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HomeMy WebLinkAboutRc St Improve Plans 894/1 Thru 895/5d 894/1 895/1 895/2 895/3 895/4d 895/5d89 5 f 3 89.54D 89 5/D.: 4_` b. ESTIMATE Of :?!1aNT/T/ES ,- W/rHlly PUBLIC HIGH rOFWAr 382 L, F PC.C, CURB AND GUTTER 9. /2 L,F• ROC, CURB ANC GUTTER REMOVAL, m 80' V C. 2. 792 S. F P, C. C, S(DEWAL K -el "THICK /0. 3 EA. TRAFFIC REFL EC OR REMOVAL 3. 408 S.F• P.C•C, DRIVE APPR04CH-6 THICK I/. 1 EA. RELOCATE MAIL BOX -_• �, rl ' _ _._. ________.._._.__----___.-_ _-._._....�..___-___ _.,_._,... _.._,. ___-..__-.._�,-_._ ._._..-..._.,_._ _ .T____ r __,.�_. ._...-__._ __..._� _ , ..__�.. ... � 4:/9i80 S,F, -. A.C.PAI.MENT0N4 AGG,B SE I2; l EA. R�LOCATEt,JMMUNICATlON590X P. G 2 .32. < - , ( 5: '1 . EA. UNDER SIDEWALK DRAIN 13, 200 CY. EXCAVATION o I RENCI 111�/.ale t� q> > { `�`� 6, 18I375 S.F, A.C. PAVEMENT REMOVAL 14. l EA. ADJUST MANHOLE TO GRADE �� 1 CHIZEL.ED .ROX ON .IOU HEASr:CURS ' RE7-URN (s ! B .' U A D HERIYfOSA AVENUE, ! 7- 30 L,F• IBCRCP REYIOVAL C I5, 2 EA. STREET TREES a 0 I 2 .Oyc' } AT HIGHLAA1 AVENUE �l/ 8, 60 L.F A. . PAV/FmEN SAW UT 16, 2• EA, STREET LIGHTS Nap "Li pl. _ 23.27 1 i ELEV, /50+' 78 GENE RAL NOTE' j o -I, 6 L L WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE CITY OF:RANCHO CUCAMONGA STANDARDS AND THE STANDARD NI, i\ O t I A - F <rr _ L B AM /AR T SHALL d ES NS/B E O O } ! � �� ! � ] SPECIFICAr/ONS FOR , ..BLIC WORKS CURRtNfEDIT/ON. CONTRACTOR SHALL E F IL WITH E R PO - G F R N p) p g O ADHERANCE TO rh'F,'SE STANDARDS ANO SPECIF/CATION5 ` N' !J 2 ALL 1 EL N S 0 SUDST 4//r 'LRES ,)FAN lilNO TfGEFHGNE OR POWER LINES WArEl, MEretn, VALVES, FIRE HYDRANTS, ETC, SHOWN o \ P/ PF l R i i9 N E G - -':: Y LIMITS O IN ADJACENT A EAS fRE IMPROVEMENT WORK IS TO BE DONE 4.03 -'` O OR N. T HOWN ON THESE PLANS . l) / THE RICHT OF , 4 /M S R N R - WH SN4LL BE REMOVED, RELOCATED ON PROTECTED IN PLICF AS REQ,. /RED ATNO COSTTO rHE CITY OF RANCHO CUCAMONGA, C1 03 i ' 3. ANY CONTRACTORPER ORMING WDR : ON THIS P OJ;=CT SH.aLL FAMILIARIZE HIMSELF W/TH TXESFTEANO SHALL BE SOLELYRESPONS18LE _ A f K R i � O SD Ch p Ql ' ! i t , I FOR Alf7" /:AMAGE TO EXISrINi FACIL/T/ES RESULTING DiRECTGY OR INDIRECTLY FROM HIS L PERATIONS, WHETHER OR NOT SUCH FACILITIES y 0 O Z CJ ARE Sb.90N ON THESE PLANS:. a 1.) ID, ' C� I { l 4. 9IT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING OEPARTMENr PRIOR TO ANY ENCROACHMENT OR �Co A PERK _ _ ,.. _ _ _ r-.., . ... -:- _ ...- __ ._._. _ __ _. _ ... ._.c_ _� - _. _. _ .._ .: CONSTI7UCTI0 'WITHIN T.4E CITY OF RANCHO CUCAMONGq £ SE EN OR RIGHT-OF-WAY. 4-6461 y' � 1 i � � W � r S, AG L GRADE STAKES SHALL BE SEir BY THE CONTRAOTOR OR ENGINEER, PAVING STAKES"SHALL BE SEr AT ALL HINGEPOINTY, EDGE OF rI0 �' N 5• FOOT INTERN LS DD/ /O Al PAVING /TAN) N �j N lOQ (z) 1. /OO ~ P VE !E'Nr POINTS W THIN O.O FOU,T OF SUB -GRADE ELEVA - NAND ,T NOT MORE THAN J A , A _ T N f� y l p) # V C. (q A h l 1 i STAKES MAYBE RwQUIRED BY THE CITY ENGINEER AS NEEL'•" " : >,YPED OR VERTICAL CURVE AREAS; cV I 6. AU_ SEWER, WATER, ELECrR/C, GAS, PHONEOR OTHER UT• 4 trr LATERAL; s, MAINS OR CROSSINGSSH44L BE CONSTRUCTED PRIOR 70 PAVING, O N i s � M O ION TESTS OF CONSTRUCTIO rREe CH 8A n LL COMPACrING ORIGINAL GROUND AND ALL SUB -GRADES SH4a N ((� N Z 7. COMPACT TE r N, V G V E REPO F WITH THESE CD PACTION TESTS SHALL BE p flF. PE,4FORMEO AT NO COST r0 THE CITY CUCAMONGA, A RITrr N R W r M R �7 I N W - ti'• - 5UBM/rTEO TO THE C`!1` ENG/NEE FO APPROVAL PR/OR T THEPL GiiMENT OF BASE /r1ATERIALS AND SURFACING. nco O O O 'O O C1 4j , B, AT THE COMPLETION L°FPAVING, A MATERIALS REPORT SHALL BE SUBMI rTED TO THE 0/TY ENGINEER LISTING ALL TESTS OR (U Ir) 1p �U C) ti DF, T ERMINATIONS COMPLETED rO VERIFY SrABILITYe OIL CAVTcNr AND GRADATION OF ASPHALT PAVIN , .,. TESTS O v C/TYEN. IN£ER L /ST/ GALL ST R ,i \ _ ti _ _ __ -. _ '--.