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HomeMy WebLinkAbout2083 SHEET INDEX CITY OF RANC110 CUCAMONGA 1 TITLE SHEET 2 CROSS SECTIONS AND DETAILS 3 PLANS 4 SIGNING, STRIPING AND PAVEMENT MARKINGS MILLIKEN AVEN E CONSTRUCTION NOTES 1 8' VAR. COLD PLANE AT EDGE OF PAVEMENT 0.12'-0.00' AND OVERLAY WITH VEMENT REH BILITATION ASPHALT RUBBER HOT MIX (A.R.H.M.)** SEE EDGE OF PAVEMENT DETAIL-1 ON SHEET 2 @-8' VAR. COLD PLANE AT EDGE OF PAVEMENT (0.17'-0.10') AND (4TH ST AVENUE TO 6TH ST) OVERLAY WITH 0.050' A.C. LEVELING COURSE AND 0.12' A.R.H.M. SURFACE COURSE** (SEE EDGE OF PAVEMENT DETAIL-2 ON SHT 2) @-S' VAR. COLD PLANE AT EDGE OF PAVEMENT (0.05'-0.10') AND OVERLAY WITH 0.050' A.C. LEVELING COURSE AND 0.12' A.R.H.M. SURFACE COURSE** GENERAL NOTES (SEE EDGE OF PAVEMENT DETAIL-3 ON SHT 2) LOC. AT STA. 16+60f TO 19+30f 1. All work shall conform to the Ci of Rancho Cucamonga Standard Drawings and the @ -__0.12' COLD PLANE AND 0.12' A.R.H.M. OVERLAY** SEE OVERLAY DETAIL-1 ON SHT 2 Standard Specifications for Public Construction, Green Book), 2003 Edition with RANCHO CUCAMONGA FOR s URN DR DEAL Y �OF �F �w LINE ( ) ( ) LEFT LANES ONLY suppliments. OR MEGAN a= FACE �-0.12 A.R.H.M. OVERLAY OVER EXIST SURFACE** AOIpDLUT LAW @-0.10" COLD PLANE AND OVERLAY WITH ASPHALT 0.050' A.C. LEVELING COURSE 2. Public and private utilities and substructures shown hereon are from available records. ° 5' 10! b AND 0.12' A.R.H.M. SURFACE COURSE** (SEE OVERLAY DETAIL-2 ON SHT 2) The contractor shall be responsible for protecting all utilities and substructures as RU ,",S a � r @-25' TRANSITION, VAR. COLD PLANE (0.12'-0.00') AND 0.12' A.R.H.M. SURFACE COURSE shown within the construction limits of this project and shall be responsible for an WLSM AYE CH"�` _ (SEE TRANSITION DETAIL 2 ON SHT 1) P J P Y _ - Tll]ON AV E S*V*111E TURNING LANE UNE damage as a result of the construction operations. 1MRLI LANE I @---PAVING TRANSITION (WIDTH: 10' OR 15' SEE PLAN), VAR. COLD PLANE (0.17'-0.10') ST LAY WITH 0.05 LEV. COURSE AND 0.12 A.R.H.M. SURFACE COURSE .A� I �,AYE S (SEE TRANSITION DETAIL 1) (SR3D)_1glN_D 10� 3. The contractor shall notify UndergroundService Alert 1 -800-422-4133 and the following MMAND ME AVE.AYE n �-- 10' PAVING TRANSf110N, VAR. COLD PLANE (0.05'-0.00') AND 0.12' A.R.H.M. OVERLAY** FISCHM utilities two workingdays prior to construction or regarding an problems. „�,. (SEE TRANSITION DETAIL 3) Y P g g y P MONTE VISTA ST. ATE %01A St. P""`�`^ = "� 4' LANE LINE I k REMOVE HEAVY AWGATORED SURFACE AND REPLACE WITH 0.33' A.C. BASE COUSE AND C 4=R R FONrM 0.12' A.R.H.M. SURFACE COURSE OVER 0.50' CAB. (SEE PAVEMENT SECTION "A" AND OVERLAY DETAIL 1) Southern California Edison Co. (909) 357-6585 Y ��' Rb1D „�„�",� 7HRU LANE Southern California Gas Co. (909) 335-7583 