Loading...
HomeMy WebLinkAbout714 AkGENERAL NOTES 1 . All work shall be done in accordance with these plans and the City of Rancho ESTIMATE OF QUANTITIES Cucamonga. standards. and specifications. 2. Street markers per Rancho Cucamonga City Std. 40/ �` ¢O2 shall be con- -structed at each intersection. . 3. All pipe lines or substructures of any kind and telephone or power poles, aE'S C R / P 7-/ O /V QUANT/TY water meters, valves, hydrants, etc. shown or not shown on these plans with- in the limits of this subdivision or in adjacent areas where improvement Q C6N,S7. Ac, ,-A ✓E T �E� clN,wore 5 27530 f./r , work is to be done shall be removed or relocated as required at no cost to O- ON5r. ,4•C. �A✓EM6NT P'f/r oAv ryore 9 , X8674 SF. �'oRA/NAGE EASEMENT City of Rancho Cucamonga. 1�3 oNSr. coevc• celw'c aelrrelf pE� gyp• �. srn. or►'�. /i5 5022 L•F. - -`y coi✓/o GENE,eA[ Norief 4. The responsibility of adjusting manhole covers, paving repair and paving Calver cayc. c/�tays- our/6�t rEK s.d. 17?7, o�YG• AW 27x0 f.f. ( I - /1 G/ry APPROv/AG ae o4evIs odef pT,tEC/E(/E replacement in connection with subdivision- sewer and water line installations will be the responsibility of the owner. . Q cov5r. ccwVc. 9/LG76/✓ALK •4"TN/cK /CR S.D. G. 970• oWo. 1109 - �pQ9g Sf ( 20 T/�E of✓Eco�Eti froivl GfsPoHf/a/c/ry Fo/rrs/F 5• When curb depressions areprovidedfor driveways, complete driveway con- ©-- NST co yC• S/OEhvLK X4/NP /-tit 5.0. Cc. 9Tv. pwa. //DA . �-�0 S� t� I l� co,�fGT/oN oy E,tjso�t A'VO DM/St/oV struetion will be required in accordance with City of Rancho Cucamonga, • I PISLovE"� AZIW/N6 e"f7,rac71A ! UPaN 7 CON ST rA/'CKH/AY O/tgrN / 6,f O6J.I/G O 9N r. / I drawing no. 128 and related specifications. 43 t f W /LfQUEST Tf/E ,eEQU//CEO P44N,eEY/S/ONS' 6. Any contractor performing work on this project shall familiarize himself 8 rt'E.ND✓E 6X/9r/NO PA�'E.NENT Gl78 S,f ( , s,1act f!E P2D�t'lPTGy sua.NIrlev ro r w with the site and shall be solely responsible for any damage to existing T-CZCcWTE EX/Sr. /'R /oy ory s) 2I t0 t5 I __Ary tv6,� • `02 4,-,OePVA4 facilities resulting directly or indirectly from his operations , whether or 3 �O �\ m not such facilities are shown on these plans. /0 co/vsT• Z",4•C. O/'rE ��� 9.a, �. sro.Owd• ,yr rr7 f Pcrc lV rrel-CA1 !JECr/pl.�/ g L7.D "V 3$rj li, �v � � 7. Shading on street plans indicates A.C. pavement to be installed. / ecv5q,. yA/t/AQLE .i•c. GIO ffgrys,T ry '/ory 7976• f I� 8. A permit will be required from City of Rancho Cucamonga to any encroachment /Z CON5r ce've ,s[oc/cIti/.tLL PEit ses. L•,. 3rD. ON/G. ,re/o/ sis.' I 67 L•f. or construction within their easements or right-of-way. 9. When asphalt concrete is placed on native soil which consists of a rocky Ex/s T• A4*0 .N// - e"Toreor-/M- PGACa / Fv � i 22 LT � (4 � material, the subgrade shall be prepared by removing all rocks which pro- ,FbADGVAy Exc�iVAT/oiV 9927 c. • ' . Q Crude above the subgrade and all voids or depressions shall be filled with 15 E:R_ •TYPE zr PfER STD 'a4 L� � I � � a fine graded material of a quality better than the native material. CONSTRUCTION NOTES `3ANy� 10• At the completion of rough grading a materials report and the proposed structural section shall be submitted by the tract engineer to the subdivi- sion section of City of Rancho Cucamonga for review and evaluation approval / -CONST. 'A.C. PAVEMENT PER CITY OF RANCHO CUCAMONGA STD. DWG. 201. j N / - will be given when all structural section requirements have been met. �---CONST. A.C. PAVEMENT PER CITY OF RANCHO CUCAMONGA STD. DWG. 201. 7/1• �l •� �W - - 11 . Sub-grade stakes, driven to the pavement sub-grade elevation, shall be set �3 CONST. 8" CONC. CURB & GUTTER PER CITY OF R.C.' STD. DWG. 302. Daae i / \ a " �� W �_�-- --�- by the contractor or engineer. The stakes shall be set at f A ----CONST. 8 CONC. CURB & GUTTER PER CITY OF. R.C..-STD.- DWG. 303. _ - P/?OdECT i LA G[OflA DR. crown points within 0. 01 foot of sub-grade elevation and at not more than Q>--CONST. CONC. CROSS GUTTER PER S.B. CO. STD. D.WG. 11.9.. . E; 7-H .. - T 7't7RA/NAG,6 ESMr SEE SrrT. No. ,3 50 foot intervals. Additional stakes may be needed at warped or vertical rt2.9637 / y�- _CONST. CONC. SIDEWALK 4" THICK PER CITY OF R.