� ,. "•� N �_ R, 9: PR/OR TO INSTALLACIDN OF AN, PAVING, A MA, _RIALS REPORT SHALL BESUBhf/TTED TO THE N ✓ 3 �' ` DETF AvvA IONS TA VERIFY R-VALUE SIEVE ANALYSIS AND SAND EQUIVALENTOFA0GREGATE. I _ N a O h_ R T - f: g h 4 M O , -+ {p/ ��� �4� � '1- ) ,. ! rlPEPE O ED N r.CORDANaL WITH" :VALUEaND LACEMt•6..F.STSTAX£NTODETERMINESTRUCTT/RALSECT/ONS EXlS1., �ROUN� AT �!l-R/W �` --� h -�q> i N /O, r ✓ _G SHALL B w FF r7h1 l A R P - 00 •� - { _-{ .- •- .•,-,.✓V �7G - Nam_ _�. O �'. O Ql �- _ _ 1.. 91.: (PRIOR TO PLAN. ..PPROVAL.1 - N fi _ ! .WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL .WHICH-CONS/STS OFA ROCKY MATERIAL, THESUB-GRADE SHALL BE PREPARED BY �. , / r _ - n \ r• �+ p I - \ P.E OV/NO ALL-:ROCKS:WH/CH PROTRUDEAdO✓E THESUB -GRADE_ ND ALL VOIDS OROEPRESS/DNS SHALL BE:FILLED W/TN A rINEGRADE T c'' ]-' /per CUR i '--� \ M A TOR, Q% / 3 / V!l IVO i r /!Jt a E- v1ATEYlAL OFAOUALITY'BETTER THAN T.YENATIVEMAr R14L. coo - -- _.... _ _ j n . < • '" .TO SHALL MAKE \ � - -_ .: _ „:-.._,...__ .�.-. ._. � _._. _.-.._.._.._.,__-,.....T ..... _. _ .�_,.�_ . � _ _ _ ... _• _ ...__, _-.._�...� _ _=� �j <. C THE DEVELOPER. COh T R __g1.._ ,...,_..._.=r w _ _ _ . `L , �� . �.,-,-..�, _. Y _ _�_._ . _ _ ,� M---_ .-_.-.,:--_.� - .:%G C� /2: ESTId, .GTE OF fJUANT/TIES !S PROVIDED BY THE ENGINEER ONLY 3 I. CONVEN/EN b OF R o a -�.t l✓ .-•1 Q N + 1 � � I+ �- 1- /S OWN OET£RMINAT/ON OF CONSTRUCT ON OUANT/TIES BEFORE SUBi:/ITT/NG A BID. ANi' lTc / OF WORKRECtII/RED BY THESE PLANS WHICH �+ L , I ( ,: VS/ ED AS INCLUDED IN THE OTHER EMS OF WORK. A OF/IOORTH CURB o /S NOT SPECIFICALLY LISTED /N THE EST/MATEOFO�ALITITIES SHALL BE CONSIDERED N T 3 1 TO i o i /3. CITY APPROVAL OF PLANS ODES NOT RELIEVE THE DE'VELOp R FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND 1 OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REOU/RED PLAN REVISIONS SHALL BE PROMPTLY SUBM/rTED rl Q { Li N 6 I 1 EXIST ,% OP OF NORTH CURB { TO THE CITY ENGINEER FOR APPROVAL. V n1 O In p) ' \Q A EX i /4 O SITE AND EAT£ ICR' STREETS SHALL BE IN A NEAT CLEAN HAZARD FREE, ORDERLY STATE THROUG OUT CONSTRUCTION, SITE O q� �N �N O tih' p1 � ' � � � O ., O � \ + - - , SHALL BE CL - ANE UPON 4L'QUEST OF THE rNSPECTOR' K ?� t\ m h ah ! a�/ ! I5, Cr 1V7ACr ALL UTILIrY COMPA,VIES AS REOUIRED, 9BHOURS PRIOR r0 EXCAVATION. O(r) `Q C� kl _ : I r - I - THE P_A it -OR USE UNDER A.C. AND P,C.C. SHALL BE UNIFORLfLY APPLIED Al- THE l7 O q (n CJ 2j 9 6.A SOILS STcR/LAN, REGSTe ReO BY E. .Fr N - • J\ �J• I .. MANUFA.TURcR'S RECOMMENDED RATE TO THE PRcPARED SUB -GRADE SURFACE FOR THE FULL PAVEMENT 1Y/OTH 122 o$i \l. 1... PRIOR TO PAVING_ L 6 N 'n cD O 1 rn L') I d p \ l2 . \Z )C2 2\ 1 �. 1 \• 7!o� �'O "� m EXIST. PAVE/14EN AT f 0. --�t. _ �o. N � _._.�. � 2 .�. O__ _ _ I -.__. I Q . L_�_ - e j I N h ry N N a F/N/SH P,Ca L/E/IFNi"r p -N _ n:I'jp Q ?W W 2w 4i f h,LN �x w d z ETA. i o Q 3 �r� ht00 To /etoOE Q J 3 Q ro 28O' V C_ { Z_ i Q I o Q STRIPING TO BE 7N TH I c e o I --� lrt (D U M o ¢' OF HIGHL AND ANE, oo I Q m ! PL =22.82 1 i ) ! :: e a�04 _ PROFIL E SCALEStn ?, ti EXIST. ; � I V�RT j•' L > 4 I '. - i EXIs�i A1J0 AVENUE 7 L� :--, T PROVIDE GASHED YELLOW STRIPING WITH TYPE D RAISED STRf.�/NG I /% : I8✓ :_.._..-._..__T-_-_- . �... 