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HomeMy WebLinkAbout1870 BM NO. 10048 ELEV: 1302.317 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED C1 Y 0-F -RANCHO CUCAM- - ONGA "CITY OF RANCHO CUCAMONGA BM 10048 1987" AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL COUNTRY CLUB DRIVE, 75 FT. WEST OF CENTERLINE OF CARNELIAN STREET. A _ , OrMt r�"�"AOF" l 0 r x1; I Y ,� FR �'� � � �� � ► o $ CUCAMONGA � � o h u a` = Q a{ AlmondRtJ��= V�� lr�1 8 Hillside R�R �y - - W Wilson AV GENER4. NOTES: Banyan St r a 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and 13s8 13s8 - o +oFw.Y loth St the Standard Specifications for Public Works Construction, (Green Book), 1994 12" CURB 12" CURB Edition and including the 1995 supplement. 22' 32' 15" GUTTER 15" GUTTER 12" CURB ease Lk*Rd aae'tiitreRd EXISTING 2. Public and Private utilities and substructures shown hereon aro from available 2' 20' 8 (EXISTING) (EXISTING) 64' 15" GUTTER records. The Contractor shall be responsible for protecting all utilities and 32' 32' (EXISTING) FoOM4O: P P 9 pconangl substructures as shown within the construction limits of this project and shall be — — — — 4 1444 12' 12' 1444 Arrow Rt -- - - -- -- - ArowRt responsible for any damage as a result of the construction operations. 6 tttn St 2.73% -- -2.24'7, 0 Freeway > 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the BERM C I l l vAR�ES _ _ - -- - - - - - -- - _ VARIES I l ecn sQ probleSt ms. following,utilities two working days prior to construction or regarding any i I I I a K ;` �'"� t > Southern California Edison Co. 909 357-6240 3 5 i� 2 2 �' ' 10 Freeway Southern California Edison Co. - EMERGENCY ONLY 800 611-1911 1384 40 -20 0 20 40 384 -20 = _ W 2 0 20 40 Southern California Gas Co. - EMERGENCY ONLY 800 427-2000 Southern California Gas Co. - Rich Gibson 909 335-7583 84+48.22 TO 88+50 100+65.39 TO 139+99 (19TH STREET) _Lp_Gq�Q� p Verizon Telephone Co. - Ivan Robidoux 1760 245-0846 Cucamonga County Water District - EMERGENCY ONLY 909 987-2591 1380 1380 NOT TO s� Cucamonga County Water District 909 483-7440 4, The contractor shall notify the City of Rancho Cucamonga Police Department, The 41' 32' ' ' City of Rancho Cucamonga Fire Department and any affected school district 72 VARIES 41TO 31 , STA 83+70.90 TO 84+23.13 12" CURB 3 6 NOTES: hours prior to construction to advise them of any detour and/or road closures. ` _ _ 19' 15" GUTTER � TRACT 15783 VARIES 31' TO 19' (EXISTING) _ VARIES FROM CL TO X-WALK LIMIT LI E / L OF G VARIES FROM CL TO X-WALK LIMIT LINE / L OF G &SAWCUT 5• For inspection of this project, the Contractor shall contact the Public Works IMPROVEMENTS STA 82+50 TO 8 — _ 1448 —VARIABLE 00" COLD PLANE 0.12' TO o', SEE DETARS -A- AND -B- SH. 1 Section at 909 477-2740 ext. 4075, Mond - Thursday, 1448 VARIES -0.549 ( ) ay ay, and at least two 84+27.85 � VARIES 0.72 . workingd prior to the construction start date. —— — 0,12 DEPTH COLD PLANE � P � 4 � TO 2.50 _ �lAR�ES VARIES 1.46% VARIES - � — TO -1.789; 7% TO 1.6C% 1 829; 6. A permit shall be obtained from the City of Rancho Cucamonga prior to any -2.009; 90� TO -2.387 I I 0-CONSTRUCT 50 AC OVER So CAB PER CITY SM. 100-A