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HomeMy WebLinkAbout2028 ti SHEET INDEX ' CITY OF RANC110 CUCAMONGA 1 TITLE SHEET 2-3 PLANS CONST=710N NOTES 4 SIGNING, STRIPING AND PAVEMENT MARKINGS 0.12' THICK COLD PLANE AND 0.12' ARHM OVERLAY ` (NOTE: AFTER COLD PLANE, ROUTE AND SEAL VISIBLE CRACKS 1/4' OR LARGER PRIOR TO OVERLAY) j �— 6' VAR. COLD PLANE (0.12'-0') & 0.12' ARHM OVERLAY SAPPHIRE STREET (NOTE: AFTER COLD PLANE, ROUTE AND SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) 0 - 0.12' ASPHALT RUBBER HOT MIX (A.R.H.M.) OVERLAY PAVEMENT REH BILITATION 0--- 50' TRANSITION- VAR. COLD PLANE (0'-0.12') AND 0.12' ARHM OVERLAY PER DETAIL (SEE OVERLAY JOIN DETAIL "C" ON SHT 1), EXERCISE CAUTION DURING PAVING THT R E ET T BANYAN STREET AND GRINDING AT THE BRIDGE AREA S O �-- 25' TRANSITION- VAR. COLD PLANE (0'-0.12') AND 0.12' ARHM OVERLAY PER DETAIL GENERAL NOTES (SEE OVERLAY JOIN DETAIL •B 0ON SHT 1) 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the4a-- SAWCUT AND REMOVE HEAVY ALlIGATORED SURFACE AND REPLACE WITH 0.12' A.R.H.M. SURFACE Standard Specifications for Public Works Construction, (Green Book), 2003 Edition with COURSE OVER 0.58' (7") A.C. BASE COURSE, SEE REPLACEMENT DETAIL ON SHT 1, SECTION 'A' (FIELD LOCATE EXACT LOCATION WITH THE CITY INSPECTOR) 2004 suppliments. Q5 — ADJUST WATER/GAS VALVES TO GRADE 2. Public and private utilities and substructures shown hereon are from available records. RANCHO CUCAMONGA +!r FOR SINGLE OR DUAL ur t-oF DOUBLE YELLOW LINE 6a-- ADJUST MANHOLE TO GRADE LEFT TURN LANES ONLY OR MEDIAN g1R8 FACE The contractor shall be responsible for protecting all utilities and substructures as PROJECT SITE Qa-- BUTT JOINT SEE OVERLAY DETAIL "D" ON SHT 1 shown within the construction limits of this project and shall be responsible for any t' r damage as a result of the construction operations. , A� - - 5' lop ®-- SAWCUT TO 0.12' TO JOIN PROTECT IN PLACE s 4.8"Y"TE TURNING LANE LINE 3. The contractor shall notify Under roundService Alert 1-800-422-4133 and the following utilities two working days prior to construction or regarding any problems. ' ETi ^�^� THRU LANE STRIPING NOTES: � _<jj <_ __ �.�.,,h_ -__-:- - _ y ; 13, �� � (&-INSTALL DETECTOR !OOPS (PER LOOP DETECTOR PLACEMENT ON SHT 1 AND m k SPECIAL PROVISIONS), NOTIFY TRAFFIC ENGINEERING DN. PRIOR TO ANY WORK. Southern California Edison Co. (909) 357-6585 „� % IP LANE UNE WITH TYPE "G" MAR Southern California Gas Co. (909) 335-7583 �,�, A E _ . a,°A1E ... . KERS PER CITY B PAINT 4 YELLOW SK rix ria , @ e LANE LINE STANDARD NO. 133 Verizon Communication (909) 469-6340 N(TJRM - - C PAINT OR REPAINT LEGEND SYMBOL OR ARROW TYPE N (S.A.E.) / BIKE LANE ARROW • �' EAf2K 4R- YtCTtiFU ST. r @ , Cucamonga County Water District 909 987-2591 THRU LANE 9 ( ) Y ^TE A5TA ST A ST J Y w � „$ '� Q)-- INSTALL THERMO-PLASTIC LEGEND, SYMBOL OR ARROW TYPE N (S.A.E.) / BIKE LANE ARROW YONMetropolitan Water District 909 217-6679 _ __ _ _ y 10� P ( ) y a: Y BAY UNE KAD -< °"��"`"" m QD -PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "D" MARKERS � Charter Communications (909) 343-5165 aptuvD � �; � Y .