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HomeMy WebLinkAbout1498-D GENERAL NOTES N 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF A+NCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATITJWS FOR PUBLIC WORKS CONSTRUCTION(1991 RDnIOM . - CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND 1 SPECIFICATIONS . 'CITY O'lu" RANC110 CUCAMONGA ' I 2 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL ` FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY / RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES SYD FOOTHILL VUOL RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS , T WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS . . Iwno 3 . CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER REDEVELOPMENT AGENCY PACKAGE FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMMISSION DISCOVERED DURING CONSTRUCTION. THE REQUIRED AR w PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY a RANCHO = ENGINEER FOR APPROVAL. Ii 4 . A PERMIT SHALL BE OBTAINED FROM (THE CITY OF RANCHO STORM DRAINAGE SYSTEM CUCAMONGA CUCAMONGA ] , [ CITY OF ONTARIO ] , OR [ COUNTY OF SAN BERNARDINO] , (AS APPROPRIATE) , PRIOR TO ANY ENCROACHMI''NT OR CONSTRUCTION WITHIN AN EASEMENT OR RIGHT-OF-WAY. 6 S . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, Pre ST CLEAN, HAZARD FREE , ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. c PROJECT z 6 . ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER . THE CONTRACTOR p„b- Inc z,-u, ;_,.--=S j_cw5TgUCTw)##W-TFS w+o fsrmA o Ou^mTnWS Crrr OF ON'MP10'+L' SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION � QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK O Ws'"=L:IrirINFCA CC`CAE77 c_ 181LF O 94S TALL iIrWWWOACEDCONCAETEPWS AS LF 4TH ST 4 T ST SAN BERNARDINO REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED - IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS O pts-ALL 2r0tnWC C_CjCC1%o;C:_E7T _= 46LF 0 INSTALL 36'W vF'ORCEDCONCAFTEPIf'E X05 `` DEMOLITION NOTES AND BSTiMATED QUANTITIES INCLUDED IN THE OTHER ITEMS OF WORK. ,.,c 1481E 160 `F O' .�--LL 3o•Ft��tcECCCNC:.E-E O c0>wST+�rcT a'xA'AEtnFOACED coNc>xFTF VICINITY MAP BOX ImOiCATED ON►I.AN AHp PnOFRE 7 . PRION. TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT O rls->.LL311'ISFn�FORcfD cC�csc;c 210: 21 tLF CALTRAHS STD o-00 NOTE; ALSO SEE S1tEETS 2 A 3 OF 11 (STREET PLANS N T S SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL '? CONSTPuCT►EACWA%LLFOA3a-ACIs i EA TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE O CCNS�RJCTT%QA&- CNS.A%:C-UFE-AC%:C ANf1MA"R04W FOR DEMOLiTiONOFOTi[EKSTORM DRAINAGEITEMS. ANALYSIS AND SAND EQUIVALENT OF AGGREGATED BASE. s 0 2.02"! EA G CCOkkSTftjCCITY OF TC00CMTEEARIO (AS Ar4C TIOft STT ;s, i EA BENCH MARK ' d0 OBS-ALL sr QED cCHc "S lmLF n W-40,00 "00 GROUT w rtAC.E 18' s`' 016�D 4 s COUNTY *BM 01087 8 . PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE ANDO CC NS-Va � WX41r,.0CED CoNcx--E gal 2e CONSTRICED CT 4'x3.OWPOORCONCRETE J- _ 1" Round head bolt In concrete Curb PAVEMENT TESTS TAKEN TO CENTERLINE STRUC'T'URAL SECTIONS WCiCATEDON"ANO aSC> LE CAL-.ASS 5-0. Box ICAL-AANS STO D-90 (PRIOR TO FINAL PLAN APPROVAL) . 0-8c �eLs at N.W. Corner of 4th and Et1wanda - O CONST�iIJCT aE+MFOac:CfCON COM COCQETE sox - 2❑ REMOVE EXISTTNO 69 REINFORCED CONCRETE PIPE I f0 Lf OCCNSTMUCTMRFvNWCPCE:)CONCxr- -_30x BLOCK oti LINE 1' (SEE DETA1L S►•EET ,a) Elevv"on = 1043.39 9 . IF ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A CAL MANS SrO.D•40EAFTHCCvEPtAS NCICATM O CONSTRUCT CATCH BASIN PEP LAC.FC.D. SOILS STERILANT, REGISTERED BY THE E. P.A. FOR USE UNDER a''"'-AN ANO PqOFILE 3=LP STD. 2-D463 a REMOVE EXJSTiNCf RIP- RAP M SY A . C . AND P . C . C . , SHALL BE UNIFORMLY APPLIED AT THEO CCNSTWJC•;4!MSPEMW@ACEDCONCAE-ESCx BEARINGS - BEARINGS ON EXISTING MANUFACTURER ' S RECOMMENDED RATE FOR THE FULL PAVEMENT CALTaAN3 STD D-0 AS IN0,CATED CH PLAN i Pll"kE 152 Lf PROPERTY LINES IN ACCORDANCE WIDTH PRIOR TO PAVING. 1a CCNS7r ICTtSSCVE 11 COHC74M LN"GV CIPA- a FCA 4 REMOEXISCONCRETE HEADWALL FROM C X IOC SOX CULVERT IRA X.•REtat*OAA nCONC:E--E30x ILC s-_ ❑ WITH DATA RECEIVED FROM THE 1 u 10 . AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE 414 Q�t0001M SEE DETAIL So-ErT 12 COUNTY OF SAN BERNADINO. SURVEYED SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR 1/ CCtiS-auCTCONCRETTME,ACWA "M!EZ-XAPOINO �1 REMOVEEXISIl CONCRETE HEADWALL ROM 36R.C.F. ISA BY GLEN L LUDWIG REGISTERED GRADATION OF ASPHALT PAVING. �N-fSM Wo FOR=A'a:r m1 W ;4 � STD 312 PROFESSIONAL ENGINEER IN THE TRASH RAcx 1 iA STATE OF CALIFORNIA . SEE SHEET 2 OF 15. 11 . ALL GRADE AND SUB-GRADE STAKES SHALL BE SET BY THE 12 C'+�5-�urCoNcaFrfLc,cvAAuy,•,E-,•,�:ro i� MMOLISIIE.WilNOCONCRETEFLUMEMNDREMOVEF1ROMSiTE 36,911111 SIP` CONTRACTOR . STAKES SHALL BE SET AT ALL HINGE POINTS, CTL>r-Y M.IQs RCA 34•;,:.;1 WMH R S7:r 3!2 EDGE OF PAVEMENT POINTS WITHIN 0 . 01 FOOT OF SUB-GRADE TRAS,.MCX 1EA ELEVATION AND AT NOT MORE THAN SO FOOT INTERVALS , 13 SEEcirfoF6NT�R100uAN'r!TES , ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY UNDE1tG.R(MMD ALERT �� CM (11100) 422-4133 ENGINEER AT WARPED OR VERTICAL AREAS . O CCNS-I;UC-CATCH W;N .;k= M, . 30C 12 EA 12 . THE FINAL OR SURFACE LAYER OR ASPHALTIC CONCRETE ROADWAY 1s CCNS-rsUC. sxira'CCNC;:E CATCr•3A;.N 1•�p r�t PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND � "�'���'� 1B'° LEST OF t/r1.A���'tf�� �' K LOCUSNE �� (>!00) 422-4132 T�eSCft� Fi LOCA S2 UTILITY LATERALS (SEWER, WATER, ELECTRIC, GAS, OR PHONE, 1g ccl4s-AUCCONtRfTEMt%,)-O E•ftc s-D 314 11 EA P.O. SOX 2920 MAINS , OR CROSSINGS ) WITHIN THE ROADWAY HAVE BEEN POKONA CALIFORNIA 91766 INSTALLED , ALL ON-SITE IMPROVEMENTS INCLUDING ALL 17 CCNs-_AUC-CONC:.E ekU4.mHOtj-RC '-:7 5 F TiTLE SHEET GRADING HAVE BEEN COMPLETED , AND ALL UNACCEPTABLE ,g CONS AUC-cONCACrEJUNC-X)N"vc'ARE SOUTHERN CALIFORIEIA EDISON (714) 529-2070 PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND ILC S-C 331 1 C � COVER SHEET 1 2191 IA-ST BIRCH SIRFET (714) 529-2889 REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 1s CCNS'AVC-CONCRMTRw5rT10NS-%.UC',oE• BREA, CALIFORNIA 92621 LACFCC STU 2�23S 00MF:fD) AS DE-AILED 1 EI► ' ON S-FFT 13 ' LAYOUT PLAN 2 13 . THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, ; O CcNS7RuC►#ACWALL�+-ZFCA trsfwr-a CUCAMONGA MATER DISTRICT (714) 987-2591 PAVING REPAIR AND PAVING REPLACEI+!FNT IN CONNECTION WITH s X -S Art-NFORCED CONC;.:c SOX AHO L "Aw. 9641 SAN 3ERNARDINO ROAD SEWER AND WATER, GAS , PHONE , ELECTRIC, OR ANY OTHER Vr--- s x 3 PRV SACID :CNCAt 1 DOX I RANCHO CUCAMONGA, CALIFOMA 91730 UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF sj= ==-A:L90.1712 SEA STA. 0+00 TO 13+00 3 THE CONTRACTOR AND SHALL BE ACCOMPLISHED IN COMPLIANCE :, C`, ;,-_` � STAOM- . 