optu� ,��^ 1 I' E�_ 10 � _ 5�- ADJUST WATER/GAS VALVES TO GRADE v0 s aaw"Aw ST ' �- pRNIGH Verizon Communication (909) 469-6340 ADJUST MANHOLE TO GRADE 1 < Cucamonga County Water District (909) 987-2591 o NiLL (J SAN omwimm w Metropolitan Water District (909) 217-6679 ` ' �,., 4 LAN LINPROTECT IN PLACE ORION RWTE QYIOCONN, ,,,,,o.NWIE 71.011;11NING LANE LINE � g� SAWCUT TO 0.12' DEEP (BUTT TO EXIST.) MAKE JOINT STRAIGHT AND NEAT BET. EXIST. Charter Communications (909) 343-5165 < TW�pU�� ICH OR RT t0. PAVEMENT. AND THE PROPOSED OVERLAY (MATCH EXIST GRADE) A T!S F R R "TMTMAM YE I Vlll� LANE 4. For inspection of this project, the Contractor shall Contact the Public Works Section 7%STRUT at 477-2740 Ext. 4057 two working days prior to the required date. ""STRrEr '' SWING N6 NOTES: . �,, � � TaP of axe FACE �> NOTE: PATCH HOLES AND ROUTE CRACKS 5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any "' ""Snl[EtT �T•�` �' 1/4- AND LARGER PRIOR TO OVERLAY construction or encroachment within any City of Rancho Cucamonga right-of-way. owr�tvo �,o I„ ,,� A�- INSTAR DETECTOR LOOPS PER LOOP PLACEMENT LOOP DETECTOR PLAAIMEW DETAIL ON SHEET 1 AND SPECIAL PROVISIONS 6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City PROJECT SITE R�R wF � E o- PAINT 4" WHITE SKIP LANE UNE WITH TYPE "G" MARKERS AND CERAMIC BOTT DOT PER CITY MA of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior VICINITY P 'V AIAW"L,C STANDARD NO. 133 to construction indicating any detour and/or road closures. NOT To SCALE 7. Contractor shall have a "Class A" Contractor Licence. - PAINT WITH THERMOPLASTIC ALL LEGEND, SYMBOL OR ARROW TYPE IV (SAE.) / BIKE LANE ARROW 8. The contractor shall install "construction notification sin" seven days prior to construction QD - PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "D" MARKERS on both ends of the project as directed by the city. ?see specification appendix for detail) W'LY E.P. FLY E.P. PER CITY STANDARD NO. 133. EXISTING SURVEY MONUMENTATION PAINT 6" SOLID WHITE BIKE LANE UNE PER CALTRANS DETAIL 39. All existing survey monuments that will be disturbed by this project shall be referenced andPAINT 6" SKIP WHITE BIKE LANE UNE PER CALTRANS DETAIL 39A reset by the City's Surveyor in accordance with Section 8771 of the California VARIES 36 TO 60 VAR. 4'-24' VARIES 46 TO 48 Surveyors Act. Found monuments are shown on the plans and described as follows: Q__ PAINT TWO-WAY LEFT TURN LANE WITH TYPE "D" MARKER PER CITY STANDARD NO. 133. (CALTRANS DETAIL 32) (FOUND) 5.5" MAX. TVP.* � PAINT WITH THERMOPLASTIC 12" SOLID WHITE STRIPE PER CITY STD DWG N0. 133 A� FOUND 1" I.P. AT THE INTERSECTION OF 6TH STREET AND MILUKEN AVENUE 3/8" LIP ,�p �,� (SEE STD. DWG. 104) G� fl-� �o Q- PAINT 8" SOLID WHITE STRIPE WITH TYPE "G" MARKERS PER CITY STD DWG NO. 133 - /,-EXIST PAVT. SURFACE 8• o�°�;�'0 Q��` Jo- PAINT 6" SOLID WHITE STRIPING GENERAL NOTES 4A2C 1C °o` o� `�� * ��,� 2.98% 1.627 0 °� l^ J- INSTALL HYDRANT MARKERS PER CITY STD. N0. 