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HomeMy WebLinkAbout395 _. ___. _._._.._. ._- __ . ♦ _. . : GENERAL N01 � S - _ . -. - - : + -- - -- - _. _ -_ _ rh Mari(v . - - : i . 1 _ . : __ - - , e x th these lens the Cit of dancho : -- i _ end�s/rd tvt ,.f4 E. o' v vrr�e a r i : �_ _i __ , . . __. --_•- ___ _--. 1. All work shall be done in accordant i P Y - -- -- _ _ __ - .- - _ -- z i --:�_ - - - _ _i _ - _ .. - - _ . _ - . . .o � T ,, : : + _ : dards d the Standard S cifications for Public Works - - - - / E ,�► / v and . , Cucamonga Stan an pe : -- - - - _ - i . - - - - - t _ _ I : i - - - -,- -- - • h f : A . _ _. - : _ __. __ "�►. , ami lar with and - - t t struction - current edition. contractor shall be f 1 �_ - - - - - � _ .- . Con --- - ------- _ ._ . , : - - . ; _ . S6B r : � Bad i 'o/iit CG C -�-,--- a S S t7 /o' /7 �' 1 , , : , : , - ; _. t _ IT�anumerit S �bave a'ur do C, : . - ;_ _ t dards and S cifications. - _ _ , + . shall be res nsible for adherence to the S an pe _ _ - : _ . i . _. _ _ __ - - - - - - - . -- -- . . 1 -- - - : - 1 - �ltvdtior, iBP� - _ , _ . 4 r - 4_:_ _ - . .. _ _. ,- _ : m. -. _._ _ - . _- _ _ .-- -i -. -- - -- - -- - - - _.._ - - - - -1. - - - _:.-t : __ _ e one wen les - _ _ _ _ i _ pipelines or substructures of an kind tel or -- - -_ - . _ 2 All 1 Y � Ph Po Po • -� � _� : � _ _+_�__l_ -; I . _ , • -- - _ t . a -. - _ t - _ __ - { _ • set shown or not shown on these lens -_ _ _ __. i - _._ rater meters valves fire h ant c. p + -. . - ._-. - - -- - - . + • - .. - • -- xi irr the i t o wa imits or in ad scent areas xhere im rovement � _ . th r f 1 _ i - - - -- - - - - . - ; 4xork is to be done shall be removed relocated or otected in lace as , - - _ __ {- - . } , pr } i - .. - - . : : _- - _ - �c + , . i + l _ : - _ _-F ----,. ___..__ ___ x/.41 re aired at no cost to the Cit of Rancho ga. W _ - -___ __ t j __ . -- - _ -_ b --� - - -4- - e'4411 -- - - - _- - . - - . - 3t . • Rf � n - - I .. - . - - -I - _- 1 __._ -�- 1 _ • . n manhole or valve covers vin re it _ - - - - - - The res nsibilit of ad ti , pa - -- :-- - ) s 3 Po Y g paving -- e �cx4G i a : - , , - ---4 to - a {q _ one , Z and vin replacement in connection with sewer and water, as, , . _ I - A. W b Pa g P g Ph - _ __ - ia _ _ b EXisf t j° electric or other unlit line installations will be the responsibility of $ _ b , O u '�' O Y h 1 O �, - 0 1 ,. _- { _:_ i : _1 t v - _ - o & hforfh .o the owner and shall be accom lished in compliance xith appurt an - - - - - - - - o *� . • p i - _ - :_ Ex/sA /V�rr* Ordinances and Standards. _ a _ , s _ - _:_-__. . - t . . _ i - _ --� --- - - - - - - W - _ h �_ - Corb �S a I _ --- - . - , - : 1 A 14 . - - #--- y ) : . -: _ ormin work on this o et shall familiarize himself .-.._ _ ., _ -_ ,__ y, - _ _ _ __ __ __ _ t-L __-_- ._._-,- ; 1 _ 4 Any contractor pert g pr _ __ _ • . - - _ _ _ b - _ s res nsible for an dame to existin . _- . I _ . m - - _. _ _ ._: _ __ [� - xith the site and shall be olel Y ge g i - - - _ , - ,'o - -- -- . _ _ -- --- Y Po - - - . _ P J Ij - w ti - -- - - - , 0V .80 : �--�- acilities resultin directl or indirectl from his o rations, whether __ - _ - f g Y Y Pe -- ; _ _ . - _ - _ _ _ t.. les are shown on these lens. -- - . - _ _- _ . : o a /tforfh u or not such facilit p - T EG' rb ' _ . . . r _ - - - - . . . . _ _ L -- --� - _ - _. 