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BENCHMARK i . ED �" N0. S8CHISL Ol� TOP € ' 1 AN EMP s AND< FLANGE i AVENUE RN OF FIRE HYDRANT AT SOUTH ER OF ARCHIBALD _;• ELEVATION 109088 s x.15 .L � � , ti `.•Q � , 40. LT✓AL td. 9T►d. AA Al 4 4 a � . F . ICTW. es. RT►.1. _ 'S7.G O , % d/4 e/s a/ a/4 A/4 �+ a/+ d/4 I.A14 A14 e/4 f R X6 � � \ , � � v ►--'65 0 3�. � � & XI '�- • w t +v . OPOsED OLS '.!' E3 S co,./sT ` N M 4 bn a •n a V a � b D� �'^ `�• 4� wf v ^1 y � P,C�GPD.SED TiP of dloli'T�/ GyRB �!- �_ �� � � /v R/a � �� �v 3. ked jh 00000I M A9' -i.cog v bti U , �v ti I '� k ► ' V G. ' PGe sEWEe OAX u/ATEP \4 A `�t TL U g b v tL 9= --665 5Q---* -rJ '+� � � �h 57ZFA7- �Zzfcr. TL �l ! AAE Ct'ex! .clE ri- o P.�ZoPts3� yQ hl 1J h �, • .�,\� ti w �`r X. - + - - - � r� L 3 v } f - .9G Q Pi' SI ly r: .G. S. _. P,= ,x7.39 �$rJ 4Q'-E �-4f s �+ ` G/b dib L/G � f cousz �► o � e PJp'DPl�S�D .TaP rFo dy/� M NI M y 5 j tw./sf' .i 1 ct` t.P. ' /$ • -O YnX ________-� •` � I• � - �' /.?3•/, 11350-,off t�,e,. 53.i f . t a , PROFILE SCALES yS `� VERT 1 4 w , Air A 0 O a v i s 1 0 I ' 12 13 41 14 15, �' 14 15 16 17 oP SEE ZMEET 3 Of X �J 3 s�E SNEs r •�? E 10 w , ' - CA" Ft vs 36 36 v � ,� $ G 6 v J. Q G Q , b a< O I� e'' ss� s� c , v M W 18 U 4 !1 v �• ,� V q 22 v 2 «t w n� 1� w �� J w �. T 8 r. '� e ° ^ `► 4 22 ^'nl a► Q w � 41 � . K `, fe N . O fq • � Ise 4 ° � yM, w �fi �, •J2 �' �e' �' ♦ � , r; N o ti �. .$ �, •,� {;w U M b� h a R M �iD V ^ t M t��0 a ,�v �'�►�' Sly' S' G �v ti n I �, •" ssB 25ugEt G 've r °o.* Nip � b ►• 3 W �� `/.�N 37 3 FtI72/C� ►�Ol h Y ' ' 46.82 37- � f1� t C ` 5 `�. v GpNSTituGT10►J , x` G7.SI ► - - 13 ' 5 oa _ o - 11 •' V . oo � . , �' • .V LIN K 4 ►A €�. s:. -r ZvI ESPERANZA ,�plHsxou. s 14HT E VIA _F�PERANZA M M01 :► Z VIA �,,_ 9 55 L Sr G S �(` .F wt' t� �'�' _ t P�2oPos D /off►uiaL ,PE/NF LO.tJc. 8 ,� 1 �,a�' s � L/IVE "8" � � Z ,�6C7- GNA.U.Vf,G u 3 h sz o' 39 z 38 _ ^ D ( Q 7 u O - 37or' Pr� 55.00 60.00 SS. '� � _ I � _ vol90 ID ' G /r�- �r 'yoc k I •e 41 Q r �, aA e %42 ,$ 41 "+ . h 40 �" 39 40 f 3 v �� 43 0 k 47 46 45 G 1 I 44 ,� *v39 Z f�l4*Te (.ATA p! " 14 8L ';' I�►Il,v C UX%oV D•4TA StA/EDtJLf �S7r!'FE7- PQpVI PE 1211 TN1G L' (A 11d) g.I1 _-V&I�A-Pr JT SEE GL�T4iL ,e/gryT -..� s, 6L,fCA�5EME�tlT DET=. STieEET 46AJSTA'UGT/DA/ /VOTES - - -- ---- - - - --- - ---- - c=io.dd /t�--LO�t,STe[/GT 3'� AG P,4VF_M£N'r O✓Ee �i1 A4rCEfigTE SASE. 1 500.Od q• 03'4Z" 79.d$' 39.LZ' Q'C� 0r'�/� «Rys �,4T'4 ~ - -- -IONST,�UCT 0" CU0B ¢ Z¢"!,UTTER OEE Z4Aje eJ Ct/GAMOAJ4A STp. 803. 1 ? Sls.io' S•Os'4t" 61.1:•' 4t.0 4' Iz- -CdA457e41eT C¢oS5 ryuT7T60 PEL elMe Io -aeAA4OA .4 or.0 -We 3 53G.�o 9'63'42" 54.77' 4z.47' , WAViuS A I..6,lt,1P TAW4"T v -�oAvs7ri/cT SJGL�K/,44Z& "_'EC IAAA--AV e4A:fd.t4vA1gA S-rP 3/0 4 Srr 4 7778 ago:;:'CO" .�s.��' tb.Tl' " , , � 45M 41 17 59' 32.57 17.03' SAMA' PE,e ,QiI,Vl�yd GGIG,dMDAIl�A STo 3,a � lcz-oo' ,0.00.00• ,,.�. s.92' CITY 0 F RANCHO C U C A M 0 G A tO•VST,eUCT Z.0C1Z)<A1r1-Q RZMC RPM,--0 440 PEA' �.I.�ICatD em,-4MC.dlry/ _-MO 30S. CW s AS RIOTED 4aw A z4AI� 7 500.00' •• -mom' 3�.G 1' 3"fD�JV� ,D,�A/A/ �Q�t/STi�'L/LTID/V �(10T�'� N &_e-0,V57'eUGT .sr.¢EEr BA,e�i�4oE PE.e ZP4AIIIII _1ao4"0AA94 sTo 40f S sls.oe >1<'19''fi" 77.85' 4eD1 PLAN ANI) PROFILE 9 536.00 5•t9'57- $2-b3' 41.td' S AD✓41.57- SEWEZ MAAIAYZ,-- toYE2 To !RAPE t7,06' +oaolae• +a s' �--90AforrueT X35 cc.P. sr.#eA.� vx*sm (o •�/ Z7't' STREET' AND STORM DRAIN PLANS 90---AA/UST �l/.4TE,t� Y�/LYE LOdE.e Ti leA'�E. !I Z7.401 ST 54' 37` 42.37' 2L•94' �CD,VST�'vGT G4TGV Q.4SiN NO � PEQ P.f. aTp. OWrj. SO�j�S��I�t/F+ot W SMV. � ®---GOA/ 37�LJG? 6,dG�OL p£O.eESS/o.�/ J'E.e Q4• 37-0. pst/fj NO. 5/s � tAsE G ID /�t13TALL STeEET L/!,�/T, serolo z.�JnAI -�"� A ""�" �d - a---z�ac' se'as's3" 4Z.