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HomeMy WebLinkAbout1804 I J DIST COUNTY ROUTE KIL �ME -ER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 30 t 9.79.351 Sto 9.93 006 Elev 482.736 f•/-1 Sto 1O.09J55 _ Elev 482.169 f•/-1 Elev 481.498 (i/-� t10-20,649 - _ @ t l'1 C eR��ESS'oNq� } Elev 481.020 ! / REGIS EDCIV NGINEER S- -OD416 �� el W SAGLAMfi No. C 046164 PLANS APPROVALDATE 12-31-02 Exp. ;.4 FLOW LINE PROFILE S , , , s�91 CIVIL ` Scale 1:200 685 EAST CARNEGIE DRIVE SUITE 210 F OF SAN BERNARDINO, CA. 92408 ti 1' i 19th Street The State of California or its officers or agents shall not be responsible for I the accuracy or completeness of electronic copies of this plan sheet. EXlst RC Channel 20.649 20.649 Exist RC Channel 6.289 7.366 6.994 (�/-) ! 9J55 l•/-1 5205 6.289 i Exist RC Channel Exist RC Box Culvert Exist RC Channel Limits of Conc Removal To Be Removed To Remain To Be Removed Finished Grade Cucamonga i /See Road Plans) Creek Original Grade Varies (IJ20 in max) New PGL Elev 487.368 2 I Conc Sorrier Type 26 (MOD) E-52 I with Type 7 Chain Link Roiling I Exist PGL Elev 487J39 — — _ _ _ _ _ N •4.'rr. 'h((j(:`, , _ _ - - - - - - - - - - - - -' -... _ - - - - - ' - -.-. - _ _ �- - - - - - - - - -- -I - - -- - - -- - i , New Channel I - -- Transition New Box Culvert i New Box Culvert New Channel Extensioni Datum Elev 477.000Extension Transition - r 9.80 1000 10+20 i o ! o LONGITUDINAL SECTION (ALONG CHANNEL Q�) N Scale 1.200 I 6235 !•/-i Lt 19th Street Sto 45.45.853!•1-1 Channel Sta 9+93.006l•/-1 End Box Culvert 0 V , 12,497 U 19th Street Sto 45-42,515 V� o C Channel Sto 9+85.6400.545 End Channel Transition 9.706 !•/-1 0.545 /O Begin Box Culvert 18.408 Lt 19th Street Sta 4539.666 18.408 Rt 19th Street Sto 45.58.316 C Channel Sta 9 9. 1 h Channel Sto 10+20.649 TYPICAL SECTION Begin Channel Transition � End Channel Transltlon Scale 1:50 - - - - _ Flow Skew I 26'S6�I e S 27"25"59E l•/-� o +80 l 0 10-20 Exist Cucamonga cli Creek Channel Notes: - - - - - -- - - - .- - -- -- - - --- - - -- - - - -- - - - - - - - -- - - - --- - --- - - -- - INDEX TO PLANS - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - -- - - - - - - - - - - lO MBGR (See Road Plans) 12.497 Rt 19th Street Sto 45-55.528 A85 Sheet No. Title xD� Channel Sta 10+14.360 O2 Chain link Fence Type CL-1.8 End Box Culvert I• GENERAL PLAN Begin Channel Transltlon O3 For General Notes and Hydrologic Summary See ; r .\ "Box Culvert Details" sheet. 2. BOX CULVERT DETAILS � 8J62 (-/-) Rt /9th Street o� �w Sto 45.53J69 !+/-1 4 New Construction shall match the inner surfaces f 1 Channel Sta 10.09J55 !•/-1 O o the 3• CHANNEL TRANSITION existing box culvert and the channel. DETAILS I The Contractor shall Begin Box Culvert verify all controlling field dimensions before ordering or fabricating any material. 4• CHANNEL TRANSITION 65/ 19th Street Sto 4549.021 POT DETAILS 2 Channel Sta 10-,00.000 POT 5. CHANNEL TRANSITION PLAN DETAILS 3 Scale 1:200 "All dlmnsions are in meters unless otherwise shown." a BY CHECKED LOAD FACTOR LIVE LOADING HS20-44 AND ALTERNATIVE /YY OF�1�LA IyD �, t'8 1 BRIDGE No. DESIGN T. Soglom Y. Rovonlpour DESIGN AND PERMIT DESIGN LOADING Toyfun Soglam 19TH STREET BRIDGE ( WIDEN) 8Y: W---� a� T I DESIGN OVERSIGHT DETAILS BY CHECKED LAYOUT BY / Soglom CHECKEO� Rovonl r DA-7'F- DESIGN n PROJECT ENGINEER �N A. Cannon 111. Rovonipour 09 C � o C90 COICA/wo G Km POST o MN'j QUANTITIES SPECIFICATION BY PLANS AND SPECS OQ S I GNCF F GATE BY E. Porto CHECKED A. Cannon T. Soglom COMPARED T. Soglom �`� a 7 GENERAL PLAN � i DISREGARD PRINTS BEARING REV S i CGN DATES (F'RLL I M I NARr STAGE ONLY ) SHE Fi OF �� ORIGINAL SCALE I N MILLIMETERS CU FOR REDUCED PLANS 0 10 20 4 7 80 EA EARLIER REVISION DATES —� I 5 3 I ' POST MILES SHEE-? TOTAL OTAL DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS t f Grading Pone Grading Plane 2750 08 SBd 3'p •220300 320300 Existing Channel 1470 0. G. �_ 0. G. etrjC REGIS EDCIVI NGINEER pRo�ESSIo,�,q� — _ 1903.,0 • OO - -- - -- -- - - - -- - -- T. SAGLAM _ .--- ---- - -- . � C 046164 � �3 LAJ 2970 PLANS APPROVALDATE No. 50 420l Exp.J-too �9 CIVIL Clr. 320300 F OF 685 EAST CARNEGIE DRIVE SUITE 210 ' 65 NOTES SAN BERNARDINO, CA. 92408 LongltudlnalBars To Be 600 600 600 60,0 Clr. •360300 Placed Parallel to Channel The Stote of Collfornlo of ib flcers or ogents shall not be responsible for •160300 , 20300 Chonnel Face *160300 the owurocy or colmpleteness e/ectronTc copies of thJs p/on sheet. 250300 Earth Foce 160450 8 Const.it. .4040 LIMITS OF BACKFILL � . i!IIT S OF EXCAV AT ION s 2820 v 4 , T Ln LEGEND � NOTES: r ~'- I• Slope or shore excovotlon as necessary. Structure Excavation (Culvert) II20 ` "*190300 :.._.h; .p : ��, - Dlmenslons shown are min/mum. 1530 v — _ r Structure backfill (Culvert) 3. Folii�vit` , t' rPmovo/of RC Channel, 2750 95/. Relotive' Compoctlon the base materlol wlii be Compacted to 95% relative conWctlon and , r l 610 5444 Roodwoy Embankment subdroinoge system will be restored,g1or to construction of the Invert sicb. See Channel Transition Deta"Is• TYPICAL BOX CULVERT REINFORCEMENT t, 4 STANDARD PLANS DATED j (ALONG SKEW LENGTH) ,Y ' X99 :.- AIOA Abbreviations Scale I:50 ` . A/OB Symbols A85 Cho4iv Unk Fence Typ6 CL - 1.8 1 + BO-3 Bridge Details 811-56 Chain Link Railing 7 ng ) • 1524 305 25 mm Chamfer (Typ.1 (Type Standard Plan Sheet No. CONCRETESTRENGTHDetail No. 255 & TYPE I3 0450 Lo � •16 0450 100 LEGEND 50 Structural Concrete, Box Culvert HYDROLOGI C SUMMARY g 16 g F 0450 25 Clr.