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HomeMy WebLinkAbout919. ■ I 13 G0-- - } < Yr3 f- 1 d r z 2 fCL_> i c ictF ct,5Cr a , X ISTING TOP OF 'ROCK CURB W' WtST t E Cr­-S7-eelr7 Sf.,-,s>r` j I t CONS/ FL/.r7 CL/,4`c & f.= 7'E f" f€' f' 67f, ?o3 t4e, ceC 4"G. Y C0A1,5'AC,:/Cf .V.0 JZ.0 gis Ile e vOW7 e MCT p�rlvE L �„s>.�o�1#A/ Ask AF� d 74) CP06 f ! aSTC7 • ,OE'/6`E .9 -.f Or4(f! /tet �F' cSSL? JCi S +y* 7 C'p.NiS T I�GCT PQCt" CUfL �L"f' LCL' 7i J6 G. t/ SXiL` / "t, L is XISTING ENTERS IN �� 0 CONSr/*vC/ C66reP DU7er/ rye SiC>. S` G V C i %/ - - ` Y �t - ✓ i 9 er✓,,A 7T,i1CT ./t"" Ckl�/ST�L/CT XOC4-/1/Wa vibe! OWAF 6T!/. Btc !�i'-Z47 (�'i� -.--." j ,� I `p/ ,e<" !/ 7A'.Sx�..;� �C lJt�t".FI-•'s)' (G IO' !:/�VJ �;!; 71#- '<�: y - . i j �(�' - ? ' t� 1 �'ST•�G! �" rs<^ /w T 0 k/21 10' fJ4 r 3�_ f d'S CY/ L' X S f✓G .4'. C 7l/s"<i•iEN f� t�F � E � C rpt 1#E LI tE &r' A45'70✓e_ E,�'/S711VC /R PEr/lJ!/f EX/SI/. ✓C FOC'! CUE'S t _ i . ��-MLwE cx/sr�nts C41- G GeI7 li E 4 t,2 .eE/`-rovE Gr`,rfsrf/v6 cc�✓I,PEr�- .�,4Gr _ -5/ [ �' n // - Eta .PEr�DVE EX.cs�'iNG cF/C/V / E= t' [ { tS. ,PE/yOVE E.0/ST//1/G CC�IJCC'E T� STI/f Lr l.S { CYo. JelreOfWTE E,CAS7/ 45 to 4W_W !' /°'04E - 0 Ear E % i e7 e �T e'/ TiN ! to leEIloew71 4Fx/sT/�✓s 4 U 4 e9 .noJUST FY/si//it0 GSs I�.4LvE T4 E'S- :Q I { ' ✓ i i , > t f ., . s a � ;_ .{ a. ..113$0 q �. AGz/U5T Wi97EJf, f/.9G11E' 7Z7 6.E'A,(lE_ Ej+° 3/ ADJUST- E.t'/S7'Ylt.� rEYE-�h o✓�/EM.s.�►.aHOGE• 7�2? C�Pr'.O� - .�` E� ►� W ! } � t � �--_ •� c s c a/oFw,9c,r �t•,r aro. �v/o 84 Oel-70VZF EXIST/N(LV1ZV_ iyGC of,$ NEEdEO < v S C 1 i ! . 3S CCNST,CUC SOE .9Ct STD. 304 L cY/O /APs I EXrc3'7/N9 ii 0D{ J i � J7 4ECOCATC EXiCST/f✓!a^ �' CNA/N !//1/.E' fE+NCE' � 6A7z" 7z'! y �f .-� ) ;'4 � f ;�•� `t r i i # 3l1. /^/cf'Ti9Lt 7VPE" "N" /`iiAiPA'E.P /L`'-iP b`TO. Id.3 EifP i/ - I / 3 NSTALG 9600 CUMe"N ST.PEEr C/G.vT E".4 , � / r r roe -'-r - � n�tc .�cc E J ET 4 ,r fA { < Z W Iz 5' cr0 t; S s R� Nv� • i i L COWSr IICT C&,Ce 6 G(1774Je ,SEP STO 303 ! 3 i i f i i d 4 0oAu;re&rr Cfeo66' GUTTEiP SPJ>iv4W.-e , e_ STO t�(.14 isi � { � t /NSTiILG I' i9.0 f391/E1-7ENT Ol/Et° 4" "S_- EXISTING "P OF � K ICURB! (or EASTi � � { , d a /7 ssw cur E.1#/STING I!.vv�HEwT / $ '1eO 6.f fi PE! Jbt/E E•Y/sr/IVs Ac ~kW_ME/V7 wo J f lO..PEMO VE ExiCST/N6 CleIOSS 9;1,/7;r j IfND staS/t d � r/ X/s7-/12CCU.P.B6 GUTTEP ` � ' i ' i d/ AD✓Uc$'T EKY/ST/illi 6. T. E H/➢/✓//UL E TO 6PAO.E f + } i { } f/ PEPiv/NT EX�tS T//✓6 Cf�SS N/�➢GC / L.S < Scale }_.. _ .i. ♦ ._ } ; i _.1 .. .� #. HV1`-46 ' - . 1� 40 i a f i 1 7 s r e ! s { {1 A 1 1 ! ! t s 1 4 i 1 Vert. , i ;. _ .;... .. .. ,._._-..:1-._-_•,i1#.. ...;...<....-,+-....,e..:,_..��_._es.:.,-._.................,. -. _,. ._:..: ..t_..,...,._:<.,...,.::,-...,..�.,...-....,.�.-..:/,. .......ti.<=_:._ ... ..,:�,,.-.<..-:,,....a..._...,.i.�....:<........s...:,...,..,............. ......�....�... ......<._.... A. ..-...,...e......_.♦...-.,...,.,.......s_....�i...-.._...,i�..-,.i._,k..<.!.•..-.... .... _..i .a...,._.�....�.i.m_.-> - .�...i..__...: �L 4 1 '.,.,A_......