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Home My WebLink About1482 i i 7n V -- I. + 5. P. .= +7 .0 - tx 111t.31Cj i E _ - ,, - _ CONSTRUCTION NOTES I M O� OO o v� - � " Eo _ 01 LIMIT OF EXCAVATION FOR TRACK AND PANELS INSTALLATION. +Zj'� + Ch 41 + } ^ { _ # } ~ O LIMIT OF CONSTIRUCnON/SAWCUT LINE. } } O SAWCUT AND REMOVE 2' STRIP OF A.C. PAVEMENT AND BASE. CONSTRUCT } „ ° - - - 0.15' ARHM OVER 0.27' A.C. PAVEMENT OVER 7.5" AGGREGATE BASE. 2 2'VE S� •C• 3A CONSTRUCT 0.15' ARHM OVER 0.27' A.C. PAVEMENT OVER 7.5" AGGREGATE BASE. I 5 F.S. �` 4O REMOVE EXISTING CURB AND GUTTER TO LIMIT LINE. CONSTRUCT --- �i �i > r, o ,�._ - - TYPE A2-8 CURB PER CITY Of RANCHO CUCAMONGA STANDARD • ti � n PLAN 104. 49 � �n ,o� �' ' O REMOVE EXISTING MEDIAN CURB TO LIMIT LINE. CONSTRUCT EXPOSED AGGREGATE _ !'4*' _-_ f + Z o .: (SPECIAL CONSTRUCTION) CURB ONLY PER CITY OF RANCHO CUCAMONGA STANDARD 1- 44 1 a, PLAN 104. CURB HEIGHT TO MATCH EXISTING PER SATISFACTION OF CITY ENGINEER. - INSTALL TYPE "H" MARKERS PER CITY STD. PLAN NO. 133. - _ _ _ 6O RELOCATE EXISTING GRADE CROSSING GATE MECHANISM AND CONTROL - TO LOCATION SHOWN. -_ - - - HOUSING n H ill .5 F S. - - - - -_ O7 RELOCATED GRADE CROSSING GATE MECHANISM. A.:.-'3 tl4ui o" N "' REMOVE EXISTING SIDEWALK AND CONSTRUCT 4" THICK P.C.C. SIDEWALK ' PER TYPICAL CROSS SECTION. 0 • • to . Q • `° ° `e _ O9 COLD MILL 0.15' OF EXISTING A.C. PAVEMENT. CONSTRUCT VARIOUS Tl - f # cam+ + : f�c _- THICKNESS OF ARHM OVERLAY. 11 Illy 10 STREET LIGHT TO BE RELOCATED BY SOUTHERN CALIFORNIA EDISON, - - ° } AT SCRRA'S COST, CONTRACTOR SHOULD COORDINATE WITH MISS FLORA SHEEHAN OF SOUTHERN CALIFORNIA EDISON AT (213) 720-5253 FOR RELOCATION DETAILS. 12a y -- P. ._ +7).00I t% __ 11 INSTALL PRECAST CONCRETE TRACK PANELS, OVERALL LENGTH-120'. IL) NECESSARY, U �' - 4 12 BACKFILL MEDIAN HATH MATERIAL IN KIND OR REPAIR WHERERY ►� `' `� '� `� -. EXISTING LANDSCAPING AFFECTED BY CONSTRUCTION.' ' 15,A;e', 15 a o�_ » O K S ALL BE FLUS WITH LJ 1 11 11 1g `0 TR T 4" THICK A I WALK ID WA13CONS UC .C. SDE S E L H H' ^- + + + •� - P.C.C. SIDEWALK AND EDGE OF TRACK PANEL. 14 PROTECT IN PLACE. { ° - 15 CROSSING CONTROL HOUSING TO BE LOCATED 25' FROM OF NEAREST TRACK AND 30' FROM CURB. ��_ a + g 50' + 50' � t 6 INSTALL 12" WHITE DOUBLE LINES AS SHOWN. SCALE HORIZ. 1"=20' i ; a + rnw � ''� �` v 3 15 m �¢� R 17 INSTALL 50 LINEAR FEET OF 4" WHITE LINE AS SHOWN. VERT. 1"_41 i + '^° Z 44 o cr ��rn (v + e6 v e3 w �� -4 z 11 0 N ^ap O m _ _ 10 _ _ N _ _ 18 INSTALL CALTRANS DETAIL NO. 8 AS SHOWN. 13 L 1 _ - --- - J GENERAL NOTES: 10' - - - - - - , » 1. ALL WORK SHALL BE IN ACCORDANCE HATH STANDARD SPECIFICATIONS 10 ►� FOR PUBLIC WORKS CONSTRUCTION", LATEST EDITIION. �-� 2. ALL SIGNING AND STRIPING WORK SHALL BE IN ACCORDANCE WTH THE CITY INT, CPUC N0. 2-96.7 " » 61+64.33 PROP. SCRRA SIDING TRACK OF RANCHO CUCAMONGA AND CALTRANS STANDARD PLANS AND SPECIFiCAT10NS 67' 67' 18 n, =9+85.00 HAVEN AVE. 1992 EDITION. R R o 9 `'J I - SCALE: 1"-20' 3, FOR CONDUIT INSTALLATION, REFER TO DWG. No. GC-0006. - -- - -- VAR. 40' 14' 40' VAR. -- - 2 7 15' 2 w j 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 18 -- --- - ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION 12 ------ - zz C%4 5 12 II '! 6 WITHIN CITY OF RANCHO CUUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. A TEMPORARY STREET ANE CLOSURE APPLICATION SHALL BE SUBMITTED TO w - — ------ -- -� — - - THE CITY OF RANCHO CUCAMONGA PRIOR TO ANY STREET OR LANE CLOSURE V / WITHIN CITY OF RANCHO CUCAMONGA RIGHT-OF-WAY. J�l 2 I 2' ?•� } R 6. REFER I TO SPECIFICATIONS ON DWG. NO. GC-0010A FOR ASPHALT RUBBER Li 2' -_ - __ __ _ _ HOT MIX (ARHM) AND EXPOSED AGGREGATE CURB CONSTRUCTION. • , . 2 -- - - -- - -- - --- z ., V`�' � � io � 11 HAVE N AVENUE 17 3 3A J .