13+00 TO 25+20 0 DCA GIZLEVISION (714) 987-2225 WITH APPURTENANT ORDINANCES AND STANDARDS . - SE- AIL"-7, t3 (FOR W st• 11 3p.94p l 3 6A " " " RIB O CUCAMONGA�CAL.IFOSUITIE RIfIA X91730 I 14 . WHEN IMPROVEMENTS OR PIPE LINE ARE TO BE PLACED ON wC--==sl"PECOVE,,,NGSATCUS-.NGNEACrAL: s LiNE 13 le 1" s ' NATIVE SOILS WHICH CONSIST OF A ROCKY MATERIAL , THE AS "::ED 0ALLOWE.�"�NCgOFrX�it.:S + I SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH $&A INI-IMaaar 19'1' LC.YE wCw & *Dm S SOUTHERN CALIFORNIA GAS COliPAIR (714) 394-3835 1050 OVLkLAND COURT PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS 0R O 4V5-1�4C`It2wrVACE cCNCxrrr t 11000 SAN DIMS, CALIFORNIA 91773 DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL ONS_At_4ttwtE>N*OItCEDC- ,tom lB�F LIVE "E": OF QUALITY BETTER THAN THE NATIVE MATERIAL. v STA. 9+00 TO 13+61 7 O SEE CrTY OF ONTARIO OUANTTTES 15 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR STA. 13+60 TO 22+0A 1 POWER POLES , WATER METERS , VALVES , FIRE HYDRANTS , Q DONS-WX-LACPCDtCT'02-0101CATCH 9AS;N 1tA STA. 22+00 TO 31 +11041 9 ETC . " , " SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE O 111FLOCATTCOS-INC rCAs rev RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE , SHALL BE REMOVED , O C"MuCT ?saiwoacEDCoaca>zsCx toLt CALTtlA•N s s TD (>-so OR PROTECTED IN PLACE, AS REQUIRED, AT NO COST O �-ST s„immeucc,_,_S.._, (,E wE" CONNTC'TQR PIPE PROFILES 1s TO THE CITY OF RANCHO CUCAMONGA. !-0144 FOA Ir 0.0 P. y S 9A 16 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH MLOCATECas-T"i°rGAS WLP UNE "C" & "H" 11 DESCRIPTION OF REVISION DATE CiTY �� 1►f'11.OtrEO BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES, Q MIT ALLflMSHi4tCOoN mt&DWAL:FOP Q�`�FE'''_4� - TWIN A8'RC1, LACFCD STo 2-0 TA I t wODWCC w w / `p J. SHALL BE PERFORMED AT NO COST TO THE CITY OR RANCHO SEE DVA& SHE" II. 1 EA LiYE j 7 �Q��h 't1pJ .ry CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS O Cmc.4TRUC'T,IUNCT10�NfTALAtCFC'OS7O. �� �f = CITY OF RANCHO CUCaA.h!ON(--%A SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL, 2-010 FCA 24•PLC1. IEADETAILS 7O PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR >, C0FaTW.)CrANIICTiCPItPT LA�t�. CITY OF ONTARIO GENERAL NOTES l SURFACING. O 2-010 FOR sA•act. 1 U1 O CoNarm-CT JxIi DIa M LACE=5 J 1 I, STORM DRAINAGE SYSTEM A.The contractor shall ehtais a we-fee traffic eMtrri per,rlt 48 hewn Friar 17 . ALL MATERIALS i DEBRIS RESULTING FROM DEMOLITION SHALL BE 2-01"FOA 3r IIC.P. t u to time of construction withta the public ritht-of-Tar. The Coat raster Is �f�Aii COVER SHEET HAULED OFF SITE TO A SUITABLE DISPOSAL AREA. referred to Iectlow 1-I0.) of the standard specifications. OCONS-'aUC-TTIII.NSMIDN S-RUC URF LAC FC D 18. CONTACT UNDERGROUND ALERT AT 1-800-422-4133 AND AS NOTED M2-0239 /tA 11.7he Contractor shall renew or replace a" e1tiotin4 traffic •triplet sod/er e UT CrryOFOWMANOOUANTTTES paveoent b t markings, .Mich during his operations hovee" tither rt"ved or UTILITY COMPANIES AS REQUIRED, TWO (2) WORKING DAYS PRIOR the effectivtncss of which hat rete redared. 1lenewel of pavemewt striping TO EXCAVATION. O and markings shall be dews to eoofet�nce with Settle" )10-).6 at the APPROVED BY. � DATE. S7 AEMONE 6 AEALACE ASPHALT, PMVEVENT G : STD 120 450 SF - Standard spec„'"`''"'. COUNTY OF SAN BFRNA.RDiNO C.W►ere utilities wetd to be supported. said supports shalt be CITY ENGINEER RC.E N0.24953 to accordence with L.A.C.►.C.D. Ster4srd 2-0173.1, .2. or .3 tseltee DESIGN T" RECOMMENDED otherwise indicated. ACC:PTED L , DATE RJM "'SSER FABRAP . i D.sesisn of the pipe •evwn hereon Is Mees Meed se the esra.,pttoe the pips III INTERNATIONAL will be installed I" accordance with case iII bedding as ahewwt ON L.A.C.►.C.D. Standard 2-0177. volese otherviee shovel. "W" value shall DRAWN S24 West PeaMtree Street, N W. S "T be as specified on L.A.C.F.C.D. Ston4ard 2-0177 for cast III ►odeling, CITY OF ONTARIO JBG PO BOX $44580 15 Perot 3(a). 3(b). and )(9). If the "Y" valve at the top of the pipe is Atlanta.Georgia 30MOM or eaceeded. the rodding shall M areditie/ sod/er ripe of aNlNeetol r r- DATE CHECKED (�) 876.3800 D +t° 1G NO e strength shall be provided. The prepared tst+diticatieo oholl be sprreved Av..LP ' EY �', �� " RCE too by the City Legineer. 1'1JM DATE FILE NO SHEET._L_OF WHOM am= 10, mw�mm1wvwM==mmff iPlEr!'t...... !ri6� ltifdJ X A00. 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IMJ'JI sr�}'x1�+.,y t i9+rwe,ip*,,r�d*tea.J��,,Jar. -4;11 CITY TY t RANCHO rCU "^1``�i'94 4 ok".0 400 S+r.w#r .� 1 \, h Y./ it A*.rr'+F*',,�r**ir+g'.r.ww JIR-.-iw#. _... .._ . STORM DRAINAGE SYSTEM wr#v,bw«•Rs: ,, w:aoosc��rhF o r mt.rr«r a•s+I� rrrc W a:Te d cIr W1It oa,1} •+�- +.A.o.. a•0A"Ma'am rLrw.0411'" LAYOUT PLAN ti. tM1r IN"+fa11ll.d1'! #tltMtt iw wif37 MMrt�►iLr1�Y;LtM!M19.a1C4�lr�#0 tM .W,.r....a.a„a� 'aW"�"�„'�`�"�"�", ,,,,,+r��,,� c,rwr#M Itt,tLtV. . ., QTY OF SON FmmAmybtltt0 .moo!rr �, ao a 4 40 Sao aTy pra r� SCI«c���5� sy 0"OF OKM FVO -Y 6-two Jags amn nuc .. _pr. la Fc r+ SHEET—._-OF 31r r r RE,4CN /00 �R. STORA�f O�?A/N.4GE /AVOEX ! AVO. O QIES/G/V Q*` L WE- SHEET Q 3-4 / 41d4 c& B 5 • t i2 ons C G ' .� 109 C& L i; D L 1 \ 7-9 ff97cPr usur �1 �,, / _ r ,1 = --- ---- - - - �_---- _- -_- ---- 1 • \ % _ter r ! /n / � T .�/4C 46 9-f 7c Is L . A. 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Wil' Noe s-o I I NOTES • 7er= V57 5 , r, ` , ''l �,. 