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HomeMy WebLinkAbout403-D GENERAL NOTES 1. All work shall be done in accordance with these Plans, the City of Rancho Cucamonga Standards , the los Angeles County Flood Control District Standards , and the Standard Specifications for Public Works Construction, 1979 Edition. Con- tractor shall be familiar with and shall be responsible- for adherence to these Standards and Specifications. AAL 0-9VTRAC'TO1S AA1,C_7 S'l/BCZ�VTi�A�'TOrt�S PERFo�M/�t/G k/0,4Y 154-10*tN 6KI O�Q' 1101�_7AT"/� } 7V THESE PL.4ti!5' Sh/�4GL CGWt7I.t-T Th/EXQ OPE-f�AT/GYVS .5Z2 771147- ALL EMf LOYEES ASE 2. All pipelines or substructures of any kind and telephone or powEr polls, water meter, valves, hydrants , etc. , shown or PROVIZ?6/7 h//Tiy A SAFE TO AAAI 7VF PCNL/C /5' iocifOTEC72FZ7 ALL not shown on these Plans within the limits or in adjacent areas whe-e improvement work is to be done, shall be removed CG;vvT,YACTORS' ANO S(/LBCONTl�ACTOr�S' Sh/Al1 CG IPLY fit//Th/ Tfi�E" 'G�OUf��47A A 4Z- 54FE7Y or relocated as required at no cost to the City of Rancho Cucar�onga. A VV 1-f7/EAL Tf,/ AIF�rGUL.4 7_/OMS" OF TyE U S. G�"P.4�T'MENT Gic [.ABo.Q 14AI 77yE STATE CAL/F2 r?KMQ ZW7PARTM�A17 OF //l/L7US'Tf?/SIL FgEGULAT/OrVS CO/VSTF�UCT/O/V SAit'E7�' 3. The responsibility of adjusting manhole covers, pa:-inq ►pair and pzvina replacement in connection with serer and water aPaE�s line installations will be the responsibility of the Pavinq Contractir at the completion of eavinq and shall he accom- THE CIVIL ENG/iVE� SHALL NOT LM7-7 VS`/SCF /IVAV),' AlAY' AZIQ ?NE �AC''TOrQ�' plished in compliance with appurtenant erdirances anc standards. A�VLc7 COMfL/ANCE fti//T/-/ 5Xr2r1T ANO h/E,4LTi�i/ 4. Any Contractor performing work on this project. shall familiarizewith himself �th the site am -hall be solely responsible L�PEGULAT/OM5 "' OF 712E U.S• L[ FX: 4RTMENT Oc LA�Ji� ANO T/ STATE OF �.4L/FOrQit//.4 for any damage to existing facilities result inn directly or indirectly from his operations , whe+her -jr not nuc L .4�PTMENT OF /N/7USTiP/AL AL414:5761L.47-10W5' c—?5'VS'7,X'6/CT/ON SAFETY OP,C7E�S. Ti�/E" ties are shown on theSP Plans . C0V7RAC'70R 7,X1,47 HE 6WWL' ASSUME COMPLETE RESf�/VS/B/L/TY FOR ,,(oB S'/TE CONL7/T.<ONSLr_,uf1A1a The- GOUiQSE' OF CON. 71`r&CrION OF Tiy/S Pi�O✓EC'T, 5. Shading on street plans indicates storm drain to be installed. /rl/CLUO/rI/G SAFETY OF 4L.0 PE.�ScYt/S �4W0 f�•Qo/'E�TY; Th/AT TN/5' �EQU/�4'EMENT .Sh'�1�L _ COiVT/rVIXJUSZY APPLY i 141,0 AlOT ,B_4 L/M/TSO Tt> /I�iP Al k1011? �/NG h�OUl-P.S; i4� 49 TH�9T Ti'/�" 6. A permit will be required from the City of Rancho Cucamonga Engineering Department prier to any encroachrnerit or CONTit�.4CTOF{ , con- OMstruction within the City of Rancho Cuc:mong, EasPr­nts o1 Rights-of-0ay.S 1ALL 4q--,t OTEQN ' h/.4RMLESS' F• oAl' AN)' ANO ALL L/AB/L/TY 67-f W/Tim,/ 7-H25- f�ER.rO�MANCE 0c_ A/Ort�� 0V Tip//S Pif�O✓ECT, EXCEO/NG� f?�iQ L/�48/G/Ty 7. City approval Coes not include estimate of gt,antitie� 77'/ 7 SOLE- �VE�'L/6'E'NC'E G)� Ti�i/E 6WAIZ.( OrQ 8. Adequate stakes shall be set by the Engineer to enahle the Contractor to construct the work to the plan grades. 9. Subgrade stakes, driven to the pavement sut;grade 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 LI(/A�EN�►� "�C�s /V� L!►E" �� �'+�/(�f"�,L�C'T�j�s 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 checkinq of subqrade by inspection personnel . 7izi/EEX/STENCE A�t/L7 .�lPf���X/M.9TE &XX7-ra{/ 0,X-.441Y &1V01E1fSWV611 25' U7r/L/T/ES' Ori 10. Compaction tests of embankment construction, trench backfill , compacting original ground, and all subgrades shall be 67A76<7-0,0576' S/-/OAW OA/ Th/E�,�E /::/`_,4A/57 ARE GBTA//✓EO ,&y' �4 $Ei4iQCh7 OF r performed at no cost to the City of Rancho Cucamonga. A written repert with these compaction tests shall be submitted ,4V,4/LA,6LE RECORU.�', 7Z7 77i'E Atl�F,15'T 0,=- A1Y eV0A1LEDGE' 7/YE,PE4PE MV EX/S'T//VG to the City Engineer for approval , prior to placement of base materials and/or surfacing. UT/L/T/ES' OR !97R �MUr _'5' EXCEPT A9 ,5X/Ol�tW ON 7/' E E �A/VS. 7�EENG'/NEED 11. At completion of pavan it55'UMF�' /� L/•4B/L/TY AS' 7Z7 Ti'S/E EXACT ZZX7-47G� SA/L7 L/NES /UOr� /cOrQ completed to verify: 9' a Materials Report shall be submitted to the City Enqinper listing all test or determinations UT/L/7�' OR /F I<S4T/D�V 41MEF-S �SE�L/aCAT�S��PE �7-��7 0�7'ACT� S'N•4LL 6� RESf�ONS'/BLE �•Q T (a) R-Value, sieve analysis and sand equivalent of aggregate bases. CO��PAN/ES' Pr/OR TO Lk��PY G� EXGAVAT/C�/ TO �TE�QM/NE EXACT LGKAT/ONS (b) Stabi't�ty, oil content and sieve analysis of asphalt surfacing. 6-#=-A61_ L/rt,557 AFFEC7-/rte TH/S A/O/<:X- WHETf�iQ OK;' NOT SX/0A/A/ f1E',REGT�I AA/0 /CZ�7,Q ANy LOAMi9GE GYM fOTEC"T/ON Tv 77`/E.S� L/NES' 12. When asphalt concrete is placed on native soil which consists of a rocky material , the subgrade shall he prepared by removing all rocks whisk protrude above the subgrade and all voids or depressions shall he filled with a fine graded material of a quality better than the native material . 13. Contractor shall notify the City of Rancho Cucamonga at least two (2) working days prior to commencement of work at telephone 714/989-1851 . 14. City approval of Plans does not relieve the Developer from the responsibility for the correction of error and omission 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 shall make 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. 16. If the asphalt concrete is to be placed on subgrade, a Soils Sterilant Registered by the E.P.A. for use under AC and PCC shall be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving . 17. The approximate locations of underground utility lines are shown on these Plans. The Engineer assumes no liability 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 of lines, Underground utilities or structures were obtained by a search of available records. 48 hours prior to excavation, notify Southern California Cas Company 2191 E. Birch Street, Brea , California, 92621. phone 714/529-2889 or 529-7070. a: 48 hours prior to excavation, notify General Telephone of California, phone 8 /422-4133. U 48 hours prior to excavation, notify Cucamonga County Water District, 9641 San Bernardino Road, Cucamonga, ar a California, 91730, phone 714/987-2591 . v� FOOTHILL BLVD. PM 6206 10ti 48 hours pribr to construction notify the Pacific a ` Telephone Co. , 3073 Adams Street, Rm. 119, Riverside, ARROW RT. CA. 92504, phone (714) 359-2414. WSTORM DRAIN a: e 8TH ST. PROJECT t W Z Z Q Iii = SAN BERNARDINO AVE. J ONTARIO W MOTOR SPEEDWAY01 W i SAN BERNARDINO FRWY. RTE. 10 f�TN/LL L8�va. VICINITY MAP SCALE = I "= 5000' Rn, G• f G�nv!//s �.5. G I I Dio Fromm+. i CL-Lr d 7"re,,64" flzl f/ N v � 4j ZL Ch . OZ'S.D. D • To S;Ia-z1+X3.9/Frei.r / DESCRIPTION OF REVISION�y _ DATE APPROVED All BENCy M,4L4K I I II ; CITY 0 F RANCHO CUCAMONGA CH/SELED ,,c7- vve N.W. CAMM OF eleNe. PPRCN p, eyI' A� PLAN AND PROFILE OF OF,£QU.Y. ON 5.y✓. MRNE'/P Ox-,-4 PDk/ /PTE. fL•4l/EN I Avf II II )k ®� ARROW ROUTE STORM DRAIN SPE!//SED L?9TU�l 9-l0 9 PAMASTER PLAN LINE 5C 3 FROM DEER CREEK CHANNEL TO 41201 EAST OF HAVEN AVENUE Q Nofe LEGENDAPPROVED BY DATE / 3EE ON-5/7F JTd,PM DIPAiJtI PLAK, CITY ENGINES R.C.E. 23889 �.0 E_>,r No.3Z8-DFDR D/V'S/TE S773LPM . fi./S/,�' OF A/ /N6S �� ���./�. ;�,,� `�y, -- RVTEN,r1XZ FU1ME ;, cf /t ,QEX M,4� �,q/N DESIGN RECOMMENDED THE BEA�PtNG Of•S 39 /7 /? T FDR INE eZNTELPL/NE' 5'j.PEET __ _ C.A.S><e�✓a� _ &6 too. 20300 A/ L.D. KING INC. OF,4,P�PDW PTE. tCr_R/PfCOnPDOFSU,P4EYAPEC42RDED EXPDITF4 DRAWN 517 N. EUCLID AVENUE SHEET Z Df P.96E 5 /PECD�PD-5 Of s4iVBELP/YA�P131N4 RralfF �T��/�L /4//V O $�fj�jpf ONTARIO CALIF. (714) 988-5492 1 I I INBGbk � R15 7 `�Tyt I.y1 P 2 J^ �E /Vl//� iQ eto OF T COUNT/' C/MORNN'. ti/,45 41tPP AS Tf/ .845 /P F 1 BRANCH MANAGER RCE _14326 DATE 7 Df � CHECKED AW �A�, _� _ DR ING N0. /k,:L�I/7LS•/i) Al G:�v�//e R.G.e. Zo3oo arm �. LOQ/7r11/7 L��c`&F t fi_ /Zf/S�B.� �03 `D PR(.JEC 'E ,INFER R.C.E. 31875 SATE - -- —_ 02-754 -/4 MIWIEn iY neV . Wpj.w ne. ' DIEISCEN OIEiSCEN - brYlf Y t3ENFEC'!. bFenFire ►'YiF V Faf 114�C`f bHht:fE i o � V . VI — -- (10 j I -- .* ! N, - - I - --- -t4 4 H- L-- I L ----i I —J- 71 Ml- h j 1 i i 1 ! III 4V I I i i : _) i + I : a 1 —1 t—fi --I i — 71— L -- - - - C 1 { 1 i J - - _ - -- -- - - - Lr J-1-1- - -- - - - - -- - -- - i } . Q I 1 3 1 — - v 1k .h -- ZN - . ZU w 6 Y 7WC U - ARMY 23ZAP F : . 1 9 � 10 14, lam a 11 12 13 14 15 16 17 18 19 3 20 1. V4Zr /•' a 4' t39t6/.40 E' e"wI AISL - q # ,p /NSTAL,C. B�^'R.C.P. � t S'T.9GL 0.4" I srrpil�D, ,41A! to iAol/a4 R e P - _ _ S TCI?M DRA/N l �M� S form Drain w S fX/STi'NG .P/!f/ Ix/�f tom► .�ps�.