> �Ra7, t6 2 3 9 4 15 1 i y _ 8 4 3 3 5 3 3 4 8 I � � ° EXISTING GRADE - - - - _ - TYPICAL CROSS SECTION COLD MILL LIMIT R=4.5' STA. 9+35 TO STA. 9+75 _ — — r -- - -- - -- J_- - - - �1 - - - - N.T.S Y w O W • CONTRACTOR TO USE ADJUSTED ` _ 3 15 i w BENCH MARK ELEV. 1109.92 `' `, _,� �_ < $ v 4 z J �� n� r 8 Q FOR CONSTRUCTION. r Y ' t� a cr 30 ^o o� Z BENCH MARK: CITY OF RANCHO CUCAMONGA o z j m + I 6 0 v < B.M. 111-A ^ NNaZ AIY < - a z ��' J CONC. NAIL IN CHISLED SQUARE 23' N/0 g W o �g "M ,Lg M a vii _ � r • � 3 q in x CITY OF RANCHO CUCAMONGA N CE 8th ST. de 12 E/0 � TURNER AVE. do `,�� z •�3 0�' w � �� _ v r` so � w v F N 44.5' S/O So. RAIL OF MAIN LINE. o N zv"i r�'� �t c� axuj � �rnFco 01 • w w RECOMMENDED Bif DATE 3 0 o REC. ELEV.: 1110.057 14 3 7 z 6 14 APPROVED BY DATE - a CITY ENGINEER: R.C.E. Z4 9 5 z w DESIGNED BY W Information confidential D . S. o�ESS, &- 1 SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYCO"MUTER CONTRACT No. C-6700 all plans, drawings, specifi- O R A 'L DRAWING NO. q fu� furnished herewith information shallPRAWN BY D S �� ,�.L o �� SCRRA PROFESSIONAL ENGINEERING SERVICES AND STAFF SUPPORT FOR THE METROLINK REGIONAL RAIL SYSTEM TRACK AND STATIONS — SAN 8 E R N A R D I N 0 & RIVERSIDE LINES GC -0002 l remain the property of the ♦ 3 W Southern California Regional CHECKED BY v ' REVISION SHEET N0. o I1 w Rail Authority and Shall J. D . � , s - RANCHO SIDING z CVS W be held confidential; and _ _ WILLOAN ASSOCIATES 039 Q shall not be used for SUBMITTED BY # 7ENGINEERS AND PLANNERS any purpose not provided M . 0. STREET IMPROVEMENT PLAN SCALE � C I Y 1 t ! �R 1�nil, w W for in agreements with the � 2/12/9) 1 ISSUED FOR BID. Southern California Regional DATEf� DATE DESCRIPTION er APP. Roil Authority. 0 3— 2 4— 9 3 01F CAL1E� APPROVED: RELEASED: HAVEN AVENUE AS NOTED PROJECT MANAGER - ECTOR OF ENG. Z CONST. - SCRRA V Sheet I o-f 3 i ESTIMATED CIVIL CONSTRUCTION QUANTITIES FOR GRADE CROSSING WORK CURB CURB AND GUTTER PCC SIDEWALK CONST. ADJUST GRADE XINGS UNCLASSIFIED SAWCUT ARHM ASPHALTIC (LIN. FT.) (LIN. FT.) (S.F.) MANH M MI HC• UNCLASSIFIED CRUSHED AGGREGATE COBBLESTONE 2" x 4" OLE MANHOLE � NAME OF GRADE CROSSINGS EXCAVATION PAVEMENT CONCRETE NO. 3 FRAMES FILL BASE BOULDERS REDWOOD HEADER (T.F.) (C.Y.) (L.F.) (C.Y.) (C.Y.) REMOVE CONST. REMOVE CONST. REMOVE CONST. & COVERS (C.Y.) (LIN. FT.) (EACH) (EACH) C.Y. (S.F.) HAVEN AVENUE 120 35 370 25 15 200 100 100 80 300 640 30 500 HERMOSA AVENUE 30 270 140 105 1 1 170 165 300 CEDAR AVENUE 80 95 345 60 50 300 70 50 CACTUS AVENUE fi0 35 80 35 MIS. ALLOWANCES TOTAL 290 435 935 25 215 250 400 100 80 300 640 1 1 240 245 500 300 YW M 2 W J W F O dw o: Ki o NOTE: SEE SHEET GC-0009 FOR STRUCTURAL QUANTITIES REQUIRED FOR THE BOX CULVERT AT HERMOSA AVENUE. U O Uj b J W Information confidential DESIGNED �' D . S. o�ESS, • 1, SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY COMMUTER RAIL CONTRACT NO. C-s�oo all plans, drawings, specifi- DRAWING NO. 3 cations, and or information DRAWN By furnished herewith shall H SC RRA PROFESSIONAL ENGINEERING SERVICES AND STAFF SUPPORT FOR THE METROLINK REGIONAL RAIL SYSTEM TRACK AND STATIONS — SAN B E R N A R D I N 0 & RIVERSIDE LINES GC-0001 fit. j. remain the property of the h �' Southern California Regional v ,- 9 CHECKED BY _ ,., REVISION SHEET NO. I W Rail Authority and Shall J. D . RANCHO AND RIALTO SIDINGS O W be held confidential; and _� WILLDAN ASSOCIATES 038 shall not be used for SUBMITTED 8Y any purpose not provided A/)M . 0• �� ENGINEERS AND PLANNERS SCALE V Ivl �! GRADE W W for in agreements with t47 he C l Y t !