construction or encroachment within any City of Rancho Cucamonga easement or I rights-of-way. S�CONSTRIx T 0.12' IVC OVERLAY (C2-M-4000) 1376 0.12' AC OVERLAY (BASE PAVING BY 1376 @)—CONSTRUCT 0,12' ARHI OVERLAY 7, The Contractor shall familiarize himself with all underground utilities, pipers and TRACT 15783 DEVELOPER/CONTRACTOR) -20 0 20 40 -40 -20 0 20 40 structures, and shall take sole responsibility for the repair/replacement, at no 82+00 TO 84+48.22 99+50.94 TO 100+65.39 '&ANUST TO GRADE cost to the City, for any damage to said underground utilities, pipes and BASE LINE ROAD INTERSECTI0N @YREMOVE EXIISTIING AC F%VBAM structures. REMOVE8. On the date and at the time of the submittal of the bidders proposal the prime 41' 32' 10 CONSTRUCT CURS GUTTER PER CITY too DFTNL A2 WRFI 12- Cf AND 18' contractor shall possess any and all contractor licenses, in form and class as 12" CURB GUTTER AND 1D MATCH EXISTING by any and all applicable laws with respect to any and all of the work TRACT 15783 12" CURB to be performed under this contract; including but not limited to a class "A" IMPROVEMENTS 15" GUTTER 1 (EXISTING)GR 11 CONSTRUCT 40 TEXTURED AND COLORED SDEWALK TO MATCH DOSTING license General Engineering Contractor sufficient to cover all the work to be SEE DWG 1857 (EXISTING) ( ) 32' 32' ( 9 9 ) 31' 12" CURB �t�RE LANDSCAPING AND RftIGATiON TO MATCH EXfST1N(i performed by the prime contractor in accordance with the provisions of the 1376 8 - 1376 VARIES 22' TO 32', STA 88+50 TO 88+71.26 g 15" GUTTER contractor's license law (California Business and Professions Code, section 7000 _ VARIES - 4 (EXISTING) 4 VARIES 1.53% 1 53' et. Seq.) and rules and regulations adopted pursuant thereto. T 3 07�. -1.919 I I Tp 3.115 , __- -- _ O 72.92 I -2.007. I I STRIPING NOTE$: EXISTING SURVEY MONUMENT ATION - I ro ARROW PER CUTRANs STD A24A 1 THERMOPLAsnc TYPE All existing survey monuments that will be disturbed by this project shall be 1400 I 1400 -40 - protected in place. Any monuments disturbed shall be referenced and reset 0 2 40 -40 -20 O 20 40 &THERMOPIASM LEGEND PER CAI-TRANS STD. A24Cr OR A24D by the City's Construction Surveyor in accordance with Section 8771 of the 81 +81 .90 TO 82+00 88+50 TO 99+50.94 CARNELIAN STREET TYPICAL CROSS SECTIONS 3�PAJNr Two-WAY LEFT TURN LANE PER cxrY STD. tom, (sAMP As eALT�tAANs sro California Surveyors Act. Monument locations found by record search are Aloe, DETAIL 32) shown on the plans and full descriptions are on file. None of the noted SEE SHEETS 9- 10 FOR ALL CROSS SECTIONS monuments will be disturbed by this project. SCALE: HORIZ: 1 "=10' +�� DouBLEDETAIL �YaLarn CENTER UNE PER clnr smTtMI . 133 (SAME As CALTS sm. 1�- 1" I.P. - C.S.M. PER RC CL TIE BOOK 3, PG 53 VERT: 1 =2 &THERMOPLASTIC 12- soup WHITE LINE 1" I.P. PER MB 125, PG 22-23 SAWCUT 0.12' DEEP, AND CHIP COLD PLANE DEPTH 0.12' B&PAINT 8- SOUR WHITE CHANELQING UNE AND INSTALL RAISED PAVEMENT MARKERS 1 a I.P. PER RS 6/9 19TH STREET OUT REMAINDER OF AC FROM 0.12' OVERLAY, (SEE PER CITY STD. 133 COLD PLANING OPERATION TO CROSS SECTIONS ON 7&INSTALL CERAMIC RAISED PAVEMENT WKER (BOTT DOTS) 4- SOLID WHITE LNE N tit T PER PM 6/9 HAMILTON NORTH OF MONTE ACHIEVE