1 ` , N See�SA a, 1 v, V ~ / N S Forc�rlfi+uslior� ` I IQC' SAN 3?O 7o.05 ' rat x I L� ►fe � vh7tWev x ��f*�•ri,�e CA'�.r'-- � ILL'S ► j x L 2J l $ — - i •Tent Gam'. 4— -+- w Set hr, olop!el *P it ixl orf etr* I ! Tows 105,5.9.! �. 1��I r '� ® / A�I '' _ 1 I � s txr�hrr 6�'rr•..�'rrr� ' LEGEND _ � I ® Coll,�trrct r'►�' � m� , . i ! w i DESCRIPTION OF REVISION DATE CiTy I EXISTING PROPOSED , �rE�� t p�r�►. C•�1J�/f+'� v-ero I � 41 =E"co cAt Iw-OPI►l lair SH is I C I T Y OF R I C O CUC�Pilflr ^A �-- Te%/iorrr Cat�/vi1 �E,ris1.) X1047.3 SPOT ELEVATION � Gb�►slruc►1 elar� /4LIIK �r l ',�OM1� RC 51d 3/p Ti��•� --1045 �� 4 �-.. O , �' tea! � IVA1! a aw A&4 (rx w.� CONTOUR !o s ) SANITARY LII Q Ger �eorh Are e. s� o� � ,c� 40 20 0 4o STORM DRAINAGE SYSTEM C}+ns�rrc t L1r ---- _=O=__s__ SANITARY MANHOLE p oar- GRAPHIC SCALE LIFE IA' __=so=_ __ STORM LINE - yrs• fb�r� �, Apw PLAN & PROFILE STORM MANHOLE -_._ - �- � 7 Lar��rr►�S' Cam /ide-l~ 00�1�•� t'�/i%� 1. r '!s Sino Jv STA. o+oo 13+00 CATCH BASIN ® Cbz-�/irc-t ct. s 'fC� ---�-_-- std -c�eg FA- �s'�cP COI TY OF SAN BFRNAROI O APPROVED 8E* '� - Q4TE: GAs LINE CITY EKGI[�EE �!� -� RC.E NO.2--'& - - T- - - TELEPHONE LINE ® Cbn�irc> ✓rxf/ens 5'fi�s��s'�ilL^�CO COUNTY # FV 01087 $rf! E-D/�9 ,' "ljC� ACCEPTED BY DATE DESION . REccie::"kmD -..� �OSS�t FABRAP -- -w-- - WATER LINE 1" R�� he bot In oc curb O C'onrh-,vct Yo'v6:tio/I 5'1vwell re ,lAC'fL'O Sid X0If" -m INTER _- -- - LIGHT POLE at N.W. oc� of 4th a� Et - a Aee nre And -*to%.e ,4!5rAvss g r�•,omog elt CITY OF ONTARIO JeG $ ,&ft - ' 15 �R�vrN ai�:`'7 S2a West P.acrmN Strst M.1N. :t -P POWER LINE Ek��n = 10433 _ O PP W GY' ��ncr�o C'•vaoi 5 /PO. ACCEPTED DINE + E. no a CHECKED -���� '��-- p�EA�"tkG I�fCS PO E R POLE - �� �'�'1 RJM DATE {' I--�,` FILE NO L�9 B D SHEETS_ OFi ! t t - - - I I _ - - - , ► _ _ _ - - - - - - ----- I - - - — - - - - gV 1 - - - _ I , 1 1 { i / -_ --_. .-- -_-- �.__- � --�i -1( __ .._ —_ �._._ __ - ._ _-- _ .__ -.. _T -- - - - - - ---- -�-- -- - _- - Y - -•-- - -- -- --T_-- - __ _. ' 441 ��tt I+ _ I I 17{ F r II { t 111 I 1 Ff , , 1 } I ' -LL tIL 4 4-- 4- I } I - -- - j -- - - -- - 1-- -- - -�- - -4 -1 - 1 - _ I I I , e I f,. s - , , f . ' 9 •, I -� -- -- -- - - - - 4 - t + .: 11� f6-7 4 ± t { HJ ' I _ - /4j 41; r I } �._._ 1 �- S: A I - � I • I ; ,} 1 i T -J, -4-4-47+7f If = I1 -T _ ._�_ __ _ -i - - —�_ __ _ __ _. -_ - _ __ _ - _ TTT TTTT TTT ` I ' - _- ___. _-__ f"`.:..d _ - _ i -x - T } 1 k - t l , -- at- - - - - - -- - 1 I / - - - - - --- - - - - - --�=-z - 1- - -- f -} - • - - -i i _ - - - - tz 1- r ' - - { _ _ • -- f -4- f + t t 4 J ;4" I - /4�� •{ �+ . /J•DO KO010 j 17�G0 o6 **� *Q7 \ l/+010 lZ�Gt� ;,� ,_.� t3�Ot� e4 00 e!5f� / � �- �.l _ 'FCO _�� ------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ . .- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r I w _ .. _ _ - -. -• - -• - - - - - - - - - - - - -• - - - -• - - - - - - - - - -. - - �. _ - _ - - -��- _- -.-�..- - --2111 0(4- - 1 - �-2-1 I- �..-- - - - - - -- - - - - - - - - - - - - - - - -. -. - - -I- - - - - -•-.--..----.-..--.- --- -.--- - -- �� -.. -•..--- - -._,- -»�.-���_•L'- - -- - - - -4 ,. -..-.. �- - -�4 - ��� •� x — \ --- - -4• - - -- - - - L- - - - - - - - - - - - - - - - - - - -- - -•- - - - - - - - - - - - - - - - - - - - - - •• - - - - - - •- - - - - - - - - - - - - __� - _ — 0 E H 1 0 4 O C ,r C - _i Eid o a_ 17 - - - - - - - - - - - -- - - - - - - J- - - - - - - - - - - - - - eloi en 0147 QIr OAR. +0 -7 /n A,0 !ob 1 >R � Tirxh Lb�s ...1,en, �OT C�17 Ilii/! ` ��� '�•�� �- \\ `� � A/ w x x 1 x 1 ' ;,z4tq�,* - x LEGEND . • { f i \ *^ t _ . BEI�;,H MARK - -- I �, CIT DESCRIPTION OF REVISION DATE EXISTING PROPOSED COUNTY #PW o1os7 .� � � 1• Round �' � i , �� � CITY C� RANCHO CtJCAV0Xv,-jA X 1047.3 SPOT ELEVATION a> t N.W. g corner of 4th Et �ss � ' � • — 045 �_ s w , " I CONTOUR 0045 Eton 1043.39 \ ====S===== SANITARY MT f �� �`�. w �QOFEssio , LIVE _ i ,� ,� I.& e STORK DRAINAGE SYSTEM --s - �! Remove Ix � -- ►�r fh.:• 1;40' 6 ar c u/rrr-f. '' x ,y o� � , Z _ _ SANITARY M.ANRXE ® � LINE 'A' W __=so==_- STORM LINE U !�ia►A f1C/9hr� Gl7v►:'/tl'1� Hs�►a►'� fibM ti'a . LG =-m===so== STORM MANHOLE �. a,,, s - _ _ _ f �� PLAN PP�FE ® •�sjiv:-t 7 . 3' t•n�v•acrd caeelw� ^ irG/r.d'� .r /� ec•�r as .ix�cel�d on f./c. x 1 +i` G`' STA.13+00 • 25+20 CATCH BASIN ----" P''° '�--� --:_- - Of CAI AF /� ---�-- -' OAS LINE x � ARF'6:OYED BY: OI�TE� ' © Co xst.,a►c� C�,-� rigs.-!�, .S��L,Y l ArrC� 6 P-�� - �e CITY ENGINEE RC.E NQ. - --` �� `* i J.r.-- TELEPHONE LINE _ oEs,c�a Z.. RECOMP-ENDED ,�cccc�t� © L3�esh►,�t-t C�r� /� /�P.C.' ' �- - -w-- -- WMATER LINEFABw RJM � kb L 14 HT POLEE,ristin, �� -/ � /is m iI/r'•�his-1:1l f C1e f � 40 ' 2D 0 40 soNTERNATKAIAL -- DR11Yw 1N. E T 4 15 � �;__._..__-� JOG P �� -moo of \� NI � POWER LINE � Ca�rrrt �/�fo� 'gym'/''nr L�C'�'D 5'lD. �A�� /'S� � '��.'� yGF��. C SCALE o I '� L CHECKED Int 973.3,1% �.�, 0401" c NO 12-7 -lLi 0 p POWrR POLE 1 I _ __ R-CE NO—__- 6, RJM DATE !� a� FILE NO L ,� SHEET OF 31 f 7-7 __ - - _ _-�-__ __ _ __ _ -_ _.. _ _ _ __ --. ___ _ •-_ - . _ -•_ --_ _ _ __ -- -. _-_--. _ _ --_ ---_-. --•_•_.•-. -- . - _- __ -•--__ _ ---_-- -- _ -_ -_ - . _ _ __ _ .__ -_ _ _ -_-___._. __ - _ _ - _ _- _ _ _ _ _- __ _ _ _ .�_ ..- _7. .�_ _�- .•. ... _�. _� -.- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ ___ ___ _ _ _ _ __ ___ ___ ___ ___ ____ __ • J _l_._l- __! _l__ __ l _ ; l _L__ _ __ ;_�J_-__ __l___ -- -_l___l-_.!.- ;____ _ -_L _1___!___J_______ __-_L___l_ -1_ _J ,_ __ f T. 1_ __ __ • , . __ f . - r , r r I 1 - - t- -t- t- I i f 1 1'- ,- - -f f- -1- _,_ -1 _ _ _T_-_1__ 1_ -__ _ f___T___ _ _. ____ __ _- -.l_-______ _ _- 1 _ 1_ _l__-i _ _ __f___T___1___� 1- . • f f f . , ' • 1 ( 1 1 • r t \ + . 1 . , • . , , r • . r r • , r , ♦ � ♦ ♦ � r , • _ ._ l l_ � � : , _� _ _ f _ _ _ , _ _ _•_ _ _ • l _ 1 1 r I 1 , r , • • 1 • r , , r , , r � , • • � r • , • • r , • 1 1 . • 1 , . . , - 1 , r , r • I 1 -- - - - - -- - -- - - -- --- -- -- - - - -' -- - - -------------- V - - ---------- __--- - - - ------- -' -------------' ------L-- -------------- -- - -• __4.. __. •_T__ _ _.... ._ ................... _.._.__..._. .. _ _.___ � ___-. � ..___.______ _ _......