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HomeMy WebLinkAboutRc St Improve Plans 841/1 Thru 841/6* 841/1 841/2 841/3 841/4 841/5 841/6A n r, GENERAL NOTES- 1. 41-1 ,WaFc1, S.4 4LG BE. OOA,95 /rV • AC6'011? 141VC` C/TY OF RA/✓CHO CUGAMONGA 12' ID! ieo iTAN!GARO i AIVO 7hL: STAIV,QArP,O S1-4r,1/-/C, 4T/ON.S FOR F ,?BL/G 6Q/OR, S CONSTiPC/CT/Ort/. CLlR,p�NT EL7/T/OrV 5 5 3 ' 7. yE COrVT,?ACTOR SHALL 8E 4,,0/l /t'q/tfC< TO T�lESE Sr,4/Voa;FO.5 ,4,V 7 SPECS. 2, Al_G �/P�'L//<Zs OFF SU.BSrRUCTURES OF AWN' /r/MD ANp /'ELEPr122114 OR 1-01'02e� I -Me S,.1V41E4 IYIETE45, 6' I t 4` - rd L!4LVE5 F,/RE fYY%JR;4/VTS, c� r., _-swo/-vv ow Ivor SHOlryw aV THESE FGAf✓5 !!//7f//N T�� L �c/G5/7 Q� LY4�O �iG"- � � u� L//iI/TS, O,� /N .F„O�TAC.ENT ,qRE/:,� �,c.4'E ,,�Y/PRO//�i1.9,c=. ✓7" /2lOr?.0 /S 70 ,BE .ODNE � A_ .,, .e3E RE�f^10!/ .:..,.e ^ _ I ��� 0/4 FeFLOCgTEO As r4EQU/RELi e9T NO COST To THE' C/TY G:'- 1434( e-fW CVCAI.u0A1S,,4. -- 3. ANY C0NT,C4C7_0R /`'Ei4FDRM//UG Gi%r.'.`:k' ON THS f-i40TECT` Si/ALG F/aM/J_/AF'/ZF_ fir/lYf.�;�LF .WITH TH,�•.?/TE' �'! AMO SffAL/ 8E SOLEL Y f--_SP01VS114LE FOR lAlY OAMIA6e TO E- r/ST/VG ` 9$.. E/QC,CSEY�qC,!U/rLGrRTT(GC/SG/Y/'4OiFif/t %RT//1ttL%`f//1iFEOColt!EfNlNE1✓E'TGIGrO/A'.CN. /G�.EMO/ErAPVR!TES. d.,T .!//rO5 Nf%7.E- NE �h,Q�Egii�t/DKRrY7JENL�T/YTfCardrTt%f">/ET,'S4EL/GTC/.GDC.✓NU!/f,^?s!/TcEi'T5/'.EO,//4dVRYCP�tL/,. E1S,B.ACO'FF/,L4GC/,L /TC/OEiS,AQECsTf/LfiTGiE Y /. �� —"- TOR IA_ 04 /!JO/RECTLYFH/S Of'fAT/ONROW M27- el6wowN O,(/ Tti, AFW42Z �3 � 0.3TffNEQ FfFoM THE C1TY OF Romle'110 CeICAMON�A LNG/VEER/NG Dzi>-TSC METYPICAL 7 ,-0 AM, COIvsTRLICT/OlV 111? LN C rr- OF R4CHo CMC4",?MGA 4A-S4Y6W7OR /'/611T —( I0 5. ALL 6R40_ STAfES SM/L BE SET _RY71'! COAv7l,4,rrol O!}' P41lfNG STAPES SHALL BE SET .4T EGGE 0/7-IAEEMNTP14-11if/N G20/ FOOT 0/- 5L&-G?A0vT cl_-rV4r1,fW 4A10 AT i/' uT .44424E" 714AI SO FOOT t2V,.A.O/.//i/f5 t/rE.D BY C/T 6, AS Mz50:0 9T /i�V4�ED 04 //ERT/CAL 6• ALL G.9S-//OvL- 0,-,- UT/L 'TY LA7ERA4J, O,7 CROS,'IMSSHALLE, T ,8.� COA3:7OkIC16_ 7. TESTS' Or CI?06/Vp 41VO !LL SHLL 6FM4T ND COST 70 Tl/E C/TY 0,4 RACHO 1!2 THF%'<F l/!/CL 5B/T%ESSSA C/T'Y ENG/lUo C-_ FFOv- A,'P?OI-AL F10,- TO THE fG4CE/9ENT O/- SASEM,1/Q/ ,O 11� I 7 OF 1`4k'r/v, A /IATER/AGS 5114ZL BE TO T'-5' 6/7-Y 26 COLI .//STING ,9LL TETS OR .OETErrrYIINA710A1. CO'VT�r�✓7- 4/G0 6X-e4,SAT/ON OF ASPHALT 40A,29 R/ "v7dLLAT/ON D= AMY zW14W-f, fRSFl4LLMTQE L/S7.