► 8,'wAr 'too *Wft% 1 . -- sErrn1 G✓d ��+1/ir�� 1�--• s L-----� ++ �Erriaf Ccir6 � �t�1�i- j� z s_s sem: ss�tsszcsst Oil `a 4" G ' 0 ' Prorio�e SaoPbra' For Ts/e�olfe�e � tY - Gos wernirq sign. u 36 MPG VJ °� fI%��d/7�e � j �.S p:' Condait .l� /ntit�afior► k'ii�A Jf'or�rr Oroi� '�:r R.,: + N. ,► � is iF 3r19'/7'1Z'"C - ` - - Er:1/_f.P. Z - - IAw1r-------- - - - - _ -- •-� - - ' - -- - - - -- - - -� - _Fx1r1- F.P. - ----- -- -- ----- - - - - - - - - - - - - ---- -- - - - - - -- - - --�- - - - -- E�risfi+ E,P. --- - - "J 16,w w . Exir.1, P.P. Ancibr• . w r 1 •::s s z r �ir �l� 1 .M R1 ✓ RP. p t`'P.P. M,�� • RQ,a!ce F.H t: TiIvarni aiyn �� �� N�?th%J1S!SIgA v 6+s w�rn%�rs I � • ---------------- /n/e1 Conf/uence and Store» _ E.ris! chain AMA fence ,9O• Broin design renin the - it Lter Ci ea�'Ci�n nCi right F ,e LIWUZZ 84" /.C p SrePW DV IN 1 i .fid f ��' �� Of/yby Sho//Ex rCS�oDi>'3i-� -" � � /N3T,4LL 84"R.C p S7�,PiN D.P•4//� 1� bihty Of C/.S.A—yCorps .: �„�iseer3. sro,Qyl D.P�1/N e��l�.E D,rrd a ZL ICAGia arSL?X-Aw 0J � r-rd,eS&t4&I.?W A v S7 To JW r12//#V Q . �t.�'sem �px 84 SZ 38 S9 #7.03 7 iIQ • i C J" � �h y + p9 ���VST,Pt,I�T�orV Nd 7F5 DESCRIPTION OF REVISION DATE APPROVED � r �' CITY OF RANCHO CUCAMONGA 1r - f ?IC" `- PLAN AND PROFILE OF _./MOTE TO CONTRA0WR, - � _ oe ARROW ROUTE STORM DRAIN 00AP5� Al hl No.2 AFR I-4C C,D. SW ;VAN T��¢ MASTER PLAN LINE 5C - i 7'Ae werlfer w+arsr .n Arrow Route As O t t he property of the C.C.W-D. and con ' /rot be removed lro,. service. The /6"' Ex ot:n9 fir4ti4y zd4yr O , C.MiC.<W. /O Fau9e lfee/ rubber rl" Cvrb Gutter of Povenrent V) s' oin fed ma"'t nrvsf P he rotec ted a.r0, 7- i. j � td6 fSu/oported in P/ace. � riouPrior to 'y. ¢ ' laV APPROVED BY DATE ns/ P/ Sfart of coruction the confrac-hor ti ' CITY ENGINEER shall submit shop drawings to ,C,D, Kiis'9 ( R.C.E. 3889 »C. detoi/in -the trenehin , shoring '� r►. q q c`r• DESIGN RECOMMENDED Proposrd Channel 1Na//s end s�pporl` of the /6"wd'fer rrroin ii1 �t6� r �y/Dt�' aedd%If Prr the viCin�ty of the Sforirr drain. C,A..S`�et�cy� �6 5. of Fufvre �'or�os of 1! TTC-)FT Std. 7w9. .2-D/77 c . L.D. KING INC. En9in�ei-s Pr�eCt V DRAWN 517 N. EUCLID AVENUE SHEET Cross 3ecfion C@Sta, /5,400 A,.T.s. D. JG'A71771V,f ONT 10 CALIF. 714 9W-549 I � ZZAV12 --2- 01F CHECKED BRANCH MANAGER RCE 14326 6ATE DRAWING NO_ �s LIXO l PROJE NGINEER RCE 31875 D TE �03 -D pIElSCEN DIE amt r 1 SPf V � C3 bFHI t'Cl n—q hFM v w r, i : , i 1fk _ � �1 i I i I i I I i i i i , : H--4 I _ -i - - - - - �_ -i --i -- -- - -- _ -- i 1 r : 1 I -fj—i : - - -- --.j - : 1- t -- f I -- - �. - -- - -- - - -�- --� - -�-- - .- -- - -- — - - - - } : 1 , . r r ' 1 J _ -- —-- 1-- - - _ ! - -- - - -- - -- -- --4 _ - _ 1 - 1'4 J i -4- I 1 4 1 I I 1 I 1 I i . I t I I 1 I - --- - - -- — - - - - - - I . ---- - -- - - - - -- - --1 00 I �4 •mac' -- o I I 1 i j . JL 20 21 22 23 24 25 26 27 ;r -� ��_�� 28 29 Ve'rf ,too,/,f_�i fUTU�PE nP/ly Q �xfsr�lyS ,� N.z /NST/4Ll 84"' R.C.P STo,?M D�?AIN *'7 Ar Sita, 27t Jo -K AE Ex•s A ng A.C. fwe�,f boa worisin ?i it -, aii.%n9 ., ri 605 4!'G G 9 9 G G G G ,�;�� :,oma G G 4" G _ W ' 36"HPG -- HPG HPG Eosiwr+nln}�.vQn HPG 36" HPG -- ---- ii�E ?7 _- 589�/7�i,2"E - - 4 T T T Ni// - E�tis1. A.C. Di��'cnroy Erisl. Curb /� Cwr IC W v M_� (�pC> C>00 �s/, rNrin. C r70 ►P. 6„Ary a' �i& 4,; -IV w -j3RP T'�{` I.r 1�f JNG1t/' s= _ s=z'p ,) A • t� n _ '•� Ball* dwa� �srk! f• l !� Bva%f-p- ° ---w - - -- - - - y.; ,exist Choir lJn k 1-'elwe n G s or;.sk/« Nerds N P 1 N S,o�in k icr fi/cods Exist Lf�vin L ii�,k Fr„rs I�S/S UZZ glf” ,P.C. P Sre PM D.P,4/N ] INSTALL 494* *R.e.P 5)DpM I�AWIN 0 � Q ti C!� Die. r D. Lk CrA'To Shs.l1+9�9/Fro,.. 87-r-, d'¢" ° I 'ONS 7 R UC'TION A10 71'S DESCRIPTION OF REVISION DATE APPROVED 3 co/Usr. M.N. No• 2 AFR Z.•� c. F.c.1). sr�. pl.lN ZD 94 CITY OF RANCHO CUCAMONGA Sd' SQ' PLAN AND PROFILE OF a 22' g ARROW ROUTE STORM DRAIN 8 MASTER PLAN LINE 5C t i 1: ,�xilfi net j � X cc, c a.,,- pa f o oavcn�Cnf h QL Exia` :n9 Fence �nx APPROVED BY DATE 3 CITY ENGINEE RC E 2 89 DESIGN RECOMMENDE D r eg Typelff Bcdd�nq Pci C.A. Lbdm 6eAkT l bo) �G.A. C.F.CD. Stet. 099. ,2-D177 L.D. KING INC. ' i DRAWN b `� Cress s'ec�ion ON N EUCLID AVENUE SHEET �' P @Star. .2Jrf40 ONTARIO CALIF. _A714) 988-54 2 i 3 nr. r s Tc. �/Uz �i�, C.�'`'/ -. /moi//���o —a- OF - I CHECKED BRA CN MANAGER/ R 14326 DATE DRAWING N0. Z-04`171714;7 PRONG INE ' RCE 31875 ��TE t oilISCEN wv;rr,v ntr DIEISCEN O b+v:F v b`vlf r b�HF FC'i btaot+rf f •,f u,CC] bt•ro rr e F3 _. _ . - — - -- - - -- i V, , + _ .. _ - - -- -- -- - - - - - - -. _._.i - - - - - ,- -. I 1 1 �. y , -J _ ._ _ ... - --L - - --- -�- j - 1� , _ _ _ - I , 1 , - i I , 1 i : I 1 1 i 1 I i , 1 : : i . — } o 1 1 0 � ,'114 _-- ___. _-- -- -- U v } - J-H - - - - -- - -- I -- -- -- _- - - - - _ I I do, ...... fi66 I - -� — - -- - - - �� - -- - - i i ( i _ 1 t--1 I i : i i i �. i I i I 1 , I : i a , t , i ij_ _4 , i : , � I _ _ _ 1__ LZ _ - - - Uso - - -- -- - - - - - - -- -- -- - - -- - - -- - - - - - - _ i:H711�7 i ' O J,' ; - _ l_1� __ i + i I 1 1 : : f : i f � 1 , I f , , 1145 - �-- - , . s ' E ' oI—F-1 lij- - W I 84 ,PSP � -- --- -- - - �- - -- - - W -- /sso o - -- - -- i I 1 I i i I I Iliil 29 30 O t 2 3 4 5 6 h/oriz ti //__moo' 7 8 9 10 11 v R/W -¢ V Cotes tr c ti on ¢� - ---- _ -- Q � 11 ISO 1 I . • � nV� �� � Q PARCEL I PA C I T G7' Oiisifi SE orm D.-ok For Fvturl P. M. NO. 6206 � `� � 5' R EL /6 h 1 ` �7' K-I'farf Sf:opp��9 Confer �� PAh'c�'L /7 o I �7 ,Zo Q o II P o I h V I 24"R.C.P. Lateral Z 71 Onsite Sform Dre;n Catch ,basin o o t4 tj °0 Of CB S e e She e t No.9 Of// it o o� \ ST�P/`f ,[7r 411V W For f��-obi% Fors Futwv k-Mart Shopping Confer 2 /o 1 I � 1159.79 T.C. LA7� ,4--f A 14�sv+rr� 9 i I i rs. //a9.i2 g p�// For A-of:/e • A z� �PC'R �Coterrs/ N' 8g 03E.0 11� -tD *�"` /�tCSTAIL 8�'��PC.P STUB! ,U•�A/�! O I /0 See Sh cc f 9 p x-47.97 Ah�E.4 Fvr Prof/e 1, - - - ---- - 15 S sJvIH. a 15 S //57.8,2 T.C. I , //57.82 TCS 4 G 6'�9ULT HPG HPG 1157.15 i/5�/ °n 3�' NP 36 NPG PG-- - - G „ .3D O z rn .16" W w w 16" W w—O— P '��' � — � •'I P.P. AurNve \ •1� T.S. , t5. A FE,vc� I � � �X /=Z17Z/rC�CfVX,5 1 r� I �T �P !NS'T•4LL g�o��/7 See De toil Sheet9 sr0�OY �, WAI Mx For Manhole Re%cat/on 3 /7.00 ' ~ i /Vote o Cant/-octo�- I Junction Structure No..4f f DESCRIPTION F REVISION_ DE 0 ISIO T APPROVED DA E , I o /oN CITY OF RANCHO CUCAMONGA ' I CONST,_�TIow�TUr�E �t/a f �Z.A.CF.<<? S'T . f�4�1/�17/93 �C.p d �Q L_ 7- � � PLAN AND PROFILE OF @3)- CO/l/sr. PLA,V 2-4718¢ ® �°� 00 4sa� �7�2 �s98 . �� ARROW ROUTE STORM DRAIN MASTER PLAN LINE C - � - 40----Co1Vsr. Mh/ No. 4 t� L.A.c�.<<,a srr� PL.9/V �,v//3 � \ � 00 5 (o eVAx TCB. � 3 �� L.A.C.F.CO. Sr7. SAN 2-x163 F 3 So' moo• 0 v O- CONST L.O. /t,�- ¢ � L✓4CFCO. ST17 f�l_A�/ 2-L741/S c �� 36 s� i•� o� ao --PROTECT SEWE-�P PEEP L•A.C. F. C,D- STD. PLAN 2-D251 I .. �. '� l APPROVED BY DATE � nom. ! Z Fxisf�'ng y ,'+ Cvrb a of pavement ° �bu b 1�er �}, W �' CITY ENGINEER R.C.E. 3889 O Gr.tfer h DESIGN ■w/ RECOMMENDED LK ir.JG ' 11 L.D. KING INC. (0) f�v �`"daf°r DRAWN .� 517 N. EUCLID AVENUE SHEET 'GPh J.L-7 MR-10 CALIF. (714) 988- 49 4 a 4—OF !!.._ Cr OS .$ecf/an @pfd. 5100 Type m- Bedd;ng Per CHECKED BRANCH MANAGER( RCE 14326 DATE DRAWING NO. J. C.F.C.D. Std Dw9. z-D,77 G. /2 /S BD 7 03 _ At. 71,5. PROJE ENGINEER RCE. 31875 ATE U s , 4 i DrtjSCEN ���'��w nc. 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B9"I7 r /� 2' 16" ^ wo" W V .. 8 - /�Z1lZJR� (f UK A'v57.4CL 85�"Fi'�'P 67 7RM ,C 74//V Fl/TrJRE CURB �GUTI R c�TrER1\ 1,A1 T5 4LL e-if C.�? 5'TOR� .0. 1411t/ 1� ti < DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA 3 00A1,5T. NO. M.H. 2 PEi� L.A.c.,�'c.,o. sTo, f'L4N 2-Z, PLAN AND PROFILE OF 40----�,6YvsT. M.h! No. 4 PES? GAC.F-c.,o. sTv. P�,Q.t/ z-,v1r3 } 3 a. � � � ARROW ROUTE STORM DRAIN /0 PROTECT 5EWER PER L.A.C.F.CD. STD. PLAN 2 -025/ � � 'O � � 8 ,4' 3�� ,6- h9p �o p o MASTER PLAN LINE 5C 4t xV I , Z %►' ,Exst Edge � lV w C v r(� • /mss vc rr+e n 0 APPROVED BY DAT E S A. CITY ENGINEER' RCE 89 -J DESIGN �'�� RECOMMENDED ter CSI. skf_W'� L.D. KING INC. 3bd�A� Type ILII' Bcdd;ns f'er DRAWN 517 N. EUCLID AVENUE SHEET G L.A.C..F.C.�. std,ow . ?-0/77 ,¢ q ONTARJO CALIF. (714) 988-549 —15- 0 F _. C.-OSS SCGTIOnCSfa. /,SfOQ CHECKED BR H MANAGER RCE 14326 Z f ATE DRAWING NO. A. T`s' � G•L¢U �� PROJE�NGINE R RCE 31875 �TE .e�r�fo rr Ate •tl+r.tr ro�ntr D;EISCEN D,EIVI.Ftl e-:;e r errt, r hF,tl F('1 •HM WE hF Hf FCS; _ k:rE , i 1 - -- - -- - - - - -3-- - -- --- -_ _ -- - - - - -- _ - --- - -- -- - - - - - - L -- -- -- - -_ J 1 - 1 _ _ _ _ - -i -- - - I - - - - - -- -- --- --- --- - - -- --�� - - - - - - - - -- --- { - - i o -A --- _ ; , _ __ __ _._1 _ ti I i ; , , A_ till I ; i i i i i i _ ; ; I , - - -- — _ - - -- - _ I i -- - - - - - - - _ - - - A160 c i_ --- -- -- -- - -- - -- --� - - - - - - - �- - -- -- --- - - - - - -- - - - - - - - - - - - - - -- -- - -- - - - - - - - _ } { _ -- _ _ _ __I_ _ -_L_. - -- _ H_1 - -- -- - - - , ! ; i 1 I G , ; : I , 1 L i rZ7 -_.