•rs' s�o*' VIA ESI�ERANZA, STATION 9+55.39 TO 15*02.70 27.00' !'1.54' 37 IZ•35 ZG.97' JJ IA)SMW 4 .57reET Me6S r�,e ,PA AI LAID GL/CA MG.t/4,,.4 _TT.4AJP4 Z,0S `f 07MC.67- T.eF,E G kAI , SNErr 109 4 S7.ca a 9•S�'3 S" a�is 3eS TRACT . 14 @ G G - �t Gor/3t,¢ucT Fvo 4c oTrEE`r TXMroe4ty RXvEmwx1r � ,ec srsr Dwr, AJO -0Os APPROVED BY DATE i ) -x;vsrAu STRE1.rT wANE t/4w PFir AGe. STV. Ae•. 40Z �loTE ' CITYENGINEER ���� R.C.E. ME �uL'VE DATA !\TOTED A3oJ9 IrOic ysS qJ -rNts sNEEr owlt,Y 41f , i'aR DRAWN DIP,91SHc�l1ERRA & ASSOCIATE=S, RECOMMENDED PJSTALZ §TOP 5le?Al AER .C.G. S7,'�• IVO- 40Z r ��� . CIVIL ENGINEERS DESIGN 4331 U77CA AVENUE SUITE 1S0 -rNSTAIL STeA' I.Itf T LINE ^AvE1VF� 'l- MAZt1Y*.% PAX !AL T.�At/S SIR'/ALA77 .*/f T tJp � SHEET e + � R. C., CA 91730 (714)987-4306 1 + n 1 DRAWING NO. 4E k� $i ► Daniel L.Gue RCE.Me:11=4 Exp.BvVdTDAD }. : p. H .. I r N Tt4�7Sd'J - BrENCHMARk IN z T. 5 i s 45NO. 58, CHISLED "D" bN 1' �► FLANGE OF FIRE X NT AT 0 H # ' Sam MA•TCJ) t.ttJE EAST CORN ARCHIBALD AND LEM64. 1: mwO F10tS# 6111- Las; 30- ti T.W. W.tt p AVENUE ELE AT I ON 1590.88 S) V� _j 's � A'o ' o DE dr-Pb c-3TQ�l M FdS1✓fl mFNil IS W el IZA DC `LATS 56- 38 141Z 5)0s : EAS eW,4AJAJEL . f55541 - - �/, - P EVIW Wi rtr-B. FUTUM % PPWEv IcNA►.I SL y / ! •�� v d�P9dPb5IrD A.G. pA ViMB>`JT �� f�dPoSEs� ISL• � 4WA17E W EaT 9/W GHAWF-L t r :r.� f545 4'S 65 5 6 _ 7 / , I d lG,cKGb4!a/• 4 �• Mti•nnl� >, t v Pi!'OPt7SED TK/. e � I '1' F !'_ rH� fuer twI/a• /- a--4 t V , v-try u__v_ I,IrN rsbb c><ions ZeeAWX1A1& WALLS. FOS[ /d/E/F�7SL/7e File W.Cti/LS AW_-4A "i .kt/.LAYr t EN AND CDEeED SE�lgC/S. w rZvyE,esE ea"rMICTrod ✓o%ur API T.4/6S �* # V I, Q/ Si t IGtf.A E D�/:t .t/t' TE N 5 i /. WEReEC/ED �Y.65 GI/E .b/c/T %t/ Ct//ZU(IEL K/IJLLS b.� wn �r j* yr. -: �t17 •r{..• AAi TL.. a itN. 1 ► FLA�e SifIJLL 6E SP.GtrEO /l-S T!'PMi?L. 4 .� � � 4 j T•¢.�Jt�E,G•SE Gbµfr ✓ac/T+s S.�oGL sE 5'P-GarED ,-; it/O MoGE RLL T3.�ti/ 5d I .QPl,7.�T � .voT LESS T,c/,.7Lc/ ✓oiti/r5 /.c/ -e.4%& i "~-S"~-SJrAlAeL 6E /d AC.Gc/P awTic z*wgr 7AIA%Wy w StC 1 A!, iS d"1'E W � . 4 STEEL�rJ1rtGG .c/oT BE F'ELMI ITS IoM 5•B.C. F C.17 A{ZE gFqE111'Et) i ocu/sre� /aN ✓avns ,Res sz/ow/ �../ c�•ra cs. F , OPE�O/.tGO�NT. r / FOP- ALL WotCu- W ITA10 TNE1 r- V-IVJ. - s -77 i (ALTA LOMA CHAUQF-L) y V . PizoFtLE SCALES t , tr •� �3 _ lao� : In,04,01 t 4 5 6 7 8 9 10 II I 1 ►. O/ LEtrtOVE E><ISTt►1y r-AIL- t WIRI= RZEVEe,ITME�IT j 6E Lime 51tt3TIMQ %W46, WALLS, APRo►J A gif PSN' /FEtJCE-/44M.* � E SiIE ♦� 7 1 __ __ _ --.__ l I a1tT 1 OC• Z ea.1sTRLIcT 17OUELE PrIJE AJATE ISE MI&C.FC.v Sri sPZ22 �,st`ttj to 1:T I. e , _ _ _ 1 -� -� - ERMOSO ® OETiI E RUG FF_N-_E f"Et SSG.F.C.p. �• SSE DETAIL SNF•t=T I. ,! i 1�CALLE " - - - _ I I u 3 �t ® Go,.Is7 T I � >E �� `, - - - - I .I b' �• 9 5 �G���� """' uo O C04STCUCT 8 W rI 55114 C.C.S. PEe CAI. TZAWS STD. 1780, 6511' S+WET 1 • D'E, X5 H 1ta<,o G coLlsT¢c1oT WRIAMP_ VjrM f 9Et4gl P.C.C. cLIAM061r SSE MTAILS MME-010 i � I � O 40misTeucT 00 A.C. OVER GoMPAGT MATIJIr. MD �•'� " W I 5 4 nIF7� DC t3EY0r`ID i4. ® c%jeTeLKT MA10TELIAL]CE CAMP pEZ DETAILS, S1499T A ILS Sµ I. � , . I W .' O CGIJST12L1GT TEM1�oQAL'Y E.C.B. oLITLET SLAGL PEtZ 17E EET , 1 � � � I ( I .Ike t 3 D.G, 131=Y01JD J` n I > I 190If*Max $ ♦�,�•dac. ( 1 EENT F%o,, °� A�R41&AC• eT`A.)TOP TRACT 13248 " «��A l' o �I I I ill I G7•G PAD __71!5__ D 7t;.T PAD S9• PAD 41.4 SID 46 z• � PAC GS.S �G ? I' I >CZITEZIA IJ 5 _::_. �, c� } r� I 37 - Z I (8) MA9 PIC: so Q.,. �sld� w�rl 36 IMP_ 1 I I I '�� 2li @ o.c. (TYt') �o1~roMl �!r= �ocb �s.I. (stab In.►a� ) Or SfiE 5i>f1:6T 4 F=AV. . - • E. iCIZOT �ns3s"�r ,e ads � ? 34' A3 � YrT2E s ss f11 11 / x MOAYA ' IZ MA �ort� Ir A> ._2401.6t 4t F 15nU4 eAAIJ0F_L ' J a � 0f1v ¢ST• A ` �' A1.1"� EarrST. tbArc. '3L.AB Y t 7 _ _ _ - - • � '� � V• _� I •� o"r� N 00'0/'49� 1'VAA At 0�6 �,rf- Vr'r• - Z _ J EX/ST p.C.C. Cfl.