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HomeMy WebLinkAboutRc St Improve Plans 328/18 Thru 328d/3 328/18 328/19 328/20 328-d/1 328-d/2 328-d/33 2 8 f 1 -i7ru 3-2 0°�d xN Ir0 aid I f �ti 0 9 f ! `° 9 �` \ V -A a b o ID I III I III I N M m a 4 I III I i \ J' p y 1p+ \ ' 1 i a N N 24 12.19 E. _c. R. I�nrJ co�ls7i IIucI� an I Op/ ! _ - o fj16�8758 h' \ ":�'4 1�1' /`/ Ik013' ICI o �D131 k kp 1 1 \\\ m his Bpii `2/ � / tj� .. _.--- / .. R,.,3.' R•3'. _4.C� �% ..? /3 69 �� 1169 9 q.398 / '_ 64 q3 _ '13 11 i9S MI6 � 9 X I/bb", 0POOP 3.•`I `Y F`- ru l3+ l I 14 It Sr Bg h qi v h ! 0-5 5/GG70E hll��l I Il��p �1�.5f13� `� 5r775 01-1 IDDI III gBG3Y � t G!•--v , ti III S.�S' 1u1���� —�! � v el 13 s�t96�-�-�Ib1B fh93 ay�1 P, f E 77' �13 13' In — 9 — R dreafes drsfa/�ce ira,� curb 5! 2"° e � f3'— 0.1 u�za o' face /o tro�r oPSia'erva/k �OtiD311 1g�0' °j la Q3ti� 3f9a.s ►� A/ I � J 7 /3— ii 111' 00. Q 119v h 171--- 0Al + w� /B'— I,l,+ 0 to Ir/dicdfe5 height of bpc� of ! 3tigo I a ZB3 8.5=qq lb3 i_� I 13+. 2189.aa E.yr. —Ia II II I IIfD /3�,1�. ti3 a sca�E /" = /fU I ,4lQi�'llG� l,�g7Z o la o r ti 6 (o �s G. y /3 I p ti _action /Vo&s 1159 2+z oI D"I �` — — 1��Zl-an-- HlI ,��II �,. I ?•@$!d¢wo/k c:,dfor/gndCqp romp eer5%no'ad 3Q I(yCagsirucf conc�rf¢ sidiwo/k perS� Owy. 0309. 1 /u � � !¢ Con�rucP cancrnis srd¢NieUiC pa Sim D,vy #309 t i h N 11ti�W � gyp' �� �. �� 1� � • � ��a y� �� 6�.� tia ,3 �./ �a yy• a" � � />/1�/V D`� �%/ I,,' 13 11�01 13g /� Iti ti� 13 11D 10 P,, ti ` D QI 0` 3(D, 1�' IIID D �✓ 5q ,(pD II° I�IO P.o < 11°li`' �' 1 1 �� ;% k /,36%111D \AIDz Ot. 1 116 J S / 8 � 6 _ I � 1 . k "~_- 1 .- �Uo t. -- ./�S 1D.A AWOXV ����� l%%�C% 11h il5 �� ��`� 115✓���/ Ii — l /1S/�/�%�G%�%// //� /�/� % /j/% �..�— R:3 I ae3: 1 ! --. H(z1.j �C LY (/0/H HYt/+ GD �%'A ✓/. -- •_. ! REDOMMENO[D AMMO D Dt'II C. CHM D cIT a E[R R.E. NE z 3 s bI DATE I I= G 8 I lU 9 5 Cf�KEO R g N9 24 3 SHEET \ i5 DanwN YJINELSO C^ y 17406 C t/f�Ll2/DOD ClkVZE /8 OF ZO 7D6 ...... -. 30X REDUCED PLANS p 1 2 .3 3 INCHES ON ORIGINAL PLAN- x r r - /,_ 40' !//NGENT A VENUE ^ + 114, See sheef 20 0+7/:00EGk. I I�iatch lice ii I 0+7/•Qo E.C.R. /3 �0 ' a=iI l 10 !4x 013 xy. 14 x0' I I � �iQQGJN coks7`wciyn. ndJ`e5 C S/ogwo/k and/ar hant/ieoP ramp per Sfcndai4909. /3 Cons%rud' coot. sio''.Wllk Rcl-6fa'. Dw9: /4 Cons-Im."" acne. side va/A p¢� Sid. Owl. x` 309. {V=6 + Fr IT Indico/rs dls�nee rrrom curb face fa AMo of ,vdew.lh.. ool caf¢s %ry: F of lwek pf sdewoi., cbot+z