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HomeMy WebLinkAbout85614 . i &� ,. I 1 i .. -,-P- - t _ t ' - . t // . 1 - L . - - { f ` i j++ 4 - 1 " f e j jy S 7j +'i <+t i 7 i ' t { i i 5 i t^ f , j • j V I _ - ......--..,_....'.- -....,.•..--«-.. , i , ; • , . . w , I : , c s .i .; s ., , ,. } # , , I i. a 1 - ..t , - .q ; j { - -. ,. y. _ _ _ ..... .. ..a. ._ .; .-. _.. ... a j ....A _ . < ... _ ... ..�. -- t t { �. - I� f .� f . h �. I . f► 1 t t a $ t i i ! i ' b ; i + { i , ♦ 1 { t e I + .... + 5 t '... j b. - i 3 P - t -- ,. . i - ; ; ? - • • IV :1 3 y _ ! t II 1'S I t - . t { i14 ..y : - • j - t 1 i e , u { l e ,. t ; _._-� .. -. } _.i.. .: _, ' ...j .. - - - _ .. -.. .... - s d 1 -- - .j_$ y f , : j 4 ! (1 �. _ .� l Fi t ; t i S + i 1 ' ( :'i! } + - ` i .. 1 .._... ` - f j - j i . �G/ 5 t . _. -.! - _, t .,%� , i i ie i ,� i r , N hi V. } a 7. All work shall be done in accordance with these plans, the . ar Tr-o�o�; IP040 P/on i i ) . w i P 'o ti i t'� '*i i b i 1 } } } .+++"r""I= i } Cit of Rancho cucamon Standardr; r `l ^ p �"� .y l ` i d. t r { . i. i 4 t # s PrY�TI� /cllr 9OT J �p ` i 7 - -.-a .. g .,e -y. # a ._..i .. 5 .+.-... ....7 _ .�2 4 q - . _ 4 .. {. -.e q. .... i.- ...t 7 . tC' ndClrQ i t , , _ , 1 t , + �• J B!. :' \ 71 i t '�' .. + .. I .: i ` - - i y i . ° i " I I - S I }� } �y ' Y and the V h tv� 1 i t i 3 . i $ ! I t 5 j i { j r pe ications far Public Warks Construction - c�arrent- p y cif , , ; I '1� p I rF ; 4 i ! 4� - t , # i t - edition. Contractor shall.be familiar. with V g t �! i t I V. ;. i, S ti , , i } th and shall be I I t h { z 3; i' I responsible for t ,. ! } adhFrance to these Standards and > cif' s , i qq i ` ! - i I f # : �- `` N (rte , . t , I ` f < 0 I• Yom, ��4 , ! I -j 1 .l f '0 - �at lens f �+ { i ; } } + b e i ! } ' ` ;. ,� . ¢ i { Ji $ .i-' • - t y .: ... i .. - ;1 .. f .i.: -..i ..I :'i - i ! .. � i . ".f � _.:: j .. .. ` I .. .... ._ I I _ . : + t it f j .i .., : - r ! _ _ + + ; l 2. pipe s r any kind tele hone or . _ i :I i i } i ( t i ..i �. i t � ��� 1 substructures p < . h + i i i i t } i { _ _ power ales, watesubme.tersu evolves fire h dna { { , I + t} . } } } y , t. i } I i P , y nts, etc., , ----r---- _ _ :- shown or not h :� J f 1.50 � 150 s awn on the a plans within the right-of-way of -way jj lifii.ts Or in ad 'acerit ar .a i i f { _ _ I _ f 1 ,i i :•� t - i a e $ where im raVE`mcnt work . , I . , 4 ''� + s i + t ! t S t _. ._ i I is tb be , 3 , i i a t.. t s ! f z 1 1 1 1 ! i done h ► ..� i i ? t { ( y } i d, located or rotected in lace I { ; i .I ,� • r a t 5 j 1 t i + 1 1 I f T j .i T .i i I - • p - 3 3 s all be remaae re 3 } /F as . , �IN Il , } } } t y y i ; ? f t } f s i- required at no cost to the Cit of Rancho Cucar�on a. i {, �M a t # t. . {p i { o f 41 , t •� i ,. -_I 0 1: id i y ..A- .f _ ..j.. .