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1348-D
GENERAL NOTES STORM D IMPROVEMENT PLANS 1 ALL WORK SHALL BE COMPLETED IN STRICT CONFORMANCE WITH THE CURRENT CITY OF ON i AR!O STANDARD SPECIFICATIONS AND IN THE WESTERN SECTOR ` STANDARD DRAWINGS, LACFCD STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 2 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALT_ . Fm" Ww FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY FOR RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING 0,,,r, w" DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT W SHOWN ON THESE PLANS. 3 ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE THE ONTARIO � C E N T E REMOVED OR RELOCATED. UTILITIES ARE TO BE RELOCATED BY R, THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO "a°` SECTION 5 OF THE STANDARD SPECIFICATIONS. N 4 UTILITY LINE LOCATIONS WERE TAKEN FROM RECORDS AND WERE NOT IN. THE SAN BERN ARDIN 0 FREEWAY LOCATED IN THE FIELD. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFIC.ATiONS. 5 IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED 0" BY SECTION 6424 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR CITY OF 0 SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL_ SAFETY. PROJECT SITE 6 NOTIFY UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO EXCAVATION TELEPHONE (800) 422-4133. 7 THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48 ESTIMATED HOURS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE RIGHT-OF- CONSTRUCTION NOTES QUANTVICINITY MAP WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD ITY SPECIFICATIONS. NO SCALE 8 STATIONS SHOWN ON THE DRAWINGS ARE ALONG CENTERLINE OF CONDUIT OR ON A LINE NORMAL TO CENTERLINE OF CONDUIT. N0. DESCRIPTION 9 STATIONS AND INVERT ELEVATIONS OF PIPE INLETS SHOWN ON THE PROFILES 0 GGX�ST.�!/CT GO-/.!/G'•sr ,SCP �Ob /�E',e P1,4.�/ /qo C. F ARE AT THE INSIDE FACE OF THE CONDUIT, UNLESS OTHERWISE SHOWN. AA</p �QOF/CE f/E,e�oc/. 10 ALL PIPE IN OPEN TRENCH SHALL BE BEDDED ACCORDING TO LACFCD STANDARD DRAWING NO. 2-D 177, CASE III, UNLESS OTHERWISE SHOWN. "W" ZO CoAc/sreuCr ¢�-//S✓'cA5/ ,2cP, /ioo a lz�5-/z PL4V 4B5 G.F SHT. VALUES SHALL BE AS SPECIFIED ON LACFCD STANDARD DRAWING NO. 2-D ANO /'20ACic� yam- oma. 3 177 FOR CASE III BEDDING, NOTES 3(a), 3(b), AND 3(c). 30 Craysr2c/cr ¢2-1AICN eCP, /Goo- o 2 1�4,4k 11 PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY Aivo p/ZOF/CE f/F2�O�c/• LOCATION AND ELEVATION OF EXISTING STORM DRAIN CONDUIT AND NOTIFY ENGINEER OF ANY VARIATION FROM DESIGN. O COAv>T 2UGT 39 /AvC,�/ ,�CA� /G00 � 09-e-.4A I /6'2 C•F. Q CD FOURTH STREET O GoAvsr��ucr 3 3"iAvc,/ ,ec.