A BUTT JOINT. SHEETS 9-10) PER CITY STD. 133 STA H TRE TO MIGNONETTE ST] VISTA STREET TO 8o-PAINT 8" SOLID WHITE STRIPE 19T}{ STREET EXISTING PAVEMENT __--- N dt T PER PM 6/9 1 9T STREET --- i EXISTING PAVEMENT &INSTALL DETECTOR LOOPS PER CALTRANS STDI ES-5A AND ES-58 N do F PER PM 5/72 SHEET 5 AVALON DR SHEET 8 i 10 RrgTA;LL CERAMIC RAISED PAVEMENT MARKER (BOTT DI 4" SKIP WHITE UNE PER CITY STD. 133 1" I.P. PER MB 116, PG 77-81 VISTA A SAWCUT JOIN DETAIL PN PLAN COLD PLANE DEPTH 11 INSTALL CONSTRUCTION NOTICE SK I, PER DETAIL C-1 ON SHEET 6, 7 DAYS PRbR LA VINE ST a3CALE: NTS TAPERS TO 0 L o- ' TO STARTING WORK 8�- 1" I.P. PER MB 117/45 LA GRANDE BASE UNE ROAD TO � VIVERO ST TO 19TH ST BASE UNE ROAD r " SEE DWG 1871 TO STA 121+00 NORTH OF MONTE EXISTING CURB I 12 PAINT 6' 90UD WHITE BIKE LANE STRIPE 1 I.P. PER MB 116/78 VISTA STREET AND GUTTER I i COLD PLANE DEPTH 0.12' PAVDAENT MARKERS PER CALTRANIS STD. SHEET 4 ROBE � LOMRA DR �� 7 I 14 �ERMppu�EIIKE t� A�tow PER ���4A �. SNL 40A Q.12' OVERLAY, (SEE 10 LEAD PLUG PER MB 85/26-28 I I CROSS SECTIONS ON / CHIP OUT REMAINDER OF AC 11 LEAD AND TAG PER MB 85/26-28 CALLE DE PRADO BASE UNE RD UNE RD FROM COLD PLANEING I l SHEETS 9-10) OPERATION TO ACHIEVE A BUTT (STA 91+00) CALLE DEL PRADO TO JOINT. TO BASE UNE ROAD BASE UNE ROAD I I -' 1�2- LEAD AND TAG PER MB 82/24-26 SHEET 3 BASE UNSTE o� SHEET 10 VARIABLE DEPTH -- -�i EXISTING PAVEMENT 13 1" I.P. PER MB 126 VIVERO STREET TO CALLE DEL CALLE DEL B COLD_PLANE DETAIL_ / CALLE DE PRADO PRADO PRADO VNERO STREET TO SCALE: NTS (STA 91+00) SHEET 6 CALLE DEL PRADO I PER PLAN COLD PLANE DEPTH 14 1 I.P. PER MB 88/45-47 SHEET 2 VIVERO ST SHEET 9 I TAPERS TO 0' _ BASIS OF BEARINGS STORM DRAIN PLAN, STREET SHEET INDEX MAP STRIPING PLAN CROSS SECTIONS i � DESCRIPTION OF REVISION DATE NO BEARINGS ARE SHOWN ON THIS PLAN. CENTERLINE STATIONING SHALL BE PROFILE, AND TRAFFIC IMPROVEMENTS TIED TO THE LOCATIONS OF EXISTING CENTERLINE MONUMENTS THAT ARE SHOWN CONTROL PLAN AND PROFILE ON THE PLAN AND FOUND IN THE FIELD. L- - - J CITY OF RANCHO CUCAMONGA SPECIAL PROVISIONS TWO PORTABLE CHANGEABLE ILLUMINATED MESSAGES SIGNS SHALL BE PROVIDED BY THE ABBREVIATIONS TITLE SHEET CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION OPERATIONS, INCLUDING THE 7 4 PT ANGLE POINT D/W DRIVEWAY LT LEFT S.D. STORM DRAIN CARNELIANSTREUDAYS PRIOR TO THE START OF CONSTRUCTION. SIGNS SHALL BE NEW. THEY SHALL BE AC ASPHALT CONCRETE E ELECTRICAL m METER S'LY SOUTHERLY FIELD LOCATED AS DIRECTED BY THE CITY INSPECTOR. THE SIGNS SHALL BEGIN OPERATION A.P.W.A. AMERICAN PUBLIC WORKS E'LY EASTERLY mm MILLIMETER STA. STATION 7 DAYS PRIOR TO THE START CONSTRUCTION AND MAINTAINED CONTINUOUSLY UNTIL ASSOCIATION EC END CURVE MED MEDIAN ST. STA. STREET STATION PAVEMENT REHABILITATION THE COMPLETION OF THE PROJECT. M.H.T. AT THE COMPLETION OF THE PROJECT THE SIGNS AVE AVENUE ECR END CURB RETURN MANHOLE ST STREET SHALL BE SALVAGED TO THE CITY YARD, LOCATED AT 9153 NINTH STREET, RANCHO BC BEGIN CURVE EV ELECTRICAL VAULT M.W.D. METROPOLITAN WATER DISTRICT S/W SIDEWALK FROM VIVERO STREET TO 19TH STREET CUCAMONGA, ATTN: GARY VARNEY. SIGNS DELIVERED TO THE CITY YARD SHALL BE IN BCR BEGIN CURB