20 PAYEhfENT MAR/C£RS PER STD. DWG: NO 407 v -F- REMOVE F_IV/ST, A.C. DRIVE TRAFFIC STRIPING DETAIL 3 3' 33 ` ( ✓O/!i r'1ST. `-/B `--1 NO SCALF, 33' 33 �� A.C_. DRIVE CDNST, A.0 3 22' 22' DRIVE ' I4 I � 3 /I ` _ 22' 22 - /I I- 14 I 1 Z ✓o k� - 14,To16, 1/'TDr?' 3'6,5, /2' !O' 12` SITE GRADI VG EXI. r, GROUND \\ NEW GRADED FL. FUTURE CONS'T. Q VO Q Z � TR. NO-11928 0 W CONC. DRA1n,I CHANNEL I SEE DWC1. NO. 858 FOR PROPOF,EO L'vIPROVE- MCNTS IN THISAREA I IN Q0 16, T U Q , 30 X REDUCED PLANS 0 u 3 - 3 INCHES ON ORIGINAL PLAN --I �u ,F 4' 6 5' Ly 0.50' -- _ 21l MAX. FUTURE CONST TYPICAL SECTION HIGHL ANO AVENUE STA. 13�76 TO 157L35 NO SCALE J Z c� 7 lU ? k zt m N A. G r� Z ti Q lo, COI N RIW _ S, RI Ci W ROW OF EUC'9 AND EUC, S7IlkiPS i PG. - 'E PAINT 4"WHITE STRIPE STRIPING AT BRIDGE- TO EDGELINE-11J STRA/GI- BEG,'NA,wG G'F 8 "6V FROU EX1:iT,Nv" TR r.'E 12'N. OF AT STA. 15 �f- 35 2<I MAX.• EXIST. GR PLAN ,;CALE W i qJ � � J p V V c (� `. W m a V m t � I'AINr 8 "WHIrE STRIPE STA, 15T35 TO 17469 1 4 O PAINT 4"WH/TESTR/PEFDGE.'.INE<IL,?NG ✓ �� SOUTH SIDE- MATCH EXISTING STRIPING 4 AT EACH END. /-ururrc c.✓Ivar. TYPICAL SECTION HIGHL AND AVENUE STA_ 15+75 T019t45.40 NO SCALE Z J F` J I` �I � 4 J WIW CIF` . ti Q W � h - Wi � iRAG ��T 1 igy67 �4yr I) II }Q �O" t �iS I 14 II 31� V 41 �g 16 1.BLOCK 1 F� 12` O WALL ti ,// I � M Q WEIR O mm Q BOX m mN tOv Z I, IQ W��ti mod �yt � Q h � �v W • SECTION A -A CONS TRUC TION NO TES NO SCALE O CDNST. RC.C_ CURB AND GUTTER PER STD. DPYG. NO, 303 n CONST P, C.C. SIDEW44K - 4"rH/CK •- STA' • 7f 45..40 TO 19 f 45.40 FINISH LAWN O3 CONST RC,C, DRIVE I,PPROACH PER STD. DWG. NO. 305 -W=24' 6" �- O CONST 4'A,C. PAVEMENT ON 4'AGC. BASE PER SOILS REPORTBYC,M.✓. INC. DATED 7127184 �18" CONST. UNDERWALA' DRAIN .1-ti STD. DWG. NO. 507- LENGTH = Il' 6 E.=.'/STING A.C. PAIVEMEN'r J" /5 U SAWCUT U7EM DENOTES REMOVE EXISTING A.C. PAVEMENT SEC TION B - a �' REMOVE 12'OF EXISTING CURB AND GUTTE R NO SCALE j EXISTING LLJ llf4P OVEMENTS PER DWG, NO.6! Q VEW UE �tl Z ) COIJST TRAFFIC TRANSITION PER STD. 'DWG. NO. 406 /0 ADJUST SEWER MANHOLE TO GRADE ll 1: LOCATE" MAIL BOX AND REMOVE 3 TRAFFIC REFLECTOR POSTS !2 RELOCATE UNL.ABLED METAL COMMUNICATIONS BOX 13 REMOVE 30 `OF18"DIAM, REINFORCED CONC. PIPE 74 CONST P.C.C. DRAIN WITH GRATE COVER CONSi GPEN PC.C, DRAIN Dr4G_ NO, CDNST PDX, SIDEWALK TRANSITION Ptn^ STD- 511 2 CITY OF RANCHO CUCAMOIlG, PLAN AND PROFILE SITE OF HIGHLAND AVENUE FROM HIG,YILAND /376'E. OF-ARCH/BALD AVENUE TO I945:40'EA5'T C.U.P-83-02 �J Q H O APPROVED BY .DATE m V i CITY ENGINEER _ R.CE 23889 _ DESIGN BY BYRON ✓OHNSON a:" Y RECOMMENDED CIVIL ENGINEERING 8 SIRVEYING DG A 3h& 1033 E. ROSEWOOD Cr. BASELINE DRAWN BY ONTARIO, CA. 91764 SHEET 8, TEL. /714) .984-4702 OR 986-(319/6 I OOFI VIC LAITY MAP NO SCALE CHECKED BY � _ (21�Z\84 894 CITY BYRON .JOHNSON✓R.R.C,E.12492 DATE Z 110 WUY 2110 t. 41"10 ELY v &9,lcA' O.G, 5z9p- 29,.32'o.c. W N N M W>_Y -TOP OF• CUK6 F1ti1,44 2Av5 1ENCH M-69V-` GITt OF K&WC:Hd WL`� E�,IhfINGI GROUIJp LIr G CUGAMONGIP�, aE1JGH MASK NO; (0�1 l° ALL. WOIZIC hH61.� f5E, C)OkIE IW -,GCOt,rNJCI� W/ THE E I�LAI,1�7, T k� CI Y O c , GH)h ''O" IN F.ND hIGEWALK SEG, WALK T P IzoucHo cucaYbuCIA 6To1.1G?4�GDi, THE "hroa l�Atzr 7�Fc ll~l�' �rlo}J�/46. M dual �c Q � / r N 2is-7"vc, z �,w. IrJI. 'ZtJATE ;=v, (np;.+fi. V(STA� WOtZK't cOw,!aTIzuq_'IQ►-I`'-c;u12RF- r F-DITION, CON P.