-1b;5 4LL OR 7-0 SCALE N 255 W ZS A,VA/- YS/S A VO SAA ,0 F46r/I/AL_cA0- CJ A6GREGA7_W' BASE, 14 27 IO. VCOiS/S, OOCY ATE/fEIZ0 An --1 THE SUB-G PAOE SHALL BE• PREP,4 4E0 BY RErti/r7L./G ALL AE•D dE T.yE a 3418-6.4A06 AA,0 4LL VOLOS G'R bFY?/�ESS/O/VS u' AGG BE ,'?rCLEO ty/TH 4 F/NE GRWVr e,O A44TERIAC 'Z` 5 �� 2� A !lt/ALJTY fjETTER THAN T//E /✓A, %liE /YIATER/AL . y 1 I5 - ' PBP"/i L7- 69A/C,?'ETE /S 0 _9E PLgCED 491V SC/B- 4'A� ! ` A SL7/LS .STEI?yLA.•VT BY - gFI - ;MERCED CT THE -A. A. frig //SE UNDER A.C. Wo PG C, sHALZ Y �E C/N/rcu.4M ,�1PPi/E,O AT THE tY14i(/UF4 TURD s t �-- RElOr1i1N/EiVOED 14.47E iFDR. T115- FULL P41/EMEi(/T ,GP110771 FAR/OR TO `'4Y/!t/6, q f �.` T/.yIATE OF 0L;41V717_/ES 1S ,�i401!/DSO FY T:/E E,f/G,fNEER ONLY FGR 16 7;S�E CD.I/!/EN,ErVCE OF,TXE L7<</� L_oi ER, Tip CViVT/,?�CTOR ",4Z-' M.4XE HIS Dlr�iV OETE.P�!/./,gTiDrf/ OF GGavSTRUCT/cam/ QC/�WT1T/E.S 23 12. X ` �^ BL i�O?E SUBS,°1i ;? ,•s/G 4O/0 , AA/Y /TE/1�! O GllO4<� r4EQU/I�EO f�Y Tf✓ESE /-;' �WS dYH/CH /S .4/OT N 1 30 SPEC/F/CACL Y L/ i EL7 /N ThE ES1-/117ATE OF Q1L4NT/T/ES 5114LL 0E AS /NCL[lOZO /V 3 TiHE f7>/!ER ✓T�� r�s O� lyOfs'K. 17 22 J 32 31 13. STREEI S/GN= t'Fi CITY OF 4A/f6*110 C1_1C,4"01 GA 574AI,OARD NU.ULBF,4S 40/ A&D 4e2& S,11AL1- 3H 0 COrr/}TiQUCTEO V- NCH !rVTERSECT/O/t/ 14. CI2 \ J 21 W TY {Pf�ROYAL OF rPLq,VS G7CE9 ,1/Oj REr/G yE Tf/E CLFYELO�ER Fi40,t�1 Rr_S�JN'S/B.rG/TY FO,� Tiz/EU COrPiF'ECi%Ort/ L7F EA404' AND OMtSS10/i/ /�/SCOIiEREO DUR/rvG COrvSTiP!!CT/O.;! UPON REQL/EST TXE �� 18 RE,nU/rPEO P� q N /?E!!/S,'ONS ShIALL BE P, 40/Yl/'TY S//BMfTTEp TO T,iE C/7Y E NG/NEEF� FOR !IP' 9,Fo1/AL . 1 L , 33 a. ✓iI/DR.Y 5/7E ArVO EXTIX'DR Lcr 3E /N A !+/_FAT CLE'y, ffg2ARD .TREE, ORQE?LY -5,W4 19 20 (� TH,QOUG�/OUT C�'NSTRUCT/OIV, S/TE SHALL B� C!EArt/Ep GPG�,f/ REG t/EST OF T.�/E !NSPEGTGF?, l I F 16. COrVTAGT /'!LL L/i%CITY CO/Y/1?4,V/4FS AS r4Etyt//RF , 4B %>OU4S F'R/OQ TG EXC41/AT/OrV, i� � r _ -" - LA VINE- �-STREET --- sht 2 --- .l1 10 19 I 38 37 , 36 35 34 j CONSTRUCTION NOTES & QUANTITY ESTIMATE 'Sl-l� �x.1Al�i�r1`C'1� SlS�V111. 1-�Yi�xj Pk'CC L`.?F1�o5ClIJiL�"�'Sc AI.Ll7 ll�ct7 �_i'� etc«N.tT,' ���-YJ fX�;irj �i-12�C�fc-.� cx.�C-' -C7.1j �'�i=�� k(or- eX� L4-ao 114 Au`( %A-f Fob Exntol1, 02 coi l5r'>_4 Tio t7 Sty L- e r27T yrc f c� l51PJIl J'i OF T",:a Ce I G { S� ACTtt' To ;'Rc��f l ih2 ' �'� l VS, Owl l Q�Atjz-cTlfG�a Fog P 1+7r,_ I I �a A4o coi.lsT,wo-r : - VLwXbso{ , . Gol15T, s" a•�. otc 4"Q::'. ��— GOI.jsT 3" cxCt'-Pr � '�' CaUT�•�- t'f�- �%tT`( STYE. Yat�c�. 1.jc�, jio'.