__._..__ __.___ _ _ __ _ _ _ ._ ..____ _ _ _ •_ _ •1 1 1 � 1 1 ; 41 r • 1 (moi � 8 1 1 1 1 1 � , r 1 � a O\ Q. -• ► r �- - - ► - - ---------- ---------•------ '---'----�---' -� t 1 X 1 • ��) � I 1 1 • • - S 1 i ! I �D AA 4J� , O ' Al , . , I 1 , 1 I r r 1 l , NWAPO=/064 tt7 ; 1 . . . . . ' I 1 1 1 r I 1 : � r t Z � .i Fit+ 1 -• � i ' r r r - 1 / YAW - - • .------------------------ _rT - _ _ • • _j_ ..................................... _ .. - - ...- . - --• -_ -_ - --- ___♦ _ . -_1-- •.y- - ...--_ __ -- -__ _Y - • � L l ; � _ � ' � _ 1 : r � �. � � ' � � � � • r � � ' � 1 r � . .1 I . 1 1 � • . • 1 1 • 1 - 1 - 1 ' t1 ' 1 r '!- -I- f 1 "• r ( f 1 • I 1 1 • • r • 1 � I + , � 1 , , i . , I ' , f , , f f 1 • f t 1 ♦ _ • � � t � I • 1 • l'o 7 1 1 I 1 1 1 • • 1 • 1 , • r r • . r • . • , , , • , 1 T 1 y 1 M • 1 it w•1 1 -. i..- -- ------- -- -- --- 1 / i BEI1H MARK COUNTY # SM 01087 LEGEND - I" 1 Round heed bolt In concrete curb Dt N.W. corner of 4thnd e Etlwenda EXISTING PROPOSED Elev"on 1043.39 X1047.3 SPOT E LEVAT 10 N • —�045--- CONTOUR --1045---_ - - - - - - - - - - - - - k is _s.- •-- -- - - - ====s===== SANITARY LINE $- - SANITARY MANHOLE ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ===SD== == STORM LINE >l STORM MANHOLE • CATCH BASIN ' - - - -�•- - - - - - - - - - - - - - - �-- - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - � - - . 1 ° • Ilk . . . . �\ ��s 63�a'� . . Ail _ L rO E,rir► :. Pim _ . :7 _.. • - • - , 77 �,�� yg ,. Roo- 0 . . . . . . . . � Q�ort 41C�s . . . . . ..�.. Y,b /ews,moo / C,P . � .l '/�Tl'p C)� �• ,00e 1.1w , All 15W 3�i1011i-15PI IV.-Of/ w L /AVE 'C' G E- ��• _ t � i j 41 / r t�_ � 1 010" ' 1" Rmmd hill boot In . �. . - curb at N.W. ccs* of a" Et -� . L EG E N D s E�-�fosm 1043.E EXISTING PROPOSED \ I I \\ X1047.3 SPOT ELEVATION ' \� ---1045 CONTOUR —1045--- SANITARY LINE I !t s__ SANITARY MANHOLE ==ISD:: - STORM LINE STORM MANHOLE ; I \ Cornee&to eris/. piw I ,A!�i! \� \� ��� T/ 'it /� 5�`/ 'f/%d' / / / m /nr. t Xb9.�G Tom` �\ �� .�.�` LiRC�Cl/ 5`fo' Q-0?3� .Aect�i �d CATCH BASIN \ Q ,I✓.�! O=/�C.9� c �► t ---s----- GAS LINE � '/ � •�� ��p�' se�.F-.�",�cP �� F•r'`\ rte- �f�� srs�t i.3.r��, - - T-- - - I Connec`f+M.f/ ' \ -�\ TELEPHONE LINE I / 6 /O. •� f/� I -- -- I / .�� /O.�P ----- — — —— Q><►� 5 \\� -w- WATER LINE I - , - r •-� LIGHT POLE „ POWER LINE O PP Pay .. 'E R r POLE � I �i�ir�h► !f' Awn � h ,� _ � ... _-�`" _ ='- _ __ -,41r ( � ' • � -tea -_ =� I � �.� ,� 0 I s - l DESCRIPTION OF REVISION DATE CITY I I I ( APPROVED i CITY OF RANCHO CI�CAI��01�GA I Rof ESS I STORM DRAINAGE SYSTEM I .^•?� � i 1 1 V.1 • _ ccwsr�►a� �nrE� LIFE C & L1 P/oE alowz- 0 •4''/ PlAr erg%E ZWr,410P n �x PLAN & PROFILE PI. 5)s O� 3769 0/i✓9TI1 LL 3 G" I!. C.P j � d r -51p 1.01,5 Ay J/!� �/NSTALL Sf' R. C.P. �. I _ - • f� .4.OO _ _ APPROVED BY DATE R s �Ob' ,,, ,y q�► 5f0 .'fid CITY ENGINEER RCE �.2 ,53 T -PP-W G' �t'T «�2'�PE1� ,�✓ v!E ,C s •f/.��' Y&171 y /nnorf E/erP/ions' Be/b*7► 6f�ifii�9 T f 9. d!a' .. C'G���iliCtoi! /f Dif irnt f/rai T/bse L ' /9 G4 oo aw GL''T ��'M'CITETE 7T/O.� STi C,7 l.�!"iL'D 570 P�F'..�5� � DESIGN c -. Ci R E r M M E ti DE ,t1'STALL rRw5w oferS ,W A"CWp Ill / c:P 7WW-Af' ' / . .I fied� — -- /�dicar`� /� D a e w h R J M ® s .1L''o 5'��..-�s'i��'. _ INTI= L 5►► . a men � E,riatin9 /Ye�Pl/ ,ocn" g6' /rl.'� � �•�!-.z�,,�rxt�n ���i'rtr/r .� 40, 20 0 40 @0 424 wo►Psarm.�Servet N.W. -- - LGM-- - P. Gwvq%ox a -0880 _i 6 x 404) 8i6-3A,?0 -_'=ylfl w0 C Ill Mt ACE NOa !f n N _ n .A.� �, SCALE - RJM oaTE / %��� FILE NO SHEET 6 OF 31 1030 X30 t IT to U H F°`y Q,M.• Q9c ' � /ir * G fps - � •t � � ■ . ? i .jO4O Aiwa '44 or 70 l a O-Lard= oo - f/v ;r O Ci \ � ,N t�ni \ _. -� � �l �•� � . � C�� � . �"xi�fitr9 b W . . . . Qie�s:''619 : Ar /4�L ____ /ASQ_ + — ` we ti d< e- 2P"�C'a d �. • - N • EXaf'� G eu�d fioisJ�d &V41"d ( • ,b�i3 j � . . •Gl,i„ _-- �-J t— SHEET , Wo YAW �. . . . . . . . . l XF E. . . .. . . . . .LINE J . . . . . .' SOLE= Vsrl /sW, SC.44E: .Vc/t/000 . - - /030 - 1 �i�ar -of P'f0o 'VowBEI".�H W1�4RKcx1,�E �T.4 COUNTY #SKI 01087LEGEND R Re A�boleg : 1 Rvek C�ssife,&Aom „4A P . ' T 1 Round h�-.d bolt M1 COnCr�te curbT* EXISTINGi ra, � .r PR PQs �. .� 0 OSED r X x p�/' ti 6/ at N.W. c ower of 4th and Ett -ends t Av i Dlisn�r�t o/ k� 9t' Pl"ere 19S/!�1/ es 90 . � ,�� AzG� ../i .� E1�•€t�on 1043.39 X10473 SPOT EL.EVATION Bobi15"Above &vat Y os1 / CONTOUR —104�— SANITARY LINE S-� - SANITA Y AN R M HOLE - T RMS 0 L NE STORM MANHOLE %CATCH BASIN Ste niv M abo✓ r /( �5Y//� � � 6 � � � �� 10i '� E a f�s�'t��-nt ---G---- GAS LINE TELEPHONE LINE �j,,,- :y G � � � � ---w-- WATER LINE 4�'b"'be/ //�+-o CY/.�h-�i� ,�Ar �' /'ir G+w•,! C G -d i -\ s i 5 • ,�w J6 /// ♦-- LIGHT POLE Alydluw/gin —-————-11, 011�11110 POWER LINE Qj ,his/i// l8 �hn�b-cid Carr Pa ��' .� " - 7 _ --- _ ._ E�/� rn H/J✓ oPP POWER POLE _ � , y5'/b' 3Gb 5,a//waw ---_ - --T� L //� ..- ' tom - -- _ - t -,_ _ - - - - - -- �.� _. �, . ATER VALVE - --�-- - 'mac 7 UEL L INE r.4'Reir7/v-r�+o' 4- Air26.9� - _ e" F F Boxsn7e I /C3irr�� s sro oeo. ET/WAN0�4 A16.. --+c"ux?2j hcrs e s e Ply ape el ya s t t rishixtiosdw-s/i ass rio dam /b �' Zi - - ` - .o/ioa vnf/ence of ri'�'PS �' / = - - -- - - -- - =- _� - . ' /'r/y (LAX%J�� SMH _ ; — I - -�' – '�- ® ✓ G. ibPS.,i I {{/ - ' I /� Sa'wpstrvt.�f es'W-Y �- ax ,�SY�f ri'x p3' //1r' ' t ' I F�:nljrr&y eNm-rri ei r ofi�d ko/'/,O J'r i ,nom H .SIG uhf� �.--'7v DESCRIPTION OF REVISION DATEAPPRovEo cwzs,-rrf �xrs Or_�c.�e/ivr �, 4t CITY OE RANCHO CUCAI ONGA / +` I' �\ i �r�?��O / STOF�M DRAINAGE SYSTEM � LI[�E 'E' LINE 'J'%v � PL•AN $c PRC)F11,..E PLAN!" do PROF1i�E /�v_/0,19.05 '!'i5-,8R 34"CMP M9+00 -X13+75 . I�KIY. /�/-Z !' R .� .�1� �� !OAPPROVED 8Y: DATE -CONY OF SAN B �i( RC.E 24'53 � /�nc�=/43979 CITY ENGINEERC'arx-else � evIlI ',�' Sfw DJm DESIGN RECOMMENDED AGCEF�TEa 8Y DATE R �aSER FpBRAP'SYorm Ora nge //tm5 5� Cffi % 'tii/� 51Y 'f 'T E/ S e:/ /3 s�►f ✓-� /! 40 20 0 RJM ey � , / �h� s�AWT 40 so INTERNATIONAL �xno%fen �I80s 5•/fA 2oP/� ' �f.C' Gi`d30o � —�j1V=,� '• ✓= 3.5 .��'R.ftO Jed P--O/B� �'" =_ _- DRAWN SHEET_ _ _�__ CITY � ONTARIOLGM �;. P.q.e�x y,��;, 15GRAPHIC SCALE —oF CHECKED -ti97 3F' �fiACCEPTED DATE D1,y No- 1 _��R,!