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Sas ..} ' 11 -- - 1111. 1111 I __ ... .; ---- - --t i t , i , , ., i y-... .�. ..;.- -Y--- ..I.. ...T.-.--_ -1_$111 ; ..' ._-i----'t-..-.-_i 1111 .-. ... _ .. i i , 1 i { _ .. .. 1111_. } fi ; t} $ I I t { I # t ► - 1...1.11 ........ .- - --�--- .-... 1111.. ...:... ..........: _...-- '--}--- --__ .......I .,........ 1111 .._.- - --- ---_ .-.. t I t... ; } - - -- 2 t -_. i , -- , - s # .. . ... 1111.._ -_ _. ..._._.l..__. ... 1111 .._ 1111 .., -.. 'i i .t. ' ; t -- -- _. ... - - T .. ,. _ r E 1 2 3 f , I . _ _. - } i i �._ -.. _-. _1111. �_ tt -� I # i : I I i i a I i i }, + O ✓ jj} 0' # + +- ; ± _ y i ; t f i 1 1 ` 1 ' } n I i .. _ ' i` :,_,_,,,,,,,.,3_,_..,,_,,,�.�.__i t • i I - , _� -- ------- ._ _ �_ _.__.,_ .. --___.- ___ L___�_ _ s_--__ J___ - J7 f . GENERAL MOTES -, ' - . . r--._ -. __- _ _ / 10 p/a �' II 12 13 14 15 1. All work shall be all) accordance with these plan , the City of Rancho 11. Compaction tests of embankment construction, trench kaWill. CM, ectinp- ' - ' Cucamonga Standards and the Standard Specifications or Public Works Const- original ground and all sub-grades shall be perforce at bo Cost to the City ruction - current edition. Contractor shall be familiar with and shall be of Rancho Cucamonga. A written report with these Compaction tests shall to , w - C . responsible for adherence to these Standards and Specifications. submitted to the City Engineer, for approval Prior ato the placLtnent Cf Anse � j - materials and/or surfacing. ' It 11.y All pipelines or.substructures of any kind, telephone ar power poles, water '` F I \� h meter:, valves, fire hydrants, etc. sham or mets on these plans within 13. At the completion of OarinD, t materials report shall ljtt ip ioitttd to ! '`I 4 ,A1 the righthall be limits Or to adjcased or areas where 1place as r work d to City Engineer. listing all tests Or deteminations ep�gpteted tp verify: "' , 0 `C 1:_�� 10, 11:�� be Qone hall be removed relocated or protected in place as required at no Q 0 0 cost to pe Cly of Ranc�io CucaeanE 11ga. U t-Value, sieve analysis and Land equivalent of sprepate bast. , ;\ g- U i b 'C N h k .It b S. the responsibility of adjusting manhole or valve Covers, paring repair and (b) StaDili y. oil content and sieve analysis of asphalt"surfacing. % .� � I , U . Pavia replacemen in Connection with Sever and water, as phone, electric V y � 0 Z \ o o c , or other utility ane Installations will be the responsIbiiity of the owner, /i• When!s It concrete Is Placed on native soil which Cor inti'of t rocky` I I C b Z • 0 s7 and shall be accomplished In tomlpliance with appurtenant Ordinances and material. The sub-grade shalt be prepared removin ;11 hocks Mich protrude J k Ql Standards. ppyy 9 Q, 1 i , o % C y c Q � ti„ 4 C above the tub-grade and all voids or depressions tihall pe fiil4�With s�ir►q i, ,�'. � grade anterial of a quality better then the native aaterial Q ° p `K h .0 � � o u v V C S. d•r Arly contractor performing work on this pro,}ect shall famillariZe himself with a � ,,� eg CCI) 0 00 � �� � ,� � % ti I.Q Vu i' k � t Q i. � the site and shall be solely responsible for any damage to existing facial- ?S. If Lhe asphalt tontrr�eto !s to be plactdon sub-grade„ /1 soils iterilant ; C V � , % v .