� /000- t� -,e �c/ 3 9 t //C2EOt/. � ,e�Af�fii 6X10'r AC ������-f�.v% a yrzli l Ct/,ee,,v� 5;5-,5- SHT. ,5- 3 + SHEET INDEX � '" � ' � - D GUTrLre COA%S7T Z//k,'*7-5 R�PL.4C� W16-1hrI� . .G �K/VW A.6 . Q SHT. I 2 I W COAvSr�//CT ,3p-/At/Cf/ ECAC?, /7✓O-rJ 'AEP A�GAit/ ms's �.�- Q Z SHT. N0. DESCRIPTION �"'�OF/G� �/ `r CHANNEL30CoNsrevC7' 2T-/NC// ,eCP, /sou r, A6"�' /?�,QAv ,q up 7(; 4.�r Q ' I TITLE SHEET A�2 0F'i�E AU�lG�o/V • F"' EES _ 2 STORM DRAIN PLAN AND PROFILE q / �..� �- / O CO,c ST2ClC T C 8. ,c(7• Z PE2 C/ry , OF O,c17;4,e ST7J, Dom,' / E•�I• Ar �v CONCOURS 3 STORM DRAIN PLAN AND PROFILE AW. SOZ w/rH .60C,44 I.1�P �s✓Ort� :? �'jTy Z SJ7J. L.7��S. /✓�• ?O-;z, � ✓A'7i- CO/JA:i�T�G%/,/ w ��? 4 8& 5 STORM DRAIN DETAILS Z a O�c - ID C �S7T ///Cc T r"YpE' 00C-'W,4 STV- 1='4,4X1A/0 • /.30s" ¢ 4c:,q, I I = W1 r,4/ G2 Al(EC 49,46 7-S PCP- a E7.41L ON 5HT X/O. 44 F- I 11 COrv�T2UCT ,il��t/NOI.� ,610• Z /� C /TY Of O,�/'T.S+e/O 0 STrO. nth-�'. /va 30r 0 /Z Ca�A(/ST'eC/CT H1.4.t/,y01� AVO. 4f ,P6-,e Z.4CFC1-> 57r-> ¢ E'• A• � V N INDEX TO STANDARD DRAWINGS C> , � G 0577-7 ISA,/V A(A2 S03 •46OW95' e�KI5T�rWC OF�iNf-I�POF/GE ' - /4 COXISr;VMZ/ 7- ✓tJ,oc1'T/GV ST,�UCT!/,�� �E/O DWG N0. DESCRIPTION OAc/TA,FIc Sri. •r��. .c/p. .307 . SHELBY CITY OF ONTARIO ESTIMATED / C' O5 G'1E7iV5Tr✓CT S��i.4L /NSE r- � r r.�iL �i 51v7-1 D / 306 M.H. No. 2 REMOVAL NOTES QUANT TTY /� P,��T /,�, P��c� N 307 J.S. NO. I Q 302 C.B. NO. 2 /7 eO,c/5rR41cr C. /3. AVO- / P,5e C 17-y' OF c,41vCf/O eme,441ex/cs.4 ' 304 L.D. W © eZ=�NOVZ= E a'i5T C•Ay P s• 7Z�¢Z'' 93i1 /•F 57r0. DWG' NO• .SQZ !.N/Tf1 G OCAL D�P2c S 5;10A1 C.4 5�' C SHEETINDEX MAP L.A.C.F C.D. Q 2E,No �X.sr cArrN $,ss Z Eq PEe ,Ta. oma. .✓o•5.� C.Ty vF,e, 41eW nuc giyocl��, , NO SCALE 2-D113 M.H• NO, 43 eekevpt PG7-vAAIv ,ec .4cc cwt;r Pmwr 8600 SF. /B 1c00s7 /�t eae-r e4r- v11 'e Go, /500- c;, ❑ 7,1E 41k1/75 990A61-/ OA 1/7e' 4k,!; ,4//0 PEAe C?Y 41,10 f',E��F/�E Hr e�CW. z 0•C.E.M.A. QF OA/rAj2/O 57V. DWG. ,C/O• a09 /Q CO,(S7-ze/CT /B-/,VC11 Rep, /7-5-D-a PEZ PC�4N TS � c�' �',NOI�E EX/5 ,T CC/ef,� l/TTEe Arc/O /p C.F -',</,C> p2OF-1G E NE,2cOK/. 1305 TYPE V INLET 2 ® AOCpZ,4CC PC:AP- C17 K Oc- 4CW77-Ve/O Srr.>. , S7-e4 O e6 /CT e994-1�GTa� F/LC TO e-1,W1T5 5, lvi(/ 9S Y. O�/W. NO• /0!3 , 7-r,"9&- 'B .4,VC> -1O/N '. C CITY OF RANCHO CUCAMONGA � D Z/ CO,USTeI�'T �90>w.9LG J�E,e D�T.9/G Opt/ sf/T-,tp 502 C.8,N O. I L 17'r .4CCE/�Ar,•4,</C� OF IgW115 ZW6; A 1Vr e�/C1-VE S f � 518 L.D•,CASE C j�/E ,DEI�ECOPEP F.eow,e-sP�s/.a/4/ry Foe x714' 0 � ���`/ CaT�cr /'/►�AY• AC OA'/f�L.4Y .ss SA�A��.1E,eEov REVISIONS GO,ee45Cr10A1 OF EeeOe ,4Avv 49*116510A I 0/sc99vEeeo n NARK DESCRIPTION CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION L.A.CO. R.D. o0�Av6 Govsremd r�oAc,' 41,$W11�G1v�5r PRACTICES, CONSTRUCTION CONTRACTOR WILT. BE REQUIRED TO ASSUME 901E AND COMPIETE RESPONSIBILITY FOR 8-30-92 � '1 JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF PROJECT, INCLUDING SAFETY OF AIL PERSONS ry IAISPECrOL , 7f,/E ,Q�QL//eEO /�i4iC/e�l�/S✓Oit/S AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND FOT BE LWM TO 5f/A4LL 6E 7N6- C/rr NORMAL VOR WG HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND. INDEMNIL►Y AND HOLD 88-02 PIPE HANDRAIL EA<16;WE$z LIFOAe- ee�,/E`v _ DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL ABILITY• REAL OR ALLEGED, IN CONNECTION WITH THE CarG►�1F I N PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN M PROFESSIONAL M REVISIONS DESIGNED BY L. D. BENCH MARK N4. 1257 EI.EV, 995.451 PREPARED BY: DESIGNED BY L• D ~ MARK DATE_ BY APPROVED/RCE NO. DATE 10.-89 CITTYY F 0Z�� ' O T]TLE SHEET FOR STORM DRAIN IMPROVEMENTS FORTH LQCA?10N: ARCHIBALD AVE. S/0 G ST. WILLDAN ASSOCIATES DATE 03-20=89 THE SHEET I OF � o 240 S. ANAHEIM BLVD. ONTARIO DRAWN BY G K • NAIL & WASHER IN CONIC. BASE OF ST. ANAHEIM, CALIF. 92803 DRAWN BY 0• K. CONTRACT DATE 10-89 REV�WfD BY ,•-•-e'� LIGHT #A-026/20 100' N/0 N. END FWY. (213) 424-1631 (7i4) X24-5T4a DAA 03-20-69 THE WESTERN SECTOR - IV) , ax BRIDGE W/SIDE ARCHIBALD AVE. R (PSTRA 'O(P *4E 8-30-42 CENTER ACCOUNT �' I CHECKED BY F t• / CHECKED BY C,D. / //- _� MAR 74 ELEV. 995.451 REF. LL83 PG 47 �- DATE 10- 89 ACCEPTED BY a.�l..�-�s _.______ _.. A.C,E.' 38333 DATE IU 89 0 1�. IN THE CITY OF ONTARIO WESTERN SECTOR DWG. No. � F air wags" �.x GERARD F. 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B - 1807 r . f __. _ ..... _ -- - _. .. _... ._ .. - .. i f I I //S/GA-r- 5T,'q A B C G Q S T ,BQ,67,4/! 0417- GX/5T• qr w,gcc �r✓x'> (Przor�Cr�,r/sTPE,3A,2� /fab 90' /B" ,v/A 30' 3.Z c�s X06 9 /oil. S /007 Z Co ,evcr ',e" ,oio. /1vcC7 EXiS"l' Ss�O/3'CvT 1P' 2/SE,e PtF� O• C•E•k/,4• •vivo 3��c/� — -- — .— , STD. pwG: A/0. 3 O.�i • -�- 3 ttX> EAST S�Ar 30 33 6.O 30 46.4 /Od 9/ /Oi7U ' /Oo9s" .o,=o '%3' w/A C AP,,20w _4GF//' T t Ems'/sT'+r 7s Cts Ct;1T ,4AIV 8,5VO +00 W�S7r- S/L� 30" Z4" -SO' 34' ?Z.e' /1015 '!Ot /009 9 G�2.4/✓E 7-0 �.e.4iiv m /B" I e-060030' le 44 &' 30' ' /D/¢.3 /0200 le /D/47 --� — CL/TA�vIJ $tr/YO i I /y6'L /Z" O-C• l9/N. e EAGS/ •.`�"--. /r�/o EI.Y'ES ��'yP� 3"•QAOi!/s s/� � �o.�c�/T�ivq� �+' ,e,9,D/SIL CO�c%c/E•CT/O�t/ i � CoT�•vo 8�isio :r=lo 2''"' 11V FEET" /5 7W67 M.41,41el�S/�" 5TW11CT2/2E'S SPt/e [.Eit/GTh1 Q y " 1 ,�;�--� ---- I' ° x°� I 4' EGcV S . r 1 = O/ _ i00 t_X�sr. co ��vvovs OQ COAVR67257 IJwG mo e- r,>�B9 I I C�1r A,vo 8 a 5'7-a°'7s CJ/.f EX%5T''�5s�a SIDE INLET a DRAIN TYPICAL cU7- �Q Z) o C E MSI• /NLE'T CAL DETAIL �.