faP of curb. OAK 5TRZET G•an�rudTialJ II I Of7/�oDE, :R: A 9 -- h LE6ENr7 5r CITY OF RANCHO CUCAMONGA ,O/L1. i1/�GZGL A[CJYYEYD[D AMI10�'tlry' � (CITY ENO , 3 CHECKLD Mil[[ " #•[. Yl �3 g� [ [. Yo 24935 SHEET ,W s. lVbZ50N ommo• 171,06 MT. 6VACW00D CIRCLE OF 20 FD6,IV7,4/N !141LEy, C-4.5',P 7/4 557- B6d 0 6-1 M1?;Ach ' H.C. i I i i 1 � i I I I 6 •f•97.0l7 B.C. �/, p5 61-57 / 45t�9 'D0 +99 "7 y � 1246 I I ;r. ARROW ROUTE r�si5-u��a,; hots Sid¢w9/K or/o'/arforJdicdP r9m�o Pzr SAZV0i - 309 y /3 Consiru t rave:, sioec✓a/F Per S>'� Owy. 30,? W= 4' P 14 CAJSI add ' Gax. s/be/v9/K / er 57S', ow 309 N/=6' 47"" G3ya7 _ • 43+9s 43t-7/ 43t<:9 4" so1s8 x1.DD X. 27 i o r 47e.21 4 "60 43t60 45" R; OOT���I S6'�9S ABr-63 In�emes �s� Prom WAG •10ce fo /-"/ ore all ILrW i 06ore Ib t3 x, 47*2/ 2' CITY OF /3 O. RANCHO CUCAMONGA ' BY _ TRZTT MARNIZIUE�.�T �'. IZ? M. Na 4 2J S/OL-MZ, ' ALQNS 0Q ,WMI41 111NZL"/UI Alit; zz �t¢orwOoaD A►htova6 L1W �" ' /3 � 'r • NO- x 10 Olapccc air c maaR •.a. N2 z 3 If *ATE If- G- S o ammo k.E. Ne 24935' SHEET 45�-so ly G. NELsoN DRAWN 45t3sg--�� I740a Aff CLIFFWi90D CIRCLE 20 OF 20 FWA1 AW VALLEY, 64. 92708/,i4�ssi-teoo GE N E RAL NOT ES I , All work shall be done in accordance with the�r �Iaris, the Cit,v of Rancho Curamonga Standarls, and the Standard �Peclfi- IV07-12�,=-_ 7Z:7 CL711V7;i:,74_-'r<�1X �51 cations for Public Works Construction, 1979 P.ditinn, 'ontract,1v !1 �o familiar with ana shall be responsibie fn)r AZ,I- (_�271V71V-qf7-01M A4Z7 51q0WIV /j2F A 7L=-_ adherence to these Standards and Specifications, 0A1 17 6�141_11_ C_ZZ10616-7- 7-/��/,f 01`��IlrA7_10M� _59 2'11,17' Az_'1_ 2. All pipelines or sub­ru-�tarc,- of any kind and 01e,ihonn or powEr i al watei meter, valves, hydrant,,, etc., 01own or 14:��VV=ZV M177-1 A �574�� /c:Z,4c�IeF 72:�' A*A'7 7/-/-c:7 14Z-L not shown on these Plans within the limits or in ad,-rcrnt areds ube-e improvement vicrk is to be done, �Jiall bc rp.movH A1127, 5�46CO-AI71�-AC7-6��,- 5V,461_ COMI-4Y I-111TI-1 777� OCCUI-ATILYV_4:� -54142F7Y or relocated as requ-'red at ril cost to the 01.,; of Vancho �uclroilqa, ,�W,51 /,�_;Z_ 7/-/ 1q2F6U4,,4 7_X�Vg 7712-5 :57- 1_A,5VJ' 4AIr" 72� �_ 617-4 72t-- 0-- CXZ_1,1-�KPA114 11V1 3, The responsibility of adjusting manhole covPr-, r- Tivi -ppair and Pvinn i,enlacemont in correction with evpr and vater 621IM5f,5' /I line installations will be the resoonsibi'itv of the Pa-,-inq Contv�icl,-ir i-L commlotion of i,avinq and ,hal I br. arcrim- 