� y , Q C 3 tits resulting directly or Indirect'l from his Operations, whether or not registered by the E.P.A. for us under A.t. and P.t.t. shall AW.4iniforely VIk E such facilities are shown on these pans. applied at the manufacturer'r recommended rate for the full.pavement Width II h ,^ o ,,� C `3� � '� 0 �U � I � I ,� �` � � o Prior to paring. y\ � I -C n Q 6•. Shading on street plans ilndicate A.C. Pavement, determined by structural O y section, to be instellt4, 16. fstineteof quantities is proviped 1y the Engineer only for the Sonvtnience � � o� � I � � � n f + � o, � V of the developer, the contractor shall make bis own determination of Cont / , :' O Z14 5. A permit shall be obtained from the Ct>vr of Rancho {:ucamonpa Engineering ruction quantities before submitting a bid. Any item Or wgric tylquired i - L. / z 0� \ 0 I -�� % i Department easemPriorent to any encroachment or construction with sty of Ranchp the;e plans which is not specifitgll listed in the tstivatt,bf QuantatL1k '" _ _ _ �/� i Cucamonga casement or right-Of-way. Shall be considered as Inclluded in other items or work, _ L - - - - - - - - - -3100,00'- - .. . '►' ir. All required stakes shall be set by the private Engineer. U.' Contractor Shall notify San iaDriel Valley]luniciPel (later piltrici,.ilr 7 // I I I , i Bob Stallings at (ti3) gbg-2718. foray-eight jib) bo►trs beIFoa t9cmenc� 9,� \ li Iy ✓&A, Jif u-5 m I B. A11 Curb and gutter. whare grade is less than O.40isshali.be staked with a' construction do Bose tine Road. / ►-o I offsets at 11.5' Intervals. place S/a" dowel pins at all expansion 3oislis.' 18. Ci i t "�_ lr/_ _ _I I ^� I I - Wk's-�Jojusf fograde ty approval +does sat include water"or sewer-AysiCn!!nd �stinatd+of 4 anti it# c -- v✓8^ -- -- g. The stru4igr�1 sections Show are minimum, At the appletion Of rough`griding, „e , . 1� , I m 7n7 �- �- �� I is te3it, Including 'Al values, shall be taken and s material t shal l 19. Strait loarkers per City sof Rancho Cucamonga $Ur4ard %6462rs ii0l:rtnd+{� ga l l F� \ @ be prepared by a qualified Soils engineer. The report shall contain a pro- be constructed at tach intersection. "L J I _ - -S8 _ _ posed structural section and shall be submitted to the City Engin r-for his ... ,. . . ,,,, , � , ; _ _ 1 -� - �e revilw ind !valuation. Approval will be given when all structural section 20• City approval of plans dots not reliive+the'developer from Ve;pon;ibiII� � Zs' - rsQuirsmen=s Aare been met, for the correction Of error and omissipp giscovered dur, r.Mtruc ion. �p�n ^ J, � request, the required Plan revisions shall be promptly submitted,to the icy° `�' ,4 g.X411 CA°� I�� PIS L=23 L.F +5 �� I ENTER a 1 1 AVENUE ,, ,,, 10, Sub-grade stakes,'driven to the pavement sub-grade elevation shall be set Engineer /or:approval 01 Z u'., �risf curb / b p ,; ' • s=0.0+30 -� _ uffer 11_ ' �rk� 4y t e Contactor or Engineer. the stakes Shall be its!t a l bin"points, - I �- -T- � �_ �) - - -j edge of Pavement points within O.Ot toot of sub-grade elevation and it not t►• Work site and ticLerior street shall be in i seat, clean. Imtird fee, orderly ' \ erw/ o, �/ ��\ I/ , %ore than 60 foot intervals. Additional stakes easy be needed at warped or state, throughout construction. Site ;mal) be Cleaned request of the.` ' �� / X X X - - vertical terve areas. sub-grade stakes shall be In Place grapy to Paving to inspector. i �� i9' ��1� I i ® 11 o I' ; s \� permit spot checking of sub-grade by inspection personnel. 1 '. ' . ' I I h' A L� \ li, All sewer, water, electric, gas, phone or other utility laterals, mains, or _` :' •• - 'PVC, D 1 i I I / L 1I �/� crossings shall be constructed prior to paring. 