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Home My WebLink About2238 WU Clio C AMON A C111 Y OF -KAN t M N� R M- AM WNW LOP 11 a Am � mmL A��10mlk BASrm L=1 a PA %VAF1h""""` """"`r�. � =T vnj%o I I IN FROM HELLMAN AVE. AVE. CONSTRUCTIONAM da = -Wfta a M M C ma 'dgellh, ML M "0101h, AM �MMAW Im M M AM GENERAL NOTES. AM%JNUi% 1 ' •1 ' 1• I work shall conformto the Ci of Rancho Cucamonga Stands ins an t StandardU 11 Y .1 T I ( H } Specifications for Public Works Construction, (Green Book). 2003 Edition and including the 2004 and 1ADJUST TO GRADE (MH,, WATER VALVES, GAS VALVES,, VAULT AND OTHER APPURTENANCE) 2005 supplement. 13 0.12* .1 HOT MIX ( ) 2• Public and Private utilities and substructures shown hereon are from available records. 1 Contractor shall be responsiblefor protecting all utilities and substructures as shown within the r1_34-1,11 Q.0—SEE OVERLAY JOIN L SHEET 1 construction limits of this project and shall be responsible for any damage as a result fthe . construction operations. Projec.-bi-rf a... z' 3. a Contractor shall nota Underground ServiceAlert 1-800-422-4133 and t following utilitiesoste , - c, - o in a prior to con ction r ardin any rl - ; , ,,,..-,_r — "� L...: a+ ►... iNOTES 2,J • -fl�,i',.�.15...�i!t.`!tmr"y4t'Imof`•e'..w.,I`'.aer}° PING _ r ,{ ; . _►..;._und p} �p 9 I I CERAMIC SEDPAVEMENT I j South rn lif is Edison o• O LY ( ) 11-1 11 ayand d ° ( » » • 133.wout California Gas Co. EMERGENCY Y 7— , r� » I CIV PA RAISED VEMENT MARKERS 4 _ 1Verizon Co. Is ; ( ) "G* . 1 Wilson33 v 6* I I • , L 3CharterComm. — Jun Ca alon 1 343-5171 v. .Cucamon Ii Water DitriC EMERGENCY ONLY 987-2591 n ''lQ I S Q, L 39 Banyaouts 30 4. The contractor shall note the CI o RanchoCucamonga olio Department, C Rancho _1,' 77771CL' I « m .. er constructionsC » INSTALL Cucamonga FDepartment and an affected school • ric , 72 hoursprior to construction ' 1E HigImil 33 I THERMOPLASTIC 12» SOLIDWHITE CROSSWALK 7_ 7 THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE IV (SAE.) and Av 26 SED indicating any detour and/or road closures. 19th_5 ( 1 5. For inspection of this project, the Contractor shalt contact the Sion at ( ) 7 1+ ;ea •ps v PLAN A24A AND A24D sL477 7 4036, and Thursday, and at I two in prior to t construction ase — CITY SM. 133 start date. .l I1 11 C.._ rr 29 PAINT » DOUBLE YELLOW WITH TYPE MARKER PER 133 STD.J30 THERMOPLASTIC 1 » LIMIT LINE• A P it shall b obtained from the i of Rancho Cucamonga nor to an construction or encroachment within any City of Rancho Cucamonga easement or rights—of—way. Foothillt 1 INSTALL BLUEI} PER CITY STD. 134 .