&CTq;F— SHALL 5, _M90' V.G. fp _ P; rQ�/p �° (00 V.G• , �e P�,t0,30 CAi2NElIPN WIrH q 6HALL. Pry= RE�POI!'II�E Ol2 ADHE2uf J E TC7JDAI2D'S P.1,=211vf,21 Pr 05V"%� gr✓ra,I /� P.G-2t$5.9$ // U� V V1�fJFrCIfICDTICJI.1�, I to y N CW v.o N U , ? I o� W Z• Al - PIPELINES ')R hUI!,5T12UCTV9F-'5 OF ANY KIND TE.LPPHOME OP, Poµ(E2, POLE- m N N a > qj CIO LUV- m' a,. �O }\ 00 Q M q WATT M�TeR�/VALVES, j-IRE H`(Dl2lplJr�i ETC-, SHOWI.I 02 uOT SHdW♦J OlJ THEE m to U U 12 �y �' `J nib N 2 plA1J�s WIT•4i1-I THE- 121 Hr OF -WAY LIMIrS o2. tW Aod'u-ELT aIzEA6 WHERE, r v tp 0 tq V 'cJ t t/S �;FLUCA OR P EC ED IMPROVE MElKjT WORv. IS gE. IvuE 5 U_ ee (;EMOVEp , TED IFOr T W o IN PLACE AS RE0ul!-,ED AT QO COST TO THE CITE of -1 Ip Oro N N r v d rat.IcJ 1.7 cucAMal /�, ") z�wn cri N Ch - E•12% 0 2211)WLY h1AAL, &MILIA u1 aN�' COIJ'�R4CT0�, Pc12_FOIZMIIJG, W012K.. ON T'H11i PRol1F.'G'r F K::IZE, z•2y010 _. Q Q N r N t t tp HIMSELF W/ THE. SITE � 5HALL OLeLT BE, IZ�/�POW/21BLE. FM. AIJ�' DAI'14cE, r0 ci _ � f �' m E,cI�T'tNCI FA�ruTIEs 12E�uLT1NcI I�I�:CT>rY o�. IN1�I�F�'TL�� j=lZor-1 Hls FIN►5 E9 t►RAD>✓ M) �1• 2213•Zo Ot TIOW6, WHETHER• OP. Nor SUCH FACILITIE6 AIZE. �1-+OvJN ON THIS PL.&.", • @ �, Ellhi'INCI c1°Oi)N� LIN�:G�.�, , 'iOV,G• kqj 0I0 �, tJ h v 9, ;, PE12M1� hHAI.I PEE 013 AINFD -I�UM P ' �- > q _ �- T ( rHE CITY a RA1JCHo cucrv.rlol..lcl,o. EN 1?I.=211e1.9G g N + OyC (�/ a tp h) ti , DEPPcR. M N PR OP- TO AW-f EWCOOA°CHMGyr OI2. CCM- TRL�T'I01.J WLrHIAI Cllj� of U Ox �- t?1,= Zt95.t30 � _./ N SQ N t!1 M r rT� rr I Z4NCHC) cUCAM0l1ClA I�IC1HT- OF-YJ�]`�, 0 W , g PC, N w o g. ALL CI�Z�C�E STAKES �HnL- 6E SET �� THE 00WTI2A,C_F0I2 0l2 EIJcjINEEFz, PAVIIJC� a1 N , N Z.dJ [p 5 (AKE�j SHALL l3E SET Al' ALL HIKICiE I-01wr5, EwP �E OF PAVEI iEF1T f I IJ IS >. O WI HIN oz. )l OF 6L1�-eRfj•DE. 6LSVG� ro+.l A IJO MORE l-I W � FaU gm � ,.N Nr r r r T r r 9 O / 0 `� N / W N1 lV 11J �EI_VALl7, ADP TLL PAV IIJ hr4lGE5 r'r SE I2Ed !] F3 GI �`( E/JCIINEEfZ .I N Q DID / L7IC Afi WE.E.DED AT WARPED U VE.RT'ICAL, C.U2vrL !s�'F�S, n1/' r O 9 L4.320.c. W� '� N N �I Y p \ti Ca, QU �EY✓E ,WoTE�i ELEGrk? tc, C� oS, PHONE oTH E;F- U l I -If Lod E 2dLS V.G. / f ?al lJh , ot2 c�G• �11J� `'HALL r6E ccr.IST•?_uc eo t�21aFz- -ro P,bvl Nq . - PY• 2115.11p p 4 4/ ' 69.64. O.G• 57192 j i c8 \A �� I. COMPc, TIOW TESTS OF EMr_-4WV_MEf l i GONST`RUCrl01.1, T>zEt.IGH 15ceFIL_L, Ad v,G • q r 5 0 , 1;1.`( `jt�P Of GUiZB FlM51i CjRADE CrJMPACTI N� Li2t_jIFJAL ,,6jP-0UQF,> { A.LL 5116 -c12. --s. 5H, LL. t� p FZ02m � P,L=lllol,Bl tj > ri�% I _ �0 V. 8 i''WO C06-r To E�iE COMPAG JONE EST, I�i 51 W �P�E hUBI IIQCHO UrEp© OG HE cW2l (`IEt! 'IZVeL_ I I H .- T r r T rr No N O N * ? •- 2195, "101 N n �'' _ t210 TO '(HE. 'PL,4G EI-'IENr C7F 1 SE MAT E24 LS /Oe �7111ZFA Gl N U N .9 >, to OQ z� �r m N coo r to W N. ! h ? N /' , } N N g- ZIOfZ TO Iu/7rALLArloIJ OF Akj PAVING ,A MATERIALS I2EFi SHALL BE d S � Q c0 d % o + N� hUrSr I� jED To T-HE GI��( EfJc,IIJEE [ IhrII.IIIc, OLL rES�s O DE F MINATI01�15 c J) c►nr r�rni li �' � 10 ELY T d T- FY : V 7 'r F 2 GOMPLE E a vE21 51G E Ai--IOJ.. 515ANCi EczLJIVALEIJ O 0 LINEI 1p 0 .N ( Y A=t�1�•��1ArE 13A2E, N O Jol 0lp �rQO wo. 12 11-1 t1 O 112.00, 160 9. if //P_00' 15° 29.32' 14.75' 0 IIft. 00' i3°91108° Z,$z.33' I41.841, Q ►ve).o0' 13°Al'OS' ZgU•vi�' V4.-.IUI PI?O�It� SCdLE•S; l'=g' V.EQTtG:aL I'a �0` H�2120N•TAd� 41-00 9. PAVIWJ SHALL 16F— PEtZK9MEI7 IN ACcOIZPANaE_: WITH 12-VALUE +PAVEJ-iEW TE5 5 -TAIc.F_W TO DST EIZMII�E STPUG(U2d!