� -� _ uu . i I1 t 150' 49 LJ a- i i I 4 ; i • 1. _ni !97107 L.F. MCL 9 / P 3 O i 1 j ' f 23T —` - 24 25 26 27 28 29 f/orir. �-/"_�o' 30 31 32 33 34 35 STO/Q7tl 421 .4/N CU.Qt/F ,2A TA , 4 L T 44 4-6-00 47 9611 160,00-1 sv wi /VS?ALL X09~,�'Cf� S'TdiS'l�7 ,C>it��l/JI/ XIAI �C�G47770iV � v � v i J��UT� O �7, 97 i9yE•9!7 \ , ' 15 11 S SM-H _ SM.H � S S I 15" S 36" HPG /rGz. /i�� 58 F 36" HPG 4" ,G 4" G ? ?7 89-17E _9 3t VJ o + + + T T 16" W 16" w 8 8 FU7Zl�E c2lee f` GUTTEfr Q. `n n,�, 10iv 16 W b . j q DESCRIPTION OF REVISION /VOT�✓� DATE APPROVED �-- CONST //,'/AlO. 2/�5,o Z.A.<i-. f?. s'TI>. /�.4N r 27/8¢ ' ti CITY OF RANCHO CUCAMONGA r/V,,- V11 AVo• 4 L' L.AC.F. CO. .STO. 0 t,4,V 2 O//3 � Q [� 30' 3 a• ^ ` PLAN AND PROFILE OF i ° ARROW ROUTE STORM DRAIN g g '`' MASTER PLAN LINE 5C i Curb �` of Povrm�►nt 0 - _ t APPROVED BY DATE' h CITY ENGINEER R.C.E. 389 Ole �b �� l� DESIGN nG' RECOMMENDED �a�' 6 18 � � kl �! s 3!o 7y a III Sedd;n9 Per G.A.S' Ae7nl' B� E5. p DRAWN 51D7 NINEUCUD AVENUE SHEET 4.q.C.FC L� Std. Dwy. z-Din n. ONTARIO CALIF. (714) 98-549 I OF Cross Secfio., C�Sfo. 25400 6� CHECKED BRANCH MANAGER RC 14326 ATE DRAWING NO. N. 77,3. A _Y03 –D PROJE NGINEE RCE 31875 DATE DIE J S(? ,¢ DIE]eCEN - •'r.E r brviE v - 6E,4,F r 1 ,.erg,ve I , I , _ __ i � 1-_ I I -t___ I ; 1pt I I '-- _ - - - - -- - -- --1 _ - - - - - - - + _ n f I I i 1 1 1 i I { I f 6 f f — l- I : l I , I I , I i I 1 I v fC I Pr _ I - - - - - - : - _ I � � I � I J! � ; S6 I I I : e I 1 t � tf : —.I f i + ' � I y I I I f K r I i I I , - - --�-- - - ►� - - - - - I- -- - I �, t 4 - - - - - - -- - - - 165 L j 3 I ? �_fit 15 + � \� �-- � ---t _� _. � � - -- -- - � - --- - - - --- - - � -- --- --- ? �(ot.do) T. i FG I - 1 {� Z - . n- lv .sr s J ,y^1 •1 O I m I I P -- 10 - - -- - - - - - -- - -- - -- - y- - -- - - - -- -- -- - -- -- . 1 -- - - -- - - -- - - i ,27., c P T.QLL I .Z . . •P' T i 'Z .A 1 _ _ - l .-1 _._ __ _ -_1 _-- __ _-. -_ _- J. . :_._ _ -1 ! i / o � 4r7,o07 L.F I /500 O /SOD O { D : t I ; �- � 1 r� 7 "IF .o I , I 83 t.f Je 1 1 - - J - -- -- ' - - - - - 1 ! _ - - - - - - - - - - -- -- -- -- _ : - - - - - --- --- -- - - -- - --�-- -- - -- - , sem-,� - �.. - - - 1 _ - - - - - - - - -� - - - - - -- - - A- ---_ i �. I 35 36 37 38 0 39 40 41 42 43 hhi-;z.��_�� 44 45 46 47 7A a �% � �j k %60.772 (10 T.C. z .� A ar SCID x ,Pav �, , A6--I ZL 97 RC.�' ` 1�V5 r�1L G 27��?�f? 5"7O.C�M ,Dh�A/rV C o� v8 IK'* 4 �� EX/S T. C.�`�- ex5WA ,po re 15" S 44 36" HPG //60.32 ' s a��/��z -:E �� HPG t^ 4" Private �d vJ ¢9oOz�/8•, m 4" G "I 3 Gcr»f 97" R.C.P. 07 #7 4W fro T T (I) 16" W SrrE�B W p � Gina � c-�vrT�,Q ,5"To,PM A,P,4�iv Q o to , nfbvG Rcaur3lrrx� e7"96-t', ,odd ."/,W.,ue. / 4ir�Keir-ve, ! s'ToK/ 011PA/rV Cf/�Q(/E BATA hcall RC.P. d L 7- '33111 Q IR V DESCRIPTION OF REVISION DATE APPROVED O"POD'00" 45 0' 725-98 " a C „ 0 /,2, Or�t�C'T>OrV CITY O F RANCHO C UCA MO N GA ,Z 7 00 38.5/ ,ZD 53 W - - • V o • ® 00 � \ Q V '% M. V/10 e /`�E�P L•A-o:f !7. S'r /SAN �--,lJI�� PLAN AND PROFILE OF So, 5 0' t W Co/v,S7^ M�/. No. 4 �.� L.A.c.Fco. sTD /�C�N z-,o/13 ARROW ROUTE STORM DRAIN IL � � N � 4A caysr. Al. wo. / ^5K Giry �-*5ow&, No 3i8 8 ,�, 3�, � 8 ,nur�, o �� - MASTER PLAN LINE 5C COAvsr. MH Na )`Fe 4.A.�'Fc. O. 57- PLAN ,I?-D1eV" c 'c P s t; SEX 3.14. fd a 9 � P�psEc �'tii b O��gvei•►cnt — 0 a-- CpNs'T C NQ 3iP �.q. C.F. C.O. STO. F-Y,4�/ 2-O/�3 Gutte, h �,�111 ``e �N " cif. ti c�ifs ,, 4; �� APPROVED BY DATE CoNsr .C.o. A10- .,,? �,P Z.q.c.�c..0 S ro. P�A�v 2-Oas � r� ��;� T. I No 20300 'J CITY ENGINEER R.C.E. 9 7� GD.V�/' L.0 Rao< Gly jr0. ,D/✓G. ,�/o, Sol CCA3G ,4 S) AV jr EXP DAT[ '�o/Q7! DESIGN RECOMMENDED umm e /b Nt?k� St4l CtV 11✓ ��P C/q. �7 7�C1�/t!/� 1,06s . pe Bed 14' 9 PC.- F pQ L.D. KING INC. 3 C+ CALF DRAWN r � .Cr.4.C.FCO. Std. off. .t-0/7� 517 N. EUCLID AVENUE SHEET .v ONTA Q CALIF. ( 14) 988-549 I 6 J-e-it/v�er B � OF Cross .Sec fon 6)3-fa- 38t0o n CHECKED BRA CH MANAGER CE 14326 ATE DRAWING NO. �- y03-D N. T.,S, 4 Ker! h iS/ G/i��/7/G RGE. 00100 DATE v L¢v9�1�h PR0.1 N I NEE R TRCE 31875 GATE _ r , nYv ey:YiFr,,Y div 1"F t•. DIE 1 SCE N r • e'r.F r �f , at,•?1 Kf !.i l,f{J!((�j eH(11 orf 1 10 � 1 1 -_ _ _ __ ..__ __ - -- _ 1 _ -- -- - -- _ _ _ -- -- _ -- - SI 1 d O 1-_ _ _ I-- _ - -- _-- _ _ _ -- 1 _ -- -- - - F - - - - - - - -1 - 1 - - -- - -- -- - 1 _ -�- -- - --- -- -- _._ - -- - d - - h i >t i � i w c� -- --- -- -- --- -- - - -- _ _. - --- -- 1-__ - - - - -- - _ 1 % tai - _ - - -_ � � - --�- - i � --�- - - --� - - -�- 1- C2 � � - - - - - - - - - -, 1 ' I uj i ' >ti 0 - _ o U - - _ a _ ___ _ ___ ___ ___ _ .� al im 4 .b + I 3 __ _ _ __ _ - __ ___ __ _ _ _ t 0 � • I , j `a1 -� � � I: � 2�b ' } EX�I$� �'t i�l. �U�1=�A E -- � � � -- -- - -.. _ - -- - -- -- - - -- - -_ _ t P -- -- - 2�1.b4 -- - - - - 22 Q- � CSF- F IPE , 1 194 __ __ 3 1 i 1 ; � 1 1 1 � 1 i 0' i i i �O PI I- 4- E: � -�--- -- - --- - --- - yy , 1 IS � . s6R ASE -�1• --�- -- ----�__ _ __ - _ _ - - _ - - -- 1 - Ia M+G a _� � - - - - ------ 'o �-- - d v I 1 1 1 i 1 It 1 ' I LL Is 1 L �- i 1 - I 4 -0 3 ei �tl 1 fr- i-. - _ �. _- _ -- 16 � _ _ ..Is y J I fig Took, � j . �� _1�.- t.._ _ 1.. - �00 7 J- 115 -- - - - _ 1 - - - - - - - - - I f i LIL - - _ _ D - - _. . 1 fl 1 i i - 9 z J J h=' Igo 1 � s o of oo � � � - � � � W � � ,a ��, � � - � -�- - - - ---�- --.� � ,�. t 1 �+ --- , 1 , 1 Ce A} Q L - f �� • '� I I I , y '+ Q t ac + , $ �' . • �� >" ` M ' �1` CD 6.6� uuiin ot 0 F- 3R.C.P. 3 w 0 . ♦ 3 _ 5 D I1 > -- -- _ - - - - -1 w A - - - - -- - -� - -- - - - - - - - - - - ------- > ___L , _1- O NS 7. 8 -J - - - -- - i - ---- >rt i ♦ o "R. -�_ - - - 1-- - - I _ 36C. i b __ - - - - - -- - -- - - - x _ -- -- -- -- -- -- -- - - -- -' - - - - - - - - -- -J -- - _ -- - - - - 1000-0 -- - t � �wCAST. � � + o o 57 C8 L . i b s fit. . �--- -- --_�_ _-_ .__ -- � 36 R.C.P. 39 R.C.P. x ___ - -- - -- - - II -- _ _ -�__--- _-- � - - -- --- --- _ _ _ __ _- __�__ .__ __�__ _ _ - ___. .__ -._- _-- __-_ ___ -_--- -._.. -- - __ _� ___ _ j 0 1 0 1 VERT. /^' =.�' 0 i 0 I - +z6.9t 20+0941 TINT. 32+07,41 INT. 38♦94.41 rLINT = 8+zL.91 �- BEG. LAT, 01 =20+09.41^-BEG. LAT. __ j_T_r + '1 = 38+94.41-BEGIN LAT. 100' Q+gµ.95 11 100' I 1►6o."T.C. T = 32 07.41 ^ BEG.LAT. 100 1 1." T.C• 1159.81 F. L. 1 Do N 50, d BEGIN 3b"R.C.P. 0. O. 20+1745 0' S0 ' 3 15.45 BEGIN 36 C.P O�II 39+03-32- BEGIN 33 R.G.P. M n6o.�z F.L. W BEGIN 39"R.C.P I 32{25.41 B.C. 36"R.C•P I I 39 *I,Z.41 B.C. 33" R•C•P. 3!. 14 ►Is7azTc. M 14• 3G 3l0 14 14 3` 6 l 1157.15FL a"�'�•� B.C. 3b R.C.P W ZO+,2.7.41 B.C. 39 R.C.P W 4 36 36 14 I 1 0+00.00 MAPLE AVE . O cL D I D + 0 I O 4797 �otN ExtsT. M.H. to o�ARRow RTE. a 0+00.00 UTICA AVE. =39+39.3 = O I 0+47.97 JOIN EXIST M.H. � 9 CO. =8.72 .00 ARROW RTE. 1 9 10 N ; di ;� 0+78.41+ M .n 3 n 11iO.j�i T.C. 3 c� - W � 10 JOIN EX15T. M.H. �F7.97 JOIN EXIST. M.H. aJ l0 = I 11�9.se F.L. a �- io Or IP _ _ 1161.15 T.C. � 113759 T.C. X�p ` (D F.L. �i') 8 ` o D IIbO.�iBF.L. 11 _ "' it IO - }10 10 W I ,si�� EXIST. 316°R.C.P. 8 S 1 - 01, � �- 52° I � ♦ 5 . H r 111 �'1•Z• a EXIST. 36" R.C.P. 30 �� n �\� t\ 4g'ot 8 EXIST. 30 R.C.P. �. A. EXIST. 39"R.C.P. TICA AVE. a I MAPLE AVE. Z n 1161 3 T 3 CL 0+50.31 T EXIST M. H. NO. 3 s = s 1n ; M IILO.�FL. 0+60•7T • EXIST M.14. NQ z 110 11 .c. RED OAK AVE. WHITE OAK ST. p 0 15 1160.,L5 T.C. ID 1S ~M 3 A� C9 M 1157.15 F.L. b of �• N LL s 0 ! s F.L. I _ 1 I 7' =' 0+50.31 fit• EXIST. 1t�1- NO.,Z ~ 7' '" 0+50.31 EEX1ST M.N. No•2 i' 0+47.97 E.C. AHEAD 0+47.97 E.C. AHEAD EQUATIBN Cr 22 Q zz' 0+47.97 E.C. AHEAD Q � Utz' 39+59.53 BACK EQUATION_( �� 8+92.03 BACK 25, II 0+47.97 1-.C. EQUATION 25� 32+72.53 BACK EQUATION �Z5 I�' , Z0+74.53 BACK1164.39 T.C. ♦ 0+00.00 WHITE OAK ST. 15' I I ( 1160.72, F.L._ 0+00-00 RED OAK AVE. = 92+5,2.50 RDW RT � =20+34.50 ARROW RTE. DESCRIPTION OF REVISION SIP S�1 P4 f y 1140."T C. Sot t sh.t.t{ (o S« $/JPS t T DATE APPROVED 1159.81 F.L. 9 9 STORM DRA/N CURVE DATA CITY OF RANCHO CUCAMON GA Sop short 5 RC.P d 'Q '�- T PLAN AND PROFILE OF CO/VSTRUCT/ON NOTES q� 36" 60'00'00" 45.00' 47. /2 ' .25.95' ARROW ROUTE STORM DRAIN - B 3 9" (o D o00'00" 45.00' 4712' 2.5.98' . MASTER PLAN LINE 5C �9 --CONST CONC. PIPE COL/_ AR PER 4.A.C.F. C..D. 37D. © 36" 60000'00" .45.00 ' 47. 12' Z5.9,5'_ PL AN .2-0393 j PR07-ECT SEWER PER L.A.C.F.C.D. STD. PLAN 2-D25IL -1 D .33" �O�OD'OD" •¢5 DO' 47./.2' ?„5.98' APPROVED BY DATE ' CITY ENGINEER R.C.E. 23`889 Scale : �"'_4O DESIGN RECOMMENDED _ C.A. SfPrv4rc/ X0105. L.D. KING INC. DRAWN 517 N. EUCLID AVENUE SHEET ON T 10, CALIF. (714) 988-54 8 OF 1 CHECKED BR H MANAG�RCCEE14�26 ATE DRLA,/WING NO. PROJJ� ENGI875 44ATE / O3 D 140-_- ,_-, 11 I 1. . �­-__ � �I ��­---.:.,-1 I I - ,-.