-_..,,.,,.......-......-.._...<...d._._.<..,_......._.._,.a..__...,._-....,.-s_. ._..... _.,.. _ .,. ._._.-<-,_.., .... .. ..__.. _ _ _._ .... ._. _.. _. ...._. _ 1 _. .. ,. _. _. 4 5 6 7 8 CONSTRUCTION NOTES " WMAL �14T _ -- ---- - ea' 1. ,All work shall be done in accordance with these plana, the City of Rancho Coca- s revcr 0 i9 ,amiye- '*'0_Tsc// " monga Standards and the Standard Specification for Public Works Construction - � sro. HrP,fo.e w) current edition. Contractor shall be familiar with and shall be responsible 7 Alf r,Pvcr ,POCK' cer,4W AWL- 4L-rOt cwCWMf-r INS 7., Ve OI/EPL.7Y /O. /O' ^11W)W) sCsrE i" Qo' for adherance to these Standards and Specifications. // «ie ' 2. All pipelines or substructures of any kind, telephone or power poles, water /r IMS7WC f-,*C/"j-er-P nrl- oveM i" Ce&SN,-,0 scc. du'SE / �cra�{ y meters, valves, fire hydrants, etc. shown or not shown on these plans within �, nr/r Ex/Jr/,mss Ac MYEME-NT . 11 ism-- - - - - =-- y ; . �. "'�cowr the right-of-way limits or in adjacent areas where improvement work is to be ,r ° q� G!c'R of woes:, done shall be removed, relocated or protected in place as required at no cost �l s" wiry/ s rrc+c . to the Cit of Rancho Cueamon a. grove- EXArr/.vts .et�cr cu�& y 8 ® � J. POt/R c,+R X ROCK CURB DETAIL 3. Any contractor performing work on this project shall familiarize himself with ,0.�cocr�rE EX1sr x E /Ms lw~e^O4 s1#ses /��' ..of' d"an• d%1# d%i' � � arra I.", /.fn' a/o' ata' ars' the site and shall be solely responsible for any damage to existing facilities �'--�E/yorF �7►'.tsr�,us re�E iiiiIoo=sosKs ' a ' - ' /V' resulting directly or indirectly from his operations, whether or not such 461#50 .V' /./&' 0.00, P. &T, 0. 'J � ��� � facilities are shown on those plans. �--'-c°' sree/er sc,e &rroit7w t s•:9 4. A permit shill be obtained from the City of Rancho Cucaiaanga Engineering be- o --/wad ssoa cur►ii�.v srtE�r partment prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. S. All grade stakes shall be set by the antractor or Engineer. Paving stakes shall be set at all hinge points, edge of pavement points within 0.01 foot of sub -grade elevation and at not more than SO foot intervals. Additional paving stakes may be required by City Engineer as needed at warped or vertical curve areas, 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. 7. Compaction tests of embankment construction, trench backfill, compacting original ground and all sub -grades shall be performed at no tit to the City of Ranch Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval prior to 'the placement of base materials and/or surfacing. ( SPECIAL MOTE REGARDING SUBSURFACE UTILMES: S. At the completion of paving, a materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to verify eta- All utilities shown on this plan have been taken from available bility oil content and Gradation of asphalt Paving. records. The contractor is responsible for contacting all utility 9. -Prior to installation of any paving, a materials report shall be submitted companies associated