�. STD. DWG. 309. �,�,•�o/v AV&-. . -�"T' '-" -"-" j curve areas. Sub-grade stakes shall be in place prior to paving to permit (D_CONST. CONC. SIDEWALK RAMP PER CITY OF R.C. STD. DWG. 309. spotchecking of sub-grade by inspection personnel. ----CONST. PARKWAY DRAIN PER DETAIL ON S�iT. 1. ' " W �N W I t3 (� 12. Adequate stakes shall be set by the' engineer to enable the contractor to ®--REMOVE EXISTING PAVEMENT. Q y h J'• 2s 24 23 construct the work to the plan grades. a--RELOCATE EXIST. P.P. (BY OTHERS) . p 3t Q I 13. All sewer, water, and gas mains and laterals shall be constructed to each /Q CONST. 8" A.C. DIKE PER S.B. CO. STD. DWG. 117 & PER TYPICAL J J individual lot prior to pavings. SECT. ON STD. DWG. NO. 111. N/GNL/�/V oil 6 I 14. At the completion of paving a materials report shall be submitted to the // CONST. VARIABLE A.C. CAP & FEATHER TO JOIN. Z AVE, 1 W contracts engineer of City of Rancho Cucamonga listing all tests or deter- &CONST. CONC. BLOCKWALL PER S.B. CO. STD. DWG. 301 & 302. Q W � APR/CUT AVE. I � urinations completed to verify: !3 EXIST. •MWD MH PROTECT-IN-PLACE. Q _ A. Stability, oil content and sieve analysis of asphalt surfacing. 0- CONST. BARRICADE PER CITY OF R.C: STD. DWG. 404 & 405. � ._ 'SEE SV-16E7" No,. 4 (4 B. R-valve, sieve analysis and sand equivalent of aggregate bases. �g ---CONST. UNDER SIDEWALK DRAIN TYPE II PER CITY OF •R..C. STD. DWG.502. VICIA11TY MAP I - n C. R-valve, and relative compaction tests of lime treated base of I L �l sub-base. 5D, I .� 15. STREET /MPVT approval does not include water or sewer system or esti- / 1• 3 q mate of quantities. a5' 25 I m 5 16. The subgrade under sidewalks and driveway approaches shall be scarified to a 7' 5� , Ia depth of at least eight (8) inches. Moisture shall be added and maintained to saturate the subgrade for at least 24 ,hours prior to placing concrete EASEMENT• E•A�ML�..rKVT ' � l2 � � (o , g P P g and the subgrade shall then be made without compactive effort. ro' 5 \ //C�_Zr 2 9658 ;f, 0.2? (10 O.31/ a • L00'0,qA1"A0( r� �vPo•M•TN FLOW � r'LC.✓ L/.Vt BNC� VEG G/iYE y / -, �_Ar L EMON A VEI\ (� t 7 zGALVANIZED STEEL ANG SIDE ALK FINISH� �- m LE .rYPICAL SECT/oN. ✓AVE�rE AW- E ES,yT EE/yo/✓ �i •BATTER 412 SLOPE •PER FOOT,,• �T- fLOw -�- Nd? 10 f e.I L E .. .. .. .. A yE' 'CC 4/40;r STA• 4 /99 34 TO STA. 7A 1%ZB �✓ - • • , • of 5rA 9v c7 37 TO STA . /3/ZO.7B S. �'�' �RgCT BvRY - - - e" s" e' o• N , �w See EMO/V 44 O�/V4 4E SECTION A-A �!✓ . �, /4' _//VIDE X MA P gJ 33 33 3' 33' o'ro 20� �� ,, .pE/T�~% l/�- $ ZZ' '22' /' SCA G E / _ /00 - nZ A M. - � �� /rNP/POI/EM6rV15 I07ER � Its. • Rory �cF I OtG ' -. FLoW �C•F - � I I 0. ----- ,t�,,, .I.a o%rte .ici.✓ t N LEV_-G ell %& -- __ ------ ------ - I I4 'r 'fi l �' e _ �✓r✓ rfACT BaRY. 8 3 jam) ANCHOR J /8' /8' /2' t:•LwwdC STEEL t!S T I P.N I I 3 rMICAL 3EC 1/ON- ARCH10AL D AYES s s,r L .�� •� I: ,N I R W _ r•1 �11rG • /Or 8' $r 4• � r 3 r%! ! /q 9'i o. I 7 A ' /�A, /� 9 /MPRoVEMBNrS P .Q a.5 P/ SEG/ I Qf V � ��M 4.//11- A Vfr,NU� ', NOT TD C,4 L E � �� Tir• 9G'S 7. �EG70✓6 8" � � \\ .rrr.....� - 5TA• ?//4 7 84 Al5r4. ?4�/1 E9 /VOT T SC,4. i-A 24f. O22' AC.AiKE ¢ \\ \\ R/w R/w - 60 �LEYEL L/NE gip/PT \ , op /2' 181 to /2 �R/w ! ►�' a.:i:' t' d s�eo' s• 1 _-.._ � � \ '�• --- /DD L"' •4et2'4AX.• t!ClCA11 _- 4.55.5, /f•s' ��'� ' 4.5 50 0 -- POINT Y POINT / -_� BO a J - .�/ Cf i /�"C. POINT i POINTOd.C, /�• 3c' - TYPICAL sEcrioN- XZ115AWV AVt• •,F - _ Q 5' Nor To aCA2- 33 ' _ `� -- Q 6X/�T PVMT �'TA. /6tsgG3 ro s7�a. 2Z�ot�7 SECTION b•8 THts S,oE A a?? I a �F Lf✓i1 L/N/ LEMON avH, PLAN •P % , s I ���v�- - 7 R/WRY fl 5 �. /� F, PA 'KGt�•q y RA lit/ DAC-7 • :` f tura nein D•/o ,4.c, ry .4*o 6D �� /�-�• rs Exi�r "raE,P 2'M/N �. -�. • • ,vo r ro �cA,t-a JA DE/TE A VE• T YRICAL •sCMON•- ARCH149AL O AWNUE '� /6 TYPICAL SECTION " APR✓COf' ave• Ivor ro sc.a c� /� DETAIL OF ANCHOR , NO r TO SL.QG E srq. `6�a5•o5 ro 5rA. z1AoZ_49 Fur E z s a.s bESCRIPTI ON of REVISION STA: 44-117-99 rod 5rA. Z5.