-- � . I � I - -I ­ - I- � I � I I � _­ �­ - - -_ I � - _. I I I I - � .- I ��:, --- ­ - � - I__ � ,_.-1­­ I - I I -,-,�, � �I . I I I I . .- - . � . ,­ � . - - . 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I : 4 . . . � � I I L . . � I I i � . . I . . . I L L . . L � I , � . - - I - I t ! � I I ! � i I I � L� . ; ; � � . I � I I . - I - � i - � . I I I 2 . I . . I . : . - I I I � z I L I I -1 L L� I � � , I . : .- ! I I � . i . I 4 I I . L . I : . - i ; -.-- L `�� �. . �"''- ' ',­ -__­ -, i, ., �__-__1,.__-;-__'' - � --i ­ I-j ,� '_ ­L­ - -",- I -­1. ­- 1-1 I __ ­ .. - -- �-�-, �-��-- �. �- -,-.,--.--.,�--.- ­ . ..­_ __ ._____ ­ ­­- - __ - � ­-, __ _. __ - .- - - ­ ­ -- L. - :-------1-- � . _. . I -1 I , , _­� , - � I�.___' _.­­ -1-_____�___ -4 -- . I - -j- ­I _.__ _. L I _1- -­ �_ .1 1. ­ - �_ � _ - . , __­ ­­­__.!._ -__ � - - r- , , � ­ - - - � I i i ; : 4 . , . : - � r � �_:� L .1 I - - I 11-1_ --�­ ­'; ' _. I _­ . I I --4 - - "­ - - __ ­­- _ +-- �_ __ , __- - . --_--,;---., , ­ I I * I � 1 I . . . 7 1 � . LD(if M -1 .- - I � � � I I � I : � I . . I � . . I I I . . ; I . � � I L . L . . i I L I . t I I . t . I I . . I � C.A- J te ward . � I L I L ­ . I . I i I . . . L L I - 2 B=.b S. � 1. - . I . - . I I . : : I I - . I I I I - I � I . - L ­ . . � �_ . I I . ; I m -. . . � i � � . . � . - . � I I . I I ; �t . . ; L . 4 � I I . - � I ; I I-, j ;L � i � � ' i I T I : -1 � ; b � k J ; � : L I j 1 , � � I I - I � - - .. I . I � I L . . . - 7 � I � L ! . � I - : + : i ; I . . ; I . L . . - - - ; - ; ­ -.�" - - I I .1 - L ; I . I I I L � I I : i a - L . ; - ; ' _� . I I I � I - k I � . I L I ! I I - I � � . I L i - I � L - - i I . I : ! . � , � � I I I . I 1 tI - _7 - . ; . I . I . I - . . I . I - ' � _ �_ I . L ,.-. � -_... 1. . . -_--_-Z,_-_ ' ­ -,___'_­ - __ I I � -,---, _ _ I I-.1-1 j-- �___ ,_ �-­ - :. I.- L.D. KING INC. .- .. ..L - - : : - . ­ ­­. I+ 1-1� 1.- , ; , �_ -1 'LL---­ ,1 __ I 11 1. ,'L - �,_,.L,_"_., �, , _1L- __ -, '! ­ ­­­. - 1.1---- 11 ---,-I,-- - __ -1 � ­ -L.�-IL"' ,� -,1- - -1- - . _I_11-­I 1. .. -1 I., ­ ­ 1--- .1.___ --.-_ __ 11 -- I ­ ­ I.f_ � " __ - - ­: I ­_L . -I -1 I -,-� � I .- � &­...1-1J.- ­___.__­._ ­I -­_­- - ­­ L 'L -L _ - � -, - - _1 - __ __,__;_ . -, '. - I- � _ _ _ 1, - ­ ___ ­ L - 1% "p- - _ _ _�_ 11- . , . � DRAWN 517 N. EUCLID AVENUE SHEET �J­�'; _)� . . , � � - ��­ K , ..,li7,;:,�,4 ,,�l ' ­�l :;�!,M�l D. Co"ins ONTARIO, CALIF. 714) 98 8-5 41)2 1 ; 2 ;'�: _ ,:�L (__'.."',�­ � _ _ C;�,,*�V t 9 _ p , , � .21�,_,_� -j�"IY L I I ,�' " , . . ,_�,"."!I JV '.L_'-f � I Z X t 'j, �'. ;� �"­(_ " zf, I / OF -,­�­9­1��, i_ �, - 11101:-�P,�l C,� I �i�, Fd . I ," A y.I. � :. I,( ili L - _,-�- ,��5-: �,i V-',j7�V,1:1� I . 11 I NAGER R.C.E.1 43 2 6 � DATE DRAWING NO. . I . CHECKED BRANCH MA � I � I I I I - . 0. 4 a us h lb7 �- - I I . I . Ad9;!;-*d. A�w LZ21_52!�aQ Z-103 :D . PR 'TCIENGMEEFIF R.C.E 31875 - I 0 J V, DAT E . . I I I L - I . � - I . , . k'. I I __ -__ I � " $ � , 0 -, * -, I t 6-�/� , .�, 'I 1,2�� ke__� ,TC1r.,V,ff' e OD ov-P�� 1 �1" 't j �O 4_1 i I I 1. I I I I C I I _�_ I , _: I 4 t _1 I " /___ I i I ` I t- I I I . I I I - L . � # ­ � . I . - � . . I - � 1, .. � I I I L I L - - L . I . I . .1 I L .. - L- .L . I � - . . I . I .. . . 1. � - � � i r 1 i"r - -- SNSpecio/Note - _,. . . . Ed is fo by rounded t this5tcpit) Ing ,cay�Sirect grade 1µQ .,. .-, - ___ �•._ _.....t. .-- "W;V61e--•-----t -------------. ._....Ibrioblt• -= --- ..._ __ -- 9 " A �) - - _ X I Junction Structure Ne t is to be we/ when O 0 N •ii greeter 11strn list B� \ t min � 1 I•" - 1 •'A to 3 Radius paved -.lreefz } :1 I ••'+ SKk Optnirg 1 •,I I S%dt 0 t t I ; __ N For d strect9 11" 6�" r • I sweoptRfR9 r K -•t , . �. >: t �� the I D of 0, a, 8 is peeler the. 24 inches S shall net totted •. 0, '&?it 1 I"" Basin 1 I I r , I , ( « J! inches I { Ba In sm y �•/ Far Ung ycd sil Its 15J • CF , , 1 1 I ' ,isI 1 I r I ( D I I r F 1 ;I '•} /_ .� _-Fr 2.4 �, . - s,,._--N-- _-N-- `�\ NOTE, No lin«e then ant spirri Itself be merle in one stclien •1 oA / 1 - _ ; ,>• � Sce Hole P) , -`I r y l _ - .; - 1 ; • 2 VolutEle-os o C • e we tnnwE r,o,ecl be / E rvo o g e e r - - - A n C I �/ ~N ��f\I C ^( ^ �•li{n �------ D _�-"} .fir ` • J Ele.al.e^'S o efsho.n .hen 'eq.,'e1 snreh..lNote '2 flow ZSIr6rp, `� -- - '{,1llCurbfitersf un(�'' - - - --- - —B� e-r o 1 / A „ ,'T - ..-KKKJJJ 3• 6• - .T 1 _ til-AI �' •f strueMt 4 areola r lirn�spsn•nies •►ei�fhrmrelnlra •serouo.I • 9P ' + s4-----� _ :�bin1.A / It ' I _ t ,e V . r `� U s+.ee,n Lin rl- Ar +rte rnhr-stra hI on it ors'etnoJt P• Ridge Line ;PoinfAl V Yorio�k \ t � �� �}, I \ LL � ��,: _� -0 -�HT--- Round Eir- r! VALUES o t L inches ears+ of In int•. J r p section tot ewrsi/e M IM Ifew well l_ Slrvi hl rrOde or set nD/r.r e -1 \ J - I - J- ----- - r alert the men lint pope welt e••', �� I A A • �D ; fe 3 R, , \ ', TABLE OF VA U S T R T Downstream imll- spur welldrllnsthe morn 1; pipe well el IA• / S ft �•/ ,•�, ' _ - ' r without dam0 in r • p'Ot fuller! Md __t , t , The n rain shell be rtclen ler, cwt norm 1 la .{ I �7 I L t'' -T - O f• < Q ' + , 12' 9" tinror n steel 1+ • pint in the main line SIt nok b' CASE A L _Sr• nets A' \ \ Rudivs'I.D.of S Y 1 \ t q c• l I pita J > r + I \' ' 't IS" ,� _ _.. . . r !'�- r`-r- �-x- --•� _ Cene;lh , �+ S" tells w;rnin The limit, or the concrete erecta, prev;dr . cencrNf _ ••r` v Credit., i Eie •�^3'Oe F �•f encasement one fool sherd the Iso el The mein lint pipe to the 1 •Specs/flip Where nO curb exlsls,cobs Shoff be �, ,r —L'— —C _ — +— -,/7�- — t-r $ J�s - r' ♦ 21 S' linin o1 Ina creole tee stso11 ►e tw+ •+ tenter •f e(rtnin• �••• _ice \ 24a— 5 S The transverse re,nlarcrmrnl In �+ r ' /"IPrd ! (i/ft `-� �,,/_r �;_r- All steel R.,nf.�/ - T �- L ::,� :., "►• •^e bent into sap and bottom stabs or sew. 1;»nstrvcled belwtcn ends o/'l ocol Orpressirtn Curb - Wound Otf) t- - _ V = R4 burs,4 0.C.J -- - >'-- — — �'--- w ',i .�..:_; • sly pt r_ section shall cotnit+rm to/hot oroortIrollrn Ogen �- ' " '_• O rye -1.-1 _.1_ _ ; 'E'�, �jV/ , _ ... `' .. _ f- , ♦ _ `Ti . t prat o be trod ed and • tesrd in tv J:S CO"t+M't nsnt, • J ',I' lir , _L� •'L �r -- :L -�r �`r. .�.Jl.�._ // I :'R .'.i I I • 1 27 m + i /tr Liwt _ t. ------------ 'e. ` Vf '•i 5 ! ►. f 5 6 me men ern %hell n n Ste Sptsrol Note -- . .. - --•t �fJ%J/ -_ " -' - - . L►--� 'D ,•r.- i I ' {a.• H.+.IIi �'•' 1 Oar rl nd'n r n lud,e n s •1 brte6ovt ISte Hate I 1 �• '• • f •.:-.'•'. ., �• r'•• I #� J-is J0" 6 e e q n ii a r 12 int a beyond Ina I m ► , C a Po/n/fl• t•, x, e• 000 I i' J3 6 41; end 1,on verset) a distance of H on each side of the contrrlrne of Wrrobk-- --�..-K •; fy� ►.� �Veriab/QL _ •'- ,•� r►l B y F-- --�'-- ---1 oZBabys D`� _1� N 'SECTION•C-C, i i I -.=G/pact J6 6 ripe 11, ria 0 0 or pipit ♦ ) i-C%vs minrmvm y D Mat when constrwcled II I t + Si* '�ng I s r A w� - 39' 7•, t in cor,rrin sled snort be ser 2 01 .n V• 1 + ' m DETAIL N P /11\ _ ' ' \ �'� •4-i"O C. Cradle me be om,llte on side Opposite lettrol 1 J. r 1 /herr D , l , r -ELEVATION SECTION D-D PLAN L NOTES ' - \ ► 11 tlo,ciogan w.In all beg rt 2 darn �f• ' ]T` MI pieced 14 intoes c+te. from --�- of•CV/'b' 1 Bo,t/n Y t �•F T ® ) ( H-MEic3NT le L Y t -+ ' -_-- - J r L.--� l _- itlfXFt not shown ShaFt not shown firs sac A•A ware pee h el •tow++ tskon tte.e gran ire r rm+v b•:e+et•s•td ' 1-- '' tete of caner It, vnte,s otherwise (hewn s _ _ _ wJCC NOtC lV1 did cher rl,r ve,„w or r. .�,,,n he r,ol ks• than+he m•nl•..u... •pn c•7rrd •b.,I +7,et II•e re- I e C and F bons the11 be cerri•d to a paint not less than J IillarJet from I IFr •a. Loco/0mressron,Th7 be Cbse�urt ass o/htrR•i.Tt,tpe�ehlfed(engent rbl risen. Street 9r de Manhole frame and Cover S„ter .bell be w,cd. ter lis fin sec C-CI see More r ;�, Penrod Ctr , ` PLAN cenle,li"e J• 'As 0 4 S inches L-LENGTH L nholl be a /tel ole, efts rwree lhr,w trn plan L n+oy It 3'R' ' - J•Min 1 Csoar+t ,1,lwg1A Shen be 3,000 psi •1 !• de7e ••ttpl •t Ntst.wiee Flo+;s SlrGr `�pu(rlCurb hexer} ,h'n/� ♦ b. f/tvof/ons of outer corners shown on antro! bn !/n1)a%cbl/ons orti s i - - rncrr•.rw er I.-#.- or <..e.•,hn a n1J�+.r Ee-etI P-re •n<.. 9 P per.'Tid, s� Plan No 2-D47L Y I I I netee S�c nete.l l3 VbrioD/e e• the outer edge or Loco/Cle,"ss•on sho/l con/brm to finished street surfbce N _�- I _ I t / 4 ' -'_-_ + 10 Floor of sr•uclvre shell be 11tH-+rowftel lis Srieq fine Sero ht6r f>r Bi line ;/biglM C Slokesshal! stf Jogrndeo/any Itre ro/1eyDr►dohony Ther%dgt/ins fouler . M-4MAFT 4p-b.