) + 8'r APO -C-2700 Ca+erete T. When Of is equal to or less than De, /cm inverts and when a constructed and Is less existing or 15' In Pan ogoMst Ilndkt[trW serih --�3e CASE = than 15' M did. did. or larger. CASE IL where C%Vronte between bottom of Recast Pipe or Cost In Place Storm Drain For txistlng sanitary seven less then 15 Inches in diameter where oph"reg sewer Is to Its and top of sanitary sewer Is from 6 Inches to 18 Inches. maintained In place and where clearance between bottom of Cost M Place Storm Drafn and top of sanitary sewer Is lest than 6 Inches. The encasement for the sewer between the limits of the encasement end the face of Supersedes dratt)ng of Some minber doted NOV. 58 the storm drain shall be as shown In Case 3M , Set. 0-D . REVISIONS LOS ANGELES COUNTY Mww. ow.■ e[.c..".ow FLOOD CONTROL DISTRICT GENERAL NOTES 6 9-6-62 Revised Note 2 L Where C.I.P. Is Called for, the Sanitary Sewer shalt be con trucfed or r1plecod with standard cost Iron " We I 11-3-67 4-1-72 Added Note 4 Revised concrete PROTECTION FOR MAIN LINE edit pipe M the Bose of house connections, a with obis B a class ISO cost ken peps In the case of mole designation AND fine sewers. &2. Concrete *neeSemenls shall be nor edina•nl Strttctvre,ewcepl CaseIIl and Case 17 which HOUSE CONNECTION SEWERS ^for shall be C1 420- C- 2000 portland cement concrete. 3. ,The concrete oneaeemenl eholl extend across the full width of the storm drain trench pins an addtflondt }lt „•__ -s r ,Dao ., / 12 Inches into undlslurbed earth on each eider of IM storm droln french. :A 4. C. I. P. shall not be used for Los Angeles Courtly Sanitation District sanitary sewers or for City of Long Beach IJ Il� .,,,,,, o a.r. cw.r.•• ..� N• "•--•' ••••w••• ••_ tLH ll� sanitary sewers. f .•••• -•.• .• '-� 1_ _ SCALE DATE NO. - 6�1- '„ o ;;�; -.. NONE JULY 61 SNEET I or 1 L. AC .0 5,r.O O W eG, 2-02S/ kASE_j VITRIFIED CLAY AND PLAIN CONCRETE PIPE REINFOR AE€D CONCRETE PIPE IacRlflf as >peN/kd--�_--__ _ _ 6'nrMbrKrn Nroraner O Top o/ Be" " 6 unless OMRrwiw Ir as speer/fed tw . sombberi 1e barrel.---------�.Cbrrr T- -T -- _ - IMrerswct _ fir_ Cww_ ( ` ff ^w noted M Me Specificolions.---� r` • -C _--Exca.atee book or sheethy A► boor,_-_-- 1 ® t'sxlaisre•11 ehererres_ (,� ' I - � �� _Tj•1 I 4?0-c-19000 h bag or cover ' Irrrcrr/e FrMra'ted bong a �� % i�Scrtsrd 11frowetp A h Irl tor.enwr mrd `-B�dd"•p B �' -- d - t eat of p/OF a of screed end rM- _ shivering _ +rf1r*1r- ,M of 10 .stf'AtM- r4 RIM- . TiJ�lIO' BleNrrr► B -- '''� 50nt1 I I"eJhod rrr Io be reproved h Mt �PA,e offs •;• • j; : . - , Q---- - L fa/inerr Y O'- 11115 d Pine. Ll . tMlroclor____� iR/ifro• n�/n•'Yrmj M brs►dbrp Iwo►erBring" me/ertdf brMw ►o -Il LY M. . .cF ,aI Serve shaft be for proes hr'nlrnMrlR b. f "T-'' • !_� A malerio/ be/ow 6s/l "EscarM/on h h4h Aire Per Prim 59'aid /srper M di'onrrre:, end M coftor. 