(T J o co (f'c - 28.0 MPa 0 28 d s 'B' r • � N ay G odotlon) . Structural Concrete, Box Culvert Standard ---T- s , , Pro �ctld 0 Const.Jt. � ' ' ' ' ' ' (f'c 28.0 MPa 0 28 days A Gradation) ,,�- O Compacted -� 1 50 •130300 E.W. Frequency (Years) 200 100 I ''l3 (T J • � •- Dlschar 50 Fill 15-- �-I TotalCont.on mjnp 190230 0 •� ` GENERAL NOTES Discharge (Cublc meters/Second) 509.8 396.5 288.9 Water Surface (Eley at Bridge) 484.4 m 484.0 m 483.6 m Const.Jt. ' m SERVICE LOAD DESIGN Water Velocity (Meter s/Second) 20.5 19D 17.2 v DESIGN: SAN BERNARD/NO COUNTY FLOOD CONTROL Flood plain data are based upon information available DISTRICT DESIGN CRITERIA when the plans were prepared and are shown to meet BRIDGE DESIGN SPECIFICATIONS federal requirements. The accuracy of said Informolton (1983 AASHTO WITH INTERIM:g-AIM: &ISIONS Is not warranted by the state and Interested or affected Top Slab BY CALTRANS) parties should make their own Investigation. . gotlon. DEAL) LOAD. Inck�d s 1.675 kPo for future wearing surface. BENCHMARK ' LIVE LOADING: HS20-44 ALTERNATIVE AND PERMIT DESIGN LOAD COORDINATES (meters) Note: Chain Link Rolling Type 7 is notshown for clarity. � MONUMENT (APPLIES ONLY TO THE WIDENINGS) S ELEVATIONS DESCRIPTION NORTHING EASTIN R.F •..,: F REINFORCED G (meters) �� DETAIL-S��.,:, CONCRETE: fy - 420 MPa 2" City of Upland Bross Disc In N/W Corner CONCRETE BARRIER TYPE 26 (MOD) ���� �� _ f c - 28 MPa IIB-86 570,236.4733 2.034,424.0660 487.469 Bridge over Cucamonga Creek Flood Control n - 8 Channel 25 ft North of CL and 500 ft West (NORMAL T 0 /9T I-I ST RE>ET�-� ) Foorinrc ' Of CL Sopphlre Ave:: ' • PRESSURE: Allowable Design 2„ i �e 1.20 kPA kPA City of Upland Brass Disc in S/W Corner 128-86 571,065,5311 2,034,192.5926 504,660 PCC Outlet Structure 10 ft West of West Wall ' - 287 63 Cucamo a Creek Factor of Safety for Allowable n9 Flood Control Channel `= Beorl ng Pressure = 3 and 0.25 miles North;of 19th Street. NA// dlmenslons are In m11/1meters unless otherwise shown." . DESIGN T. S Ip>1? rY OF ��A t!D eY `"J ��rt CHECKED �. Rovonlpour — 8y y: 1� �I BR i DGE NO. a\ T un DESIGN OVERSIGHT DETAILS 9Y J. TQgaslll CHECKED A Rovanlpaur _ DATE � sogiom 19TH STREET BRIDGE ( WIDEN)Y F' Cf�� CUGAMO �j FRO lEC7 ENGINEER Rl SIGN0FF DATE QUANTITIES BYE. Porto CHECKED 8y; Km POST A. Cannon BOX CULVERT DETAILS IMIT11 �Q O` ORIGINAL SCALE IN MILLIMETERS W ' 7 ' CU FOR REDUCED PLANS I DISREGARD PRINTS BEARING REVISION DATES (PRELiMINARr STAGE ONLY ) SHEET CIF 0 0 4 7 p EA EARL i ER REVISION DATES ---� d F__F_F_ 1 2 5 1*100q DIST COUNTY ROUTE POST MILES SHEE i TOTAL TOTAL PROJECT NO. SHEETS f Exist 19th Street - .. 0 8 Sed 30 Improved 19th Street - e tl'IC I Q�oFEss/o"q� REGIS DCIVI NGINEER Exist RC Channel New Channel New Culvert Exist RC Box Culvert New Culvert New Channel Exist RC Channel T. SAGLAM ?� Q Tronsltlon Extension Extension Tronsltlon C 046164 C OVAL DATE C PLANS APPR No. I Co Exp. 12-31-02 6 o o slCIVILOF 10 600 Level 685 EAST CARNEGIE DRIVE SUITE 210 JO - - - 3 600 (Typ) SAN BERNARDINO, CA. 92408 Top of Channel The State of C011f0rnlo or Its officers or ogents shall not be responsible for C Invert Q Wall Force the occurocy or completeness of electronic coples of this plan sheet. - - -- ----- -- - -` - - - - - __ . _- -- -- _ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �NIilr - -- - -- -- - -- - - -- - -- - - -- - NOTES o - - - -- -- -- - - - - - ---- - -- -- __ - - -- -- -- -- -- - - - " 610 o 3 = - - -- - - -- -- ---- - (Typ) O Construct uc ion Joint. See Detoll C' (Typ) -- - - -- - - - tx - 2 13 mm Exponsion Joint. Strip Waterstop Earth side only. See Detail 'D' (Typ) O- - Remove existing sidewalk and barrier. Remove existing box culvert concrete parallel to barrier. Splice to existing longitudinal rebar In all members. - - Also see Detail 'E' (Typ). D82 / — ------- - --- ----- -- ---- -- --- -- -- - - Detoll A 2 _ _ — _ _—__ __ _ _ -- -- - -- — " --- - -- --- - -- - - -- - _ __ _ _ _ _ ___ _ _ _ __ _ __ __ _ 4 Provide o weakened Alone joint distance for transition O o walls longer 300 than 7.0 meters 0- -- Tw & Ts varies 300 - - - - -- - - - - - - - -- -- - - - - - ,3-2 4 O5 Match existing Invert elevation where new construction Joins existing Tw & Ts varies structure. (Typ) LONGITUDINAL SECTION (ALONG CHANNEL See Detail 'B' for post pocket details. Scale 1:200 O7 For Reinforcing Steel Layout In New Channel Transition See 'Channel Tronsltlon Details 2' sheet. �8 For Details 'A' thru 'E' see 'Channel Transition Details 3' sheet. O Terminate 'FI' and 'F2' Bars In Standard 90 Degree Hook at the Outside e Edge of Invert Slab. Not Shown for Clarity. Left Transition Covered Section Left Tronsltlon 255 Wall Wall ® Denotes Limits of Concrete Removal. Existing Reinforcement to Remain. Q � 0 G C C o C-bars v 300 mm n � (End Alternate bars Cucamonga Creek i600 mm from top of wall) - - - - - - - - -- --1 -- -- - - - - - - - - 65 Clr *16 0 300 c.c. cry i Left Wall ! i W ° B-bars 300 ! Note: Longitudinal Bars 8 ! Channel Face *l3 v 300 cc. Y Cucamonga Creek ��� i 50 E-bars v 300 i Earth Face *13 ca 450 c.c. ,� Clr I - -- - - - -- - -- -- -- - ---- - - - - - --- -- - - --- - -/ - - ----- - - --- -- -- - ---- - -- - ------- --- -- - ll o A-barsg2 300 Flow FI-bars Q 300 9 F2-bars 300 9O I G-bars v 300 mm Skew Angle 26'56'26" Right Wall � � --- -- - - ---- -- - --- ----- - i I ,iConst. Jt. 02 L0 ; RI N Covered Section See Detail A b me- 2 RIO Transition ' Tronsltlon Wall i T� Wall i f2 Q I 150 TW w/2 0 0 o co I 0 0 0 0 Level I TYPICAL PLAN TYPICAL SECTION 'All dimensions are in millimeters unless otherwise shown.' T. Soglom M. Rovonlpour � BRIDGE ocE No. DESIGN By CHECKED G T Y D F �A fV D c 6y:_ 41 g j a I Toyfun Soglam 19TH STREET DESIGN OVERSIGHT DETAILS By A.CQnnon CHECKED �/ DATE BRIDGE ( WIDEN) �N 117. RQVanlpour y �N y ; CuCAMD G PROJECT ENGINEER Km POST �Q SI GNOFF DATE QUANTITIES By E. Porto CHECKED A. Connon BY: oA CHANNEL TRANSITION DETAILS 1 (�4 �,I I IIsi (. I111 1 I i�ll :'�i�l,i I'j i� I'. ORIGINAL SCALE IN MILLIMETERS I CU DISREGARD PRI NTS BEARING REVISION DATES (PREL I M I NARY STA6E ONLY ) SHEE ? OF FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 I 0Q EA EARLIER REVISION DATES —► 3 5 1 DIST COUNTY ROUTE POST MILES SHE E -r' TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 30 Note: Earth face steel is shown. Longitudinal o bars are not shown except trimmer bar. 4270 Service Road e t rl CQ�OFESS10Nq� REGI T FZEDCIV NGINEER � 3050 . Match Existing Chain Link Fence A85 - T. SAGLAM o Type CL-1.8 to W 4 CL 0 Match Existing � No. C 046164 PLANS APPROVALDATE # 12-31-02 Exp. 6I0 Level �— See Detail 8 s� CIVIL �P 3/. P S 8 '� Trim.. ler bar R j 9lF OF C o685 EAST CARNEGIE DRIVE SU17 E 210 SAN BERNARDINO, CA 92408 OG/FG � oo 0o The State of California or Its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of Ws plan sheet. C-bar