� °''°'�_ RCE NO—__�;fvi RJM— GATE ' - —4{ FILE NO 7 OF t 1 I '� 33 7 C>� g r - VIM /7psO AIMArd= /0.46. 49 I 337 c/S = I I 1 ♦ . /s app •�,5 „�G.P EGD � � /00 I - Pef j D = D- LW t ' + '& ' A?C'6t p. •i9% i'rrrc ( j - - - -- 1 _ 1 - - - /9#� ,!<� . G� •C OO /'IfG� �G� /1�G� AVIV," BENCH MARK LEGEND COUNTY # P-M 01087 10 Rc+t� htr-sl bolt In c6n� curb EXISTING PROPOSED at N.W. corner of 4th and Etlrmncla con 1 .39 x 1047.3 SPOT ELEVATION ----Boas---- CONTOUR 1045— Stas /b �B.5 Z ====s===== SANITARY LINE Coro' LEFT P.Ce*IA NENT --�- -=5== SANITARY MANHOLE $ 16 ,0 5 EA 6EVEN T -_ -- 72.5 LEFT -- =so -- STORM LINE OLF-I5„QCP T?.S LEFT RrVMANENT RFeMAA1FtV T EASEMENT. -=� --5�-- STORM MANHOLE EASEMENT m ` �' �iPM4/VENT q,, 1�J CATCH BASIN \OP ,l�1 oEPMANEMT O� ' O --G-- GAS LINE E,�5EMEA/T I - - -T- - - TELEPHONE LINE E 7 l t11�/!� \sig F \ 6 L EFT -- -w-- - Ape 1JJ !6 C. � lD ' �C. ol, JJ ' \ PE�PMA"F"r WATER LINE Sc�9esfed ►' _ _ E46FAMC/VT --- LIGHT POLE ,= 6.3' w=!o,' - /O`V- �.5 ' _ - -P- - -Z: POWER LINE n. R. �1 _ o Po PDY'ER POLE . - . F 1� - FT - - .. — — - — — — E / ,LE c -.Q V 4 v / F- "O L ink MN E N RG. �;d 1✓ / O�viPs3ion, 5« 5fi1' / o!15. fyPJ F vs�rxt,+�� �>`�E - oc — �d �" Nom•, � u�. - -— - -- — 36"S . _ 36"s 36.,S . h e N - SMH 3 �„ 0 N00 1801E ETIVVAN ?A AVE IS+OC�- 16+0� 17*OC --10+� 19*�-- --- - 20+00 =_ - - --- - 21+00 MH Gr Com` O� CITY PP — /��—�1� � P ��0 PIP P` `\ DESCRIPTION OF REVISION DATE APPROVED , J B' H/� sir h _ - S 1 - Ea CITY 0 ' RANCHO CUCAION'GA n STORM DRAINAGE SYSTEM S CON�'TiPC/CT/O/V NOTE5 . LINE 'E' NOTE : FOR CATCH BASINS AND PIPE �. 8'x.s' .Qfi�rs��:^``� ��1'C'�ElE a�•r, PLAN - & PROFILE PROFILES SEE SHEET NO. 10 l N5 rwa_ 60 ,?E/NFDaCEO CONC�PETE gpE, UNr� E STA. 13460 - 22-F06' Z H STORM DRAINAGE SYSTEM lN5TAc C 66" SPE/NFO,PCED COA/Ci?ETE PIPE)�iNE'E' APPROVED BY DATE - �✓577Qff"TL ,49" CITY ENGINEER G� RC.E N0. 24, © LbyY5''el•�7'!.bre)lrZ Z /1i 'HJ1 E 1TC � S i� DESIGN Rd�FR FABRAP RECOMMENDED ECOMMENDED 40 20 0 40 80 RJM - INTERNATIONAL - - `?; /ter, •i p,!" F�E�i►�r_'Ed -riPh' Pile " DRAwN 52�Wsst P�aehtr..StrNc. N.W. S E T C' /wrf on 5:frr t��! ,C.aCf�J 'P-O/�J �i P4%�'r'P GRAPHIC SCALE __ LGM_ P o. Box s.bao � or 15 Atltrtta G.orgia 3a3oe oeso _�E C K E D / (40�4)876-3800 ���!'�S DRAWING �o ® �GrlS Rim DATE _ FILE NO _ — ^LJ SHEET OF 3 I i Ap I ! 1 -4- 46,L100- ro 7752Iq W � cA we@ . b o o wn ° . . . . . . . . . . . . . . . . Existing y V• , . — 501.F + Ground -� 0 I 2 60X /4 cis QAV= 3 D-L4 AD Gb- 4 ��°° � � . II . . . . . . .. . .D - - - e0.5 I. -- V/40 = w ?,AS /QGO -- _ y i2w=337 c/s i - Tyet 9�/ o o . • O ,/ � LA It-lee10-40 Z L WE E' !�!� - - - - - /040 i - — - - ---- -- - --- -- - � �/nt• ^'s / cfo-lOO BENCH MARK COUNTY #►BM 01087 L EG E N D 1" Round head bolt In concree curb EXISTING PROPOSED ms`s 300 at N.W. corner of 4th and Ettwanda b IW11/O v=5/� Elevatla n 1043.39 x 1047.3 SPOT E LEVAT I O N 3✓9 --+045 CONTOUR ---1045— _ - .s-- - - SANITARY LINE= = _ — ► - \ �C ,! 310 --O=' s- _ SANITARY MANHOLE W=h' V= 5.3 / I I, I I �� - -�- o cb � 1 ===so==== STORM LINE _ W 1-N �� 1 __ ==So== STORM MANHOLE l / C3s"� D �✓/ i I 3;1 CATCH BASIN -4f :09:w+ X�. I GAS LINE G -L TELEPHONE LINE _-Z�. i3 PernenCnf, Fjse.nP^f i b w=b ✓=�o R. .. Cach R-v51n E-/7 WATER LINE Jw ,y9� �rsr�r pp G'gs L/nr ` !'w,e�' -Arl ' i G w 5fd. 3J4. L. s --- LIGHT POLE W I / 15L.F ''� �� / /B 'P.0 O �t1 IV' ---P-- - � OWER LINE _ o P PER V P 0 � OLE . B< t•�Co 2 4 L.f l8 Q' �� fx�.S�in /V i , � - L._,�— — -- — -, !/ ROFESS n - -- -f - / [SL.F._8-�� l �Q'���RW J. 0��Fs SMH Sta►+ ! E,riif. Ed � o/'plfirfl. MN � �o � �� ?' N X 018'010E Q- ��ti ,z-Q, ,�� ETM ANDA AVE. �' °` C�33s23 � — — — — 23+00 21+00 — — — 2500 — — �_ — ?6+C,0 �t 27+UU 26• 00 2900 10+100 f OF CAtEO�� Oct. !iil7i�S o PP PF' oPP pp o o + 0,� ,y�,�,_ �L�'�w o B• �''q� `hsarr�r DESCRIPTION OF REVISION GATE CITY P'RovtoUt -CON9 rZZICT/ON /VOTES 24�?o.?9 Ery :'?wC�o - � - CITY OF RANCHO CUCA MONGA b lN5rALL 54 kPE/N,rOQCE"O C01vCeETE PIPE, LINE 'E' `�-- INS TALL 60SPE1A1.0O3eCEO C0A1e,eETE PIPE, L I NE'E � STORM DRAINAGE SYSTEM C!7/V5'r,QUC r COA/nPETE olar- DLom. SEE � z LINE© � � DEA/L SNT. / •- - NOTE FOR CATCH BASINS SINS AND PIPE E ,� 0 /057,4,a �e",Wx1-* ))i -rV-0 IL�'L�TE APE PROFILES SEE SHEET NO 10 ,PLAN PROFILE STORK! ORI411�AGE SYSTEM. STA. 22++00 - 31-+* �C' S'm FOR LOCAL DEPRESSIONS COUNTY OF SAN P,,NARnI ' 0 APPROVED BY 0DATE' 2495'3 Lt�,rS'r�iC'T CArC� 6W5 ,W 300 A CATCH BASINS SEE SHEET CITY ENGWIFER , RC.E N0. CG�✓.5'T14!/C•T �?jiYLXTETE ,�I/,4?'�LE ff.!' �D •3i� 9 OF 15 S TFC E T PLANS. ,J ACCEPTED BY DATE of sic" R/JM �` �S�R FABRAP DRAW" RECOMhtE"Of D INTERWONAL worry - 40 20 0 40 so CITY OF ONTARIO LGM S24 A P. BOX ¢ s�"` N.W. a 15 P.O. Bax Ssado ' • ACCEPTED 8Y DATE c►+EcKEo ,G ,�01so� , _ RCE Nod-s38 00 E ..6 "o GRAPHIC SCALE RJM oArE % ' fIEe NO- 1 , SHEET 9 OF 31 ' \ . ►Ai :Ioh W `40 {r . - - 0 I O -- 0 r -4 m . o t Q Z ZWQ • 6.J 1; W Z y z m ; ,._ O . w ' W . 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I I �y _ =riOC_-so== STORM MANHOLE . . _ _ � � . � ' Q I I ( � /nr. /p���'. 08 CATCH BASIN Exiz�i r �''6 - ,�1 t� r �� -.3�i� • \ _ I See, JO&III Shf /t —-- ., - - , , Q I i -�- GAS LINE 1 1 4 y - ,31 Q I it \ -- T- - /g Camsfrrct ,/,�rx-tom / �'IY=/5; r'•S.D' 1 I — TELEPHO(_ LINE 51irrfirr �L'So' 33/ �� i ' i I / -.--w--- WATER LINE e le • 1 � � // , � � i I � � LIGHT POLE I I I , � ( ' ` y POWER LINE /1V ( /. �C'� �.1� .<rJb.lMl? /7•G• /TjT .7►'�. �/s _ / a/ `/'i p I / / ` ` I ' Exat,� ,cam. < t>ti►. , �� i \ .. 0 PP POWER POLE Tg _ h.0.wu .f +wsw _ 1 - g -+ .- -- .. w.�w —. .nr __ �i- .. _... ._. +. .- 1/1 _-� ) ( 1 l `` �e t W b mP ® / - - -_ -~ T4r'G— — _— ► - - -- - - > - - - - - - - - — , WATER VALVE Ali C,A?C/2 Ae 90'r. ��— - __ �._` —. . '*' a <►+--- - __ —.��.. —�. _ - - -- - --- - -- = ', __. - - -- � - �, I � 1 � ( � ' , >�� �'� , \11 � \ F FUEL GAS '01 I �✓.IY, i'-P . L.NE G'' \ �� AINa-,4 a 13 Lirct r/,•�,rtw" / i R-� y� ✓r/�cti��5�f - ., . B / i8 / a' I L I i Fes.. . Jam' 3.�/ � M - -•r ��.�,•E-� � P _ _ lid a'" . � c.' 3.• - ..!ash►!.... _ — _ - -- � , . .