• 00 11/30/9 ISSUED FOR BID Southern California Regional DATE03 - 24- 93 ff c z Rail Authority. n of CAUE� APPROVED: RELEASED: C I V I L CONSTRUCTION QUANTITIES NONE a z REV. DATE DESCRIPTION APP. 0 — 2 4— PRO,ECT YANACER - FRH DIRECTOR of ENC t CONST. - s�CRRA _ "�C, ho• I � 82 I s MATCH LINE SEE BELOW RIGHT so" so" 6 1 , 3 C30 HAVEN A 63" HAVEN A ED 63" to 0' LEGEND VE CLOSED 2" VE CLOS 2" LAJ C30 5 o z TEMPORARY SIGN AND POST 6TH ST TO ARROW HWY . _2 6TH ST TO ARROW HWY 2 t-t TYPE II BARRICADE 26TH � " " 3 R1 CD (DATE) TO (DATE) (DATE) TO (DATE} 1 C5�RT) 1 C5(RT) 1 DETAIL "A" 2" 2" t-t TYPE III BARRICADE I 6 1 R18 USE ARCHIBALD AVE " " USE MILLI KEN AVE " " # y N0. OF THROUGH LANES C5(LT) 1 l; 3 __ 3 -- 3 DIRECTION OF TRAFFIC FLOW ;, • 50 iuol • PORTABLE DELINEATORS DETAIL "C" 1 f DETAIL "A7 DETAIL "Al EES- FLASHING ARROW LGN E 3C30 Not r • " N.T.S N.T.S W R17 3 I : TAI " Er HIGH LEVEL WARNING DEVICE. C5(RT) 6 NEW JERSEY A TRAFFIC 4" DE N.T S Q HUMBOL . 5 C30 3 W57(RT) LOCAL 4" AN" p • 4 SIGNALIZED INTERSECTION f7l3 C2,C5(LT) �+ C2(2) ONLY TWO-WAY STOP CONTROLLED INTERSECTION "• ' • ` ``•" `•'� ' 3 C� 3 TYPE N MARKER O C18 1 Ci('3), TYPE N *'►+"► i I COVER MAST ARM DETAIL uCu j S4 FOUR-WAY STOP CONTROLLED INTERSECTION MARKER 3 I SIGNAL HEAD Q N.T.S. DETAIL "A" 1 DETAIL "A" 1 Q NB DETOUR ROUTE to M 1 SC3 DETAIL "A1" 1 `n � .....w,...,:N.w:..M,.. : ..m.... : C5(RT) 1 M 1 DETAIL "A" Y ��\ SB DETOUR ROUTE 1 SC3 J Q a- WORK AREA 8TH SC3 1 1 C5(LT) 1 C1 ; j 0 S.....y 0 i C5(RT) 1 SC3 1 Q Q a LO C) to LLJ C5A(LT) 1 CONSTRUCTION NOTES Cr 3 I ARROW P 1 SC3 SC3 1 Q HWY T O C2(3), TYPE N a1 INSTALL TEMPORARY SIGNS AND POST AS SHOWN. 3 { )' �-2 _ �-2 �-2 �-2 �-2 f-2 1 MARKER 1 R16 '' �" f' F ''�' ' 44�, ' `� 1 2� PLACE TYPE II BARRICADE WITH SIGN AS SHOWN. Z 13 C2(2) C5(LT) 550' 1�0' I 3 PLACE TYPE III BARRICADE WITH SIGN AS SHOWN. LLJI DETAIL "A" 1 ----E]SC3 V) I SC3 1 1 C5(RT) C5(RT) 1 Q I ,.,.. ...:� .. . a' : ON 1 C5(LT) I 4 INSTALL TYPE "A" FLASHING ARROW SIGN. = I ❑ 04 L • •44 00.40. 0.0.0 ACACIA BUSINESS CTR DR w I I i I 1 : �" W ❑5 INSTALL HIGH LEVEL WARNING DEVICE WITH THE SIGN SHOWN. C30EI- •' 6 10' O.C. 3 DETAIL "A" U 1 I I 1 6� PLACE TRAFFIC DELINEATOR WITH 7 INCH SLEEVE OF 3 W57 RT 1 C5(RT) SC3 1 � ; V 0 � REFLECTORIZE MATERIAL. DELINEATOR SHALL BE SPACED �. W57(RT) 1 C5(RT) I DETAIL "A " 1 25' MAX EXCEPT AS SHOWN. C19 3 = 6 45' O.C. f� . DETAIL "A1" 1 I C5(LT) 1 [MS SC3 I WO , A M.... _. 9TH S T 26TH T I � SC3 7TH — Z 6 25TH ST GENERAL NOTES [ r • 1 C5(LT) I ( IZ 4 LT ` « 3 C30 , 24TH ST la NEW JERSEY BLVD ` 1) Traffic control devices shall conform to Caltrans C5(RT) 1 Z N Traffic Monuol, Standard Plans and Specifications, dated 6 C20(LT) 1 I I b I 1 SC3 July 1992 and as shown hereon and in the Special Provisions. C30 5 •' cn SC3 [� MAIN H U M 1 C5(LT) 1 I i• 3 f Ln 4 . ; a - EXIST. AT & SF TRACK 1 z I j 2) Contractor shall provide and place traffic control devices Z • H per the Coltrons Traffic Monual, these plans, and the �n w • r a C5(LT) 1 W Z - S4 SEE DETAIL "1" ` Engineer in the field. o .I I z I I FOR SEGMENT U I : i Z ' W 8TH SC3 1 C5(LT) 1 L[j]C 19 1ST TREATMENT AND 3 Full closure shall limited weekend nl i h a 3 30 a ADDITIONAL SIGNING H- W NEWPORT AG�ACI A ) u c osu e s a be ted to o y with prior approval I ' ACACIA C5(RT) 1 Z ; ` C' by the city of Rancho Cucamonga and the engineer in the field. • E 2 I 1 C7 SC3 1 C19 11 I U \ 4) The contractor shall notify the City of Rancho Cucamonga af * t N Q Of and emergency agencies one week in advance of the time 6 H 9 Y 9 C3A ' _ . �~-- 71TH I I ST m and duration of the proposed closure. C5(L T) 3 I I I • 13 30 * ? I 7TH v S T - ] \ P P ' I C30 5 €' f 1 C5(LT) - ~ Q 7TH ST 5 The contractor shall stencil the appropriate be ronin I a � ( ) S ) beginning V) SC3 1 45 0.C. M Y_i I d ending dotes of the construction period using the 1 DETAIL "A" an g p g ARROW - `_-�` ` ` IE DETAIL "A" o shown on Detail "A" and "Al" (th ( �f f rm o t e dotes shown on 1 „ „ 1 5(LT) 5 C30 I W C5{RT) 1 1 1 Detail t"A" and "Al" are shown for illustration purposes only), C5(RT) C3 C5(LT). Z Z " " I 6 The rood closure advisor sin Det." " shown shall be I � y, r r . • s� w DETAIL A 1 Y 9 _..._..__ ._..__._... _. ................_._.... ..1 j , . ._... ..�_...