v 300 50 mm A.C. over 100 mm Class I. Type B Const. it. Permeable Material RC CHANNEL DESIGN DATA o . subgrade compocted to B-bor v 300 95% of maximum density Continuous behind Wall Channel LOADS EXTERNAL 9.820 KPa/m E.F.P. 13 In Exp. i INTERNAL 6.285 KPa/m E.F.P. Limof Channel Jt, n wall it EARTH PRESSURE 5.814 KPa/m E.F.P. Excavation I SOIL DEAD LOAD 1762 kg/m3 A-bar v 300 I I 150 mm Perforated LIVE LOAD HS20-44 Top of I � ;e o aced Collector Pipe Invert 1 (Match Existing) INVERT 'STRESSES fc' 28 MPG v 28 DAYS, A Gradation . � fc = 15.5 MPa fs - 165.5 MPa Covered low Transition Wall See Standard I . ' n = 7.2 section Wall Section o LO 1 � 41 WALL STRESSES 450 2 fc'- 28 MPG @ 28 DAYS,'B' Gradation fc - 12.4 MPa TYPICAL REINFORCING STEEL LAYOUT Filter Fabric o i fs = 165.5 MPG FOR TRANSITION WALL n = 8.0 TYPICAL EARTHWORK AND CHANNEL DRAINAGE . Extend F-hors and G-hors TRANSITION WALL SCHEDULE Into Culvert Invert LEFT WALL RIGHT WALL s 19TH STREET OV ERCROSSI NG F-bars STATION WALL HT TOP OF INVERT SECTION STATION WALL HT TOP OF INVERT SECTION / (m) ELEVATION (m) (m) ELEVATION (m) A 979.351 3810 482.884 A-A 9f79.351 38/0 482.894 A-A Extra *16 bar B 9+88J18 4621 482.520 9.83J61 4713 482.736 G-bars '�� �`' C 10+16.839 5507 481.328 Box Cu/V. 1011.882 5540 481.54/ Box Culy. 10+20.649 3810 481J70 8-B 10.20.64 3810 B-B 9 481.177 / Cucomongo Creek oc�• o '� y• Channel + TRANSITION WALL TABLE Extra *16 bar r1_1 / Ch CONCRETE REINFORCING STEEL / Flow SECTION Ht W/2F4/0 Tw Ts T A-bar a, 0z B-bar b b C-bar E-bar e - - - , FI bor F2 bar f 2 G bar 9 A-A 4730 4853 490 280 *22 3050 1450 *22 1520 2300 *19 *19 920 *16 *19 2440 *16 1980 / B-B1564014853 490 560 330 *25 3200 1450 *25 ' 1900 2440 *25 1 *19 2440 1 *16 1 *19 1 2440 1 *22 1 2370 / C-bars _ Notes: / 8-bars New Exten. L Exist Box New Exten. 1. Ht, shown is the design wall height. For octual wall heights see the Culvert A-bars General Plan• sheet. Tw and Ts shown are maximum thicknesses for transition wall at INVERT REINFORCING STEEL LAYOUT Extend C-bars 2. stations •B' and 'C'. Tw and Ts shall be uniformlyreduced to 305 mm Into Culvert Invert match the tl�cknesses of existing wall sections of stations 'A' and "D". Note. Top bars ore shown upstream side bottom bars are shown downstream J. Tw = 330 mm ExistingWall Sections at 25 T� = 254 mm side. Longitudinal bars are not shown. Ts = mm (`/-) Stations •A• and •D•. l*/-) "All dimensions ore in millimeters unless otherwise shown." DESIGN BY T. Soglom CHECKED M. Rovonlpour >sY: cry ©F�uPl �Y � , / IY r' BRIDGE No. Y' Toyfun Soglom 19TH STREET BRIDGE ( WIDEN) DET DESIGN OVERSIGHT AILS BY �A E A.CannOn CHECKED lel. Ravanlpour PROJECT ENGINEER C/7 y F� ,yc CVCA MO Km POST CHANNEL H A CA NNEL TRANSITI® N DETAILS 2 SIGNOFF DATE QUANTITIES BY E. Porto CHECKED A. CononTBY' DA EZZ I I ; ,i i ���� 1 I. 'GI i REVISION GATES (PRE L M NARY 5 i AGE ONL't ) OR IG I NAL SCALE IN MILLIMETERS I I I I + I I CU DISREGARD PRINTS BEARING HE OF FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90I EA EARLIER REVISION DATES T 1 4 5 �3 DIST COUNTY ROUTE POS MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 30 etrlc REGIST DCIVIL GINEER QRpFESSlpNq� T/3 �; T. SAGLAM ?� C 046164 PLANS APPROVALDATE µO' o � Exp. 12-31-02 (Offset) Vert.LayoutgT CIVIL SF or line (channel V1111'11AV641111111 WW 685 EAST CARNEGIE DRIVE SUITE 210 face) SAN BERNARDINO, CA 92408 r-� T H (mm) Q (mm) The Stote of Colifornlo or Its offJcers or agents shall not be responsJble for ' l3 2440 the owurocy or completeness of electronic coples of this plan sheet. Stem - as ' Constructed varies o 4270 25 DETAIL A varies to 4880 32 varies to Z 5490 38 varies to 6400 51 Post pocket - Wall - Tube post l0 mm hole for ' 7.9 mm cable II I I 10 mm c/r Mortar ; Channel o ! /75 Invert N •10 U) tot 2 APPROXIMATE WALL OFFSET VALUES Ln FOR TYPICAL CHANNEL WALL N 100 100 mm 0 x 305 mm post pocket 4-'13 x 450 . Exist RC Box New RC Box DETAIL B Limits of Exist 600 Top Slab End New RC Box Begin New RC Channel Transition Conc Removal 300 Invert Slab & Walls Limit of Bonding 50 mm Limit of Bonding New Construction 00.0 Existing 25 mm 25 mm Exist Rebors New Rebars End new RC Channel RC Channel Protective cover Transition Remove Existing Concrete 3 mm x 300 mm Neoprene (Hardboard or other 6004-2 Normal to Channel Centerline Bonded 75 mm min width Suitable Material) and Splice with Existing each side of point (fold - --- — �- * • Longitudinal bars by 600 Neoprene Into Chamfer) Outside Wall Face I - -- — - — -—- —-—• — - - - - - - - - - - - - - - - - - - • • • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Construction Joint _ -- - --- - - - - - - - - - - - -- - - - - - - t 19TH ST STAW I CONSTRUCTION NATES VARIES ' 61 11 I TRAVEL WAY CONSTRUCT NORTH BRIDGE ADDITION AND VARIES — VARIES ` \ 1 �1 6. 9 TO 9. —4. 3 TO PEDESTRIAN UNDERPASS METAL PIPE TEMP RAILING WB EB ADD I T I ON. �t w 'TYPE K' TRAVELED TRAVELED it STAGE I WAY ,NAY I \�;; ` ``\., 2 TRAFFIC ROUTED ON EX I STING 19TH. ,= I `;�. Q EXISTING STRIPING TO REMAIN IN PLACE. CONSTRUCTION I EXISTING + \ CUCAMONGA ACREEK 19TH STREETCHAI NEL CUCAMONGA CREEK CHANNEL ! ? \ •• 1 NO SCALE •• — —' — -- -1 L _ fi R 2 SECTION A—A NTS2E ` - .. .T 19TH STREET STAGE I - l `•� \� 11 "' OTAC�E_ �CONSTR[1C ION NOTES. y \ CONSTRUCT DETOUR AND PORTION OF 19TH STREET. SEE DETOUR PLANS. \IX TRAFFIC ROUTED ON EXISTING 19TH. STRIPING MODIFICATIONS REQUIRED-SEE TRAFFIC HANDLING PLAN SHEET 7. \� OMODIFY SIGNALIZATION TO FLASHING RED 4—WAY STOP CONFIGURATION. 3 1 e O U r NO SCALE C_ / i/ G• 19TH STREET STAGE R , STAC _�PHABE 1 CONSTRUCTION NOTES: OCONSTRUCT SOUTH SIDE OF BRIDCE AND 1 PORTION OF 19TH STREET. 1t Iry2 ` \ �'\ 2 TRAFFIC ROUTED ONTO DETOUR �� „ �7\ � \ O STRIPING MODIFICATIONS REQUIRED-SEE TRAFFIC HANDLING PLANS, SHEETS 8 AND 9. aft o oNO SCALE o J o - r —._.. s. , � I 19TH STREET STAGE IR PHASE 1 \, ��- / TA t, PHASE 2 CONSTRUCTION NOTES. REMOVE DETOUR AND REGRADE Is 5 SLOPE CONSTRUCT FINAL PORTION OF 19TH STREET. (SEE FINAL GRADING PLANS) r- a\ TRAFFIC ROUTED. ONTO COMPLETED PORTION `` 3 ROUTE TRAFFIC AROUND CONSTRUCTION AREA PER CALTRANS STD PLAN - - - - - - - - -- --- - - - - - - a \\� \�`•, 4O STRIPE TO FINAL CONFIGURATION. NO SCALE j � � - - - - -' '— """ —� - - ' - - + - -- - -: - - - � � \ 5 RETURN SIGNALIZATION TO NORMAL _ �,-.. ` 5 \ �` O CONFIGURATION. e: f ' f - - - - - - - - - - - - - ---- y.,_ -- — -- -- - --- .