�✓NES {I ^ T + - S - - - - , Ai ff 2-G MAX J T � m (, r` MAI TENaNce MP c Q c �► 5 _ zl / j i .f fC_FGD• f14l117- �l' AldY -4 �� 0 y _ 94,- �)Vic'Ia A. 50 �'l Re-r6CT T � LTA� n : r .o Ivy A c � �1 Z / /�' �cr ca�hT• ,a.U BA,� , F,L_ 9•G2 l' rt 55 ' L •. 1. • / =¢D I05 FG. = 63.33 :. '/ f� ' e,(4e/alE ISTJ r y l�T lsA t�M AIS �e . .-,� !� 3°�� ��..• ,!14,w?epwsety. 6q.. = Z<��Z( 2cc/ l� 1G94iT V11M.A6ota? = Lo ISN Go�59.4 ex.e. - STA,1 Ca )5( JGr FL- #594 fiAccF e A.►.1 4RAfl90 A44ESS 66.7Z .. yj �Gu . n � Oe-4. � � G ��v 1Aas, 1 .V i A2, s s e�Iv11IJ i/ �ht '� 0�� Ow No SF_GT Ie14 )e X ao +E) I. 4 W MI 4 3 4 �G1.16•(TYI?)WALLS. 7.ao AX• % 5 g ilk' t sYw1 A> N .". , 2% -- •.' d qac _ ' 11=11=lIIJILII=I.1 .1 ' i 1_ 1 / //�y// __ v a ` : � "ec. ?°' a ,� IM 449) CITY OF RANCHO CUCAMONGA 1/N _ .• . �?G�9� O.C. � -y----'- _ --- � 9' OG. `` (Z)�'�'� 16'Ir7•G• PLAN AND PROFILE � 9 0642 CAMA!UEL I �X�T4D� �fc We. ALTA LOM CHANNE L IMPRROVEMENTS CA r, J o ., _ - � - _ - - FROM STATION &t&&.jZ TO STATION 12«83.54 } j 1 �I 1 as Gnulstl•U�T►o�! Joltrf� � c�nlmr �/) � Iap �QTc-w) TR at, T X666 t.! 3 Mclt• 6• ••. t . 4. T LfsVdT. LI►1F Z - � --- s :<-; :; �� 1..-G+'/SL- ,►1� IIE,I Ile _ �ti4�O1�'` sGlc APPROVED BY DATE 0 eAAkQPL adI � ax� AILCITY ENGINEER oyEC CtYPToP ' . R.C.E. NO /• o � � tRAWN RECOMMENDED fYr1C4t- G�05�s Ss.4�i�tJ STA. x{•15.3'1 �, e '�TYP ' . . t!bI9 - 9 __. t R E 't., Gt)1 CIVILE'NGI!'EE•.RS RRA � ASSf)CIAI�.S, - Z� 9 '1i1.ALE� 0 3 z JG v1E -- 'l 3.00 _ - 2 224 DESIGN - 8331 U7IC'A A\'r NUE SUITE IQ $•a0 * !. - SHEET Z #� 10 ac (TYI� P&TTOM Z7 E1.1D 7tg`Cl�l�•C 7�! 9/Q.c. Mf) OOTTOM R. C.. CA 91730 (714)987 4306.. F_uc 47e 9f OZ u.F BSt.1T FW WALLS 1 ��' of �_ 1v OFAIT FPM W�-S •+� • .� CIV1�-,� CHECKED - _ • 'TYPICAL cNA�.ltlEl. SEcTta�.l, 'STATIot!� Ci+GG.72 Y`�IGAt, GHAfJNEI. SEcT10tJ� S 1 X11�SO.DO - f CR N� DRAWING N0. ZTATIo1J 114-50-60 (-"0 sc�►L-tc) {o $rAT101J IZ-�-�3.'S� (No + Dan . F.Gu.^ . TT '�� G�•'rY R.Ct.Nu.19224 Exp.Date � �/ u,ate � 1)T /'�So-l/ • �• - • �1 loll 't'714k 54GGI plate AlOTE� stZE oir T40EAMV EYELET T14CFAVE17 EYELET t-14►.1gBt�c1>o EA. Dl AM ETe.tZ TO BE VF-TE0VAj14 D 6Y �T2Ar-Toe VEeT AIJCtIE >?�L4c.T� �G EA.) Aw,6rnD11-1G, Ta METNao 4VJUSTMF-MT WUT f VIA-514F-10- C190A.) C)$= IWSTA LLA-rIOQ / es" op STt�L MATE. ---- Z� yell x a/gel TW1GIG A.W4LE i&L4F ✓b¢'r -1D WP-L.D TO 4 Tll,IG1G "STEEL PLATEn __ �o�x -�►Ln f wAs►aEe �IZaa.� - T'MXtFADED EYE«� �I 11 I I tea✓ HOLE CG esa � 1.t�TE: 512E of R i I NOT E* o E L N >aOZE. OTas 'I I G �Et7 -rOZSAX', EYLET, DBTEI'ROLE 6Y I I hlUt'S ♦ VVASNBl:5 151441-1- SS FOC)Te-CMIP W IT14 ALI As Fl%AAL'T1G T1.1E SIZE OF T141EFAM17 ( GOATIIJGI �TCPIc.4L� �`(E LET, W IT1t A , s �t ��- (wo scAl- -2P4k JEL WALL. MIZ CNAW. AEL• PLAJ1 $pol- I.ftD 77efdrEA&Z> �+Ei70 �IRFADED +, f r-G S. W LET e C NA U M-L WALL DcWE� rc aid - � . - . ►ExPtDz� BOLTS,t.lUTS QN x TNIGIK 4 SUPPORT rMLET0AIJAMM t wASHER�S s�,C, '4. M TNttaL: STEEL PL-ATE 6oLTED T=OUC.N St1PP f6 gE 'PRDTEGTED lU/ St-CTlow ' N�7N 10ADE� : °t C `Cf)SPNALTIG COATb•!d, fi :''i4 '*'5e44 O.C. Per- C441JPJEL maw 0.0 86M Na.E &V .0-C. TYP G rrr WIu�L w/ u>aT , 3 BiDEs � � a IF] � C�G n G•C• 1 • \ •,,. A r. • � L • • • I EyEtET tiAi.l4iCs ' . . . . . . aievi- --T ' I 2.501 II � n � \\\ .' • I111IL'L' L FL A, l•1 1C WT&g3m Z"x r v "Tl1tGK • AkgLE 3UPPDeT RLC,LE. SUPPoK•T 1.SS1 �pUD WELD 2h ScL�D 6�D To _ ' — l TOP lloTTcM $cnTo A►ui�E 3clf. .\ s . J.gG FC•�• L�'R�'� • j sla..lo a 2u To PL TE• _ , d � v/�J•-� 4 •. �•Q• Q4e i'tE�C4U1111.]EL 1oL.A1.1 Z5.gp1 _ t • O91><Iol Box IAIVEIi;'T Co GL1A►.ltJEL - __ WALL II.ILET i�►TE s'>�cTICIJ �� 5 `I 5 BA[ V t C-0AJvh--t_PLAAJ 4 h^ y �,8r • W/ r4UT 1 VJASrr-r- AI q x j1W re-s. itwer I 3.5I SI W. Q.C.B. 715Mf6eA" mze-y- 10 • I• move 010m010mle a" D• PL D RATE SECT101.1 PLATE C6z.1�.1ECTtOt.l ETAtL • L AIO SCA E) 110 SCa�I;• •Ui *-nee t'L x cp,-- r 7LP Of KIAj.