1' r `- 1 -- • 4 X14 CAST IRC -] (2) 4 BAK', 24 -1 (Zi #q•gMRS 24"- h �' � , ` � - . • , }� �� 'PIPE Loije--i Cr1� LOr14 avPz- �` , 'v' I I- I i Ori I, ' `--' 3 OP.Aril.1 F DRAfhJ a' l,• � . . . --- - -_ I �414 � �t 4t. 93 �. '12` i CIG u �' , 12 � u Cry'ec I /s t ® ��ud R O/!5✓ In bs� /4 �oDach�S Gr/d iu I!, �a� ` ' a°xl�"e.l. PIe �. . - -- o It �� I, De�ete 5t/e�Trtes e-r' O Env 19/V 7/!0%/0 lI �3 S O I t , N ITS 4.23 -R 9t. 1.1%..% 1. I I I V 1/Z' a •' ! 1' • : 1 I , � 30 ADDEo STREET ivzes Fr;R flR 8Co-S7 lZ T5. �_g�� . r ��� 395 - 5GTtorJ 'P,-a' • ' . . ., ' �, 7�h 111 _ ` �� �� No Tr-- .o Q ADD CURB OUTLET PER STND. $-�3-59ap,/ ® _ 1 1 1 1 I BY GrARY MITC.HELLtASSC--. 8/1(o/89 - L0eATEi7 6XiSTIkicT GvRO eglulTOVZ,ST,LICT41'r DR46S j _� _, _ 1 om_ - , , _ ._ 41 APOOC' STr L144T Gee iw 8-1-2.1 &1, ,gy ti,,4EU.J��'• 10-18-88 .� © 511zf .T 'T1�E LE�CcEND ail �,� Contractor agrees that he shall assume sole and complete responsibility for job " Isite conditions during the course of construction of this Project, including safety of all el-r-r persons and property; that this requirement shall apply c9ntinuously and nbt be lim- c-fP�-ids G>�Y SiZE GOtJ5Tt2VGTlo1J i.IDTES C - p�'S�RIP`fiot�l of RL�l�ion� i�a� gPPRJC� Red to normal working hours; and that the Contractor shall defend, indemnify and $� o . hold the Owner and the En ineer harmless from any and all liability, real or alleged, RNuS �>uC-Ero► �'FleiC�►hl su�'r' 5 '5- C- © STQEST 1,04AT C58ov LVH.) -ro 6E t►JgTAU.6p 13,( S.G,r. I > C002VtAJATED A1JD PAW � 151 CA1,iP0JZJ%A 015 g ► M � CITY OF RANCHO CUCAMONGA in connection with the performance of work on this Project, excepting for liability I arising from the sole negligence of the Owner or the Engineer. ci13S GEi,TFR RPoJGi�v Cve.Po-totJC�A. 80' 11 �.• ��-Mmrr_-rRZ.: NoT�s � X,yp 5' 407 40 ' Strep rmlorovd'meta1�' PAR i'! ESUMATE OF 011MRrIES , 1. AS.L.l.. Zi TfZEET 'r I-n4 Ate E To g� P�.,4c w IN /8 ?z �� /8 W% gide CENTER AVENUE I rem �MIMON Ql/. NrI UN/T RMAR - w►-M Ste. mob, 8�h s k //' //' I r /. PC,C. Curb e `041; J el' C8"C.F.) S G.F. er S� 302 Z. 4u- STR.EE.T --���2�ES g►�A L,L� P.aE. ST4Kf..� At.ID q' � P QLANTfl DIGCO2DIN� TG GfrY 4rt/k1JDr4R-D bOrpA Q �, �, Q 1 Ali �'7f/i �S'�/t'f'f I Z. 0,30' A.C. /ga✓ement 350 S.F, See G'ener alt o. - OF- &O5e, AS pQ xIMITS{ -rp HARVScA �` Q a/ Al e Al P p►C,-rA PP,5 , r�O p� ` V) 7A S� �I grits /2'�0 /8,5 :t J S , k � Sawcu/ Kist ® . ► v D.R. 8/..Z o`" O. /O' A.C. Ravemen� Over/a 7000 S.F. �, s/.e ,"/ ,4,c. Zoo If e A,C. /�ve.menf A'efnova/ /BO S.F. s �,_, t ;, ,,,•,: �---- leve/ line ,QPPROYED BY I • I s , �! 6 9A L- i1 a PE1Z. THE fZi:-Of NMe.,W 0A-n 0f4SR o F C * - oa le -Z- Z f 5. • Under V/de dra%n 7' e II' u/=Z 2 Ea, Re,-- Sfd. S07',6 N T , -- CITY ENG/NEER &"I A��_ RC,E• e-4S89 P A612-ONOMIG. SOIL-S IZ-r FURu►SHE(� TO Insfa//O./0 A.C, over/a y, {Pdfherto : 6, Drive A roach Wd-30', iP-7' 290 S.F, r W, ;3p6 -THE CITY IN5FZCT0R_ . � �fti S/ Cons( sidewa/K , S In9fa//0,30 A•C, avPinc°nt DES/GN LandmarK Consu/fanfs Per 9fo!No, .�'/D Cors curb� utfer �' Recommended. Z Adjust wafer Ya/ve ?", rade 2 Ea. W=5) asshown •9 on c6,--R,:9,^led nafura/mafer:a/. 4• No SvZE-7r -Fzr- �iAL.L. $t vw✓ TEc> per Ste', Vo. SOP See Gener,V/ /,/O to No. 9 l _ Z,ell i 902 Wesf Nin 1h S'free/ �5. L, C6 8. mare// .f1,-ee1 1- hf /, t Ea. -TH5 C_r_"7E9_ or- _17 UN1. IV OL-OWR 8 -70 M TI. f 7 - ORA Upland, CA. 9/786 SHEET -ME. F� of CUC51 UN L.6-55 O"tHE�VISE 1401II .p : ' ' 9• In sfa// S�b'e wt./K 775 s•'f" er Seo'. 3/O ' /0. S. D �cTIZZET.4-66S .�F1E c�EE � S e-noNv,Cno, SCG? Map TYPICAL SECTION 7�4- 98 -5602 no sca/e '• CHECKED � R.C.E. ?OB38 ORti/G. NO. •I I � G. Ti ms W ITH i N 5► OF A,NY i• &RDSCAPE .&RE REQUIRE 0 _ F63 INS AL-L.� WITH t RteseS. • C/*/IV DArE S-5-82 F/CE NO• cr/-2G 74(9 . ' d/-?G �_ -- ­_ '