&7•l 75 N. /titP T5. S•W'"• Ww ' 4.5' I GATE APPROVE[ JA Avo. - 5'rA• 7-A 77 28 zo 5rA 9�E9 3> IIs' - 5'•S 576CITY of RANCHO CUCAMONGA R�G�.'COT AV-5, - :�Tq• 9f 70.b,4. TQ $/.d. 12•s .59.08 I 1 ' 22' 2n•.s' � 24.5' 22 ' I 1 t -,-t---� SEE LOCATION --" ' OW PLANA' , PRIVATE ENGINEER'S NOTICE TO CONTRACTOR I _ LEVEL_ LINA TITLE ET The existence and location of any underground utilities or structures shown vAa'E5 on these plans are obtained b a search of available records. To the best of . ` yA RtE5 a oa I 7r �//� /A• �rn7 rwyt�/' /fes' �/f����/(� AV P Y 3'38 /�' >> 5 t2 -. - -- - our knowledge there are no existing utilities except those shown on this 3.4�i- -3.7ry 3 2 3 Nor ra sc,4L.5 - - plan. The Contractor is required to take all precautionary measures to pro- SEE LOCATIOts STA. ??f0Z.77 ro 37'A. A0 4S 1. 74- tect the utilities shown, and any other lines or structures not shown on these `' i :.. 3 ON PLAN l R 9639 plans, and is responsible for the protection of, and any damage to. these r I. • nPs or structures. 5 - ,'.•. TYPICAL SECTION LA GLORIA DRIVr • l�°`�`�t R•C.S• /¢8/4 3 2 • NOT To ScaLE � � APPRQVED BY DATE pfZ-�- CITY ENGINEER ��`J RGE.No:23889 NOT ICE DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED COUTRACTon SHALL VERIFY ALL CONDITIOIIS Atilt) DIFIEUS10NS SANTA ANA,1820 E. 16th Street FORN A 92701 AND SHALL REPORT ALL DIS- DRAWN P SHEET CREPAFfCIE3 TO TF{G Eli GIUEER PHONE 714•836.2548 PRIOR TO THE COMMENCEMENT. � t�/j � OFA--- ns: �/nar�c CHECKED �'Gf - R.C.E.Na 9A_ DRAM/ N N0. I DATE 3-12 - g o FILE NO.' BM 234 CHISELED •D' IN WEST CURB RETURN OF- SOUTHWEST CORNER OF LEMON AND AMETHYST. BLEV. 1594. 84 r _ _ d F e t ➢ i r V N /43d N, pll�© DO 4 E��yT 10 ' � � r O: N G 0 �.30Ito �' h t Ir 0 � A Y 0 0v XO 1100, GAs � G s 4.09/ 4a.� V R .�'' L O 4 NO IG0 V • � N 1 ,\ cp 0h pqj 0b o n �' 0 5 O v : � � Ka '� O h lt1 ,� .� I.3 I v °� a ' 10 ,J,G` 0 N V V m � N0 aW J h h 4 Na h N.` n i 0 c/ A. gD / i 0 a _ W `t. \ 9� Q N �, > \ A Q LY 01c FU P 0 � � 910 � s0' ✓. y 4 6 oN Qa o � � N N N LO � m 1 21 A11 Rs0•?7 h PROFILE r VERT. 1 = 4 IG l7 l8 M 20 2( 22 23 24 262G CONSTRUCTION NOTES &CONST. 'A.C. PAVEMENT PER CITY OF RANCHO CUCAMONGA STD. DWG. 201. Z�----CONST. A.C. PAVEMENT PER CITY OF RANCHO CUCAMONGA STD. DWG. 201. ' D-•-CONST. 8° CONC. CURS & GUTTER PER CITY OF R.C. STD. DWG. 302. � ._'• . _ � ®A ---CONST. 8" CONC. CURS & GUTTER PER CITY OF R.C.--STD..- DWG. 303. L�MO�! A1lENUE ��.( 4�•-CONST. CONC. CROSS GUTTER PER S.B. CO. STD. D3dG' TDDWG. 309 SEE S/1EET /Vo. 4 � Jh \G cj -CONST. CONC. SIDEWALK 4 THICK PER CITY OF R.P.R.�. QG _ --CONST. CONC. SIDEWALK RAMP PER CITY OF R.C. STD. D43G. 309. N�PQ7 - _ _CONST. PARKWAY DRAIN PER DETAIL ON SIM 1. J 'o O e Q `t IREMOVE EXISTING PAVEMENT: 6 0 I '� t2 l8 t8 l2 �- � p � �C A' � � U 9 RELOCATE EXIST. P.P. (BY OTHERS) . 33� 33I v m I I o 20k �0 3 N p ,oLQ/V SCAL •' 'S Q� a0 CONST. 8° A.C. DIKE PER S.B. CO. STD. DWG. 117 & PER TYPICAL t 22 22 kt h�'\y I V-- -4 I I tv 0 p t\ 0 SECT. ON STD. DWG. NO. 111. 25' K 1p A L y, U �C // - CONST. VARIABLE A.C. CAP & FEATHER TO JOIN. l2 I I I� \zs3 O m Q �-CONST. CONC. BLOCKWALL PER S.B. CO. STD. DWG. 301 & 302. \ l i _-- _/32.0 3 a U b• 3 3 EXIST. 'MWD MH PROTECT-IN-PLACE. @•-CONST. BARRICADE PER CITY OF R.C: STD. DWG. 404 & 405. CONST. UNDER SIDEWALK DRAIN TYPE II PER CITY OF •R.C. STD. DWG. 502. N t 0 4 iy M• `a• ti Nloe1tX1 is r9� �S-+� - ---- 33_68 - ?3.12----a /�� / 20.00 264 �3 - -- - -- - -- -. _-,• I ' L ?3� o�� �� \ p��q� .• 4 v p . . 1���pf - � .. ' FUTURE_/iy-PR-O✓Eti1EN_T.9,• - _ O - -.. TR-ACTZ �g9q � /t 3 /4 _•�C3_/VO_R. ....__. 4. _. _ 2 _y _ _ rn _ ---! ` 4 1 50 �¢gam, '� ,a �ti�ac O REMOVE �ARR/CA6V(PJ ,, _ -`- - - �. O.3o� 34' 8a oo ' 48.4G' 74 �s-, ok' I Q, F lig , ' X10 4 J T I \y n 25 0 88.43 88.43' 88.43' N I � �. . 1 � I h� I co N v 2, W b� � b Q I I m 3 �. :er �+ �� Ati I l 2 t� �0 to xhr�� o I 22 2l 20 a APR/COT AvENZAE - I DESCRil� noN of REVISION Q x ^� ZZ 1 �. DATE A;=t�;20VE, I ( • I 0 SEE SHEET n/0. 4 Z Z --- � �i � Q Q Its � '%IJMON G T\ f ri G G A --- I (i A 1 t AN( I M .W. O. 5-e- TY CURVE oATA : A - aa PLAN AND PRO it Ilrr WO I d T �-� F- F N AVEN • E F.� � '0053 53 230.00 41.73 20.9'L DY , ������ � u KL US MA N .4 VENUE _ _ _ i ._ r , Qt O- l0'25 48" 2go•oo� 45.51' 22.82 �,, >a Frs�©gin .eon1vQ.;:, 0 5 50 N/o �lpYico�k �►ve, 0- O 22'24,03' 2 50.00 97.74 49.50 f} 4-i o3'46" 250.00 205.35 TK. _ 9 6 3 8'. O24•131D*a-t'' 250.00 to-f.QI ' :SG.GS APPflOVED BY DATE v-? F 24' 3%47'. 260;bo 115.315' 55.5%' (• F 7 f2.CE.I�0.23D89 .