+µ _ =rroArrowt7! During the construction operations I on 12" lonein each direction hall v• for each ull ` j^ tll =T C L L C C L ON REP 5 `` �4 direction of travel on all streets at all times. traffic tones shatl maintainedn pavement and , -8thINSTALL R81 SIGN ON NEW POST PER C17Y SM. 401—B shall remain unobstructed. 10 ewr ". 8! The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall take sole responsibility for the repair/replacement, at no cost to the City, for any damage to said r-6 --w 4th St as , ._ , ? underground utilities, pipesand structures. ��:. � 1> SPECIAL PROVISIONS. » - --_ LY KI TOS 1 O CRACKS 1 • Contractor shall verifyall conditions and dimensions shown on t Ian at the site prior to .fr 'i. r LY CO SGI TIONS 2-11.1 commencement of any work. All discrepancies shall be reported for direction immediately to the City. E 0 X #; 2• L I EUI TRUBBEROVERLAY. CE 10! n t date and at the time f thesubmittal of theBidder's sal thePrimeContractor hall s = f �' G K CI TI 2— • posse any and all contractor licenses, in form and class as required y any and all applicable 4. laws with respect to any and all of the work to be performedunder this contract; Including not limited to a Class »A» License (General Engineering Contractor) or a SpecialtyClass »C» license VICINITY sufficient to cover all the work to be performedthe Prime Contractor in accordance i the NOT TO SCALE provisions of the Contractor's License Low (California Business and Professions Code, Section 7000 k 5edb et. seq.) and rules and regulations adopted pursuant thereto. DISTANCE SHOWN ON PLAN DISTANCE SHOWN ON PLAN 0.12" COLD PLANE VARIABLE COLD PLANE ° FROM 0' TO 0.12' DEEP SURFS FINISHED EXISTINGEXIST A.C. SURFACE G•q G•® ® �►.�U+ I existing survey monuments that will be disturbedthis a shall be referencedand reset by o• o• the City's Construction Surveyor in accordance i n 8771 of the California Surveyors Act. Monuments found research of available Cityo and by field survey are shown on the plans and described a foll • � !!%4&700_'O-§00��o 0a4Q4no o 1 Found 1» iron Pipe at Base line Rd. (See Sheet 2 Sto 10+56.24) NORTH VARIES VARIES SOUTH PLANE SURFACE Found 1» Iron Pipe at the intersection of Base Line Rd. and e v • 330-36* 36'-47' \—REMOVE RESIDUAL AC BY PLANE 2 Sta 23+11.22 ( A71 TOP VIDE FULL DEPTH BUTT Sheet } JOIN FOR OVERLAY. 3 Found 1" iron Pipe at the intersection of Base Line Rd. and Klusman S • Sheet 2 to +33.7 ) U V L1111LAY JUAn I N I)h OEO T A I Lm 4 Found 1" Iron Pipe at the intersection of Base Line Rd. and Archibald Ave. (See 6' 6' NTS Sheet 3 Sto 37+32.28) VARIES 0.41 7 ARiES VAR��.� VARIETO 3.267 .50% 0.537 TO To •33X' T® ----____ 5.33 ® 5°67� .�-.