4'/or pipes less /bare 39' In I Ercerdfimr ere TMs Ana por"Wrl. e►amaier. M ae cost shall It be 1 L CASE I BEOWNG (Leed Fetter 2.1) lass Mon "#*Aiw oar bell a coNBr ir SADA' be rtod where t,eerlfttd en plant or wft retlrM►/ _ CASE II BEDDING B BACKFILL AROUND PIPE (Loud Fe .Har I.B1 t as on e#ernetl.r to Cast I a Care or eMeNbrg of prondbd 0 Cel -W of sp-94,1 Har shell ver lar kis /Mn 6 "for any dydA of errneb. 3. CASE M BEDDING a BACKFILL AROUND PPE (Lead Factor LB) > bereen. Cose 2P Bedding she# be rsrd Msteod of Cale 1 77vs dimension slay irIr r /hr I'Alrielrts oil orry sfeei`,' 1111101`0 -W' of X-*" Mae sneer neer be /err r en MI fieNor•vng: 6' for plea 60' or Aster oprMtl AMIfMp a/ wrtlob/e IrtneA r/der !/ so ratuired h fbI /Mere corer is B' fir hss,'w'meeswre of lop o/ Ppt may 6e wy lar IYoarrler ,/O' roe p+pe 6J'la rOn�MNurM h dror+rerw onI /I iFa- ppr Awye+ Alar I Mt Enpins•er Itmensfon preerer Ihon elpB in Dion+ -ler. rhenr, dimM.tinl ns m wAre4 Iter l/vc/nrJs of eery slmr hny- I fel Mare cover is greater thea B' 1r'meotrred d loll ofP/po thn# w rb/where cover /s 10'or less, 9r-moesvred of IAe fee of the pipe mer be aril• ' fLAS ore/ be roofer than B'rn/rrt the coaNeefer of Itis own osprnse drnrensfan preen Then /he oDovr specffNd swarmmr,•nfots aMprwht wireAried provides Cess I bodArnp or stronger pipe the rJered B' Ixlyder OR MI Prefect elrowrr•pt. Me Micsness of any shooronp 1(c I where cover h �reorer theft M' 1W 'araesvrrd of AM ►op vI of pipe shell ver by t -�- A pnorwr Man /O for p/P* pd' her d IS, of or or IYse. or rY for "pe ever IVB"I. I'oms!or arhss the eo itleclor or Ali era eyrewte provides Cast 1 bedding or Entveerwl IawA ' j 647o-c-?oa0 stronpor pipe rAett eim.nr/eer rneA•de the Mrrbrers of orry Sbremrp. or Shoffimp_-_ ' cerrcrr/s SASE 7L C,'� •1- KNERat�N2LE$ t' !'atlM11eR►cNdrdrlre _ -_ _ p LU» Co:s Di forRCFo AGP., Cosec for rhrd%deb/acrdpArlireenrrNr Plica rnhsf o1'Mrwrto grog" or �•d/BD' AS barrel- - -_- f Corin-�T-�rJ470 �7 0 s8awn on JAt pro/ed drew". A A mo o- Ir , - t-- Jew_I r t Bedding A shelf be composed of reled, No. J or No 4 crwthed rein or prove/ or erghra A , , , , i, : ; j r e ftor pronrfor moreriel or may be, sPocfried or ar*erwltt dreproved Ar ere Errpmelr. f7N metrne err ern roe* _ T or /rove/ shell be No.3 for Poo 27'm diemsrsr end /orprr, and No.♦ /or pipe Imofhr Char 27'AI diamefeer. ' `1'teird for Video Idjrr►►ft»nI a I r-Y/w0' Beddnil B fibs,/ be compered of send or ocher premdor mohriel as mey be revelhad M olnerw:rt L - • i''' rorrd b the En n 1 ver esaenre met ter AneciM1ee►ions.Correrah .; •: , •ip y p/ err end sAon be eerWered pr/or ra phcirrp belenee N bocAfiq, she# be /t Aotnr e/d before pipe /s lord ill' •, %t 'oro' , I eencrere bocrfifl, where cancer for es Std. owl, t -Dt l j or wArre specrried on Me preirrr cine" pr, Ase# or and, )v,$Asll be spec///ed on /ht Plant of by to -rte; !._, ` i � 470-0'-1000 cencrdfe Pored we# to wN/ N french tram top of Brddinp A to IF mmfman drPta N I- em hp Mrs ear re -Med •-r< + s o/ Serve �Coacre/e backfin9.1,0119be used for Al one ACP or required on SUPERSEKS t-0 141 Me EapMrec ,�-nE--•.