--- - -- —- -- stric T LEGEND AREA TO BE CONSTRUCTED ,. THIS STAGE - - SEAL (' \. k TRACT 14984 . ;. ;i. ;� ; . _, _._�. . _� ___�=_.,` ` •, ) '�� � �- �`,\\ \ ,. .---� I ► DIRECTION OF TRAFFIC Underground Service Alert ( 0 FORE o CITY OF RANCHOVEVYED BY CITY STAFF CUCAMONGA Cv& TOLL FREE "• M -~\ \� �\' '`, ; \\' /�/ �; DEPARTIrF_NT INITIAL DATE NO. 23814r \\ \ <> c \ \`, PUBLIC WORKS (OPER.) Exc.iN3-al-ot '� �►► ��� \`��\ \ APPROVED 8Y: %i auBLlc woRlcs (ENva 1 Fo���! 422-4133 19TH STREET STAGE M. PHASE 2 PUBLIC WORKS (WATER) CITY E GINEE DTE PUBLIC WORKS (TRAF.) OF CA�� TWO WORKING DAY R YOU DI RCE 2495'3 Exp. DATE-�Z- / _ FRE DEPT. BENCH MARK No. 128-86 REVISIONS PLANS PREPARED BY DRAWN BY: SC REVEWED BY CITY STAFF APPROVED BY: LOCATION MARK DATE HTW_ DESCRIPTION DATE APP'VD Associated Engineers DEPARTWENT INITIAL DATE CITY QF UPLAND SHEET DESIGNED BY: r� CITY of uPLA>ND BRASS olsc IN s/w CORNER 3311 EAST SHELBY STREET Sc Pueuc woRxs (OPER.) I /aU PCC OUTLET STRUCTURE 10 FT. WEST OF WEST ONTARIO, CALIFORNIA 91764 PUBLIC WORKS DIRE TOR / CITY ENGINEER DATE TRACT 14983 19TH STREET \1 WALL CUCAMONGA CREEK FLOOD CONTROL CHANNEL CHECKED BY: PUBLIC WORKS (ENV.) I Nl RCE 54'1$(. Exp. TE �2.� 31 0� NO 0.25 MILES NORTH OF 19TH STREET. Voice (909) 980-1982 DLG FAX (909) 941-0891 PUBLIC WORKS (WA ) /� REC;OMNEol BY: REC LADED BY: o_ RECOMMENDED BY: Pum WORKS (TRAP ) AQ 11 . ' n ,p STAGE CONSTRUCTION PLAN °� 9 SHEETS /O.3✓•IU �7�.Jl N . �/ �;tl� DRAWING No. ��/ 504.6602 m PMl1P Y. DOUGL RCE 23814 EXP 12/31/0 DATE DLG FIRE DEPT. S 1 av DEPUT CITY ENGINEER DEVELOPMENT SERVICES 0 This plan is copyrighted by Associated Engineers, Inc. 2000 I N)Cf 15 OCT 2000 12:39:48 - .y +- ..w - -�. _ - - - i I__.. _._.. . I ; 1 - -' ---- - _- - - - - '_ I I i j t i- -- -}- -- - -I- -- - -'-- -_. - _ -I--__._'._..-.!._..-_1__..i---'- --`�--- -- --- -- _. .__ ----1-- - --. ._ t_ _ i .. i j - i { - _ _ - - - t , _ t I i - -- - -- _ 1 1 i 1 I ! i I _�-- -- - -- >. -t--- ---'. --- ' I I I 1 , t ! , '{ , -1' I" --+- , ! t` I 1 , I- -�- ---+._--___.",'.__. --}---�---- -- --' ._. i j i I 1 -- f I ----4_ - --- - -- - -- - ---- - i- - --�_. V i- ! I I- -- -�- _ _ _ �- _ -- -_. - !_ _ _ �_ - 1- ! - {- I i - I I ! I ! _ ' I I ' ' -- ' _ _ I i I i i i I �_ I_ I - -j'- + _�.. --i- -}- ( __.fl ' � I C - 1 ._.. -._ I r t { r 4- _ f - ---- -- --1- .-- - 1 _ I I { I ! 1 ! I I i I ' I I I T j I HH- I I , ! 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I Sto 59+36.19 "E" WAY WATER i1! �; �\ '•\ �\� ''' '11 � � � ��- SEE TRACT 14984 ` ii \ \�^ V \ \ i 0 i �" , II I � `\ V' R I S1=R`,, o R/ * ,_ I_ \ � .I \ �-%% I!..- �; - I -} I I I I 90` BEND ® INSTALL 888.54 " C.M.L. & C. STEEL WATER MAIN, W/FITTINGS. 1-11 T _ _ VB ' .\ f z 1;� } - � t�- _,,,_� GATE VALVE. _ . .. ...�•-- -, .■ -w-.��.-�.�..-�•• .- -.��.. -• - Ill.'� _.IT.-'ilii 1" A� I—!V -0 6 . P; � - - -- ----- � STD. W6-11 fh 11A. -.., .. : •: �;; A c t" I �.. h ______V.._` REL I .. .... - _ TREE - _ _ - __ - !/ I I INSTALL 12 x 8 ECCENTRIC REDUCER WITH TOPS LEVEL. :v 19th - _ - - . - - ,�-■� + - -..�_.. -- - ---' - - - _ -- -- - __._ _ -_- - - - - - - - .���� � G -^ -J-G _ rr R ., I Sta 447 70.00 -_._ ------- - -_ _ D ___ _ _P_ ------ __ O7 RA FRE HYDRANT ASSEMBLY PER STD. W6-4 W/ RAISED _ .. - - - EXIST RCP S ao �. �2 PROTECT IN o 0.00 i MARKER. ` ____._. - --- - , 1 I Sto 455.0 E OR ZED 8 _ N 89°35'26"EA _ ____ ---__.____._� ______ r 1 ! __ ___ _____.__-_ -..__ _-. ____ - _.-- -. - _ _ _ _ N 89.30'36"E 1 -PLACE- ------ ! • - - - - - - A$p}+-----�-- _.-� -.._. --- �rj - �` _ _ - - - _ • INSTALL 1" WATER SERVICE LATERAL PER STD. W6-6, INSTALL __________ __..__.----____.._ __. -_-.__---- __ ___._.___ ------------- .---__._.______._.-.__.-- - ASf'H.. ---- _ - - - - -- -- _..--- - tt RIGHT-OF-WAY -- .. - - --- - - -- ---- ------ '- - - -- AND INSTALL 1 _ 1 GALVANIZED LATERAL TO RIGHT OF WAY LINE - - -- --- - _ _._ - -__..._.- --- 1 • A --- - 1 -" --2 -'- 2-' -'_ �- - W5 N89-29 54 E __K'_ _------ _452 _._._.__ 453 ..__-Ir%---- I 1 THREADED COUPLING MID 1" THREAD PLUG. ' u' - 419 87 5 __•-._- --___,__-. t� _-'___.446 4 451 cit -- ------- -..------ -- - --- -- -- n -i / _..__4 - - �q ! 414 IP�� °; • INSTALL 8" FULLY WELDED TAPPING SADDLE WITH FLANGED N89 35 26"E 128 N89' 36"E 38 53' - I -- __- - _ 10L --- - --- SD-= - - �"' _ { =- e" - ____ -- - VALVE, THRUST OCK, FL E Q ____ ___..� . r. - - r . . T T ---_. -. :- _ __ ___-_ _ _- E - R,AND TEST PLATE t 0 BE REMOVED). 0 _ . . L RE , . L. 11 t AVG ADAP 0 ,... ... .. i .. - 1. s -• 24"W BY tO HE ---I - - - _,t, :�> y Y -_ -- _ ___._..._-- _-. _-- INSTALL RS - ti� T-RE;E S ...� `', ,, �\ ;, ,-� _ . - _.,,._ . . -_.- -- -- _ .._.,,�-..:.�.�v. FLANGE f� BLIND FLANGE L �� t 'I' { :i . \, ` '\ �-, �: ` _� j �� , I CITY LIMI S `._ = ,\� -. _ 1 I 11 INSTALL 6" BLOW-OFF ASSY. PER STD. W6-8. �______ l R/W I \� 1' \ \ I ' � •1' 1 T � \. .r , I I ." / / ,.i._.:_,•._ `- �� I O ff \ 1.\ `•\ \ ,I MF _ I 1 II I I ���i ,-1 cn { i.. It 5 + \ , �� '` i II W (I I ; 'I I>��' � _ " S INSTALL 2" WATER SERVICE LATERAL PER STD. W6-6, INSTALL I ! a 2 GALVANM LATERAL TO RIGHT-OF-WAY LINE AND INSTALL s �� ',` \ \ \ I I l l r - 4O r \. RTP RAP ` 1 V. ! " I I{ f _ i 0° I i TANK 2" THREADED COUPLING AND 2" THREAD PLUG AND APPROVED T^ . - o I co >- ► rl OVED 23 END ` I < m 2 RP TYPE BACKFLOW DEVICE. \ \ 4 } L� ._ 146+66.16 ��' �- �a \ \ \ ` ; I Q°1 I 3,Q I I CITY LIMITS ® NOT APPLICABLE TO THIS SHEET. CFCD /W \ 1,I \, \� SBCF, R/W . `t 'L, \ ((� 1 �' �� J r I j J r��1 �I I ! ALL STATIONING SHOWN HEREON IS WATER 1'. I I LINF sTATIONINc. _----_. . _ __ _ _ V��.. \ �� \ Q I . \ 7RAC7 13, bb ! TRACT 14984 '� I i m' I' { ' I 2 - NOTE: A PERMIT IS REOURED FROM CALTRANS + PRIOR TO ANY WORK WITHIN 19TH STREET. z AND INSTALL 16" FLANGE COUPLING z SEAL ADAPTOR, 16" TEST PLATE (TO BE NOTE REMOVED AFTER TESTING IS ACCEPTED) ci 16" x 2' LONG FLANGED BY PLAIN-END CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITES IN �oFESSrpy� Underground Service