+_ � �� q25 L.F 30 - ca+i6T hl r� G rlcz K P 2 of ~( e o. tn\.k)tc r - . --P to _ 2 F Q— col%l . z�n 1��a clTr grro. raw/ . •Tito _ __. _ -- 40 1�•F �j --- GO�.L `�'At,t'JR�i� GCO C-tU.TT�ce._ •♦<. r-m-( S5Fo. r_1`ti .. t-o• C6- -- 3, 145 *.fr -> fo f-c . 2C,G�t vvibt TiA�_, tJ�IV{G AC'l'G��CN C Gl [`( STD. lG'AfCo• I lo. �(J5 X=3' �/=fa) �j� r/l�t r/.l I I G51 �- 2fdcT I.LaMr,: *vz a rw- c v-'-YJ. tows , } C, 43 1 _ _ Q rA - 8�— t1.1.5Tr.Ltr -,Tor, SIWt,I..eav- cl`r`r.-_To.. t:>Wat. 4o$_ (�--- 1l•(-nTA u- eima�-r /6 E.4, Pff �t.O 15.W(, �elP�fe. t1 -- r.asT. 7.5 ,t e.G.P (/iao )--- --. -- 2h0 L•F hi Goaer. -78" �.c.P f2Gs�D�� �—� 35 �•f. 1Q - Coi1/F17- 39" eX---f• C/25c�-D}- 88'l..f ~l, - - eAf,JgT, 24^ ¢..G551 t.•F. t1 _oavr- ie, ez.f' q(o 4.G'. Ib cotl 77. IJ OoL.G Tyra Al'Vf_-L LIT`` sTo- O\W6t. 4.6. rato SPECIAL NOTE fr--RnM PRIVATE_ ENGINEER TO CONTRACTS` T`I'E CONT,?ACTOR Ab;s<ES 7h'AT AN5 SIIAGL-SS41A7E F&/-/ AVO CGv1P1,E7 RESpo� S/a/G/rf Foe TGy SITE' CoNO/T.OVS T.YE COU.45E' 0,- CGWSTRUCT/O/J OF r1-115 l.V_ e.101AIGT//F SFIF,ETy 0- ALL.-,STSOMS A, 'O APOiPE4TY ) 7/447- T,4/S REQt/,rRiNJENT S,4AGL A4 -LY 0VA'711UL10[/SG % ANO NOT t3E 1.1MIT•c0 I," iVll l-1AZ /lOrPX/NG HOURS j AMI IWAT T//E CcN �7?,QyTQR .�YAIt ,LJE,�:EI✓O I.tiOE.vIN/FY, •4440 OWA141? AN4 ENG/n/EER . 4MI 5 FiPc,N .i+•°' AR/iAGL LiA/3/L/7-Y ?EdL rJP AGCEGEa, Al C0,4i1,EC7lON W//7/ //E a- Ma -A- 0,V TNrS F417T CT EXCEPTic/G ,FG,S L/Af.3/LIT" AR/Slif/G FiPOn.% THE _So,:E Nf6'L,rGut!CE Orc' T!✓.E c?tv.%U.E.P 2G-' FNGIN.EF�P. Th'E' QrldNT.fT/E'S SF/�L::V IV6A_EFOC/ .,LPE ,QPfi40,1'ffi;4TE FLUrO US,c^c/3 ,�Er 'i/'- A,UL' e01V0 O1.ILY. TH.ES'' S11ALL NOT 15-6 USED IV 4AlYl AlAY CGif/STRGGT/G: 1..Z'Y cH,A1G T,UE C°?NTR4CTOR�:S f2ESFYJNS/L3lL/TY 7e PrPOtIOE F04 d!-t/.f/ QI/.GNT/T✓E.:' �R' O/,4/6 AMO) Gl ,:'u 7,C't C7'iC^..' i�U�PR sEs , - '10 x REDUCED PLANS O 1 2 ZI 1+t,,Ltt'''` L " IINCHES ON ORIGINAL PLAN - 11 cotj,.if , GaroA &A to ll� I flc-V- clT( *\ lC - 1,40 . st02 4 fin. l/p1--- A _;Vo. r3lif6.l.6• 905----,-. 2 rd-1. 22 coa*T . col r_ cot 2 P 'rXcTA 1 L ' A' *V�044� off, roc 41 • kk.D • 5 9�---• Gol•!%T • cot.(c . � cis ^ � t`� s? . r�'Lc7�l �- ' g' `�l�vl�{ c�4 �t�'r. l-lo . 5 ...-_ t ice:•-� 11c\1JvJ of cur I.Io . 0 — - -- z5 26 Ca+ �7 t ice- c"gP ENVY /�issvP4r� P h� STGr L vy-, Ito. 5/7 - - /SOD 21 LOt,ST. cSOEDear.//�sT.u<ario✓�9.ai�Q SB.cRC.O. s.G/B�-f!_ /Y. ----/.YSTALG .+%(/N. /,TE .A�OE.2 •S?',PE>= fr T,2.�=-� -- --- ---- - ''`��.9. �---- ccxf�• Q2tt �.c.P ' !