• `�6 HARON v 1 I 1 DETAIL "C" J installed one week prior to start of construction. _.. ... _._..................__..__ F g __ DETAIL "A" 1 1 # ,,. _............._............................. I I I 7) All temporary warningsigns shall have block letters > 4" f C5(LT) 1 C19 1 IsJ on orange background. 1 C5(RT) 1 1 C5(LT) 1 SC3 C5(RT) 1 DE » N _..� M 6TH �...� .� 1 C5(RT) o J TAIL A g Contractor shall provide access to driveways during 1 Z ;• IST ; to 1 1 U ) P Ys 9 _..._ . .. m .. _.....:.....: j I construction. ,...... .. ..........._. ..... ,�. 3 C30 F C5(RT) 1 1 � Q 1 C5(LT) 1 3 � � C5(LT)r_1_1 Q a _ 6TH M I ST550' g) All corner signs shall be placed 50' from curb line as shown ( . .i 5 C 30 = I .r.,. 1 3,. f _ ,..� " ,. �; ' , 2 on Detoil and shall be ploced to avoid blocking existing d i { 3 3A --� 1 --� 4 1 -► 1 -► -� S4 traffic control signs or signals. 45' 0.C. 6 • i C5(LT) 1 SC3 1 SC3 10) Contractor shall instoll all signs, delineotors, barricades + 550 p �, C7 1 , I C30 3 i► ' and necessary equipment prior to commencing construction. 1 C5(LT) o C5(RT) 1 "� " " _ � 1 C1 11) The contractor shall maintain, on 24-hours basis, all ? 6 I I D 1 DETAIL A U K o J Z 1 C5(LT) ,n signs, delineators, barricades, etc., to ensure proper Lo Zflow and safety of traffic. w a 1 C5(LT) I l Q Q �° ►n y � X o I ; E . i m � Q Z W 12) Contractor shall obtain City street closure permits prior to 3 w oz I ~ € _ (/) O 1 DETAIL "A" " " Y construction. I 4 C30 3 r. _ U Q Z 1 DETAIL A J LO 1A x w • , 4TH � _ = 1 18 ST 1 o f I , C20(LT) C30 3 - s2 - - - s4 CITY OF RANCHO CUCAMONGA Z DETAIL "l € RECOMMENDED t°a� DATE P/ems �' MATCH LINE — SEE ABOVE LEFT I APPROVED BY DATE o N.T.S. CITY ENGINEE R.C.E. 24953 M Information confidential DESIGNED BY CONTRACT NO. C-6700 ? � all plans, drawings, specifi- H . J . DQ�44 'tSS/p�' SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY COI l LUT R RAID DRAWING NO. canons, and or information �. l furnished herewith shall DRAWN BY B . . .�� `^_z sCRRA PROFESSIONAL ENGINEERING SERVICES AND STAFF SUPPORT FOR THE METROLINK REGIONAL RAIL SYSTEM TRACK AND STATIONS — SAN B E R N AR D I N 0 & RIVERSIDE LINES TC -0002 o remain the property of the r jB . H wLos Angeles County Trans- N0. 45729 , F ortotion Commission and CHECKED BY Ln rn V) W Exp. 12-31-94 `` REVISION SHEET NO. UJ shall be held confidential; C .T. P w1LLDAN ASSOc1ATES RANCHO SIDINGCD and shall not be used for Jr. CIY1� �� ■ rn any purpose not provided SUBMITTED BY �I �� A ENGINEERS AND PLANNERS O U W for in agreements with the of A`�� kOL f TEMPORARY TRAFFIC FACILITIES DETOUR ROUTING PLAN SCALECID m Los Angeles County Trans- o a z portation Commission DATE 3 -Z 4 -9 3 APPROVED: _ _ RELEASED: HAVEN AVENUE NONECr REV. DATE DESCRIPTION �g APP. HERBERT L. GL SING JR. RCE 45729 PROJECT MIANAGE - FRH DIRECTOR OF ENG. do CONST. - SCRRA = he e+ .Z of 3 203-11 ASPHALT RUBBER HOT MIX - GAP GRADED (ARHM-GG) 302-9 ASPHALT RUBBER HOT MIX GAP-GRADED (ARHM-GG) Subsection 203-11 is hereby added to Section 203 of the Standard Specifications as The ospholt-rubber mixture shall be reacted for o minimum of 45 Subsection 302-9 is hereby added to Section 302 of the Standard Specifications as follows: minutes from the time the rubber is added to the asphalt-extender follows: oil blend. The temperature of the ospholt-rubber mixture shall be 203-11.1 General. ARHM-GG shall conform to the specifications of maintained between 375'17 and 425F during the reaction period. 302-9.1 General. ARHM-GG shall be constructed as specified for asphalt Subsection 203-6 "Asphalt Concrete" except as modified herein. The ospholt-rubber mixture shall possess the following physical concrete pavement in Section 302-5, except as modified herein, property after the reaction period: 203-11.2 Materials. 