134. 2.19% 2.52y' o�.,ti 1. All details and dimensions for traffic striping and markings and the installation thereof shall conform " " o Q_ PAINT ( PAINT 4" SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY STD DWG. NO. 133 to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City PER CITY STD DWG. N0. 133 Standard plan no. 133, unless otherwise approved or directed by the City Engineer. _ _ -- _ - INSTALL CONSTRUCTION NOTIFICATION SIGN (SEE SPECIFICATION APPENDIX FOR DETAIL) 2. Procedures for painting of striping and pavement markings and installation of pavements markers shall 4A - - _ INSTALL LOCATION SHALL BE APROVED BY THE CITY INSPECTOR) conform to the Standard Specifications for Public Works Construction and the following provisions. INSTAIREGULATORY SIGN R-2 (50) WITH POST PER CITY OF R.C. STANDARD DWG. NO. 401-B II. A. All pavement markings shall conform to the city maintenance stencils, (SAE) unless otherwise noted. SEE OVERLAY DETA @_ INSTALL TYPE "H" MARKER ALONG MEDIAN ISLAND PER CITY STD. DWG. NO. 133 SEE EDGE OF PAVEMENT DETAIL 3 ON SHT 2 �_ B. All conflictingtraffic striping and pavement markings shall be removed b WET SANDBLASTING. SEE PAVEMENT SECTION "A" ON SHT 2 * " 0J PAINT 4" DOUBLE YELLOW STRIPE P 9 P 9 Y NOTE: 5.5 MAX. FROM FIN. SURF. TO TOP OF MEDIAN TO AQUIRE A MIN. 1.60% ± MIN. SLOPE INSTALL CERAMC BOTT DOT PER CALTRANS DETAIL 40A C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation of striping and markings. MILLIKEN AVENUE - TYPICAL CROSS SECTION � PAINT 8" WHITE SKIP LANE LINE PER CALTRANS DETAIL 37B D. All control points and spotting removed during sandblasting shall be replaced prior to installation of STA. 16+60± TO 19+40± NTS striping and markings. E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to W'LYE.P. installation of new or replacement striping and markings. E'LY E.P. F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, 15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the VARIES 38' TO 69' VAR. 4'-24' VARIES 46' TO 48' first, unless otherwise noted. y p, g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), 9VI..0 t oG��o �y'��D 8' o�� Giy 8 0 0 DESCRIPTION OF REVISION DATE APPROVED. unless otherwise noted. 9�yF 1 A °,� 1.75'% - 2.98% 1.9390 - fyF 2B 2'527 2B CITY OF RANCHO CUCAMONGA H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping U 0.12' 0.12' and markings to the satisfaction of the City Engineer. -� 0.12' ARHM U -- /REss�o\�� TITLE SHEET I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control - _ - _ _ - `,c measures, In accordance with the city and state standards. PATCH HOLES AND ROUTE CRACKS ;�.,��, . s� MILLIKEN AVE 1/4 OR LARGER PRIOR TO OVERLAY (TYP.) i`' 3 �. 