-no r see cc wad pet it N wl•Cn ettpefi M Pror•1 sf•-eet _ I 11 When Jvoclion Struclurt No 2 is tptcilrtf with rtinla[t/ me*otiMit «pts I tope orocluol deprrsstd ori 1, Stokes of poin1S M and N shot bee spl j-dGetvoni2er� o E ���,� +^ top e► box Is Irw•�� t .ro� hr p. rd a•arra er Y_e for wnpevrd h r'_-�%'�_____►' SJr>,1 hl GrodtOrStt nCte%'- ."`�^ r4, ,Reinforcing Sleet dart+, e,o,n. value D shah refer to lht clear %pen or the arch • -� __� ono stral.7h►grade between lops ofend heoders(irono verlicvleurve w Z - S1CC1 SfCn3, �A'] P-DEPTH P <••.,ry +w rw4,,.d s.en r*Fel,le lir_t of 6' when la err values of D MAIN LINF. STORM pRA1H ,_ Rerntorcinl sleet snow be Cut one besot into Jwnclien S+,uNvrt m the some t_ `; - I7 v!r lvotrl,e rcrf,ee if (in Nc. _-G) to s'-e• or less. R C Pr I __ -_-t Tit bait , smnote*6 ,' L? ser nole 1'). These stokes shall not Or nemnvtd until just beJ2+n sett ' a- 11” to IS O.C. !„� 1 s>r o• rein+a.cee --- / man••. or for pipe Concrete creole vender ,rrnle.cee menetrtn c trach is s _ ,.• -� .. .s,.. T-T l,iJ,all ve >4• for volr,es ort up re rt„d includ tn7•tees. , 13-IB"0 C. -------- ® CASE B D .lbtnoM�_ flnol/'/nishing. 1_ V p �1� ``hi ; '9 ? '--• r Monolithic arch ) 1 __1 not r• w red ._____ • S _• T shell iw 10' ter rnl11c• WH ol," a (Lel. _ q S r•4!e1Cf UnitssOlhtrrriSeSpt!Citttd AK'S/kIVR�'SSOfhtr7erStSptt'i/`M'�J .v =^� ' ;:. '��-' \ _ • ' S' + ti o .'. •Al2 Were Eltvolion "R"a-e Etrvelien'S"e.e not snp:n sn pretecl being, :n+tl A 3'O" T wtwle Precwre Manhole hblts specllpd on plant see Sld Ill2-DZ10 note 3 � U , --Tie ►els Min" r'•-,�r 1 ---T. I p'De shall colt, main Pint rod;olly When ­lei 0-pt Colt•% me,n tree olho, then 6 F 36 RCP v p 1-sTEP1 shalt be 'r el qolep n;tesi MSel end anchored not less Ikon 6, r)v0 ;� d _ •3 0 C ; r .-' radially, Elevotion "S”snnll be sna.n o•o,et1 -Ings, arta+neat tno11 //• 4/nC/!ts ,/n/r'ss elberw,Je ,I)R7RIvrt f7rt tilt �AOr ! C V ,; .?'+� +.+ IIIrh. •ears. eI rgr„Crlrt• t+;tey2 dherw,rr el.o n, alep• nhwn bo •pored lir TO ,se( - . I'/r \ ' De foie o^ a stroi nl grope from Elevolio^"S'to tolcn bm•n or g,oet byres • g e/p sets. _ C O ILFII) L O - 1_- •.' The bwr,t 1c •Loll be not n, than 1 /cot 4t.e a lir a led a et•lde of rnnnr•n1e Fi.wr «1 1 r P,ovnd r y' 1 r Q. c'f _-_ Q 9 6 b - t; -.. + , .t boas l Dors a m I•nt Elevoron R"soon be sno.n on o t-•-----Ser sprtto/Afbfe-------� a Pornfs A and B she//be serf v/ #,Itches be%rt er/s1m9 �)o a - h T' sa-�g :T S9a Sro li 'Z-b9t, %ring lin.- r Edsat , Project d•e.rngl only worn awe it to f r t r I. be provided ,n mo,n hne to, 1.1we coost,vchon of •ole+ ,pe ul/Cr redfr Q.,>r,r:•" ; ll 2-h• J000 psi •f 28 deli .• _1 t �- -Io 1 of r•-'••-4- -C--- • 3-0,. ;1 lam, 3 "•:: E , T - ------- " T + ' ' rElev_R Ll. SWkEws w+r+ri.e on dMosk . oev'1' d stir in►s.sec+uln c.•+er Iir'wa r •, I Side l + • ', ' r fpr crel details governing theconstrueliorl orlhis Lows Depression on t --•�-•� vs-�vIN -0111 N6 STC L rile all tae Irrr 2-0171, sfrei4h Mrs 11"clear fres• �. • 1 t r .lir be•, �� • of n.•4, sea acrd Nlrois, •octal Mel et•llens Iv coach IF in ctrrw••c+or I r /?_h I l.- A I I•-/2 s qT •��.. 4 S X2 ;-,; .T �'�rl: c. .r co•,cr--e�<c. _ ! , ' .tI ' .7 .1"OC d ilsie4 wall el struck" + t I 1 Uptning 1 1 rrrlicol curet shown ongtnerol phos. _ --_ _ �� i _.._. 3' rod 1:3:5 c lfv S r hr» r.Prr PI �caf • , V ' /• JL_- 1 r I ' ,4- TI eF rnenhe s e{, of eer+lrr line eF eft P.lev /:ane • ��' • �s------I-- _ f11�P0I'CVrb ' i 1 t)O•Sln �� 1'F 1_' '•'� R 3TC N le e•.•• .n Plan epplr its r� ConcrHt-_ \ - QI4. U•. Tronsi6" Structure No. 3. Std. Owl ! O+M, vrhgw A.C.Pipe is _-,r_- •_ r" 1 I = 1 �,' o-e d O er hon t and •ehr N rM elwn4 ' • ! { •---_ - -C__--- T•, } 3-6,. :T. Q 1 T :� Ger.er lir ed irwerl rade Ina. se• n e L '�-: e• •• •� . L 1 4-+) f.• sh'ry' I.< hole a we lar malnlint. ' + O Z +I t 1 i S-PLOc)R "­hole •hall ba eFrel-Irowrled. t .• �trw •% r ii Huund e ince , s`l.- 1 l t 1--..J • •. •'• F LOS ANGELES COUNT V `• fTrp'rUrb '7 - REr[RENC[f R[Vts10N[ LOS ANGELES :OUNTY 4' s I 6-RINc;S, reAr'rer and Dire Er eceeeo dan shall be treated in me-far and "tally • .• flow SIrC[ T q - Slr�r. flow crhhnt� � r: �Ir, U I t +.d or wr , mors, d..9r. FLOOD CONTROL DISTRICT _►r rL fOCe� =` .. •.n .rrc..,,e. FLOOD CONTROL ')[STRICT •". r Y`1) t , i � - •1B' Slr._(lr ;`lir, b(7ridCid '- -- +� ,+ ' ' 1 �- , - s1 1 R[r[n[NCrs RKVIIIOP46 LOS ANGELES COUNTY R7 L/IK'•' ,♦ w 1• ;P 11!: CA,•+J +••r Z • I, �, •1 _ ._ _ •.n •r.enrJro. \ ,. i r .: 1. N 8' V \ T V e r_,;.,i r,., N M•J'e•Ab f' s s I ♦1T- 1 1 -1-315 Concrete •• S' � i'^` o LOCAL DEPRESSION N0.2 4 .- - _ act- FLOOD CONTROL DISTRICT JUNCTION STRUCTURE 11.10 of Acr.cd Overt , , .. . SECTION M-M und;awrbe. f..Its' hl6rodeorstenotst• _� . rf/Ps3 *Wed%/Orone FOR SIDE OPENING �•; �',t �""d r cE' » ,� -T'= Esc% N7Te•4' MANHOLE NO. l • j L� cA.npwd4'ro'w CATCH BASINS Cd9r,+ _ E 1 rode;poln}., iy` I - .feent�lt 6' ibinlN;' D '•�Poi„IN 1\ Sett►olc'b' ° )'11 tr '';'„r.�°'' e.•' r;' c c '" t"�'1"-- _ _J PLAN, SECTION AND REVISIONS - -- CASE C - _. ,� = _ _ - - j E N0. 2 " 11•I rl :ww.o,w Ax M•R• •Ir.e+U• p • •• '- • • },q ee r,ere. A. . ., T 1 3c 3l' LOptif7rlfal bottom DETAIL t' re / -Dee '•t SEC O .r.wn....r -- - ».��.�,r.. N.r.?and SECTION Z-Z S�'r yam, I . .:o , SECTION B B p, a 0. a/dcd NeI• , rte.� NU/ 1:1.-f - ' oe t: �� Zlnfrf •bwfion \ - c. ueC✓._ _ _- ,...".. - l 1 TH/S D,PAW/NG 3UPFVSEDFf two • east i r+r.i al.•..e.-c•Ld«rrw, »•`e. - "f - - L.A. 1. F. C O. STD. ��'i�G. ?-pg8 SECTION A-A e `°pP'" ° this r nt QF rNf S.Uff NO, DATED /-7-39 - - a-r•7s "� -p1p2 I _i DWG.o. z 1)112 AA /r•/dr A••to +sett ,• L. 4 C. G., O JTAO 40W6- 2 -L�/O� 1//-7 kri.rdMhA ��.,, SuPERS£DES DRAwt1fG OF TI+E SAME Nt)M•JfR DATED MAY.1939 No,,, rae.,yK .loser r sr• , L,A. C. F. O. STD. DWG, 1-O//Z NOTC�' NOTES � Man•.,, /..-.rt...r, I w 1 - ------- ----- srr..es,...� I., P4. 1- --*----- �r-- -,nate Manhole ------------ 1---1 NOTES f D, f 1- tABLfof►t7h/p1/Dr7•orrOrfthi3 bn a.._._ 11e / ViYf.FS4•.A,B,C,QCJ;, F/a.wrienR,.ndEA►w/ewrSarrriA.w..e.r/At/•tin. , I ,r. Alternate MOr1h01• , 1 V.w.__-___-J.t ♦•.Q• P fir•w•. ,per.. r^ `_,. TAVLC dw/,,,, f'c, I-e,-d Thern%,,. t I r-Ij locations per Dwq. No. 2-1)157-_ A I t I , I N-------••I t-CEN rCR Of"MANNfa[fS/IArTsholl be Aacol�.d avCr'centPr'hne of3l'blr'/r1 --- J Corttr.rr rine•M,r•y,.r, I r'-� 1 , 1 -__- I t�pN)tECTOR PpF' t ,•�s to be ran+ebd >'''�� I -- M •r,•rr ww.t- Z-LATEf2/1LS- /f/e/crob •n/r,en .1 IA ,.Awe f✓rn-oA1�4,K[ta+J•JII r/.s.'//r.Irtrns e,r + t srJ rr.w+v. s-•n r t i drain when dronrFter D, 0 48'or'less.lin which cc-,ie ploce f bora 3Lfr"- + - -"''•• ' r �.✓r...,mb Dowel'___ -� t locale pipe of the downstream end of the bosh vnfess 1 ,� oiAr rKd,vi /Ar afro//. M/rro/. / - til , �--- DOwlt per Oeloll b 3•/�7d/VS r-- 1 1 _ 'OPt101s71O[/f$1C� •t C!a 0 ,7-CeW7r)p ,,f, -o s,v1 JNA/T JAo//bJ/ere/cdwetouts/rtedSAr,..M•.,r-Ar+D. n [4­1­1 spectlicoll noted otherwise on lhr intent Ion I Vt rnetr•re01/ OrOVndJ•t,l7t'Y01d'S•withcEnlerMnpOnl'/o•rvt✓bar'si - I ,Nle•y rfi- - - 1' -��'!, Y q P .a E� -- _ - '-L 1 - r 1bC�E0/C'Dr,CrC�f!! � V• }d'e�/�rlMwhKAQ,.rr/l�%T[IIEM•n,lir..v..eG,r.+•�e,Jv.-A•A.,/.cf'w•rArw+.«•/'+r I I 1/� �'\I Pipe shag be trimmed to the`Ilnol sl+aDe and length 3.�w.r ��,,T ' ,• OfTA/L +vr� wlren_de/7/hasn't(Inhofe/1'1DrrY3lri^p19rVf�fDto/JorbAlr •. ?• A►iwr..r r-R'1—AA A. •`Ir-ib I•- _ ' I J , -y,' � .rN o/ ,.ro.�/So.4 nr>ynr.•.rrv.Jxr/a/e/•/tattoo+r+//./ .bu/nnyfhm9...r � before the placement of the comae+•. '�. •~� _ � I •n: •d, If bora isfesl than t'40� thl-'povedJlreefor3'-6'/br 'moved 3isrepf,cOn3truct i�+,•••r t - -- ----_i .. J:•- •• good !..•. _._ ••.� '-- -_= /embon a/-,,a,, /M O/}re•edAy,lM O,r/..r F p:.xv, 1 �5� l \ ' 7• •'"' r I a`�`T ^"r` S-DErAlt M when drrp//r e/ehJnhe/r IFom J/v.r/•,•r r/tsar., /r,a N.r„ ?Mr is,soul I IYP. f-.7--4 1 2.COPICRE� AA �f' \ I � I•Poly"•I D otr pur!OV' 3'0.1Or19 monolithic SFxsf t ot/wr AP1v%I M Shaft fa or dap tits or'rrar)rlole mor M.terra/,lir i I lir„/J e, -6'r{f••r.. ..vf lir„ w / •.o//nr ho/l eo rD•Io// M. I T-- -`- Design, 4 • 3,000psi compressive strength at 28 ears. L' •'�'-0 moximy ••! i - beCYYtJ/ruc1Cdo-,per QPtoll M WhendKDnff'ler D, r3 Ali hfJSC 4r I.• lin is AZ l ?4 AN J/ J A.- J/ hrJ+,v/ r rrw• ,ow, I _I 3 d✓tx ' d 8 11on --J SECTION G-l: (A,;js,e,Ytw,e,n•Nr,..,1 Conrlrreriendahs/(.rpr•OrloriMArre• arprAo/mo+re/ra nn.enel. 1 r-- I �•_r I I Floor of Ibe bosh sh011 slOpr Iron otl walls to +he 9 p 'yy f L % 1 3'oc alit ooHY bars of Jho(y maybe loco ted os per note t .V,n I., , l 'E'er"••.., ce r rP .rya WA.n AomrhrQ+a,N'e^Ara.