----- EXISTING SHEET INDEX SURFACE 1100 11 1. TITLE SHEET 10 6 O 10 _ ! On cV W0 0 W . PLAN - APPROXIMATELY ! NZ Oo ® O SCI OF SIO • r 5 O 0- 7 :5 LEGEND 4. STRIPING PLAN - HELLMAN AVE. TO APPROXIMATELY 200' EAST OF ARCHIBALD AVE. ® a •1 ' C OLD PLANE Aftm 'kCAMA&& A^A 5. STRIPING PLAN - APPROXIMATELY 200' EAST OF ARCHIBALD AVE. TO RAMOVA AVE. ff Y 0&F R A N Cft; Oft t;U UN%mm TYPICAL CROSS SECTION ASPHALT RUBBER T MIX ( ) OVERLAY s COLD PLANE TITLE SHEET BASt UNL KU. PAVEMENT fflRhEHAB1UTAT1VAw&N FROM LAVE. Underground vo ESS® Service - APPROVED BY. DATE: �- G �zCITY ENGINEER72 Ca ll: TOLL F o® 72 PLAN PREPARED BY: R= 1 -800-422-4133 W Exp. 06-30-09 PK CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE TWO WORKING i RANCHO CUCAMONGA, CA 91730 OF C `1 V SIGN rn TYPE. NO PARKIN "Zop SIGN SIGN Z TYPE: NO STOPPING ANYTIME TYPE. NO PARKIN SIGN I TYPE: NO PARKIN 0 EXIST'ING 0 TS V114,T % CROSSWALK N TYPE N P. o + TST 0 Tspl? M WIL 7'' iG GEl CONSTRUCTION NOTES 10 TO TSPB FL wv 0 FH 0 TSPB FH TSPB VARIABLE DEPTH COLD PLANE 0" M 0.12" x Ts T -4— 10 T<Z/ 7 11 OVERLAY 0.12" ASPHALT RUBBER HOT MIX (ARHM) R ---ADJUST TO GRADE (MH, WATER VALVESo GAS VAL EXISTING ,: 15UH A v/v (12) VES, VAULT AND OTHER APPURTENANCE) SAIH lvv IWlVv CROSSWALK 12 13 — 0.120 COLD PLANE AND OVERLAY .1 ASPHALT RUBBER HOT MIX (ARHM) 4 9+00 1 +1 11+00 12+00 12 3+00 1 00 SH !17� (14)-- SAWCUT SEE OVERLAY JOIN DETAIL SHEET I BEGIN COLD PLANE AT 1 12 MH z STA 9+60.05, 2' AWAY 1514 12 FROM THE D(ISTING _j CROSSWALK TO AVOID - THE LOOP DErECTORS uj 12 TSPB Xa TS YVIL 77 4C+ SIGN 10 U) FH FH TSPB coTYPE: NO PARKING SIGN-- x x I Ts W/1-r SIGN t SIGN TYPE. NO PARKING TS WA T 0 TSPB TYPE: NO STOPPING ANYTIME TYPE: SPEED LIMIT < E STING TSPA CR SSWALK BA So Al"c L INE ROA D LEGEND 0.12* COLD PLANE ASPHALT RUBBER HOT MIX (ARHM) OVERLAY 0.00# TO 0.12# COLD PLANE SIGN TYPE. NO PARKIN SIGN 0 Ak 0 NMI SIGN TYPE: NO PARKING 0 41 TYPE: NO STOPPING ANYTIME SIGN 0 SIGN TPL. TYPE. BUS STOP a + G SIGN TYPE: NO STOPPING ANYTIME 07 "E kP181 + F_ X-TSSIS WNW (c) TYPE: NO PARKING 0 TSPBIL TSPL Lj • -0-' 10 �T,5 IVT_dE SPB \\qx 10 (y)TUMC x TsPB < SIGN SAIH T E.- NO RKING uj 26 94-4. +00 0 > '.00 18+ 20+00 21+00 +00 00 11 uj 011 SMH z uj Z m m SIGN 12 12 STREET NA T TYP M Ll MHU ---wv ov C) 0 n TSPB El 0 X 'I'S V) G 19 T�3 WILT 10 1-7 UY TEL R El 10 Tsps TSPB TYPE: PARKING 10 SIGN < SIGN SIGN TYPE: SPEED LIMIT TYPE: BUS STOP TYPE: NO PARKING FH SIGN .FZ4 TYPE: NO STOPPING ANYTIME SIGN BA SE L INE ROA D 0 %4 TYPE. STOP II V_ UJI SIGN TYPE: NO PARKING SIGN TYPE: NO PARKING 0 0 SIGN 0 0 TYPE: NO PARKING SIGN SIGN SIGN FI-1 n- TYPE: NO PARKING\ + + wv 0 40+- 10 OCTVB Lo to 10 FH _64 MB TSPB FH --E3- IZON 12 2 