� .i. - .� _ 5 y -��_. .� :_ ... .. -...1 ` - .. i- .. _# ... --._ --. . 1 `s. } 3 g i 3. An contractor erformin work on this ro ect shall }1 ii 9 (� b I _; i j ; f .,_ F i 9S.'d , a a. L I i _ I cfamiliar' ' t ��' 1 + t r t ! I I ; 1 I i j i } } # i, l f • I i ize himself with the site and shall be solely }{p 1 V , i -J. i '1q � iZ i ; I ti ; 1 , i ± - --- i res onsible far an Mama e i , ! i 4. i i i .� g to existin facilities resultin t� _ ! i •-_"� , i directly a indirectl frac his o stations whether or no , { < t y 0 0 s t i ..S.ai� _ i j ! ; `+`}; ; j I... 1 ' �:� ;� ; ._.I + + such facilities O ,� q �. M .� 1 i i , , L ..,,�N �c ori q� # `i' 'es are shorn on these plans. . ♦ . i j _ ---- - I >rt, h ,w } _. i a . , , * , _ . of ; ; -6I j 4. A ermit fihall be obtained fr; m th N. h h til t Q•'�• _ } t +� ` i P ty of -Mancha Cucamonga :i h , i } w �: t _.. { t # } t f } } En ineerin 0 ar I _ . -� h ' a i } ; ` + a i t • { i ft� ,.I it 9 ep tment prior to Cany encroachment or g 9 10®i:'7 OI . / •!� • `1 ! �'' o y h i ti 4 h t / ✓� ! } $ ! construction within Cit of Rancho Cucamonga aeem€� �r �� hkti , l .4� �ti � } ,W�, } ;. :i .. .. ; 4 ;, f I. i Y g e nt or i t. -40 t7"IN ; . o i , 1 t W I . f ; } f r ! • ♦ LA �>� 64 ? E right-af-way. -- . I 41 /�+� { ! JI a.. Ic - ,� h 4 h /d'✓• h , � I i ,0 a� i 5. All rade stakes hal ;%, I L , i W` ` W `r A t '�' , I M 1 i i #i4 i i + g s 1 be set by the contractor or engines r. { h "! h i { I • N ti int! t? j ; Pavin ; stakes shall be set at all hin a ints, edge of I �+. ! �- u 3 �_ g I i r# i i g g b ` , , i x�.tf !srrsd . 6A } _ ► .- a v - m I ; , �� j >�' t, . - t J ! ! ! j` }{!r �y� d ; �} h } j _ r _ p e ent points within 0.01 foot of sub -grade elevation and t ; i 1 , t # "� l { i i •1 •11 V { } f i f e ! 4 ' !... t I 11i ` ; r �p /O' M } }tu v i j , , { t more than 50 fact intervals. Additional paving i ? r : n ►h tiv a %b } I i at not 4 Y. G, ! ✓.C. y.C. a �,� m ,ria �+ ��►oq t i r. -+ stakes ma be re aired b cit en inset s n .e e I t t on ,e✓n v Q/ 3✓ 3 �n d h ni Ai x i E �! g a e d d a t warped ' v. Y w �. 4WD ���►,, 1 } fi t 4 i E Y Y t ti ,, 4 { ! s �ih: `� > > �, h j _ ( a ... ' or vertical Curve areas. . , � s <,f4 aid i 1 Z hh � h ) t .9.d9i' _ i t < 4 I ! ; 0 k ! � } 1 ova I •; �`-_ �+ 3 ei o j I. !+1 h j � t� _ � 0 3r i I h h vM. ,�, , i . a 1 ti tti� �i +v a ? t i <_ , # . �3, r , { b. All sewer, water, electric, as, hone or other` util it 1. poi � ; i _�' : io,� �6 �i�; �h�b`�y,T� h h �` �h�ti b _ ; 4 .! ! i } , ! 