(. E1.EVAT100 it �l�j�Gi1O.C- / TOP OF WEsTsmy CNAwmr=L VVALL (TMP) 3 t�' I �F�'rs�� M :.•; t"«.c.,t�tP•wAu.s. ALL CaUSTeaMo►1 -161"'TS 10 MAI"-TEl3A1.SCF- * 3'�d[• � •: ��/ CAMP SNALI- 6E PEe DESAILS AU.1D A �i ANTES Ow z"SFET G. .� , :: • 1� Y A d ` -'•� iAMIP siE�TIdJ hAjV �'31..p 1L"O.G ' :.:.y ' � �. .� • $ * �►to '?dP- G" O.C. 13150TJT Fr-mA >r EXTE70 vEf- L WAGS wALLs- 1i4To ¢AMP S 15, �T LLOT l 'A Ze VhVIFTO L:E1.IEXTIEI PJ3 T E11Z y1.14TE Q/,�rtP tov lZ)A,#& loll o.- TYP. t, :. ... �` _♦ (,,� � MAiI�TE"t�iANC'E frAMf DETAILmWALLS ' 7 eloa Top LTYP) • Co"S'Ctc]6T1o►.A Jo W T (TYP) - ---- SCALE—L/ lye SEE vETHIL, c'NEET !o. 1Z) *4 to" T(I4 cuau►JEL 11SVE2T -•` _— � �, ��I . 1 t �f• 11 1 Eup 1&4fs'CLC »JT FM 1V ALL-S AIWTE EUC E CAMP SECTI O N1 �L STA. 7t1b.�2 {o ST 13-t-115.31 ►to E h, QJh ATL � y ,4 CLot �" a � Q k. oil T '` � r�•8 � c, Cow STRUCT IOM NOTES s a k. ^V 3 Cons�.r4af Pou66 Orwe ale r S.5.C.FC.V. SE.d S.R k pC 222 (See de4a11, Sheet l.) CITY TCAiCT 06dQPArConskruc+ F.nee Per, exV5-C-F-c-V. Sr� (sem s, t DESCRIPTION OF REVISION DATE: APPROVED ! > Blau $ ® Corlwi r"4 S1 W. x 3.+3' N. V.C.E. t� Cat - Trans SIJ D80, 4SK eh�4 G 4 t�=1d-s , ON-4 1, CITY OF RCUCAMONGA ��1 �} © Coomi ruaf Vat-labte NeghA i W,Jfh PCG'• C44snne1 Fkr Shac+ Co. Mainfenanee Van3r fk-r Dc+asLa Mete-on. 1 ct' a '� / V. O ConsE1`ucE Tentp�rar� e.Ce. tat• -k ,�f �g1IS {}ere- On. ALTA LOMA CHANNEL DETAILS .�- _ a4 �; MAINTENANCE RAMP / PARTIAL PIPE CLOSURE �kk � R� ` 1 x - DLSIG'I1�! cITETZlA CAI dle^/ Awmia fy - moo,000 ftS.I. sA,.' 3 ° v ' APPROVED BY: DATE ¢ _ 32sQ Ps.t. (scde w�,h� � CITY ENGINEER R.C.E. No 1173 �tAusrlo ei ��` L4 ld F' 560 r.a.I. (Slab Invert) �AAAP �EC7►oN- $ '� F G'! DESIGN: RECOMMENDED ,.� DERBIS -1ERRA & ASSOCIATES Q 31 � w CIVIL ENGINEERS 8331 UTICA AVENUE SUITE ISO * DRAWN : R. C., CA 91730 '-- (714)987-4306 SHEET: M41uTP UALICE 4 PLAU civic ���! .G. _- 7 OF�,�,(;,•�� CFECKED : DRAWING N0. Q yo -ScAU- Daniel L.Guc a I —^ R.C.E.No.29224 Exp.Date =Date a � D .'.-..,..TQM^. ♦ a ( CITY OF ANCHO CUCAMONGA CONSTRUCTION PLANS FOR L MON AV NU TO M D AINFROMLONDON AVENUE O � TO ALTA LOMA CHANNEL AM T HY ,,w_,v_r_ r w GENERAL NOTES CONSTRUCTION NOTES © v in� ,� Q SHEET INDEX 1. All work shall be done in accordance with these plans, the City of Rancho NOTE NO. ITEM STANDARD REFERENCE ti i SHEET No. DESCRIPTION Cucamonga Standards and the Standard Specifications for Public Works 1 TITLE Construction 1988 Edition with 1989 and 1990 Supplements. Contractor shall be O TRANSITION STRUCTURE No. 1 LACFCD 2-D 235 2-4 STORM DRAIN PLAN do PROFILE familiar with and shall be responsible for adherence to these Standards and 84 R.C.P. TO 8 W x 3.5 H R.C.B. -« 5-7 STORM DRAIN LATERALS Specifications. �3 BIC R.C.P. 1200D A &as_LR CRONE 8-9 DETOUR PLAN LAX A ZTX 1-29 www _� ww — PROJECT CREEK DEVOR4 10-11 STRIPING PLAN 2. All pipe lines or substructures of any kind, telephone or power poles. LOC,AT�ON water meters, valves, fire hydrants, etc. shown or not shown on these plans 21 within the right-of-way limits or in adjacent areas where improvement 0 8'W x 3.5'H R.C.B. CALTRANS D80 psi _y. work is to be done shall be removed, relocated, or protected in place A ^ as required at no cost to the City of Rancho Cucamonga. U TV, z RANCHO CLIC 1111111011110A15 3. Any contractor performing work on this project shall familiarize himself /7777 cuREMONT O FOOANA OT0 O� eERNARDINO � � v � < � with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his operations, whether � _, ��,�,, O UPLAND COL N or not such facilities are shown on these Ions. , P / �� MONTCCLAIR ONTARIO 1O LOMA J /A\ A_T8■ 1 BAA■ ■ 3 .. AA■ ■ _eFeB A w _ __ �MO11- PROJECT ,... NA LINDA 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering w.w■.. _ . .www _ w so •GRAND BA14YAN 5T. LOCATION - Department prior to any encroachment or construction within City of Rancho ,y� iLew a&VW o Gus.