1 . 2 : , Y _ _ _ 1 - : I , , I 1 . . _:-; _ s set ens indicate A.C. vement determined structural _, _ --- i - - - -- -- - --- -t - - - _ _ : -- section to be install - ♦ , • - - _ - - - _a_- - _� _ p . i --- i , 1 _ h� - - . _- __ rb - --- - . _ _ S -- - - -- - I - . 7 - _ . _ - 1 - a En eerin I ! _ i_ . r- - -- the Cit of dancho Cucam n - -,- 1 i a k : - _ _: _ . a A rmit shall be obtained from Cucamonga g __ 2 L j a v 6. Y t - -. _ - _ ! -+ - --� f _ _ ___ _ - - - - • 1 _,. , e of - - - - _ { _ . achment or construction xith th Cit Z- - - - - - - =• _ -. _ - _ _- _ _-. t De tment for to any entre Y f:: _ _ -. - _ r W /s�t3? P� P� _ i . �� j - j- __._. __ - - . . - _ _ V' , 0 _ i4} -_ crown ,ne _+_ . _ Rancho Cucamonga easement or right of ay. 1 �_ _, V x �� . _- _-. - __ i0 _ i3i O' V°� 1 474G' - - - + b t . - _ . __ - + -• _ .. _ _. -- -- . _ _ °o _ a to En i � _ ; -- • 4 sakes shall be set the iva eer. = --- -- -� - ' - : . , aired t ------,- -r Al by Pr - ; C >� _ - - - _ _ + . - - , - - - -- - - 1 - . .- . . - 1 __ i 4 - be staked . - _ : - , . . . - _• --- _I- . _ , _ . :_ - - + b tter where ads is less than 0.406 shall i 8 All curb and • _. _: , - • 8z --i- _, �_ ; - • -- ----� _ •- - --- _ . _ .- itiSfii.5u ice 'rnvdn / M N ; f/ .3 . . h 5 `_ . T �i.ao X Q - - i _- : : . _ __ sion ants. - i _ _ 1 - - : . _ - - - - 0 - -- - - , _ - _ # -- 'W - _ ,_ , . . '-:- - _ . - , _l 1 . :. _ r i t f _ . -- - -- _. -. - - + nimum. At the tom letion of roe - _: __�_ - _-_._: _. _ _ - _ - . 9 The structural sections shown are mi p rough - - -- . L . t _ _ : _ - : .� : -_ .- , values, shall be taken and a saterial _ ; . - _ _ s s including 'R vel - F s . - -.. _ _ -I ,I_. - E/s>` . ir P c'rnw'»/,rx'� ad in , soil test , 1 1 g • x/ _, _ } .- _ g -- - - x ______ __ __ __ : ___ __ _ _ _ _ r . sh ; _ ed ified soils en sneer. The re rt all _ - - re rt shall be e b a ual _ _ Y 8 Po Po prepared q _ 3 - , - . • , - I - - -- -- _ - - : - - _ - - i q - - - contain a o sed structural section and shall be submitted to the City _ _ } . • • -_. - _. i . _- : . d uation. A oval x111 be ven when all L a i s ew an a __ _ - - En eer for hi revs vat PPr g1 - - - - b _- - - gin► - - - > - _ _ _. ti - - --- - : _ - _ _ - - - - h structural section requirements have been met. : ; __ _ - _ _ i _ - A3t fi , _, , - . i - o b 1.- -_ _ - 1 _ _ - , 1 -i 3 - i r - -� _ - , jj i 1 { 10. Sub- ads stakes driven to the vement sub- ads elevation shall be et _ __ __ i gr ► pa , - - -- - -- ; --- _ - - _� �i� t ,� . 10 __�_ 3 1Q e n E inee s es sh be set at him ants t\ - b th Co tractor or n r. The tak all all , o, _ , Y g ge Po - . . ,- --.- - • i : t • . 1. a_ :.