+ crnlrr d sMfl✓ata//b./,v.inial e.r/Volt J. ' q D / C , 4 7111CKAT35 Or DOCK Ypoll K7r•f/w/r•n rt p1I,Ory Ibprnr'**IP.1t'!pita?7pof, a••., o,wrrA..er 3 is. err oris outlet end shall be seen a flees-troweled surface 3"a.0 _ _ rx:Ary lir-err ^!f '• R r�JrGAih ,Wrriv S S•14F/NlT7A�/NG STC£L aha//hr ,vr 2-D 171 ,J/nerd/bone,// C/rar isle<n ober of - }a'�"'-� - --a-_ _ 1 but holm it / t n /l r / /xry lir / ,:rata.. I ---t - s o ,e tell ha falx a ro /br f an tt n -- a � „ � 2_ finish, , 6 oc binJA•iee�+ofge PLAN vet 3 n 3 0 r , 1 a �n l .r td u'e r nA-r I _T.: �J,-• C'- I l.. Y",,,,,v .. /f'1 IJ.. C'or K<r/t Vl.bl a/ro.,.n•IAMwq� Tru M,r•Ad/I•r 1,•nA Jr �_I roe bar' -_ _ -___ _—_-L pf rr)<'7nf)Ole p �. - Curvature Or the sill and the side walls sl Me gutter i• �� tars., A n. .'♦♦' "r -'' rvA.• e,c/e„ /rt/,rnr',,t eriAx,/lir on */on _6 __ -- I <- QI (Rin9J and corer not shown) b pE1Nr( C INC ST[CL b be per,2 0171 l clear 17nm lbreof concrrle air• • ,+ e.""►lir+.+ .r...,,�a A./. . 1,<<,�•, vlv +47- MRr1)AfrNr•P, sMl/br S'Ib'D 3F"a/r33 Dnd E'IA+ D r*Tr 96' Dowel--- --,I - _ vowel opening shall be formed b curved terms. I , 8 l ''tie bpi -Y'.•�r-C.•Y•.: ._�n - I. ..p,.»r.•,.err �oL.i.•_ �: •'I f .• I i A.nr r•., t r _ + 1 �-s- q Y I ' , 3/reetgrtxle-• Concrete rings t/rrk'S9 Strewn OlhsCrwr3e t , r 0 p-JT£PJ Jhe//Art"reunl a lo�•rna',ertr/e.Aa,.r/,onrd,00r Aeu then Drar•A•. ;7/At {{���' _,l Surface of all exposed concrete shall conform in grade, fi i'�;'1 ren, r./h✓rrraKry t( 4„n/Aerr.,rr.�r r tAt./.x .A.e/ierro"ro/S'^CA77w n 2 All -Anchor I I r (�YtitMr3llEp .5'rl-Ren seas 7r Ott 6 STfpSSlKlllbC •Y nDurrd.gots27niredstrefordanchorrdnotAP3.7 Anchor---- I h� / slope, color, and llnlfA to the etlftlnq, or .�__Q[- -_-•,fa in 3f/he t3 -'" rpt K•d5fr\°Cf3 11 6 Kron 6'inchr5 in the t+,li o/Jtruclvry Uri J.7 offierwr,7e shown •'r' [ I .t: Oe•„r bwrr/JMp Jhe/!M no/,+.e,.tMn 1lrr/oAov. IM .nl•err�'la (,M(�C'�9Ci. II Y M I Y It - �,,,,,,./ _,'-.. .._ . �1 �/ O-f7M:Jf!£LK C/R ANOP/!1`fi. errerr,rhe// rhe//br aterrvl lin/:1 nvr r.+er%r e.d - - - propOsrd,rurD and walk adjacent to the basin, r ”' �. -- _ �I�' PLAN H bor ­11--_ , i z;- tq i rvr Un/x�✓cd 31rs l6' 15' /hr 3pnciny shall he /4"r1,r 15 a iiThw/bo+rrsf Jhop yarlrnf be in"tion \� I ,� •,,,),'; nw,/Aypr:n/rd o...,,,ea ,r;,.at oho/i. a+-T �-j-«- 3 REwFORCEMENT: ( Sro Dwq No 2-0171 ) (5hor"not,Yrown �l� fads/rteph = _ 2' 6'(7 love the irnr_rf'gee Shf Ow 2-0 96 ri' A Der, U .Cur ) pa I 4' 6 6 '_H txrr G 1 K 3 Rodlus� lo, Slab- No. 3 a No 4 bars spaced as required m the Z ' - - --- _ _ -- -�_ — 7'1br vspvcdJfreeb/ L'. s 7• R1N65,RCDUCCRANOPUT foroccr3s 3hofY3/,r71/693eah�inmcir-fbr 1.� '•4 Wacboth a� rlbbt -- --�- — r- --- --- - 1- Structural Plan. r1f17nhsole/bmt•tr>U E,- T Yarroble — ` y //f20U+7 dn.e,+Acvt odor/Or tilt//rv.++ad re /.ere. =� - --1- - 11-- --i' '- ---- serCet�1'�,� p, �'� `'- f bdr3 or?d rwk7ti�y/pointed Or wr/,?r�in3+t�e the,3haf t. r,„�„� urrd when a re X111 more {°''""�•'9 4 ROd1us `-Anchor per I ` Walls and Floor-As required by Sid Ding. No. 2-0112. •' Hunt_;PJonAb P-OW 47P © I. _ "i '•' ' + /2 dDOYo/ern✓r+F,rrK/sn ,,...Jho//byre•.Nen wx r,v./„rueew err+Aen,err7vl FLOW n _�U I ` 4"Radius _ 1; 8' 3rTArION5OF rrx7rrholeJ3hr»vnon Ion / ot(fnlYrnfslr7f t: f pwg. No. 2-0232 1 4.�NSIONS: d'Oa1V J1EYt _ r-ConCnefp tinge and �_ r - ✓bOr3 s•' '1 An-oc both fbbr, '' -+--•�•: thn(O r0^a/rwLa,Jta.•,!e//M♦swrfrvr,her wdh o/rs•rtcdKw•l,4)rwas, /J Reint per 3' Radius 6o "• r n,dtrJ. Curb face of catch basin opening lllC.F.tHI shall sleds - td•• SECTION N•MP•O �uscdwr n!}r,Robacr '"` 1 P pwg No.2D232 A rlEducer,PbnAb7OA�T s' FLCOPorrtonholeslx)hve5ril-frowefeofto-S r'� + /rtrr' /,S• L[h/1Ti0/V':S•'o •hrae/ in•id• srtr/( ./ itrue/s.'tr, brasrequired by Sid Dwgs Nos. 2-1)88,2-1)413 or _ t , -- r - t+dges - f -- p 9� fav eciedar R470 . $ 14-�' 3000 st of days. ,lir-E Std.OW9 t + t f 3- 4J ►.rr,J••R-M.),)•Rt riw/..w ('.L'i/,IL M t` P _J' as shown on the general pion. 3'•0' ►•-Mrn+mum 2''10}•wiM In 1b 3•R I�'BOD✓ofmon/rolg3/,(:•Nbe pnur�e'dmonecarlrnwv3opervtror), v ♦ •e,rr•bwe/Aero a-,r lir•ol or, rdfe /J«,•.r. sJ •l5.Hfllnp PMttr/r* Manhole No. 7 I_".nr or c�roa MO �——� Catch Dosins (or W•10 feel or more shell here a 'V' 2_0� - - -� ' t1► ofm..A,r. yr r T ) + pps2dJlnPelJ , _ eXCe tthotocor>,atr•(KtR�rt rntwilho /tUdrnO/ke wV m /s speei/led on p/ons sap SO. _ .. � --�-; TOP SLAB — STRUCTURAL PLAN depth at the upfl,rom end equal 1e the curb lace of ' 0 / p � y y or A R1.I h R•)' i S' I _+ l Minimum 3'6"with be placed of she sprvng/rp!rr>P '6,r dTt g'/.}..e/ //r/ 1A., ' r_ Dwp 2-D2/O n0/I J. J ( r I_ !1 _ 1 the catch basin plus 12 Inc hrs,�but in no cafe tho11 t ~J� f DA a-7_ •{'.. the slope of the floor exceed 3 1 3•�2-R s Z t unpamd.5treeh. f It- L NGrH L ANO CM[ff. ft-kr pshall hoot the tahfowing m7lue3 J:t�+•r. A t� v +i�; F •i�r1 � _e,,,•y,pdr,,,,,,,�,�,4,a, 1 7�'. e• r t tl W• 14'-0": ondb•J-2-,v^le,+ othe.w:se shown. � �, _I/ - _ SP.eNotE3 4� l/nleJ3otherwrJeJhOCs'rTpnplOn �4� \e a �rr•✓1_:'�.' Iw e, Axl e 0 _ >+'_, .•i' . I ¢' Ir' ,Slot Frame and COvK 4 - DETAIL NI • I' / C/b•S r l- -- Y��, i+• A•e.+rr/ + 3r 01 or' .sl 1 I per pwq No 2 0156 V- 4'-0", unless otherwise shown, log. d' "�;L: "L bort for Ot-96'or Ar55, J. S {",P-5' tAE ''`.tabs 3!' +' _Jc'_ •' IMM >�' Radius.: ` ' ' r-Foee Plate and pPtn l TABLE OF BAR__slzcs sr' §I,' _ r)' "•!'" p:' ® t Anchor- -N i"� r • 6' If V•4'-0" or Its,. s , (See Nofe 31 D omr96', 1•6'0', pod' -Y-�rr a. r '• gbund �'rte Dor t =R 5eeffeetrle/i . 1 .r Per Dw No 2 023 pt , tr -tet' . D e• 8 ASP Barr D..F 6r,. 60; !Y ��- --:fit.:; ."`3 or bars Nq'd ' s ,l I r q 1 8"if V•4'- I" 10 f!'-0". ll. ♦ ' Y, �T , ! n•Arn !lip a n.+!Ar.c/ -'i - - - --- ----- E' 10- J i - - r %, ' r 'r)j f C J dors t may be inarosed or loco fan o/monha#e JhilYrd to meet prf1P erTds. �.•I~•-••x �� �, !` 12'-3!' •St 3" •as 6' c�• �, -..• : ° ] ' t-- ---- I 1 • 1o' Ir v• 9•. ,"er mora. _ b R - TABLE OF VALUES FOR'F WhenL r(Y)ter tthan fVfJtlowrloh-rE i3J irre+d,O bor,73ho11 tW r a..._►t ' - - — - - ' ,S e' --- , - ---------T ri ir�lirls 9 P� 2 \ 1`�_ 4r•ar •seg •Ss 6 a9' q _[t . . f •--- =-----------t t , 8 , . _-3 ng n . . t I . t c . ", I' "oe- S.STEPS (Std Dug No 2-096) _ 3p o F D F --; -- - - !t' _ e'- Y �:•)-�} x, ,Street or I --• Mletelomfion CIontinued.6"oc oflir Aw •-0, !0'•1��' i 1]' •5 6 e' fie' II N' J• -a' I NI E ' Ai +' e V 10 3' 0"(incl.) plate one seep 12 Inches obese one J_ t Q' D ©ARS 3hC71/he•a Ill D 39'ar Ae33, •J Ibe D dT b e4'inc/tr3ht �I" , L.O.surloee I 1 1 lir• p ,t w' J.' F' T I 'w� Dowel 1 11, I a 4 l 1 i opp/iel0s' poir)f t• t' t1 rlh -sr- 10. sr • , I I'' Moor of the bosh. I IZ F • , ,d dn• : ;r,t c t'-��-- I —I a7-. - e and 6 for Ot•90•onover he bar-5 Shoff be 3 bora. / l `� Ip's{�.+.::-•.'. :...i::. 1•_ �; O• }- •""�- `r } V over 3'-0" . Diane steps of 12 inch Inferre+s Irom the - d f8bc both 1b d1' 90' iJ rot r3 y. •r' re I - 1 L3 /” •3000 3 i o t 18 ph s P -- -` -' t l y n.:. {� + I ro K _N'_ _ro(( 1__ T Dowel-' 1 Noor of me bosh with tt,e to sleD of 12 Incl+es(minimum! be used wt►en U r3 45 _9_6 id c p y E7I- L ll 1 a •� -a,Jrr,,.. P lir . 16*! •• _'iili Int 1 `' Protection Bar and D t / - aa M-Cen/rrhneofir„hf r to infil f intilbil oceOF(orrYeot i_�.', lY�(- 1 F rl'_i fr' n" tri �" 4� --AAL- -Step Per 0•+q. No. L I Support Bolt per I below the top surloce of the top slob. SECTION A- w. 60'orover G• C / Pe' r-lirT J� / t .�A•e �, , , f '_ 1 I F - , + Dwq No. 2-D 175 I 5r' lOB' 16 1%rte un/eJ5 Otherwise Shown - 1- l 77 I 2-096 and Note 3 -- - - )• / i w �' " F DOWEL l its - and 2-D 232 , LOS ANGELES COUNTY ,• Ar-*-eat/eve1 5r' 9' Il4' IG Q /S Where Pressure N.onhoh nb.2is s/r•ce%ad ore r7h7ns s+!e Std Or.q 2-D�/O >I FLOOD CONTROL DISTRICT t bar•-•, �+ _ DETAIL 0 D eel I 1 ) --! ., I __ fee hblp.a 51' 9 - 1Z 17' nose J. J ;�� ,`' _ _ SUPERS N0. 2-1)103 --- a �- I 'i R[r[R[NC[[ R[VUIONIS LOS ANGELES COUNTY to I b _1 `s_ - I 60' 1ZG' I1' r �-I-f 1 ` , - ;ANern0lecOnnetllons ,� SUPERSEDES OWG • ! ::•�. y j� I 2-pig}. •... ...<.,.•inn FLOOD CONTROL DISTRICT - ^''1O�- CATCH BASIN NO. 3 �-- 1. --1- 63 la !�a �� �y I ', per Dwq No. 2.1)224 , " 'J .'' :� l .[Z REFERENCEf REVISIONS LOS ANGELES COUNTY -`--yl t I ���.II t 2-U 107 a Ac, CI,AI r,C o Mix —�- 1 ` * ♦ ,; -+ , . • Yrs 1.5 1" Yl�(L NO. a 3'Roe;vs , , I PLAN , SECTION, �T"0 rJ•` ; '� �6�- l� 2 1)107 • •••• ••• -'••e- FLOOD CONTROL DISTRICT } r. - 2_D 171 ` MANHOLE NO. 4 Supersedes draw/ng of the some number -� start +o ov++t+ r t , r , ft.A;.f sl.D.•/,l,.v,, amu_ a 12-�? REvr5E0 Irom on directions-, •` t AND DETAILS ' P-i ' f•4: ,j'_d' T.0 �; 7 i!` - Z1017t • 8.33 Peyt.vd t= __� I A e f..:+— of.tit z-D 2 it o I-3i doted Aug. 50 I Ci r-- B ?�11/8 f o t7 JJ C%ri ell d;+rd rf MANHOLE NO. 2 -- _I �1_ 1� w. 6.g3 PLAN. SECTION, AND .._... __ ' l • LONGiTUD1NAL r' z'D 9C " �, T REVISIONS ed itiote PLAN. AND ! Strlion SECTION • t Y•047t ro=y ,�N�1ifE�0 ! DETAIL "A.SH .., e,.. ,..,o« r-- • for --- ------�� .