DESCRIPTION OF REVISION APF90VM. 12 co r 3 33+0 +00 28�001 29+00 30+00 +00 0 • V) w 00 27+ RM'or;mv Uu UN U ur SMH H Lod11 z 2 PLAN z m 12 SGVM ) • 12 12 uj LLJ U) BASt UNE KL)* PAVMEW REWILgATI" LLJ ��V ID 77- El wv F.H ftp+o 10 FH to co SIGN SIGN FI-I FROM HELLMAN AVE. TO APPROXIMATELY 200" WEST OF ARCHIBALD AVE. SIGN SIGN TYPE: NO STOPPING ANYTIME TYPE: NO STOPPING ANYTIME TYPE: STREET NAME TYPE: NO STOPPING ANYTIME SIGN UP SIGN eSOFESSI LA l2epL=ft, 40+0 TYPE: NO PARKING NO.: TYPE: NO PARKING APPROVED BY: DATE: FH < MY ENGINEER RCE: 53672 BA SE L INE ROA D -c No. 53672 DESIGN PLAN PREPARED BY: SIGN TYPE: STOP Exp. 06-30-09 PIL- CITY OF RANCHO CUCAMONGA DRAW 10500 CIVIC CENTER DRIVE sliku tv it., RANCHO CUCAMONGA, CA 91730 OF CA%.%* PK 2 oF CHECM R.C.L NO NUMM NO. CB DATE FU NO t 2238 i SIGN TYPE NO PARKIN SIGN TYPE BUS STO OEM SIGN TYPE. NO STOPPING ANYTIME EXISTING CROSSWALKO S CONSTRUCTION NOTES :> W L 1 i/ iTO 02 .1 SIGN TEZEPHO E VAlll_'1 7PB TYPE: NO PARKING Cb 11 .1 1 GUY ., ®GTUB FH 10 TMH _ _. TS4� 12 ADJUST TO GRADE (MH,, WATER VALVES, GAS VALVES. VAULT AND OTHER APPURTENANCE) r o �._ _ _ _. 0 Sc E VAUL T - - 1 .1 Y .1 T RUBBER HOT MIX (ARHM) • 12 s 1 MVV �`dVr; `to to , DMH 4 1 I QQ LIJ 36+0 �`- + 0 3 DO 39+00 +00 41 QO 12 42+Q 4 +00 12 44 2 3Lli1 �� ., 0• i' ` 1 VERIZON 1Lli -.mom_� _ _ n__ .__.�__ .� TMf-f �� _..SIGN ---�-�--- �''*... .__. --,__ ' SIGN__......._. ___..�..._"_..� - 1 O &'Vt/� ..�. _ - - — - _ TYPE: SPEED LIMIT E} tG TS WILT T "� TYPE- NO PARKING SIGN TELEPHON 10 x _ _.. 0 TSPB AUL 1" TSPB SIGN FH LEGEND ' SIGN T. TYPE. NO PARK/NG TYPE BUS STOP TYPE NO PARKING E XISTI ' ��F-I .qI i COLD PLANEROSSWAI_K TSPf ASPHALTBA SE L INE ROA D RUBBER HOT MIX (ARHM) OVERLAY .00" TO . 12" COLD PLANE SIGN TYPE: RIGHT LANE MUST TURN RIGHT • CONSTRUCT CATCH BASIN AND LATERAL TS WILT SEE DWG. NO. 2023A. ®TSP x TSPL �C GN 0 f SIGN �___ �SHEET 1 OF 1 � I PE: NO PARKING 10 is TYPE. NO PARKING 10 "(0 TMH H TSPB _. _ �..� Iw'I*IC-3 .-�-._ FH � TS E� x®TS WILT _.__ ti N� II r MH 12 45+0 46*00 47+00 48+00 4 +00 0 50 50+ 4.06 12 92p' 1415 END COLD PLANE AT STA 50+51.87 12 EXISTING H CROSSWALK _._.._�..�._.. �-�TSPB ��TSPB _. . . ..__ .� ..___ SIGN.---M.._,_... TSP 4.... _..�._.._.. _ __._.... _. . ,QTS 6�fL T _ GOMM P TSPL. _ _ TS B B OT 10 TYPE NO PARKING Cl SIGN SIGN _ MED TSPB Ts WIL TSPL TYPE NO PARKING TYPE.- NO PARKING T,PB TSPB DESCRIPTIONBA SE L INE ROA D 'dftm SAW& Ao,& dkll�llfta A" UN uffY OF RANUMV cu PLAN BASE UNL Ku. PAVEMEW 'KEWILffATIUM s -SOFESS/ FROM APPROXI -----WEST OF ARCHIBALD AVETO RAMONA AVE. • 1• `ateCITY ENGINEER co No. 53672 DMIGN PLAN PREPARED BY: W Exp. 06-30-09 PK CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE IV`X„ ® RANCHO CUCAMONGA, CA 91730 OF C4`� SIGN TYPE.