with the project for exact location of to the City Engineer. Listing all tests or determinations completed to their utilities prior to construction and providng full protection verify: sieve analysis and sand equivalent of aggregate base. of those utilities during construction whether those utilities 10. Paving shall be performed in accordance with R -Value and Pavement tests taken aro shown on these plans or not. to determine structural sections (prior to final plan approval). ` 11. When inprovemento are to be placed on native soil which consists of a rocky material, the sub -grade shall be prepared by removing all rocks which pro- trude above the sub -grade and all voids or depressions shall be filled with a fine grade material of an quality better then the native material. 12. If the asphalt concrete is to be placed on sub -grade, a soils sterilant .Pe ris♦ro M�,gNOE.e%vis/�j✓,�e y, Avo�o �./, /,� 16,WY61-7s4.*1# registered by the E.P.A. for use under C.C. and P.C.C. Oball be uniformly ® Sou7t/Pc•.CsIA.�E-� 6 C/P To e ��yc s_ a lied at the manufacturer's recommended rate for the full t width i ADDE/0 !o" 40 CAST I,e0A1 P/f'E Pp PaPm� OF P,POPE/QTy TO NOW711 (9I 34 prior to paving. 13. Estimate of quantities is provided by the Engineer bnly for the convenience DESCRIPTION OF REVISION DATE of the developer, the contractor shall make his own determination of con- struction quantities before submitting a bid. Any item of work recMired by CITY OF RANCHO CUCAMONGA these plans which is not specifically listed'in the estimate of quantities - shall be considered as included in the other. items of work. PLAN AND PROFILE 14. Street signs per City of Rancho Cucamonga Standard Members 401 and 402 shall be constructed at each intersection. ETIWANDA AVENUE 13. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during.constructi6n. Upon request the required plan revisions shall,,be promptly submitted to the FRt �'Q. 2♦8�j,� i TQ STA. '%#2j City Engineer for approval. , 16. Work site and exterior streets shall be in a nett, clean, hazard free, CUP NaL 84-09 orderly state, throughout construction. Bits shall be cleaned upon request of the inspector. APPROVED BY DATE E 17 Rnntwrt all' utility Comoaniss ma too ui t, 46 1l4na priort# excavation. CITY ENGINEER CE 23889 11 TI. -8 R-67 J MAP ESIGNED BY; v RECOMMEN D BY, VERMH, GUERRA A ASSOCIATES, Inc. 13ob S. •�- Jerry CLva MGMEERS C DRAWN BY 134 RAST "F" :TREET NUITE 12 SHEE1 ONTA100, CALL!'. 017" 714) 903-27" - ' yr 3 HECKED BYE DRAWING No. 1 CIt , 8 e ° E Rrt "w. ins 919 84-002 T BENCHMARK EE/tiC9�fMil.F.0 /1%! irp - 'T TyE �t/. E. CO.P/VE.P OF ETib✓A/V0.9 .!//ENUE d Y'1C7�7•P//1 ST. si • c /n LTi uia iif /'. �� iT.r� i ii t /A 'Js.//A '41 �IZ ti�t 5 zI 1\ 9' �Ai 1&)b `' - I ,�t MW II - h � 'V ��, �' R!w � h _ gb , - --- \� ; �— V M •) EXIST. i L; --- - — 3 — �—� {'�`r_t /� I ';Z + e ♦ TELE. +J E + * f �� \ `•. } C F.F. =56.1 /2 3 1 s G - `f — - G — —J V w 2 _� T - __ f, --- ---- T _ - o T - - - -- — - -- - `L- —� - - - - 7_�mL__7K� - -T�— T.'T>-'' ----as t a 2" �TEGT //t/ AGrCE�_� _ _ 2 G '2<. __ _, w 6 Z O W —y/6 0 m I. t _ EXIST 6" WATER LINE (ASANOONED) — 14 �B 1.5 I SEE OE Ti l/C "A " V 30 i 19 /e 0 21 2 2-4 -- 61 r4 9004b b EXIST. E.P. 3"W EXIST. 