��r r �.r��� rJEEc. �, O 3,s'/0"4 3 0 2 32.00, :-r -_- - - - - DESIC�� f ;l �ll� A��O ,�SS�� 1 5, l��I,. MCOMIAEENDFD V 15'Z8'SG" 21.00 ¢4.99 24.72' 1820 E. 16th Street Ql 110W.33" 2700. ¢,f•Zy' ZB 92� DRA��YI'�I SANTA ANA,CALIFORNIA 92701 PHONE 714•835.2548 OF Q C►tECitEU ___ _�j/ � 2GI~ r��.2 438 Ositi�/►N�' r���. 0--- 90 4823 27.00' 42.76• 27.37' DATE 3-440 - FILE No-'-I i �• Io2-1GS vc. BM 23.E a V F1 /(024• �% C'wswc45D 0 w WEST uR af - • C o RErURN 0 0 \ � D-1 D m\ \ L=42.78 ?ART /00'✓.c• P1=/�/8•/G / - 5G•OG ' Sou7flwEsr CORNER of ruT1. 25 Top Or= ac. Oc. EIEV. 1594-84 E7'NYS7" Wr=GjT CUt2 � pt lV q 'l, f p r V ' 2 �. 0 0 x m 01� o� � w ,� �vG 4t o hQ b� .� k 0d , • `• o o N „;� G� s Gd o *'� roe 0f,#Mrl CURS 18 ; p r ,r o 9 N; 7 le X/sraaJNO- -- IGt5 of kis 0 n N iqA v N Q I0D { Q y '3 � . � � Ob.b td 0 3 (�+ r • 3 t ht 0 \ /b/7.78 C th L= 69-87$ 14 �//� �G s tf i F oma a0 ac a 4 0 G t. N t .Gtr _ u pv -wi v � _ 4 p 2 1 VG 1R, / 0 ae t rDP 0 ,�l Rr9�GJEO/Al1/CtIR� f, v a o f 40 O t t • o p v ° ti ` +�' r�� W 4 _ �. EX/5r. ouwQ x ck' �,_ �� � �► h W ,� 14. i -._ R , y .. ad rAA U�`\�� t ✓1 - 14� I� p v •: @ 0 1' h\ a Furu42r TO o� �" r .6 V E E r . t 0"✓ `P./. /G/4 10 C.Al ?G" G-3I5 .G 0 0 t 2�� a F ac• ✓ u1 `� r i F X11. �C ��:/y4� W �U �• v N y o� L� F GRA , • s `v p v \ 3� Q 0 $ � � r� a �. ,,•' � m ,� ; s f Cyt s •(•a ' v � ��a p �� d til N �a o � 4- n tt pp r F , • U 4� �0 °0 6 h •�• t 0 h t• �! v � t W s �. � �t 0 \ � V N BIW $ha � w 1615 _ F f �i i R.�7Q� t o �' u1 e \ �, E ,X757 t 6RaUwP-� O � � r GR Cf t 31 MO I ' ;4q,t,' ° 7 c9 Sj4.410r L=40•y7 -IN qQ1 ./ ?¢ N N \_ / t IL N �1 g m r!} f t �q I L-42 45 PI�RT /00,V6 `P! /G/3.92 t 1 S7.fJ� ` \ 0 _ p . 40 57wC: v °j 0,�� \ mO y 4�. �i 0 d, (h Ole-. F PG Gr5 Q.o/92 G !4 L•4 N. Q � ... > t g ` ° 161 5 ` N \ Rs o 10Y0 r M0009 sOUtH G'[/ � t R 8 FZQFILE a f NORIZ. ; 6 � VERT. 1 - 4' (O 1 l 2 i r 4 5 7 8 l (5 • JAt7EtTE AVE- ARCH I FLAW A/I SEE .T LEFT SEE SHEE NO• S I ' L A GLORIA -OR- k k r 1 , G EMOAI V6. 1UE' - , 1 33 0 SEE SNEE /110. 4 - p APR/CO T AVENUE �, �'o� E I C a SEE S1/EE T No. 4 �� G� Q ��� N c0 a I ►�'° I ' 8.z r 33 t t Q� t U 0 ,j 6 ��p4� V j r V Cod I c� o} 0 3 5 12 + O � N Q,\ 25 N �C I lB, to 2 I ltS MWD FEE �/ ''' - ��y� I��� 01 Q/ �,x 1sT. l 2 Nwr�. - 2 Ioa m PIPE t_i r.!E ~ �" I� ��tit►� 2 `�o"' + Z N l? t8 Q r I I �,� r.�15 414) N 1 v� I� -11 1 2X 3 $G' G E Xs3 + �� . a 0 I 7 �, 33•t3 I of D 1 I W.2 2 a I 3 - - t - _ 1 a . _ Z _ 1 -Q _ c� - e� I E .00M. s9p� r Q \ ! _ - fir y _ _ F I--'- i l y�M1M1u� - - - ' a ' •. - r- ��. � 5 �,; © � - - tom' 1 MWO yv,NOFE I L-_ D 114 �sTa Go'3 to f� r 8 r 1 ��06 4 -e �' �► t Q ,,• 88 36 - 4 9 _N Z ,,o°�! 4 w.N' `qr y -• 6,._ �'37 88 36' 15 N Q3 �} t� 12 90 Csr I s ;-- c (roil � N i• O - r SCALE I" 40 / �T p41p �---•- •� _ s fao� 3�r fF l9 � N, \A � � '� � .�`L ` � ' �� � 3.19.12 lI) N `b _�, 9a l Z N t9 - _ 13 ' .� I42.46 $q.0o' 84.00' 84-00, 68.27• Q' «'' I t`'-`(p4� o .� �_ �a Ira - Ih � � � � � , _ lV c9 '�:� _ ��P' I.�T_l .69' • 3�E'N.0= ! 3• � 4 K. O J , � I � ��/4 '.� 7q. I�r - ' T• I�/ � �O o+53 {06 eo♦ � � 67'63 87.Pq I p>rr2 IZ p•U j \2't 6 3 5 I . \o^0 I 0+3'!•13 t3 sz \ 990 I i 61• \ t+4G•o2 IiA Q'P ro t3 N V T r r �e to - •�2- BAIT tQ6 o TR• N a It-0 G� 8� Q 8 LO l ( � a t 2 tYj I� 22 245 24.5 22 (t� �j a _rll _ ' I - ----- "'1111 u s I ' DESCRIPTION of REVISION Dari APPROVE{ L A G1-41OR. o_ (0 4 5 L 6 CC//?VE DATA.' JA OEIT4E A VENUE' ��� ���,�T CIT of RANCHO C�JC ON A - - - 0 R 1. T o R 1, T O 257'28.44" 40.00' 17975' O 7031,4(o 308.05 40.47 20.27 CONSTRUCTION NOTES - �M �. PLAN AND PROFILE ' AVE, Fu oma• Ave. to 320''N/ars` OO-- 38-44'22" 60.00 40.57 21.0 OZ --- 7°3t•4l• ZT4•o5 35.74 t7.Do � � ��_�T� � v ' /�-CONST. 'A.C. PAVEMENT PER CITY OF RANCHO CUCAMONGA STD. DWG. 201. r C vo•oo'oo' 27.00' ¢Z•¢/� Z70o' d 8� 13 4 27 00 42.os 2.6 6c,' L Gloria- D ' r� CONST. A.C. PAVEMENT PER CITY OF RANCHO CUCAMONGA STD. DWG. 201. L*Gloria 7°31'41" 200.05 3att ' Moe' O 564( 17" 2700' 2.78' 27.37' t CONST. 8" CONC. CURB & GUTTER PER CITY OF R.C. STD. DWG. 302. � '•t � 4 �--- �--- 4 a- 'ILA ��O�#l�► l�lf�. From' J�d�,a a �v .� rr �A ---CONST. 8" CONC. CURB & GUTTER PER CITY :OF R.C,.--STD.