Loading...
HomeMy WebLinkAbout419 j , N ORTH StDF_ BENCH MARK t I f3. N1. NO. 10 13 GI T1' OF 9ANGHO GLIGAMON6=A , f } j { V4, , : , , LOGAT 101 ' lu tD ! NE GOTZNER FOOTHILI-- dL�D. -fir HELLM^N I`vE. 13' E OF 4__' HELLMAN E. ANp 50'r4 OF FOOTHILL BLVD. DRIVE PIN , j I + Z I+t +M CONST. VARIABLE THIGI4-NESS G�KLAY AS I�AZLtIF�ED o r 1 W G.5 IN T (1 AG D lA T Gu d GD taN E Q P R S.F.SE. GO O F O GH f i i I - t`- i , N N I'L 5 THAT NEw vAR I ABLEIZ 1-O D y v p � i �, N � tj � ( i P•ND I D I GAT E D O PN UGH T P• �f o * f HA !n .(`}��� O O `n' > 4 `V E v g,4.gy �` i SLOPE POFZTION AND ,0 0V51ZLY A.R•E STEEPEK T N ELE�. 1205. 224 } 1!i + dp r - " ExISTING PAvEMENT AT JOIN . o. + a GENERAL NOTES u aoo � _y- ass >> !+!� + • 1. All- work shall be done in accordance with these plans, the City of Rancho+ ♦ 6 ,atTE POS T&r OFG Cucamonga Standards and the Standard Specifications for Public Works Construction - + 48' N OF 4_ N + i 1 a i - current edition. for s!,all tr familiar W1 I and shall br rtisix�n >i;>1«_ for - jj dlc W : Z # �} N _ _ ._ j A adheranee to these ndard, and ns. _ t � � + Sta s Specificatio dj,4,: W - 1 40 2. All pipelines or substructures of any kind, telephone or power poles, water v 1 j j N mac. E.P• + meters, valves, fire hydrants, etc. shown or not shown on these plans within the , 1 _ , 1 S ' NA Q �? O 751 / CI.OaO °+ f # right-on-wa y limits or in adjacent areas where improvement work is to be done { .� ; 1 i VAKIES N N v. i ; __ } __ 0 5' MIN . shall be removed, relocated or protected in place as required at no Dost to the 13 0 � I -� tis+ 41 7 S 31+ City of Rancho Cucamonga. 11 _ O ltd MIN. 3 Tt�e responsibility, Iting manhold or valve covers, paving repair and paving V I of. adjusting t - _ 4 N pp relacerx-nt in connection with sewer and water, as one electric or other util- 2 o 1 p 0 P . g Ph N n - 1 NATi_ 6KOUND ity line installations will be the responsibility of the owner, and shall be ac- N S�WGuT, REMOvE EXiSTiNG N r N N 0 a ocorplished in compliance with appurtenant Ordinances and Standards. O ^I - Q! N N N Ot i • A.G. JOIN - 2/, * n performing- 4. An contractor r. oL i work on this project shall familiarize himself with the , r- a I I-VIV51. uN Y Pe n9 P J I 8a n n N FUTHe:IC. GONG. GuRti3 site and shall be solely responsible for any damage to existing facilities result- . , t v1 . STD. PLAN N0. 301 n i GONG. wAL o..r+_ 0.3! - - - ing directly or indirectly from his operations, whether or not such facilities are c �� v '� ?� g K • oim splans. sh on the_e FE�•THM OVER 2 MIN. TO JOIN - O 1` v N p e�1 q� �i� 5. Shading on street plans indicate A.C. pavement, determined by structural section, , , CON 5T. 0.50 A.G. PNMT, be installed. - N 6. A permit shall be obtained from the City of Rancho Cucamonga Engineering • Depart- ,I � 0.5,0' O.ro7� ^Crw. 3aSE ment' Prior to any enroachment or construction with City of Rancho Cucamongaa ease- r r ment or right-of-way.