�,�--ice a� �. - i !! � oo 15*00 �♦W I�♦ 00 �t+uu / r� 00 10 ' • vc�l E l Q►�rsfr�t C�'/i Q8s;n o � 1 � . /��s �.��Q/ ,! © rV N !! i Fkr L•,A.CF Std. Z-DI Wil' �.1/ ih•� �s,_� 1 I , CO G3 ,w E a>• , 4TH STREETS 1 .V °� �yal '�ta'Ai',�tw•;Ct�•d; �.�C.r.C, Std Z-Dllo3 _ y \ 7 �N �!) -rr L//�l�' ��T' �'< ' +a' DESCRIPTION OF REVISION DATE cl�Y ,lH;N,Ixs, s•,v roc,,o�+s!T M J�. /.J, ✓ — �— i✓, =Ibteg 09 J See �/,t. 7 c / f A Po�ovr6 — 1 r _ C - _ -b.,� _r - / _ �4 L _ CITY OF RANCHO CUCAIMONGA — 1 , (r J � � _ _ Ef; drs�e 9,f 7Y , /�. n, ti t , , .�.� ; _ , _ _ ,, _ �� _ STORM DRAINAGE SYSTEM LI[ � N � �:S- / SOS --__— _ - - __ _ c� ✓ �, I I GRAPE-,C SCALE Il�iv H / APPROVED BY. - DATE /4/50 % G�inO/�fi0/! �/ate' J�CCt,S \ � ��•��o - - - � �___�_-_- �� - fi3-�h 1 A !�R � POI of'�SFa/ grirh�ifion �'Sri - ,� �- _ �� \� ��� .?�'`/0.93. I '� C�tRTY OF � � CITY ENGINE RC. _ N0.2`4 " Orr• f' /l�►�s. 5etr,5�r -t O/mss ,�. O C,��'�r 1 �� /'- ' L+ ' i/ I ` I - DESIGN R E C o M►I E N DE D Dih�f Oar ' , _. r \ / • Afr PTSD BY _ DAl`E" t e A- �6� FABRAP 01-0/0 ft_ v1_Avr?v 5�r -f ,CS lits/GLS r��•sia.�s t ,r Q3✓�'.Y�,6. b-'br�! e9.��`. . .'fi0/Gf R�',>��sn�t ti 1�������. c- DRAWN H ' V S EET ats/ ..ice't•1f ,� fst *. f �' -� '-i f Y O�TA T- 0 s�+. Bx)g Psi l e c N.W. � � IoM �i�°-�'`c �'` !moo .•x os r CHECKED ,tk!) 87t� t+ ,1 DRAWING NO ,S"x/.�X iY � AGCc RTE �1( OTE _— '%�t KC E Nod - 8 sr .� '6 � A /��� y � DATE __ FI NO �+. � FILE _ SHEET 0r 31 ..► JI '.r3' :tit end NOrA'•' .4// }fi r 1007We-A AUinA6-ced 6 amp'+ ear h6" h /Ya 4t yrs mr L'0 /!!E.F r t 6'X P5Ainfv/caro' mete Bo.� ° Owe. ire-, \ 'CL00A 'exty, /039. 169 v r SECT/4N A — A _ v t L�eY Ortsre� /r�'� Istit. 9Brs 67,* Top ,4s �9PRON &E V. s /039. 74� I 0 Gbll►-�//ix�b �. 1 ( HEADWALL SMALL SE KICNCLITHIC. �_ • w��.r _ , PLAN •. I a I LP aLL BARS AT COR�:E�S '10 �:.:'E'ERS IF NOT CONTINUOUS. • t` AO B C� - I ' ` ( ��' SEE NOTE 2 �. 2 A4 OR S R ' I � �y�► I I �V •l�! 1%/ TAP ar IWADWA44 ZZ FV /D4t/t � I i I V I �� _ /� I _._._: � I 4 OR s 12 c. --- ---- -J---- o. E►.WAY OVERFLOW MLL ELEY /Of?.c SEE NOTE 2 A E- - - �� �-O �o�xP3',00 � reb' w REINFORCING DETAIL • �� Cb mar I rok-Irk PLAN 00 wr ,fit•. I I — J Ab ,ft d6 0 - - - — — 1- — -1- — — I i — _ ' I /�►;/o. � i o T2,S Bpt><i� Jam Ai Ale - - - - - - - - - -1 , w I V MIN. ( 3-MIN- I A4 OR 45 12- O 40 O.C. EA.WAY GROFRO IN r EL EVArION "ED I 1 11SEE NOTE 2 4-� �, _ C sw IWO / SEE NOTE 2 CONTINUOUS BAR r�` CONCRE r HEA D WA 2 1-4 -4 ��s w PO soy eEND s 12 _ O.C..cEa. WAY NC�7 TO SCA L E ELEVATION SEE NOTE 2 SECTION N A-A NOTES DIMENSIONS I • HEAI319;.LL SHALL BE CONSTRUCTED OF i .- CLASS A CONCRETE. PIPE L E F w 2. REINFORCING STEEL SHALL BE NO. 4 BARS " DIAM FOR "w" UP TO 60". ABOVE "w"=60" NO. /y9n //;Ow4-_.. _ .__ S BARS SHALL BE USED. 2 MIN 30` S'-S" 3'-0" 4'-B» 1 3-0" CLEARA.NCE.30 DIA.X,ETER LAP, ALL STEEL. 36 6'7 0" 3'-4" S'-0` 3'-e" tow "allowo or qr er*4'o ,•� lrea fe L A 42» 6' -7' 3'-11" S-i` 4'-=" 3. ADJACENT SLOPES SHALL BE If TO I Aw.e.rT ctrt _ 4e �' - 4'- 9w " 4 F ATT-R NOTES - G'-0_ - 1«. 3a ' r I • ` .� �,.� ». 1rrii� ---� 4. MU LE S O BE SET WITH Fr _ •. ►e"•s a„i ;;► , t �ItArrl�r� 0"e frtrl.4 nt.•••a .Mee. tM+w « s4» I B'- 2` 4'-i" 4'-ti` I S' -4` 'LT l P' PIPE T LONG- ft �Itw,t Aft*" 1 1 rM N.•M• Vol"«.. .• by sl4 Owl wt ror4ff 1 TllJ I`:AL CE�T:AS 1 2/3 01 AAtzTERS ! Ik�T4TQR�r� lite+o •� at.eom •wa N IF"-' em"s APART. ' T I N w .NIe tMt ttr • ---_ t =4rtet .f t e" wt a!4�t"! •-2L•►vee sAe f{ M MMrrxri M ►M ♦ r S/.� 'ree I 1 �- -- 1 atom eel 0 1Ma seas+ e&d ►erre "a pf@Cf •r e...r.N, S ALL EXPOSED CORNZRS TO BE ROUNDED I I rtrN try!1!! ; �� Oft 3flQQi t, N !i to • /I••r tl •.. ��RC_ 4 r RADIUS. t rt • / - 3 t- /Q.�3.S� b , r _ �, e.;« rrn .rte• k•w, •n .Nre .• w egret «+o t"trr 'W'SHA '_ E I. _A _ LE - t :i� ' ' be r•ew t t►ser•r.eseret Iwo$% Street-r.1e .sats N L B e�iCR- S�0 WHEN MULTIPLE « -- - - • t;ntrere••e Imp Ierw.e of bome*R thea, w f+t•-N k tlr .k.e+roe N Me L A . P I PL"S OR PIPES CN SKEW ARE USED. /.� , 1 , h • - Ort ase 1-01!4 Mwrea• er.ee+ t•►Itwas N M te Cwt .ew.e sw Fe erS I ; ; r ` ; tM4+ M et tu•M•,r R r,t.A w Coro er oore seta ; •, r•of, •tw-,tw N"ItA N ►w tot:"o"1 ' �-•iv 1 !1/x! t i ; ,- ' i Owl- GI'sr� Orfsidc /S+�•e -7 _7 I � , 1 i l �. � wKk► Arm //1111/ riO V w •i�'s'i h t = , , f Z « -- { 4 Woer4►{GCIllflIT, A• tt.t.•r" t,sw Uap tw "m so rtm ....__J t � S BE�IA 1 i i i ; - -- _, v 11 .IV tr+►e•t" � r "AI���� �._L ��I `�� TY IF 1 1 1 t ; • te4«t*tl -! .- W. t r { w rtrt:44t !' ! Itr eta+t - w !o-" [ PE e 1• 6ach" ,fvIe4•-O'MIett ��Jl �l? SC-AL 1 fECTIOK A-A _:. /1b. 6 �• /P''CC EIt:•/f ICY _. 1 � __ __—- -_..- . A; I• •«t►.. w v » 4'-d w •'-o' .. l «•o+trwt..r�eir•tes! tn.r te•f eT. .. o I to Mer••t M v It W-0,ea ON" If �y l/ee`s mil NiR�S C"I'10 .ci•a S•• sra owe M• 1-0?41 C4*4 " /! N"•e Ne.• a•+e it"12+w+=e.!•!w 9*nm �--- i- - �t Qw•�twe+M+ 4r,Ne ti hrA v twr T-0: f�ltet .rem M ft-Hua+ MIer.Mr 1..�,�1Mi I 1 ;i• b,.. • C • Lea+*:a TN MIM Mei.tot M Q wcoM" kM. tee tl be 1+ A I , r , w row --, A� CITY I .wtl•ref) !,. --� Vol"� DESCRIPTION OF REVISION DATE r t , Ce""vtr two «I,ww we* wMw Comm"'++. Poe M seep" � APPROVED W'r F; �(.+E 1f4 /o� I , , '.r r• I ,, 4 .Ow"t mem w we" - - - - ,�� .x.30 AO. ae►vrs - - —,'=` =- �_ • �: ..o« ..Irt CITY OF RANCHO CUCA O[ GA ryjr- r E/Elr .e9? P•tt t �?/2"C-CCt 'f i �' `� '�- . ',t .r I" w"s Sol pw ' ,t 1 •_ ` - -- J Owl 14 1-0827" .r i/)i �/%%�'4'w-'►/ - - - MW " _ AL DETAIL OF ENO WALL \' STOR! DRAINAGE SYSTEM o/"n Es � o.j� PLAN L 4� �.!Gbw&/s z�'L'!.'E.F. i'" � -fArA 00101411�arii�i- Aa ? I now DETAILS f/Sovt 5i1 �� �.i�s 61wr14 /flvl^?pe�ei/y 6*11 mor A// - /Yvn -5}`�id�serd 57`�rc-/rrrs .5 �•!' C'► ��' r, q R APPROVED BY DATE , CONY OF SAN B ' s0 11 CITY ENGINEERRCE W 24 ' SEC TION '4-4 c� alll)��7e'40 ek 4�O 4" BASIN AND aRATINs ACCEPTED BY DATE DE slcK NoED - • AL1"VENT PLAN - S:M FABRAP 16 INTERNATIONAL CONCRETE HEADWALL AND ENERGY D I S S I PATOR FOR LINE "H" LACFCD STD. 2—D101 CITY Of MITA o DRAWN �aM S2411Itt+rt let•4ttrte Strut N.W. SHE E T /0 _ P 0. Bmv SAS&) .; N 01 10 SCALE MIXT A,c�-g" 3MMA-0990 1 'Z of 1 CATCH BASI - ACG�F�'TED BY DATE =MECKEp •(44d) 876-3>~_•0 DRAWING NO J. �"�"!