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HomeMy WebLinkAbout900 GENERAL NOTES ... .... ... d .... .... ... .. .... ..... .. ... . ..... .... ... ..............- .............. ....K anc o ucamonga an ar s an e pec ca ons or u c ........... ........ .. ..... ................ ....... ..... ..... ... .... ... ...... . ......... .............. .... ....... ........ .... .... .... .... ... .. ... ...... .......... .... .. ...... ... ...... ..... .... ..... ....... L :::a- T- .... ..... ..... . ..... .... + t on. ontractor s a e ami iar 7 ...... ... .... .. ....... .... - A ............... ... ..... .... ...- J. Works Construction current ... .... .... . ..... . . ..... ...- with and shall be responsible for adherance to these Standards and ...... . ..... .... ... ........ J= ......... ........ Ad a ..... ... .... J. .. .... .... .. Specifications. ..... ....... .4 ... ....... ... 4 A :=3= .. ..... ... . ..... ..... .... .. .... .... ..... .. .... ...... ...... A ..... ... ......... one or power poles, .... ...... ..... . . ..... L *-1 W.-l'...4 , .+ ..................... ... 2. All pipelines or substructures of any kind, teleph .... .. .... .... .......... ......... ........ ... .... ...... ...... ...... . ............. ........ ............ 77AWi :: : : 4........... !7 r. - lie. ... ..... ..... .... .... f 7.1 -------I......... ... .... .... ; I I � �11­ I ­­.... . V, water meters, valves, fire hydrants, etc. shown or not shown' on these 4 ........... p ans w t -o -way m ts or n a jacent areas w ere ........... ...... ....... n t e r g t 7 J . .......... ....... ........ ..... ............... ........ ...... ... ........... .......- ...... 4 j ..... ...... improvement work is to be done shall be removed, relocated or protected j ... .... .... ... ......... ...... ....... ............. .. .. ........ . ....... ai ............ -. -4 :J . ........ .... .... ---­- ..... -4 .... ..... ...... ......... ..... ...... .... .................... a Wd. 7 ....... % I. ........... in place as required at no cost to the City of Rancho Cucamonga. t Aw ...... .....- - . . .... .... ---- ------------4 t -j 4 7 4" .... ....... -------4 ..... .... . . .. ..... t * a�.. ­ -4-- --- -------- 01;;;��': ..........�­: :­ :-4 ­�%) ..: ..: I .... ., . ..... Any contractor performing work on this project shall familiarize him- ......... ...... .. ......1 :_ ... ... . .­.. .1 -S i : -1. ­­ ... ­. f �:­ I:- ... ... .... ­ -1. ­; . il i -.1 :J :-:1 - ­ � -:-, -4 - � ­.. , I ........ ........ ......... .... ........... ....... olll.. wi ......i...... ........... ...�'-1 t- 1� -.1. Aa A t .+ ...... I - z � ­. f .. .... ... ..... KI -1 T A. I- N 4:-- J. A . .. .....1 4V mr A+ :7]- self with the site and shall be solely responsible for any damage to 4 .....V.4- :�4 3. A 4 J, existing facilities resulting ,directly or indirectly from his opera- .... ... ... ... .... .... A .... ...... ...... ------- .. .... .... .......... 1% ......... ....... 4 ....... ...... ....... ... ........ ..... ...... .... a .................... ­................. .14 .... ... ..... A 4 .... .... .... ... .... .. .... .... ....................... ........ .... ...... ...... ......... ...... ....... .................. .... .... ..... ..... -:4, 4 ... .... ... 4 . �... ­­ i ..::: . .4 ..... ..... A_. .... ... ..... .... ............ .......... p ... .. .... ... .......... .... ........ ....... 4 ..J ...... .. .... ....... ..... ----- A . ... .... T ...... ... .... ..... ...... -4 ..... .... ... ------- ... .. .. .... .... I - . .. A � ; ........ ......................- ....... . ...... ..... ....... ............ 4l. . ....... ...... ............ ... 4 ... ... .... .... .... ..... ... ..... .....T ..... ...... . ... .... ... .... .. .. ..... . ... ... ..... ...... .......... ... .... . ....... ... ..... ..... ..... ... ............. ------- ........... ....... .. ... ...... All grade stakes shall be set by the Contractor'or Engineer. Paving .... ... ...... .... . ... ..... ... ... ... ..... stakes shall be s' t at all hinge points, edge of pavement points ....... .... .. .. ....... ..... . ..... foot .. ................ ...... ......... ....... . . ...... . .... ... ---- ....... .... ... .... ....... ...... ...... . ....... ....... ............. .................... ...... .... .. ..... .... ... .... ... ... .... .... .... .... .... ....... . ..... . ..... ...... .... ..... .... ................. .... ......... .... ..... ..... .... .... ... ...... .. ... ...... . 'Al ..... ...... . ...... ... .. ...... . ..... ..... .... .... ..... ..............4 ....... ..... .................................... ..... .... ...... -T--------- ................. ...... ..... .......... ....... ...... .... ..... .... ..... .f L..:."..::: :::"!�+L. 1.- i .I ... : ... ....... ........... ..... ..... ... . ............. .... .. ...... ..... ...... . ..... . . . .... ..... ... .... ...... ..... ..... .... t. gs shall be constructed prior to paving. .... . ........... ... .... ..... .... .... ..... ..... t ...... ..... ......... ............. ........ ...... ......... .................. ..... ......... .. ................ ........... ..... ....... .... ... .. ..... s of- embankment cons ...... .... 7 ... ..... ...... ..... ..... .... ...... ..... ... ....... ..... ......... ....... ....... ........ .... ....... ...... ... ................. .... ....... ...... .... .... t .. .... .... ... . . ..... ... 77,-,�-,Ict7AF W.: these .. ..... ....... ....... ........ .... .. . ........ ..... ...... ....... ..... ....... ...... . ... ..... ................ ..... .................. ........... ...... ............... t ...... .... ... ...... ...... f -------- ........ ..... ...... ... ... . ..... ...... .... ... .... .. ....... .... . ..... .... ..... ......I . ..... ............. . ...... .......... ........ .... .... ..... ............... ....... .... .. ..... ---- . ....... ....... .................... ................ ....... ..... ............ .......... . ......... ...... ...... ..... ...... ..... ----- ......L.741:r.. ..-1 .... ............ ....... .... ....... ..... ... .............. .... ...... ... .......... ..... ..... ..... A�.............. ............. ...........+: .......... ............ ................. .... 4 ....... ..... 5f�-37 ............ ....... .... ............. ty 0 ra a ..... ..... ....... ... i...... ............ ...... ............... ..... ...... ...... ...... ...... 4 ..........% :-.: ; .4 .......... ............. ....... ... ........ .......... 9. Prior to installation of any paving. a materials report shall be ...... ...... ..... ...... ...... ...... n .... .. ..... . ..... 4 ....... + .... . ..... . ...... ................. - -------- ......4 .... ...... ....... .... sieve analysis and sand equivalen .... .... ..... . ..... ..... ...... ... .... ...... .......4. ... ..... base. .... ....... .......... .... . ..... ....... ... ..... ..... .. ...... ..... ..... ...... .... : w.. s a e per o a a a emen es s ...... ........ ...... ..... ..... ........... .......... *< ...... ...... . ...... ....... .......... .... ......I " .- I *,-,**.......... 1! ...... .... ...... ..... Fla 1%, ......... .. ... ....... tructural sections (prior to final plan approval) AP'R 7 4..... ...... .... .............. ........ ..... ..... ...... ..... ...... ....... .. ...... ...... ...... 4 ..... ..... .... ....... .... --- ...... ..... .... ...... ...... ..... ........ ............ .... ...... ..... ....... ... .............. ... . ..................... ........... ....... ..... .... .....: ; L - ­ 4� ...........1 14 -.:: - - .... ...... ....... ..... ....... ... .... ...... . ..... . ..... ........ ..... ...... 0c, t: ............. ........ ...... ---------- ............. .............. ...... ...... ... .. ..... ..... ... ..... ..... k7 ....... r ----- . .. .... ...... ... ..... ..... .... ...... ....... ..... ..... ..... ... . ..... ..... ........ ........ 4 ­ ­ -.� ! ............... ------------- ... .............-11 : , ........... ....... ..... .. ..... ..... ....... 4 ... ..... ...... ----- .... ..... .... .. :, - ...... ..... ..... ...... .... .......... ..... ...... ...... ...... .... .............. .4.. ................ -.4 -4 ............. ....... ..... t.......... .... ..... ..... ...... A 60: 4 ...... .... .. ...... ..... ..... ..... ..... ................ .....- . .......4........... ...... ..... ..... + ...... ........... ... . ...... j..........j............. ..... ..... ................... .... .... ...T ........... ...... �;...... ........... ........ ..... .... ..... .... ..... ...... ... ..... ...... . ...... .... .., I .1 1 :, � ­: -L .1.. .... ...... iy ....... ...... aced an sub-grade, a soils sterilaftt �j ..... . ...... . ...... ..... .... ..... ..... ..... ..... ....... ...... ..... L............. ........... ..... ..... . ..... ..... ..... 419Z 4C.0 416 CONS CTION NOTES & ESTIMATE OF QUANTITIES 13. Estimate of quantities is provided by the Engineer only for the con- U E PER STD. 303 -811 C.F. 4 his own deter- LF INSTALL VARIAllif THICKWESS A.C. OVERLAY ftitsm 1,41V&? CONSTRUCT CURVILINEAR SIDEWALK PEP STD. 304 V aF�010 SF wqsnew-T bkIVtAPPP-0ACX PF-11 S.TD. 20-S (2)-INBTALL 9800 LUNEN STREET LIGHT SAW CUT & REMOVE EXISTING A.C. BERM LF CONSTRUCT UNDER SIDEWALK DRAtN PER STID. f0?e1W=r-09 @--CONSTRUCT 811 