- -• t*i does a -- - - - - ,- - ed of vement ints within 0.01 foot of sub- ads elevation and at not ty ap�ro�raS �rui}Ie stater br �cwer §ysem esti ett o� _ - _ _ i y of in - - . pa points , �! isf. ' o Sodfl� • * ti : + >'- sore than foot intervals. Additional stakes may be needed at warped or quanti es. I , �, . Curb A ' 0 3cvf�i b h : vertical curve areas, sub-grade stakes shall be in place prior to paving - - Base } 1 i- i O T� - AVe. _ - i8. _ Street markers of Rancho Orucarofrga Bt'ridkrd 3�unBets 4101 a _+ __ _ _ . .45 :Z �� , to permit spot checking of sub-grade by inspection personnel P - -- - t-- - ' 402 hall h intersection.- -d So s be construe sac ersect on __• t . 11. All serer, water, electric, phone or other utility laterals, rains, or { . .- . __ . ted at gas �3 o iso deVel firom re h t� St __ . crossings shall be constructed for to paving. I City plans ops apo y _ , - , Bs Pr Pa g Ci itai f Airs does t�relieire the s , : _ - : : _ . 16 - ' __ for the correction of error erre omission discovered during construction. j . _ i + -_+_ .- - - __, . _ ? __ - .- - :- . _ _. - Jib - Exr� sarf4KL ssuffi )+w . t i { 12. Compaction tests of embankment construction, trench backfill, compacting Upon request Lhe required plan revisions shall be promptly submitted to - Safe 1 R . , . { - - _ - e r. ee _ : --1 _ : __ -:i _ . _ . __ _ _ th Cit �n r for a oval. _ : ground and all sub-grades shall be performed at no cost to the _ Y 6 PFr • ; - -a-_ _ -._ t original gr - Q : . � _ . _ , - I I ga. A written report xith these compaction tests - - - - - _. � i Cit of Rancho Cucamon . ; : sh bmi h E , f proval for to the p ace- Z6. . - Y i - or p pr . . Church t f. . _ . _ .- . . _ _ -- , s#te exter�ar sheets shai � i�� �t a seer- - �c iivrk a� 1 .--- _ _ _ ._ _-__--- - _.- ._. _ ___�_ _--- - ___- -- -:- -_ _ __ _. _ __ _- - - c ns recti its a ed n , . _ -. :-- _ _ _ se of base material r surfer e, throughout o t o>tr. ;S shall elan apo . _. _ ,. _ : nt s g } all be su tted to t e City ngineer a 1 r . ' -- - • - - - inspector. - _. - -- _ _- er stat ore 1 . • -_, , - - - and o in . Y t , ._ �_ , _� _ _: _ .. _ : request of the 10 Z II 12 13 13• At the completion of paving, a materials report shall be submitted to 7 8 9 1 k C . ti?ti the City Engineer. Listing all tests or determinations completed to � 6 6 w ; verifyt . a) R-Value, sieve analysis and sand equivalent of aggregate base. % Y 4 1 1% �b.) Stability, oil content and sieve analysis of asphalt surfacing. , Q P __ __. t F olh,// ,f/vel % '1 r- ,14. When asphalt concrete is placed on native soil which consists of a rocky .: saterial. The sub-grade shall be prepared by removing all rocks which 11 � Q �+ ; e protrude above the sub-grade and all voids or depressions shall be filled VICINITY MAID w t 't xith a fine grade saterial of a quality better than the native material. p � !7o Scale 4 .hkv 3 ,•.� 415• If the asphalt concrete is to be placed on sub-grade, a soils sterilant Q I b registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly k �„ le' . i � width prior to manufacturer's recommended rate for the full pavement •, �` �3 . Q o a ,1 IV Z 2 . 3 4 f16. Estimate of quantities is provided by the Engineer only for the convenience � 4 �? of the developer, the contractor shall make his own determination of �� 1- .Q 5 � j , construction quantities before submitting a bid. Any item of xork re- N � C Ex. Ir�sprrs,.tmtn><s prr Q X & 14 i o Ci f'• Drw9. Al,. 