�9ltf�C'UT TYKE V NO SCALE STs= .mac �X/CE •4 CFG/� STS. h/E/Gf/T 0/NG 4 OF 5.4A44' B.AG's 0 I' fI-6 1/4 Ste note S) t OCE/►-t.4 //v�ET- rY/-�.y ^' � � I` INLET STRUCTURE DETAIL ez�C 3/4,Mole „MD•,Ell /-So* 0.' 'r 2 Do RISER GAUGE O ! Oetoll hereon equally spaced co 3 4*j1LN.T S. Center of hhOle 103 16' to 27 16 be C from 00. 4 .4$.t 6 30' to 30' 14 T— /SE.� of pldre-/- -! �, Ia 4 42' to 441* it 60 6 II. 1 1 r 0/2 66 IQs'34 $I' to 66' 10 im 1 (Ty P) t • SECTION PLAN •• z BOTTOM VIEW A.C. APRON DETAIL TOP PLATE .� �Rin QQ See derot. for 4�►�r \� �T 'e e.e NO SCALE ! Locking Wce �;.� � �t rN o1e Elev.A GroNnQ Q 1q, ---t/{"d Dips or mild steel►er IL I r1wide unless aft”, 1/4• x 2 e - 1 r shown on peon WI t t • ` VlT1I I - 1V. r- V 21 i ---- -_--- n oETAIL-PLATESTIFFENER ,y - _t 3/4' Hole to �/ � ---_- - ------ I match top plate�/ #�f' Qw/8 I I � —"�- � �"" �sre.gel+.eeRn- BOTTOM VIEW N \ ' 1 CAGE RETAINER RING ' p ZCLQ I y R ' ntlt► rwn Cone.Wier o � . ij TYP • • / \l Lha O Of - ¢/_.7 �2// /!Ay l,¢A ¢/ 7y2 I —_ � t� 1 ,t. s. 4' Cnrwt. - - t ALTERNATE JUNCTION Y' \ -L _Ort peck • 3 CLRo O cone.Slee, ELEVATION E VAT ION 2 I/ "bao2r(t1/r2p.")k-51 Ion Ti Ion lope— i '/0-4 , 4 33le C ;irt #TNOTES : Ond te.ld '� I Ristf apt sheet extend lo'Ele•.A'. -- - —} 1 ■ i 2 Elevation A. 01, 0=, L„ Ls ere Ste"M ►len• ,� rJ � j -- I i Gots o�stmD r shall be oelron}j�9 otr�A3 encase 6 /E R /a meter_ HEADWALL PLAN DESIGN DATA S.for 0,54'and larger,well I'h r I Yt ■'/:englee to pteM wltA 1'weldt st 6'e c L n.nwneer et tem on grott eastnbry /2'Allen Dort II 1 it 7 Gogo Of pp tar OWF44 r a shell be san.e M b rare► sor ono"A"I be shop lakrKated aM valverrt0*"v wewing. I/2 Q RF = I - O / /j i, / q HOLD-DOWN Q E y�C 000,x:,-Vi 28 D•4YS /800 Psi /-D _ i PSE � -�y = 6o,000 P-s•: AS = 24,o0o Psi y �s-O REVISIONSSECTION n MARK DESCRIPTION t'1 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE MATH GENERALLY ACCEPTED CONSTRUCTION 1/2 11cI1-011 EXP. 6-30-92 PRACTICES, CONSTRUCTION CONTRACTOR HALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR E JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF PROJECT, INCLUDING SAFETY OF ALL PERSONS ,nC�VjE E AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MAGE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO ! NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD OF DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UABILITY, REAL OR ALLEGED, IN CONNECTION MATH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL REVISIONS 99.5.45.1 PREPARED BY: DESIGNED BY —._ __—— , BENCH MARK NO. 1 257 ELEV. _ DESIGNED BY L o DETAILS FOR CITY OF d TAR J WILLDAN ASSOCIATES DATE 03-20-89 THE SHEET 4 OF 5 0 MARK GATE BY APPROVED/RCE NO, DATE �Q(,`AT10rJ; ARCHIBALD AVE. S O G ST. ONTARIO O N / 290 S. ANAHEIM BLVD. DR AWN BY _ __ NAIL & WASHER IN CONC, BASE OF ST. ANAHEIM, CALIF. 