_ hEGT IONS �I�IOP_ To FIWAL, PPP�AL� IO E�TIM4. e, of Quo, ,1rrl IES IS PROVIMiD B'( IE1Er=� C WF y FM THE. COWVEQIFJJCE_ OF THE DEVEL.OPE2., WHE COIJ�RAGT02. SHALL- MAKE HI-5 Oµ W VE,-rS ZMIIJATIOI.I OF cv♦,lhT2uc'(IOu aUe.1J IT(5 EFO2E suemIfTIQq A r31D, f"J_f IT-F-H OF WOIZIC, ReS?Ul;ZED 3- '_HE. F_ t 1s115 WHICH Pe, NUT hPEcIFIC,64_q I IhTED IQ THE I:hTfMaT'E O(= Cs2LLAQT'ITIE7 --HALL 13E COIJhIDEIzEC� A'S IwcL.UDE.D lu THE ort—g— ITEM-5 OF WOzte_ II• y-f12EET hlclus PEe CIT,-( OF P�UCrla_ CUcar�loNclA sT�uDa�rx QC-,. elol Lgoz. 5fG1� SHALL, 3E. CO1J5TPUCTEp AT EACH W E1Z-�SC•T101-1. I2. CIS( APPI20VAL OF PL.A1..15 POES kAO RELIEVE THE DEvELorE� F90M rfMd�E OF t Ua�lTf�(E <F'OW �iLl(`l' Fay THE corzlzEcTlc �F EIZIZ02 �, OMI ICJ DISCOVER_E_fp Pup_1k1(I UPOW PECQ°ST -fHE_ 9,_tdP. PbL , 1 RE.VISIOWl? 6HAL4- 5e_ 5U,6-,g4 _ PkepARAT/ON(`IJ"/o) z/L/(o SF PIZOMPj� `UPMIlTED TO THE c/T`( EIJC�IIJEEt? FOZ APf- ov,^,L- PAl/EMEWr 19.3C7O -5.F. 13, WOIZL 51rE- • EX_rE-PIOIZ SHALL Bf IJEfiCr, CL.EAU, 1 fAZ4IZP-'F;ZEE 6,0 11 ORfJREL-r S AcT'E., THrzouTcuT c0N,TP-ul7T•I0I,1• SIrE --,HALL RE. CLEANED �O. 9 ACgxt:'4ATE 645E 19309 S.F. UPOQ IZEQUL5t" 6P T-HE NJ6PECT0P_. 0, PC.C, a196 / �d <IU%TE/z i ///5 G,l✓ 19.=DUTACT ALL UTILITIES C014PAWIE5 P_6G JIRE,D, •'IS HOL --, PF-IOfL Tb F ps;/� r1711. STAUDAKD Dk,/q. NO, 503 Q ' � (OUIZ CO�IVENIEl-1~^!✓, (NF✓ FOL.l1.yJIU '�v�>✓ PIZOVIDE� � ro a `iT93,5l-= 3+8Z.10 ElJEPAL ELEPHON6 C�1 T > fop- O Uwo6Q(fIt-7,Guwo hE2Vtt ('i IO d ILA Q q I IN E1ZhFG IO11 T r 5ou.jTH69W CAUPORWIN GA/5 0_OMPF:N`( (-j19) _Z$t3q (08•` ` Z-Ig1 r_ 5IIZCH hrIZF_E."r C11-4) 5Zq -10-10 ' K5P_EA/ CA 9zE4lZ1 G11•..A!`^,OUf.IA O.DUl.1T-' W.4T'tIZ bIhTP.ICr (7!9�c107-Z5�f, %—li l SAI I (3ERl lAl2 DI lJa POI&I ? lv I24UCHO CUCAMOUCIA,,C;A, �,- .r �jOU'I HF.�IJ c^ALIfDC�l.a1A EDI�7DF--1 ^�l`1FAIJ��: (11�1> �191-•BZ/o� + N F Cou��c j Ivy 'lJo1E . c�Tu�, coulzrl oilGv11 �Sl PGC Pn'\/e wT OVE 1 &,15 cPt2l�/4TE� �� � iEET 110, 2 CO',.7--'L UC'f 9' PCC, CUP-6 j CUTTM nr.2 -ITP. t� �Ci. 303 ' �Or_ou 0 CCtj6TRuGT 'UNfJEI',SIOEWA,{-K pRA1rJ rvrR 5o j (w=4` N=•o-0 1zI ICI IE' IZI 0 GOIVST7Z.UGT I OOaL 5-CD. pWG. 51S Cc►hF C) 7 `-'P.AVCKO CUCAMONW, C" LMITS �4k i/y° PEA ET: ,OIS IIli` PE.P. fT, lk, PEP_ Pi ti' r lyrilc6L. S�Gi'10I.1 I" 101-0" QKI.. rZN.WGH rZp. • EAIZL COU1ZT • CASTLL COU(,-T- i0 ' L7�IJVC� Er�S rP�r 6 zv s\ 3Q REDUCOED PLANS 0 l ,IrI�I,.�ti-�IriII 3 3 INCHES ON ORIGINAL PLAN wuslo> 7T, Q w VIGluiTy ! z� p IJoT To hcaL t=� CONTkACTO,e AC,.@EES THAT HE SHALL A55uME-)�OLE 7 COMPLETE /9E5PON5/61L/TY FOP- JOB S/TE COM. MOAk DLAF/NCI THE GOU25E OF CONSMUCTION OP THl5 PROJECT, /NCLUDINy , SAFETY OF AU- x7eg5CJN5 i PRG1-�-,-7y; 7HAT- THIS geowR5-iewT- SHALL AFPGY C01Vr1MU6l5LY d NOT BE L.IM/Ti=D 70 NORMAL WOPXIV HOL95) AND 7HAT- THE COMMACTO/Z SHALL 0EFEWD, INDEMNIFY AND HOLD THE OWNF-P Y THE FJJCIINEEIE'. HAKMLE55 FPOM ANY � ALL. UAp,IUTy, 9EAL. OP- AILECIED, /N CONNECTION WITH THP_ X799- e_0IANGF OF W02K ON THIS P90JECT,, EXCEPFIIV4 ,'Oe_ GAVL/Ty ,49I5IAIC1 FROM THIS SOLE NECjLIGEJ�cE OF 77-/E OWMEAZ RP THE Z!UgI1F..E Pe6celprrokl OF mv15I0i,'l I9ArE OF 9A HO GUC4MOU(1 A, pL,oE\I L�I,1D P�UFIL C.45'�LFi COU12i �p�lvArE) T�a�T uo. 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(11.13 N L° 54.5ZLA W A VU REDUCED PI-ANS O 1 3 INCHES ON ORIGINAL PLAW FPEWCH M4JZ. ,, CIS OF PAJJCFt0 r-ucAMO A,- eeuaH MANY wo, (?-I CH16 °C3' 10 F-WD S1Dl WALl:�.,SF_G.WAI-r- 5•W.IQTEe•(PRIVAT- W.) �HW V15 CAQNELiN ?/Z0 EhTIMATE OF 0uAk►T1T1E5: SUBGRaI� Pl�E."aRgT/ON ��to%,� ��35 S.F, vAVFJ'iENr ZO,050 5.P. -1" AGGREGATE. BASE ,- ,(,)3a 5./= 0" P.G.C. CURA1 607E-,. PE2 67D. OWC/• N0. - il&'Y I., COWM-4CTO.2 r4gCEE5 TH•4T HE 5HAU- A55Urrc 504•E /1 GOMf;i-HTE ,<g6po1v51,l5iuTy FC!C' aos wrE CO,-olT/oN5 oUfUNG THE COURSE OF CON57-/zUC7loN OF TH/5 PROJECT, /N.CI.acwri SAFE7Y OF AC.L peR:5oA/5 f Ph6PE/R7YJ THAT 77y/5 REOIrIREMEN! SHALL R.