+ CONST. Gr G 1'EFZ STD. PLAN NO. 303 7 , All required stakes shall be set by the private Engineer. i I © i 8. The structural sections shown are minimum. At the completion of rough grading, • � i it Z � _ soils teCts, including R values, shall be taken and a material report shall be Prepared by qualified soils engineer. The report shall contain a proposed N 'a structural section and shall be submitted to the City Engineer for his view and , , i tu t t evaluation. Approval will be given when all structural section requirements have p . 4 been met. i 9. Su ade stakes driven to the vrrx�nt sub-grade rade elevation shall be set the • t i � r'-9 r Pa �3 r by , , , Contractor or Engineer. The stakes shall be set at all hinge points, edge of fi { TYPICAL SECTION V s I ; a event points within 0.01 foot of sub rade elevation and at rx�t more than 50 : P Po h-g ; foot intervals. Additional stakes may be needed at warped or vertical curveD.FOOTHILL BLV , _ areas, sub-grade stakes shall be in place prior to paving to permit spot checking 1L ; ` of sub-grade inspection personnel. by O } � i , Yi v 10 All sever, water, electric g as Phone o r other utility laterals, mains, or eros s ings shall be oonstructed prior to paving. i i F f Z k � 1 � trench backfill oarrmactin original t 1 action tests or embankment construction , g g 4 ESTIMATED round and al QUANTITIES I T i E S 1 su racic�s steal 1 be performed at no Dost to the cit of Rancho 9 b'g Pe Y , Cucamonga. A written report with these compaction tests shall be submitted to the i t5 SEgo L STD. PLAN DEsGRIPTION Ur+IT 62tJANTIT-r City Engineer, for approval prior to the placement of base materials and/or sur- , s j O HILL LVD. facing. I i i u= + 12. oomPl paving, report to the City Dr-I Z. 1 40 FO T B At the etion of i a materials shall be submitted t 1 I i I i I l " Engineer. Listing 1 tests determi.nat s d i I to s or ion olete to verify: i + 303 CONST. P G.G. GufZl3 & 24 GutZB L•F• 4&0 g g Y� VERT. I'�_$ R-Valu analysis d 3 v' i • r , (a) e, sieve analy_i. an sant. equivalent or aggregate base 1 GONhT O GP-/►R-x}000AG PV51Z E NATIVE ; � F. 2,700 Q•I5. (b) Stability, oil content and sieve analysis of asphalt surfacing ST G2- OvEI� S.F. 345 O 13 Wen asphalt concrete isP la don native soil which Dns s s of a rocky material . . r -� r �e su rade shall be prepared t�rr�vin all rocks which rotrude above the i � F p by 9 P i t � i IP• L w N 4 5 S GOMEIZG DwY. t7= 5 5 2 ## F i f Gd . _ � � � _ .� filled with a fine grade ntat_.real $ � sub-•grade and all voids or depres ions shall be � ' 14 I S I G 17 I >8 I 3 1 I CONST. 5' GONG. W^L.K S.F. I,%F7O of a quantity better than the nat ive material. 3 I D CONST. WHEELCHAIR RAMP S.F• 40 14. If the asphalt ooncrete is to be placed on sub-grade. A •soils sterilant register- ed by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the WS07A U1,117E9 SIDEwaLK DIZA.IN E.A.. I manufacturer's recommended rate for the full paveiwnt width prior to paving. 15. Estimate of quantities is provided by the Engineer only for the convenience of the A.G. REMOVAL S.F• 3,Ovo developer, the contractor shall make his own determination of oonstruction quan- �� EXGA•VATION O.Y. 100 tites before submitting a bid. Any item of work required by these plans which is not specifically lieted in the estimate of quantities shall be oonsidered as p 99 Y U N T T O LION STREET Z v � • m included in the other iterr>r of work. • _ ' 1t �O v " oo ' ' 2jOG GoNsT• GOMMERGIP-L Dw,r. wD= 301 S.F. 3&5; ' 1r3 •, t� W 3 �, NN IQ IS I$ 12 16. City approval does not include water or sewer system and estimate of quantities. 