- NO PARKIN raft 30 SIGN SIGN TYPE.- NO STOPPING ANYTIME TYPE: NO PARKIN \6SIGN TYPE: NO PARKING 1 23 -_._._ 24 __ .m_ .. Ell -C / LL EP / N 16 26 TYP. 32 100' 22 ;�? 31 21 "` 27 21 :n �210't TO 31 ..� 31 r 3+OLL_ 1 +00 100' r® 25 50' CROS ALK ¢ t 150 r �� I - __�-----____ .�.__ I --f-- —I- -}-- —;- � �- f Li 00STRIPING NOTES •- �___.��.�� ._.___._ 26 _. __. _. ._. .. .. _ _ ._.__.__ _.._.__.._ ...�__ ______ _____ ._W_— �.._�.. _��___ .__.�_. _ . ___.__ .ate_ ._. ...m_. � � _ �_. _ �...�--- � ��_-�.-... � 1 1 INSTALL Lij E . _ +04- SIGN x EJ (BOTT DOTS) WITH TYPE 80GN MARKER PER CITY STD. 133. FH Z4 TYPE: NO PARKING SIGN 24 INSTALL x 27 SIGN SIGN TYPE: NO PARKING ( ) *G* 133 33 TYPE: NO STOPPING ANYTIME SKIP WHITE BIKE LANE LINE PER CALTRANS STD. A2W. DETAIL 39A @0 »TYPE: SPEED LIMIT 24 PAINT 6* SOLID WHITE BIKE LANE LINE PER CALTRANS STD. A2W. DETAIL 39 25 PAINT » SOLID WHITE LANE LINE AND INSTALL CERAMIC BA SE L INE ROA D ( » » MARKER PER C17Y SIM. 133 26 THERMOPLASTIC 1 " SOLID WHITE CROSSWALK LINE THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE IV (SJLE.) PER CALTRANS REVISED STD. PLAN A24A AND A24D . 28 PAINT ® » MARKER PER CITY sTD. 133 29 PAINT » DOUBLE » MARKER PER CITY 133 30 THERMOPLASTIC @_ 1 » SOLID WHITE LIMIT LINE 1 I L 1} . 1 t ( .- 32 REPLACE AFFECTED LOOPS PER LOOP DETECTOR PLACEMENT DETAIL ON SHEET 5 SIGN I INSTALL R81 SIGN ON NEW MST PER CITY SM. 401-8 TYPE: NO PARKIN t • I SIGN SIGN TYPE NO PARKING TYPE: NO STOPPING ANYTIME SIGN 27 SIGN 27 x I TYPE: BUS STOP 33 E. SIGN TYPE: NO STOPPING ANYTIME 33 �. ,✓ 01�1 23 -AF N TYPE NO PARKING 24 23 ,�'" FE Ld __ ___ 100-- __. _ 22 30 1 21 L1 21 26 22 s/ 50' — -.-- -- -- -- -- 100' 2 25 YPE NO PARKING p 29 �` ° 25 23 250 f T® 1 50' 50' •- 100 27 32 •- 100 50 CROSSWALK 13+00 20+00 23+00 25+ f Am ui 5 - 77W0 — I I _ 50' _ 50 OF Z Li — f f CJ? S N 25 50® 1 27 CROSS ® -NIS2 25 100' 1 27 29 28 29 c !GN 27 �. • 21 22 TYPE: STREET NAME 21 22 21 27 2 TYP. cq N 0 N 100' � 1 .�.. ._. _ .. .__ _._. __ UJ x=177`7_ FH El 23 24 23 24 TYPE- NO PARKING 27 SIGN STO 3 SIGN SIGN 27 33 TYPE: SPEED LIMIT 4TYPE.- BUS STOP TYPE: NO PARKING FE( SIGN TYPE` NO STOPPING ANYTIME SIGN a BA SE L INE ROA D 0 1%4 TYPE. STOP SII LAJ SIGN TYPE: NO PARKING SIGN _ TYPE NO PARKING ! I SIGN TYPE: NO PARKING SIGN SIGN SIGN FH 404---__ 24 24 TYPE: NO PARKIN TYPE SPEED LIMIT TYPE.- NO PARKING FH to 21 21) rCITY �- 27 _ _ _ DESCRIPTION OF REMSION DATE_ 31 r ...� �. 50` 25 5®' 31 50' 25 50' — 32+00 33+00 Uu %.;ff Y 0' RMCHO 'CAMONks 31 r 28 75LJ 0 ' 22 31 27 29 2 31® 27 29 28 P 31 — — -- � .�. �. .