�PLY CON)"/NUOUSGY /Nor se L/M/TED To NORMAL wete- iq Ha.W51 AND THAT' THE CONr)"CMP, SHALL DEFEND, /NDEMN/ Y AMD t%9 D THE OWNE/; •E '"E / e FYA2MI- 5 i PKOM A"Y yl AU- L/ABrG/ /T REj- C..-- AUEq--D, /N CONNECTION W/TH THE P69rnCMANCE, OF WOR,C W TH/5 P�'OJECT ,-,KC6Pr1A1q FO,e /,/19/L/T71 Ak'/SlNC/ FWCM THE =oLE NECjL/ r�NCE OF 7HE OWNEC OK THE EA/y/VEEK, LIT'( OF P-&JCHp CucdMOIJ61,d, P,44,j 6.1P PI2oFIIrE 1LIQ C1 12akIGH f2oa 17 (pf? IvvrE) rzQGr I*JZ`11- Z Ti-. C-r IC n-I a.pnz;I✓ Eta r3 ( Dora✓ & - 7- �-- CIN Ekl 11JE _ 11 U0. z ! y' f2E-iI61Q •rHE a taerall COMPN.1 �I3i-5 Ar=CH15ALX� -5 L I a 1 (v.-A) �� rIy] r, clda4 IL331 AND12Ek/ 6.4fLMAKI/aPl �� IzEC0MMI5WDED: 1 tS, ;'Fceftn _ 5HE r z OF _ 4�, ��wltJ No.. r�/Ci cJ�/ T/ 0*,l J1;1 G,r=.o. 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N G tWN N� o. h.N 30e�n P/.=2223,S2 �Oq h'l NZ h5 � V,C, Z4/9,33 rye° Q< nN pN �� b y X N / N F//✓1SHE0 � � rJ. N � m� r>RAoe lad ¢ /zA W. nM � r r. V / ` •+ / J h / N 01, Vpp h N 2 hN -4 Wh N 55.?O D.G P./=2253.Z; GRADE 0 X<AS r TOP OF .I 6WX y� \ % �W ,t0"VC G'41 8O 040.C, h IN 01,,=2223. _0 M A SN N ''10 R GO bN U, a A s W a N h N N1N N tlj Wt �Ll Q� Na N 2 O I N 6lid �. (' O tD I SCALE HORIZ : /'= 40' \ i VERr: /"= 8 Z +00 4-t00 57-eoo6�00 7 t00 r r',«zs �sITE) N9Rr// see. S146gr ^!0. 2 zv. S 6 S. 64' 0. C, 13 N N ht tV GOO �0 �h tiN� N Cy Q. eqo �a 9 g' b ACC55 � 102/l/rcw� O 'Co M l3� 8-r00 8F:NCH MARK //V T//E Crrj' 0E-' 'A'AlVCNO CUCAlf?oNCA BE/VCF/ *I A/2/< 69 C,4/S ' L7" //V ND S /OE/r A 4 ,11C'/ SE'C, NiAZ I< S.W. //YT, f'.�/YATc /cG,3a�C.A v/SrA) t( �CAR/VEL, /_ /A. d ELE!/ ZrAO, 1;710 2255 VVLY 2255 2255 E,LY EST/MATE OF qUA Mr1TEES' SUBGRADE P,F-fPARAr/DV (807.) 34, 500 1!W` S%i P, C.C, PAY/E/1/E/VT 32, 925 �''AG(irC'EG4T£ BAv"l 32, 9225 SF 8"NC.C. CGGC'B 65 4. F 8 P. C. C. CURB O/YL YF'E/P 61,w Dom; N0 30/ 1,780 4,1-- FIRE 4A,"E u"/Ca L> 9 EACH r, li " PG.G, f-A V /ytsn, T 700 s ,- gUESTR%an/ EASEMENT CONTR,1Ci 0,T AGREES T.NAT h'E C11AL4 ASSUME F�'F_ S�o.vS/ siL /rY FZ'7.P , /O a Si; E C0440lr10,V,5' 4)&e/Nr' rNE - COARSE Of F CLNSTi?(/CT�oyOFT�%S P.POr/ GT, /�f/CGU,�?/iJ/G c34F�//� Iv/DE OALL PF_ �SGA/S 4,0I1 PRODFCTY. ; TNAT T.y/S 2zF_gU/R �>E/rT 6 S SNA[t APP� J' CGyYr/.vUOUSGi' AA/� NGr a.� U h/rco ry nrc� eMgr rSO P:/�14 0�R5' j AND OWNF.� AhO ,4LG L•;/A8/G/Ti,' ,@`E.4L 41i A41-, �/10 /N CONiUFC;T/UN' W/T,4' 774-- /7.ERFC'fZMA/VCF 0- 9,10v 'K CW T. //,S PA'0& ECT, .EXCEP71A1C- FCLQ 1-1AB14r1-Y AAPVSIAIG-K:'OA-1T11-E SOLI_ /-(/FG.�/G•F,rl�Cr Pr= � -u„• OWi/E;e- olr&i>fF F�t/G/NFEe. COVSTRUCRON NOTES (D COV52WZ7- s%z.' ,-•ce �✓F.+���vr o4, :}},. � i.,Es. O CONSrC,1107- S' P00 CUK,5 6no. DKI' .303 rJ CONSTRa^r Cr11 PGG Gl1RE3 114v. erm LxJG v0/ cays7,,rva' c,?y' -CC IAV51WkFe 7- 0A/ AiA77LIE Sp/L G'C,i�vSi N'!/T F/,�• G."y� S/E71� .pE:2. Fr�77-rf'CL F/,PE Uhl." �:G� loESCR/Prloll of . �,EY/s/0/✓ CITY OF RAAICI-/O CUCAMOAIGA ,:'LAN AND PROF/LC �A11;�L MIRT (/oRIMF 7-RACT ,-o.271--2 5�-` ro2?'7 APP2011iF0 BY Z:14M 6 -7-BS CrrYENG/A/EE% �' RCENCO. Z3 �79' LPL S GIV 7-11Z BAI-\:M KIAN CO. RECOM.+� yr a 9375 Ah'C�NI.64=L7 cSTE. (Or CCU Fnginterin43 ,0.�.4vv,W. RArf/C/HCJ Cl./CAA70NGr'' � G`!I SFr��'T" OTTAMY 967 '' ¢ 3 of !n CfrECK.E�3 ;J ,Q a,587 o/IM"G. /Vo A,VZ;PF,,5W z,5r 2140 2130 b T CPr f • 65�t/ n m It TO. P OF CNrf NN * 2 2 4 0 WA L -4 p 3 b3 I 'Qj CHANNEL qU \ /2L.F; UN4ERS/OE4YA../s' 41RA//Y j b� PEr� STD. .OK'G /Vo. 507 %v= f-' Q •rI„ v74• v� ?_220 t o 1 hp .FIN• SURFAcS U'r�of5.2� � e �� O V. N � ma I fio 1 roIH NI m 2 Vj ro hCyl - 1, OI w V g PROPOSED �'/N/SNE,2 GRADE r3 LOT 9�-.r-�, ryCry�i V pl ro'yJ Fp 5ENC'H MARKI IN THE � � C'ITYOF RANCHO CVCA- iC14 NO, M ONGA, SE1 NtA(SK .v 999 CHIS "r°rNENID w 5 IDEWAi-K, SEC. WALK a h S.W INT. PR {VATa ROAD '4 o /yM2200 p ti p � / _ J2 9.55 L•.