302-9.2 Distribution and Spreading. The third and fourth paragraph of Viscosity at 400'F (ASTM D 2196) 600 to 2,000 cp Subsection 302-5.5, does not apply to ARHM-GG. 203-11.2.1 Asphalt. Binder for ARHM-GG shall be Type 2 (Brookfield) ospholt-rubber binder as specified in these special provisions. The At the time of delivery to the work site, the temperature of mixture shall not asphalt used in ospholt-rubber binder shall be AR 4000 conforming The ospholt-rubber mixture after reaching the desired consistency be lower than 300'F or higher than 350'17, the lower limit to be opprooched to Subsection 203-1. Any proposed change to the viscosity grode shall not be held at temperatures over 375F for more than four in worm weather and the higher in cold weather. shall be submitted to the Engineer by the Contractor 48 hours prior hours. to beginning work. ARHM-GG concrete shall not be placed when atmospheric temperature is The ospholt-rubber mixture shall not be used as o binder after it has below 657 of during unsuitable weather, or when pavement temperature is The amount of ospholt-rubber binder to be added to the aggregate been retained for more than 48 hours. below 60"F. shall be between 6.7 percent and 8.7 percent by dry weight of the aggregate. The exact amount will be determined by the Engineer. ARHM-GG shall be spread at o temperature of not less than 285'17 Contractor shall provide surface temperature reodings with on infrared heot The temperature of the aggregate at the time the ospholt-rubber and not more than 350'17, measured in the hopper of the poving measurement device when requested by the Engineer. binder is added shall be not more than 350'F. machine. 302-9.3 Rolling. A vibratory roller shall be used for initial breakdown 203-11.2.2 Rubber. Rubber for use in ospholt-rubber binder shall 203-11.4 Aggregate. rolling. The initial breakdown rolling shall be completed before the ARHM be free of loose fabric, wire, and other contaminants except that up temperature falls below 275'F measured immediately in front of the roller. to four percent (by weight of rubber) calcium carbonate or tolc may 203-11.4.1 Composition and Grading. The first paragraph of be added to prevent rubber particles from sticking together. The Subsection 203-6.3.2 does not apply to ARHM-GG. The aggregate Pneumatic tired rollers shall not be used to compact ARHM-GG. rubber shall be sufficiently dry so as to be free flowing and not for ARHM-GG shall conform to the following gradation: produce looming when blended with hot asphalt. 302-9.4 Completion. Traffic shall not be allowed on the ARHM-GG for at Limits of least one hour after final rolling operations hove been completed. A somple of the ospholt-rubber binder proposed for use on the Sieve Proposed Operating Contract project, consisting of four one-quort cons, together with the proposed Size Gradation Ronged Compliance Before opening o traffic Ione to public traffic, when directed by the Engineer, formulation of the binder shall be furnished to the Engineer at least o sand cover shall be spread uniformly over areas where ARHM-GG has been two weeks before ARHM-GG pavement construction is scheduled 3/4" 100 100 placed Sand shall be free from cloy or organic material and shall be of such to begin. 1/2" p percent will ass o No. 4 sieve and not more / 90-100 90-100 size that from percent to 100 p 3/8" 79-87 x15 x17 than 5 percent will pass a No. 200 sieve. Sond shall be spread at the 203-11.3 Mixing. Mixing of the asphalt and rubber materials shall be No. 4 32--40 x15 x17 approximote rote of from one to two pounds per square yord. accomplished as specified herein for the type being furnished. No. 8 18-24 x14 x15 No. 30 9-12 x14 x15 302-9.5 Measurement and Payment. Measurement or'd payment of ARHM- 203-11.3.1 Type 2 Aspholt-Rubber Binder. Type 2 ospholt-rubber No200 2-7 0-8 GG shall be the some as for asphalt concrete per Subsection 302--5.9, which . binder shall be a uniform and reacted rnixture of compatible poving the exception, that the Contractor