-,Td.0 t sw COO TERRACE Cucamonga easement or right-of-way. c CATCH -BASIN No. 3, W=14' A _a,. 93 RIVERSIDE LEMON AV. 31 • //_ \ L wl ��� .• w.w■.. u + u. _w• . �www w w __t _ �. 5. When improvements are to be placed on native soil which consist of a A.TA• . .. w ... Aw. ■ .wr^w A _�� _ NORCO rocky material, the sub-grade shall be prepared by removing all rocks �� c�' e. 91 I M AV. which protrude above the sub-grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native ©TQ CT I G� material. LI 91 CORONA LAKE MATHEWS F0 J P G LO TSO ANAHEIM 6. Estimate of quantities is provided by the Engineer for the convenience of S project bidding. The contractor shall make his own verification of such _. construction quantities before submitting a bid. Any item of work ^� ^^ WI „ LOCATION MAP 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. © MANHOLE No. 2 LACFCD 2-D 184 A �a. N N.T.S. GLEN nn . HOT SPRINGS JUNCTION STRUCTURE No. 3 LACFCD 2-D 191 A\ 7. City approval of plans does not relieve the contractor from responsibility ® � ,• I 9 2,' R.C.P. 2000D _ss for the correction of error and omission discovered Burin construction. D Upon request the required plan revisions shall be promptly submitted to VICINITY MAP the City Engineer for approval. ® JUNCTION STRUCTURE No. 4 j.ACFCD 2-D 193 A1—a. N.T.S. AC 8. Work site shall be in a neat, clean, ., ----••Awrrr w■wf ww■ ■ .w . LArA■1 w w T,A�-_ BASE hazard free, orderly state, throughout construction. Site . shall be cleaned upon request of the inspector. 18" R.C.P. 2000D 9. Contact all Utility Companies as required, 48 hours prior to excavation. w.w� �,•www^rw • ._ _ Provide for your convenience are the following: ,I, A. General Telephone (800) 422-4132 .e.:-:-...*.,.,.*. CASE II PE for underground service UTILITY, PROTECT IN PLACE L•* TRENCH __WJ PIER RC STANDARD 513 B. South California Gas Company (714) 394-4356 n n _w..ww-� �.•-_ ._- !-•- . __�_ _ _ ___ _ WIDTH + � nnu ^i+u►�r/1T■^ue•. ^I1iur1 . t ._ _n / 5566 Arrow highway n � __..__._.•. _.__ __._.__.._,_ . _�� _ -�- - - BEDDING SECTION Montclair Co. 91763 ` Z11-MITTIL T " L_ LIVV7\117ITLJ-4I 1fZV1 VV L V 1 ,7 1 C. Cucamonga County Water District (714) 987-2591 N.T.S. �►.r� nn.► nrsr■ 9641 San Bernardino Road r�r @:FF-6 l^u FOR ^1 FRE)14i+66+ ^ Rancho Cucamonga, Co. 91762 / � ^• ^-•^^ % ^^^^�• •• R m �NrS�en dr: eev,sed Lim is • perbsh,C�•�•e � AssoCbs'�s Q �' Cb�is�ruclian f�� T�aaa? BGG. D. So. California Edison (714) 947-8261 ��"' i°"� Rf` iso � ,ca . A w..■r..�.rr _ ... w.�.� 987-fsoG REVISION APPR. DATE 1351 East Francis - � � w ., w _wwAw 1.714)�.�,bn�s, CO. ��73o No. Ontario Co. 91762 / Q www ,...^.. .._ w. r,-rr*, ..--• •.w w..w. _w.f '.� w w w Aw CITY OF RANCHO CUCAMONGA /.\ /,it 10. The final or surface layer of asphaltic concrete roadway pavement shall , o not be laced until all utilities and utility laterals within the �.� R.G.P. T9 8,W _ n W ■ ^ ^ ^ LEMON AVENUE STORM DRAIN p ty - ^ �. .uw.. 0110011% ..■.. ■ ...■. �..� w.. _......w �.w Ilo. 29224 �� roadway have been installed, all on-site improvements including all Al n FROM grading have been completed, and all unacceptable parkway and roadway -w" ?•- ''�'"' 11111 ' 99—L T ... .O All.■►1 R__1.