=-- ,f',ECTANGUc:.i< � � � /` COiYC, C/lr3rYN.EG �P,PlYt1TEJ - 2120 Z�II'v r7°CryIPGA, / S= 10. 35f 0-"00 2r3,94GF. s 1 2 7'.PCP • l :., S=_ObU- 2 �. 67CF,•24"RCP�PR/i lT� DO /DOG-D S ;0402 /000-0 �k'a, • • 17.5 L.iF^ /8' �..^•.F� L� 9=.043 /82. 60 L-F -ti. 2,1 xc/� S = .0/6 \ J OOa - �> / U u lA O - ) ` 35 LF, L3F L: F• ✓� _AVE it -' R.3�i L,F. Jt3'� RCP /B"PCP 8 RCP /47,SO Cf-/d P,^P P ' = 0.//09 /G/.54LF^ 18r%?CPQS=O_/89 SCALE r � ./YA � ,� @�=0.:30 s=a..p2_' /C°a- o /000 .. L/NE SCALE /000 1250-o — vE/FT= I L/IyLE C - /o/e/T.: _ 40, ¢o, ``~� I/E Jz T. /, 1400 0,00 /" 00 2 " 00 \3 t 00 0 t OD / = 00 2 t 00 3 too 5 + =5 6x6x/sCH,g r A N :5- 012 vRAT/ 5 n I o 150= 13. 57c C FS p I V � PLAN :�ETA/L. A 5 I rw 04.71 co'vc.(FC)>25COP,,91 f�as°Y�ya 3 Z5Ae ',7 /E`O.G• rc (4d.001 / SECT70/V 3-tS Or 74. 502/,YEA N.T. S• = Dr DOL/NE' B I ' 2 a L/2 ? v L c. Cr _ C S S r' N o ---' - r12On/C. COLLAR ,T f ¢ OheCUL 0- T.'ES Mrs 30 REDUCED PLANS 0 I 2 3 f 3 INCHES ON ORICMAL PLAN —.k 6 a 8N L/M/TS OF EXTE _ �"-`* 6 ;,� •� BARS /6'/ O.C, c3W. � � � u4R CONSTRUCl/O/V NOTES'; ' No'!ON CHANNEL 5gC 1 V Vim` SAW -CUT e 2 I'� 5' 21 1.�J• ` Q CONSTRUCT- ,'_,7" CMP GA. -'K/ /. REti10VE VD-cill CO NSTRUCT Z4"RCP /000 - L72/CONSTRUCT2d" RCP /280-p I I I FX T 7/ 6, h CONSTRUCT CATCI-1 5A✓I111 w1rH /414R72�' ---R t)E7'A/L^ I � � � I CMP RC � �-s , z•o"I 5 CO/vST/PUCT 18' RCP /250- n TRACT /0277- P W Q _ _il 2/ CONC- (FC�= 2500 %SJ t g/ {�,r ✓�/ii.r 6 CON5T9U.CT CATCH BAS/N W12 GRATES Q�7/(/�, QF E/Y,�PER .OETA/lam �' I = /,VV>6 LL i - T CoNSTRi/CT CONCRETE C vA/YNEL PER SECTioN - E3 U I + W 0E A•'G� OF EXTENSION OF HEAD{✓ALL r TS CASTLE COURT 8 CONSTRUCT F:4R1<WAr ORA141 PcR STD. OWG .NO: 507 (W= 4 ' N=. 67) 9 <:'O/VFTRUCr CONCRETE HEADWALL PEE 0,5rAlG 10 £DNS 'RUCT RI F RAP E1V ETGr IJ/SS/PATAOR PER STD. OWO 517 C) Tor✓ Q oc%J I W It CONSTRUCT CONC1?ET,l- COL-'.A/2 PE,2 4:1ErA14- /i P.M. 4013 +r\ IZ CO3VGrXU47- 27" /Z 1a00-/;' 3+•39.43 L'J GXTc/v0 cx/:4�rN4 GC•.vGh'c Tc �E%OrvyG�r'�E� .CJETi!/L ,/ I�I ' I h 0 ...„.( t_5 f f / N O 2 54riY 253.50 -MIS SON,Q`f W AL-1 �` } E'S'T/MAr� OF L VAN%-/T/€S '� � I2 -1 I sa�«o g (A) PUBLIC +27.• 3 / 27' C MP GA, # /6 48 L..F xyyG' 13 �J�� � \ ` 6 pa \ Z4' RCP /000 - 0 2.5 4L - ti Il 0 12 >S rl @ �s el 3X4 LOT NO, 29 _ /83 LF I /0' ORA/NgZ/" Gr RCP /c^5O t7 EASEMEUT �P?/YATE� lz CATCl/ BAS/iV Wlr// 0,V-r GRATE P.R G ETA/L / EA. j xy \\� So O 4 C,dTCH BAS/N TES PER WIM TWO GRADE%NA / 'A. OG� 4� T J I it /dWslGt cw �,,k. TRA 10277-Z S,D. CURYE oATA I /LJ ,P/P RAP LYSS/P. MRh` WD Oit/G ND 5/7 (/ 7VN . xxj 46. /5 = 27 04 49" �� J caAr� �90' a 13 LOT NO 28 .N q5 ' 27"FcGP moon 29 LF T JON (5) PRIVATE nr70v/DE wA�L oneNlr✓ys C/ITC/I eA5hVI 1rW Tx/O G3,ATES�,U,E7 4 L=42.53 2 - 8 "if/GJ1 x ¢B "tv/ve ' + QE.E OET.4rL A RECTANGULi1R CGi4/C. GlAN/1EL /4V� '0--r4d- /3CJ 2F. q Y1 - 15' E4UE"STR/rW TRAIL . It s7. es RWkMAvORA1V .srv. G-,Va 507 /Z L.F � , L / N E. C /8" MCP /000-0 /d G,F °{ ER FLOW (SEEGRAO(NG PLAN). I MA5ONAR{' ( PR / VATE ) g wAc.cs N.T.S. �- \ LINE «BK 3' COVG /'TUT7�lZ e lsBe, 0-IL .SPEC AArtG �YAKa M C•6 C I rY OF RAAICI-10 C UC0 h'YJNCA fLOkJL/NE of t �e �tNl OATiNr CONTRACTOR _AGREES THAT HE SHALL ASSUME SOLE NOSCC3 J FLOW q r2A0/USK-� /{ 1 r /rrPJ � L CATC/,! BASIN LGcarrON riE AND COMPLETE RESPONSIBILITY FOR JOB SITE -- ♦ RAC,i --.-------`-`--..-- - - Z �T1 FJ 1I I ✓FY. STREF_r ANXCH O'er a- 1 ,J __ _- - i +J J-CF✓Vh•< : IJPGORY 4SS. � IV FLOiV Trr= 2.5. 