� � .: PER CITY STANDARD NO. 133. m INSTALL THERMO-PLASTIC 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE 'D" MARKERS . ! N+ E PER CITY STANDARD NO. 133. 4. For inspection of this project, the Contractor shall Contact the Public Works Section ^° R�ARUW°�° z RNING LANE LIN at 477-2740 Ext. 4077 two working days prior to the required date. Y F°°THl4°L� ���� oPAINT 6" SOLID WHITE BIKE LANE UNE PER CALTRANS DETAIL 39. Z `b 'nM ��T 10� -- INSTALL THERMO-PLASTIC 8 SOLID WHITE BIKE LANE UNE PER CALTRANS; DETAIL 39. < s. - = ���He LfyTcR oa - Ae�xwr�rrt AFRG4„R''t1TE - --- TURN LANE m 5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any _ ��SiT e�� __ '� t PAINT 8" SKIP WHITE BIKE LANE UNE PER CALTRANS DETAIL 39A construction or encroachment within any City of Rancho Cucamonga right-of-way. ; < < 8u STREET A T t 7 i R R YWTTRpM �. " - - - - � -- INSTALL THERMO-PLASTIC 6 SKIP WHITE BIKE LANE UNE PER CALTRANS DETAIL 39A z; u REST - TOP OF CURB FACE �' > " " S. The contractor shall notify the City of Rancho Cucamonga Police Department, ' BtA$TAEET @>-PAINT TWO-WAY LEFT TURN LANE WITH TYPE D MARKER (NOT USE) The City PER CITY STANDARD NO. 133. (CALTRANS DETAIL 32) of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior ,:Rff {,.S BEET W', N,Tg, ®-- INSTALL THERMO-PLASTIC TWO-WAY LEFT TURN LANE WITH TYPE "D" MARKER to construction indicating any detour and/or road closures. nQ` QS PA PAS cr LOOP DETECTOR PLACEMENT PER CITY STANDARD N0. 133. (CALTRANS DETAIL 32) 7. Contractor shall have a "Class A" Contractor Licence. �H --PAINT OR REPAINT 12" SOLID WHITE STRIPE PER CITY STD DWG N0. 133 8. The contractor shall install "construction notification sign seven days prior to construction Harty scN REF TO ADVANI FRO C%.3T CE PAINT 6" SOLID WHITE STRIPE AND INSTALL WHITE RPM TYPE 'G" J�--INSTALL CONSTRUCTION NOTIFICATION SIGN. SEE SPECS APPENDIX, on both ends of the project as directed by the city. (see specification appendix for detail) ACTUAL LOCATION SHALL. BE APPROVE BY THECITY INSPECTOR EXISTING SURVEY MONUMENTATION @--PAINT 8" SOLID WHITE UNE All existing survey monuments that will be disturbed by this project shall be referenced and �Cj-- INSTALL THERMo-PLASTIC 8" SOLID WHITE LINE reset by the City's Surveyor in accordance with Section 8771 of the California UL -INSTALL R-81 AND R-816 SIGN, BY OTHERS Surveyors Act Found monuments are shown on the plans and described as follows: Q-INSTALL R-18.1 SIGN BY OTHERS g ©--PAINT 4" WHITE EDGE UNE (FOUND) 22' 2r nON 18" 18" VARIABLE COLD PLANE 2 a-- Is .P. AT THE C.L INTERSECTION OF SAPPHIRE ST AND LEMON AVE o g, o �, FROM O' 3 0.1:e DEEP � � PR SED FINISHED SURFACE8 Q- 1 I.P. AT THE C.L INTERSECTION OF SAPPHIRE ST AND CELESTITE AVE { 1 A Q 0 o Q EXIST A.C. SURFACE 3� �c� p�` �, a STRIPING GENERAL NOTES 'y b 16 �.� z1 .