�� lam) .-� - -- -- - .�B L'3 30 — GOnt5T. ��o' �.e. t? (IZSG D) - — - — 46 L F 3!;_ „orJ f Inl�.f per ✓e�°^�i o� sheef Nu. 5 _—�. _ l E VICINITY MAP M? SCALE KEY MAP Chany� z4"Pc.P, 7-- DESCRIPTION OF REVISION 1 DATE I APPR. CITY OF, RANCHO C►JCAMONGA T!TLEE SHEET TRACT NO. 11606-1 TRACT N0.11606-1 APPROVED BY � / � ,/ DATE 5� CITY ENGINEERS R.C.E.N°23889 DESIGN TK, AACAL ENGINEERING CO. RECOMM -ND D 1900 E. LA PAL,MA AVENUE Fe f � DRAWN ANAHEIM, CAL; SHEET RNY.J.^ 1 OF r- CHECKED R.C.E23 6+7 DRAWING NO. C.' DATE 3/t! S q FILE No saw t G4-llZ, °`L7f-�•t"G, GC>>L. Gllt.VfcL_'.T NEAt�•/Ac.L @. 1-�.yf. Cot, 1�A/�f-I• �• (� R r VG G . 4z.41 My Tp G Clir i to..N° S UfCutb f2•�°74 y P EX, GNU, AT PROP, CURB .-- � � J N' LY, "FOP OF CURB PROFILE 1 n; N � EX, GND, AT PROP. CURB �' e[ � � � ''..- ZO'YG G=-z41' 1 W'LY TOP OF CURB PROFILE �' 72 �y u� ul 1, _70 -_-q>, of my m� �� `�� :!,° 58ILA 2aa� 58 ✓ v c5 rri�rir� ;e 56 � � ��' o° cc , V 7, 4l.00� N g N • � s � � oi11 � 1` +nn �?mv _° .`° �� Nm �, �� 8,ym EX. G.ND, Al I ,. 76 J 1 .mn N K p 1 1 0' r ✓G iA /4 gr4 `}r�N $ _. OIL S O O h Ul p n r, h Ifi N N A!64 L-6L=-0-567 • 4 , '. ' � �, EX. GND. AT Ck 52 z.-Ire w P• 62� D 72 CENTERLINE PROFILE IZ t = �� /110 CENTERLINE PROFILE � 4Ur VE: o o p � � N ----- � � �• o 60 60 vw r? CPI,�ro�:2¢) m /0 st lP•i=52.67) a� upi " * n- ` wcps of ^_�--- cfl j --_ � m 40,VG. 58 m w _ __ m v, 58 58 - -) Xr f z?'/ S N -^ -� m / t j N - EX. GND, AT PROP. URB a Frr�rir kjoll orb o p`l• p � � � r�,� �m � 5� � (lm g� � :.� G-4J23r V 56 m v 1 4 $ m h v 5 �' oz w` 76 � I]? ul F 64N� 74 o•- v EX. GND AT PROF? CURB m o o I ut a yao�. v u �� d-2•� • 1372 52 °sop' S'LY. TOP nF CURB 2 �` &2 ; a g�-� -� ��9 E LY. TOP OF CURB m y w� ' PROFILE �'v 4orV,c. PROFILES 0 o - $° � ��' � o wlVr,. I `h p.I sz;aa lPl:-szs�) o m-- 60 60 70 8d'I wi - r. 68 58 5 Hof 56 ti -� a -r N cr 56 c 42.4r N $ N g h MI5 +0 2 �o'I 64 O m h SIN m II 64 Id S0.90 52 - L � R- C1.5b 62 . GO 58 PROFILE SCALES HOR/Z. /„ = 401 VERT. /„ 4 , 0 I 2 3 4 5 O I 2 3 V\NE 51: 20 21 22 23 241 Q SEE MFNDOC 1NO PLACE / SEECA� PLACE SEE SHEET` 3 R/cNT i 37 �� � 5GA •1 a G A.•as7 L-7.?.tt7` L_72o< QIV VV 01 15 35 iz -1 ` 33 32 SEE SN "\ �\ % MERC VINE SS, � - 3 > cv:T R, \ OIG G \p�1� m�J 31 ��'rl 1 40 � I Z539 38 , W1} �00 1 smY_ V1 LA V I E STREET I; C'�r^cue �el�e2 I- 34 X REDUCED PLANS 0 I---3 INCHES ON OR(G1NAL sE P� iEROE G-I-/-� E CONSTRUCTION NOTES Colby(: 5-' C--tao � ?1{° laclTi�2 Prc� GITZ` �1 h. Y7u/Ca. 1(a. �3 O- Cc�u�T. �It:h'cv.!l�c.K• PrGc2.. crc�( �(�`�. I�kfra. 1:Io. 310 `�---/ - CG>I?,�../�. SPAV1i��-L � GQL� C-t�LIT�- 'F� G1T( �aTt7. 