® � -- 230'± TO STRIPING 1 21 21 COS cvC4 C4 K uj 100, 100' U) BASIL Unt KU* PAVMEW 0"EHM11fififfATION 0 El _._ _ _ _ _�ca4 .__ __ __._ _ _—_. 1 4 SIGN SIGN 23 ` `�1 Q 27 SIGN 33 SIGN_ _._____ ELI 24 t� < FROM HEI.LMAN AVE. TO APPROXIMATELY 200' WEST OF ARCHIBAW AVE. TYPE. NO STOPPING ANYTIME TYPE: NO STOPPING ANYTIME p TYPE: STREET NAME TYPE: NO STOPPING ANYTIME SIGN UP SIGN ESSIO Ef+ TYPE: NO PARKING NO.: TYPE: NO PARKING DESM APPROVED BY: DATE: Ll AlcZeM... CITY ENGINEER RCE: 596-72 BA SE L INE ROA D No SIGN ... 53672 PLAN PREPARED BY: . TYPE: STOP W Exp. 06-30-09 PK CITY OF RANCHO CUCAMONGA DRAW 10500 CIVIC CENTER DRIVE SHIM Civl%- ® RANCHO CUCAMONGA, CA 91730 OF %.%* .......... ............----------- ..........7+ ------ ......... -------.......................... .................... ............................... .......................... ...............4- ....... ------- ... ............. ......... ................. .................. --------...........4- ------- -—----------- .......... ......... ..................... .............7 ........... . ......----------- ------ ............777 .......... .................... -EXIS Lu_-FINISHED1 77NG:- S U j W_ -A G F�_' -----------0 ................................ —-------------............. -----------..............� --------................ ...... ......... .......... ................. ------- ------............ -—----- -- .......... ......I4 ...... ..............------- '717 ...........77777 IL EE: 7+........... -------............. .........7 = e-% .................... . ............................. ...........i ........... ...........7, ............... .......T, ----------- ------Z --------- E__ ER........... ................................................. ............. .........:7f .............—4 ---------- ............ .. ......in- i ................�4=Z'=-- EXIS-V .......... ......----------_,7_ __7 ...................................... ..............-7 -------..................._�....... ........iIt It ............ -- -----...........7 ........................ .. ......... ............ ----------............. F .......... ----—- _T............................. ........... ......... .....:7--- -_-------- +T-4 I............ r------ 7 ..................... -7. _i_77 .............I ...........-----------.7 ...........i .......... T .....---------.........................4 ------ -------t7 I .......... ZTZ T ............i ................................ ............ -4 +............. ............................ ................. .. .............. i-4 ------------------- ........... .........................77 t .......... ........... I..........