Alert SPOOL, 19TH STREET WITH THE CITY OF RANCHO CUCAMONGA. l AND 16 x 12 FLANGE ECCENTRIC cyc FORE roG REDUCER WITH TOPS LEVEL. � � _ �' � Cat TOLL FREE 0 20. . � 40 80 1111111"I- Ivv�n BY aT>r sTA� 1-800 CITY OF RANCHO CUCAMONGA 0 _N .0 Exp.12-31 * �N DI:FARTAIE'NT �'lTiAl. DATE "� SCALE FEET �� woRxs ��� ' �,,. �� ���p 227-2500 . APPROVED BY: J PUBLIC WORKS (ENV.) PUBLIC MORICS (MATER) OF C A��EO . ;1 (.OL (-,� -, �/ I PUBLIc MORKs (rRAFa �__ TWO WORKING DAYS BEFORE YOU DIG RCE 253 Exp.DAT IT Y E GI EER DATE I--�- BENCH MARK No. 12R-86 REVISIONS DRAWN - FIE DEPT. PLANS PREPARED BY BY CT REVEVVED BY CITY STAFF APPROVED BY: SHEET Q LOCATION MARK DATE IMTiAL DESCRIPTION DATE APP'VD Associated Engineers DEPARTINT INITIAL DATE DESIGNED BY: CITY' QF UPLAND ��';1� 2" CITY of UPLAND BRASS Disc N s:rw CORNER 3311 EAST SHELBY STREET R- PUBLIC WORKS coPER.) �_ �- � to jjt d0 � '(JNI� L " PCC OUTLET STRUCTURE 10 FT. WEST OF WEST ONTARIO, CALIFORNIA 91764 PUBLIC WORKS DIRE OR / CITY ENGINEER DATE W"-'- ""�'GA GEEK �'� CONTROL CHANNEL CHECKED BY: PUBLIC WORKS (ENV.) M RCE 54786 Ex . DATE TRACT N0. 14983 3 U l AND 0.25 MILES NORTH OF 19TH STREET. Voice : (909) 980-1982 - - 1�. FAx a (909) 941-0891 PUBLIC WORKS (WA tpd RE D BY: RECOM Nam BY: 19th STREET WATER -' RECOMMENDED BY: PLANS CSR-30) OF 3 C . /yl /0-!lo- Z�cx)o - PuBI.K; WORKS (TRAF.) q �- " (7. l0�3I f 00 JRAWING No. PHILIP M. DOUGL RCE 23814 EXP 12/1/01 DATE FIRE DEPT. S l' 0 DUTY CITY ENGINEER DEVELOPMENT SERVICES Sta 445-f-00.00 to 455+28.61 _.. 1S5S.706 - RL �. 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VERT. - 1 : 80 - ------�-------- I\ , \ �= I TEMP iCONSTRUCTItIN E EMENTI , �,, \ ' IN, � � I L I \ I PROPOSM " S I REE I IMMVEMENTS IMPXT EXISTING I 1_0.,­ -, ,,� %. �. . � X .%, . . . 11 �.�.)� -, I 11.1 �I I 1� I" 1, \11, \ 14 14 = IRRIGATION SYSTEMS IN AND AROUND Ift STREET. I ASP � i� I \ % ,.�, 11,I" 1'� ,\ - I I . 1. % 1� � L 1. N (D 00 . .. C . \ %. K, L `�', , "L D r __ � I I . \ I "I.". IN , . '�,' - t i � ; I IS.,\ �, � ,� , �L / ! TEMPORARY REMOVAL OF EXISTING IRRIGATION SYSTEM SHALL BE . , I ' . I I .11 . .. 1, I . .N ;-, I I �L F\1 , I -A 11 . V, , i, \ , I .1 _� , \�w ?Z -A HO _N1 D . ! CONTRACTOR SHALL PROTECT SYSTEM IN PLACE, WH!ERE FEASIBLE. , C� I T y 0 .rr--j " , , ., _j f SBCFC r� / N] I [� I T y C r__j Lu SFZ!V (0 R/W I i UPLIN -0 ; I % 11 � . \ -1 \ 11-1 § I j �� D) u G -'A Nj 0 1 - -A i ,�" L �,�,­,-�--,-e, I " 11 �-\, _- I . ! 4 COORDINATED WITH CALTRANS AND THE 0TIES OF UPLAND AND I ,-_-�,�-__ L I ", . , ! � i TOP OF r-' .__ , � ' " I ,, . ':�:' , I " _ L __.,_ � \I .1 ;1, �. : L� L� -r . �,, , (D uj -4-i I . RANCHO CUCAMONGA. �,_ L ., - . i m , ....,.,,""",�� �11. � , L � I M, _j I -_ -1",�- \ � I, - � )". � 0 �6, J I I I i I . � - ! , - - T; . ' ,��=) �,," * �� 1 \ " ; ; UT L , ()." > � 11- -L L , , , __�, ''I , � ­ -1 4.0 :3: 1 /) �. �-- It- K9 TAI a \ -, " ', 0- J �-, - , 1, rs-1, L . Q X ; CONTRACTOR SHALL REPLACE SYSTEM TO THE SATISFACT*N OF C11- - N , ­ I ,-1, . \ ­ , � y,J \ 1� i .11,- �­ W L R & 11� � I .. ,," _', . I \1 ' " " L .* E I 0) � I 1.' 'LL'', I . I I 11 1�� 0 CALTRANS AND THE CITES OF UPLAND AND RANCHO CUCAMONGA. z -1 11 i I __L - 'L " *A A I ! I ! , � . ; --- - I , .� % 40 . I I L :�Ij�_ ::�_ 1`�_ : �� -�' . C N K .L CE I I I . . �, I 1 0 __, ; �., �­.1.11 N \ I I. k'L I V) X I -1 1. ;__ I 11 i 4 1 ! I�-_1- , , I' L ,11�-_: . I \ \ *�j i _x:�.Z'l�. T ST ET RID / \ , - \ I I , 2 �, to re) re) n t%�(.5 LLJ w i , I , � ,--1-" �� . ly- 0 0 ! I I - ­­: I fin I I I I. n L0 0) ill- F- . 1__.. , ­. i I` N . . - r_�-9)z __ ' CONSTRUCTK)N NOTES ' I �-, \4 0', \ \ \ (n If B " � - :A ­* ­ .;I;.i � I.. 11 0) __. \ q 911, \ i�� C Ut ON C EK . S -b z J_ _ _*- \R/W I ()L % jk . _F _ _ �, __ _ _,_____L. : i --- ___��L +, I I �,00>- L 0 - ' L , . '111_'��," 17!- i . . :,,�­ . � "\ L I I . \ , - ,; F_ .of 1--::) M . ­­ . . I __.,_ I � I I - \ � : � . ; ,� I N � , I < t . I .Ir_j - I - 1 _;7 ; � 04 L,j : I . s-1-1 I" . . I ; * _�,_� , , I \ , � I I co, CONSTRUCT .152 M AC OVER .204 M CLASS 2 AGGREGATE BASE. \ ', ' ' L It ,, I \ . I I , _ �I I % '.. \ IN! - " n 57<Z(.D r4)!�X . (D '' I k � _ . 0 "' ; I 11 1� I , - 1. - +,LLJ (7) I + fl__� + + ; x I - . 13 1. ii � C . 9 I � I -"I 11�+ 1 - LLJ Lu Z LLJ Ca �1 i - I I ;I -200" CURB AM GUTTER PER CALTRANS SM.PLAN A87,HT-200 MM. - L C HAWN L , TAL . '� . __ ,_,� 04 E0�_ C14 Lu 0 0 r-�� 6 !. " I I , .i to ­10 0 N -4-i I i , . ui .. ,C) (D r-." I _I-_ - I \ -N W-- .-.# m . � / 1* 7, -11_; 1. .. r - � � -1 , L 2- " .1 to\ 141 \ 00 , I- , - ' ' , (�) CONSTRUCT TYPE "A2 .F I L R;_- I -*, ___ r.., 1* --- - � __ - -e 01 I I , � " , �_ \ I /I R � � - - F_ I m - ______-- - PROPMD -- ­: . . , � i , L `­- I I , � : '! ' I ", "L _-, , I �__ - ­ ; i I , ," ,_1 - I \ - �.�` a i 0) � , -1 6 �I � _, � I - 11 I ­ - I 0 � . 0 0 1 z \ ( I ­ 11, � Q ,.I-- I .4a � -4-i - 4-J _w L I i � �, :,.I \ * �_ I :. I I - '. . I I . / �- 1 , � \,� : 0 CONSTRUCT AC WE "TM k PER CALTRANS SM.PLAN A87. 4 ,.A- , w��"K" "q-a,U--i Qf R/W . . ­ ­ IN � �A 4 - I.- 'I 0 n M CL 0 I � . .- - _­ .- ­ .- -.. ,- - I I 1, �____/< , CONSTRUCT SIDEWALK W LONGITUDINAL SCORING PER CU-P-3, _:� - " , � (n 'I 0 lr-_ mimu _ __ - , - ' , _ " -__ ;;; 111� I 1� I - I . __ __ " ---­­__ # , , ,- ...,-- - 11 L,,,,,�- __ ,. � V) - i . I I , -�­ -­�L,o"'..'=_ � _ _ _ _. ­_­­ __,,,A_� , , ____ ­­7� - ____:�-�-,�:--- LOCATION AND WIDTH PER TYPICAL SECTION. -_& - I 1 ­ � . C ��_!t"%".­." " , , 0 " 1�1 ., Z LLJ=) I - ,��x -�',E'4J w Lj_<+__ ., 1 '� ... _��z_-_ m - - . . I ____ i ­ I I- .. " .- - - -I _,__,__­_-­ -1 I— .. . ­­_ ----- * ­­_­_,_­_, , - ­_ .1.__ 0 w I, � z :_ x 11 I r__�� _.­�:­ ­ " , " ` I..---__- -w'm.wwwmwr,w*1 - - __1.1 . - -. - . ...--- a 0 �. % - , -,- , . � \ .6� I 'L 2 f ., .�,W- .11. __!.,�__._.1 _.1!!1!�.1 -1 / 1______-_-____-_, � 1� ­-_�,4 ", i / 0) , . , � � � L- . I - - \U- -_�''I., � 1. - - L . ---e-:-.-1 - .� I I I___ -�// I-ji 'L" ��(��, � \ - � - � �I - 11 _ ­_ .1 - �el____I "I. , -� - li� I . ­ � � ,\!.I-_ I­ ' ,� ,,, � I. , CONSTRUCT GUTTER DEPRESSION, TYPE "OL" PER CALTRANS SM PLAN D78. I . -1, I __ I I I I �� I i -I �i 1, ­ - I I .1, p, I � - . , � -- -- "*,, ­ -"- _ _ . , -1. - - I . .