71714' CIVIZ- 611,-,4ZZ IV07- ��F 11VAW �IKK /4;E�-IK7 71_'7� <29A17-_,'F4C72-2K� plished in compliance with appurtunant ordii iincf.s an( standards. ,4/V4? Va5CW71i-,4�722K� C01-11-Z14A1C2_=- M1711 22-_c-611-47-10AI41_ _-,,4,-Z-rY AVZ2 A,�54_171-1 4. Any Contractor performing work oil this projoc', .vill fr,,*liarize himself the iifo. ii,� P �,fjl�l, responsible A��'-_a6LA7_IM� " 0/c- 7/&,�F 61,55' 4� ZA&511f �V/42 7/-/,!F 9T47eF for any damage to existing facIlities directiv ni �­,Iirect",y frol't M� opcv&t1,jriz. ,irtpther :, iv-sk -uc*7 ��!-Ali_ 0,-- 11VZ7&57,,f1,44 1q�F,:571_1LA7-101V5' 7-//-C- ties are shown on these Plans.' 7 7- // .:�OV7,,M:� Z, -Zle7l _-� / - ��.4_14 /-OK' A�)e LVI72F 5,1,f11Va 717� CovlqY,-- _'7,--- C_-)M97_e6�--710,,V e9,=- 77-11�9 5. Shading on strtpt plans indicates AC paveme,�t to �-o insto.!. X,' 7/7,/47' 7-1-IIV q25�P611,f62V2W7 4f2�21V7-11W(,7e15'1_K 4191�Z'r 41(147 ?V IV_ VIV,4Z /qAZ? rl-1,47- rl71� 5. A permit will be required from the Citt� of Pinchn Cuctmonqa �nqineerjrtrf �;epai'tirent pr!-,�r tr� aRv PorroachrFrk or ran- C,:51AI7,,�,-4,-7Z;� 5;�V4LL 41�V I-IOZZ2 77,� OIW6�f 11VZ7 54161MFyf struction wilhin the City uf Rancho Cuc;-,mono, Easpii-ints r); Rights-of-11a". 411,111" 4AV 41-Z ZI evf AZZ6��zg2FZ7 /4/ 4fZ2AW&-i-e,-r1KW 7. City aporoval does not include estimate of qiiaotitic-. W17-H 7-W 0,- MVX�(- f2lV 7�Vl,- Z-::X(5Y7Z21A1S 41AAFIZ-17 -M5- 6Z:2Z_6- 1Vt-FaZ1ae_WCZ- 6�- TMF 0A11V6f e::W r/�� 6N-1:5�11V625-e 8. Adequate stakes shall be set by the Engineer to pnaHr the Contr.ictcr to construct thr.. work to tl,,e plan grp,.'es. 9. Subgrade stakes, dir'ven to the pavement sul.qrado Plp�_#,ltion, shall bp set by the CnnLractor or Engineer, The stakes shall be set at all hinge, edge of pavement, ann rro�,n points within 6%,"14 foot of subgrale elevation and at not more )c:3'F1VA r2f 5_V45711Ve6;'F9 Al(:::' than 50-foot intervals. Ao�itional stakes may be nPeded at warped or vertical curva areas, Subgrade stakei shall be in place prior to oav4ng to permit spit checking of subgrade by inSpe(.Lion personrel 10. Compaction test� of embankmant constructiri, trench inacki"ll, compactinq original ground, ann all subgrades shall be ",:!91,i;1,V C_)Al z�7,C­ , h�F�� I-ZI41l,� AF67 0167,-41A,��rZ-- 13Y A performed at no co�,t to the Citv of Rancho Cucamonga. A �rltteri reprrt with thLse compaction tests shall be submitted 7V 777� 6'5�7_ 0,- eA10MZ_,--06;�F AIF�l /Vc.) 6)(1517-IA&I-9 to the City