A.C. DIKE PER STD. 313 jr:rZ LF &COROT. MODIFIED RAMP PER DETAIL n ENT OVE 44* AGG. BASE SF FORM TEMP A.C. DRIVEWAY APPROACH AS SHOWN 4 15. City approval of plans does not relieve the developer from res�onsibility CONSTRUCT SPANDREL & GUTTER PEA' STD. 308 EA INSTALL TYPE 'IN" MARKER & W57 SIGN PER STD. 406 JI EA LINE & TYPE 11G11 MARKERS PER STD. Ac 13 M7 WAE-6-t C11,41AV Av"W INSTALL TYPE 11G11 MA 7X%, ,� -44W eelr s r TYPE "DIIINARKERS PER SM. 407 @�- R STRIPE & INSTALL kit PAINT TURN ARROW PER C to A. San GabrielVall* ' y 1611V .4 7_ _7 7 C A17) rnia Gas Company .(714) 529-2889 A011 fi(F Z;P6-r.4 IZ- C-C 24 01 22 ........... m 17,711M- r I CONSTRUCTION NOTES (CONT) .41 -T 20 W 96�1 San Bernardi CY 77 AC 6 =4, P 4 19 SAWCU I A14D REMOVE EXISTING V3 -7474 - -4 Metropolitan Water District (714) 593 E. eirisr. Er *ALL r 20 CONSTRUCT SIDEWALK PER CITY STD. 103,WIDTH 'w PER PLAN 90 1 44 tt VA W1 7 r r, /A rla,4rld W,e//iE r) CONSTRUCT SUSBAY PER CITY STD. I I,?/MOD AND AS PER It I\8 IM vlfleol. ' SLUMP) n PER PLAN. (660-C-3750 CONCR�TE, 4 t;jl IV 191010VE OvIr RET- WAL(- T-0 CONSTRUCT 5" AC OVER 4!'CAB PER CITY STD 100-A ADDED BUSBAY 5#00 TH C4 L tj 41 I - - -f 11 RELOCATE ADD rAA PER PP-15VEMEALT-c�INSTALL COMrT§,PULLBOXES �ND PULLROPE I`IJ 3 Sr' '70 419.60' kN 41V ------- -A I R I b-4) % CITY w ESCRIPTION OF REVISION 114t1- -? I 1K M 8USBA Y Z% CITY OF RANCHO CUCAMONGA 4 12 -4C0AVi5AfFA1r D PROFILE CURY6 DATA 7 0 L 2' '5.5 VINEYA /a*5529' 50.88, /4;,.do' 6.46' -STRE,tr STRIPING GMAL NOM B 12'4co�49� 75./7' 16.&4' 6.3.5' 211' �t I - -e.I- -- - C 12*40'417' 150.33' 33.27' /&.70' .9 09:57 3,9 o`Af Is 117 TRACT 1.2721 SH B WM THE CURRENT EDMON 1274o 4SiZ7 4 APPROVED BY DATE N - 7- �y 4AI 9 AMSTOX 1, 4�� @�� J�Z 1RR16Ar10A1 7Z) CITY ENGINEE R.C.E. No. 23889 RIED MA TCH eX15 DESIGN V C7 PSOMAS/HARRISON PL-Mm CM ENGrFM veal ASSOCIATES L&M -,J, got_ 3. E N THE ENGINEER PRIOR TO re rltoAl DRAWN 3901 LIME STREET WERME CA 925a SHEE- Lr (114)684-7M 7V4W 111V46 41WAtI4 5 A141E OF ALL BE OBLITEUTED BY 4. ALL CONFLICTING STRIPING AND PAVEMENT 14ARKINGS SH CHECKED VRC-E. t4o.8/6'83 DRAWING NO. T L do-4, SUSSAY 36C rl T 44+?.f T.L-8.0 IL a-11- e-Z7 AG. DATE 111145464 FILE No.4,--)-",. .. . -. . • t, �� GENERAL NOTES . , . w M M.,.,,v... ....................: ......... . : : < . y- 1, All work shal be done in accordance wi s, ... ... _._: _._ _. _ .. .. < . < j _ _.._ , a City of . : : < : < : . . : > , , �� uta n a a < .�✓`� > �' Rancho C mo St ndards and the StandardhSsecpfan ; : . �; g ications for_Public _ - . ## . : �- �� �' . i '. _ < , < '_ _ _ __ _ _ � _. <. _ _ Works Construction current edi . < ; : ion. Contractor shall be tamiliar . . < ? i # F ' �' > a : a '¢ with nd shall be res onsible for dher < < <. .. ._ p a ante o ese an ards and :_ _... _.. : . _.. _.. t th t P 0 < ♦ f } 9 < .�. ..< .�... ..p <.. ..j 3 .... .j. ....} .... ..<. .. ((j S d : : . , . : cificat_ons. . P . ! . _ _.. .. . < .._ ... _ _. _... . .. e _. .. _. /5T! Off." JL < . , < .. ' c�i'Ch�'/V T. .. 4 . < I _rte! . . , , . . < . S e _. . - r '-" 2. All i elines or ub . ...< . . . . ._. ... , .. _ .._ /`3TtI1/6.