92805 DRAMAS BY G. K CONTRACT _- r (213) 924-1631 (714) 774-5740 THE WESTERN SECTOR ' _ _��� LIGHT #A-026/20 100 !�/0 N• END FWY. DATE -- _ REAFWD BY ��� I- DATE 03-20-89 — (n - - - GAR BRIDGE W/SIDE ARCHIBALD AVE. RE(31¢TRATI EA0, D/lt>� 6-�o-,a2 -- _ CENTER ACCOUNT CHfCKED BY _ ' c '. ' ACCEPTED 9Y _ � l �J /,2 L -- -- a__T__ ��''�'• MAR 74 ELEV. 995.451 REF. LL83 PG 47 r a+Ec+cEo BY �___ __ �- IN THE CITY OF ONTARIO WESTERN SECTOR DWG. NO. D- 04 DATE �� �, eAx DERARD AL t R.G. 36333 DATE O 1 , `7A� Joint ExigT– G12o(1Np L/NE —SEE PAGE i FOR Cu DETAILS 1f►IPE (TYPICAl) B'MA%LHON A� { Cur •AIL 4 IiHOR* sOR SLIP JOINT (SEE NOTE ,I DRIVE-Oft .Lw+INUM ENO c.. e/P ,CAP 6 TD/Z'57VXA5S TYPICAL FOR 1 tPOltr ONE ENO OF I GALVANIZED STEEL PIPE -�. ITYPICAL) EACH RAIL r0 SLEEVE 7 SLIP JOINT / r--�- VERTICAL POST (TYPICAL) ! , I _�-- -t--== -=r;I 1 / RAIL PARALLEL TO TOP ! -- ' '1,� OF WALL (TYPICAL) `— MAC"tNEDSOcKET 1 I I r .•►� B / I 8 �--- C'ONG'/eETE f/EADWALL -- F09 ST,eUCT Ie/W � w � � ; ( ; � :•t1f0 SCH[0.40 SLEEVE _ —- \N i —+ Opt To CLASS 'E' MORTAR DRAIN a i ; wcHINE FOR CLEARANCE FIT EXPANSION JOINT A�• Q� A '� • MINIMUM • : : .�• 1 H�N�.eAiG �V - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - �1 - - :�... •: II - .I ALUMINUM NAND RAIL DETAIL 33 Rep I BACeF/_L LOW f1�2�AS ,45 ELEVATION A� SECTION A-A o1Nvc-00 mn END w • 30�;�cP 3. —' I STD. if PME RAN- I Exrs�- cuea $; o SLEEVE FORMED OF 10 GA. SHEET METAL « - .— BENT,WELDEO.ANO GROUND SMOOTH FOR - `- A SLIDING FIT-OR EOUAL WITH TU$ING. 4-4 DETAIL OF SLIP JOINT CAP DETAIL FOR RAIL END /eEMpv� REEL Ac'E //VT�J�IcE,e//!/� (FOR GALVANIZED STEEL PIPE) FOR GALVANIZED STEEL PIPE POKT/ONS OF Ex/.ST cel-es NOTES: I.USE SLIP JOINTS ON THE RAILS BETWEEN POSTS THAT STRADDLE AN EXPANSION JOINT. i.H-16'FOR HAND RAIL ON STEPS, N-21'FOR MAMO RAIL ON WALLS; D-KY FOR P.C.C. WALLS, 00:4' FOR BLOCK WALLS, 0.7'FOR STEPS. 3.COMPLETED STEEL PIPE HAND RAILING UNITS SMALL BE GALVANIZED AFTER FABRICATION. 4.HAND RAIL MAY BE If STANDARD STEEL PIPE OR I f ALUMINUM PIPE SCHEDULE 40,ALLOY 6063-T6. S.FINISH FOR ALUMINUM: ALUMINUM ASSOCIATION C22-A41; ARCH CLASS I, CLEAR (NATURAL) ANODIC COATING 0.7MIL. AND GREATER. 13'/. SULFURIC ACID @ 70-l2•F., 12AMP/FT= HEADWALL DETAIL 6.P-W/2 FOR CORNER POST; P-6'�AIN, FOR END POST. W-TOP WIDTH OF RETAINING WALL ($'MIN.). ?.POSTS MAY BE SET IN RECTANGULAR OR CIRCULAR SOCKETS 4•MIN. AND S'MAX. IN ANY DIMENSION. 