Enflineer for approval, prior tv placement of I­ase matp­ials and/or surfacing. -1-- --//0A/W 62AI 711y�_5,_- /-;Z'_,q1V!5' 72V_1-e--1-V!91A4F&1f Mt2 / 1A ZFIZ- / 7->,- A,-, 7Z2 71�� Zz'��-A _,rX5W-e? 01' 5,4147 Z 11V25f IV6;� f /&z�K' 11. At completion of paving, a Materials Report shall be submitted to the City Engiriper listing al I test or determinations U7-1417)1 6W 7el��<5A�71,VIV Z-INFS A///09-- Z_,:5k�-A7'1z91,,5 Ae-= A4527- 6YVI-VIV 77-1-F comple*ed to verify: 6y-1,411 6,e- lte7l-,-YIIV<�� AZZ 617-11-11-Y ��VO 10FX�V-47XW (a) R-Value, sieve analysis and sand equivalent of a-Ilreilate bases. 7-0 0,4�;' S�'c-AVA7-1,:�IIV 6-?(/jL7- 1-6-�I-A7101W 7H-19 A,�9K� 0"IF A4�`T 5,q0-AVA1 1AF1,5L4r62,11, (b) Stability, oil content and sieve anal.,sic ol asphalt sirfacing. AA,V -2�'W WY /2A1VA--,- OW 'cM07_&_sC_71,fW 72::' ZIIV6�� 12. When aSDhalt concrete is placed on native soil whicr, consists of a -ocky materi,l, the subqrade Shall he prepared hy removinq all rocks whick protrude above the subgr;dp and all voids or depressions shall he filled viiiJ a fine grided material of a qualiTy better than thr! native material. 13, Contractor shall notify the City of Rancho Cucamonga at least two (?,� working days prior to commencement of work at telephone 714/984i-1851. 14. City appruvol of Plans does not relieve the Developer from the responsibility for the correction of error a.ld Omission discovered during construction, Upon request, the required Plan revisions shall be pronptly submitted to the Cit.,: Engineer for approval- 15. Estimate of quantities is p.�ovided by the Engineer only for the corveniei� - of the Developer. The Contractor shall makc his own determination of construction quantities before suhniitting a bid. Any item of work required by these Plans which is not specifically listed in the estimate of que-,ttities shall be considered as included in the other ite.ns ot work. 16. If the asphalt cc:;.,:rete is to be placed on subyrade, a .,oils Sterilant Registered by the E.M. for use wider AC and PCG shall be uniformly applied at the rianufacturLr's recommended rate for the full pavement width pr4ir to pavinq. 17, The approximate loc.tions of underqro,,nd utility lines are shown on these Plans. The Engineer assumes no liability as to the exact location of said lines nor for utility or irrigation lines whose locations are not shown. The Cont,actor is to notify all Utility and Irrigation 1'omDanies prior to work or excavation to determine exact loca- tion of lines. Underground utilities or structures were o�tairied by a search of available records. I'S hours orior to excavation, ri-)tif�y Southern raliforroa Gas rownany, 2191 E. Birch Street, Brea, California, 92621, phone 714/52(1-281039 or 529-7070. 