Unit Price per ton for the placement of th-7 grade asphalt, extender oil, and reclaimed vulcanized rubber. ARHM-GG include full compe,-,cotion for the placement of the sond cover. Extender oil shall be o resinous, high flosh point aromatic hydrocar- 203-11.5 Equipment. The method and equipment for combining the rubber bon conforming to the following: and asphalt shall be so designed and accessible that the Engineer con readily determine the percentage by weight for each material being incorporated into Vi303- 7 MEDIAN ISLAND REPLACEMENT Viscosity, SUS ® 100'F 2500 min. the mixture. (ASTM D 88) Flosh Point, COC, 'F 390 min. Equipment utilized in the production and proportioning of the ospholt-rubber Subsection 303-7 is hereby added to Section 303 of the Standard Specifications as Molecular Analysis (ASTM D 2007) binder shall include the following: follows: I Aspholtenes, % by weight 0.1 may,. Aromatics, % by weight 55.0 min. An asphalt heating tank with hot oil heat transfer to heot the asphalt 303-7.1 Exposed Aggregate Curb. The Contractor's attention is directed to to the necessary temperature before blending with the granulated the existing exposed aggregate curb as previously constructed with Phos,-_s I The asphalt and extender oil, w~en combined shall form a materia' rubber, This unit shall be equipped with a thermostatic hent control and II of the Haven Avenue Median Beautification projects as a sample. All that is chemically compatible with the rubber. device. curbings shall be constructed with exposed aggregate facings to match existing exposed aggregate curbing of said Phases I and 11 as specified hereafter. The rubber used in Type 2 ospholt-rubber binder shall contain A mechanical blender for proper proportioning and thorough mixing These items shall conform to Section 201-1, "Portland Cement Concrete," between 20 percent and 30 percent by weight, natural rubber when of the ospholt and rubber. This unit shall hove both on asphalt and Section 303-5, "Concrete Curbs, Wolks, Gutters, Cross-Gutters, tested in occordonce with ASTM D 297. The specific gravity of the totalizing meter (gollons or liters) and o flow rote meter (gollons per Driveways, and Alley Intersections," of the Standard Specifications, to the rubber shall be between 1.10 and 1.20 and shall conform to the minute or liters per minute). City Stondord Drawings, and to these Special Provisions. Class 600-E-3250 following gradation when tested in accordance with ASTM C 136: concrete shall be used for oil such work unless otherwise specified on the An ospholt-rubber storage tank equipped with heating system to Plans or Special Provisions, Sieve Size Percentage Passing maintain the proper temperature of the binder and on internal No. 8 100 mixing unit capable of maintaining a homogeneous mixture of 303-7.2 Exposed Aggregate. The top and face of curb shall hove on exposed asphalt and rubber. aggregate finish achieved by using Lithotex Top Surface Retarder by L.M. Scofield Company or on approved equol method. Aggregate to be minimum The rubber shall contain no particles longer than 1/4-inch in length. An ospholt-rubber supply system equipped with a pump and 3/8-inch and maximum 3/4-inch uncrushed rock. Aggregate proportions to metering device capable of adding the binding by volume to the be minimum 60 percent aggregate and 40 percent washed concrete sond. The extender oil shall be added to the asphalt at o rote between two aggregate at the percentage specified or ordered. Aggregate color to be groy and light groy tones. The some source shall be percent and six percent by weight of the ospholt, the exact amount used for the coarse and fine aggregates. Also, the some brond and type of shall be determined by the ospholt-rubber supplier. The ospholt cement shall be used throughout the duration of the project. Concrete to be shall be at a temperature of not less than 350'F nor more then 3,250 PSI at 28 days with not less than 600 pounds cement per cubic yord. 425T when the extender oil is added. 