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2S ' 25 ' 5 d.5'3I o ' 1 GENERAL NOTES O0 Fr �4,�G' .TOINT o� Q�• JOINT �O ��4' FT• exlsr.Coni[."v"DIT�U_ Ly o ?° 1 . All HVork shall be done in accordance with these plans, the City of noTecr / / - 2/= �i Rancho Cucamonga Standards and the Standard Specifications for CONST. C. 6. a;e.. 'oa_ CO NST. 6"C.4G. Public �A'orks Construction - current edition. Contractor shalt be PSR STO.ib 303 CP5K STP. 4*303 familiar with and shalt be responsible for adherance to these 01 !Z" / Standards and Scecifications. ,EK(ST. F(NISN SURfx;; �o�'G�rj �b� ��96 CONST. A.C. PAN/EMENT PeR, T•I•=S.O -- - -- �- — Q>e �. GENER+�L Noj;r 5 50' R.O.W. R 41 2. All pipelines or substructures of any kind, teleohone or Dower roles, , ••8"NOLilkAl. SIZE ROCK `r'`� (-'I C,4L �E CTION water meters, valves, fire hydrants, etc. shown or not shown on a these Glans within the right-of-way limits or in, adiacent areas , GRoo rEco I N PL-Acr, V SCAI.e : NORIZ. '. i' 6s3E'�VSRT.'. NON where improvement, work is to., be done shall be removed,, relocated or protected in Glace as required at no cost to the City of Rancho Cucamonga, p/'r'ov to nny p.Avlr~g opera-lien, ago U1 3 RIP RAP DETAIL 3 N _ 1�� 3. Any contractor performing work on this oroiect shalt Familiarize �. ' w 12'� >;X18T• PAVING TRIM TO himself with the site and shall be solely responsible for any damage Ow N�Aj EDfal: � to existing facilities resulting directly or indirectly From his ore rations, N u C IvT,�4 l 0.'10'.4 C i,iP I/q,'r PT. whether or not such facilities are shown on these plans. X00 0 -`'T) to cp _ ° 4. A permit shall• be obtained from the City of Rancho Cuoamor79a 1 a 9 CONST. 13"C,g,G. PER STD.�303 Engineering Department prior to any enroachment or construction CONST. A.C. PAVEMENT i with City of Rancho Cucamonga easement or right-of-way. � +1 (SEE CaENERAL NOTE j) ..I , 5. The structural sections shown are minimum. At the comoletion of s � BANYAN STP`EET' rough grading, soils tests, including "R" values, shall be taken and c�` M T I a?0 a material report shall be prepared by a qualified soils engineer. R W I The report shall contain a proposed, structural seption and sh ll be Ra �6y� _+� R 41 submitted to the City ,, ngineer for his review and evaluation. GRADE To DRAW ��i,3. I LIr,E Approval will be given when all structural section requirements have Exlsjl NG FLoW 8 been met.-r orad Sc Wi( N ! a secflo� of Less fha.r< 0.75' oti n4EiUe � S41 be app .• .