- \ , I - -:�;, -1 --- --' 41�.­­ .. -4,­- -I ­_ __ --- . I . \,1k..1: . ... . , __ I ;; ­-"..% 4; A 0 -m - � � . . 11 )tl I ;'\\ , N�� .1_400--1 4z__�_1 L- , ' ' 11- - L I � - __ . I _. A 7 k , - �,:,.Y I�-.- r, .1 . ­ ­ A _­", - - -.�.i, -,.�,�----�'y,-,,,..�..'�r,�,.,;:�*��,:;��a .­..­��_ - � i I ____ ____ _t_ I I,--,�,I�,I N 1: `�, .41 1 ., .­_ - -1-� ­_­ ­ , . - 4�,�.� - - -- . - , . _. ­_ - .- � _. 'rwm� ��_ --i , 1.���,_ ­ ­ - - .- .- _­ ­ ­ I � I - - 11 �,�_- � ­ - � .1 __ - - L - � ! � I !.- . Y,:f? , 11 � -�- lot .,�.! i I , - I . - _,,V. - L I I .__ _ I I . - , -- .-,__��, .�L�L��_ , ���� : �.-� ; I i I ���. �, . - � -.--,.i�I - / )klo4�ry 7W f / - � I . I - I - - - - - 7 , t ,.,� " , I ., I I � , / . . CONSTRUCT CURB RAMP "CASE E" PER CALTRANS SM. PLAN A88. ___1 � A I \ I . - / . L ;�i�,ii.;Kf_7 !.0- ­r4v� �_ -7 / � � \ , , t r11 / q* in � I "_ ,� �...�,: - / ; ,"4_".�: L�, I 'O,�j�...� 71 �r ,t "N", :�E � ___. --_.--__-----.--'--L--- � < r-, : 17 � � - _-._--�- sp", 1 8 - - - ­ � -------- _--L --L"/ . 1w / . _____ ._ __-__, 7 _­ . L 11,�� a I cm ; __ , . ­­­_I,__ -��__\7 �* . I- - __ ORE GATE. -30" CLEAR OF I 10 � // Id 11 ii �./ REMOVE EXISTING ASPHALT PAVEMENT;SAWCUT AT BEGINNING AND END OF CIDNSTRUCTON. : t ___ � __- __ . � -.". I . �� /-.... - � / \ rn . ...I- , // � . ­ . " 7/7 /"/- I _ I o- 13 - \ W-3. 48 '�,_\",___", L ' . ........ ­- I . , - _/ ­­"' -...----,- I -- ' -­ ,, Z 7' \ � . .A I ::&_ . - TRE Jl i -11 I ­ __ ��, L,�.....V � - � I , ' 2 _7" -_/------ - _/ " /__,L�7 x �,. / , -I­-11- '�:-- - ._ oo �*" - ­ _/1 . -.1---L'----, I ,�,- - / _.­_. L - . - . 8 REMOVE EXISTING CURB & GUTTER. . .- � .- 1 � �_ 19TH 5 I- ­- ­-_ 1- - -­_­.- ,-..--.--..--,� .-,.-.-..--,-'L'--"---'- - . 1-1. I .I..- ­ � -1 I 1� - - ­_ . . 6. . L : 0:0�v ,I\ `%�I ,I It I ­ ----"//- -- , .. I I -->'; I .. I I -1 -4 - - .. I a - -- - t"_l - I 1 '36 - , I \ -I -I-_ . __ , ,- - - -__--1- ' - I (�) INSTALL 16,000 LUMEN H.P.S.V.LUMINARE WITH 1.829 MAST ARM ON STANDARD CONCRETE POLE. - - N - - -- � .,-JL--.;- I - - I �,� ----,&�_ __ __ - I / I - ; -- -- .-- '- ­"__ ­_­­ ­ '- - .1 i . / 11 "L 1, " I --- 11 . ­-&- - ­ -- - ­­ --.1-- "_ _IF � ! �L'' - . I � � ) ­,­­_ - .- -C ------ -- I/ / - - ---. - _ --- i : : __ , -- - I__ I / lil - w ,�,_ -1 11 1 7-1, Ill - "-. �q I- Vy "� � 1, 8 j� il 7:;� JI 1 ,1119 "I I T S R" , , . .1 . � _ .-A - yy . I . -/- - L I.. -..­;/ ..- -77 H I I . @ TAPER COLD PLANE AND CONSTRUCT A.C. PAVEMENT OVERLAY 0.030 M MR. THICK. W5n :,%, -1 ") / , I " -1 \ , � '. !;� "I" �--- ,-,, � 1 1 1 . "I, . - 11 i" �,'-L. ___ . __ I .-___-,..;, i I �.;ri ­- -- --"_____ ,-, - - __ *- , . .--. --11 .. __ . ­­.­ gtl - , I -i - I L--- - ­­--'-. �­ I t I I . i . , --w-* Ile' . . . -UL � I .. 41/ __ - __ � - 1, - __ - - _____i�__ _­ - - ,11 i I f fl- I I .-, -to 15 f L '. - - -,- - :'. .- - _'11 i INSTALL LIKE KIND CORRUGATED METAL PIPE TO MATCH EXISTING. lw'�6 x , , -,- __ - - - 7 - _j I i t�-W- - - � .. -I.-- - _V - --- -__ I !,;I ­ _%_�� , I .-- 7w__ __ - , ' Ru 0 - - .. ­ . L"'." � - ---- , _/ � - --/-� -­�,-�-. �_-- - 2/1 1 J__ __ --- \N $ - ).... ... ­ / T_ k I _ 1, ----,o 11-,��­:t,.W:111.10'L._--.i �k -.- MON 1 11 40 -_. I I , - _� _14 .� - 7 -.""w-­­1xk ­,.,,--f_..-__GA..T.Y, �,.0177��. NCH U I -.--w A - &12 INSTALL CALTRANS ROCK SLOPE PROTECTION "FACIING" CLASS, T-.550m WITH GEOTEXTLE 0 10 40 to q 4 I i I ___ �vx k I - - L =, ,m - _�. ___1 - I - x C L - . - I __ mu!- - __ d / 1� I \ 'N" , 11 - I 11 ­ � �_!-,-_-wqP - - __7 _�_71-w __0 ,-- ��,! _E__., , - I � I ,It '.I . __mL_mr­mL.T_'_,_ L L- Le. _]m -1 -I - - - 20 - - 7�� �, I ­ - ' =4-1.__ L 6� - I - FABRIC. I � I j X� . � A -L �, - ,.- k -Y-1 I4+1 I - _L 4 _T-_- I I � - I __ .L- ----_--_­ � � - . t;1.1,I ,�'�,411, Li 'IT-,, i - - L - 7!___-- - - � __ �-1. I.. J-- ­ I " __ -. , , - , I R - I I L,�, I 11 nw- -- -T - r-fZ7 , - . __ - r, I . 1- . I i I I L " " I - _ 4 - - __ I� _; �,L- I 0 �­ - -c- I- _ I , \ i L � ­ __� 'Ill I �,_". I _ , _:_..., 1-11� L- . 1.1__ __� . , � i __ -- - '0�-,- - ­ ­ LL �11_ - I,,I -, - ,, , '' -L - ____._­ -1-I '­. I . RELOCATE EXISTING METAL BEAM GUARD RAIL PER CALTRANS SM PLAN A77D, TYPE IIM FLARE - , - - ,_� I IV - �,"�, kk .--"-- ­�:j __ ,_.......... . -1 - - r I/��: (WOOD POST). _.. � L cc :�b I . 11. .. �_.,L . � so - - "I * � � " L ,I 11,� 0 . i , �...� , , L' ­ - ' I—, "' ' � , @ . .. . i. 1. - L � __ I _k- I I I 1� � . , ­�,�-­�,�,:,­_�-,,-rw�� I . . \ , "f _� � _.i�� --- L�, "I, SCALE METERS 4-0 , 11 "r I � - . 11 I ,,-. 0 - . I I I ,� .. . 'L�� ­-­_�� ,.1-...�­, - � 1`�\ -, I ,,I- ,L 1,4 V - \ . � � .. I - 7 j i ,�C I I� --- I I __ � _+� I . . ;i - I I L � I I __ � _�� I I L . I i �- _ 11 I&\ ,�I , n 11 I I ..11 , , : i ; I - , " , I,- ,. '�' 8 CONSTRUCT PCC DRIVEWAY MR CALTRANS SM. MAN A87. - , --*,� --, I - I I , I ; I( _111.1 _ " , 7 i I � r I \ � . . I i -1 \ . . , � � ­ � � I !� I �i t .,(--- I co - I - * .'I.,- f_.,I. __. , \ , :1�1_ 01 I I l, I"e Q� I L I \_ 24"W BY OTHERS ' , i� � i ­ .� 0 f��_� C) , i : I I � m \ L - � i , i 1 .� I 1 i I, �- (0 I Am..� 1 >_ ; - 16 � () - � Irrl -* �, � � 1 ! ., I i i "� � fA CK 15 EXISTING UTILITY TO BE RELOCATED (BY OTHERS). I 1 ,13 1. 0 . 0 4, \ E w i . J I . ! F_ d/ :�4 UJI 3;: . I < � , 15 11" . 11, , (if ; ; i . ! i I � 1�' I .1 � C�uj Q� - � � , i i ; !I ,j! t" - C, I-__ 4 ------� - .,. .6,1 - I � , r, W . - m - , *-.,/ . 1 1 I 1_a" 31: . . I ,_�11 '\ � I (0 �_ I I ! ! I � : . 1 I 1 . ) >_ 16 INSTALL WHIGH CHAIN LINK FENCE. � _ ''I'll, 11 I- ��­ � .�-,4*w,,,. �& + ui , % leR, ,1� 1.1 ) N . + r-0�- ) ? I ! i I I I 11 m 0 1, I - '\jr, > L, RELO6ATE E�ISTING', A I I I I I . i I :� I i : ''I - - .. I -1 in - I, ; ,,�), , 14 C:)!� E INSTAL .038m re I ,. . , (0 >- 17 CONSTRUCT 3" AC OVER COMPACTED NATIVE SOL. 11 t_�,�.wr,w I - - -#� , q I \ �. (0�_to r, a;Z:D , - 1� .4 PIPE JGATERAT 88fCFtD I I 0 1 - a) - . , . I . - L I I 11 . \\\.. A 12 -%. �% '* I,-- RIGID METAL SIGNAL cr P0 . : ! . ", S - I . . � . I " �E - � 11 ' w . �_ I � I - I 'L I AC - ROAD � k `_` SIDEW K, RETAJNING I L a 0(3) CONDUIT WITH CS V)0 i i I I # . . w , QtS8 � 1. I ,,,_� * uj . m . NOT APPLICABLE TO THIS SHEET. I I I I A> " 45 uJ : 0 _11 ��- _­ I * L � , I ALLS, ARRIER & - K". L I ; - I xj i i ",­ L I I V- )m P P.B. 0 100.584m O.C. + q __ .