4 P y ` ' I �+ , bY4c+► x TMI h- l !.! , i. ti i - ►-_° •tit 1. i _ . t i.. laterals, mains, or crossings shall be constructed prior to i j h y F < t t f I; paving. , _ , , { Q : t } _ - V. + . S 11�� ,„ , i of '�e 7• -1 1 51 , `: .-+- . + 1 j .. _ i ; ..: 7. Compaction tests of embankment construction, trench I i 1 i -�-:� G.4 {E j � € i � j � ,. i j 1 backfill, compacting original ground and all sub -grades { i jj i i I I 1. ; to f0'L , -. + i - # ? d t # t 1 , , : I I. I p he Ci.t of Ranrha ' ! j shall be erforme at no cost to t y . ' tn.V Cucam n 4 i f' cd1r ,'u ►A o r - ` ' � - 4 _ - _ . , °� ' __ _ � _1... itten re r wi h ZN9 >p S f"-_- } g A wr po t t these compaction' tests I i ` � I e � ,ZB i v , A 1! 3 ►y� pry o t i j s shall be submitted to the Gity engineer for approval prior ; t4 i ti V a h b j - �y F �` } o t\ 8 t sjn t j ( 1 to the placement of bAse materials and/or surfacin i I i 0 w 0 ak , 1j h i 1 I g' I _ i i . . -gym 's+ _S, q ao i } �tn �, 1^ h i �h } i } j 1 ; 1 t ; �� i i ; , h N i 1 t � } h � N . t � N '� t t � � i . ! � i . ! i � S. At the completion of paving, a at i materials report . a 'h q p t shall a 1 M , 1 be , i i P 9 i i i t P ` - i ' : i . ; , N h i t ; 5 # i the. city engineer. Listing all tests or a i t i! `'' i ) h i E + 4 i i i # i 1 i submitted to g b 4 I 11 }1 3) gq { ; - ; i i h t y' i k 6: ; .. . _. .. j. y 1 ::: -.5.,. g.... + ... ... . _....- _.j ` .. } t ! <... i ...; - I. - determinations completed to verify stability oil . 1 h i it h i } !_....., ; p y y o content 1 i 1 I i ► i ► _ Y!. _ + I ,I 1 i ( } i and radation of as , g f alt p vi g I 3 # i # , { , ; ! do d Z6, h6 �4.J 3 44.74 ltf 3P i ai<+!b` ; 3 .F ` i' 3¢.s/. fei.o3 , /*3' i i , i i h a ' n ` } _ Drl ic' S t�' ors N/ o o !il J ' { i 3 _. on ors +vr,. 1 i ? nS AR i t_ _ 1 # I i_ S W ort Set ' o S ors Ji✓ S n JW s w Jr•' on S + w I t+ •_ t # r , # I i i 9. Prior to installation of avin• materials { j t- a to els shall i ' I w! -t. S , i } P 'i , ' t - t ; y 1 E to the cit a + i j, i! i i .' 1 i I I i $ j be submitted y engineer. i,isting all tests or f G:G-IC' ; -3 i, J 1 1 + .if i i i ; # . i i t i T _ Q r t .. j I , 'J'`__ + € i } I l i i i i terminations completed to verify sieve analysis and sand p : . ! , s . an S. ,�4 _ any SR/ a n sub o r. S%t/ # i w r s i � t j d < i # eeuivalent of a re ate base. t i i! q g i g g i . . ' -i i . } rt I . i i Qn i E E . t r a { }� ..fig ...� . .i ! � - �] 3 3. ji { e t ! ; , I ! e t i g - .. s ♦ i I e 1 + ! . - 1 2 - I 1 i , - : r t # - - + ,�. 1 - I' # - . , ; i f i , , ; ; i a , j i _t. ;. f i t i f _ } Yi _ _' I 1Q -.Paving shall be rformeO in accordance with R=Value an t d j£+j j t}t 7y Y ! ± , _-s t l 6 f i I E f 1 S i 1 AVE'mE' +' JJ. f t t Pe i i 3 f t i nt + iI tests ak _ _ __.. _ . _ . .. • _. ` __ . _ . _ _ - -_ .. _ _.. _. _. a rm � n s c �. _� � h _...,�._ ._, _ ., _._ � _ . _ ._W . _ .._..