24983 �� =1'. J. Temporary or construction striping and markings shall be in accordance with the city and state standards W ) PAVEMENT REHABILITATION E �. xp. 12-31-0 and as directed by the City Engineer. �!/ (4TH ST. TO 6TH ST.) 3. Street Name Signs shall be installed per City Standard Plan No. 401-A. MILLIKEN AVENUE - TYPICAL CROSS SECTION ' OF ►�-�� APPROVED BY: DATE: 4. Traffic Signs shall be installed per City Standard Plan No. 401-8. CITY ENGINEER RCE: 4953 5. Use Themoplastic paint on all cross walks and pavement markings (Legends, Arrow, Symbols, etc.) STA. 11+00± TO 16+00± NTS Dow PLAN PREPARED BY: FAMOIwENIM � UndwVwnd RD-1 CITY OF RANCHO CUCAMONGA SerAci Alwt DRAWN 10500 CIVIC CENTER DRIVE NAET C* 7011 Rn RD-1 RANCHO CUCAMONGA,CA 91730 1 OF 4 1-e00--422-1033 (SEE SHT 2 FOR MORE TYP. CROSS-SECTIONS AND DETAILS) M DAYS Y H a� FI E. No NO. NO 2083 w O CROSS � S CTIONS D TAI S I� w 2 0.12' COLD PLANE AND 012' COLD PLANE AND . . . . . 0.12' ARHM OVERLAY 12' ARHMOVERLAY 2C G /-EXIST PAVT. SURFACE ,4 a12'ARHM DOST PAVT. SURFACE 050' LEV. COURSE �.12' ARHM 0.10' COLD PLANE 12 W'LY E.P. FLY E.P. 4 ARHM co 0.4.5 0.33' AC I( VARIES 36'f 41VARIES C o•�' VARIES38t - - - 0.50' CAB - - - - - - o.s3Ac - 77; 1 5.5" MAX. TYP.* 0•50' CAB 3/8" LIP age Q (SEE STD. DWG. 104) oo;P� OVERLAY DETAIL -I OVERLAY DETAIL -2 4A —� NTS NTS 2A 1.69% — 2.81% 1.6190 — 2.4490 O e —_ Q, 1 A Q� y 010' COLD PLAn� 2 1 B 0.10' cOLD PLANE 2C 1 C PATCH HO — 050' Ar- LEVEUNVG COU 0' air COLD PLANE 0.050''�M LEVELING COURSE" ao: LES AND ROUTE CRACKS �'� ! .12 ARHM OVERLAY 1/4" OR LARGER PRIOR TO OVERLAY (TYP.) o• aoa Aa DOST PAVE. SURFACE , Z O� EXIST PAVT. SURFACE LE IMM COURSE" �0.10 COLD PLANE 050, PLANE tt— a 10' COLD lotPLANE p iy y 'M r�L EXIST PAVT. 0.050 LEVEUNG COURSE L SURFACE 0.12' A.R.H.M. OVERLAY SEE PAVEMENT SECTION "A" *NOTE: 5.50" FROM FIN. SURF. TO TOP OF MEDIAN TO ACHIEVE 1.60% ± MIN. SLOPE — ao°oo � MILLIKEN AVENUE - TYPICAL CROSS SECTION ..__ - °-' EDGE OF PAVEMEN DETAIL-1 EDGE OF PAVEMENT DETAIL-2 EDGE OF PAVEMENT DETAIL 3 STA. 35+15± TO 35+50± NTS NTS W'LY E.P. FLY E.P. 4A VARIES 40' TO 60' VARIES VARIES 34' TO 36' Its 0.12 ARHM 5.5" MAX. TYP.* 0.45' 10 0.33" AC 00 � � 12' Q`r � 4A — XIST PAVT. SURFACE 16 8s 0.50' CAB 2A °' _ 77% 1.937 _ 2C 2.19 2• 2.5090 - 4A - - _ PAVEMENT SECTION "A" L_ — — J NTS SEE OVERLAY DETAIL 2 SEE EDGE OF PAVEMENT DETAIL 2 SEE PAVEMENT SECTION "A" *NOTE: 5.5" MAX. FROM FIN. SURF. TO TOP OF MEDIAN TO ACQUIRE 1.60% f MIN. SLOPE MILLIKEN AVENUE - TYPICAL CROSS SECTION a10' COLD PLANE STA. 23+60± TO 26+30± NTS ©OST PAVT. SURFACE 10•/15• (SEE PLAN) 1RANSI170N 2 2B 2C 2C af0' COLD alr PLANE AND a12' COLD PLANE �_ 10' TRANSITION ' Q o�5� LEV. COURSE a 12' ARHM DOST PAVT. SURFACE f$°�• D PLANE 'W°ARHM3C IAND u 0.12 PLANE A a•71�2 ARF�M I DOST PAVT. SURFACE O 10' COLD PLANE W LY E.P. FLY E.P. EXIST PAVT. SURFACE 0.12' A.R.H.M. OVERLAY VARIES 36' TO 60' VAR. 4'-24' VARIES 46' TO 48' 0.050' LEV. COURSE 5.5" MAX. TYP.