►• . , , t S. All sewer, water, electric,, gas, phone or other utility laterals, mains, ra°� } -- — F or crossings shall be constructed ortor to paving. CID e, REMOVE: EXIST.241' it W 7. Compaction tests of embankment construe t pn,,77— trench backfill, com- oEMr,(29cF:) OD T _ pacting original ground "and all sub-grades shall be perforrr,2d at no A- RIP-RAP DErAit t� cost to the City of Rancho Cucamonga. A written. reL\ort .A,ith these �r ANo � prtorato{the placement submitted t ofbase�mateot:� ls and/or or arrroval surfacing, STfiEET , DRAINAGE DETAIL 8. At the completion of paving, a materials report shall be submitted to NO SCAM: the City Engineer. Listing all tests or determinations completed. to verify: sfabil,ity oil coNfent aid gradgfjor`, o-f -tisphctti� p��(n�j 9. When asphalt concrete is placed on native soil which consists of a IS N T ( I /Q rocky material. The sub-grade shall be orepared by removing all QU TY ESTIMATE 1 rocks wP,tch protrude above the sub-grade and all voids or deores- , ITEM stons shall be filled with a fine grade material of a quantity better D�SCI�IPTION �n No. native so;t �otm_l t r�3.,,,,o�(�h�t�at�s act�ibtw of �pCifyF q rleer. • I CONST. A.C.PAVEMENT PER T`(P(CAL ,*ECTION AND GEN. NOTE 5 23,415 S.F 10. City approval of clans dons not relieve the de\/eloper from ,resoon- 2 CONST 8" CUK6 AND GUTTEK PER STD. PLAN NO. 303 429 LF. sibility for the correction of error and omission discovered during I 3 CONST. G" CURB AND GUTTER PER STD. PLAN N0.303 CMS IOIg LF promptly L(pon request the required plan revisions shalt be promptly submitted to the City Engineer for approval . .. i 4 CONST. P.C.C. CF, 55 GUTTh(Z PER STD. PLAN N0. 308 831 9.F. �7 CONSL• TRANSITION -PER STD. PLAN NO. 4oc� 2- Eq 11 . Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall 'be cleaned 6 CONST. WA-C. DIKE PER STD. PLAN NO. 313 o L.F. � ST. A O S.f 1 prior to �a�iM1q a rnctterIals reporf shall be, submi4e'd to +ke 7 CON o. 1 d A..c, CAP 4 71 1J Citj all -felts or 8 IhI�TALL $T"tZ�ET LIC,�lTS 5 E4. W cdVAPlefe,d to verify: R.- vedue� s(eve arkalvisr and 00LAA 9 60KST. (P 11 F .G. ➢RIVE P,?FK0AGH. PEKCiTR 3051 w= l Z �� =3' Z EA e9�Ivale►lf- of aggregate base rriaf�r�ct(. /0 8T'RIrE.T G' -5r0p AGNS _.PER 5-rD. 4.01,�A 402 5 �, C � � WILSON AVENUE w _ tiC 1•- . N ' 2 2 TRACT NO. TRACT N0. W 9399 4398 Z 4 U TRACT NO. 94 _. Y CITY Of RANCHO CUCAMONGA W — az i z r APnRoVI✓b LLC>I/p 4AU1b , CI �NGIN1r�li;-, �Q TRAFFIC INDEX SCM EDUI.._E i5ANYIsAN STREET SAFETY RESPONSIBILITY: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF VINEYARD AVENUE 5.0 CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT TH13 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND DAN`IAN STREET 7.0 HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL VICINITY AND INDEX MAP OR ALLEGED, IN CONNECTION WITH TME PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR E=YlStot�tS FOR. CITY Gc�niSTRVGTIdN STP.NbAR.vS ay: SCALE: I"= Goo' dJ. IVI. WILSON -CIVIL ENGINEER THE ENGINEER. 