�.r &1 11 ,� '� cwiV improvements are removed and replaced to the satisfaction of the City � AMETHYST TO ALTA LO MA CHANNEL Engineer. /1\ w-- -- —_ -- - _---_--_ --- �/ �•� •1►■^r/1►1 eMrn11^•r11nr u_ n i .i+rr+n A r.. �R t ® _�►. •-• W 1100 --••-• Is _w.IV'_ _ _91 Is REPLACE MONUMENT RANCHO COCA 702A TITLE SHEET 11 . AC Pavement and Aggregate Base material are for the "AC Pavement, Proposed' _ areas as shown on the plan. The cost of AC Pavement and BASIS OF BEARINGS: APPROVED BY DATE L�-�?F=� BENCHMARK Underground 8orvtco Mort PRIVATE ENGINEERING NOTE o¢ o CITY ENGINEER &Wl�aeaA^_ R.C.E. NO.2i Aggregate Base material required for trench repair shall be included � 16 717 2" BRASS DISC IN CONC. CURB N 89° 55' 55" E Call: TOLL FREE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH N,� W s, DESIGN RECOMMENDED in the cost of the pipe. 2" GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION �c N W CORNER AMETHYST: AND FOR LEMON AVENUE AS SHOWN C7 CONTRACTOR WILL B£ REQUIRED TO ASSUME SOLE AND COMPLETE '� J.F. DAVIDSON ;a "� `�` ORANGE STAMPED CITY ON RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE �' D.J_H_ ASSOCIATES INC. ��" Z�, qv 12. Pipe bedding shall be per Rancho Cucamonga Starfdord -Drawing No. 513 and 1 - 800 OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL 3426 Tenth Street ' OF RANCHO CUCAMONGA BM PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE . DRAWN P.O. Box 493 SHEET the Soil Report Soil Investigation Lemon Avenue Storm Drain, Lower Alta Loma M +► 10084 ® BCR. CONST. PLANS FOR THE 4ZZ 41SS TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CB Riverside. CA 92502 .�_0F�3 Channel to Amethyst Street, City of Rancho Cucamonga County of San Bernor- HOURS. AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND Ery�L 71 683-02 FAX: 714 686-5807 Biro, California". Leighton and ASsociates,lnc., Jul 1989. IMPROVEMENT OF LEMON AVENUE", INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY . ) ) g y CITY OF RANCHO CUCAMONGA.= AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE or Cµ CHECKEDC.E. O. 35438 DRAWING NO. ELEV. 1582.123 ' PROJECT. EXCEPTING LIABILITY -D ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ATE D FILE NO. 8911369 �Sd TWO WORKING DAYS BEFORE YOU DIG PERFORMANCE of WORK ON THIS PR ON w w.:. w. ..„..:... T m y .. 1- -.. _-. - .-,, _ M ... �., _....., _ „ ,. _. ... » ».,._... „ .�_ .....,:.o,.... :,..> ,� M,.: .... «,r « ... m -,,.,w......-.'.,.- T a .. , < t d . nm^.,.,. .a Y. ... _ .. _ . T t < e ; V, e . , : . < - a - I .. < e e . x .... - .' . e .... ..,. .. jj t .. i ... , } t I� ....y- n t f t .�- . < , • - ,..:.� O; F T� Cr { 4 1 ( . : * a E 11. f .: .. .. . .,. .. .. /MP,eO✓E E4J7 'QVS t a t ,.••'- ti . - E . , so a a , I T j . . , : . n . , ,. _ .. moi E < . 3 .A 3j�t . f . I ft , . y T _ t - t. , .. ,�+ .. ;. - .. z . .. , l Y_ a f ` • : ; : : . jr rr - ..` ..a ........ . I tJ rr• a -i. : x - y _ c. .w. I" Ic Q -�- � t . , E tT. O�tADE71 L� 3 ,` Lt f M ��• ¢... +. .. i ' ` , +. F �j 44 - m a >~ of of STREET' , . - t i . ... .4 t,sr, a'. .1 ... .. mom:. i f , to to _ f . w I . .+�� . m W r -may :I "(� t - .. ... L " , h + W ... ._._.-- �• QTR L - . 34 �. n n . . S'= ; Z _ ----- , . . X _ -.. , ,... _ , r �..� .._ 4.,.. , , _._> ., . _. � ip .. � to .. „a. .. _ t. < 5S0 • . . �5s� I I I • f 4 y -ice .+-"- _ -�� ::::�_������= . Q d i - - . W `'� F_ % . I N Q , Q --- . tp t £ j I . : : . � : . N . . I N ��- . STARTING WATER SUR CE : c~n N . ..� H.G.L. -�- . ELEVATION PER HYDROLOGY AkD` { - _ _ , _ 4 . 1 _ a ..... d HYDRAULIC CALCULATIONS FOR _ _ _ LEMON AVENUE STORM DRAIN _ ---- ",._: - "" "� _ . �--- ._.. < , „W,,_.r•--'"- .. t ., . . . . e t .=wnwe © CA.e.lST r'/av i _" E � t1. t _ . . .� 12 . � � . I : W.S 72.43 __- --- _ ' ; � ; 1 I I . . . 1 16 ' -- ___; .� Z € §$ f f V - 5 3 -t n V� . R ' t < .� y ; ... .. ..,.. . _ ... --l-,",...a. .... -. .. ... .. ... tii � I I � � . ; : & - / s I I t O . I . i doh �. �6• : t : 'tet' 0.55 . . .�44 . , t . a . , . U7� f 7f .4b T0.70 �OF.L., . . : , _ . - . ... .«. .._... , , a - , .. : E : ... i . ... : -: -q f i A _ I f' . . d .. .. , . FA_. F 88.48 88.52 : . 1. . : . F.L. F.L. f . 44 -I < ' .. D .. #{ f { { ( . t s < f < a .. a .: i -f' .. .... .. .. t , RELOCATED < , + }. t 30 W 4 � f t y f F y f i r-G a , d • I E < . I o {p} t f 1 + i ' k f ) ; t 3 f f s HYDRAULIC DATA 2 HPDR : IC �A" A HY1IRAULIC DA''A .. .. . i xI. % o 'I" 9 429 c.fs. ' Q = 429 c.f.s. o' is Q ; 426 C.F.S. I loo A X06 ..,. ,�_ _ I a.. .. w .