303-7.3 Hond-Set Cobble. Hond-set cobbles sholl be set with o dry sond and The ospholt-extender oil blend and rubber shall be combined and cement solution (5: 1), compacted to 80 percent, then washed. mixed together in the blender unit to produce a homogeneous mixture. The amount of rubber to be added to the osphol t-extender oil blend shall be 17 percent and 23 percent by weight of the total combined mixture of asphalt, extender oil, and rubber. The exact amount shall be determined by the ospholt-rubber supplier. The ospholt-extender oil blend shall be at a temperature of not less than 350'17 nor more than 425'17 when the rubber is added. After the material has reacted for at least 45 minutes, the ospholt-rubber shall be metered Z into the mixing chamber of the asphalt concrete production plant of the percentage specified or ordered. O � 3w U Z d w � o NOTE: SPECIFICATIONS SHOWN ON THIS PLAN SUPERSEDE ANY CONFLICTING SPECIFICATIONS PREVIOUSLY SUBMITTED. CITY OF RANCHO CUCAMONGA IN N (GRSTANDARD SPECIFICATIONS REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT 0 EEN BOOK) DATED 1991 . RECOMr�tENDED � __ DA TE -- 3L ,9,� T _ wo APPROVED BY E CITY ENGINEER C.E. DESIGNED BY UJ - y., \ Y City RACI No. C-6700 infUJ GNoplanns, drawings,nspecifi- t)FE$$/ all • SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY corri"TcsM RAIL DRAWING NO. Q) cations, and or information DRAWN BY 117 V. Ol �. PROFESSIONAL ENGINEERING SERVICES AND STAFF SUPPORT FOR THE METROLINK REGIONAL RAIL SYSTEM o furnished herewith shall ,\ti, �. :C IRA GC- 001 O A z remain the property e the .� — -- _- - TRACK AND STATIONS — SAN BERNARDINO & RIVERSIDE LINES REVISION SHEET No. o Southern California Regional CHECKED BY v '� .; r O w Roil Authority and shall p v _ w be held confidential; and WILLDAN ASSOCIATES RANCHO SIDING shall not be used for SUBMITTED BY ,rs CL I�K7 any purpose not provided * fr' ENGINEERS AND PLANNERS W m l for in agreements with the , C f v�� ,�. �- • CONSTRUCTION SPECIFICATIONS SCALE ' m Southern California ReGionol DATE !r Q.� Rail Authority. 03- 25 - 93 �� c��° APPROVED: � -_ RELEASED: NONE z REV. DATE DESCRIPTION wg� APP. Pf OJECT MANAGER FRH CTOR 0 ENG. 8CONST. - 5(�tRA 60" _I 60" CONSTRUCTION NOTES 3" 3" ❑1 INSTALL TEMPORARY SIGN(S) AND POST AS SHOWN. H ERM OSA AVE CLOSED ___ l"2" H E N AVE CLOSED 6�2" 0 6TH ST TO ARROW HWY _ 2" z 6TH S ARRO WY t S0' -� ❑2 PLACE TYPE II BARRICADE WITH SIGN AS SHOWN. TO (DATE) _ (DATE) ATE W W (DATE) 2" ) j 2" PLACE TYPE III BARRICADE WITH SIGN AS SHOWN. Q FOOTHILL Q BLVD USE ARCHIBALD AVE US CHIBAL vE 6� ' �_ 3" _ _ 3" F4] INSTALL TYPE "A" FLASHING ARROW SIGN. } _ _ _ - - -- F51 INSTALL HIGH LEVEL WARNING DEVICE WITH THE SIGN SHOWN. DETAIL "A" DETAIL "A1" 50' I0 N.T.S N.T.S in PLACE TRAFFIC DELINEATOR WITH 7 INCH SLEEVE OF REFLECTORIZE C18 11-61 j MATERIAL. DELINEATORS SHALL BE SPACED 25' MAX EXCEPT AS SHOWN. Q GENERAL NOTES DETAIL "A"E DETAIL "A" , I DETAIL B 1 W 1 C5(RT) o SEE DETAIL "3" � Traffic control devices shall conform to Coltrons Traffic F-- to FOR INTERSECTION Manual, Standard Plans and Specifications, dated July 1992 = `n TREATMENT + + ; and as shown hereon and in the Special Provisions. 0 1 C5(LT) Q '`� Q SC3 1 � Q Q LEGEND 2) Contractor shall provide and place traffic control devices per Q I SC3 1 to 1 o 1 DETAIL "A" T the Coltrons Traffic Manual, these plans, and the engineer in the field. ARROW li HWY TEMPORARY SIGN AND POST ----2- '""`2 ! r--2 _ 72 _ �"'2 _ +-f TYPE 11 BARRICADE 3) Full closure shall be limited to 72 hours with prior approval 2 ....:J2-� / 2 2.. } 2 by the City of Rancho Cucamonga and the engineer in the field. ` t-f TYPE III BARRICADE f � 4) The contractor shall notify the City of Rancho Cucamonga and } C7 1 # _�_ NO. OF THROUGH LANES emergency agencies one week in advance of the time t 1FF C5(LT) DIRECTION OF TRAFFIC FLOW and duration of the proposed closure. _ I • PORTABLE DELINEATORS Uj 5) The contractor shall stencil the appropriate beginning BUSIN S CTR F-- and ending dotes of the construction period using the C5(RT) Dj W Y EEE- FLASHING ARROW SIGN format shown on Detail "A" *Ynrf " (the dotes shown on (••) I Q I Q y HIGH LEVEL WARNING DEVICE. Detail "A" ore shown for illustration purposes only). 