* TRANSITION DETAIL 1 3/8" LIP TRANSITION DETAIL 3 (SEE STD. DWG. 104) "'s /rEXIST PAISURFACE 8' 4A 2.19 2.77% 1.9390 — 2.5090 I 11B 8 — 25' TRANSITION I �-- — VARIABLE COLD PLANE 2A --T1MOM0 TO 0.12 DEEP 3A �� CITY — — �, { DESCRIPTION OF REVISION DATE CITY it O " i ppppO�pV�G��Y FNSH EDC SEE OVERLAY DETAIL 2 4A _ Stl CITY OF RANCHO CUCAMONGA SEE EDGE OF PAVEMENT DETAIL 2 D0ST A`oSLWAM 3� • ���� o� Pa�Ess`, SEE PAVEMENT SECTION "A" CROSS SECTIONS AND DETAILS o• ,� �� � spy *NOTE: 5.5" MAX. FROM FIN. SURF. TO TOP OF MEDIAN TO AQUIRE 1.60% ± MIN. SLOPE 1 W No. 24953 �, �� Exp ,2-,,_Oy �, MILLIKEN AVE PAVEMENT REHABILITATION MILLIKEN AVENUE - TYPICAL CROSS SECTION ° 0 0°oa °cA,o, ; �.� (4TH ST. TO 6TH ST.) STA. 19+40± TO 22+80± NTS \\-REMOVE APPROVED BY: DATE: _ CITY ENGINEER RCE:Vol 24953 STA. 23+60± TO 35+00± RESIDUAL AC LEFT BY COLD PLAN o OPERATION TO PROVIDE FULL DEPTH BUTT RECOMMENM JOIN FOR OVERLAY. UndwVwnd RD-1 PLAN PREPARED BY: a-,::> TRANSITION DETAIL 2 Sall Alert CITY OF RANCHO CUCAMONGA NOTE: PATCH HOLES AND ROUTE CRACKS NU Q* ML FM RD-1 10500 CIVIC CENTER DRIVE 2 of 4 1/4- AND LARGER PRIOR TO OVERLAY 1-400-422-4133 CHEO D RANCHO CUCAMONGA,CA 91730 OR%MIMIG N0. M w== EMYS EF YW ac CH 2083 SCALE: 1 " = 40' l i X35' 8 OTE: AWGV SAWCUT WITH X-WALK j � I ! ii 3A 25. i 1A `\ 5 i� ��, / -a��_ .�.�_� _ .■. __��► ��i w 1� �. . _� . .' 3 25' 1RMr9flON INV 2 -- - -� - - - -- - =- -- -- — ---- - - - -- - - `� - - - - --- --- ----- -� ` - - - - - - - w w } e 8 + 940 140 11+00 12+00 rs+cam 14+0 15+00 16+00 r +oo 18+00 1 s+00 20+00 M -k t r t I -- --- { RAN97M p,- 3C i } Q 6 / i f. 1 IJ _ r f 1 , Z > / i e 2 ---- - -- --- — --- -- --- - -- --— — - - — w w N F aysrnoN 16 7 6 Q Q 5 5 5 r w 4 5 3 I v 3 3 ¢ = F w a Q J 7 1C Q 1A W \' 5 W W CC z � 8 ; �, W 3 y NOTi- A GN SAWCUT WITH X-WALK MILLIKEN VE 5 5 5 CV r c c m Ail- - _ -- — -- - -- _ W ---- -- -- - ---- O -- --- ------ m \ W a m o NNNN\ o C4 J /� � T� � �,l f r ' ll : f Q r r , f I l I 1 i f f r + i r r , J r , l � r 1 f f 1 r J I l r f r 1 �` / J l l l r J `r / J J : f J -� 1 r 1 J J' �— ;1 r l l s. Z Z I77, 7777 - - — w w �! _�� -- ---- - —- - - -- - _ _ - - -- - - - ---- - - --- ----- -— -- - - -- - LU - W _� 4 - 5 5 6 s 5 a CONSTRUCTION NOTES Q MILLIKEN VE 5 4 5 18 3 1�--8' VAR. COLD PLANE AT EDGE OF PAVEMENT (0.12'-0.00') AND OVERLAY WITH ASPHALT RUBBER HOT MIX (A.R.H.M.)