-. .. . J '__ w.. ' : ., 560 v = i1.1 t.p.�. h * 0 : V = 11.1 f.p.s. - • . �� t\ V'= Ii I FRS. f5 < 5 . - , t _ < 4 i ., : j. � : i C t . t 1. i' J T - , , : t _ : ... . .. a , F : . 10 € 1. �.} i. ; . , f _ f ` t S f- f- �- . . . I I , . . . <n .. . . : . f Trot . ,, } E+d ®F11 f i- t I-�YDRAUI I C t AtA i{if f .:. .., v 3 i � 1 i / E cam` 2�s. r•�a� R.C.Q. w goo . x _ O.C.P. - 1260p . Qin= 429 c.f.s. 349.08 a�4 . R.C.P. 1200D : S2t � 8 . a J = 15.3 f. s - P - -o . e ' < > e t :: . { _ - .. ' qq 4 . .. t _ 1 t < R . : : i tt SCALE: 4 s i _ ; Y i f .. 11 t : . f . f { . . , - : - t t - L HdRIONTA I 4� : f . r . I t : VERT ICAL I" 4' x t . 3 q : 1 E ¢ } i i T : i a .. .t. .....,........., .�.... n ... ...a.._....f. ...._ ... _ .> .v. EXIST. REVETMENT 10+00 U 11 +00 12+00 13+00 14+00 15+00 116+00 ' 17.00 18+00 19+00 CHANNEL WALLS .» V4 N q , li GUTTER PER RHO CUC./24 �- � �++ u �- p - STD. DWG 303 AWCUT CONTRACTOR SHALL PROTECT IN PLACE ALL I tevrs/en ey: UTILITIES CROSSING OR PARALLELING THE / I 1 z j < h ci ,, CURVE DATA STORM DRAIN UNLESS OTHERWISE NOTED. 1N•9-e' - a 2 , A R L T CURB 3 SPANORAI 1 T AL herb/sh germy s !sacra/es W Z Q W � REMOVAL AREA • ', I W Z o 0 �1 4 1 62'29'53" 45.00' 49.08' 27.31' _ -1131 U�/c� Ave. sd•tc /so rom" 3 m 0 ' 3 ! LG :: Lal edncho C�Ar»on,9-a ,Ca. 9/?3D N W � ^ ; N '''' l7/�J 987- 'tSOfo 4 W J w Q 1 �' rpAw~',. CONSTRUCTION NOTES tCONTJ II /\ s 1./ 1.4 . 4 4 S 1� / e C 0 v r 17 z �. f Q� U. I 11 v. n `� r` ,� v a o '+� tt't�o �'� z .� *. _ NOTE: ew E. s E 0 I I I t0 � v W�' • � o � ���`� ���' GF yL © 18" RCP 2000D °D n t ' § wN o `+. REFER TO PLANS "LEMON AVE 30" vs CROSS GUT ER w ,�� ,t N ; �' 0 WATERLINE RELOCATION AT ALTA h REMOVAL AREA a -� 4- � o �j( 1r 9 , „ X I ST. ( * ' a � �` �' gird ,�: 19 24 RCP 2000D E a ` � % jw Q LOMA CHANNEL," 8Y CUCAMONGA ao � _ t AC PAVEMENT �' : O GROUTED *% F ►- Q w �• °� n N N i COUNTY WATER DISTRICT. ASE PER • w • �� . Q .J N - RIP-RAP a N o us N �- � 30" WATERLINE RELOCATION '� b TY AL SECTION 0 W „sr vlL ��`� N zA = W O r� SAWC INE w N 'rF fDF CAI f1jol � Z 66 , 0 PROTE EXISTING - a W �,,,,, ,rrrl' . �E�MF9i . 5T,4. /2-145_ r'o 57 1/-195- 14 llllfi Q SID ALK IN PLACE I TYPICA a t- w H Q �LEMoA J 4V,6 J[/E. ~ W A N N a J0*1 to FUTWME 452w.see".=66AJ p ' J 0 \ �-PROPOSED R/W `t� -. &-- � _ N.T.S. Q J � EXIST. R/W �ME , It C - - - - - - - - -_Ij 0��- 66D ''�--� -- - - - - - - - - - --12 7 - - - -- -- -5,55 - ffh - - - - _ -- -- - - -- �• _ - --s- -- -�--- acs >� M�_ � _ _ -DETAIL "8" -� P__ 0 ?' - - l + -------- ----- +_- - - >-- --- -------- -- - - - - f HEREON = - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - =_V- -=-- __= - - - - - - r1w - -- ~ - - - - - - - 7" - - - �,�.> �- - - - - - - - - - - -- -;,- - - -- -�-�8'W - - - - - - - _ _- - - - - ---- - - _®_ -Tom - - e'w = �_ -6•.w- * bay___ _ _ _ _ _ _ __ 3 _ _ _ _ _ _ _ _ __ / LEMDI�. A AN ON 4 WL. - __ 1lE�.lUE - - - - r 9 - 4 _ _ 9F Ili _ -- - 0 --- - - - Q �Q -_- = �_ r� - - - -� - --- :"s ---- T - - -- -- _ T -- I - -T --- -- - - - T - --- - ---- -T - -- - - -- - _-� ---__- T =- -- •r.. -mss - - - � �- - ---•� ------ - --T---- - �,'0 • _ I -- .nom iii '_ - moi,,, } •' _...� � � 1 % a� -- I EXIST. S/W mmwqlr-EXIST. R/W l� EXIST. S/W �• isD EXIST. R/W- k N 1 tZ /e �✓ O I 40 30 !0 10 0 40 STA.x•38+ LEMON G//yG4 STA. 0.56.49 = STA. 3+A�$8 CHANNEL STA. S•466.4i LEMON AVE. > ' 1 6111'-5¢ i " I LONDON =STA. O+OO.00�LONDON AVE.