- DWG. 303. • ' O 13 28 34r 26500 63 03 31 GG O 149 58 2G8 00 8 57 A •29 ^ • o, . r y 1 0-CONST. CONC. CROSS GUTTER PER S.B. CO. STD. DUG. 1,1.3. . . �► Archibald Ave.; Fn-- {328 34 252.0c 54 Sy 27 41- @A 1 O3 15 13 2000 3G 0,1 25 2F 5&---CONST. CONC. SIDEWALK• 4 THICK PER CITY OF R._qq. STD. DWG. 309. t TR.- �`G 1326�3n" 250 00 56,q 29 54' 7e34�45N 2000 27.43 1 G. 36' @G --CONST. CONC. SIDEWALK RAMP PER CITY OF R.C. STD. DING;" 309. APPROVEO BY oA rE a--CONST. PARKWAY DRAIN PER DETAIL ON SHT.� 1. �--REMOVE EXISTING PAVEMENT. �,urY ENG'NEE, RCE.No. 809 `�-RELOCATE EXIST. P.P. (BY OTHERS) . DESIGN AOOl£ M39 AS'SOCLATES, (�(` - REX f i�its IENDwED /D COAST. 8" A.C. DIKE PER S.B. - CO. STD. DWG. 117 & PER TYPICAL ' '' 1820 E. 16th Street SECT. ON STD. DWG. NO. 111. - // CONST. VARIABLE A.C. CAP & FEATHER TO JOIN. � ,,�,+ SANTA ANA,CALIFORNIA 92701 OZ --CONST. CONC. BLOCKWALL PER B.B. CO. STD. DWG: 341 •& •302. PHONE 714.835.2548 O� ! ; EXIST. •MWD MH PROTECT-IN-PLACE. -- --- .- _ -l� t/ v tt�� *' /^� 5 ®--CONST. BARRICADE PER CITY OF R.C. STD. DWG. 404 & 405. C}1£Ci(EtJ RrE.t.'°)•L 3`3 Li�r�r41140 N0.7 @-----CONST. UNDER SIDEWALK DRAIN TYPE II .PER CITY OF •R.C. STD. DWG.502. )A`rE „ IZ-80 - FIS E U0 _ ' �•N• 101:- 163 BM 234 CHISELED 00 IN WEST CURB RETURN OF SOUTHWEST CORNER OF LEMON AND AMETHYST. ELEV. 1594. 84 •. 4 ..0000. .........._ .._ � _„ ..._.. 000 .... L 60 3D' 0000 _ ........ .. u U ©e ar , r M a• _ ¢� gd 0 0tp �6 (1f NN � L 44.9 N ttl14) lA tj1 O.C. /00Lo 00't/G• R/. /603.39 N N N U1 pp _ s _ th s n ...... _ s ;o o _ E • ., - Tom of NoRrs CURB 3f oe N $ �, �J X- GVTrER t9 - Qi ^�� ► 1 v T�1 . "� 4 o TOF4FA/OR CURB z- ¢�.af y T 4 $moi I� Q 0 4 y °p b EX157` E>'R4UN0 v 4 a x hb _ •�., N � cq N R=0046A • { E ww 0000 •�� - : : : ':, f - : F t _ E { < a u F e h f k /00Gi� d.G Pf /G /' . Ofi. to , 6 6X/57- S( ORAITff �'""'-' t�R=!!•faY. `► h ai' n t, N a GX/5 T14 IROUNp 29� K hN M01, 16 y 7-q 4A--v / to N V QaA ( f 17 x `� V _ /643. .; _ s r JOo.00'YG. Rf /1005.3 raP o� Youry cvRe 4:: 4f .41 a �1d y EX/ T 6ROtJNO 0•c. O l i 1 � .N o r V E r ? { k { , PROFILE r v HORIF, V' - 40' r- - VE Y 4 ✓ADE/TE AVC. SEE' S</EET ll-2 3 t so - 7'' /8' /e' �7' ' I KL USMAN .4 VE'lV!/E ✓ADE/TE A f/E. sem sti T No. 2 / ARCH1aA LD A VENUE XL USMAIV A I/E/VUE P� o APRICOT A VENUE s<iECT ivo. 5 s�E sl�.�ET Nom 2 ��Jy� � SEE SHEET No• 3 >l I 12' 6 �,• / ` f 5 p' I PLAN SCALE O / 40 , 6 1 Q��v I I G I SCALE / 40 P h ► t8' 10' t2' t0 Q I i �, !8'_ . �p P�� U• ' 25 � 24 2-5 g I x0 \0 o _ / Q ��� � A W �c O I \ !97X ��U.PE5 K I 4 L�"1 ��ti�` I N !� w � I N r IJ V 1� z� o, G3 4�' 2T.rT oJ6•oo - 80.99 tiM �,: I I (2 R'GOT E KEMo�E (TYR) + :i` �' p o�. �'I ' I �. AP fE 9 , 14 14 X/ST//VG ROGV of TR 6 , r--- y� �4 !2 20 --- / �I I ` �_ q. 22.81 ' l6o•�t 1�7 '� /'r Q P \ ,�. 4 •N 'I : rr*rmm 4 r YYrf?► '✓) N 1 1t'�� '�� r� .Q 2 ►2 ���,a I ; �' - ----- rd 0 - + � N a 2 ,q°f� o� �f - ---- e•b \1 x y - \'.•� - � ova 9 - 44.15 Gu�O .NAR -96 A•C. O/KE N EX/ST. Pt/MT• TR• 963(0 d' 9 c ygL9y. ygry y. �,q y 9ti ql REM 6 /C # s 92.00 78 00' 2 S j��tit STREET /N/�i?(/MT PGRNS SNT. 4D. '¢ q �j 3 6'_ �yq• N I T l I I I , 13 "f ' a ' I E I ( I I I I I U - I I I to I 11 I 12 I 13 0G I I _ I / •_: •'r ., I ::'� •� I I I ( Q I I OESC ip f ION of REVISION OAYE API�t14YE Gu CUCANIONGA LEMON 4 VEI V �� CONSTRUCTION NOTES PLAN LEM N AtJF F om K'lusm �J►ye il &CONST. 'A.C. PAVEMENT PER CITY OF RANCHO CUCAMONGA STD. DWG. 201. "'" • Z�-----CONST. A.C. PAVEMENT PER CITY OF RANCHO CUCAMONGA STD. DWG. 201. . Fri j Archibald Ave, ��_-_CONST° $ CONC. CURB & GUTTER PER CITY 'OF R.C. STD. DWG. 302. PRIt �T AVE. Frnm Klusman Ave.-; �4 CONST. $ CONC. CURB & GUTTER. PER CITY OF R.C: STDr DWG. 303. oto Jadeite Ave.`; CUR VC OA r,Q.• " ¢&CONST. CONC. CROSS GUTTER PER S.B. CO. STD. DWG. •149.•.. R L T @--CONST. CONC. SIDEWALK 4" THICK PER CITY OF.R..C._STQ.. .1jWG. 309. _ TR _ 9 6 3,8p O /?° 328 268.Oo' Go. 3o" `30.28 CONST. CONC. SIDEWALK RAMP PER CITY OF R.C. STD. DWG. .309. APPROVED BY DA TF - -� �----CONST. PARKWAY DRAIN PER DETAIL ON SHT. 1. Og-- /9°3/'27" 250.00 B5 /9' ¢3.01 ®--REMOVE EXISTING PAVEMENT. ur�r ENG�.NEE12 C //°-/B'07" 23?.00X16%7G' 22.96' 9 RELOCATE EXIST. P.P. (BY OTHERS) . UeisiGn r�10LEE A.10 ASSUMES, 1130. /D CONST. 