� ,_­_ :-r " , 17 , I';( � � ! ,� etric . ."- "..., .___�:,:-VqF�-, , L � L I . �I I I CC �uj � �:: i ! I . . z . I , - .- + 0 " . \ AIN LI K FENCE PER . �_ t ! . I � I L S I I., I Ob ! i 11� 11 , , . . '\ i . 10 � +_ i , LO I" '. �, ( L . I I 11 1 � ILL H S , .FT BRIDGE/ I .- 0�_m - � . I I 1� .*.p k - -- - ­ ­­­­­_') I ; � I I: < A - ­.­.--� .. �. 1'�� w w i ; 4 I'll, - k A I 11 I I I \1 K--'--'-: z uj=) � I R THE CONSTRUCTION 1-b 0-51 I I . .. I ,�S X \ 17 - NOT ; I . L w ! . �� I \\ - Z 4� , . L' DETAN 0 1 1 . ETAL PIPE PEDESTRIAN UNDERCROSSING I J , ma �, - i . � L i i � - I 1 u)m , �� �_ - I � I " -7 It . I 1 1 i i EXTENSION FOR APPROVAL TO THE CITYS OF UPLAND AND RANCHO CUCAMONGA, 4.5 uJ __�- � I A PERMIT IS REQUIRED FROM CALTRANS I � -_ - . L � I 1A � I : SEAL I ! . % I % 1� I PRIOR TO ANY�i WORK WITHIN 19TH STREEt. I i i � 'L, . . I I i ; � 1 ; - . � N. ; ! ; 1� � . I _1 I, I N I 1, L I � S13CFCD, MD ARMY CORP. OF ENGINEERS PRIOR TO CONSTRUCTiON. '. ..� 11 � I ,__,� I . , " . � � : I'; -, - � I N I % ! i . L 4 I I i " 1 , . � I \ %', \ t I � . I - \ � ; ` Qf4s E W � I . -_ "n), ,4�, � . NOTE: I ! RWESWS/ If Underground Service Alert � SB 0 R/W i, '\ .� ! i - e I I L . .� .-1.71- A SEPARATE PERMIT I$ REQUIRED FROM I ��: . N I I ! � \'� _�- \ in . i'A OUNTY FLOOD CONTROL ; ; � 11 t . . . SAN BERNARDINO C I I t, i k I f _... _ � I -1 I L _�� 1.10 . ; I . 1C.-i! � \ \ L ,. DISTRICT (sBCFCD) PRIOR TO ANY WORK I F&_VFVVM BY CITY STAFF , .:,. ' i ; I \ It ,O) . ; - I- I I R�. _�;, 1, " 11 . %!��, + ��11 1 i OF RANC "I - IL wv" - Cat TOLL FREE � IL �� I , I �� I " ­. \ \ . WITHIN SBCFCD RIGHT ,OF WAY. I I - ' 1 CITY L . I I \ . DEPARTk*?ir INITIAL DATE 2 - r� u 0 . � .1 / � lr�:: % , ­ - . � - I . I .1 li, � � I., � L. L I - 1 m� :10 I I I YRA ' . - 11-1.1 \ - . if �j S ­ , 4 SV . No. 23014 , I -1 . � t 'N" - CFCD R/W �, z I I I - ; .",I � i � i 11 . � . ". NOTE: '-- i PUBLIC WORKS (OPER.) 41 M 1-800 1 t i-I .11 _ '� I.L. !: I I 11 I� I\ � ,�- , a \ . CONTRACT00 TO COORDINATE CONSWTION ACTIVITES IN I 1 APPROVM BY: Exp.12-31-M \,"1�_r�, \ -4-i . � . 1 422-4133 . (n 11 L 19TH' STREET WrrH THE CITY OF RANCHO-CUCAMONGA. I - . I PUBLIC WORKS (ENV.) 0 \� I 9 NOTE: ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED. Z' . Z�71fy"(j PUBLIC WORKS (WATER) ITY ENGINEER- � OM PUBLIC WORKS (TRAF.) - TWO WORKING DAYS BEFORE YOU DIG -,-- RCE Z4116S Exp. DAT 12---3/-Of . qiAT FIRE DEPT. - BENCH MARK No. 1213-86 REVISIONS DRAWNBY: Sc REVEWED BY crry STAff APMOVM BY: LOCATION MARK I DATE INITIAL DATE APP'VD Associated EL �gineers I -, DEPARTMM INITIAL DATE ND SHEET 211 CITY OF UPLAND BRASS DISC IN S/W CORNER I - __ DESIGNED BY: Sc I 161 PCC OUTLET STRUCTURE 10 FT. WEST OF WEST I - - iEET . PUBLIC WORKS (OPER.) 4 i AvAk (LI vw-� I - Is WALL CUCMfONGA CREEK FLOOD CONTROL CHANNEL ONTARIO, CALIFORNIA 1-11764 CHECKED BY: PUBLIC WORKS (ENV.) 'T'F'- PUBLIC WORKS DIR CTOR / CITY ENGINEER N5 AND 0.25 MILES NORTH OF 19TH STREET. . __- Voice : (909) 980-1982 1 DLG I PUBLIC WORKS (WA6)- *11/ RCE5470 EXP. ATE 11-11-010 TRACT 14983 � 19TH STREET __ FAX : (909) 941-0891 RECOMMENDED BY: W4f _ e RECOMKIFNDED BY: RECOMMFNDED BY: OF 9 SHEM . , - __ -I � - i I 4- , ! I I I I ,07 1 -1 I >. I , _�� ___ i �_ t 4 � I -T--- r--.;. ; I i , I I � - I T i!ii , __ ",� P I � � I - ��� �T I -1 I I I I �; -i-az I Tr -'rl T, I �_ 1, . 11 4 , I , I 01 , � i I � ! --1--f'R1D , I _� , ­ - -- L1111 - I �11'-- -2 " I - E , ,--.*- I - I I � L , . I ! -, !ti_ 11____ I i . - i I I ; , I � - � I , � I it - I , , I , I , , 4 - I ! I i I ,_ _� I i ! I I I I 1 1 I , I , I . t I I --- __ -,-- __� I - - I. I I v-,_',"__�__.`_�_ I' I I i� I It I �_ I - _ _ _ I I I , I -_t_�:�7' -�"-7 . t 01 I . "- i I I I- I I � " I � I I i 1, I 1) 5 1 1 1 I I t I I I EI-EV 504.WO2 im . - /41- 0t. "�4w /0 -9 -9000 KWIC WORKS (TRAR) A A' STREET IMPROVEMENT PLANS . m _t___f- PHLIP CE 23814 EXP 12/31/01 DATE DLG FIRE DEPT. ��� � 4A %0- &4 - 161#11tv L I I M. D0UGL& R (0,31-A ?Wp, 30it- DRAWING No. This plan is copyrighted by Associated Engineers, Inc. 2000 a DEPUTY CITY ENGINEER - I DEVELOPMENT SERVICES I __ ­ qmm� 160q I I __ __ 4t I boq \X \ \\ \ \ \ ` \ DETOUR "All JL EXIST TEMP FENCE 1.2 A 1.2m 19TH STREET (TYPE CL-1.8) .6m 3.6m VAR VAR VAR 2m VARIES 1m BEYOND TOP \ �� �� OF SLOPE 760 mm .6 MI \ 1 Syn \ cam\ /' \ �\ \,\w9\ \�-• ` mm \ \ _ do �- r \ ATTER -9 1 i \ , ` \\` •\ \ 5' 2% — PORTION OF NEW \ B 21 t �� X\ \ \ `\ \ ` ` 19TH STREET \` - \ \ \ •� \ ` �� \ C23 TEMP RAILING \ \ -,\ \�� \ `\ (TYPE K) SECTION D-D "J _.J - \`\ \ / \\.` \\\\\\ �\\\\`\ \ \.\ NOT TO SCALE f \ v! 1R SH ASPH. 1\ \ y\\ \ \', ` r 1 + C14 `\ \` \���� `- TEMP CRASH CUSHION � SAND FILLED ARRAY E TYPE "TB" PROPOSED,- END -o ' ' \ \ \ ` ` `\ . \ 46+76.161 , loom loom a � END TEMP RAILING (TYPE K) -,Y SEDC R 1 � i 8.75m LT I 1 �y -TYPE III BARRICADESRl kq \ " y \ __ APER 8 F j. �t�, _.—__-- - - Y C36 � � C -- __.- _ _ _---- - \ 5 8 6 ,I R 1 C PROPOSED 1,9THJSTREET - - - -+ 3.6 - - ---vim-- - --1--- - - - 6 - -- - -- 6 a _ _ H ASF' ,. _.. - - =_ ,: � _ : � - � 4 7� cn VARIES 45 Cie : 3.. �� � �� l � ___ - - --j=---._- --.�----- --- VARI€�---- i --- - --------- --- -- -- �-- -- __ I f 3 6 MIN ' 1 — — F--R.�k1VGkl0 ODS _._ v - ------ -J_. --- - ------- --_. ____ �i I i i 4_ _ �'S R l - � � . EET .___ � ;, CITY �F ISLAND s ao\ ti i (��� _ + __ - -` -_-1' •._._�.._ 1'f I J ': A \\V yV� ' 11`'�j _.'�, A L'\ _ - _ - - --__ A\ ��/ ...,_ - , ./ - _Ji _A,_A_ '-i```_' '/- l t� \ ^,_ _ -tf f \ `\ \\` •\\ t -� 7, \\ -f 1 \\ C \\\ �+ 1 `n.1•- / 1, i 4 &0,12 �� „ - - - - _ 4 \ `\.`\� �`, \�\ \ \i\ i\\\ 7 REMOVE CONFLICTING TEM RAILING A-TYPE K) ;� . _� 1 ' - t/ ;;r / \ \\\� \ \ \ ``\ \ ,,t , , 21 ( j I 2:$50 T � \ --� --- i i _J 1 i I i �_ =- _� .` ,. -- - - _\ 5\ , \! \ \ ` \\. '�`, �... EXISTING STRIPING I TANK PRbPOSED 19T ' �� �+ tPR/' \ I F- I H STRE��f J \\ ,1 \� R !P RA + �' \ IST&G /W _ '� \� , \ w p I , ' 1-j C14 r > I \ , \ RUSH - ' _.