RETURN FG II GRADE NORTHERLY TB TOP OF BERM WORKING ORDER, FREE OF GRAFFITI, DAMAGE OR MISSING PARTS AND SHALL BE REPAIRED BLVD BOULEVARD FH FIRE HYDRANT PCC PORTLAND CEMENT CONCRETE TC TOP OF CURB OR PARTS REPLACED AT THE CONTRACTORS EXPENSE. REF. SPECIFICATIONS 7-10.1. BM BENCH MARK FL FLOWLINE PRC POINT OF REVERSE CURVE T.F. TOP OF FOOTING OFESS/ BoS/W BACK OF SIDEWALK FPS FEET PER SECOND PVC POLYVINYL CHLORIDE T.G. TOP OF GRATE QR __ __ O,t, APPROVED BY: DATE: TW TOP OF WALL �o f*M J. O��� CITY ENGINEER , �, %�C C (; Q �� RCE: 24953 PRIOR TO OVERLAY, APPLY WEED KILL AND ALLOW TO SET FOR 14 DAYS THEN ROUTE ALL CAB CRUSHED AGGREGATE BASE FS FINISH SURFACE P/L PROPERTY LINE CRACKS 1/4" OR GREATER AND APPLY CRACKSEAL. REFERENCE CONTRACT SPECIFICATIONS C.B. CATCH BASIN G GAS LINE 0 FLOW CFS W, WATER <^Z 302-5.1. CB CURB GB GRADE BREAK RC WATER METER o RELATIVE COMPACTION W LY WESTERLY Underground y!'? " ° " ` RECOMMENDED CURB FACE GM GAS METER R.C.P. REINFORCED CONCRETE PIPE - No. 24953 z F CFS CUBIC FEET PER SECOND GTE GENERAL TELEPHONE RT RIGHT WV WATER VALVE W CSB CITY OF RANCHO CUCAMONGA My ROCK DUST BLOTTER IS REQUIRED AFTER PLACEMENT OF THE ASPHALT RUBBER OVERLAY. CENTERLINE S@NIC@ Alert EXr) 1 -3 -oa �I u,F 'E�' DRVE REFERENCE SPECIFICATION 302-9.6. GTR. GUTTER RTE ROUTE CCWD CUCAMONGA COUNTY WATER HP HIGH POINT SBCFCD SAN BERNARDINO COUNTY Call: TOLL FREE �� * ' RAN( Hn _uCAMnNGA. CA u 3o SHEET r DISTRICT INV INVERT FLOOD CONTROL DISTRICT1-800-422-4133 ��r CIV1�- CSB 1 of 0 ASPHALT GRINDINGS FROM COLD PLANNING SHALL BE DELIVERED TO THE �;i1Y YARD LOCATED CMP CORRUGATED METAL PIPE LAT LATERAL S.C.G. SOUTHERN CALIFORNIA GAS ,fOF F - AT 9153 NINTH STREET, RANCHO CUCAMONGA. CONTACT PERSON: GARY VARNEY, (909) CONIC. CAL . CONCRETE LofG LIP OF GUTTER COMPANY TWO WORKING DAYS BEFORE YOU DIG CECKM R.C.E. NO DRAWW NO. 477-2730 EXT. 4106. 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AI m + oo v 0 ma-� -0 N iT i --- ; �F Underground BM NO. 10048 ELEV: 1302.317 Service Alert 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER Call: TOLL FREE CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED 1-800-422-4133 'CITY OF RANCHO CUCAMONGA BM 10048 1987" AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL TWO WORKING DAYS BEFORE YOU DIG COUNTRY CLUB DRIVE, 75 FT. WEST OF CENTERLINE OF CARNELIAN STREET. 1 ` 1 jFo STALL 5 GALLON I I HRUBS TO MATCH W XISTING, QTY. a I I 1 104+72.77 CARNELIAN STREET 11 1 Lo 1 ROBERDS STREET N N � Nr a M O1 Q 105+49.67 CARNELIAN STREET 107+48.06 CARNELIAN STREET 109+48.64 CARNELIAN STREET U ET + + r OOO~ O IE UU ALLEYW LOMITA DRIVE ALLEYo wB J= a 6 2 6 2 aw 1U) (/1 v Z otz t W : W _ • _ .......... --------- ------ -------- -- .-.. .. ---- -- --- - - - - ------------- - -- O 2 0 + Wg 8 t t �— W OP ce � . sD 1 10 �\ A OLd 0 (n \ + m i 1 1 V 1 4 \ 107 103 1 9 1 1 Q Z v V �\ W W Q W -7Q 2 B v 2 B 7 _ CARNELIAN STREET Q 40 0 40 i O I v SCALE. 1 "=40'—O" 0 1 � 1 W I 115+24.69 CARNELIAN STREET 117+25.72 CARNELIAN STREET CONSTRUCTION NOTES. Q LA GRANDE STREET LA VINE STREET 121 +46.42 CARNELIAN STREET SAWCUT Z MONTE VISTA STREET VARIABLE DEPTH COLD PLANE 0.12' TO 0', SEE DETAILS "A' AND "B" SH. 1 (� 6 2 a e 6&CONSTRUCT 0.12' ARHM–GG OVERLAY — r. - I –ADJUST TO GRADE WWs - _. _... - REMOVE - _. _ - . 