<»_. -' •�• i I ' - --1- 202fOw w 17.54 AAd Anote DETAIL ft f DIieF. , r rT n. .�r REV,�,GIJS • In75Y+ 1F',�yl�lrh^yEsp •.arae .. C Pse%!�� '� t. .�, ,,,,.,01.<"hM • e' a'.- • •.l 1. tot _6__l .fe�, _ _A�c</. _rii/C.t..... `�- ' t __ sem` a / D47 l/9 SrepSpacin err. ,.... _ • _ f i i w _�'-p �7 r�-_ f t{IJ�Y <.� ,. ./ - _p ,1 Ar rHnro __ ' •' __-____--- .... - _ _ 1__-_- - �,,�L, A, 1 7 f If o.ra..2 wr.,nvso:. - Gr VVV painrJ g _PLAN �1 .f-//. Ahern torr i srD A. 7••e +vC Ie,11r ;.�N..M i _J- , J y ,C) Q/t'v`✓, s Jr Jo q pYISee Note 6 !� f s At / f/C I_ _ < _ oATr „e 2.p113 sue rade a IIOn01-' -'i /J1 i swA` ,/. 11- -7 ocln -__ wG.J.P. ._..... SECTION A-A - :,�," — eCALr DAT[ DWG. NO. 2-D 16 3" ' $EOT ION B'B avert r y ono r+o. 194 •C W.N. NONE 515 '68 sr,ett l or } - _ • 1T57 •+.e[r or T WG. 1-O/G3 L.A• C �•C.4 , STp 1)4"45. 1- O/8� L. A.CF. CD SOD NO Te THE ABOVE' STANDARDS RI.5RZ• THE MOST CZ1RRENT .4Y,4/L ABLE' AT THiE DATE Of APPROVAL,. /T /S Tf-tf•E RESPON,S/BSL/TY Of7hZ" DESCRIPTION OF REVISION DATE APPROVED CON WCTOR TO V THF TAND dRE E MOST T ER�fr THAT SF s Alias T� C RR A V / E O T/ V ,ENT ,4 L,4BLE' AT Th/E T/M f CDNST/PGZ'' ON CITY OF RANCHO CUCAMONGA DETAIL SHEET ARROW ROUTE STORM DRAIN MASTER PLAN LINE SC APPROVED BY DATE CITY ENGINEER R,CE. 2 889 DESIGN L nG RECOMMENDED C.fl Sfew�/r1 Bli S. L.D. KING INC. DRAWN 517 N. EUCLID AVENUE SHEET K-.f? Treiber- ONTARIO, CALIF, (714) 988-549 0—OF CHECKED BRA N1.1:14A r R r 14726 ��Tt DRAW'NG NO. /Z S 10 O G.Lough/i� PROJ- T ENGINE k R.C.E. 31875 '3/TF `� 3 -D For ashes set Standard Clearance between lop of sewer Catch Basin plans .• r Ver+es to suit pipe and steel reinforcement rt of east H Invert Of Pretest Pepe- -s _ _ /Plein of reinforced e , ,, candMo's shall be a minimum of 1 1/2" 71 plots Storm Drain r-/•• concrete pipe or C.M.P. Main Line ;� r /ij I N(/ C J __�- r-----------�to -- 0, _ 1 Catc 'J h basin ffeer I -IZ_-_ Bars POW a0of+tn -': r.L I /8 /0 J� -J-' min. See Nett 4 0 - - #4 Bars 18 C undisturbed earth-� .°. �. A ( Plain or reinlerctd t A..° 0 A. 24"' /.0' 6' / �� '� COtI'a► 1S requ+i>sd where the change M g T - - See Note 7 Set Note 1- '�.6 cont. pipe or C.M.P. °" A I ,e r ...,sem _- 5 Bora. Terminale y i 3f$ /5T 6 0/0 ft. per fool. elrct°CdS v / • 7-r �� w, e ;•,:.,;, s A- /': C.I.P. San. Sewer :'from end of cone - 1 I . _ .• _ war- • -�� ^` > 'J erLenlOorm1ers om ed wiM / _ PLAN n .: an�t":,: �� __� Lot Steel, �� . ,,ic *_' 6A ' -�. I 48 /.5 /O ' 2. Where pipes of diff %dn O Cov►Crtcle + I ``/ V - ►-� •-� eve : CkOr 45 °• w •q ,�A,/ C �M In. 57/r /5� /0'/ J_� t -QQ 420-e-toxo ' ' of sewer: rr . eeddfnq o1 1 �1 B }"min. - cant. encasement .Connector pipe A B 6 SECTION C-C 60�r /.7S /l Co/%% ( and T Stroh be those of the larger pipe. oro, or Ot inlet pipe------ b. 'T In.. ` (: �: CASE M -� Mf)%CheVer is greater. BadlfiMQ [ •''�. Elev. S. ,q See Note 4 `+�, i r. 66 1.-5 420-C-2000 SECTION A-A with •,•e••.•,,. 4•INin.�t *•- { ,•1 ill Where C1MrOmte between bOitom 01 Plecost Pipe Storm prom end top d w concrete or e• see Hole 3 i , Csest't"invite ; sanitary sewer Is less than 6 Inches. Sanitary sewer shall be C.1.P . ,3 For pipe +brger thou 66 O specW Cdlor*foil is req*ltd 1__-►-. CASE I [emoeef sell to '� �` # - ,:;f;; unless otherwise specified. • •'!'; For ewistlmg olid new sewers less than 15 Inches In dlamefer whet@ 10�- ••.' 4 For pipe sire net hsled use next site btrger rtinlive density ,� , - •• •- reffuirtd b f' [ '° o' ' v� c ��0.�. e1o°ronce between bottom of Cost In Place Storm Drain opd top fir y r CASE 2 T+1 ' :Sto.D lir° of Son. Sewer Is less than 6 Inches, and where Ohs sewer Is L6' r,S, Q'77i1 rein/Oi'C/i7g on pipes 24 and less M7 di0?fefer 0/7d O/1 Oh specifications-' Pipe bedding_` •, I / .•'. • D. Is approximately W right angles to the Storm Drain. {� Note' AN comtsetor pfrr@s (within The angles specified for Case 2) [vI SECTION 8-8 SY"- of About 4 M pope Orel Undistvrbtd ln.th'•'-'�'//�� ///.�� shall be encased when laid within Int main tine eRcovotee _1 s where /e r4 is /eSS l/1pJ7 /�� STM sanitary tower shall be C,LP, unless otherwise speelflee. [ 412 6. Where reinforcing is regfnred the diameter of the CirCT/f7r lies Irene h, or when laid on lilt which has not been densilied Se er SECTION 8-8 SECTION shall be O+(2x wall thickness)t 8!� NOTES: CASE I AND CASE 2 I 420 -C-e'ro0 Concrete CASE I CASE 3-SADDLE CONNECTION Clear"" between hip d .ewer pipe and 1 Typ� 1 '�i y l ✓ - 7. When 01 is equal to or less thou Qv, pin inverts and when a Mein Line I. Angle A shall be between 45•degrees end 90 degrees end NOTES: CASE 3 steel relnforeemenT shall be o minimum invert of east M I s I s D shall be 24 inches or less For smaller volues of A and 1. Connections to pipes 21 Inches or less in diameter without d 4 Inches. ---- , � �/ iS gre011!r Jhon Op, /Bon soffits. 12 odea Storm Drain " Tr a ,p I s A 's •rid larger raises of use eDtxepriele s+oneere structure. Iw^ellen structures or orecosl Y branches snort he mad! E p row ogatnet 8. P,pe may be corrugated metol pipe, corrmfe pipe, or re�7 owed I with saddles . f undisturbed earth •, �•� •�P. �N j / Cress wC"if^o'1°'-, !. In no core shell Iht evlslde diomtfer of the Inlet pipe es- 2. Trim or tui saddle to til snugly s.e+ the outside nl +n •:, �. s I / Concrete pipe, Or OSbe5105 cement J e. t p OY a �I" Flexcelt pp 00•x' S teed one-half the inside dion[eler of the main storm drain. main pipe, and se Its axis will be on the line and grade 4'4 ears @ I8" spa p10ce Over bells pp j,•'� Spring Q^' I / / of the connecting pipe. -�- -}- -, n�---• ;2 `, � Line I I O A 9 Not to be used for o site change on Me t»ainline. V + .�::'•I•.'. �.I �V.CP San Sewer---- 6'^I 6I I / g Or + 3 Center litre of Intel shall be en radius of moan %farm drain 3. The evening info the Dive shall he cul and Ltmmee Ip I` :' ^'`` [ Ld[g. Sfeel, , � _ -ri5 Bars Newt�l'EX%Sl. I ! t r l`� e[eepl where Elevation S is shown on project drawings. lit the saddle so Mot no port will project within the bore cul 2" clear -'• •' -M E• 0 Mn. Min. --- - -� -4- / I I�O D.1 S .,•--, � N.1Li SECTION E-E HALF SECTION 0-0 P/ e I ' e of the saddle pipe of sewer. S r p I Min t j y �, 3 p MQ Line Use when sewer Is being the when sewer Is � { 4. The epenfn" Into the mein slarm drain shell be the outside 4. The connecting pipe shah be svefla led as show" In Costs `� � constructed and Is less existing or 15' In 1 1 I •r1v� 0.D. V I ��``l t diameter or the inlet pipe plus one inch minimum or 3 Inch 1 end 2. pave evalnst undlttarbed earth- -13 CASE �'T� than 15"in dip. diff. or larger, e I rJ I Ips Ffir� ,• - --sock fill i � � a.aximum 111- g, CASE I[ Where Clearance between bottom of Recast Pipe or Cost In Place Storm prod Stivert@Qes drew#" M sane*number dated DECEMBER, 1953 and top of sanitary sewer Is from 6 Inches to 18 Inches. !'• �' -Pipe beddfnq ` t is $Io.A• S All corrugated mete! plot end filNngs shot! be jef"mfree. For txlsHnq vomitory sewers Iasi than 15 inches 1n diameter where ttrhNnp sewer h to be 1 e• fes., r'-i LOS ANGELES COUNT Y maintained M place and where clearance between bottom of Cosi In Place Storm Drain I / 4 °• {. II Angie 8 I% 4S degrees M teas, use Cese 1. If Angle 8 FLOOD CONTROL DISTRICT and top of sanitary sewer Is Isis than 6 Inches. ,. / Q Is greater than 45 degrees, use Cos@ 2. The encasement for the sewer between the limits of Me eneosement end the fees of Supersedes drrnving of some dumber dated NOV. 58 (� SECTION C-C SECTION A-A the storm drain shall be as shown In Case M , Sec. 0-D . REVISIONS LOS ANGELES COUNTY JUNCTION STRUCTURE LOS ANGELES COUNTY ,.d !� � REVISIONS CASE I T aur" Sir chip end of eemVelar pfpe flush with inner swferee .r... e.tcerr,io" FLOOD CONTROL DISTRICT N I • euc,irr o+ FLOOD CONTROL DISTRICT of mainline pipe. Round edge of concrete pipe or reinforced /1 ^ " er Ctv ted •"e•e D N0. 4 GENERAL NOTES D 9-6-62 Revised Note 2 461? `°ner@Ie pipe. CONCRETE COLLAR REVISIONS j1E I-3-6 Added Note 4 � � .a /_f2 r4 i•eea Genesi ry L Where C.I.P. ft called for, Me Sanitary Sewer adroit les contfrvefed a _Wtived srtth standard test Iron PROTECTION FOR MAIN LINE .T"4 C/lLT/lar T/e5 taes•o[ef,on d eeeee A.SH. •,+e t.,[ orstalrvor I 4-1-72 Revised concrete - 111 B. Station specified on s ItMditt of the IrrlerstNien of inside sdll peps In the Lose OI house connections, or with class B fir aass 150 cost ken pipe In the toss of mole 0 9-66 added �i"g •. .....••. II ^••• One sewers, designation AND I ~oma" �N ••K 0. Q 4-1.1`2 Re•latd Cenc,eLt Iksis*6ari wait of moth [form Broin and center line o1 inlet pipe. _ _C.•f - r / • f „r„•�.