397 NORTH SECOND AVENUE •UPLAND,CA 91788 017141965-26E35 EXISTING UNDERGROUND STRUCTURES: THE EXISTENCE AND LOCATION OF ANY UNDER- y-� o-�--- Kea c GROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOW- LEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR 13 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ]IN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY �/I��A/Zf1� l�Y' FIELD BOOK REF COUNTY OF SAN BERNAROINO 7�-/2o THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. rs �f /�,� p /� TITLESHEET THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE I�«��Apr�/Q1�S //'�' ROAD DEPARTMENT UNDERGROUND UTILITY PIPES, CONDUITS, STRUCTURES SHO'NN OR NOT SHOWN ON 115 W 94arl .I'l. .Pl//l?lyv . THESE DRAWINGS. --- DESIGNED iY DRAWN Br ' CMECI(ED BY APPROVED BY C'D1tAC'A. 92GZG 9.15. c.E_.M. 11.L:,W. �� /,,n _/ O , ,;�,��, TRACT NO. 900 NO. , j/04aZ GU�¢�.� lJ� 71/77 /, - SulMIttED 91 _! + ' tDE ASSTCOUNTYENGR ROADS DATE g ANYAN STREET r 1 �,�/Q�Q � � i� "t ���•�-- ?�/7 �. __._ __ _� RECOMh1EN0ED/ADDROVEC 8Y `AND f ODYD L. E ZZ /9 42 D,4ll 1.--�. _ _ $ ____ _ R��, C�t.R�.iS To G,T�! STAS 51 g3 S•Z't•"1-t ��r/U L ��U�/v ��'�liw� ���E. MAF2K _ REVISIONS APPFt d TE ASST ROAD COMMISSIONER-EtIGN. DATE" CouNTr ENGINEER �IN�YAD AV E N UE f Ot t C-) gO.gil V.C. on curb 48.31' m , P I=I?08.31` on curb 41.20 .31 ' Ib P4 r 977/ on curb on curb >,11 P- 0 8 p _ S � o �g� o � , 1710 i I I Q/7 Rt/l', Q Nto Y F h ley } ,f/ I " roc? cN Q �k ;TOP OF �P�CUPROFILIr Ly-70 :(�\� 40 IPS W/© T- {� too q 4a ct� a ,a otic th i °,¢ 5/4 °!4 '/4 - y 0 TOP 0? NORTH CURt'3 � 017Ztri r , i �+ o of �4 cA � 3 °/4 a�4 / t ,� o N. ' 1C.8 oma ° 14 14 a : 4 s 7 e9 - yy\ goo 'vc 4 - I i ! ` 0.0 O � f - ' - I _. Of I � � '7 �v �Q �V � V • („' ? , PI91.Is t-� N a w M I� M av �ti TOP OF NO1�Tk CURB.Z "�' M o I _ o PCO t^lLE- V� ( , I La u. a0 _ EXNgTINCa NA��TU R AE. O `9 -1 O p N GROUN D cr r 2Y - O t) Q � N - � �.. °a A,. qv ' 00 O O' Vfll/ Qom_ Q � `I �` } 1 i d' ' T CQ ; Pb9 o �6°t 1710 1 o °- EXkSTING FINISH ; SUt�Fa4C Y fp8� • ' I y . _ a;. _ , ¢2.92 � �_ � � � I "• , °/4 Q/4 1/4 rl-0 r7 TOP OF CUK5 PROFII;E y t �o a o ? o �t Cb a '� @ 1�' E/O 3oro v Q g8 �8 9 A ;. �' f _ I IUEN�ICdC �, ¢'� �-1.20' 4-9. t' w . 0 orl curb on curb � .: GC7� r Z 49 w t R 0.511 V.C. On curb 4-4.3 t . L: � tV r - ' P•I 1706. 31 on curb 1 , I PROF ILE SCALA 4 r I ; F { H091ZONT�L.. I�'=40' ; ! . vE�TIC,dl 1�� 4-' t - O 1 2 3 4 � � q. 5 6 ? 8 CONST KUCT ON N OTE<3 Qi CONSTRUCT A.C. PAVEMENT pER, -nF>ICAL SECTION (SEE GEN. NOTES) 2 CONSTRUCT blf CURD 4r CzUTTER PER STD. PLA.N4 303 3 CONSTRUCT & CURB 4, GUTTED Mg, STD. PLAN 3©9 CMob) 4 CONSTRUCT 08055 GOTTEK PER STD. PLAN * 3a8 ! CONSTRUCT T P A N S I-rI O NV PER STD. PLAN # 4�Co pi (o CONSTRUCT 43'' A.C. DIKE PER STD. PLAN3I3 A 7 CONSTRUCT o-lo , !