___ ,.._ ,..._. t_ . }_-__.,-.--->. �_,.�.__..__..y .�. i ...� ___. t 1,�_,�.. .�__e�._. t_ L_ �.#u_ . _�_I._ r�_ - .��. 4�_. �____� ._.. .., ,-_�. _.. ...�._� _.�....,._, k .�...�.�,.��.-,�-..,..._._._i.._.._�. t S i P to let e tru ural sect , _ > _ i.� :_..:1 _ . ; _ _j r, ms - _ �:._a_.-.-t� o.t ._ 1 t e n t i_ o n s 53 54 55 56 57 58 59 t,60 6 � (prior to final plan approval) . { i . . If I 1 e 8,111-1 _J . �/¢ g 40 . � .. When improvements are to be placed on native soil which + consists of a rocky material, the sub -grade shall be . I 'prepared by removing all rocks which protrude above the - sub -grade and all voids or depressions shall be filled I with a fine grade material of a quality better than the f, native material. 0 J WOT , Tgf- CO►•i' K44TOK 5W(J_L EXERT -ISE EY.iKAv � li Ii (( f /C 12. If the asphalt concrete is to be placed on sub -grade, a v�I �j�, M DARE WNiXGaYAT'Ih16 IN i1{� A�R� D� THE 1 r soils sterilant registered by the E.P.A. for use under W w �,& lD $GALE 1 * 40 TRANSCoNT1NF.HrA_ Tf_L�pHON� LINES• CALL I A.C. and P.C.C. shall be uniforml a lied at the manufar- I� I �. a Proposed IMProvrrr,eilfr Per' , y PP _� VSA BOf.'�-4.22-4-133 PRIOR TO >EXGAVa"j'IOi Trocf it/s /Z04o, Owy.N- 7B/. tuner s recammencled rate for the full pavement •width prior i - >K . � I4 x , to paving.1. < I\ 1 -5 . - E •13. Estimate of quantities is provided' by the engineer only - < E for the convenience of the developer, the contractor shall - M - ,d .o i' �_ -- ��_ �� ��! �_ -- xnation of construction quantities I make his own deterar' 11r)_� -�--- ---•----- __-_ -----�--� --. _ - -`� ___ _ ____ _ __ _. ___ __ ,____.-. - _ _______ _ before submitting a bid. Any item of kirk required by ° �*" 1 these lens which is not s_ecificall listed in the. • _. -'�-? _._,: 719 6 - o h _____�� a._--•-.-- - a I J `` estimate of quantities shrs]_1 e cc�nside ed as included in � `, ri r ., , .. - rr'„ �. n� K. `t� .,� w i I ' F f the other items of work . i ' 1 s �'��, }- �5 s'� �'o O ug, ' l +`� = 14. Street signs per City of Rancho Cucamoncra Standard Nu>*ber t\ ti t 7 401 and 402 shall be constructed at each intersection.. .i 11 � t 7 19 - 2 t 5 i2 t� &A. E,a• y.�v `� - ; 15, City approval of glans Maes not relieve the developer from a 13 'r,^--- h," p/ - �K T��►�K - - - -- responsibility for the correction of error and omission i -T_�, c �� �' b 8 ti _ �` a wd- discoverea during canstructi.on. • Upon reaucst the aqui red 1J -- �..._ _ _. __ i ' . ' i ___ _ __ ________- __ ,� .. len revisions shall be promptly sub �i tted to the city v .... �_ r - �-- -- - - >� - - _ - f P 11 .N 0 �g 5 g / t--*`�-- f _� r -=��^ �+_ - . ---+---- -..._ _ - �;'+s .s►r. engineer or approval.. f A .. �% `s� `' IG._ t� da -1 9 �4 b 130' Tran '. I^ �' I a X �I 1 (� T� [2�u 3 t C.