1�uIG. I-�• �? �- er, l2T. v-tgial iw.- vizNe ar'1a2oc=+4 m-la. -tTr sw, LTt. 1-6. 3j05(K/va,X=3 STP_fc-T "t-mo 's"Al,( FIGc2 GtTI' STLn. Y�V Via, 1Io• 40) -- {Ifc jpLC 5t� t_.iGt4-r 58Yot3. aw,!I ,U. Jo II-en-z'u.., r3A eicon f crTr vvv. t>-acl• 1.b. 40A , to �5WENr 9:: 4 5 DESCRIPTION OF REVISION DATE. APPR.. CITY v RANCHO CUCAMONGA PLAN AND PROFILE LA V NE STREET MERCED PLACE DESIGN T.K, AKACAL ENGINEERING CO. RECOMMENDED � � 1900E. I_A PALMA AVENUE DRAWN ANAHr'IM, CALIF. 92803 SHEET RAJ. 2 OF-_4 CHECKED R*C `•z'3b47 DRAWING NO, Cif DATE FILE N" 8/ t3�ct�Gl11.MA2k ►L 97 al t.lo f,./, R6v432 o 73, CI fp "° to Z Ix Oe P r.. � � � W � { I EX, GND, AT PROP CURB. J MN r n x l.00 2 -- M t4 N 0.1 P , ni W LY. TOP OF CURB PROFILE eu --~' \\\.� `� �j /. I I V l 6r i70 Q 5 k Zr 0 to EX, GND. AT =r CENTERLINE PROFILE N ' !per 00 (P.L = 73,!/ V ai kli to ri o N o N N p EX. GND. AT PROi? CURBn^ r " ^ r¢t�o =!/i " E'LY, TOP OFCUkB PROFILE— '.! mII y I 60 --'70 AV70 55 I m _ PROFILE SCALE: } VERT' I" = 4 1 2. 3 5 6 7 CONSTRUCTION NOTES QI 5Go%,' 1"=4:7' lO---- cs�ry' ssto, aulc�. �o. �3 +� }t p 5k. - .._• . - 2�--- ��c�r. gf� ucC W diUTrla7- , + Inc, e. Oil Lot-(: �Js4�G^t./lsl mr,-� .cirf 5 Y wcl. lfQ. �Jl LA VINE ST. I d N 2 SEE SHEET 2 0 p�� Co 3 4 5 � • � I � I a, 1 `v f lb q ��a• Fa �o�s a tILI4 0 Y. � / Rai•. �• +,A VINE ST. � G SEE SHEET 2 I I8 17 16co ro ' 15 MENDOCINO_ O ln� T A R G T A /9'37 3H" 7�8.•DG' 2�5. 95' !�4_/9' Ci S+�' DO'" s.d0' 42.¢/' 27n' C /9'3T '' G� 2G ' 233. 2' 117. 97' E �-f334" 7ooDc' .25.3..22` ,r,2�or` o 30 X REDUCED P'ILANS 0 1 z 5 -t1,,,, i"- + `fit-ulj-L- 3 ifv" `S ON ORIGINAL PI-AN-1 1 A• 1--- GOtS57. PCC�.� 2AMf i`{`c2- GT'j' �aTY�• CN✓Et. {.jo, Flo '. S� , Q�51 YJrcl l T'IAL YJ2 iVG n2o4c� 1 t2 C4 SY STb, bulC� . I b. 305 (�w°/6i x=3 m,5- 'u- STvr--GT O&mrc SIicq . 1tQ- -kv*Tv, 0\wc--c- I la, 40,1 / 14-5 FAz,C. 5T V-r-- FIF L 1, 5; W T le L0,,M2r,V, .i/f��S K 6 v j a VICTORIA ST � o ;rp,g�' J 6-O?' SEE SHEET 4 I o� 4.1 'Vic, v, Q I ai j1 32 ah �V,..b1� �� I,r 02' 1h3�k _ ;N URc IMPROVEMENTS Q Q t m 14 13 12 1 11 PLACE \Q `4t1 r _ Tr- F = Tom- ; I4 k3 10 �1 6 I DESCRIPTION OF REVISION DATE APFR. CITY OF RANCHO CUCAMONGA PLAN AND PROFILE MENDOCINO PLACE BETWEEN LA 'DINE IT. AND VICTORIA ST TRACT NO. 1I606-1 AF-PROVED BY a CITY ENGINEE DATE R.C.E. W 23889 DESIGN T. K ° AN AL ENGINEERING CO. 1900 E. LA PALMA AVENUE RECOMI ND -vok SHEET ANAHEIM, CALIF. 