0 0 0 s.. '.,. _ .. •tai'Y + Q7, CONSTRUCT CURB GUTTER PER CRY 104 DETAIL A2 WtTH 12 CF AND 18 � 10 10 QMH 11 wV V 1 4 \ 12 \ + W GUTTER AND TO MATCH EXISTING W T— W \ '�_ 11 CONSTRUCT 4" TEXTURED AND COLORED SIDEWALK TO MATCH EXISTING 1 \ 1 1 \ 1 8 1 9 1 0 1 r \ \ \ \ Q SM `\. . \ \� Q ZRESTORE LANDSCAPING AND IRRIGATION TO MATCH EXISTING H W V 2 : i Z J to H U Btkie Q 7 2 1 7 7 7 7 2 1 CARNELIAN STREET - Q v i1 u I f DESCRIPTION OF REVISION DATE APP OVM. 40' 0 40' ' CITY OF RANCHO CUCAMONGA SCALE: 1 "=40'-0" PLAN CARNELIAN STREET LEGEND: 0COLD PLANE PAVEMENT REHABILITATION 0.12 ARHM-GG OVERLAY FROM STA 101 +00 TO STA 121 +00 a SURVEY MONUMENT - SEE MONUMENrATION NOTE ON SHEET 1 QaoPEss� APPROVED BY: DATE: DETAIL O �-� J CITY ENGINEER � RCE. 4953 - tf No. 24953 z1 CSB CITY OF RANCHO CUCAMONGA d Exp 12-31-04 ; 1C1"00di� �EhTER CRr�E �\ 49 DRAWN RANCHO CUCAMONGA, CA 91730 SHM CSB 4 OF 10 CW RC.E. NO DRAWING N0. DATE 223/03 ME No 2002-21 1870 Underground BM NO. 10048 ELEV: 1302.317 Service Alert 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER Call: TOLL FREE CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED 1-800-422-4133 "CITY OF RANCHO CUCAMONGA BM 10048 1987" AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL TWO WORKING DAYS BEFORE YOU DIG COUNTRY CLUB DRIVE, 75 FT. WEST OF CENTERLINE OF CARNELIAN STREET. h r W I I 125+44.80 CARNELIAN STREET 04 i Q AVAL N DRIVE � S w O � 2 2 i 6 B B 6 1 1 O I w + w O - - - - - - - - - - - - - - - - - - - w (V w ' Z � 1 SMH wV ww 12 \ \ + m , w 1 s 7 O 1 s co � w J . V \ �— WV 1� \ SMH Q Q _ w N r .: I'I I^ V - J 7 2 B ` 7 7 CARNELIAN STREET 7 7 7 2 B 7 Q � ZI 40' 0 40' I � I t . 11l . l I SCALE: 1 "=40'-0" ki I CONSTRUCTION NOTES: 132+09.48 CARNELIAN STREET I I I i 134+79.32 CARNELIAN STREET I W SAWCUT �I MIGNONETTE STREET Z �I HAMILTON STREET 2a- VARIABLE DEPTH COLD PLANE 0.12' TO 0', SEE DETAILS "A" AND 'B' SH. 1 ~ Z 140+32.58 CARNELIAN STREET U) &CONSTRUCT 0.12' ARHM—GG OVERLAY V I , NINETEENTH STREET 7 ADJUST TO GRADE Of 6 7 2 6 7LLJ I 'y 6 2 e z CARNELIAN STREET 2 12-CF 16' 0 GUTTER wV W w ` SMH 1 H 1 1 H 1 H 1 0 LLJ J 1 T GUTTER 1 Z y Cn B B XQM 7 2 7 7 7 Q 1 2 1 CD�r- zos_ Q �� wOcn 40' 0 40' ( IIII I i SCALE: 1 "=40'-0" 1 DESCRIPTION OF REVISION DATE CITY APPrtovED: CITY OF RANCHO CUCAMONGA PROFILE CARNELIAN STREET LEGEND: PAVEMENT REHABILITATION 0 COLD PLANE FROM STA 121 +00 TO 19TH STREET 0.12' ARMM—OG OVERLAY Qao 1 SURVEY MONUMENT — SEE FEss� APPROVED BY: DATE: MONUMENTAnON NOTE ON SHEET 1 ��a�� � CITY ENGINEER �� ,� (,(,u ��T (��,( (� RCE: 953 DETAIL 1 SHEET H � Ir_ZQ'v DESIGN '4 ti F -_k _ W I No. 24953 I CSB CITY OF RANCHO CUCAMONGA LST 6� Exp 1.2-31-04 !,-)500 , NDER DRIVE DPAwN RANCHO CUCAMONGA, CA 91730 SHUT CIVIV CSB 5 of 7 ckq� CHECKED mwm NO. MAD It-C.E. PATE 2/23/03 mE No 2002-2 1 870 Underground Service Alert Call: TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG 45 2 10 11,111, 5 12 co 14 {� I I 10 1 Q Ld 1 I 104+72.77 CARNELIAN STREET tz o (n ROBERDS STREET I 4 LLw Ix W W 1 105+49.67 CARNELIAN STREET 107+48.06 CARNELIAN STREET 109+48.64 CARNELIAN STREET 3 Z (n 2 