(Oot4h)- LAT. 18 SEE SHEET !3 - SCALE - I" = 40' Q � � STA %5�9/./ZjS.D. � 4 � I 0 eeVVa:l C//rrfa a/ C_&W?'1'dCjAXl f4r Tr. *BIwG 04 AT 18" MAX. 0 / D 035 ,TACT /4866 r` 001 -400 (I CITY " " Q ` P� P OT n Z W - --- - -- - DESCRIPTION OF REVISION DATE APPROVED a U 8ARS * N � � of o p n I •7 AT 16" MAX. - � � M I LL a o o W CITY OF RANCHO CUCAMONGA 4 8 I/2 4. @Osmelli 0, -4 'k I XIs 1 ��x - ---- .., a09 LEMON AVENUE STORM DRAIN _ Vv � E11 OPTIONAL "e" o OR`)J DIA. FEN I A� PROP. R/W REPLACE MONUMENT. CONST. JT. LAP •5 A 6" MAX. ABANDONED ,�_, CONSTRUCTION NOTES ® IF- ff- rkr%l PLAN RI PROFILE 16" IRR. ul.4'�3'33"r=_ G'pl/sr L'ATCN s�cl :Loc�ac vEP /k / T,C��7CT /¢8(� •4 AT 3.5' �II .(� _ �e GEA-/ ,0sj /Mv P/��rs 2 , TRANSIT ION STRUCTURE No. 1 84" R.CP. TO 8'W x 3.5'H R.C•8. T � 18" MAX. .L.(TYP.I 0 - - / ' Tx' "� 3Q 84" R.C.P. WOOD. - � -600 :STA. 9 * 22.22 TO STA. 19 -v 09.00 ALT. CONST. rno to / JT. "a"U ARS 1. _ _ U� �' 0 4 9 , $�;,�r.�'tf7 22 61m. /2�0'I.V t5AI N = Cs. w.td'- l - APPROVED BY: QATE:f1 =p'4 6' �7 AT i MAX. N A Iti o- E�►' 4A I k cl -1.9 , `� C� STD 1�1 POA��,25.67' l / CITY ENGINEER RC.E N0.�91l7 " 5� 7J 6j. I _ _ k,�.V'�1�►1�,f. / • • DESIGN RECOMMENDED CONST. JT. 8 .��A � I / / i / �.. - I..I I I _ DJHJFD DAMSON �-� _ iATE , N '� k1- e4 4' N I sem- 12�1oL95 LE 606 LEMON 0 V 11E / DRAWN SHEET 6" t A E� -' 17 MANHOLE No. 2. 3426 Tenth Street HALF SPAN - � - "i 6 �"' 11 �.- O P.O. Box 4 A t\rA••�r�•T•�• AA•.I r..I�►� •.1 i�L Ilk CA 92 SOB" STA. 10.14.54 S.D: 1�8 J.S. No. 3. FP_ (714j i83-0209 F :(714)686-5807 2 or #3 AeESTt�. 13�I(o•5� GJIgIJ►JEL. DETAIL 8 //\ / 1 \ - CHECKED CE 35456 DRAWING N0. I" = 2' I" s 20' =STA. II-}94-•ll •LEMOU ® J•S O' 4• DATE 8 FILE Mo 11369 Z�,��i -� \ 'PP& CLe-T ,s4avr tu- : . ._ OF . I \ - 1 CD ` 1580 �Hu : . f` 9 1600 41 V= 4.0' �� ac; a Q EXIST. F.S. V= 6.00' 13 O CWD ---- 1575 75.04 --- HGL 1595 �-°D ' - W.S. co _ + _ 95:22 Y,a a�aettd o ljjj ami a _ t�l�-E2"ISTW , penes La4erela f !a o e Y7steEul Frain 140" Co ra14Sr+s �rulc�ien. 1570 `` y " IA ch � a 3 590 GL t - HSs - 4 0 ���• frb+sh . f,�auerra Aocscintes 5331 L4twa Ave Bwte_ 150 .�5= - 18"� EL. R _---• - 0 loo = 35 c.fs. Qanv,d Caca ,a„.1'a 9i-co RCP 2000D V= 7.1 f.p.s. - c��> �87 -456& _ 1565 F 3 1585 Q 00 = 4.2 c.f.s. 0 �pE „ V'= 1.3 f.p.s. ve) l� 38.8'-30" RCP 1250 D " I ��o E. $Gy�r� �v. ISHT. 4) - 00LAT. 1 � .iA2 4 120"W ISHT. 2)1 j PLMa M SCALE!s - vEer. Z rF aflf CA`,�o�•��,\ pp_V 0 4. 1585 We 14 of V= $3 11 Z I I EXIST. F.S. ALI , _ o • - - V &F.� 0 CONSTRUCTION NOTES t0 m N �,• 1580 M N +`� .G �' 33 84" RCP 1200D. ;r Cy4 6 78.90 -__ HGL __- 7`9 . 10* N --- --- W.S. � J30 1 1,575 - mt a •�?s� o° -- 9!�1 �G 4.16 N '( F �c• v�v�-�vV _V 1> 0100 15.1 c.f.s. 1�?�' 0100 = 7.2 c.f.s. 1 �y __-8 III _b� 9g V= 4.8 f.p.s. V= 4.1 f.p.s. 2 JUNCT ION STRUCTURE No. 4. 1570 ' Iml P% �o • r 51.5 -24" RCP 2000D 36'-18" RCP 2000D sp x ZION go LAT IA LAT 18 � ISHT. 2l � (SHT. 2l . 17 iD ' �G• 2 G• W= 0 \�p� = 3'-6" 4 oz (409° W= 3'-6'• F.S. 10 1590 EXIST. F.S. = 3.50' EXIST. F.S. � 1585 .50' �� V= 4 � _JL - 1590 cn - D m M 88.22 o 87.62 N oDW.S. N ' 158 1585 N , 1585or , _HG L 1 78.41 . m I - Q 82.85 •� --- cn Q = 3.00�G �? = W.S. HGL �. / HGL i �? I ,� gg , or 157 ' _ L16% - 0 1580 1580 � � 3 3 6`. �6 0100 = 2. c.f.s. F 6,98 1570 -- 0100 = 15.1 s. 1575 T.P.S. 1575 •C V- 4.8 f.p.s. a� • �V v 4' _ 15.5' 6.0' 13.0' 4.0' .01 = 2.0 c.f.s. ts' V f.p.s. 8.3' - 1n eewcew zmmes ezwz4uc1Aw7 4rT,ame, i¢s" 1565 -- ---19.5' " RGP 2000D 1570 RCP 2000D DESCRIPTION OF REVISION DATE TA CITY PPROVED CITY OF RANCHO CUCAMONGA -`- ISHT. 3) LEMON AVENUE STORM DRAIN ISHT. 2) ISHT. 3l A 4'emieqZ5 1.4, 1,6 7Z 1¢966 . - • t f f f t CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE APPROVED BY: DATE: ?-?C) STORM DRAIN UNLESS OTHERWISE NOTED. 4pFESRtQ f N,Y W CITY ENGINEER a� RC.E. NO.aI 9(Z 0 5 10 v ` DESIGN � RECOMMENDED D.J.H. IF:D �sACIA'TES, INC. J%ite Lt -2c,-go DRAWN 426 Tenth Street SHEET C 0. Box 493 C.B. Riverside, CA 92502 13 ofq� (71 )683-0209 AX:(714)686-5807 of CHECKED DRAWING N0. R.C.E. No3545 -DATE FILE No 11369 4/60 -rte