�Gh!7 3 . LT. ` :. P P s structures of an kind tele hone or ower oles Od �'.. .. . - . _ . . , _ f'ir -eiDr�C l�Yit'�'�9 2l LT, p , _ Y P P P : . Q� � ,�. . water meters valves fire h Brants etc. shown or not h . : , s own he 4 . t se : V < _ . : .. .<. ..: ..... ' . t of waY limits or in ad 'acent area h o : , �/< +� er < n . . . r+- < _ < . < ` V .. _,_. _.._. .._ , _< _._ _ _... .. <.. _< .... _ _. __ _ .. ....: _ imarovementnwork isgto be doY h < . ne s all be removed relocatedw . . < . . ..✓' . _. . 1 - -.. ... ,_ . • h �► P or erotected . . , . n lace a u' > : fired at no cost to the t : , , P Rancho Cucamon a. : .,�'�' r 1 s req Y f . _... ._ .... ._. 1 Ci g . < ._ _. of �-� ! < f : . . . : . � h ...- . . . . < > < w . ,�- ; i I ti f < . ..__ .. _. _. ✓'�.. �.. _. _._ _. .._ _. _. _. .. _.. .. 3. contr trot erformin work on his e . familiarize him- . , < . � i \ - A Y P g t proj ct shall __- : , 1 . : � ✓,�� : . ! E;rt!!F ,4 � . 3 self with the site and shall e -.m,.. dj'rt2r : : �, b solel res onsible for an dama e t m. - K- a ....- ...-. .....-..�,..d,.,.......;..-...�..,.-,.�.. } Y o �. M ..�<...,.. w.... ... «, .. __ ....... ... -. < exis[in facili e : . , _ " g ti s resulting directly or indirectl fromyhis o era- < t - gt . < ! , . . - . . .. _. _ _. _ . tions whethe < r or not such facilities are shown on these lans .P -� P . : -'` . . i �!-� r ! .. ._ _. I . < < . �„+ �, < 4 . ermit shall be obtained from the . . , h �- %� A P Cit of Rancho Cucamon a En ineerin . , < , . Y g ti t ! < I Q i 2 . . _. -_. ._.. ... . . �� t C Department prior to any encroachment or construction within Cit of : , . y g : �. - �'/ / �' < = _ Rancho Cucamon a easeme - - . , nt or r t < _... ._ _., of wa . : ti < y . < < : i h . . .. x.... p. ...} .. ..-. ,.... ... . ....., ...w ..... . O < p ...p :... .. ... ... ... c .. , ... .. .. .... .. ... -. .. �r Poo < : ,� 5. All rade stakes shall be set b the Contractor or En ineer. Pavin . : -� Y g • � , t < p , . : : , .. ... _ stake h :_ s s all be set at all hin a oints ed a of a emen . ..� <_ < < < . i_._ _:. v t oints . _ , '�� ' within 0.01 foot of sub- rade elevation and at not re / g mo than 50 foot . __ :_ ..< _. .. .. ...- . < < . . __ <_ , ,.. ; : , : { r , } s intervals. Additional Pavin stakes ma be re uired b Cit En ineer , q Y B . � y . . . < , x I v as needed at war ed or vertigal u _ : .... , c c rve areas. . .. _ � . P Y . , : < < ti, . : . . . i € < : y r 6. All sewer, water, electric as hone or other utilit laterals . : �- 8 P < ! . i < w :. .M . .. a�..... -.. _�..v _:.. _. 2 a 1 . . .�. ,,� .. ,:. ... ��. .,. ... _... . �.. .. .... .. ... .�. . �. - �r. .�. ..��. ., . < .,<.. . .,..< � ma or crossi shall be constructed rior to avin : _ g P P g f 3 . . _. < .r : : I : 1 .r .. . < , i �- X 6 s 8dL' < : : 7. Com action tests of embankment constru k I P ction, trench bac fill, tom- � .gyp[ :..._ _.... ._ .. < .. ._.... ..... -.. __s . . t"' a < I'd �► actin ori final round and all ub- . : : P g g g s grades shall be performed at no . . _ . . . : : < : : : . ` : : : < < 4# - ", cost to the Cit of Ranch _ . . _ ._ ... .... _... ._.. ... o Cucamon a < _...