977 Q quired by these plans which is not specifically listed in the estimate f�000s�Crn,Pro✓rmrnfs o. V �. V� °' N h � of quantities shall be considered as included in the other items of work. /eer PM• 8298, City �I� � C ' b r Orw . A10. 32(0 �I o A ® O� e h a 4 p iz' 3z 9 11 V �.. F1' r a j�� Esc. �t"// W 1 f c.-X.sla,ewel&- dq + 1 . r Z4A -�' 8.1 //IV/a, . /_W 05, ------ -- - - . 329' N ' ' . • _ k I _ _ W u - r �' Ex rb 6'ufYtr N UJ Q < _ _ _ _ .o kyr Z /��'-) / 8 3�F�� Fy /o Z ti 8 �--- /s t 0,�� © Cie"e.�� Qr03(� '�� E.. a/s.�o . w ,i }. .: W C -_ - ---- ..- - _ --� - _ t i s m ��°lq ,vey 'ts•w (� q S• b5 4 - Q v' s'•" MN. CLS At. -- AW_____ 1RONWOOD 4 o res - -----F,. cr0-17 c re a=T�o o'oP' ;, 1, Y:.. �►# a TURNER �o K" AVENUE _ / ti R=58433 , d �. . ____� 4. - i �'! hyo p �� vBi'fs S9'W 41 S`'A' I` a 6 I ?��( Exist. P.ibds/s Wim/ // \a it ,h NUE --- ,SII �� �� ' t , s�os, �. ,• W / it I / 11 (I 3.040 -38-41, ::. . /Z �5� jZ . ` ' W s 77ab• 53 03 ` a 35.30, . 0 / - �`� "%, `L t� ��, . Curve �O&r .? Tab1e O � q ax°� ,Pedlar d L T k � \ � h F Q z9s' d'is'ft- 4e" V./s• i p � . . O2 Z75' e'1•S'P6' ",&S' /'?-Ss' t p ;�' ® za7' O•is•6' t,.04' /Jss' t 7 6 �' 5 . 4 loo' /e'oobo' 31.4/' 0,94' O �� Q ,odd S/reef L,yh� f' reV,Se wa// /oralio/�.! 7111191 s 3E 9 /P' .3P' 0 .Pcvise Turner Ave. �or Chan9Ps in �lnl9 Z eX/Stin9 i1",-0VP!•nents. .f-20-810 �� Zi Q /Pe Vise NlrPe l ,f1,-&e7'&,-,91 ,S'ec f%Ono' /�/S-B4 0 VG 5' /P.S't It's ESTIMATE OF OUANTITIES O Cotns'frucf/on /Uo,les O //'rn.ax. DESCRIPTION of REVISION DATE APPROVED �. � �I'risf, ground ITEM DESCRIPTION QUANTITYUNIT REMARKS ��.--� --n r___ CITY of RANCHO C U C A M 0 N G A /, Construct G-,4.C. Pavemen/or7 C'om ac/eoiaa 1,ve 4560 S. Turner Avenue ;y3iX �'�l' j j ,3'{ea/her 11 • i.'..... I 50 0.. Construct J'A•e. Pa✓e,-"en/over 4'".4 , ,fuse 11062 S•F. rronwood Avenue Saw tutee a s,� r writs ./S r. 9 ' � j� a.9(esc t• •�/,z _ � I _ PLAN AND PROFILE OF Pq' 2S' 3. Construct Curb o7nd Gutter (8'c.,r ) 507 e.F FL-r X,Abl. Alo. 302 7 ,� rw..rsA+"^t/6X.--* �y' ,, 4, Construct Curb and Gutter 0&e-f) 3041 L.F /�/-SYV. Ala.303 -mod, ,•eW ..''. TURNER AVENUE Gt/�1�rI sd� /e e' � S. Construct si'odewa/K G"wale 3/72 S.F. gr Std No. 311 / r &-a' 9' d•6' k & 6. Construct /�rKwa Drain lypeff wt4' / Ea. Per Std. Ala 507:6 A. IRONWOOD AVENUE 1 'I 7. Cov7struct SIdewa/K with 6•hi h/nonoA1h/c Curb 1924 S.F. includes Curb �' �/nel r1 /ine� d Removeend ,Pe%Cafe fele hone le 2 Ea. B Others TRACT 11577 `,4 h 9. Remove Street �rriCddc' / Ea. TYPICAL SECTION APPROVED BY DATE, 2-f-92- :,-' 11 11 5Z 5 /0. ,eemove ,Pu66/e_ wa// 315 1_.F I TURNER AVE ITY ENGINEER % RC.E. No. 23689 3 3 //, 8freet EXCaVdtfiei/7 400 C.Y. ooL o cvp sea/B: /•=/D' Noris. DESIGN LA MARK CONSULTANTS R E D /t Street L: ht 2 Ea, o MeN TueNER /"= 4' Vert. TYPICAL SECTION /a. A.C. Pavement Ove, wriab/e thic,E'ness �0�4 sF L.C. 902 WEST N I NTN STREET DRAWN UPLAND, CA. 91796 SHEET ✓ IRONWOOD AVENUE . sea/e� /"=/o' �ri2- L.C. 714 - 981- 5602 �_ 0 F _1_ /"=4' Verf CHECKED /A,.:.tet a. R.C.E. 24838 DRWG. N 0. {to/r/ SYa. /0-439 74 A East Tiwc/Line 11 . - - -` DATE 4f-11-47 FILE N0. 39S 74-/7