__ Q:. Concrete for eneasemenb shall be Her oAjacrrrl structure,except CoseIII and Case IS which HOUSE CONNECTION SEWERS FOR PIPES 12 INCHF$ •., . . tr' shalt be(�420-C-2000 Portland cement concrete. THROUGH 66 INCHES v A R � �¢} 3. •The concrete encasement shell extend across the full width of the storm drain french Phre an additional it _ ur.e•re°. , AnrRO�°L "tcow.rrNn(0 er _ D.Y.M. ---o•• r • _ -mac_"•.• r»s..ee"_ 12 inches Into undisturbed earth on each side of IM storm drain french. l (� � 'l •- •• icA[.. oAi[ - DWG. 1,10. 2-D 193 t11E4. C.1.P. shelf not be used for Lot Angeles County Sanitation Distrlel sarifary sewers or for City of Long Beeth I ...• :n t)(K_ /[Lr�i._A�L CGM,... C W,H_. [ _ NONE MAR. I ' e,•„ •"• •• scAL[ oAY[ NO. - 651 •J� - " 966 tHE[T I OI 1 sanitary sewers. �J 'r / A-- CI'Er OC CUir(N( N((R ' . ,¢- P= NONE JULY 6I SHEET I or I Los ANan E CouNr r r suLE oArE NO. Z=D3�' LooO couraoL dstmcr - -1I-�, 1' ,T; til NONE DEC 1962 z. A C X10, sTo, OwG. ?- 0/93 Z. A. �FC p STB. Off' 6 ?-D?S/ L.,q. IC. F. C. D. s7� Ol�VG. ?- 0.393 t CASE_U CASE X �ASE� VITRIFIED CLAY AND PLAIN CONCRETE PIPE REINFORCED CONCRETE POPE Blotklllf as speNlkd-___-- __ 6'nrMt+"rn t/rerenrr \�_ O rap of B'eddn[p S urfess ~wive --- acof spreiiled a-----`--- W K .lenrAlArie'"r _T 10 barrel--- \ Qrrrl r- "I noted -�_- kv _ r __-��_---__-_-_----_-moi.--------------.-..1 t ,,r'1yY f-•'--Cine - i etre a.cr _ Cerw- _ ll' Held h IAe speeNicaliens.- I ---Etcovered Donk or sAeeNnq ---_ r Tep e1 Cvrb IZ"� Catch basin evening 1 12' ,Top et Curb 1 ,Exist. T.C, 1 1"- F- -'f r 1,1 i N bwrrC____� 1 l AA+nirrrm chKr"ee_ 1 � + See Note 2 r 1 1 1 r See Note 2 l `-- I 4Pa-C IAD" to tern or code A I I r /c' 1 �- �. tcncn/e Eseevefed be"A er 11 --screM Bb•/drng A to //T tame"ale/ -., `-Bt/IM/y f► sheeting. - - fj r ./cede of pips ifre N screre, one the f _ ----�- -- _3• T g' SeMJn B-- �- prrrnoe of fixe Io ler etyrrow/ !i Mr t rI JrtyO' 0 �3 D' l Plotted w. X30' f I r1115 0' nMlr `` I v1 1 v I `. ♦ 1r eeafroeYor----J••' ' 1 Nddin A--- '• '' 't T ", -VT 0I -�Worped t et [ ui I Warped �� 1 i-. 34r ,•t �r g '' 3`'rl'-•r�' r '�`l/r?D•r►rAr. Oedehrp ererMM bek►bN►env ., l �[ 1U1 �I 1 , 1'j'•I \e 1 _--_-___-- -- , �- , N plot shod ler I/J10'IK pipet •r FLOW I Surface�' I .I [ j .1 1 Surface.__ -'-'1 d°\ 1------ r I maIlmunr of&eo big AretrtfN l'aNnhrrvI bfedln/-' ` 11 --Brddhy A I Nt 1 j „1 l �` _ material below be// feceveNen to A*Arr'eredMe/ J9'end/erprr M eAomNe,,end 1/ 4-fseeretinn le Ids A+r M 1 I 1 or collar. r 4'for pipes last then 39 /r po"It" ---_ •WOrp@e ,� 1 w • '\ /iemrftr M no test rAa/I JI ler j r , I of of I I I.CASE I BEDDING (Lead Factor :.1) hes Mda/'fele w any bell a cone / Gutter flow line-' A See Note I53s 1 Swrface•� l 1 e1 1 iWarped of L.CASE E BEDDING B BACKFILL AROUND PiPE (Lood Fortorl.8) L_ Ste Note 183 -_--_--_-_� �, -v 31 �1 inmate wsrd •rlrrf for X o C eArr K#►ere p,aAe/ tine tAol1nedbe kro Mon 6"ter ,kpM et/retArli. 3. CASE Z BEDDING a BACKFILL AR(XM PIPE (Lead Factor i.61 f� Surlott.-' ( ee on eNYKnel/w /e Cole I a CosfR A•dFt,r sr teed �fe)-W u//P^^9'9 °try' ' FLOW ss 1 �I NI [ Armen Case Il'Bedding SAM ler weed Arshod d Codi I r/W$ di/rrrn.sion rwl°y incAAib• lAr tARir/rts o/any Shreb' fol"W'er torrnrrnr Nne shat/Ree ler loss Then Me reAbwine'6'tor pJpr 60'M 1►sv I 1 f11#»err serer/f @'er/res,'W'rN•aswrd oI lap e/plot rnq 6r try d" d_lornrrrr,/O�/or/rpt 6J'le/Oe•A[elut/rr h d/omrror and/P lis•/er/[r An•�1+Mer[ PLAN -- d"Mif asrering K wntlobfr trench Ades If to reewred h dimens/on greener Ihon 6' ATB in d•'vnu•ter. TAr.M dimrYrtinns rr.rry ine•Arde Ihr 1/yc/nets e/any tlNrhn9. Few Caleb Basins Nos. 1,2,3,6,7 9 e Sir Nott I A 3 r I 1 I n,, of f/rg/neer ft/Nnere cover h freefe, Alen d ir'A+Iefwra/ N Iqe N p/pr irw ■fb/WAere cover is 10'or less,'1f-mooswrd or Me too er!hr pipe firer be err i _ -1 I L 1 - W 1 K I ` nor be yrrurrr Men @'voters Me eoMreclor a,Ar°ova expense drmtns/on greetrr then the adavt spot/rod mrrr/rmmr,t•dm 11Atr wrr speeMir/ �-----"'- -'---'-'- ides Cater beddin er siren er 1`tie r/ehd @'JxlYrdrt ar Mr rarer drowrn r CokA basin opening the thickness of any shref/ne XfeIWnere cover Jt forte Mar !O' N"meetared N /M Ielp of/fie/Ips rAedeelM �Co1eh basin evenf"g Ste Note 1 8 3 s, -��T-�' grsa/w rAen to Ie plot ATB'M OiarnNer a het,or !? for pipe ewe A7A I. r per Dwq. No. 2-0232 -- - ---- _ V s ammeter onless fit* contractor other own eq,wn°provides Cate ! brddiAr or PLAN --- �*- lt?llrl/n/eenA I i ®4ta_C_�� stronger pips rA+re Iimensinnr rneh•de Me /fir cknrrf o/ say tArtnnp. 4i Zr vt w stiff flop___ concre►e CASE ][ �NERe4_N9IE� For Catch Basin Me. B Z t y'u �i I I LLt Case 8 only 1 Asj*rxWfttm&m rel- Aerer►cr .. tetra Core Xto,MCP e AGt!Corr)►Ior oft nrkdtibland pMb•corrcrere p/jca rwhsr MArr.rsr spwenswl r C7 --loot!"' M barrel -_ 1-- �4ra-e-raaa ale on tke reect Fon/n s ------ i -- NOTES' Awryh[r[ for err Y .�. �y,,,l _ )r_ Cerner -1 r ,� co/-crefo l Brddmg A rho%ler composed Nson d,�No.J or No 4 crushed rote or ,fere/ or 1 I I I I • x - -�- , [ f.AK grrrn/fvr materia/ as troy ler sprc/ried or el/Irr.ise approved lel•Me forgill", Cllr me wwor ern foe 1 1 1 I 1 I ®1. Elevations M evtet corners end @Wer edge shell confarrn to Knished Street surface N i I_2_"� _ X12 N [ •_.� r' } -T er yyra.+rt snort ler No.J Tor ppr ty"in dionrrtr, and larger,ane No.I /or pier nnodK IAm Yy"h Iior.rrrr W I K [ unless otherwise shown on project drawings. `/'rend to,Weddle wdyurflow ' d , I -it/*0, BedAng B rAed ler compered N send W other pr omdor mr/Krof at may ler sprtArrd M Nnerw+Te f"'w�-'`----------"}'----------- ---`'}'----"-'-----'•""'1 2.Where no Cvrb exists Curbs shall De tonslruded b@fwttn lees OI Lec01 f-fK ce+rtn/e mer »r alerci/rcerion.r.Carereh ,' •: w ycprovrd by the fnpfnrrr and shall be conpleled prlor to placing balance N backfill. Catch basin opening S -mow.- J Concrete locstill.wh°r° tolled to, er Sid.Owe Y-De/J er where srecAred on Me project dFMngs,MMM Dep•ession. The curb station stroll conform to that DI the tonlrotlinq eqe"ey. Med ler/?Aowt old lettere prof it bed N' eRd 7V'sAM be APFCO d ee Me pleat K by f►ror•anee t042a-C-t000 concrete poured well /o re!/of trench from lop N BMdrnp A h•mminwm IrpIA N 4'sew tap 3. G•Existing gvtler for Catch Basins Nos. 1,2,3, end 8 (Cast 8). Mrs Pop prrmllfe , r__- et prpr�Co^c.Hr pxA�tt shod ler wsrd R+r RC.P and ACP or required'er SUPERSEDES 2-0446 ELEVATION Mr farieter , ere. o.g.No.t-o<^/J. G;Measured to oust, edge for Caleb Bosins Nos.6,7,and 9(see Section A-A)� -1'wnirrwmNba/ethirmeterl0/ rs1[.[.cI9 ofvgle.t Los ANGELES COUNTY • 4.CASE DC BEDDING (Load iaerm 3.0) Nall: To ell along Gutter Flow line L• K• 6 feet unless otherwise specified on project drawings .frlsro s Y-DY/3 rw e.n nt,c*fir... FLOOD CONTROL DISTRICT 14- I inch when G I loot. NAew nrrvrred by Me frgrMrr,M an eM•frreerr b Ce»I M �ENERAL MOTES 1 L-'a_ p _._ O _- -1 ". o,r[ er fc.rr Her. '�-- Cese F h matt conArunt er/t//rg sewrng cenrtrwcrJon. 4. Bedding B shill con on no rocks larger Men 4•i+eh A ft 54 r/vr51.T PIPE BEDDING 14-2 inches for lengths of G greeter then f foal. On Catch Basin Ne 8, Case I.71 ,,,,, , O 3'33 lv",sed rvrr/r q s in gralesl dinCnsion. r• • Ilry3J ki+rsed AIVe.i IN 61 S.CASE Y BEDDING I Load Fodor 2.7) (� TRENC."ES Celeh better Fees Plate --1 8, N Shan be-measured of the ends of W (toleA basin opening). OS Where rocks de included M the bedding�nesfMq' J-sl wr.•M!�-rtAr.r•s M ~-----_---__ 1 4 shop be word where spectfied on the Conertle compressive strength shell be 3,000 p s 1, et 28 lots. piens. Case$ 9eddMQ %AaK thereof overt not be permitted. 1•el• r•,o.I Nr.trs, Dwg, NO,2-0232"' I G 1 112! u n ----------l 1 S. This standard may be used Io Imo*ceDl (lows Iron beth li.tcriens. IE•ceMfan9: k este ins+toe of Cost 7C against fheethrg a vnslnD+e bench wMls a IV go Ily.,rdlr['A.A7M °.• ,-.o I I Set Note 1(!<3 Catch Basins Nes. 6 end 8), J-floe peering Ase Leel rector 1.0 if so remrired by the Engineer. � � = r)'- ro 2f' 177 - t., I y.�-------- --- - - f�-- I _ 'l-Grote LOS ANGELES COUNTY n j�-- b :.;•'� r,•!: "-i FLOOD CONTROL DISTRICT Z-A fi FC .V S70 OW • ?, - 0/77 U i f LOCAL DEPRESSION NO. 4 u 1 1 C.B ie6 Is7 or*9 1 ►---'�--- -------t-'-1 •'•• REVISIONS I 1 A-SH. • e.,,.n.. -� y.roio n[VISralAle Nl6 THIr K.O. ® 12.1-7! ADDED c t.Ne! SECTION A-A --- - C.F. »..._. .r .!t _ ..... ...... ., ecAl[ oAT[ DWG. NO. 2-D 415 r-,: H. NONE MAR,1966 e..r[T 1 or,I Z.A, «C. D, STD. pyYG, 2- DQ/.S- t DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA IT DETAIL SHEET ARROW ROUTE STORM DRAIN MASTER PLAN LINE 5C APPROVED BY DATE CITY ENGINEER R.C.E. 89 DESIGN RECOMMENDED UXIM Q L.D. KING INC. DRAWN 517 N. EUCLID AVENUE SHEET r� /l!/41� T RCALIF.� h ON A i0, CALI (714) 988-54G I I OF / e! o CHECKED BRA CH ti:.:,, F 1-46[6 x,11 E DRAWING NO. E q03 -D__O3 -d PH( ,It` h:ilNcEit Tt.C.E 31Es75 AlE 2- 7.54-/4