__HORIZ. SCALE- 1 —4' ....... ...........VERT. SCALE: 1 -Tr alk aft ako 9% A+ + 00 (Z ui 1 +00 A+u %v+UU uu N '"_ r4) + pe) uj (r)>CONS7RUCT 36 RCP TRENCH BACKFILL SHALL CONFORM TO THE CIT', OF RANCHO CUCAMO%NUA STD. DWG. NO. 120 82.48 LF-2000 D (CEN1"ERLINE PIPE U`URVE DATA.' AND SHALL BE VERIFIED BY COMPACTION TESTS TO THE SATISFACTION OF THE ENGINEER OR HIS I A A RSS AG BASE EA%10IST, THE CONTRACTOR SHALL REPLACE AGGREGATE BASE L Ll NO. RADIUS DELTA LENGTH TANGENT TO MATCH EX I S"IINGs ALL COST INCLUDING ASPHALT BASE PAVE SHALL BE INCLUDED IN THE BID AM N 'FOR REINFORCED CONCRETE PIPE.ULIEAR I(D 45.001 89* 59' 33" 70.68' 44.99' I"11EM PER L OL 22.00' 42" 20' 48 16.26' 8.52 no 1%1 N 0_'T E el'3 REGARDI,14'G STAn '.'ING-. tALL STA110NING SHOWN FOR CATCH BASIN LOCATIONS TIES ARE STREET STA. 9+32.09 LINE STATIONS. =STORM DRAIN STA. 10+91.25 ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES AND LATERALS IS ALONG THE CENTERLINE OF MAINLINE CONDUIT. S.D. STA. 10+91.2 L --- EXIST. 78 RCP _6' 1 21 5 0 PC =,14 W=21 , V=11, PER DWG. 2023 4— `ARDIN`% UITIES: C"I NOMS RE 0 0 �Tv_ 4 1 THE CITY OF RANCHO CUCAMONGA DOES NOT ASSUME E— E E— RESPONSIBILITY FOR THE ACCURACY OF ALL U11UTY LOCATION. I Z--I !4v-- -121 I)K- IT IS THE CONTRACTOR RESPONSIBILITY TO PROTECT ALL _4100—- —-—-—----—-—- EXIS 2 1 _11+00 2+(9+00, 2) AS THE FIRST ORDER OF WORK, THE CONTRACTOR SHALL -4 41!9:=-' -4 41 10% POTHOLE AND LOCATE ALL EXISTING UILITIES, PRIOR TO 8"*L-- UATCH BASIN DETAIL— EXCAVATION. uj N.T.S. < 41 �LATERAL "An' 0 0 0 0 F_00-0, + �0 cb CL INT. STO r%M r%rwl A I L 10+00.00 BASE LINE ROAD 110TE' 10+00.00 RAMONA AVENUE 2 IN u K A I N C ON 0S)a['R U I 0 LN N Z). LISTALL 36m RCP, STORM DRAIN, r% LOAD PER PLAN. (i-)-- IN u u (2) ^0NSTRU^`r JUL 2 L11%A u N too NC7n11ON ZI I KuCTURE NO.2 PER RANCHO CUCAMOr,q%7p% CUCAMOL'f%A STD. DWG. L kar— CONSTRUCT CATCH WIN PER CITY` OF RANCHO Num NO. 300, SEE RAIL M0ANA "ENmumE a,A M 0 ELM PLAN FOR V MD v CORY OF RAN(DI 10% (%;U`CAMO'1L1%mGA LISTRU^r COL 13A mS JE LIME ROAV (4 CON %01 MONOLITHIC CATCH BASIN NNECTION PER CH)" OF RANCHO CUCAMONGA & a STMDARD PLM NO. 308. PLA11 A Fu 11%L1STRU^`r ^A CON v6p I 'LOCAL DEPRESSION PER CITY OF RANCHO CUCAMV"%N%2/i STD. DWG. NO. 307. CASE A. BASIL ImmINE ROAD Ll (0— PROTECT IN PLACE LATIERAI.. CATCH BASIN O NUE (*X- BASE LINE ROM ailed APPROVED BY: DATE: 14/_v in/Dq WON ground Swvlce m CITY ENGINEER R C E —5,T6 7-2 ORE O DESIGN R ENDED MIVA CITY OF RANCHO WCAMONGA DRAWN 10500 CIVIC CENTER DRIVE SfiEET uAw& MIVA 1_OF 422MEMoM4133 CITY CHECKED R.C.E. NOMM DRAWING NO.TWO WORKING DAYS BEFORE YOU DIG NO. DESCRIPTION OF REVISION DATE APPROVED: RD2 DATE FILE NO 2 777f77 I7_11