67 f 25.5' f'; _ _ 3'.E'di7/o5 - •�..... t f'LUlt.i/Wf OF STN'EcT- 2Z,47 I s ro iI t �6OL T - yr, ,, t gsa, I I 6' 7" B I � 3 FAO/USA„ i 7 1 _IP 41 - I I_I I I CONDITIONS DURING THE COURSE OF CONSTRUCTION OF STORM L-AR>4IIV0 ANC/40,e focr r PER owc /va 503 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ' -` 111 PRnPFRTY THAT TNTCRF n UIREMENT SHALL APPLY TRACT �T�277-/ � 10277-2 ,5 CONTINUOUSLY AND Nl BE LIHITED TU `IORHAL WORKING HOURS AND THAT THE CONTRACTOR SHALL / DEFEND, INDEMNIFY AND HOLD THE -WNER AND THE ENGINEER HARHLESS FROM ANY AND ALL VIABILITY, L >✓/� '-1 vsr4 OR L EGED IN CONNECTION WITH THE REAL ALLEGED, -o^r PERFORMANCE OF WORK ON. THIS PROJt.�T, EkGt,..t..NG P vEo P /PO ^ �� n E-4;Z S AT 1 v- .3!0"UNLESS OTNERW/SE FOR LIABILITY ARISING FROM THE SOLE C/TY EI✓Gt DER Re,-- Nc7 Gfi9 ;--L I i---- li. t _ ___ W - --'- I I 51•/O/1/N __ r-'`-1 NEGLIGENCE OF THE OWNER OR THE ENGINEER. - ZD'f s/c;.'V - r CO,ECDA T, /� r1fC%1�/AKr�I�r C iN/ENQE � � � 1 I"I W = 2 - //.38" FOR ONE GRATE , AOd 3 � 5.3E3" .FOR EAC/ '�� /R'r/<- /O/ A.i Ch'ICENTER 9375 Alf'CHI&ALO CC, -SmAnearina SECT/O.V A -A SECTION B-B Pl-AiV AZ201r10AIAL GZAxE L�F2f1 VYN AVT /?4/UCHO C,•�,AfWIVSr1 S Ad,C4LJFdr'N/A 0. g / 73b .OF (,AICl sA //� _ 41 H cl/rECfCEd IY ,r lY 1 /4 N nE/2387u/' �;��( Or`zAPY/NG /11D. {%ITV 0iSL,, -T/0,V OF REIi'/3ION OATS AF'P2OY. /P. C. ,4-1, DATE- 8 95 ` p a SCALE I"-20' 20DO 2080 2-070 L � 90. ' NPQ! 1 ``��sw�m \ W pm�l AO Z b$°i P �', EX 24 C.lvl,F. obi m a 447. GO' °6 '' ��� Opi4g• `,�ryp �,� hIDDEN I-A/<M ROAD ^5, 2096 (2085.93) E.P. L0 2 Ae bm' N ,i/ -� N,N / 00 cV N 27.80' Q e: W W yj- r2d itiV n "Id /\\. I / 2 50L.F.— EX. 24•"CN1P SCALES HOR.IZ / "= 20' VERT I"= -I' 3O X REDUCED PLANS Z 3 3 INCHES ON ORIGINAL. PLAN-- j 24" GIMP CULVERT HIDDEN FARM ROAD Qa I/ lry ryo^b"�O4i bI I / / I SCALE 1- 20 , �ti r?o N cjQ I / I I l N N N O / f STRANG I5 y�e EX 24 C.M.P, LANE 0 ry040 ONIX Ol�y° y / � I r2 � I� i y,Ik��1 t J IO ' . 49 L ,- -- EX. 24"CMP SCALES NOR/Z. /"= 20' VERT : l"= 4-' 2046 F> 2035 � t.� •BZSNCH MARK, CITy OF RANCHO CUCAMONGA , BENCH MARK G9 CHIS "O" IN END SIDEWALK, SEC, WALK C•W. IhT. PRIVATE RD, (FALLA VISTA) E CARNELIAN AV ALMOND S7 BELA VISTA SANDSTONE AVE. III �' HIDDEN FARM ROAD SITE STRANGLANE CONSTRUCTION NOTES - lD CONSTRUCT ARMCO END SECTION FOR 24" GMP ROUND PIPES GA.#IG Wz 48" L=4/." i-D CONSTRUCT CONCRETE RIP RA,' SFILLWAY PER DETAIL. 241, CMP ESTIMATE OF QUANTITIES ARMCO END SEC TION fGA. # /6 W=18" L = 4111 i 2 EACH RIP RAP SPILLWAY PER DETAIL L.S. 25 L.B. ROC.I< (EMSED , N CONCRETE) SECTION A -A DETAIL OF CONCm TE RIP RAP 5PIL.LWAY N. T. S. 2025 CITY OF RANCHO CLICAMONGA CONTRACTOR AC20REES THAT HE SHAL_ ASSUME SOLE ,AND COMPLETE RESPONSIBILITY FOR iOP SITE CONDITIONS DURING, THE COURSE OF CONS'TRUC. 1ON OF THIS PROJECT, PRIVATE STORA4DRAi,N I,VCLUD/NG SAFETY OF ALL PERSONS AND PROPERTY;ThA'r 7,HIS REOUIREIWENT SHALL APPLY CONTINUOUSLY E NOT Gl./' 8E LIMITED TO NORMAL WORKING HOURS) AND T4AT THE I-IIDDEY FARM RD. x Sr RANG LANE CONTRACTOR SHALL DEFEND, INDEMNIFY ANO 1 THE OWNER AND ENGINEER HA,,RMLESS FROM ANi •A:.L LIABILITY, REAL OR ALLEGED, IN r lK-INECT/0N H Tr!6 P4~kFORMANCE OF WORK ON THIS PROJECT, EX-dt TINIi FOR c.IASILITY ARISING FROM THE SOLE NEG%-IGENCt� tlr APPROVED BY fJATi THE OWNER OR THE ENGINEER. CITY EV0INEEP. ACE No. DESIGN THE 9ARMAKIAN CO. RECOMMEND. R.C.M. 9375 ARCHISALu 6TE.101 DRAWN RANCH C`JCAMONGA, CA. SHEET (I�'r,) 9a7-3'984 ✓` of _� CHE KcJ__ Ut'y'� -- CITY _ ,r k 1258 7 DESCRIPTION D� REVISION DATE -•�-- APPROV ANDRE:V BARMAK/AN RCE