10" WATER LINE —3" W 3" IN 3" —W 3" W 3" W �► _ 3 I/t" W— VICTORIA s I/i" w I� I/2.' W AVENUE w s I/z" s 1/2" w � ��" w • EXIST. 3" 411111111t LINE' EXIST. 11 1/2" WATER LINE (ASARMNEO) VICTORIA AVENUE TYPICAL SECTION FROM STA. 12+80 TO STA. 13+40 T.I.=6 R-67 I I I f' IrLOhvG//VF ETAIL *A* TYPICAL DRIVEWAY C=ONSTRUCTION DETAIL N7S. I SECTION A A 3C0MS 7eVCT AC. QE,PP�i 7 P r.TTQ 4o--mvsr.PUCT CAS's BUTTER sr cSAvA10 m -L G evAlST.PUCT ael t'_" APAPOAC// AR SM clOs /wI p- 89 Bo-- emus .1'f/CT cove y✓• Z 9 r0,oVST,PI/CT cST/I/.PS I✓/TH iP PS •6•, /o COA/cS7xUCT S[OGe' AETi9i/✓iA/6 #wnr Pte' STD. Sit//V" r67J IMS'774LL AC OYE.PI,*Y (O. /O / M//V) /Z /Nd'Ti�LL I` ACWP'EMEA/T Ok x.1' mill" SAfSE /A/STALL N+w/ ^71pl ew_ww mer STD. ooev // AVS7T1!L TYPE "L " ^7o f►."zr PEtw STD. 4vy & 4t7 v WOG /A/SXVZZ- TYAE "6"'-A7*PY£R? PER STD 410b /!s RE.ai9/AST EXAS7_/A/6 %S'Mom AHEAD " AA✓EM6A/T /'iAA'r/M9 /7 SAW CUT EX/ST/.VG A/1!/E/"!Ci✓T o--Ale,017OdE EXiSTiNG AC .94✓E�9ern/T Ln COVE EX/sT/A/C ewojS CU7'1F.P 6tr►>✓O. L ri REMOVE EXAS7iA/6 Mee & SUTTEXZ 22 pEMOVE EX/ST/N6 COA/CPETE # Wee - L3 ilEMOVE EX/ST//VG �f/6/✓ —,lEMOi/E a AL;1drACE" EXAMA/B SN,rrJ,ST ZS PEMOVF EX/ST//t/G CD/VC,PET£ s74/05 P6 �P6LC71CA7E EX/ST/NG UT/Z/TY roCC 27 RELOCATE EX/dT/AV cMAI o--Ie,EcocATE �xis7rA/� / sA�c,00x � L9 --- ADJUST EX.CS'T/A/G GAS V*Z VE 727 GE/1dE vv IfOJUST H+117£W ✓AG ✓E 727 &e,IOE A00UST CrAf r/A/6 IC TE. /`7AA/s/0CE 7V 6RHDE —,BEMOI'P' L"CA_r7 Vi9 7XEE Q GONSTi�lJCT ,$'/QEl✓.9Lrt' PE•R S7''� SIO --�MOdE EX/ST/A/6 S/Q�l�?11.t AkS /VEEbEl7 f/ A'FPA/NT EX/ST. M%Td weft , '1 r CITY OF RANCHO CUCAMONGA PLAN AND PROFILE VICTORIA AVENUE FROM 26S EAST OF ETIWANDA AVENUE TO 1365'} Nr-r"rAvvL_U U1. CITY ENGINEER DESIGNED BYt - DERBISH, GUERRA & ASSOCIATES, Inc JeSTy CIVIL ENGINEERS vr�� — R.C.E. 23889 RECOMMEN ED BY: DRAWN BY: 124 EAST "F" STREFT SUITE 12 f HEET ONTARIO, CALIF. 91764 / (714) 983-2739 Jerry CHECKED BY: City Date — G OF_ AIA~ DRAWING No. R.C.E. No. 29224 919 k1� 0 ' - /Ad T --f. O � I W �- A `.Xlnl,e� I DR/YE AiJ�iQOAQIy M.p S. WIAC � � � �n(67.45 fv 3 b^ 9 3.00 _ re 17.5.5 C c RB'4 v, N , �`.6 8 c e�. p N Cuda Gi4lrA ��7Jv) `l - - — i! �� —� • 4.7/' r= 3.00 6- , 1 L 60,o /(PVj • _ IIS _ I I v � e 0 • I q / L� os '4720o4:7 e,I& e9 z7AM "gem.) ,Q = _4:57. oo d = --- L '7. 85" T= 5. OD' ,r4YE�C/UE �'LAit/ SCALE' CorvSr.�Ucriov wor�'S - QU,gwrrTy G�"Sr/icilAr"E - ( TN /S S �/EE'T Qit/G Y J �� /�-CO�t/$TiPf/CT Q" CU.PB !` Gwr'UT7"6�P �E�P STO 303 8 / GF (2 }--�—/NSTAGG i ""fi�C �Y�R � C•�7i.B. �2 __, 15F SCC Min . SAJa/CUT AS NOTEp �.QEMOYE le -X . .9.C. J44 SF G�-/PGrMciYE EX CURB��iU7-7e�.� ,� GF O-.PE-i�O YF EX OCC OA. ,�S SIC- W-,!7:3 Fw-,!73 -ivar R TNAFOUC„N .STiPEET " .S/4N 2 EA i VIA u -- 'Po ._ D l�9• ,,iM u � N/M. z r -c /. 2 �� T lol.Zly J C v�.v Q�pFESSIUN O E. 9l Ne. 29224 �? C tV l �� p ,'��lJ. •. I 00 SEE SHEET 1OF 3 FOR GENERAL NOTES