8 A.C. DIKE PER S.B. CO. STD. DWG. 117 & PER TYPICAL is' "' ,00, 2?3.00' G2.3T' 31.9'.x• SECT. ON STD. DWG. NO. 111. - - 1820 E. 16th Street // CONST. VARIABLE A.C. CAP & FEATHER TO JOIN. SANTA ANA,CALIFORNIA 92701 , ORAdt4 _ aNEE�t O-CONST. CONC. BLOCKWALL PER S.B. CO. STD. DWG. 301 & 302. PHONE 714.835.2548 l /3 EXIST. MWD MH PROTECT-IN-PLACE. OF CONST. BARRICADE PER CITY OF R.C. STD. DWG. 404 & 405. itEU » AtiylN 0 NO. ��j ----CONST. UNDER SIDEWALK DRAIN TYPE II PER CITY OF -R.C. STD. DWG. 502. O.ATE .� 2/ X30 FIL..t; Tln• q� BM 234 CHISELED pDf IN WEST CURB RETURN / OF. SOUTHWEST CORNER OF LEMON AND AMETHYST. . , ELEV. 1594. 84 :, 111:1:. ..:: 111- r..:. ,., { E F S 1111_..............r.._...,,, <...... ..1111... Y . - w ...... :.. 1111._ F....... .:_ 1111.. - - __. :1111 _e..,1111. 1111... .,.. .................._�,_._.__.,. .._. ... ....... �,,. 1111.,. ...� .i._....... ...1111:1111.. - 1111.. _- - : ¢ f G # : : F t g ,.-.... .. d._____,w,_,.4 ... _._._.-t- _. . __, _ --.- s f I I ..... _..,,.,.____- a_ 1111..1111, 1111_ I I ,........,, ,..o,.......E.,, ,.i,,, ...,1,1_1.......,.1-.. .1-1- .1111 1111 ......... _ : f 3 t 5 _1111........... •__1_111,-1_-..o ... ... ` i ; P G t I : ; _.1.111 f.. ...:.._..._... 1111,., .. 1111 1111..- 1111 : : : : . : - : : ; , 8 ' : : 3 Qc N ' _ F _ ;. .. _1111. . 1111 ..,. 1111 _., 1111.. : t « i ; ...... ,... f , NW1911 1111 _, ........ 8.... 1111. 1:111... - ., :. t : : E : i , f : '� E ..._...i.. .._...1..- _, _ _ : ' ` " , : ( p- .......... ..1111,1111..: .....r... _ _ : e N . t . ....._..;111,1.-.. ...:....... ._.11:11. 1111 : - E.4 SEi(I I 6 . t a O 1 .......... .1..1_ , o # f ; : ; , : : : ; 1. k ...-._.. .:,1111.. - ... i : . : , i : { i R ,_ , . . R � 0 � t t r. 1111_.. 111;1... , : : , f : : t P : : : I O t M fV14 � � _ . , . . E . R .. __ . . ; 1-111-1 p a ;, 1 ; 0: /G2} _ - 80 % , o K cr1 - E % a �G 'f Q ' .i . " � I . I .. :.. ' y . I N. � .9 S �.8 ._ R �� I E E : f l6I F 4. i 4 ... N G.ol P Ov I N 1111 _ : : : : : : : ; : O ! : i f•� V /� E � i �s _ : : - .. i' : { t _ �s �? N 1� th G . € E r .. .. R Q .. _ (` s i Q a0 �1 ,/ f j�/ lV `t 1�f ° 1111.. { _.. ...., : : : t , - - ; : r 1111.'y. 1111_.. - ' : 'a : : : : : k : & : { : ( 8 R f I 1111.4 (((P����.j { : '1111 __ f : '\ rf. v� / :,. ... : ,.- 11 -, F :.: - 1111... _. : s : : { } : : $ z _ f y t � a s, " v Rt . : r , sa �� i 1 3 V 1- " _. ;-::::. - , P : § : , : : : p i., " �' • ,1 Cv ` . . I : : { t r 54 'N t .w_ ..... 1111 :1111..- .-_. 3 : : s : : g : : : E q - , ,e 0 p : - I 1: .. 1111.. ._- {: < # p at 3 I 11:11 1111. _... 1111. , : : n � : : I {' -. I I t : : R i ; - - . 1 , < ,. 1111.. t r , � s : � , .. � � `'V S .. : . : : : ; 1.1 .. .... ...:........ -, 1111 c I I 0.11* M - � . ::J::. _ 11 P t * P P , . . V - _..,1111. K 14 r . r 3 ` \p O .. t � 0 o _ a _.:_-.•. „.,..t 1111.... ....._.... 1111 : a t , : i V : : P : E" h' 1�t # : s ( V K __�,_. ...... f. _.' . . } t p .3.. M M N nm a v o -'� -1111 vas n U �1 • yy�� . + \ �� ..._._.a..,_.. 1111._ 111:1... �,._ ......... _., - : r r R "r .I �1 1- M -> -4 I J , r { e .__,:..._..... 1111, _,,-,1111__:1111__ I \ r % ........a. ..1111... ...1111 _. } - _ sE .,. : : - ', : .�I : : : i : ¢ t vl, t V� T Q V : q f �, : : 6 ,- $ a XON I `'' _ �� � _ ) t • ¢ a M 1. 1111_::_ ... ' r .fi �? P : �Q FW 9 v.� � lr�-r ' '' - sem o6tI . 4 ; _ ' ,6 N D N ; _ tti � ` i Q Q u K;ti .�� o ,E. N N I c9 R ate• ti ` n f a O 3 Ol - r tE , .� r E � / + \ f M h g �3 N E �ti F ��� .. 1111 -1111 :. : : _ `V 4 _ ¢ :'� ``. - F : m : - t - 1 - - .:... _. b �- a e ^� 11 1111_ ; 1111. - .; i - : : : : , k : : Ir` I : : .. : e �ql ab %0 �� �� ...,- 1 1...1 ,_,-......,.I _ 11 11 r n G m Y s. /* r �p -'�N .� O K Q.Il O Qa ; ,- G/ , f. n I t�) t �' r P � r g G11 �v 1111 E.., ..... 1111 '; - s�,,, ..', . F : q : : t A i. 4 : �f :f 6 : r _ r • .`l �(`•\ M `T`V�f : ( g f 1.1:.:I:. : t t t(j H Jh 6 14ih, N h N N n �- ........._ ..-1111..-,.. ... _ ,, Q (`/z�`J i M/ 1 (� ! /`. I : : ; ; :/ k ! / E i ( : F : : : : V `� N�. \ �I -\11� : : f : : : - : , 1111. ..I. 1111... , 1 111.s_...-- V.I t • V 1( 6 E $ r , t4 ���� : : F : : .-- - tun N ... .z 1111. _ i r- i Q (, : F -. ; : I : �< : s : : : } c Q. \.. �'i { - _ Q� R i. tr ....:.. . .. ........ .... ? _ - 'F •--. E : : : e V p : : 01� r £ ( : F _ - : : t :. . :_ .___ Q) ; I l 6ti V .11- 11- is �P• @ �� E - ; f t : : : : P ` 4 _ 1....111.. ..- ......., ._1:111 .11111111...'. .� .a a E g s , : :V : : : t : I : t .........:.. ... 