3 _ +STA. I +14. 3 LION ST. A m _v W v Y Z �� C12O327)TG 31 ! CONST. 5' GONG. W�t-K S.F. 1,570 17. Street markers per City of Rancho Cucamonga Standard Numhers 401 and 402 shall he i 0 0 p d Z I' C 1202.63)FL JOIN 1 -constructed at each intersection. O iD tf. p v Q Z`J Q L �, p � REMOvE GONG. CUtZB L .F. 45 18. City approval of plans does not relieve the developer from reTprnsihility for the 4 Z Q IL 0 �i W O 1n Q I I2O2.9G� t the W � li N 9L 3 O Z W 1� z correction of error and omission discovered during construction. Upon request Z N W p p 3 N Q �( � �+ C�, L� 2 507 UNDER SIDEWALK DRAIN OL z required plan revisions shall be promptly submitted to the City Engineer for ap- J = + z am nW + > + I _^3 + ZZ � Wo + m a p+ m_ roval I N - 114 v ti O �� M Z O ►- Z Z o = + ~ *-r^.*V+ 19. Work site and exterior streets shall be in a neat, clean, hazard free, orderly L p m p p Z ( � OCQI Gi••T6H I3�IN (N.I.G,) state, throughout construction. Site shall be cleaned upon recT)est of the F- W 4, d Q g - 4 - 0 lu F / I inspector. � N !L vv° flL v► v v SNI AGR W+-7.*.00 (204.14 Te, srl�,fl+�2.In GiTA. Ot$2.�J� LION 5T• IC0b.7�JTG s.O r� 1202 9�FTG 9} ( ,0 4 CONST. A.G. OvEIZLA'f 20. Contact the following, as required, 48 hours prior to excavation: 19,96'.12 FL IZO5;-0 FL i 1202.27 e_ _ - GONsr. S"A.G. 13ER0 -- w A. or undergroun-1 serv00e 422-4132 it or GUT A JolN FT- 112 x 1 T> f 5=I. EX. s.h• y! 1202.x}S TG _(10"W i202.1fi sol � B. Southern California Gas Company (714) 529-2889 (1201.78L )F „ --I�r•1pv� �c_�C_s,�-f•t'Erc..& sp�.r-�pR�th 2191 E. Birch Street (714) 529-7070 _-I 6,1- C I20z.32� al�v ���•� r�rtw F VH . z Brea, California 92621 � W � C1206.51� IQ04.6GTG d JOIN STA. 18+76.50 FOOTHILL BLVD. OL W r C 1202.20) Z W N 8� 47 3 I W - JOIN Z W ~ C. Cucamcmga County Water District (714) 987-291 rnTA. O t 00.00 L I O N ST. l Z 6 7 { 9641 San Bernardino Rs7ac3 Rancho Cucamcx) la, California 91730 14U207.07� I5 1� 17 I $ C1202.7a) 1 105-^N 6VFZNPIZt'IWO ROS i N Z i: I GoNYFzAGTO1L SHA Lt.J "TAIN E1:t GR OAGH*' NT SER t't1 T FROh'f I- .& '11 N5 AS �y �d FOOTHILL �Ex. 9;W E,�•.��PVMT. „ BLVD. N FEab For. WOW- IN FOOTHILL WLN/D. 4Z "I AVSCALE: 1 -40 Ir NESTP.G 1P• 5T• JEGT 0 SHEET >D p SITE � 1!( FOOTHILL BLED. Z NOTE : w SHEET i Z DESCRIPTION OF REVISION DATE APPR. 5EE STtzIPiNG & MARKINGS PLAN FOIA j I TRAFFIC IMPROVEMt=NTs ON FOOTHILL BLVp. CITY OF RANCHO CUCAMONGA ' VICINITY MAP C"P -80-02 !� Cur-\/E DATA 3 GMIS GU12vE DATA I GU 5 GMtzVE 17ATA. 4 NO SCALE PLAN AND PROFILE CU O � O R = 24.001 K = 36.Oo IZ = 35.Ov' FOOTHILL BOULEVARD A- 80'SSI 15, A = $ !)=5e>+ 15+ FROM 1488' TO m33' EAST OF VINEYARD AVE. L = 37&-P' L = r}}.�J71 L 54.991 APPROVED DY DATE : /O-/L--�/ e T 35.01 CITY ENQINEE R.E. N0.,Z3g89 DESIGN SOUTtiWEST ENGINEERING RECOMMENDED J o (LOS ANGELES ) f DRAWN I$OO OL`fMfplC- BLVJ7.,5lJITE IDQ SHEET J. K.G• S A ON I GA , GA 'VO4 Q<I• 5 2%-031 1 OF 2 CHECKED It, 20024 DRWQ NO. K K. w. DATE '/ 2 S FIL15 Nv. 419 ENG.6.103(R22-") I ` BENCH MARK 0. M• NO- 10 - 13 GITY OF FtANGHO 6UGAM0N6A LOGATI O N ' NE. GOILNEIZ FOOTHILL isLyD. 