ALLEY LOMITA DRIVE ALLEY 0 _l LLI0` 9 0 Q LiJ UJIZ ` --- - -j - - - - - - - - - - - - - - - - - - - - - - - - - m Lj m = 13 - - V 5 10too Z 101 102 103 1 1 — 166 1 7 108 1w 169 110 1 J 5 5 N �Y 1 1 0 1 11 Q2 2 YELLOW Q CARNELIAN STREET Q r I I �1 h � .44 W W 1 I 115+24.69 CARNELIAN STREET 117+25.72 CARNELIAN STREET i W LA GRANDE STREET LA VINE STREET � � O 121+46.42 CARNELIAN STREET h Z 4 MONTE VISTA STREET 2 S 00 it • 7 YELLOW 2 LAJ - - - - - - - - - - 10� - - - W �- - - - - - - - - - - LLJ o - _ - - - _ - O m - _ - -4 0• 5YELLOW 4 _ O + Q - - - - - - - - - - - 1 - - - - - - - - 9 -4 2 + 6 1 6 N + W W 5 TE P') LAJ L1J t 112 3 - - - —_—_. - a 5 YhFi i TE —_mEhir1 7 - 9 110 6d - --- - 112 19V (n Q ' e' YE 1 - 10 3 LAJ Li.l 5 YELLOW 9 4 9 J 0 Q Z o H L W 2 - - - - _ - ,- - - 4 - J - - - . - 10' - - - _ - IrCARNELIAN STREET STRIPING NOTES: 1�THERMOPLASTIC TYPE IV ARROW PER CALTRANS STD. A24A 2a THERMOPLASTIC LEGEND PER CALTRANS STD. A24C, OR A24D 3a-PAINT TWO-WAY LEFT TURN LANE PER CITY STD. 133, (SAME AS CALTRANS STD A20B, DETAIL 32) 4�PAINT DOUBLE YELLOW CENTER LINE PER CfTY STD. 133 (SAME AS CALTRANS STD. A20A, DETAIL 22) DESCRIPTION OF REVISION DATE My5&THERMOPLASTIC 12" SOLID WHffE UNE APPR°VM. & PAINT SCALE: 1•=40' PER CI8TY 33 SOLID 1WHITE CHANEUZING LINE AND INSTALL RAISED PAVEMENT MARKERS CITY OF RANCHO CUCAMONGA STD.INSTALL CERAMIC RAISED PAVEMENT MARKER (BOTT DOT'S) 4" SOLID WHITE UNE PLAN PER CITY STD. 133 CARNELIAN STREET PAINT 8" SOLID WHITE STRIPE PAVEMENT REHABILITATION INSTALL DETECTOR LOOPS PER CALTRANS STD'S ES-5A AND ES-5B FROM BASE LINE ROAD TO STA 123+00 &INSTALL CERAMIC RAISED PAVEMENT MARKER (BOTT DOT'S) 4" SKIP WHITE LINE PER CITY STD. 133 QROFESS APPROVED BY: DATE: ��%�►JAJ. 0��7C CITY ENGINEER ,i�l/� �� t((,( � (O f/4 RCE: 953 &INSTALL CONSTRUCTION NOTICE SIGN, PER DETAIL C-1 ON SHEET 6, 7 DAYS PRIOR DDESIGN RECOMMENDED TO STARTING WORK h — W No. 24953 rn, CSB CITY OF RANCHO CUCAMONGA Ila Exp 12-31-na �� C!0 ti'Eh DF.wf C�!CAM'�NGA, 12 PAINT 6" SOLID WHITE BIKE LANE STRIPE *\ , * , DRAWN RANCH i_A 9173 0 SHEET 13 INSTALL CERAMIC PAVEMENT MARKERS PER CALTRANS STD. A20D. DETAIL 40A �rFp,%-\E '/ CSB 7 of 10 OF C 14 THERMOPLASTIC BIKE LANE ARROW PER CALTRANS STD. A24A CWCKED `, I'�' No MWM No. �,)t' DATE 2/23/03 FU No 20002-21 1870 12" AC 12" CURB BERM if (EXISTING)15" GUTTER _ 2' 20' 32' _ 12" CURB 12" CURB 1408 15" GUTTER 15" GUTTER 1408 0.12' GRIND AND 0� 5" AC OVER (EXISTING) 32, 32, (EXISTING) AC OVERLAY 2.23% 6" CAB 1396 -- _ _2'187, I i 1396 5" AC OVER 617. 6" CAB r\ ACT 15783 � 12" CURB I I � -- 2 - - -_ -,_„_- - _- -^ =2`587. i IMPROVEMENTS I 15" GUTTER SEE DWG 1857 19' 32' (EXISTING) I \ r° 1384- 10 �� 5" OVER 1384- kc -40 -20 0 20 40 \ 6" CAB 87+50 \ 2.58% - -2.389 8 7+5 0 I 1404 40 -20 0 20 4014114 90+50 0.12' AC OVERLAY (BASE PAVING BY TRACT 15783 -20 0 20 40 12" CURB 12" CURB DEVELOPER/CONTRACTOR) I 15" GUTTER 15" GUTTER 84+00 12" AC (EXISTING) (EXISTING) -� BERM I 12" CURB 32' 32' 1396 \ 15" GUTTER 1396 5" AC OVER `\ 2' 20' , 32' (EXISTING) O 6" CAB \ ��, 2.559 _ __ -� _ -2.537. 138411111111 -- 0.12' GRIND RIND AND 23y �'� 5" AC OVER I I -'r �.- -- 6" CAB 1404 I I ( 1404 1384 2 - _ - _ - -2.18$ ( -40 I -20 0 20 . 