1111 ""� 1111_; .. : : : : + 4 � 4 " : � i F : q : :- t : �� x 1111.�........ . 1111. 1111:........ 1111.. : : : [ • ... : s :1 - : -- : > 3 "E : - F. , '� t F P 8 1111 : 3 1111 .. - q o� .� , N n a� m I. ti 3 : 11_1 1 1 111-__ .,.. ... _ ... - : -', �.! : : J R : �N : F : - : : i 3 1111 1M1 p {/ 3 1111..f. -1111_.-t ._1111. .. -- : (y� : `t 6 "- ? : : 2 II ; L 4 : E : : 1 a 6 r : i . :: F : : 4 �e:A'�y E I 1) It ,.1111.., ... ,_.1111 _.R 1111 (� - ` . t : # - i f : F .. Y .,c. 1111 f : / g q - : ; ¢ ¢ . f 1111. f (gyp - A 111,._. - : : E ; ; : P f P: : �V I A , �R � , E N �. t , ,1 u f �` I �!� I G� . \j , d - _:.q. - ... 1111 t \ ,C•/ - : �r { : 3 I \ ; : 8 r i : : �j(• f F _ ..E s Y - �n p oP r? .>.. � ..- ,_. },. ... -`7`a .rfa F`' : : F 5 W f 8 ` - E F : : t .. 1111 ::::. _. s : I 1 V I : ^' ¢, , : : : 4 � ; b ./ t : : : - 1 11. ""' _"-€ i .! � N : : , .. G : # f ; I , ; ,�' , 1 1 tg� ; : _ F " .......-::._.-__,_Pi:1111 1111... - #... ,. , , : k' - : : t : ':. : : _ - E 1111. { JJ . � 11:: __ !P ^ : /t ; ::_,__T '1,__ 1111 1111 1111...�.- - } : g t O 6 I. 3 : : : 6 fi_. _ : .. E _ y4 � � r 1 111.. ... _._... . ; 2 ty - : p : d : : #_ s ! g , F I __ . ........1-6- .f. 1111 _. _.__ ♦ 7 t t : , : : g : : F . : t : , : : : : : : d : : I s : __ r- : , (6°� to I ►\ E �� : a ... ! E : F t g F I I ......:. 1111.. : �� : - E - : , : s : + :/: . : �. ±" A I .:. 1111 . .: : 1\ i : -- : : - _..1_,.-,_____,-.-. . . 1111,1111 7c .. : : ! � : ¢ I .r _ �I : 5 __1_1 __ : : : : @ { € : : s i ,�'•�.. 1 ' 1111 , 1111. a : y : : ` i p : t 9 '� : _ f i/.r` /H` {/J� : E - T V�V 1111 ... : ` : t/ : Y - # s f' (� f E : : . - : : .� ` // _ : : : � ; 8 ITS IN "' � # F ; \ F ��v" loss ... :Y: 111:1 . A j /'. 8. `. - i \ e - i -e. t ; t s ti , F s �� ¢ 1 ¢ t I I ]� a {� � I j It - : £ : : : - { : I : : : : : E : I 1111. r :-- ! t 1111 1 1 11 _ ... - /. .. : , i. - E : : { I E :Y, I s I F I,--,' � �: -- - _ _ L : -- < : i : ! ' s - z F f . - ... ._.. 1111 _ ..t , j : - i : f z. ::::�:::::*E 1111._ ;1111 y j� ff N 1111... i- ._�/� s : : F f ! t t F ... r i ,,. ... 1111. - , i : - ; a; - s. : K : : : { t ¢ I .o. 1111 .._ -. s - , t : _ s : - : F : : F , .. 11 � '� PROF L� 1111.,_..,...,......- -p -- -" : E : I : C # t { ._ -..I- , "t `/ HORN. 1"= 9(}' r F r..,,,.i............a �----1-.;-. .. , : t : f i _ : - :; E : S C : R P , i^ - Zr t- : _ 1111-_ ' :. /t -- / ' : i f i ...........c.-1111... .. ...v L._ _ < : i : { '- 3 _! ,, -, : ¢ I 1 - 4 f { : _ i : , : , s < i , : � ... .. : : _ t r . �._.n.1111 , VERT. I I6 l7 l8 l°� 20 ?I 'l2 +I �a 23 24 25 o a rl-- �,� 6- I its l i- I PLAN SCALE /t I M. W. ''. Y E (9LOCKW,4LL leaarlmgx, ,4r L1M1TJ /'100141 III !rI14L G ,o, JET BELs(w Fur. F.6• r-rwr X4 aF5), LEMON �► V,ENU� U f'/RST /fl To Z fT. SHAG G BE OEJ/GN qJ .SSE 1V A I V 4 m L A , GL OKIA OR//VIE- R ,C'ETA/N/NG WW L e.. ,OW,51&56E C ,rO J'IIBM/r 9 SSE S Es'T N , 3 M4 "r . l- wze C44 cy lc;wale ro co/VS rK//cr10,V, ` do I I-Iq I W - • II V-GUTTER DRAIN P> R GR�'S PLAN I33, t �I � i`15 I I I as 0 cf Q• - I A t- . I ( 25� N 6 Ana � � �� � 45� 22 � � � I 9 'fi' a + 8 9 co t t 2 a 9 13 ± v 24 245 c m t o �, l5 t6 o . I I L' is . I • , f- q W Q- N ►3.t' U �u I A2 Ee g+ _ \ y �6 t, �6 10 EX/sT EUC<acy,-rvs Row- SMDd6�TYR� 1 Q ti 13•G i m e M y, I 0 q ? 2 2 ti s 6� I _ t 4 V �{ 3 -----t�� IF t i G? 105 64•no 84•oo i 64.00, 8400 �UA[Ill total r[TITMaill lit IT a it a rTTTM of I title I will I . - GO i..11 affiliate . I��Iti N } �� ! - rrfi 65.67 8y-_eo' .80 (�( k I .1 . . . .r-- - �y----�,(17 _ 1111 .. .. .. .. ._ .. .. .. o q g ,. TiPACT G3vt�iVOAR �T G,eAJ6 ro OKstaV ��Ir , 6 @ � le -�) _!!��_ - 5� a - A I .& - _,0( � - -..-�-- _Q�_ - j -r-- Y �..i- �� - - - - -- - -- -- --- - --�,---_,------ -- -- 1111- - -- - - - - -- --- - ------ - - - - - - -- -- - --y` - --` -- --- - ---- ---*--- •-+. ilnv O _ 4f' W ,c ?4 9 ld 9�C.�,a � �A- r P -r C -T --� - - � �-- ` - Er,� E✓�l ��- q -� EG �x �� D It - EX/o T Fr/P v �� lV ,- 0/0_�,) (%�. �IP 7 (\ �k/ �\% l 1 27�f 7� 7Jr 711 -,__ ----�--- - ---,- - - - ---&- ---------1'--111- -- ----,-#-------- - - -'---- ------ � -- - ------"--- ------`,-1111 --/&------- - • - ---- �4q1 Usti tS C �`�, �4�1 y�� ,� �� P[. _ t_ - -- --=�__- -_zr_-_-- --- ---�-- --=.