1 DETAIL "A" 1 C19 U 0 U F- ) 6) The road closure advisory sign (Detail "A ") shown shall be installed � 0 SIGNALIZED INTERSECTION one week prior to start of construction. I 1 SC3 DETAIL "A 1 l W W 0 2 TWO-WAY STOP CONTROLLED INTERSECTION 7) All temporary warning signs shall have block letters 9TH ST 26TH I ST Se FOUR-WAY STOP CONTROLLED INTERSECTION on orange background. Z 1_f� 0 8) Contractor shall provide access to driveways during construction. 25TH FST E= WORK AREA Uj 9) All corner signs shall be placed 50' from curb line as shown on Detail "B" iv Z_ - --- - and shall be placed to ovoid blocking existing traffic control signs or signals. C5(RT) , - 24TH ST NEW JERSEY NB/SB DETOUR ROUTE 10) Contractor shall instoll all signs, delineators, barricades SC3 and necessary equipment prior to commencing construction. � __-_ MAIN H _� 11) The contractor shall maintain, on 24-hours basis, all EXIST. AT & SF (2 TRACKS) signs, delineators, barricades, etc., to ensure proper t 1 flow and safety of traffic. 5 t S4 - W 1 C7 t! 8TH -- 550' -� � S T 12) Contractor shall obtain City street closure permits prior to ACACIA z i construction. SEE DETAIL "1" DETAIL "A" 1 C5(LT) 1 ACACIA FOR INTERSECTION E]DETAIL "A Q C5(RT) , Q TREATMENT U SC3 1 ¢ 1 SC3 1 4 [± 7TH ST 7TH ST E --- - -- ------- - ARROW HWY 550' I, 1 SC3 DETAIL "A 1 l V) I t i f 1 1 SC3 ji C19 1 I W ; I W DETAIL "A" 1 SHARON Z I W z SC3 1 I � � U I W a ? ; 1 C5(RT) Q C5(LT) 1 `�' SEE DETAIL "2" J 2 4TH S T ± # FOR INTERSECTION ' W 14 cv TREATMENT a 6 TH 5 m ST ± ± t I ` f Z i' �r..'� �iG..} .��, fes, f. 6 i C2(2) ! -- 3 TYPE N MARKER(2) Q • 12• 550' " " C5(LT) Ey MAIN �4 •.� Q 1 DETAIL A (� r, r•y 3 C3A,C5(LT) " I 1 C5(LT) C7 1 T I C3A ' Y' 1 DETAIL A = b 1 C1 M C5(RT) 3 � �� ,. 6TH ST o SC3 1 U to i z J Q Q Q Q (A 8TH T 'A" 8 S � a.4 a..i u i..a - -- m 1 DETAIL � Ca = 0 o Z . / Uto .� - C2(2) 1 SC3 ___.__ , __, _.__ ._. ___.__.._.._... Q W of U LLJ 3 TYPE N MARKER(2) 4TH Q Q = = ST = € i C5(LT) J 1 C18 7 Yw R DETAI L 3 o �., s } ' C5(RT) 1 Q I _TF J O a � F I =` 1 0 1 C5(LT) ii C5(LT) I7to E W W ;: CITY OF RANCHO CUCAMONGA Q Q 1 DETAIL "A" z v) DETAIL " 1" DETAIL " 2" RECOMMENDED _ ��^^ ____._ DATE ul U r N.T.S N.T.S APPROVED BY DATE —Y7-_-'�3.___ CITY ENGINEE '_ _ _ R.C.E. 24953 s Information confidential DESIGNED BY L CONTRACT NO. C-6700 H . J . e�°` `'S'°�' . • SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYCOMMUTER �w all pions, drawings, specifi- _- cations, and Or infarmCtian /�� . `�if`�� DRAWING 0. ! ;' furnished herewith shall DRAWN BY 4 SHRRA PROFESSIONAL ENGINEERING SERVICES AND STAFF SUPPORT FOR THE METROLINK REGIONAL RAIL SYSTEM remain the property of the B . B . - - — -- - ---- - - - TRACK AND STATIONS — SAN BERNARDINO & RIVERSIDE LINES T_C -- 000. 1 - — Los Angeles County Trans- No, 45729 s portotion Commission and CHECKED BY ' , , E 1?-31-94 REVISION SHEET N0. C shall be held confidential; C .T . �: RANCHO SIDING U _ and shall not be used for �l7 CIV1� �� .LDAN ASSOCIATES r f n purpose not provided SUBMIT- TED u o o d SUB ED By Y P P P 0 F � "':" �7 ENGINEERS AND PLANNERS _ for in agreements with the Of � TEMPORARY TRAFFIC FACILITIES DETOUR ROUTING PLAN Los Angeles County Trans- c, SCALE _ °orfoti°n C°mm 9siOn DATE APPROVED: RELEASED: H E R M O S A AVENUE NONE REV, DATE DESCRIPTION sue APP. 3 -2 4 - 9 3 HERBERT L. G E G JR. 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