43 hours prior to excavation, notify General Telephone of California, phone 300/422-4133 48 hours prior to excavation, notify Cucamonga County ',later District, 9641 San Bernardino Road- Cucamonla, California, 91730, phone 714/987-2591, AA, FOOTHILL BLVD. _ARROw RT. STH S-1 z z /1 bAff ULVAIARDINO AVE- ON7ARIO MOTOR SPEEDWAY SAN BERNARD11,10 FRWY. RTE. 10 Hl- Vz 2 VI"CiNITY MAP SCALF = I"=5000' 4dcle d Wb,*7'e 04 v 5?­ 4�;Le­ �z 405) 0 AziWd A'&.,e, 4­� ee;'z �/�(/ - i = I , _r ))- __11K DESCRIPTION OF REVISION I L DATE APPROVED �j \,z CITY OF RANCHO CUCAMONGA Cl,-(15EL�5D '1_7 VE4R N W Ca,?AL-e 0,4" 67rVe. '2N 5. W Cal_-Wh7R PLAN AND PROFILE OF 9,c BZ,06. L 6�-4eA�VAI AlrZ-. e 11AY-cAl ON -SITE STORM DRAIN P_411115ZZ) Z?47Z11V .9 - 6 �3 bZE;.4r1aV 060 aA�­ 'a' 3 FOR PARCEL MAP 6206 64ND APPROVED BY DATE PTY ENGINEER(���_��_ R.C.E. 23889 6-72EET DESIGN I I - __jFE3_MMFNDEO .81,1515 aE 'VrZA,71.�Z LWnG 711_A'9Z4A-JA1C eQ2,0,711Z' CZAMFRUNE 5XZZ_T 1:: -_ - A - -'I-A la&l L.D. KING INC. ,�9,4_,40�Vitl,q7zc. 5,0eN 00,411y /400 DRAWN 57 N. EUCLID AVENUE -HEET W RMI -2 0. ONTARIP CALIf < ?a e�rR15 P,,0.,c /05 eZeMQ5 0,,c' _:W,66eA14RZ?1.A10 f40afif _17,�XW Le4,�V 9813-549 MZA17)-, 6,,fZ11V,-1V1W. Wh -5 a5EP ,t5 2�W34i�rl-5 91W-477- IV&*047'? I 1,F" I _L_ or- 13R CH M41,NAGE FX-E IA326 DATE F1 CHECKED �e DRAWiNG NO. a � Pf?(MEV -ENGINEER- RcE. 5IB75 DATE 328-D 14 i0A REDUCED PLANS 0 1 _�3 LI-t I-L-Lo I I 1 1 1.] k3 INCHES ON ORIGIN!,L PLAN-d 2k, Ab 1170 :-'21 11655 v vo 1160 1160 H, .41L 11:55 N tn 11-55 V* ;> 4ZZ- -:7 �j 1160 1 [1 1 1 A, . 1\11 1 114, 1150 �j 11,145 4o��- A ',k r -36, Ile 5t -Z 2 ?4 Z- -L IN'e-T411Z 3-95. 09 4 /,cF- 1A 5 17, 4Z Z- v — 24 /Vn:1 M— '51 -J //O/�/Z- - 1 3 4 5 6 7 8 9 50-11 11=401 36, 14' 9CALE: T a. /vo 04Se = h3--0,C21N6 11V 'a) /v -,722K-1'-1 121FAIIV N- -/Z -c'rA I I- S H 17) "p:p t5,-eL- 5/-/7- A,0 7 "ol 12 -z9 - Y CAI �5S 6,EC71 Al e 51,4 S 1OZ9, 049 �p' lvr5� 8 --Pit 81t S 4 'V V' !30 6�y r zl- f d V-1 10 % 7, lb 5Z5`2F 61-ITA1,:57 7 Oro 0 N- 4 AT -ce Na Re,, R ,q c 'o A, DESCRIPTION OF REVISION DATE Z—COAI,57-A-1-11110 Z-A:�-,-CZ2 -577Z2 1-1-AAI (,�EE 5HT r-) CITY 0 F RANCHO CUCAMONGA w (6- -co4lgr . c. g. No. S Px��e e.,4 -. A C.0, - 7, AZ, (SZ, 5H7,6) CVN-ir Z-0. Alb. 0 Dce 1.4- c -cC. D. S;rD. PZAN 8.6 CVE,5YT 4) PLAN AND PROFILE OF % o' '7 r 57Zk 02,4(1 00393 (3ZE,5#7-7) '@)—co/v'57 come. 