40 TRACT 15783 4 12" CURB I 90+00 IMPROVEMENTS I 15" GUTTER :: \ SEE DWG 1857 19' 32' (EXISTING) \ 10' � " I 31' 31' 5 AC OVER 1404 5 1404 \ 6" CAB \ 2.609. -2.307. Off• 5" AC OVER 1392 1392 � \ ,719'. _ -2.009,' -- - I -40 -20 0 20 40 6 CAB i I � � 2.457-- - -2.357. 87+00 - _ 0.12' AC OVEIRLAY (BASE PAVING ( 1380 _4 BY TRACT 15783 -20 0 20 40 0 0 40 DEVELOPER/CONTRACTOR) 1396 1396 -89+50 83+50 ,5''2G TIER CALLE DEL PRADO ,2" CURB 15" GUTTER 2AC 12" CURB (EXISTING) 32, (EXISTING) /-1I 15" GUTTER 32 BERM (EXISTING) � � 5" AC OVER v 2' 20' 32' 6" CAB 2.58% _ _r - -2-41% - 00 5" AC OVER �I I — 0.12' GRIND AND 6" CAB (� TRACT 1578-3 12" CURB AC OVERLAY 2.547 -�- — _ ` -2.159. IMPROVEMENTS I 15" GUTTER j I I 1400 _40 -20 0 20 401400 \ SEE DWG 1857 (EXISTING) 19' 32' 1392 -40 - 0. 0 20 I 401392 B9+00 1380 \ � 10' 5- AC OVER 1380 86+50 \ 1 46`L _ - 6" CAB 21�4% - - - _ -- - -- - - - -1.827. I -2.009, ` % I 12" AC BERM 12" CURB 15" GUTTER 0.12' AC OVERLAY (BASE PAVIN 12" AC , \ 20' I 32' (-E-CtSTING) BY TRACT 15783 -20 0 20 40 BERM 12" CURB 0.12ACROVEANDRLAY` I °'O� 6" CAB 0�R 1400 DEVELOPER CONTRACTOR) 83+00 ' 15" GUTTER 1400 IND n (EXISTING) 1.5376 - _-2� 1392 V \� _ __ _ _ 20' O� 32' 1392 '- _ .� -- - --- '- -- -- ---- - I I 0.12' GRIND AND ��• 5" AC OVER AC OVERLAY I 1.737. 6" CAB - - W - _ -2.32% 1380 1380 I -40 -20 0 20 40 41' -40 - 0 I 40 �+50 TRACT 15783 IMPROVEMENTS SEE 12" CURB Q DWG 1857 15" GUTTER 86+00 (EXISTING) 12" AC 10' 19' 32' 1400 BERM 1400 5" AC OVER � �� 6" CAB 1392 � 1392 15" GUTTER \ 1.60% -2.067. 12" AC - - - _ (EXISTING) 20' 32' -2.007. 2� I i BERM i - - 5" AC OVER 12" CURB Off. _ I � 15" GUTTER 0.12' GRIND AND 6" CAB \ 2' 20' 32' (EXISTING) AC OVERLAY I 2.1276 - - - _ _ -2.419, 1376 0.12' AC OVERLAY (BASE PAVING 1376 � �BY TRACT 15783 -20 0 20 40 yg II 5 AC OVER DEVELOPER/CONTRACTOR) 82+50 0.12' GRIND AND �O 6" CAB _ AC OVERLAY 1.92% - -2.39$ ' I 1396 1396 -40 -20 0 20 40 1388 - 1388 -40 -20 0 20 40 88+00 85+50 TRACT 15783 IMPROVEMENTS 12" CURB SEE DWG 1857 I 15" GUTTER (EXISTING) 12" AC 29' 32' BERM If 12" CURB LEGEND: 1376 �1 1376 15" GUTTER - 5" AC OVER 2' 20' I 32• (EXISTING) AC - .._6" CAB -1.917. I I 1388 ^�� 5" AC OVER 1388 C.A.B. -2.007. 0.12' GRIND AND 6" CAB OVERLAY 2.399 — -- — ' —_ -- -2.407. I DESCRIPTION OF REVISION DATE APPROVED -40 0 40 _ 82+00 I CITY OF RANCHO CUCAMONGA -40 -20 0 20 40 CROSS SECTIONS 85+00 CARNELIAN STREET 1388 1388 PAVEMENT REHABILITATION 12" AC BERM 12" CURB 15" GUTTER FROM VIVERO STREET TO CALLE DEL PRADO EXISTING 2' 20' 32' ES QaoF sio� APPROVED BY: DATE: i� 5" Ac OVER �o ��� � e CITY ENGINEER ,/(,L� ��,(�f� ,,�C Z f �� RCE: 953 6" CAB 0.12' GRIND AND Z ti OVERLAY 2.73q. _ _ -2.249 y 3 < p, DESIGN ROCOMfMENDED 24953 I � I W CSB CITY OF RANCHO CUCAMONGA 1 � EXE � _ `4 .a DRAWN I -, , SHEET RIMH,_ i_LGAM N ,A, :A � '�' CSB 9 10 4 Of 138 � 1384 , -40 -20 0 20 40 �� CA1.\*� CHECKED DRAWING N0. R.C.E. NO 84+50 DATE 2/2403 FU ND 1870 12" CURB 15" GUTTER 12" CURB (EXISTING) 32' •y 32' 15" GUTTER A (EXISTING) 6" CAB 2.37% -1.94% 12" CURB 15' GUTTER 1424 40 I _ . :. ` 12" CURB `20 ,. 0 •.O 401424 (EXISTING) 32' 32' 15" GUTTER 32' 32' 95+00 (EXISTING) 5" AC OVER o 0.12' COLD PLANE AND 6" CAB 2.50% — _ -1.78% — — _ � 0.12' ARHM-GG OVERLAY -0.85% 1424 1424 I .