92803 DRAWN R.C.E.23b47 DATE -3/+/S4 FILE N° CHECKED- Gi5`y _ DRAWING NO. b'4J r r t z Ve45td MAV_K LL +7 W LY TOR OF CURB PROFILE t V�' _ e .YI-�'a3 L ,2a✓ 25.98 `I/G �` 399G L-4.2../ L= 2r�l' P/>jPl•70:g1 C-15 �1 ,(v, �N LY, TOP OF CURB PROFILE l9� EK: GNU. AT PROP. CURB- V''5.-st 4��.cpa0 y.r 5 j � m v , 50 v� 50 50 QL m oas, m 72 �n 4 �— v ' 1 r `i 6 • w_ 4= o. a / Qfoo-559cf; a Cl rav 48,0 c 5 O `o f 75 75 70 70 om -L EX. GND. AT P 01' CURB , T l: R n�o mac, I re G• t'r r rPi 7o.33j CENTERLINE 68 PROFILE 2cY CENTER LINE �-' ; e ra A PROFILE y I, y EX, GNp .AT w!` \ Lateral' 4- 4 EX. GND. AT �ry V.O� 0° '. Oh +� r 53g0 "olsheq',-t, fIree.overS,h�,u�'�� IDEN ICAL POINT 72 2 72 08 ram.% W5._5!.f5 dr: (d %9 + �I HGL =-F2s • lr�.:a�L75 70 p �. ``I 70 _ j , =--.d R:4.18 ,--5'LY TOP OF CURB PROFILE 50 50 S°LY TOP OF CURB 'PROFILE, P MOT Y 6g S a I L'41_93' 259N.'I/V L39, � U, L¢A2.'4F L 424• PF70.glV I 03g n v I 1y EX.GND. AT PROPOSED CURB 19Sao-, 72 h M�a an 72 sro �l • I,.• 7Q-0•�9�'�flay. � - 75 70 70 40 40 6$ ,68 EX. GND. AT PROP. C ,.i'88 � • ecn_ef•25.95LF Co>as.4I'o1 p Cirls.a5.58C.. 47,51L lPa"R.Gj' f125o6) 9.4 AC {IIOGf�i"I A2"R,E..P. o25o 'D Q�,=59cfs QjL,)-1L8cfs Qlw.598cf5 QIX-48,Ocf5 PROFILE SCAL i HORIZ. l„ = 40' VERT. it _ g' Q 2 0 � 2 � - m ui M; ndOG//JCa Mlace t IS ,o a J�Iko N � 560le: x 1 40 �1Pp ; Loferc/ A-- - 27 2 FUTURE IMPROVEMENTS � �J - o 3c,' ,c�tCED PLACE / p$ b'� / �„ 4 I 4.0 I 3 38 I� SEE SHEET s 10 , ''k B i Ot 2 y I •L5'S. p. Easemen{I 0 a m tiQ gLn t8' t2 . i VICTORIA STR EET REDUCED PLANS -3 INCHES ON ORIGINAL PLA-11- ___ °I � �' � �2�• .tea- � � CONSTRUCTION NOTES 4 . � �1— cow �° a �. �-'�v_ 4�� �• �r. 11w h �'h co ;rl T' fit,• �'� '/ o�1F _ � C��(. 51tY�V:l4�.K.. t�Gff`(��110. bVJI�• tom• 3l0 24 F �v �. 1 qh oy * ✓ �1' 9`1 O—(F7♦ PGs t2LvJP t GI (("C�. YJt �a • Fdo. ail q0• > cot.�(•�c�,.tna�,�ce�n-c,uT�-�r�e::�lr(�rn.r�l�. t.1o.� CsntSr P�1ITtAL rwvu aDac� ?at2 Grt(fi�•+1Gt• tJo•5 /v/�16` X=3') ,-tiiS i IIaM<G StE: I t GIi (STfJ.!�V/Ca. LINE .0 su)fe. t I "=4d I (� Strcef �afroning) ��f � �,A,JJ 1 �f �,/�� •�_ : I "' �� — ttSstt u.. ��€�( t,l�u�r C 5,�tno ucN,r�*f�) l ,�� U � r� a�sY sr, .nor . t b • aok tinc�Jr «W ti`('srn. 70. r�, , dc5 DESCRiPTICPI OF REVISION DATE APPR. /. I �15 --cow, 2lr° Q.G•r• os1 -h) � �I � so' _ I1 rort�(• Is" �.G. t? C I •Luo- n) Ca I� •Maw-rr«'A'�r nvrso.t4•510 CITY OF RANCHO CUCAMONGA + � EE .EHEE7 ? e� eATcu fool ,1 � I Coe-GtT`1' Mtn • Iwo. too - oz w 3 t ME21 60nf1r, GAICIA'&A''?Ito4 3 PCB CVry' 67p, PW6.Ito, 50 PLAN AND PROFILE �tCED PLACE 32 V I A Q— VICTORIA STREET �I �� 2q �vNs'( 42"t2.G.R Cl2sa-Dj a ` 32' - GONSr " G ° PIERCED COURT �--- 11VSTALL 9.500Z-41rdIr M�3 G695r- :9' c.