< _. : .. .. :. _..:. A written re ort with these : r..::.. e.: :. EXrsTi.�r . : �: ✓ --w • . . : : .c. r �� : : < - tom action tests shall be ub ` s mitred to the Cit En ineer for : : royal .tom Q . . PP .err . ! :- . ..�' 4 . . : : for to the acement of base mater 1 . : , : .. ,; Pr P1 is s and/or scrfacing. . . z r. . " v h � vo < ter. t : _ . 8 At the completion of paving, a materials re ort shall be submitted to _ ... o . : .�'► v . _ : +✓'� the Cit En ineer. Lisin all . , :2 U .0 • W, :,, : Y g g tests or determinations tom leted to . : : , �` . .. ¢ er ' fv b ' 1it o'1 .,�'� ... _ .q v i sta i y i content and Grdddtl0n of asphalt Pavin g ,0i , g . 3 � .., -✓ m '� w . p . _ E ,- : _ : u . . : , � , . . . . .�, : : \ : . V : f 9. Prior to �. ,�lla i n of r s : : : .. . _ �7•G:+ any paving, a mate ial report shall be _ . .. } . . . < . . .._ .-; ti ti 7t to . , :- , , . �: : 2 KT. 2 _. submitteu to the Cit En ineer. Listin all est . < : d , r Q ` s or determinations . g � t � Y � s . <.M..... ...._ ...,... .,.... .._ .-.. _... .. . , tom leted o verif 0 L. < ... . .w ... .-..._ t and and ! ._ <.�.. .. � . �..._ ...m ;�.:.. . ._ �.k:.: _..... ° : -�� .., _. Y s e uivalent of �. v n a s : .. ...��,<. _.., .. ..� s e e a (� e _ _ . p._ w.. M. . V . : : A%� . w ; ega Z' g e y g to bas P < . : € �. �, p f_ . . --- \ 3 . p . '1F t. a r , , _ \ < . < y: 10. Pavin ' . . : : _: __ {. : 'l1 . , . : �• € g sh be perfo din accordance with R Value and Pavement tests : < :_ . b d k , : ,, to en to determine structural ec i ns rior to fin s t o al an oval) _:. .... .., ....: _.. ._ P . _... :,�� aPP : < cM CA - ►� . . . 1 : . . . . . . . . _ : - ... , , . p 'W ! 1 : : v +� , : : . . . : .. . _ .. .... __. _._ When im rve en s e . .. 11. o m t ar to be laced on native soil which consists of � a _ _.: _._. I r Q.� < . ? I` P P . < }- > : < : 3 - ,. < .> - _ . . _. X2'00 . < .. f - .. . rock material the sub- rade shall be re a ; : 3 y g p red b removin all rocks .. _ -...I .... ._ . . : h P Y g . _ t b.. <. _..:_ : ; a : 1 which protrude bove the sub-grade and all voids or de ressions shall . ; : : < : . , . : . . < P . < < .....<_ _._ _: _ ...:. ... lled with a fine rade material of a ualit et er ha ! ! <._ _...! <_ ..... t n the natio . .. : < : : . _ _ . 8 q . < h y b t . . p . } material ._ ,.._ _. . _.... .. , Y`� Q , . - . : h • . . . '�. - p _....._.... . .._ _..._ _... ._ 4L_� p ...... _. .. ..... : ._ la e . < . , < .: _..... __..< : ......: _ .. 12. the as halt concrete is to be c don sub- rade a soils sterilant . t If . : < . . . . - rm v< .,:m . _... w. . .,� ... ..... .. Y x � � : `... P P g : e istered b the E P for use under A C and P C hall be unifo 1 r A C s O.t' g Y 3d .