� D D O' j.0O t Syr_ 1i_` O• EXIST A.C. SURFACE �� 1. All details and dimensions for traffic striping and markings and the installation thereof shall conform to C9ltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City — °°° Q° Standard plan no. 133, unless otherwise approved or directed by the City Engineer. 0000,0 0000 13^0 2. Procedures for painting of striping and pavement markings and installation of pavements markers shall COLD PLANE SURFACE conform to the Standard Specifications for Public Works Construction and the following provisions. ROUTE AND CRACK SEAL VISIBLE CRACKS U caLD PLANE SURFACE SEE PLANS 1/4" OR LARGER PRIOR TO OVERLAY (TYP.) A. All pavement markings shall conform to the city maintenance stencils, (SAE) unless otherwise noted. FOR LOCATION 4 AFTER COLD PLANE. REMOVE RESIDUAL AC LEFT BY COLD PLAN REL W RESIDUAL AC LEFT BY COLD PLAN OPERATION TO PROVIDE FULL DEPTH BUTT OPMTION Tri PROWDE FULL DEPTH BUTT JOIN FOR OVERLAY. XIN FOR OVERUY. 13. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. SAPPHIRE ST - TYPICAL CROSS SECTION OVERLAY JOIN DETAIL "C" C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation NTS OVERLAY JOIN DETAIL "NITS El" of striping and markings. 10+30± TO 30+00 ± NTS FwsHM S1MACE D. All •control points and spotting removed during sandblasting shall be replaced prior to installation of VARLMLE AN { FLAW striping and markings. 22' 22' FROM d TO 0.1r DEW A o E. All control is and spotting shall be inspected and approved b the Ci Traffic Engineer prior to 1 a" ro 24" f2o.5o' 8" TO 24" P� Po 9 P� PPr Y City 9 P { � installation of new or replacement striping and markings. F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, Q No Gd9 o y 15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the �, 1 O''�' Qom'' an first, unless otherwise noted. O• , O• o DESCRIPTION OF REVISION DATE APPROVED: 4' 1 . All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), °11 a„�►Y Ex PAVE -� CITY OF RANCHO CUCAMONGA g moplas P 9 Pa 9 -, ° a1r ' �1RFACE unless otherwise noted. 1.501E TO Lms . 4 1D Q.OX H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping TITLE SHEET and markings to the satisfaction of the City Engineer. - - - - - - - - OVERLAY JOIN DETAIL "B" - - -- - _ SAPPHIRE STREET • i 1+ - NT I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control . SURFACE °°°` PAVEMENT REHABILITATION measures, in accordance with the city and state standards. 4 FOR LOCATION1/4' OR LARGER PRIOR TO OVERLAY (TVP.) 0.58' AC ROUTE AND CRACK SEAL VISIBLE CRACKS 0.12'ARHM OVERLAY (1 9TH ST TO BANYAN ST J. Temporary or construction striping and markings shall be in accordance with the city and state standards AFTER COLD PLANE. and as directed by the City Engineer. � . APPROVED BY: � � � � DATE: - Q�orEss�a� CITY ENGINEER //7 RCE: 4953 3. Street Name Signs shall be installed per City Standard Plan No. 401-A. SAPPHIRE ST - TYPICAL CROSS SECTION ���� ti;�s �+ PLAN REPARED BY: � 4. Traffic Signs shall be installed per City Standard Plan No. 401-B. NTS 3 No. 249s,3 RD-1 CITY OF RANCHO CUCAMONGA sT ±30+00 