=l•oori ev- To�nc' 'q Wit, �f TRACT NO.11606-I I Y i F R l._., F- n cnt ]RT cc.Gp_q�• taraTA CIPPRONG NEE VED BYD R C E K(p oi 885 = Q Ins T_ DESIGN N SAL ENGINEERING CO: RECOMMEf'DE �v° GIB' col 2�.c+�' Gj2,gI' Z�• TK IQ00 E. LA PALMA AVENUE Qe�r, '! rerr �G ti2' 12" 6�:co' 3�f• r3q ' 2� �7' DRAWN ANAHEIM, CALIF. 92803 SHEET R!rV.J, 4 8; 29'46' 27.on' '41 2.61 26.8� G a �- R,C,E 27 A47 Or_� CHECKED DRAWING NO. 1� DATE— S/1/9+ FILE t\° :1 • .. F , o . .- � r I_ a I!`�y d.o_ . � T- - .� . v . ' '� e9 .. __ .. - - _ V _ t3El4mpa-y 14S -f7 GI-412. °t]�i hI•r�. Go2.. u�trv�'+-T 1-1��OWALt> @, �. / 75 O l - Z 20' 2 I U ZD h I 10-50 -- —= -- .5 ago, c f 2 pinrshe�f rode over I. � rf+af Graia % S�aP GonS f. 1695 L.r !t`g"IZ.Gp a Q! 4. %!',QD 6D 5 a. /41 U Tv. dr g Scale 4 Qa i 1Z O l -Le fe ra l v � � � 41 � �,h,a �! --1 -- p u1 '� // f' 55 v G I (II 5 _\ ,, N g .t - 55 I W tp I I o 4 ,V` m 2 50' vc. uj Eons Q"R.GP. ZU�DD I s` 323,9 ci!3 o / � Cons• 60" R.C•. f' f llUUD) 30 f..34 L, P•(4- 6 43 I I • G0 R.G. P, //0(- Q 403.34 L, /� '� v I tk •+l�' in�5`.�73•�fS� i ,o Grad&* daN!l�inf G� I,o,� _ . - le Scale ._---' ( Cons , 98,,R.G•P 23417 G.)` (4.<o -5¢3 , s) i . � � HOI's , / • 40 ZZ 0/000) ,2 D I lloao) ✓erf. 1.=4, z� f 7 3 8 9 10 11 I2 13 /4 /5 to /7't s 18 r Alhambra F6/r[ za X2G Oc 1 ! ! +� I ; " % {<� �T t ++ / I I - aj .[5r'GA Y7Y G,' h0 4437 A A 20/U 9rafc or ucr! o ° !8' r 1 r r-i -r q +` �. I — � 74 ro 4 �1P • a � , � N :?•U s� N , rz � a i- � - , /3 c� f N LINE rG ° (see sheei-No. a fo,' plan and f' lfe) r'='to; --- - I s .Q r, •. ` P -_ .' // LMp I o,? S L= 7'i V-4•r2'_ a ,• 'VENDOG//ilp '` f° �o °x?? 35' e_ ✓ /� Uf 86•gg ti �vlN l ` `7 Pi I - 18 INLET DETAIL-- `—_ - ti �� U Jy !',;)—,-o.� �^ /Z ••. .' ... ,-�a.so-e , -• ;_...-• —� � Ij oCyr L°4)/' T a( l2 J Fyrc c_a. Ct t. df/ih G',B.v�c�'r'�'�%GYM �'n-ui/!in✓ r , , , 2 r \ i 1 %JLACE f � � �� LA VINE S T. N Y'l!!!! `rc ca.' I s l S a to7 12 fuJri'_ DETAIL A' CONC. COLLAR 6" SECTION A :q 5. D. CURV& DATA 0 R L T 19°37'36` &N..60' 237 73' 120.04' O 20°43'34" 706.60' 255.39' /Zy. /0' 4s'cx�`ao^ 450ol 3S34' 10.c4` 16.79' 17, 67' f. CONSTRUCTION NOTES �a Gonsj, �e"K.c.p. � rroor�7 ' Consf, 6a° R.c:.p. �/,gad Gar,5`f.. 76 z%> Gvr7a f rg„�.c. p �rz� o con 6f. n-lionhole, Type A per city 5fd. 4)V.N� 510 Gr)nsf c •6, =+l n6r c,ty s ' avy +CrI �2 Lonsf. G.P> 31per G,fy Qd Owl A/'.504 ,,4-,A41eG' zrlsf L'cvrc �/ra,'C✓er' IJe'I"tif +r�'r�r�vrr c cr .,rrl !" x'rsel r>er /."cla!