� cD.Q WE® 8 110TALL 5TKE-&T-. LlGkT _ VINEYAKO LWENUE +- GaN5Tl;W6T (p" I'G.G• VRWf, ).pPROAa4 f'EK 0rti 3061 Itx�3' SCALE � 111 40' SEE TO LEFT � SCd.LI 1"3 40' t0 INS-TALL STREET" STOR SIGNS PLR STD 401 � 40Z ST —tr— r\ _r' z > DANYAN RE ET0100 c3EE TO RIGHT F- r`� / �� 2 255 2S' a A to a T' r _ -� T" ld Cv� Z �1 rI i. �� J U r ° + -r i , v ./ Q F l 18 I 7 ri �,/. Q cc �i3 3 r- v� Q # �W �2 V U, 22' I i' 2 it 9 _ �9 � Cj�19 _i CL t- cfl IN `9 UJISOS Q v7 a cc �I � li $ �, wD- CUR6 CURVE t7ATA* N RN' CU E5 CURVE VATA• � > l•_ � oC CURS CURVE DATA� ,O o zu: ° I 0 ,Q cel I b'90°12'08 c\; a= 9°4.7'52" kn °L 4S7 0 0 5 + C' I I r �' ±' R 27' L�1 �,U O r 1 Z UJ Z ��4I.2o� `�2,//� �; 0 Nd L= 42.5/' h �9 R' 2?` +1 O _z Q I T} 2I.�i4 \ �1 I ' d Uu. T- 27./D' L= 42.3C' i7 \\ Ws�L Ip _ _ _ T"= ?6.90" , � 7 04 a4.93' io5.o0' I05.00, 62.52 8 - ¢ o \� t- tCoor 0759 p. + �G2� lt` gyp"C.F. 8 lGg5.4o - rff�- �N �i I 6 C.F, 4 ,�O , 1�9 .38T•C. I All 2 /G9/.59 B� S�q ( �a y�T 2 N 7 84.95 T.C. ` �v '/69Q. 84 r g _ --+-- a � � 8 c•F, `� d1 N a� g C,F, I � /�I. 4j � Ll` ap ' SXIST NGtif L._ Com" f/i iii As it iii di PAVEM NT iii iv /ice ij! !� N !(e I 39 �„ c. 09F� 85.07' 105 00� l0r7.00' 62.69 3 �' . 6•%, N CURES C•uRVE DA"jA: _ CUR&OjKyE d4.TA: // iN 2G2°49'10" Q°41°2435" C) ??� I-'43.oo' St 57. d-0 bbMN \N r7TK5F.Ts K= S-7.o o' U Q�, 5 2.4�O L'I q`l. 24` L-4� 2O, Ot00.00 VINEYp,Rt7 AVE T- 21. 54' _ 4. BAN ) AN STREET 22' I I► o a0 + J.M WIL80N, CIVIL• FIVC�IIVEER _ hEE TO RIGHT VINEYARD AVENUE 397 NORTH 8ECONO AVENUE UPLAND,CA 91766 01714198-5-2e85 BANYAN STREET E PREPARED may. FIELD g00K_ REF COUNTY. OF SAN .BERNARDINO WAL05N A%0UNTES NC. -ROAD DEPARTMENT T RA�T NO. 9x400 ��. ►2g ff; ' ROAD NO. E bAKEFZ STREET SUIT1 I50 DESIGNED rr DJUWM By CHECKED By, _PLAN AND PP`OFILS F=OP% COSTIS, MESAlCALIF. I R•�. dFM. Dt-W APPROVED (3y p ONE 1141 X4-9 -- ���-9 r e_ 4NYAN CJTR EET` FIi.� No. C 31 ;Vdv. C6.2�n.,iQodii �v 2�`" 3/8¢ suer�ITTED ,er� cDE FROM 13 9! W10 55RYL �3T.T0' 91' W/O RYf' T 7 1 AS COUNTY E N� S DATE C .3 P oFt�.E -VIrtEYDtzD 1�84r REgGIiaIIENOED/APPRO EG BIf I E' �f �l�R/ AVEN �+ G t -,-ter - Y r D l L. WALE ASST. R A AN 7. I , N`{ ST ~ I1V D D NI R.C.E. 194D2 ATE MARK REVISaON APPR BATE o o tc !IJ S10NER-EN6 DATE G NEER QA. FEZO M `{D:t�Y 'S T', TO 4►"t ° N O,8 AN! SHEET o!. 24X36PRINTED .__.-_...r*..,.....>.-.-. ... e -_.. - _ „ - -ss- atm ^- -•,e , „ _ _ r..- , — _ .. s.- ...._ ,•.. . ."'..rY_x'.. 5. :__p-' _ .. -. -.al'S:A':— -"3. -r.•.•`ri-i'f ' .. 11 I , 11 � - - . - I _-_,�,.__ _____� _ .- , - I 11 I I -I I �, I I. � I . � -, - , .I -1.Ir� "f -, - - I, �_ 5 L,�1,- :% . 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