111_ 4 1 $.SEE STANDARD PLAN 33-01 FOR FURTHER DETAILS OF PIPE HAND RAIL ON STEPS. LOS ANGELES COUNTY ROAD DEPARTMENT LOS ANGELES COUNTY ROAD DEPARTMENT PIPE HAND RAIL STANDARD PLAN PIPE HAND RAIL STANDARD PLAN APPROVED .,, •1 •. •:.s. . 1. ,. 88-02 0i 8=OL PAW OF /��D ROAD COMMISSIONER OAT( 4 or t /f ¢-�.' 1 P/PE yA�vo��/�. — • • P�'le L..AGQ� S Tv (u y.4Nb�A/L i d 44i I ABo vE oPi 16; /Z I I 4( To1N e5A7157- TyP y G,�DUNO G/�E /z''H/ ~� _ — — suJecAcE / ' / T &W_5 7- Tz ' ToT4- -N ;� ,. 1 I . 6 6@ /O 4G,,9V , 30 �cP I , Z 1.39V CONG C'OL L A,e Q /Z / O/i PE,e L,-ECF-C > sTn oWs 20393 Z • 5�6 /, Z z „ O SECTION B - B V l SECTION A-A I 1 4 ' 01. O v! CITY OF RANCHO CU CAMON GA c� cn WESTERN SECTOR STORM DRAIN • ' �pFESS/ O • PLAN AND PROFILE � .o FNo'+�rY� REVISIONS FOR APPROVAL OF FACILITIES WITHIN CITY OF 36333 � ►+ �� MARK DESCRIPTION RANCHO CUCAMONGA" S CITY LIMITS ONLY ki 1 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 4 PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR APPROVED BY: %� DATE` r� �� EXP. a-30-92 10 JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF PROJECT, INCLUDING SAFETY OF ALL PERSONS p'/V� �g AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO CITY ENGINEER _ RGE.NO. 2 3�? L E�G�'14 0 NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOU) OF- .�F DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE CHECKED BY: I RECOMENDEO BY I SHEET DRAWING .NO• PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING L.IABIUTY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN I�i11( PROFESSIONAL DP►Fs 4, FOIL bGP �f REVISIONS DESIGNED BY BENCH MARK NO. ?257 _ ELEV. 99t).451 PREF 'AI<EI, BY DESIGNED BY - DETAIL SHEET FOR STORM DRAIN IMPROVEMENTS FOR MARK DATE BY APPROVED/RCE No. DATE -_____ .____ WILLDAN ASSOCIATES DATE _ _ _ __, _ _ THE CITY OF O TARIO LOCATION: ARCHIBALD AVE. S/0 G ST. SHEET 5 OF 5 290 S. ANAHEIM BLVD. - - - - - N DRAWN BY __ .. _ NAIL be WASHER IN CONC. BASE OF ST. ANAHEIM, CALIF. 9 05 DRAWN BY_- CONTRACT 1 2( ) - ___ THE WESTERN SECTOR ONTARIO io DATE _ __ __ _ / -/ 9 LIGHT A-026 20 100 N 0 N. END FWY. REVIEWED BY (213) 924-1631 714 774-5740 y 1 a► - - BRIDGE W/SIDE ARCHIBALD AVE. RE ISTRAITON Fly'. DATE _6-30-92_ DATE - CENTER N T E R _ - ACCOUNT _ -,_- _-_.__ __ CHECKED BY f CC T ACCEPTED BY _ - `� � �-� �—� _ •� MAR 74 ELEV. 995.451 REF. LL83 PG 47 / CHECKED BY y - - - - DATE _ to B9 _1 _- _ _� x.rn�r � ._ -_ � . IN THE CITY OF ONTARIO WESTERN SECTOR DWG. No.�- � �to �A�IA. _ . GE RAkU F UAl ZIEI R.C: 36333 DATE _ O E-