� _ RCE NO t -1 O �"'A' /�L��S/ — R. DATE .� FILE NO _ t SHEAT 12 OF _ _.-...• - '' � � 6 e Omer � .�"/PL'!� � .S"EIr16��iA9f � F7o*- I W. W4 xr are —71 A XOlr -ol I PL�4�Y � d X,�' F�enfdnrd 47 t-��- l4m-'"e — — — — �",��'� I .�"E,�.�•�-tet ( I , 1 i 1 MAIVSMOtV STRUCTUPIE C-3 -- _ L IEC�c5 �l I 44 - - - - /9 - NZ--)7 rc� sCA t_E 14 r-�• A �"frc. . • ` OIC'L�a�b B/occ. .S'cra-rte CATCH BvgSIJV A / DEFA!L, � .. I • ��' :�' jos -ori �+'�'•►�rl � � s' . :�',• I • �•� 't�i iia A^E.�.11 Clr� ' � : • � 6W. 3Po Orr Arlia loom b+ , - __--__ — /ham► . ✓ to,.f ef 'r"' 3 /'0" c4/P'C'to CEA✓ .� �' A C3'bC'EI1! ,�'• /I0v Lour Atlo�rl% 010' Ole , � — — C'�' '"h' e�� S" ' ''' ��I ELEVATION SECTION A-A loon E,ristin9 ' -� • ��� CONCRETE P/PE BLOCK N07 r0 SCALEour �--, _ - 114 �►.� ♦sf'w�s/ilti CITY 40'7 C -Pte''' r.�C��rEIY�Ef DESCRIPTION OF REVISION GATE APPROVED CITY OF RANCHO CUCAMONGA STOrM DRAINAGE SYSTEM 5c�/� ,2 _/�� ;►�'- '/rI DETAILS awe AW1 c,_ h 6EC"17af/.o4-X COUNTY OF SAN BERNARDIN'O APPROVED BY DATE CITY ENGINEER,4 _ R.C.E N0.245-3 ACCEPTED BY DATE DESIGN 1=ABR� RfC''MMENOt Asx' �"'� - -— —R.� - - - ` , NTEZWONAL ����/ Q! DRAWN SHE 1 W � ■ OF ONTARIO Qa w.�r P.a�s s�L M.W. ElEY�4T/GYY TRA Sly RACKS — IoM _ ', � 30=0-0680 of _7 ~ j LACFCD STD. 2-D TR 1. 1 MODIFIED) A CCE PTED 'iY DATE 'Hf CK E D ,��!'�� H E Nay- DRAWING NO 3, - QQ _ N.T.S. .� /V�seR +-- �� _ DATE 1`17 _Q�- _ FILE NO SHEET 13 OF�. - l COr7JlrKhorl joint fir. x Q SPAN 4 S CCC6 7 t HOGHT 2 3 1 4 2 1 3 41 S 3 4 S 6 ! 4 S i 7 4 S t 7 t T NOTES ��,,.�,,., E.r1A Cevp 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 0 10 120110 20 t0 20 10 20 10 20 10 20 10 20 10 ZO 10120 10 20 10 20 10 20 10120 r 'rr 1 ♦ /. Va/1/eS �Or /�, D and C Ore 1hOwn On the pro Na<.f T, 7 7 7 7 T 7 7 7� 71r: 71� 7V? 7y 7vttT f • f • • • f • • 9 • • 9 fvt •f2 •/ 1� 8VZ f 1 [ 10 f p 0J boys-' _` drow,n91. E/e✓otron Rand E/evot/on S are wglh 71 6 i 6 6 6 6 t 6 i 6 6 7 6t�71rt 6 6 7 6 TVi 7 81,7 6 6 6 7 iV'= 7trt 7 1 f 94'2 i T f V2 1j 7 • t 9 1 ----- f J Y -t Of 5^v- 1e'o c. '� -" u Invert 73 6 6 6 6 6 61� C 7 7 6 7 7 1 • 7 • 7 • 7 • • 9 • ! f 9 • f • 9 • • 10 • 10 • 10 f 10 V -- 1 . hown when re c,•. -ed ter Note D. — ® 1I / e req,-,.*-ed ern 7 7 7 7 7 i f S 8 5 6 7 S 1 S i 7 VZ 4 v2 6 S 6 V7 6 w1 5114 j6`/t IS V� 6_!!x S 1 6 S 6 4 6 S [ 7' " • "-- t. 5totions s c/frcd cit drvwrn�f OPply a/ Me rrter4ec/ron of : e Sf:4 Ger 6 6 6 6 6 i 7 6 7 6 7 6 7 [ I [ I [ ) i 7 6 7 6 7 6 7 7 7 7 7 7 7 7 7 7 T 7 7 7 7 7 v center /irley Or morn /Int and /arerv/s, except lhor � e Site &a 4 4 415 S 6 4 4 4 4 515 - 616 -4T4 ! 0 t f T 4 4 S 6 i i 7 7 7 S S ! [ 6 t [ 7 7 7 �4 bar, la eat% carers of Z' and Iess r /J dors, /Sae.. . • staticr�: for Botch Bolin eonnec/or . / r 10011# r. J 1�76C t : . S/ Lmrere Cf/lf 7.4 T 4 • 4 8 4 9.4 10.1 8 9 9 j 10,0 2 II.O t >0 1 5 1 7 11.1 1 Ij 7 4; 14 j S;-tS S IE 3 11]U4-9 14 6 ib • 1( 1 tz S i8 1 ZI Cy7Gr l o l( 4 t� Ql 9 • ,1 YF eor-s aS/ ,� +c - - � o/ inside .+a// of J1rt,•cltrr-e, It afe- �• I s - - - - -- - _ �.._._ �.r _ ;._. - Z __-� - _. 21.1 19 S 24 122J 261%2.4.110 St+ee 4' 6' 6 T •' 10� IZ 14 X Round v.ssd when D is -- -� N cow t ►s/L 4f of 50 5S S[ 6T 58 601,51!,168. 67 •I 82 105 70 [1 6Z 9G 97 120 124 146 94 44 105 11[ 121 1! 11011 -? cc, 192 121 i51 ISI 171 117 198 tbC 2t5`itc212 3 Reinforcrny sleet shall be per t-D /7I , stray ht -w _1 __. �_-1.__-_ __ __ . l.___ .. _�-_ -_ _,.__1_x__ ,,.__1_ �.___.. _ 1. �._-_�.----1_- .1_. �__ 1___� _ __ ._ .. .__ .. .__..._ ._._1_ 1_. _� . .__ w��T• s 6 7 f s to Ij 16 ib site�lc•t , y - d dors co Or• rf 9 o,� boxy /r• /1t C/dor- or+r tote of eancrt►le vn/tJt m \ SECTION G-G otht•r-wiso shown. lhction /t -4 r'Rbci►d0"" to W bars or-e of sire and spacing ♦prcifitd for wo// P o µof tl r ip�-oi rorf;uI of stet/ our p/orr, and shall be cut in center C leu J / J D of*fcrv/ with TABLE o,' opening and bent into lop and bollom 1 ; o ~,~,morn of Ji' O J r unc lro••► s,r-vc la rr. W Dory _ n / /- 1br d1,mensiorr1 :TATE OF AUFfORl�ltA 4 •��� I �, and bar srrev Orr7'i H bar-.v when soffit of spur is /t 'or- less f:OLMNESS AND TRAR'Sft0PTATION AGENCY below ,to/ril of moan tine, and orrrl C bars DEPARTMENT DE TRANSPOATM RTFw ear"of top. Ne*len Iwvert p..Te+. 1 � • 1 when invert of spur 4 M'or /Bas obove fbo• -rte f -D<£ 84" e T : of Mai /ini •s� Is .ecU nnr (!' NF a!N slop 4•.1 Cpl t Nn) oM N)att 0"wtititt I""r /""'�"/ �V V 4- Junction strut tur�t shall be povr-ed monoliM;Cal/y i 1 -� �C aavy wrlh main line stotrn, drain, manhole or . 1 11 4 A-arrsition , :LOPED IMVERT 1a Jy S Floor• of slruc/ure shall be sleet - troweled to •e�sen lht jpr-rn9 hF7C. QD 11 ►4 f :.loon sr o/ td dayys. j j* s r JL 7. Err>►bcdrr>'tn, P, Jho// be S 0 /•or- B • 96 Ar less -T : s• , IW and 8 >'� a Durr 96: d. When Elevation R and flevofion S are not shown ' 1 _ �s•�R FMIeM ' 1 Cw•»lrvctAxr ! on the project drowings inlet opening shall fol/ G I Dots s i i•tw. $vee, s PLAN - jant, 9 7 inches be/ow the soFfit, and in/et pipe shut/ bo 1 (i (� a a WON d /o/'d on a straight grade iron) main line to catch let cover ever t' .1r, K BI'3/1"I l""ei011 bof n or to grade break in inlet lino. 'e' en 4sfla �• ,� ;: :•.'%� �� �L� _ly sow s/ E/evotion S sho// be shown on the project drow;ngs '1 \ � � ® r masert :feed •• s 4•f • • '. • � y v when in/et opening tolls more than 6 inches be/ow �� CCir Rclt � t"'' o E 4 s the soFtfit, and inlet piPe sho// be /oid on a stra,ght WOW" av,►t .tt� •D dorswo �,4 4 tRc• s� Any stbn�•e! 60 9rodr as stated above. r f Qor7 : Pipe Joint. 6 i0 E/evotron R 1ho// be shown on the project dote#. H °"•'••"" t H dors let 9 10 h drowin9s only when o stub is 00 be provided por t Fcr tort cons true ti on of inlet p,;oe. F F �s1d lets - '1' // 'e�t1se® 'FLAT 900"T' •V IKVERT_ 'TRAK NM1'Eft?' ani C. f • 64 E4er 1-- f Ba17 I � O 11 ALTERNATIVE INVERTS • l- G Qom . _ .. /01 /3 v ~ y Los ANGELES COUNTY F*I-411 GENERAL NOTES ac p.!. /0d ,6 e° FLOOD CONTROL DISTRICT T For byes e1rAh Spon or Heigh less than arty d##nose sho+sft in table//s /6 b- • STRUCTUREor* one reinfor>`ement- - • ' • / JUNCTIONuse next greater size box concrete dimens ;: ;: ! :. .;��; -eoc�tt// under Jtrtick�►e /16 T * b N . Merke story chonges� bar lengths and quantities- - eeif4 /-d•J mix ewK-refe, �. TYptCAL tE[TIQN-SPANS 4 THitU t _ q pvrps�s.