** SEE EDGE OF PAVEMENT DETAIL-1 ON SHEET 2 @B —8' VAR. COLD PLANE AT EDGE OF PAVEMENT (0.17'-0.10') AND 20, OVERLAY WITH 0.050' A.C. LEVELING COURSE AND 0.12' A.R.H.M. SURFACE COURSE** a (SEE EDGE OF PAVEMENT DETAIL-2 ON SHT 2) W No1E AuuGv *WT WTH X" �C --8' VAR. COLD PLANE AT EDGE OF PAVEMENT (0.05'-0.10') AND OVERLAY WITH 5 3 8 !; 0.050 A.C. LEVELING COURSE AND 0.12 A.R.H.M. SURFACE COURSE** (SEE EDGE OF PAVEMENT DETAIL-3 ON SHT 2) LOC. AT STA. 16+60f TO 19+30t 4 @-0.12' COLD PLANE AND 0.12' A.R.H.M. OVERLAY** (SEE OVERLAY DETAIL-1 ON SHT 2) ! —w w .w @--0.12' A.R.H.M. OVERLAY OVER EXIST SURFACE** W --- - - -- __- : �" �\\` •\\ ` `\ ` `\��� 0.10' COLD PLANE AND OVERLAY WITH ASPHALT 0.050' A.C. LEVELING COURSE _— -- `\\\ \` \\ \` \ AND 0.12' A.R.H.M. SURFACE COURSE** (SEE OVERLAY DETAIL-2 ON SHT 2) m *` NN1 �-25 TRANSITION, VAR. COLD PLANE (0.12'-0.00') AND 0.12 A.R.H.M. SURFACE COURSE O (SEE TRANSITION DETAIL 2 ON SHT 2) O `� `, �---10' PAVING TRANSITION, VAR. COLD PLANE (0.05'-0.00') AND 0.12' A.R.H.M. OVERLAY** �. 37+00 (SEE TRANSITION DETAIL 3) �"� i � __ / - -- f ' _ I _ --- ' _ ' 1 \\ -- -- I --- --- +-- 4�—REMOVE HEAVY ALLIGATORED SURFACE AND REPLACE WITH 0.33 A.C. BASE COURSE AND 1 � �J//, // 0.12 A.R.H.M. SURFACE COURSE OVER 0.50 C.A.B. SEE PAVEMENT SECTION A AND OVERLAY DETAIL 1 OR 2 CIiY till \\\, .\.\�\\ �_ LOCATE EXACT LOCATIONS OF REMOVALS WITH CITY THE INSPECTOR. DESCRIPTION OF REVISION DATE APP�aoVm; `\ `\ � �\\ � `\ `\ `\\ � `�`\ `�`\ 8 _ 5�— ADJUST WATER/GAS VALVES TO GRADE �1 11 t/l!(1 %Jul /11i { I( 1 f I J '`/ \`�`\ \�\\`\ \\\\`\�\\\\`. �\,\`\\ \�`,\\\\\\\\� \\\ r ,, , 1 r j 1 ` \\ , `\ ` `\ \ \\ 6�— ADJUST MANHOLE TO GRADE CITY OF RANCHO CU CAM ON GA \ \ \ \ \ \ \ \ \ \ \ w 7 PROTECT IN PLACE O i 1,1i' 1/; 'J: ' ;'• \\�;`. ���;` � \�,� �`,�•� e � STREET PLAN V SAWCUT TO 0.12' DEEP (BUTT TO EXIST.) MAKE JOINT STRAIGHT AND NEAT BET. EXIST. - _ -_- - - - - - - - -- ` % --- -- -- -- PAVEMENT. AND THE PROPOSED OVERLAY (MATCH EXIST GRADE) \ \ \ �\N, \ \ \� - - - - _ - AVE 7R�,>� - j PAVEMENT REHABILITATION 5 38 � .� �, � 1B 5 4 y, '� I i 0,12' ASPHALT RUBBER OVERLAY pro Cao PLANE) (4TH ST. TO 6TH ST.) 7 4 '� - ,+ -� Nem �uuaa s,�wcur 1� 7 NTH X-w" ; ,� , 8 j 20 APPROVED BY: DATE: REMOVE HIEAW ALLK ORED SURFACE AND REPLACE WITH 0.33' A.C. WITH 0.12' AJLH.M. oFEssi CITY ENGINEER RCE: 24953 REDOMbIENDED ILLIKEN VESURFACE COURSE, OVER 0.60' CAB (SEE PAVE�IT SECTION W AND W ON SHf. 1) ; P 0.10' COLD PLANE AND OVERLAY WITH ASPHALT 0.060' A.C. LFVELM COURSE V�I�OrJfld DESM 0 VZ RD-1 PLAN PREPARED BY: T) 0.12 ASPHALT RUBBER HOT MIX "AAL) SURFACE COURSE , , No. 24953 ! DRAIN E.P. 12 31 -07 i RD-1 CITY OF RANCHO CUCAMONGA S 3T 4 CMk TOLL FREE 1X \ %*%' 10500 CIVIC CENTER DRIVE OF t-a0�422-4133 ��,` %��'/ RANCHO CUCAMONGA,CA91730 0.12 ootD PLANE AND OVERLAY AND 0.12 A.R.H.M. SURFACE oouRse» **NOTE: PATCH HOLES AND ROUTE CRACKS \CIV1�,- ! DROM NO, ` 1/4- AND LARGER PRIOR TO OVERLAY TWo WON= DAYS BEFORE YOU M a CH 2083