� 1�� �' 4G tt �� a�� f+, y. f-� ecT +`� 16. Work site and exterior streets shall be in a nett, clean, 0J "' to h.Z n- T C6,4fr.Ziafr � tr►a_PA,A i �� l 0 � � � i ha2ard free, orderly state, throughout cr�nstruct ion. $Site Iv g d I C%J;M V_M-r. r>&Zrs,_ ,d = pC+'aca'00 N � (� Za . •s o•oo�eo' h�4 p p 1p 6d f�4.2. +� ,OtK - IV T I I shall be cleaned ug�an re�;uest of the ins$>ector 4 ;F L4 _ L /4. S2 V 'W Q 4__ a %4. tit '� 0 I rt_ 's•5• oo, M !E I �X1S- %0 C:.Lti n sat; WAU K V t� o = �a 3Z Zi �ni 6 �_ 17. Contact all utility companies as required, 48 hours prior r Z kg��% L = +�5. �r'-we� t IE1iD A.C. PVht,T ®taeziA t0 eXClVatian. ..� P s• i u T• \ ,i �: + M SidewepIk Carves i6vlo rAlorlh 464e� a + ► I - ``..1 ,.. J • � g� 4 N; A R L T N� A R t T T �i Q , h �; C1 t 1� r 0 Z +/S'41'00" � I I % h __ _...____- [D 9'6'ec ?00' 3?.95' 16.51, �_ -/`'00?0'• 41 76.64' .33.56' TVRN� Qy UE U /Z'03"30" Z40' 50.5/' Z, 35' SE_E_ St• -t1.2 - Cfi /3'43'47" Ml 7'31'3?" .360' B6.P1' 43_31' /5.78` 240' 31.52' C1 t 1� r 0 Z +/S'41'00" 4`26'?O` ?-OO dt.95 rcva' 76 s c' 4601 66.09' • _f0/4S'7 /C..5/` 3t •- 3914' __ __ _...____- -_ i CKiZ.�-0 /D`3l'oe' __', . I ( - i NZ .- . .1 - r4' . • .� 11 , i 140 S4' �oI-- -- tr 6_ 4 '36' - . _ 14' I Ex. 4 C, E- ' `� ironies ' �'rN t I.pye ce. c no �e 4ries ----56 i 90 ov co,, so W 6 i o �i ca 3 f 9t� rc S&! fix. W.C./. 4 Z y -- S4 t e .5 f�J.Iwll� :r I 7S f e- 90 � g r ., tis $ t r 4 �, 6 9b z G f _r _ t .30 . Z__ R I 11r. /,t .. v, / L. P� L v e Leve 1 rn � . ".- " ,, -'"_____Z_,7-:.,__%1. _ - -- 1 1 _ �--- _ ) ii i ZJF Exna/ ./l. C. Purrs} --� V. -"f9'oi Ila 6'C•r9i� M; //// �1DF_ __ i 4 C? C. i AL _.__dor- es i t1�Tb•,�-� 4.6C3 a. C. r-`� •F�' �� �� t tea, UTURe GVR� S3+90)00 S'6fA0- C>vE->� 4*.40.gase 'bio 4:s;s 6 V 1 1 E.:: t`rx 1S-/ A. L'. ,0,1177Y. . $6 90 to 0 0 • - c o "r -r s cc . c v of r' l 4& V -r -r- PU r� S --c>, f>,"a It ac>3, a 1f'osf. j'€ S %t�8f 1, '• Jr #s /. 17?'�. r a'f'' !..• .;. r.,.. v...._. ._ ... _. K_ _ . �_R ,., r t ,* f a , E. _ _ _._�._ ' L__._._ { ;f • '�.: F - x r_ 4„ _,., .. i V. !,'= r# y-" ..,� i -.j s _ - - - a s- as .. F 1 l+ut @! _ aes�ilDATE T+ 1 � 3 Y.:_ ,V , 3'. ,t . C: , 1t_ar 'i •` v k - -, C: >e- 6 t i-,:` V ..r , t; , s'='fie. $ � %. -. -CHO - _., 3 _ _t . If -*' F �4� R_,._„Y _�_ _ "CK r,wcx likolt (�� _ e s .. >_� t � P ltJf✓ F . A( , 1,, _ - ______ -� "" " -'-,_ ­ - - � ­_­ - ­­­ . �-______­_1__1___ _ __ �- � -r *­ i- �� ­­ _­ ­­­ - I �­. � 1�77 - --: -- ---, -_ _7 � 1, � _:., __ - 7ZIF� 77 �Z, -, �, �-_ - - ­ 1, - -, ,, - -_ - - - ' V ._ ,�...