�►s only. P144 I IT a OuontWes ore opprorimate and for deli n SECTION P-P M c •'*'�-:+++�/ ro r•to►i•,# / PLAN 1 SE T14NS � For bores with Spon or Height Or corer greater thou thm shown In oltnsrr�r ropl'-sd sr•specrfirarions.p / tables,a special design is required. �cknn n+" k oA.-e reiiev 'of s/rvrh,�-, ® t's pe s k to Sir-ri nate the 180'' hooks on every► cow bac is /rid on eAfditlss,►Ie�S'tterrtlY! Ao �+s �tw;n watt. `•:• � � , OA7e aW "p I ® ei bora ort of hotf spoarlq. ® o bora an of half spocrg. m Provide povnq rotch when " 's used and .then porer,tel d is Mir--, and odjvst Quantities. I 161 e',,�r � f�E/MFO�C'E!� C'O�C'�ETE F�D•i' C�4LT��/Y5 �r1�080 /AOf TO -45`cf/E re V~ dlisl►•le IFOR 4610ms's' or le bars. B/•,�-A I�/� Tie \�\ r T • ' • �r>r 'tom L t rep � Atss�✓rr r�a� — _ Trentrtrse ----- —BJ bort A A \ A✓�// 100111QL' dwa w �,Gr x�ioo 5'/tsz�fr� E' -Vtr►Icel ����/�'1n1�/r'Ct� � e Cenitr La►t 1 1 1 er# r -- - - -ft C. ft - - R.C. Dog •anon► EHO Y/E�' ,� � �' �essvre Tied Ex1�i-�o� Ts• \\ 'l ----- - _sECTI 8-9 _ �j',�✓./ ff pt/f�x G� ,/�n 's'd • -LTi ,�►�--���.�. �/E�-e��� �-s./ ' NOTEA xr S '! A✓i/11f ear/0rn9 .IAB,/f. PLAN Tj /. The lorttanrot d Ai►trgence a conrtrprr+ee, O, s+Aan n1e► Tit! Tr ercea d ?' 4 e. Azoe",r a2rr.411. Z TAe roleworcOr flee/ bar ,s+irt, spac+hg. end coeds ones Alt s/w► of P~X` '� � / '` StroigA/ transverse bort it lop or bo►►om #1061, N L-bars /w ��/ �p// aC .4r cX1%rrIOrV 5r�!/C711,* " ;r rTi• /// 1\\ --� T1 /00 or bottom Corners, N straight verlrcet bars Nr sior wed! end of longitudinal distribvlion and lie bort in lop or bottom 1 T 2- r-:7r- slobs or side rolls #hetbe those of Whichever adlooning Oar section provides the else/ arta or toeA ►rpt o/ bar. ra1WE i1;I0Crvr Tht bar lenp/As shell vory Uniformly lhroughovt the Irentrrion. / ,� �.,// /�,/ Sj�♦►rt _ J Me. thic#ftess of the Rolls and slabs shalt be those of Me T��fpd pr6' /2!0- O C edloining bog section of each end of /be transition dyed shell every uniformly be/wten the fro ends 4. /' • 3000 / '.r.�~ 7E bcpIDT,( N c '1E . i _ N OATS CITY C p s I. at ZB aOyf. !� PGS/3 i S. rho lronsrlron structure shoo be contrructed h accor'd&ve ■r/lA APPROVED dr �j�/�j�yfE,l. �p���! CITY OF RANCHO CUCAIONGA the general slruClWO/ Holts applying t0 Dor tlructurtf, shown i ' ,� .�b'cs � ��BDetails on the project owirpt EAw. Q. Details Of construction taints one beyroyt :loll be of shown Slo. -on the pro/ec1 drawings for. single barrel bog s►ructures. -- - '. to. " STORM DRAINAGE SYSTEM LOS ANGELES CO Ute Y �+ ""-�-,�_•--�-�:-�.��R�• ` �• --- FLOOD CONTROL DISTRICT. ✓ �t PI'essrre r/ td /�! FT Ts. • j --L Ts TRANSITION STRUCTURE DETAILS No. 2 - CTION A-A- - .- c�,�yE�r APPROVED BY � - DATE j -1 - PLAN a SECTIONS , , COUNTY OF SAN BFRNARDI14O APPCITVED BE� � RCENo Cl/LYE�' E -- ACCEPTED BY DATE f5'�ti SSE12 FABRAP �E '•Mfti;,e : _ ' RJM F71 SCALE DATE No.2 - D239 /I'a>` ro 5cr� INT��NAT�ONAL NONE JAN. '58 SHEET 1 IDI 1 c w a E f T CITYOF ONTARIO 524 •Net ?eachtree Street. NN LGM a 90: SC fS468015 Atlanta- Georgia 30308J68C - ---- — ACCEPTED DATE E •E (404) 376.3800 ,•bw No �f F"tA1D J. MOSES . - - , N,,C-33"3 • z fa* /-W-f V RJM A T F �/^� I7� D. SHEET 14 OFI__ • w . Lc s v E 7- t90 ass F v 7. ::. Ac c � oy a 1 t :. -44 1311 1 1, I m§1/Z//7m 8 x,At Fr��nf�iJz�' I Bend = _ • .. i I .\\ I :... . -r. .4F�-J�•1 i... L4.t _c'.'..•_:.toll Yl,M � X. • f 404 &v/p' TOS Azi4N CA*e Eye- crlavy 672 Aevoa� • 1 /�Cln '�'inET. JJ A i A mss .r► I / T V -f L� d •r Rc nom/ R C Area fC • M A . 0►ra K 4011ew �wsi►.rAwr �r ,• /NM: _----- r� 00, Marta Mit- Me Of or C OWN sswsr 10,W - `'- _ NOTEI - I.14!! a-e Of./M�-W"►�1'br fr +- ! �.. .r+e��I/ sss�s�I 11v,.�anry ar ser�+rp+to, f ss�al/ w srraal !'H'. ro ar? or P1slAnAd 0*AWvIf t Qe+►./.re:� s►aa! 1e► Brits, AwtHy per/trse earl torr are► Mo a/rt/sway N waft. ra* oar AraFIas 8460#ropy aar/trar/y /Arawr4os//A# Iraa,Ilrsw J rN coacre/t Lick rst_0001 be or/o✓/M.•r — — — ro e ft 16 rsll ` hr to/4tr M/ arta /t 0,ve-Lt/ M arca r bar soc/sew srb/s Me r I I(A"IM ��> r, wG*Aoresrrss Of A" IFN /yrs f s"Afs rs frrt/rr, !w .bsA tort • ��(�(p LL `/ • ,, /strN! , M# too, Hirporks sawn vary 6-farssy/roses IA#! of Abe orcA or .�•t I.JT --— t .`. • -r • _�_�..x. }_ . .._ �; oar ftc►,M to/A#I of /It jprjpt are// plats f mocker /ir TO i •I ` • r - - �_.. ---- 1 M, It of ch •w1 M f1 /t arta-MN of/At t/Itrws*f IN N MtA N I stclio* of rKA 040 M /AI IlMlil M/ sANI rMf moiltra/I e�� �f soft !J &Fart* /At 1.r rink I r1# MIM,#' wrl#te skoft N smoof& 0640 very aai/orns►y belt " I&* M olslM.ws, itt/sa,./. II iv• Irar•vre.#,w►rlw.v+I P sap#1s ! rnt es la• aro sats of ve do~ C 0 OF W� e,*C E/� 1 /rss. / .acarr �t »s srtr !i rwtatl. 1 I I f. l�• 1000 s r. or I/ hrs. ! 451116W AVA' OW10.� #�� /per \ 0 . , ��/ �` r. Afar#I coat/rveht#/oia/s M/Ay s~ IN M /M ro#arraas et# of los I IH ♦ X� nrt>7L�V / I Or Nca setlst• ~1, 10 fMrrr• IMor" par ?r* o0 sIr#t/rrt of Me e _ sawlracltr'• apr,M ft# Jts AP-0 a1r+r. SNE Cab cEw 1 I I Me lr#ws,rraa tlrrt►/ro ~be toarrrve", Aa orttrlenrt owl* IAV Mitral �1 +��C B�� �'XJ• � . 4 s/rrcrrra/*Nrr v"1v,wf /a ow or MCA slat/mors sks_ M 'At Arejrtr ,IA!"�`.'��.fid ���/� � � — / I (ram we i lfv Alva► ! �" -€ .L - .f- h A4W .V f 11 4f 00 Curt B/a':r , AL r Ar.a r..c Awe •A.►+..n..-skay#I, i trhs/or,rowfica/M sra„Atr aross- 41 IL� LACFCD STD. 2-0235 I c*c 5 A i �►t S1 F UC U : At rep or �.���• r I � G��-♦� mor I Amvv 8400.r,,ar r TO SCAU r� n DJAI f' CITY DESCRIPTION OF REVISION DATE APPPRORO VED CITY OF RANCHO CUCA ONGA 5b STORM DRAINAGE SYSTEM • �L�l1V 4 =o " DTAILS t� / ���QN �T/ ' p �% ev epem orG �1O) APPROVED BY. DATE: !o --! 7 c �,,,,�• CITY ENGINEER �6?0RC.E N014 5� DESIGN Pvk%�_%SSER F Q(��p RECOMMENDE C R.1ll�_ O If�fTEf�'NATI1 /1OV� A - DRAWN 824 Mast PoW04%ree Str0o%.N.V. SHEET L P.D. ss, 5ffM 15 or 1 Ata Mts, Goeryis 3030C-08S0 CHECKED (4D4) On-38%) DRAWING NO R.111�_ DATE FILE NO i SHEET I OF