�..a_ C23 etric ! LEGEND 1 AREA UNDER CONSTRUCTION SEAL THIS STAGE QROfESSIpNUnderground Service Alert 0 10 20 40 FORE Yo DIRECTION OF TRAVEL _ - CITY OF RANCHO CUCAMONGA REQ BY CITY STAFF v_J � >�_ �+ � o G� Celt TOLL FREE SCALE DEPA�TAfM INITIAL DAT METERS No._ e�aim_ _ E Exp.l'.3� '" 1-800 21 STRIPING E TAIL NUMBER APPROVED BY: PUBLIC WORKS (OPER.) 422-4133 - PUBLIC WORKS (ENV.) F of cA�\ TRAFFIC SI �N t��c WORKS (WATER) NOTE: ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED. UBLIC WORKS DIRECT r cl Y ENGINEER AT PtELIC WORKS cTRAFa TWO WORKING DAYS BEFORE YOU DIG RCE Exp. DAT TZ BENCH MARK No. 12B-86 REVISIONS DRAWN e FRE DEPT. PLANS PREPARED Y ED Y B REVEWED BY CITY STAFF APPROVED BY: SHEET LOCATION MARK DATE INITIAL DESCRIPTION DATE APP'VD AS$�C�atQd Engineers SC 9 DESIGNED BY: �' TIAL DATE CITY OF U r' CITY OF uSTRUC BRE 1 DISC T. E siw CORNER 3311 EAST SHELBY STREET SC PUBLIC WORKS (OPER.) �1 ti t J1 PCC OUTLET STRUCTURE 10 FT. WEST OF WEST ONTARIO, CALIFORNIA 91764 UBLIC WORKS DIRE OR / CIT N (NEER WALL CUCAMONGA CREEK FLOOD CONTROL CHANNEL CHECKED BY: DATE AND 0.25 PUBLIC WORKS (ENV.) �' RCE Ex . DA E DETOUR7 I�NI.Es NORTH of 19TH STREET. Voice � (909) 980-1982 DLO HANDLING PLANS h FAX : (909) 941-0891 PUBLIC WORKS (WA ) n RECOMWNDEO BY: RECOMMENDED BY: ��� BY:PSTAGE 11 OF 9 SHEETS � ELEV 304.6602 m UBLrIc WORKS cTRAFa A(p !o/l� ' PHILIP M. DOUGLAS RCE 2381 DLG 4 EXP 12/31/01 DATE l � DRAWING Na. A FRE DEPT. EPUTY CITY ENGINEER DEVELOPMENT y9T This Ion is copyrighted b SERVICES H STREET py Associated Engineers, Inc. 2000 I�o 160q 11, nrT onnn 17•A1•A1 A d„ •'a DETOUR AND STAGE CONSTRUCTION QUANTITES . 155 m AC PAVEMENT OVER . 200 m AGGREGATE BASE-------------------- 8889 m2 TEMPORARY FENCING (TYPE CL- 1 - 8)------------------------------------------960 m 1 / TEMPORARY RAILING (TYPE K) \ �� t` \\ \�' \\ �,..- ------------------------------------------------- 1260 m N. x IN \ \ , NN TRAFFIC STRIPE DETAIL 21 1347 m \ 1 \ ` '` \ t \ 1 \ \ TRAFFIC RIPE \ \ _\ `\ \ � � \. `\ \\ , C ST DETAIL 278--------------------------------------------------2420 m , 1 \ \ \ �\ r ; \ / \ , \� \ TRAFFIC STRIPE DETAIL 150m DENSV �;. `\ PAVEMENT MARK -------------- -. 1 . 32 m2 ` ERS_ \ �\ 1 \ l r \ '�- - -._\ 9\\ 100 mm WHITE DIAGONAL STRIPING -----------------------------------55 m \ i \ -------- +. � ; _�..\ _ _S � ,,\\ \ `' \� '�, �\, 4 -'`�� '.' \ �\ +�\ \ \\\ \.�._, • , _ \`\ CONSTRUCT I --------- EA ON SIGNS GNS --------------------------------------------------- 28 ? _ �\ \ \ \ \ \ i \ \� � \\ 1 TYPE III BARRICADES----------------------------------------=------------------3 EA ' 1. �' +,�.,`l, � i _.\ \ \\.���\ .\ 1 . L { j 1 •\� ``'�\\\ \\\ \ .` -' 1 _ �� ', 1 \ , �\ \\ �►�l, i.l '( \ \\\\ \ SURFACE MOUNTED CHANNEL I ZERS----------------------------------------------6 EA NL `t \\ \'`. I \\ 1 \\ \ \\ \ , \\ \\ TEMPORARY DRA I NAGE . 600 RCP----------------------------------------------- 85 m j. x \\\�\� EXCAVATION ------------------------------------------------------------------------17863 CM TE EMBANKMENT Yrs t, `\ \�9y /((( \;\ \ / \ `\ 1 \, ', \\\ \\�\ \ \\ EMBANKMENT ------------------------------------------------------------------------ 1414 CM t y t '�CONS, TfoN EASEMENT` \ \ \ \ \ -- /\� \ \ ,\ 9 , , \' \ ' a�\ \� \ \` \ TEMPORARY CRASH CUSH I ON (TYPE TB)--------------------------------------.3 EA ``�_J TEMP,�ENCE 1 1 ` \ \ \ \ \.\ . \ }\ \ \ \ ,\ -�tf E -1.9) IN N. x 1A 7_1 _4�i NN w O \ '�• X� J �3R SH \ ��� \\ / .1 CIV ASPI I. \ ` \\\� `�\\ ti \ C I J� Y 05 Q w CL IN "IN PIS 5< ui 'V/J� ; ti \ ` , \ ` • \\ \\ `\ \ \`\ \ '\IN SIGNS \\ DETOUR S I GNS .� M DETOUR \ FROM STAGE II N o FROM STAGE I.1 I' _ -, 7 l \ \ - '�\ \ \\, `,\ \ ` \`\ \'\ - TO REMAIN" I c> i \ '` TO REMAIN a rn P L! O \ \ \ \ 'I J, yy I \ , XX,\ \ + `� r : joOSED _ r } ?�, �` \ \ \ \ , . s' 0 ANAL WHITE - _ '' `_.� _ �D 1 \ .i \ \ \,.\ \ `\ \ -\-STR I PE 0. C. TYPE I V l I \ ��_:.__ ��( PAS - ' I ■ 1 ` i .�� A r_ 1 : VARIES .6 MIN ho 1 8 \ � i (t I MP 19TH STREET --,' — l -- .- - - t_ 1 : I 06 i I 4 N _ _ - - - — t ` i _ __ J \C] 1Y OF UPLAND _ r _I _J '' �- _! __ \ ' i � �r � r •` - ----- - ..____.._._ - it - _I t C-1 I 9 ti _ OA (R) v \ � 3�0'� END 7 B r � �� j 1 \ TEMP RAILING (TYPE K> �iulOUNT ON LIGHT XI 1 EXIST 19TH STREET -E SfIN�'�F�V .150 RT E ��//.. RET ��! 3, A - � MST ARM I A _/ ,k( i 1 ><:.� 1'. I 1 �I \? .1'� S�RFACE MO ,A R I!P RAP,,;' \�J , \\ l C.•,i \\\.` \ \\�\ \ P CUSHION [J- � i i `C _ _ \ -� \ ' "�-' D ARRA : � � 1 -�" ,. � \ '; ,, � \ � `� � SAN FILLED YUNTE \� `\\ , \ \ '``-r---w-� r' y. �'�.._ ;- - w ,� 1 '1' TYPE �� �, CI-MANN \ E TB EL I ZERS T \ 6 C IN IN\ , NN " -!e trjcC.i 486 a „-` r '�� \ L._ \ \\ \ \ \��J \ ``i....', `,`\` 1 \ t 1 \ - 1 i, 1 \ \\ \i\ �' 1',x,1 i+ ( � I �- \\\\rNx \ DETOUR SIGNS . \\ r�ON� STAGE 11 I DETOUR SIGNS , \ TO REMAIN I -1 FROM STAGE III SEAL TO REMAIN QROFESSIpyq� Underground Service Alert CITY OF RANCHO CUCAMONGA ��� BY cR,r STAFF FORE yo ti c o G p0'fl�L1f1_� � Cat TOLL �E DEp'AR11VlT INITIAL DATE CkNo.X81.4— 1-800 0 10 2 0 4 0 Exo La-; ► " APPROVED BY: PUBLIC WORKS (OPER.) �qlF I ���� 422-4133 SCALE _ PUBLIC WORKS (ENV.) //�� PUBLIC WORKS (WATER) OF CA��� METERS (M�� 4AT PueLK; woPlcs (TRAF.) TWO WORKING DAYS BEFORE YOU DIG NOTE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED. CITY ENGINEER E RCE 24953 Exp. DA FIRE DEPT. BENCH MARK No. 1213—$6 REVISIONS PLANS PREPARED BY DRAWN BY: Sc REVEWED BY CITY STAFF APPROVED BY: SHEET LOCATION MARK DATE INITIAL DESCRIPTION DATE APP VD DESIGNED BY: CITY OF U Associated Engineers DEPARTIII�NT INITIAL DATE 2 CITY OF UPLAND BRASS DISC IN S/W CORNER 3311 EAST SHELBY STREET Sc PUBLIC WORKS (OPER.) -amu - l a Is o 0 PCC OUTLET STRUCTURE to FT. WEST of WEST ONTARIO, CALIFORNIA 91764 PUB uc WORKS DIRECTOR C Y (NEER DATE 9 WALL .25 MILES CREEK FLOOD CONTROL CHANNEL CHECKED BY: PUBLIC WORKS (ENV.) RCE47Z Ex ATE A- DETOUR TRAFFIC HANDLING PLANS ilkAND 0.25 MILES NORTH OF 19TH STREET. FAX Voice (909) 9410-0891-1982 DLG PUBLIC WORKS (WATER 1 �� f� RECOA CNC D BY: RE BY: RECOMMENDED BY: p STAGE 1119 PHASEOF 9PUBLIC WORKS (TRAF.) Gt �0�14 h � • Op 1 DRAWING No. _ �' 9TH STREET 80� RFLP M. DOUGLAS RCE 23814 EXP 12/31/01 DATE FIRE DEPT. �' EPUTY CITY EN (NEER DEVELOPMENT SERVICES _ 804.AB02 m DLG � lis plan is copyrighted by Associated Engineers, Inc. 2000 60L+ ir, nrT 900(l ,�• ,a•n,