0 HELLMAN AveIV I. OF c- 120/5- A0/5- ANI7 50' N OF FOOTHILL EK.VP. DRIB t'IN w/G.5. TAG IN Tor bums @ 5E. GO►Z. OF FL-00P GHANNIFL. 1205.224 M j J w i 3 N m GUlzVE 17ATA O 4 R = �.so' LEGEND a o lu Z A Y z ID p e I p Ll fl ; H Z o = 90X001OD" Gr.LTR NS TRAFFIC p = p S STRIPING/ PVMT. MAI2KEIZ4 TO 05 REMOVED MANUAL 5O' d► iD' 3 �' z �N i9 S v �ii O Y ( + oL + >u + !- +I Jt = I l7OUOLE YEL-Low Z 0 + 1 � > N - N N N � Z � , �I T G.SD — — — — — - - — p WHITE D1=T. 7A Q Qz zQ bL Q z o L / STRIPING rvtAr. MA2KEFZ�iTO BE INSToLLED W 1202.(03)FL C 1202.32 _ __ {70U13LE YELLOW t7ET. !t M — 2 - w.L.T. L. C 1202 25� - wH D u JOIN 011 x.12 i CIY0�.85:�L It 4.I�17TG (1204.�ii� ` 120-¢.14� R. ITE ��� i2n �t4 rlel3 "14 E 2 II- 3 4 WHITE CS'� DET. 7A - DET. S 1202.15 -a o STREET sTWO WA'f voUDLE - VET. •fA, STS► O+DO.DO LION 3T. ,� �' - � , YELLaw STA 10 t 75.50 OTHILL f -Vt CONST. 1 OVERL-A — -- bL y-bL J m R�MOvE 4$� l=X. GONG. _ Z (IZD2.9G) GUIzB Sc �UTTEfL g % L rS Q I _ _ BIIZ LL T ld Z s v h ✓GALE: I 40 ESTIMATED QUANTITIES DOUBLE YELLOW 5TRI1"ING 494 S. F. 4" WHITE LINE 154 5. F . I - w- G r\/MT MAKKER T-rrE G 32 E . A. 2-W-Y FVMT. MARKER TYPE D 32 E �`• - I NS TALL- 4 11 4" wHITE LINE 434 I.- F. 1 - w- G p\/MT. MARKER T-1-PE G. 37 2-w-Y r-/MT. Ms*RKER TYPE D 70 E.P. �! + 0" WHITE LINE I O L.F. U) ?J � 1 p + x1 p 51' iPtNG TO ME INSTALLbV Z 4TKIPIN6 TO 8E KEMOv� N � � 4 0 i ell 'o' ' rvMT. - E'xIST. EDGE OF P�.�EM>=NT 17 — I{8 — I — 20 Q 1 _ 22 FOOTHILL A•�. r%'MT.,7 AV BLVD . EX IST. EDGE OF PA�EM�NT I"= 401 NOTES _ �. . _ DESCRIPTION OF REVISION DATE APPR. x I• PAVEME9T MARK I HGS SHALL BE REMOVED TO THE FULLEST EXTENT POSSIBLE - Cl 7Y OF RANCHO - C FROM THE, PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE THE UCA MONGA SURFACE OR TEXTWRE OF THE PAVEMENT SAND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING STRIPING AND MARKINGS SHALL PLAN LION ST. CUP-80-02 BE REMOVED AS SOON AS PRACTICABLE ON A DAILY BASIS• IN NO CASE '� _ SHALL ACCUMULATIONS OF MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE FROM FOOTHILL BLVD. TO 330' N/O FOOTHILL BLVD. OR CONSTITUTE A HAZARD TO PEDESTRIAN OR VEHICULAR TRAFFIC BE PERMIT- TED TO ACCUMULATE SUCH REMOVAL SHALL BE BY A VACUUM OR A MECHANICAL TYPE SWFFPER OR BY OTHER METHODS APPROVED BY THE ENGINEER- REMOVAL ( FOOTHILL BLVD.) OF PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH A•P-C-D- REGULA- TIONS IN FORCE AT THE TIME OF REMOVAL- FROM 1438' TO 1835' EAST E OF VINEYARD AVE2. 2• PAVEMENT STRIPING AND MARKERS SHALL BE INSTALLED IN ACCORDANCE WITH ' APPROVED BY Y CALTRANS TRAFFIC MANIIAL,- PG 6-7, 6-8, 6-9, LATEST REVISION• fI(� CITY ENGINEE i RE. NO.it pr ! 3• PAVEMENT MARKERS AND EPDXY SHALL CONFORM TO STANDARD SPECIFICATIONS, DESIGN RECOMMENDED SECTION 85 "PAVEMENT MARKERS", AND LATEST REVISION. J. J. G- SOU�fHWEST ENGINEERING I (LOS ANGELES ) 4• PAVEMENT LEGENDS SHALL CONFORM TO CALTRANS MAINTENANCE MANUAL, DRAWN 2$00 OLYMPIC PLVD,, 'ePuITFE 102 SHEET CHAP 16° J .K. G. S.A TL ONIGA ' GA 404 2 OF It 2�-0331 CHECKED , • A '( � R.G E. ND. >Q0024 DRWG NO. 419 DATE a a? FILE NO. M. 4-102 (R VM