TO +50+00 DRAWS+ 10500 CIVIC CENTER DRIVE SECTION "A' ay Exp. 12-31-05 * RD-1 RANCHO CUCAMONGA,CA 91730 1 or `�' PAVING REPLACEMENT DETAIL NTS � 010,or �` a� R.04 NO °�° No WE F>LE W 2028 SCALE: 40's rl O Oct IS aZ L1 = S rJd Z ma M 2: = f _j 1: Lj > W is > >> > ma 14 m c::) co U p, LL "1 6 6 '::�" L- a-CL 5 6 1A 6 5 6 6 6 5 vmo--- amw6&mr --ffazdir- mwA'14� wuv 4� "Lb IaW" &Z'* 4=M r 0 Affi — — — — -- — — — — — — — — — — — — — — — — — — — vl r — + 1 4 + v- 17 C4 4— + '12+00 4+9a 00 o1ol 9+00 AIL < 4, 4 /7 7� A A /7/ , 20t5O, "Ik21�lw MR i Z 12,M L =7 - 7- - - - - F- -F — - - - - - - - - - - - - - - - - - X 5 5 4 5 Le 5 L@ 9 5 5 CQ C4 >LLI: x =4 > L'L CL CL > x �jq>>pQ x ;IQ CQ > > > > E:3 CL:XDQ a C"X: CL CL a-CL 'I a� LL a_ _[3 a-(L 0. LL LL CL C3 r CQ a >< OKI > > WLi 0 _j W W _j. x Li z PPHIRE ST _j LLJ _j cc o I o a_ LL m z x X C3 m T > mr m: LL vi _4 > 4 5W-- 313 6 4 0 0 1A 6 6 6 4�1 0 — — — — — — — — — — — — — — — — — — — — — — — — — — IL E7 0 0 + Xw v 27+00 29+06 �Ixl\� 4f + 4fA 4 441 t ti T cun) o oVI --off-amr��__ZA�zw_ am,a A--.W a W. X 101' gamtamm� -zm-rAjff- -mom-'mm--A� 1A 5 5 5 5 ci 0 s3 da w www f did 0 a.3tI13 3 II I SAPPHIRE ST CONSMCNOV NOTES o 0.12' THICK COLD PLANE AND 0.12' ARHM OVERLAY (NOTE: AFTER COLD PLANE, ROUTE AND SEAL VISIBLE CRACKS 1/4* OR LARGER PRIOR TO OVERLAY) 6" VAR. COLD PLANE (0.12'-0s) & 0.12' ARHM OVERLAY (NOTE: AFTER COLD PLANE, ROUTE AND SEAL VISIBLE CRACKS 1/4" OR LARGER CITY PRIOR TO OVERLAY) DESCRIPTION OF REVISION DATE APPROVM. 0.12' ASPHALT RUBBER HOT MIX (A.R.H.M.) OVERLAY CITY OF RANCHO CUCAMONGA 25' TRANSITION— VAR. COLD PLANE (0'-0.12') AND 0.12' ARHM OVERLAY PER DETAL (SEE OVERLAY JOIN DETAIL wC* ON SHT 1), EXERCISE CAUTION DURING PAVING PAVEMENT PLAN AND GRINDING AT THE BRIDGE AREA LEGEND- 50" TRANSITION— VAR. COLD PLANE (0'-0.12s) AND 0.12' ARHM OVERLAY PER DUAL SAPPHIRE STREET (SEE OVERLAY JOIN DETAIL "B" ON SHT 1) 6'—VAR. COLD PLANE (0.12s'—O"�) AND 0.12' ARHM OVERLAY. SAWCUT AND REMOVE HEAVY ALLIGATORED SURFACE AND REPLACE WITH 0.12' A.R.H.M. SURFACE (NOTE' AFTER COLD PLME, ROUTE AND CRACK SEAL VISIBLE CRACKS PAVEMENT REHABILITATION COURSE OVER 0.58' (7m) A.C. BASE COURSE, SEE REPLACEMENT DETAIL ON SHT 1, SECTION *A* 1/4- OR LARGER PRIOR TO OVERLAY.) (19TH ST TO BANYAN ST) (FIELD LOCATE EXACT LOCATION WITH THE CITY INSPECTOR) .ofEss/ 50-- APPROVENEER' DATECITYENGJAb- Ce� RCE: 24953 Q ADJUST WATER/GAS VALVES TO GRADE 0.12' COLD PLANE AND 0.12' ARHM OVERLAY NO. 24953 ADJUST MANHOLE TO GRADE M 4*9 DEPLAN PREPARED BY: REDOMMEM" REMOVE AND REPLACE HEAVY AWGATORED SURFACE WITH Exp. 12-31-05 RD-1 BUTT JOINT SEE OVERLAY DETAIL -OW ON SHT 1 0.12' ARHM SURFACE COURSE OVER 0.58' A.C. BASE COURSE CITY OF RANCHO CUCAMONGA c vj%' DRAWN 10500 CIVIC CENTER DRIVE U8 -- SAWCUT TO 0.12' TO JOIN (SEE PAVT REPLACEMENT DETAIL ON SK 1) CAX&I RD-1 RANCHO CUCAMONGA,CA 91730 2 oor_A_ PROTECT IN PLACE CHECKED CH R.C.L NO-[Dp'&Y'M "0' an —RIM 2028 SCALE: 1 » = 40' Now W N Q 41 J N m JC m Is Li mT a ca W C� 3 O 4 g 1 � 6 6 6 6 o f i m _ - - - - - - - - - - X - - Y Y" \. \ _ Y _ - - - - .... -. _ -. .. ...._ -, m „mom - .. ,. . _ -..