�J ./�IfOo ,�/ ,9Z ,fes ,940 4-41400 � -07 applied at the manufacturer 's recommended rate for the full pavement width prior to paving. CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES r NGH~/C' < C/13�OF/P,gNCfif�Ct.GANIO/1(�A C.it f�S/�/7 C -- -- --- -- - - /a--CONSTRUCT CURB & GUTTER PER STD. 303 - 8" C.F. 4 /? l7• - .C6/J3Teucr S14EWAk_K PER- &TO 210 f all EGEIifIT/OrY=/23/.927 ��'A350/.5�/NTDaOFGUrPBCN�it-T//ENCJ 13. Estimate of quantities is provided by the Engineer only for the con- 453- LF INSTALL VARIABLE THICKNESS A.C. OVERLAY - __ O/'GU�f3�ETt/�iV60�V.bfiGO�P�YE�OFFOOly/LL venience of the developer, the contractor shall make his own deter- '` , v/NE�A�'� urination of construction quantities before submitting a bid. Any Za-CONSTRUCT CURVILINEAR SIDEWALK PEP. STD. 304 /'yQ SF /3 INSTALL 9800 LUMEN STREET LIGHT SON ST2UGT DRIVER PP12�AGI.1 PE.2 Std 303 item of work required by these plans which is not specifically listed I in the estimate of quantities shall be considered as included in the -SAW CUT & REMOVE EXISTING A.C. BERbf other items of work. 1'F /'f CONSTRUCT UNDER SIDEWALK DRAIN PER STD. 607(rhY--f� '. _ , . • CONSTRUCT 8" A.C. DIKE PER STD. 3I3 i _ ___. .___ __ ____ - 8.32 LIF /✓� CONST. MODIFIED RAMP PER DETAIL 2� h 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 5a INSTALL �A, A.C. PAVEMENT OVER �" AGG. BASE //•f/d SF /� FORM TEMP A.C. DRIVEWAY APPROACH AS H 't, 3 • /I % _ _r'E'�� shall be constructed at each intersection. �- k, S O W N i -- - o-CONSTRUCT SPANDREL & GUTTER PER STD. 308 �- EA � ✓ `-.Q 0 5. `' 1 . . 15. City approval of plans does not relieve the developer from responsibility \ IpQ 3 IDI k 14 ' ' • ; .. 3, for the correction of error and omission discovered during construction. 7�--- INSTALL TYPE "N" MARKER & W57 SIGN PER STD. 406 -�� EA V Q I IOC 0• Upon request the required plan revisions shall be promptly submitted to __ ' the City Engineer for approval, Lf r- 1 \ 775'0=7" 8�-PAINT WHITE LANE LINE & TYPE "G" MARKERS PER STD. 40? � a eke v Q 'l'AN�/T/ON /77G�V 16. rk si a and xterior streets shall be in a neat, clean, hazard free, \I Wo t e a-PAINT 8" WHITE CHANNELIZATION LINE & INSTALL TYPE "G" MARKERS PER STD. 407 X'M ,k t v 1 W 4 . d'fo2'AG,O1AtF . - . . 5 ' - . ,4_, ,e /z 6 o/F/El�WAY 56LC114IR�E'� ,At7 orderly state, throughout construction. Site shall be cleaned upon • PF EGOrt/G. 5<We.(1r ' ' �E A h request of the inspector. // /� PAINT TWO-WAY BARRIER STRIPE & INSTALL TYPE "D"'MARKERS PER STD, 407 D Wv� a N �� .' � , h h Q v STA/G d �,1 h` V 17. Contact all iltility Companies as renuired, ..8 hours prior to excavation. !/ PAINT TURN ARROW PER CALTRANS STANDARDS 0� , ' NQ Q h ��` h'� ° ���� Erovided for our convenience are the tollowin /tr�E r3 h % 16�� - . 0 h\%, 4s�sd 4.° � ti y g W a /2 3 ,,, ��"�'H�/I�EGO/'i�v�1L� A. San Gabriel Valley Municipal Water District L ry 0 � 01 h If \ W n 4 13 d. � Ohl .4r�L vr�/� b �; � � \ Z�t�` �� /2 W <L E.1'/3TG G 8 Mr. Bob Stallings (213) 969-2718 a.---/�T.it/t/G/•1A�7E 1 �y ��.� A G. - - ---- --- - - - . e oad construe ion ` '�� _ _ - - - f _ ,. tv�w or ase in D G ,P r W - _. _ __ __ __ _ _ _ __ r » _ _ _ � _ � �- - �'-___' • _ _ _ _ _ _- - _ _ _ __ __ _ - . -- B. General Telephone (800) 422-4132 - __ ___ -__-_ _ - /OI`y_ _ 4 -i - _A0 - - -/O"W- - - ' - /a - - - •-4 /01W +� ,l - /G - T - for underground service 61'/3 A.G�ip� -�r� f 1iy/1!5 G_ /ON - �2 ` N �I����bv - V � /pd s'y� 3 �� ppe/�,6G�E, // 9 �� - + �� O f�,4111 j/�/�/(,,/�' �RE� J C. Southern California Gas Company (714) 529-2889 A v + a ( ' B '/D`/ 1 F�. - -� - - . 