'o-'zF UTICA AVE. STORM DRAIN -ziT7 5,Z Az'� ef -f C. IcC,9. 571P, PZ,41V 0-D 95/ r,5eE 5H T 7) P. M. 6206 % Q FROM ARROW ROUTE TO 90d.L NORTH "K DAI IAPPROVED BY TF JL-&-Rt� CITY ENGINEERO(Z���/"'/�� — R.C.E. 27889 DESIGN RECOMMENDED 6770-,lW '-��41AI L.D KING INC. DRAWN 517 N EUCLID AVENUE SHEET !��TPIDOALIF � J714) 98q- 549�. OF 7 1 eRA�CH NAANAG R / R F- 14326 CHECKED I DRAWING NO. , W'l IV, I PROJEeT ENGINEn RCE 318 '328-D -.911A L.D KING INC. DRAWN 517 N EUCLID AVENUE SHEET !��TPIDOALIF � J714) 98q- 549�. OF 7 1 eRA�CH NAANAG R / R F- 14326 CHECKED I DRAWING NO. , W'l IV, I PROJEeT ENGINEn RCE 318 '328-D -.911A ae n 3 4 5 6 7 8� r 44' 44' I+ ` J� ,jN iPC.P, G L T 7 I(/-c C�rVT ' p (? C.B. Na. 3 1 � �9° ���%rr -7•$.'G�'>' 47. /2' �5.9�' L G.Do i/= 4. S'�' / Ii DES' 0�8 �02 R .P, G4TERAG 'G" /STALL 3�r'.'C°F S'TOFtiI d.P.9JrV V S� O `V n /��� 144 � w I �,�- �� � ` loll � —10' W Ill `I 4/° `p I \0 I L _ 52, 8 It S i 0 3 i----c0 5 — 811s, - — II n m — Fi� /rVST.ALLAAI '7 D 'h X � O h VI), g I 6 a 3 7 A. N � C', _ END (oT ONST. ,PED •r,9f� AY.E. �- �. eTel z�lz.z9 p ZvrvS'.rQUf_ 7%f 2, V AVo?-ES`' /,,b e PE,Q L.A.CF.C- STo. (SEE SNT. 6) 0 u - �AiVS'T..r B. No..? PZ-O L.A. if r C:,D..STD aLArV 2- D/63 (SEE 597: 6) -C-Q,,Vs L.D.No,? PSeZ-4.C.rC.D. STD. PLAN 2-D88 (,5EESRT.6) -CONST. CO.t/ . A//mac': COGlAE' {SEA- Z.,'eI C.D. STD. PI-411/ 2.0 393(,5EE.51YT 7) O 10 PROTECT EX/.5 SE{1/�,P PEr G/,!C. F. c.0. STD. � -e: E$/C5EE .5H?: 7� S 3 1 i 70 I 1160 1 I i 1150 -,�4' d4' h _ U;04", A 0a„s i 9l O � C,9s�ITBEOJ/�i rN,gcco,FLu/Ncc 6720 j472�4AI /Vo• peTAIL. -5H7-. 7) /u T-S /NS7,--5PZL SEA' SyT 42 u`6g.�TG �9'P�P L,4TE,C41 �e..3z�•�`�" P.POFilE- THi,S .SHEET 5TG3 ^'IQCJ�?4/r(% 5`fiee�Alame Revisions Per /:»carfcvj 24d2?c^�CI!✓ICCNT�I�D�P C.B.No.3 DEGCRIPTION OF REVISION DATE ,APPROVED CITY OF RANCP0 C'U AMONGA PLAN AND PROFILE OF o t- RED OAK AVE. STORM DRAIN z� P.M. 6206 FROM ARROW ROUTE TO 700'A. NORTH It APPROVED BY CITY ENGINEER` 7-��` "s% ? k.C.E 23889 'ilESIGN I ■ wl ns RECOMMENDED '.A. 5'le/✓arl-l' LD, KING INC. ORN�VN 51`1 N. EUCLID AVENUE SHEEP �7c'>vU ONTA 10 GAlIF. 719) 9a8-� I 3 OF _ li BRAN M.NAt g Cl b ATE CHECKED DRAti: IG NO, PRO. ECzV ENGINEER RCE 31875 - OATE f- ���_, r do REDUCED PLAN8 LLLLJ 1.tyJ_IJ LL4I LLILLLL7� I 3 INCHES ON ORIGINAL PLAN-d