�_ ._.,.�..,_.�.,.. _ _ . _ .. 4 (:,s 1 K t6 ;.___ _ rI y, y Y _ .__.,e _ _ _. _... _ .. ,r 0Y_'_ ),/I Ik. --£ �/4C � Cater`. A. L�'ill SCJ5 t �_/". _�� _-,,�,__ � � _.�.E�_. r- _ _ .:_ . _...... _x_. _ - _ P ,/+ , (� ` t Les` / % , cl,rh z"oliolilhic is////, ,f/4A-.1,,-C, 1,,-C, <a C} t , i� ,C(, �k`�'' _ i' _ d1 I NSTA I µsTAt? ontf wt rigda (az5G 0 1 `- 4� * t L t= O I . t �� " PE•TRoMAT" I •'rt`CR•crtoZ''. C. Over/Qy �� "? ,f Love/ t;n•=' ' 1' � .� V �•. i • - I 76" i (/401/5-/6 t50) �� Mono/ifhic w�.S'ie'dwol k r S3It/ • .� �I+v .� •, AR fMave Exrif Consf. G wide P. C. C. Jidta ro%fr x T �xrtf. I"i4.C• �r,o'f y er- tk 1 tT /S AvA61e Wo// P Std. Oavg, A/f 3/O. 9 I Ar' :1f G `P. C: a pvmn const i"A.C. over /ifofrvC Consf /2 "C F, w�24" 6�lfei- t / ? 6 �1/ Mq R KE 7 s See Troy s run �ii7 en7�o/ " Z• 32" �xi3ftrlg /mpt»rrrntnl� (Seo ben. A/ofe A/'9) Per SM. Owf..V` J04. I F Tole. Coble A/ofe on .fhl1 4 Per P"v. ;F B5/ TYP/CAL SEC770/V ; 9 Turner- Ave %ff/S 17#83 Ex IZ` G.F W�IS" GcJT. Yt. E.K. P. K. r - � ����Ex.12•'�t�. PROFILE SECTION _. rx EX}' W1E RI BSON 1 G - i s e G • Remove Exisf 6. cr Over -/e t. o/r� 3 S m N { A.C. Berr�f / ✓orn - ` 1 «A. Exist. E. P. • W —EXIST. Z" A.G. GVER P.C.C. Pdvr-mv- / 18 -Ex. tS Wutia3-� Gutta ^� Y 3 T I T 21 2° 1 - e °I'. U ( I R r o rC' ✓of t/ - �'7 .y , ° v s' _ �'. 17 20 tt �s• 4 ? 2>7 - - --- - - - ---/ i k�;e is eeddsand ir�9 r.. . 31 1 Al ��z;Q ^ Consf. /8".P C. P. 9 26 >, I 1 1 1QTK Mara. et � da0 .� Wx�} a�tt ut I i Storrs Dr'oro 'l $� 6 Consf. A.C. Lined /n/et V1 rya. y" D = �o•0000" I � � o = 90.00'00' ��Np� - (Tylorep/� d.�• r 9i 8 d• ` _ Sd>�OS.S.�`aPronper-Sec. '�_ .'• � •: �9 1 f EC,P - End C. o, J seg Qt_1" p4TA /3 x 0 0 *jMIvm'�wA�61Z TURNER— N E �e� �'S o=_ �0 z1� - � h� x • � � biDEWAI-iC 17Ra1 N a r .AFS s rv. so7 _ - - E - oa 0 s i nl em' -A A04& END SECTION I O N V f, S� T 35.33 (� I I V • 111j ` V1 ` ' / 2 t o4i + � - � i� P` of 4 136 e = 89 rz�'39" ,., - U +m r ' O014�QIC n OK NOTE'S 8a ` !� C: Win• b.G PJs.,RL- - --w dVse lJA,TAVE PEQ. TCPtC41` �I�TIOht ,VCE.2EQt�l N' AL4- 4�t' cCyN%'t'. A. C. OVERLAY PE/? TYP/GAC SECT/OA/. 31l2: Z O co N ST. 12" C. c- w/ 24« wTTE2. PEe sTo owc 304 /B' /nsfo// 2 5 �° ti G� 0 cot�ts-t-, mc5m%F••tm-a cU¢e /`Gtr- T*c-cz ---o tpwa 304 Cs"ro i e" C'"S'A va*- T the 2*j "1ry „ I) I1pi A.C. oeer/u a ? CotvST, MOOtP1ED GViZ$ at�L`C �O TO l2) PEQ STP OwG "301 •Pcfro, Mof y O - 13 12 0.73 o•//' co. 'Woolt�lEo cup -m ow% -v Ca"c.F) P= -V- s�-A owG Sot �;,'j'� L.E�/EL- L E to ►( , ' O g8� II Cenaf Mod. C. B. AI' / iy=SO , ✓;/.97 P�tZ STn �w6 SO2 1i O GOKrsT. 1?c.C. 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