2191 C. Hitch Street 3 n� Q h (U 1. / �' hiS f 3 �AaV W�s�GEFTTUY.yLA.yE Brea, CA 92621 (714) 529-7070 ./ 3 / _ _ _ - __ _._. v: 1 p2,_ _ _ �,� � , - - - S/ . _ - __- - , - n -1E,V511��7 - - . - D. Cucamonga County Water District (714) 987-2591 �' - -� �- - - - - - - - - - ----�-- - _- --_ -_ - --___ - - - COrE'ff'GN 88 _ 1 .E.YisT.4 G drE.Yti1 ,! l C f'J'�.,PT '.rt¢JO R O _,_ `, - - _- - �� _ s _ _ -` yi, I F 0- �� V 9641 San Bernardino Road / ;Ji _�1 a.. - �'_--�'� Gtr ..---- _. %'CGT �'�=3�D' i a'* - ` J., 4r� --�_�_�--_' - �_�8'le r ,. �(Z- T7ivO�iC� _ - 2`- \� ` Rancho Cucamonga, CA 91730 .t�za�� -- - �� �� ' - �+�- 'F''��'�� �- �+ - - - - - -- - - V ^ E. Metro olitan Water District (714) 593-7474 R � �, 4 0 P - �FfK h P .0 Box 54153 �Sri1!�r/�//ZGSE 2 ,�4�0 / Q�2 /5( Jah filrs� S-hi. v eih E V l� T / TNr/9//IG.It I xIs� v/ /¢ � OTEGT//l f'!.4 , -,y�ie,rr"/�!'.tYGAl/OrvL/N�"- Ec..r 1 I4 17 Wit► I J s// W \ I I y � ., v � Los An eles, CA 90054 I 3 � OTLG7r-IRI CE> rvrw/-*Ile"E V `C I� (� v ` g e ,�, 44TE.e'!/.S6 ./1-!*-_ . iP, �'�T N�/9//IGS. /S I �U' ,.� (-f-•E'OTEGT 1,V Rif G� Q � ��3 N OLorVGE�!'/.Vl -. h,��0, I �� If� ,r�pO '� �V I�` o � 4 K 'w F. Pacific Telephone Company (714) 999-5639 v W EiYlOIiE� .a-�O M ( I h a =90 � "A ►, s h � � T=z oo !A i i !6 k r�zoov' � ! % � M v ♦ � � � � W 3,V I� , V C '� j� . * U V I, \ �l � , _ - I � h of oa IT k � NW SGALE. /'sf0' If . W � o� o ©ESCRIPTION OF REVISION GATE APPROVE , � � k 'h _\ : " � k � CITY OF RANCHO CUCAMONGA hm _ _ , FdOT•i//LL d V07 I PLAN ANS PROFILE _-_ h v 30' "Ve .. o �2. - VI NEYARd AVENUE STREET STRIPING GENERAL NOTES 0 '�� h ��, /2 " Q W e M "� I �Zo , 24 G.3' . \\ Q 1 . ALL SIGNING AND STRIPING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION �� �� I i /o- .., , ;_ _#, , OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA DEPARTMENT OF __ I IV �OO,EV,,414-1e s - -a I °M ' z.¢4i ¢-¢¢i DAT E /L�- TRANSPORTATION. - - - ,� ''' � •� 5 - ��.--- APPROVED BY 2. THE EXACT LOCATION OF ALL SIGNS WILL BE DETERMINED IN THE FIELD BY THE ZI ��- i f 3 //� i' ,, _ _ - - - - ri .�O� s ., ,_'- , " %�\ �/ CITY ENGINEE R.C.E. No• 23889 ENGINEER. I ' I I - =� - - - - _ - -- - ?9fo¢S1� y� / DESIGN tECOMMEND IPE!'-d t/fT.i'LCTA.G. Tn i!r,9TGH/ ' � - 1- E D V - fLO�IiL/�UETOpiPltal>�6lJ v�j J I i ----_-,4+ q/-_. _ I--- "� �1 17 PSOMAS/HARRISON . 3. ALL STRIPING SHALL BE "CAT TRACKED" AND APPROVED BY THE ENGINEER PRIOR TO A.G BE,f'/f1,Ait/Vpif�EYENT � �- I-- & ASSOCIATES „�t. h • FINAL STRIPING. l71r,411t/fIGEFXalf-f FiP/it/ WO ,/ �/�C/AAL /S-�'EGT/OWN/ pRA�yN 39oi �iME STREET ,�fVERS�E ca 02501 A E�E'Ol�t/ it Ol/TE 17.E/l�E a AI' N 0 �/�ET H�iL./AVE V�� y (n4)684 7�3t • 787�rn S H�- 0 F _Jq_CM /T3/tl,4p 4. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE OBLITERATED BY __L A N/ 5' E IY7-S, SANDBLASTING UNLESS COVERED BY NEW PAVEMENT. ^'TS T,1.68 C CHECKED C 2 ' '�.E• No�'F�3 DRaWING NO• _ 4 . E_ _ -- E N o / 900 � .- � ! �t DATE // ZE FIL -