�_.-- —�..a. _.- .-..T ,.. +,..*+ .. r.,.,...... —,..,.... :.. --nT:. .:. ,_ m� x. ..w_..:. ,: .-, .'�ra4-i�....fT+.�.2;2.�"v%., -�': .:.-. ..mz �$ r�:..,-`��-=-�i':.5�1',t-0Cw�vmr'.v.�:aa. v-ey.'.�u"� k."t'.rii sxt�.,.em,,,pwx-aFm"?�'s�u.`m,s a.wte� ,...._— _�,_.:.-.— ar;.�T-s'r�s�cT ..-.. ':. -Y .^1---m-ma ` -T .e�'fv"'. ._ 'd'�',vr '. xr - -+--��R'.n,� xse�u,v�a ux.:uaa S�� Z 5 5 5 I 5 5 6 5 5 O I aaa as a as f s �N a aZ- z azx f a > s mcn a x > a 1 > iI > aaaas F f xw a z ax > x >s a� w>> s 3 aE 3 a 3 3 as 3 a 3 3 a I1 3 I 3 3 3 3 3 3 3 33 3 �3 j Q = 3 SAPPHIRE STII ci 3 > T _I W O I II x x N1 x IN 1 12 O m j► II 6 Y i .5 51+00 51 i — i— tom . _�sST.i3'9. _,,.,.,L°CYv""'"",,,"="—""—;.�_ 'w'EiuT "u�&r^w'•=.,a.°"'„".5 i`c"v" Ziiw"� -. _affiBWI—:w2Zo 4Ee"'..w-:� =w =Lw—'3s'9�3'°m"'_.r�r.=:Fwn..�u..,:,�..s- .m�ii—zaw-_-..� 43mYi-,�. Z 6 1 r, O 5 5 I Uaxaa 7a aai > s a s a > s na x ax r 1 >> I > x as IL aaa a c a 3 3 a 3a 0 3 t a Dao 3 33 3 C3 a a 3S 2 s f x1 � 0 LJ SAPPHIRE ST � W r W f CONSMUCnO V NOM 1�-- 0.12' THICK COLD PLANE AND 0.12' ARHM OVERLAY (NOTE: AFTER COLD PLANE, ROUTE AND SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) �— 6' VAR. COLD PLANE (0.12'-0') & 0.12' ARHM OVERLAY (NOTE: AFTER COLD PLANE, ROUTE AND SEAL VISIBLE CRACKS 1/4* OR LARGER PRIOR TO OVERLAY) DESCRIPTION OF REVISION DATE APP CITY �-- 0.12' ASPHALT RUBBER HOT MIX (A.R.H.M.) OVERLAY 25' TRANSITION— VAR. COLD PLANE 0'-0.12' AND 0.12' ARHM OVERLAY PER DETAIL CITY OF RANCHO CU CAM ON GA IN AIL "C” ON SHT 1 EXERCISE CAUTION DURING PAVING (SEE OVERLAY JO DET ), PAVEMENT PLAN AND GRINDING AT THE BRIDGE AREA LEGEND: 50' TRANSMON — VAR. COLD PLANE (0'-0.12') AND 0.12' ARHM OVERLAY PER DETAIL SAPPHIRE STREET (SEE OVERLAY JOIN DETAIL B" ON SHT 1) 6 —VAR. COLD PLANE (0.12'-0') AND 0.12 ARHM OVERLAY. (NOTE ,ICOLD: TER PLANE, ROUTE AND CRACK SIAL VISIBLE CRACKS PAVEMENT REHABILITATION 4a--- SAWCUT AND REMOVE HEAVY ALIJGATORED SURFACE AND REPLACE WITH 0.12 A.R.H.M. SURFACE j/a OR LARGER PRIOR TO WERUY.) 19TH ST TO BANYAN ST COURSE OVER 0.58 Q�uFEssioti�` (7') A.C. BASE COURSE, SEE REPLACEMENT DETAIL ON SHT 1, SECTION A' (FIELD LOCATE EXACT LOCATION WITH THE CITY INSPECTOR) APPROVED BY: DATE: / v a— ADJUST WATER/GAS VALVES TO GRADE 0.12' COLD PLANE AND 0.12' ARHM OVERLAY ,� ,3v yF�`ya CITY ENGINEER L ���� �/' � i RCE: 24053 h 60--- ADJUST MANHOLE TO GRADE No. 24$53 nxi DESIGN PLAN PREPARED BY: FECOMMEMXD REMOVE AND REPLACE HEAVY ALUGATORED SURFACE WITH Exp. 12-31-05 RD-14�r_> U7 -- BUTT JOINT SEE OVERLAY DETAIL "D" ON SHT 1 r 0.12 ARHM SURFACE COURSE OVER 0.58 A.C. BASE COURSE 49 �� CITY OF RANCHO CUCAMONGA (SEE PAVT REPLACEMENT DETAIL ON SHT 1) �\�rv�`��'� �� 10500 CIVIC CENTER DRIVE SlifET V— SAWCUT TO 0.12' TO JOIN _ cm. RD-1 RANCHO CUCAMONGA,CA 91730 2 OF A 9�— PROTECT IN PLACE D FOUND MONUMENT TO BE RESET BY CITY SURVEYOR (SEE SHT 1) CHECKED R,O,f, W WAWM NO. CH WE FU No 2028