-F+i -�__..__ h $rI. D••p. No. t-0113. I -f Waitninar,of ddllrpnsrrtYl ot,t•t.crs wtvrsrnws Las ANGLES COUNTY 4. CASE $ BEDDING (lead Fatter 3.0) inhere nigw;Mbe, meEn O ENERALNOTES a+.cows ?_o?f.J w,lw e.rT oE•c*roll. rE000 CONTROL srorRlcr phrtrrr, � sa er•orrren:e ere Crrei or it .._._ � .. a,rc ecxwer.nw �•„--rte- - fto F hares/ eendtiont ar/rhrp /br/np centlrocNar. 4. Bedding B shnll conlnin no rocks forge► than 4 --'nth nr .ce ce •.ore A 11 34 Nfv1510 PIPE BEDDING i-71 X" ,sed 33 a.sedVert 5. CASE Y BEDDING i Load Factor 2.7) In gooiest dimension. ver„o^,lio Q ply A .xf M•se5 IN Os. Where rocks are included In the bedding :nesthtp' Y J-6/ w..nr(A-0 Aiows TRENCHES shell be used when specified on fire plant. Cote lY Bedding sloe" thereof will vol be permitled. r . fel INeterr• be used A/sleed of Cose Y against theeNnq at tonshtbie trench wa fs17 ISR " _ 3-Edpoefeaiap too Lord rtrlvr 1.0 it soreflvirtd by the Engineer. • o -aft wr.rtesuet t.NA+» l(t � �t�`= L •.4. C. F, C• ,Q S7 -,D. OW6. 2-,0177 I L 40/2" ci,� ,: ;::+ .►. � , fes' !r4 New I I I New or Exist. I 1r Pipe 4_ f Crp/e 1 rrr O A4oe Fxs. I � � I l I I 4 1. •; .• 4CR/2" 3- 4 Circular Tiles I REVISIONS LOS ANGELES COUNTY .A.. @ATI er.cw.rr o• FLOOD CONTROL DISTRICT r7 a et e[.. wed •»e -e r ® 7z (-k.,,s-er Cc^e-d^* CONCRETE COLLAR Litt •C'!C f•e^r /OD0d0 tio•til -" 9 FOR PIPES 12 INCHF S THROUGH 66 INCHES POR r N __ APPROVAL AE _0 ••rCNDED err ... -a O.Y.M. .r.o.ro .. , or A$$i LNI(r p(cuTr (NC•1�[A `- • SCALE GATE No. -633` LOS ANGE1 Es CDUNT r rLOOD [DNTerOL DISTRICT --�-� f ���J NONE DEC 1962 L. 4. /��,U/ fill ' / I �C J /. A mer is rl qumd where the change In gro& enwds O. /O ft, per foot. 2. Where pipes of different daeneters ore joined with o concrete collar, L and T sho/l be those of the lorger pipe. D= Or or 0?, wfilchever is greater. 3. for pipe larger thou 66 -a specie/ ca►tor detail is requlfpd. 4. For pipe sire not listed use next size larger. ` 5. (knit reinforcing on pipes 24 and less /n Biometer and on od pipes where angle A is less than l0' 6. Where reinforcing is requred the diameter of the circular ties shall be D+ (2 x wall thickness ) + 8'r APO -C-2700 Ca+erete T. When Of is equal to or less than De, /cm inverts and when a is greater than Op, join soffits. 8. Pipe may be corrugated metal pipe, concrete pipe, or reinforced concrete pipe, or asbestos cement pipe. 9 Not to be used for a sire change on the moln/ine. REVISIONS LOS ANGELES COUNTY .A.. @ATI er.cw.rr o• FLOOD CONTROL DISTRICT r7 a et e[.. wed •»e -e r ® 7z (-k.,,s-er Cc^e-d^* CONCRETE COLLAR Litt •C'!C f•e^r /OD0d0 tio•til -" 9 FOR PIPES 12 INCHF S THROUGH 66 INCHES POR r N __ APPROVAL AE _0 ••rCNDED err ... -a O.Y.M. .r.o.ro .. , or A$$i LNI(r p(cuTr (NC•1�[A `- • SCALE GATE No. -633` LOS ANGE1 Es CDUNT r rLOOD [DNTerOL DISTRICT --�-� f ���J NONE DEC 1962 L. 4.