---�; C� �h \ l7 ;� � I I �1111 �- o f- (4F"� - A. . _ \ I I � � o � , 1 � I , � � zI (�) - 11r) Y' a . }, 9 N a DESCPIPTI ON of REVISION OATS APPROVE( NN1. TN of A C���� C��CAMONGA cu/?VE DATA . _ N s 0 R T CONSTRUCTION NOTES '' PLA N AND PROFILE AA e*113' 3T` �:cxZ: SG OG 55.52'_ (D-CONST. 'A.C. PAVEMENT PER CITY OF RANCHO CUCAMONGA STD. DWG. 201. ' ��D- --CONST. A C. FAVEMENT PER CITY OF RANCHO CUCAMONGA STD. DWG. 201. , ' L AVENUE E N U E �- �O'4G6!; 3� oo 6�•03' ��•a9 --CONST. 8" CONC. CURB & GUTTER PER CITY OF R.C. 5TD. DWG. 302. - C 69'13'43" 3G•00 Ste•od _5S•s5? A�---~CONST. 8" CONC. CURB & GUTTER PER CITY:O.F R.C.--STD, DWG. 303. _ From, Lemon Ave.ve. to 3 20 l�if®. e- OD 69'13�sL3- 20.00' 31 -16, 19.7a' CONST. CONC. CROSS GUTTER PER S.S. CO. STD. D3dG. ..- , �j��---CONST. CONC. SIDEWALK• 4" TRICK PEA -CITY OF R.g._STD. DWG. 309. La C�i oY a Dred O 9d4d17" 20.00' 31•69' 20 27' 0--CONST. CONC_. SIDEWALK RAMP PER CITY OF R.C. STDG D0. 1309. - 'r g11'� 6 3 �a' a7 --•'---CONST. PARKWAY DRAIN PER DETAYL ON SHT. 1. �--REMOVE EXISTING PAVEMENT: APPROVED 8Y DATE g�----RELOCATE EXIST. P.P. (BY OTHERS) . CI r ( ENGINEER - - _-;�" �C� NO �g- �Q -CONST. 8" A.C. DIKE PER S.H. CO. STD. DWO. 117 & PER TYPICAL sECT. oN STD. DWG. No. 111. DESIGN OOEE AND ASSOCIATES, It�C. RECOMMENDED @;.:_K_CONST. VARIABLE A.C. CAP & FEATHER TO JOIN. 1820 E. 16th Street CONST. CONC. BLOCKWALL PER 9.B. CO. STD. DWG: 301 & 302. SANTA ANA,CALIFORNIA 92701 SHEF4r /�3 1111-EXIST. MWD MH PROTECT-IN-PLACE. DRAWN PHONE 714 838 2548 y CONST. BARRICADE PER CITY OF R.C. STD. DWG. 404 & 405. _ " r OF-- 4 WK CONST. UNDER SIDEWALK DRAIN TYPE II PER CITY OF R.C. STD. DWG.502. - . C,HEC,KEfl RCE. No � 8 CRA` I G �JO. DA rE _3-/2-go FILE No ^114 - _111 1 . • s.N. tot - t 63 ,\_ I _ , - - - - _ _ _ _ - CN/SELEDO /N WESTG/RB _ REr�R,v o� sarlraotrssr - - - - — - - - -- - -- - - -- - -- OR WNYSTLEMON 4110_ cY3 - -- - - — ,^ AME _- = - 594.8 -- - - - - ;ccs Q EL / - - au - - - - — -- - — - - }— — -- N - - - -- - e -- - IN 00 000 to - _ - -- V Iv - - -- - — -- - - - LL - - v A - - - — — �W w - 4 - -_ - - - _ q . p. u ' ca -- _- 6) -_ - - -- N� O 0) c co - _ - > - - - - I -- _ 4it 61 z _fl �• cc - M - - - - - - _ _ - - - 4A - _ _ -- -- — Ul1 -- -- - _ - 10 _ Z c� _ -- -- - - - 4 - 20 =-21, 129- - - 23 24 26 �x15T. 120 Mw0 PIPS t NS FUT R CONS TRlJC T/ON l� RGA/V sCA1_E 1'=-40' II G 5MDN Ai LA GL OR DR/s/E sEE sNEs r n/° 4 see 6,R Ng -4 of v u � 33' ) I m y 1 I I I co g I cp L4 22 0 0 57.5' S7. ` 2 s O 11 t9 �` 2 24.5' 2A.s' a ' I r 15 1 6 a 8 9 t o i i 12 i3 -�-- m to o� 0 co 1 � p, 1A40, kt . 5 •OO 84.00 84.00 X4.00 60.71 'g5` �Q 69.67 87. 8 O 87. — — - -tom / I I 1, _ _N��llL1L1� i ensu uunull i tiiulu����s����u uuen11Ijjj j"jL euun IuLI MIILLL 11IILLL LD i i LLLLLL e1IJXLtj �MuLLnL.I tl3 i� D I s9�/ u.,■ uuu..ii����uuuNi 1�1I. 4 7 rO� l Gr 0� ho 4,7,/, TRACT 80CJN DARY '� 2A^l RADE 0 0 < TO Dew T.Q1T�N In 17 l8 19 20 06 1131 21 N� 22 \ ` 23-- - 24 I 25 26 - — r EXIST. ESP ` - _ /25,04' 35 —tom - .Y —�- ♦ —� u f. �_ � —�'— — L _ — - _ — — — _ _ _ 6p,rlcul . A RCS/18A L O Q � CO/ySTRUC7701V NOTES m �OM5r• Ac o4v_rMEit/r o6R C/r! �RANCHO CUCAMON�4 srO. OAIV. 20/. N CONS r• 4C Rq VEME/V r PE,Q C/rY OF SPA NCND COCA M0A1(:;q 6227. Omi• LO/. `✓ REMOVE 96COWS r. EXIST 8 N COMO- cafe re Gurr• PER cirY aFRC. 9r0. OHJG.3a2. 3 REMOVE REGONSr EX/ST COMC. CROS$ GUTrE/? PER S,/3, Co• GTO. DWG. //9. N (y 2y REMOVE ,?£CONST EX/5T CONC, S/DErVALK 411 rN/CK PEEP c/ry c. sro,o3/0. 309. — R,EMD(/b"6,1'/STING �!J I/EMF/Vt , -�/3 ESC/57' Mw0 M q 1rW0r�C7'-lav- /:`Z_ C-6 ,p� "CONST. EIIX7- CaVC• VAD :W,41,K AWP Pfd C17Y R C• 5;r a-ai • �ra?- OESCRIPTION of REVISION GATE APPROVE -- CITY of RANCHO CUCAMONGA ._CURVE DATA - o R L -r PLAN ,AND , PRO TILE 90°46' 17" 36.00 15-7.03 ' 36.41-3' ARCH/BALD AV&.- X 8O 89 13'437 36-00' 56.06' 35.52 FUTURE GRADES GO 09 13'43` 20.00' 31. 151 19.73 ' fROM B5 Ff �` s o LA O1-oRiQ ORi ve O 90*46 1-7" 20.00 31. 69' 20.27' To 165 ,401:11. 2' Allo LA _GLORIA Z7R1V,5 0TRa - L APPROVED 8Y DATE 1-7 O _ CITY ENGWEE RCE.No.23889 I t DESIGN MADOIE AND ASSOCIATES, INC. RECOMMENDED 16333 E. 8th Strut Suits 280 DMWN SANTA ANA, CALIFORNIA 92701ET PHONE 714 •835.2548 A 5 � SN--� OF _ - CHECKED RCE.No. 4 ORAWIN0. N - - - -- _ - DATE .7-22-9;0 _ FILE No. r , 7dr. 102- t6�i