/ 'C+ 0" Cansf �!r' ,eapG,er�y prss�pGfor' persfa'Dwy h+o �'/ cdn5�tCat" r?.c.P. (125o 0) Guns,; lolef der 4611 h&re:dr ? Ie U 1 !3 12 !0 ` VICTORIA ST. 3 m /� C� g� 2fi -,MCP � �g';G.1•, P. � /23 86 S,�'e..° DESCRIPTION OF REVISION DATE APPR. CITY OF RANCHO CUCAMONGA P 7E ! MASTER PLAN STORM DRAIN LINE 4—N 6-n TRACT A\10. 11606-1 14D (DESIGN ' RECOMMED AN A1_ ENGINEERING: CO, d TAIL ° f�' R .. 1900 E, LA PALMA AVE14UE DRAWNANAHEIM, CALIF.' 92803 SHEET OF cr- CHECKED R.G:E.�3, 647 DRAWING N0. CQd t)ATE /1 /s4 FILE f - t 4 .._�;-�.r..m,.a,��:u�.,.�r,.,�.::�w„a:�-.:�.�s�,���..:..r,e.�"a:.-�n.�-m-�u�.z.'a<.�s=,..�.�:...�.K>.�::.:z�:-�.�._;�,��:ar•++'-- ---.. t3�t-t Mo V. V- g -1-7 6utz "QI' 4-W. coy• &t-C-/, - 1op. .eae, d x S c LZ c'•� (P.l =50.23� l q) ` Fl�lSh me�r q Ll f y f%ilis/7rd�ljrvc�c 0•b v n� ---- - "Zi1� aV y y - - -- --- I I 1 .t_T - - --- -- - --'__ �? r , _ - ---- - 70F.�..y...: 'elf O 1 5 0.42U I y ti� 1 ` oosa - i r_ G21rb= 14.? cFs 60 ar' GO c' z c..�� s c �e,4u•F„ Mile Wlle-' Q Cel75f 39'l1.GIC'Izba) Hoglz /N 40' 54. l5 4. f VERT. PF = 4' LINE " B LIN "A 21 E 15 14 13 12 11 10 ED pL 15 f 9;5.13 Enc! wild 1 15 % 04 Piebar20 "hlrtdr X td — L I ? 33 I // �g'� 2 57Fe( S�iGh - Wirth 3�8"elf /5-f 70 N E G. l o_ of i E-''a VINE >. � l ST DETAIL 'C CONSTRUCTION NOTES 17 {--CGWST• ��97�.�/8�:�/N '�ri "s"n -�GWST. 33 NAP. C.R !/7� O•J --G�O.v"T S'iv.E.i7r¢AdY /N�7�1�✓_ATlON I�ET.4_�•L .2 �.B:cF•C.O. S..AlB 7A i ! i �I 1 30 X REDUCED PANS 2 3 0 •-3 INCHES ON ORIGIAAL rLAN- �-- 5form Drom Gu Li go°odm n a6 -5' 7 • 22.5o' i 3Cv I 35 iI 7.5 ! Ag G� s o Q i I� 1 4s 01 - I � tfiAn�el I` I Cpns� 7sf" l Caps 74f C(' ER 35.53 ; tFL•4dLF Q!Oo = 19.167j Q loo " 19.1 e f5 Laiara15 5�? 14.0t86. 48 (LIn2 16) 7.5 4'-5 ,S 1; i J � I �\ If Cf/dt:�' fl�E �� �f"/�CP'Ta ,?�'�t%f ,��0� �° r?i =3`� �-✓�`.�o 'w�7a/c31r DESCRIPTION OF REVISION DATE APPR. CITY OF RANCHO CUCAMONGA r� PLAN AND PROFILE STORt"vi DRAIN ,bra -y TRACT N 0. 11606-1 APPROVED BY A l; DATES z -07 CITY ENGINEF _ R.C.E. No-23889 I DESIGN AN4t"AL ENGINEERING (:CO. EClaw - I900 E. LA PALMA AVE„NI -'4 &. DRAVft\� ANAHEIM, CALIF 92803 SHEET CHECKED a R.C.E. ;G47 DfW-ING NO. 2 DATE s/; /84 FILE W—, 64/