- I 2.30% 12" CURB 12" CURB I 32' 32' 15" GUTTER `� 15" GUTTER (EXISTING) 5" AC OVER (EXISTING) 6" CAB 1444 1444 1448 1448 -4 2. _ 0 -20 0 0 20 40 3 I — _ 2.soy,� ._ � 40 20 0 20 40 100+50 I 12" CURB 99+50 15" GUTTER 12" CURB (EXISTING) 15" GUTTER 32' 32' (EXISTING) ' 14 1444 1420 I 1420 5" AC OVER -40 -20 0 20 40 6" CAB 2.6276 -1.907 94+50 -20 0 20 40 ' 12" CURB 12' CURB 12" CURB 99+00 _ I 0.12' COLD PLANE AND 15" GUTTERA 32' V, 32' 15" GUTTER 15" GUTTER 1448 _ 5" AC OVER _ �IK 1' 0.12' ARHM-GG OVERLAY _ 1448 (EXISTING) L (EXISTING) (EXISTING) 0.727 -0.54% 6" CAB 32' 32' — — — -2.16% — _ 2.73% J— _ -- - � .._ ._ II - _ 12" CURB 1420 Ii -- _ — _ 1420 5" AC OVER �^ 15" GUTTER I 6" CAB 2.50% -1.76% (EXISTING) i -40 -20 0� 20 40 1 4 :.... . .. 1440 100+00 0 20 40 -40 -20 0 20 40 94+00 98+50 12" CURB 32 O 32' 12" CURB 12" CURB 15" GUTTER O' " AC 15" GUTTER 15" GUTTER (EXISTING) 6" CAB OVER (EXISTING) 1440 (EXISTING) 32' 32' 1440 - 2.74T. -2.59% 12" CURB — -- -- — _ I I ^��� 15" GUTTER i 5" AC OVER -1.72% 6" CAB 2.4870 — (EXISTING) 1416 1416 -20 0 a- 20. 40 -40 -20 0 20 40 93+50 98+00 12" CURB 32' 32' 12' CURB 15" GUTTER 15" GUTTER " CURB (EXISTING) 5" AC OVER (EXISTING) 15" GUTTER 1416 6" CAB 1416 (EXISTING) 2.93% _ -2.92% 32' 32' 12" CURB —_ _ — _ ` I h 15" GUTTER I I 5" AC OVER SAO (EXISTING) - I 6" CAB 2.28% -1.55% -- .,_ -- -- - -- - .�. _ _ _ ` _ _ _ II 1436 ii - I 1436 -40 -20 0 20 40 12' CURB 93+00 " , 3 3 2' 2' O 1 R 15" GUTTER 2 CURB w 5" AC OVER 15" GUTTER 12 CURB (EXISTING) 6" CAB (EXISTING) -40 15" GUCIFER 0 20 40 -2.90% (EXISTING) 97+50 12" CURB 32' 32' 15" GUTTER (EXISTING) 5" AC OVER 6" CAB % -1.53% i 2.19 i 1412 � 1412 --- Y4- -- -40 -20 0 20 40 92+50 .- 12" CURB 32' � 32' ' 15" GUTTER 12" CURB 1432 1432 XI TIN 15" GUTTER _ _ E S G ( ) 5" AC OVER 40 20 4 1412 6" CAB (EXISTINC�412 0 20 0 2.8676 _ _ -3.05 97+00 12" CURB 12" CURB 15" GUTTER 15" GUTTER (EXISTING) 32' 32' (EXISTING) • 0 5" AC OVER - -- -1432 5" 1432 -40 -20 0 20 40 II 6" CART 2•,176 — ti1.76% _ I 92+00 32 12' CURB LEGEND: 15" GUTTER 32' '��O 12" CURB (EXISTING) '`O 5" AC OVER 15" GUTTER -40 -20 0 20 40 6" CAB EXISTING AC 2.93% -2.91% 96+50 12" CURB 15" GUTTER C'A'B' (EXISTING) 12" CURB 5" GUTTER 32' �� 32' 1 (EXISTING) DESCRIPTION OF REVISION DATE WPR�,MEp. 1408 1408 5" AC OVER -40 -20 0 20 40 6" CAB 2.20% -1.90% 91 +50 -- --_ CITY OF RANCHO CUCAMONGA CROSS SECTIONS 1428 I 1428 -40 -20 0 20 40 CARNELIAN STREET � 9s+oo 32' 2" CURB ,2" CURB ,2" CURB PAVEMENT REHABILITATION 32' 12" CURB 15" GUTTER 0 S" AC OVER 15" GUTTER 15" GUTTER TI 0 15" GUTTER (EXISTING) O 6" CAB (EXISTING) (EXISTING) (EXISTING) FROM CALLE DEL PRADO TO 19TH STREET -2. 32' 32' _ % 277 ES 69 1428 1428 F S 1408 — —— � ---- — 1408 a APPROVED BY: DATE: I l I — ti o i� � CITY ENGINEER ��- "� �� u- ' �, .;� I " A R �, � o� . _-.� (_ �� Z � RCE: 4953 5 COVE I 6" CAB 31% RECOMMENDED 1.so% t No. 24953 ! �' W ,� CSB CITY OF RANCHO CUCAMONGA 414�-d DRAWN RANCHO H�� �i� a i;a rq -4 - N_ _ ��_ MSN_ � J13 0 0 20 40 r -40 20 0 20 40 �. � C 1 1 � V \�� � CSB 10 of 10 91 +00 95+50 ,O-c,,,,1 �E� � R.C.E. ItD DATE 2124103 ME No 2002— , 1870