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Home My WebLink About2397CITY OF RANCHO CUCAMONGA FOOTHILL BO LE UVARD STREET PAVEMENT REHABILITATION FROM VINEYARD AVENUE TO HAVEN AVENUE GENERAL NOTES 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public Works Ctonstruction, (Green Book), 2015 Edition. 2. Public arnd Private utilities and substructures shown hereon are from available records. Th(e Contractor shall be responsible for protecting all utilities and substructures of as w operations. he construction limits of this project and shall be responsible for any damage as a result 3. The Controctor shall notify Underground Service Alert 1 -800- 422 -4133 and the following (utilities two working days prior to construction or regarding any problems. Southerl'n California Edison Co. (909) 357 --6581 Southern California Gas Co. (909) 335 -7755 Verizon Communication (760) 245 -0330 Cucamonga Valley Water District (909) 483 -7313 Charter Communication (909) 392 -5137 Metropolitan Water District (213) 217 -7807 4. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior to construction indicating any detour and /or rod closures. 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) 477 -2740, Monday — Thursdoy, and at least two working days prior to the construction start date. 6. A permiit shall be obtained from the City of Rancho Cucamonga prior to any construction or encroachment within any City of Rancho Cucamonga easement or rights --of —way. 7. During ithe construction operations at least one 12' lane in each direction shall be provided for each direction of travel on all streets at all times. The traffic lanes shall be maintained on pavement and shall rmain unobstructed. 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall take sole responslibility for the repair/ replacement, at no cost to the City, for any damage to said underground utilities, pipes and structures. 9. ContracAor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work. All discrepancies shall be reported for direction immediately to the City. 10. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall possess any and all contractor licenses, in form and class as required by any and all applicable laws with respect to any and all of the work to be !performed under this contract; Including but not limited to a Class "A" License (General Engineering Contractor) or a Spec €ialty Class "C -12" license (Earthwork and Paving Contractor) sufficient to cover all the work to be performed by the Pnime Contractor in accordance with the provisions of the Contractor's License Law ( alifornia Business and Professions Code, Section 7000 et. seq.) and rules and regulations adopted pursuant ther -eto. EXISTINiG SURVEY MONUMENTATION All exiisting survey monuments that will be disturbed by this project shall be; referenced and reset by the City Construction Surveyor in accordance with Section 8771 Cif the California Surveyors Act. Found monuments are shown on the plans and described as follows: (SEE FLAN) STRIPING GENERAL NOTES 1. All details and dimensions for traffic striping and markings and the installation thereof shall conform to Caltrons, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Filans and City Standard plan no. 133, unless otherwise approved or directed by the City Engineer. 2. Procedures for painting of striping and pavement markings and installation of pavements markers shall conform to the Standard Specifications for Public Works Construction and the following provisions. A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. B. All conflicting traffic striping and pavement markings shall be removed by WET SANQiBLASTING. C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation of striping and markings. D. All control- points ,and spotting removed during sandblasting shall be replaced prior to installation of iotriping and markings. E. All control points and spotting shall be inspected and approved by the City Traffic E- ngineer prior to 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, 115 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the ffirst, unless otherwise noted. g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), !«unless otherwise noted. h. LUnder no conditions shall a roadway be left over night, weekends or holidays without appropriate striping find markings to the satisfaction of the City Engineer. 1. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control measures, in accordance with the city and state standards. J. Temporary or construction striping and markings shall be in accordance with the city and state standards and as directed by the City Engineer. 3. Street Name Signs shall be installed per City Standard Plan No. 401 —A. 4. Trarffic Signs shall be installed per City Standard Plan No. 401 —B. NOTE: LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. RANCHO CUCAMONGA TO SCALE WLY ,)S -5r1' TPANCITION 42' -60' GRIND AND PATCH - (SEE DETAIL BELOW) 85' -120' 42' -60' TOP OF EX. A.C. SURFACE 5:1 SHEET INDEX: SHEET 1 TITLE SHEET SHEET 2 -5 PAVEMENT REHAB PLAN SHEET 6 -9 SWIPING PLAN SHEET 10 -15 T.S.I. DETECTION PLAN ROUTE AND CRACK SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY (TYP.) FOOTHILL BLVD TYPICAL CROSS SECTION i O +S6± TO E2 +5S± NTS EXIST A.C. SURF OPERATION TO PROVIDE FULL DEPTH BUT] JOIN FOR OVERLAY.- OVERLAY JOII DETAIL NTS PROPOSED FINISHED SURFACE S'LY GRIND AND PATCH DETAIL * *NOTE: GRIND HEAVY ALLIGATORED SURFACE TGj 0.12'. APPLY TACK COAT AND OVERLAY WITH 0.12' A.C. (C2 -PG 64-10) AND COMPACT (NOTE: MAINTAIN EXISTING GRADE); LEGEND: 0.12' COLD PLANE & .012' ARHM OVERLAY. 0.12' COLD PLANE AND 0.12' SKIN PATCH 0.12' ARHM OVERLAY CONSTRUCTION NOTES: VARIABLE COLD PLANE FROM 0' TO 0.12'. ('2__--0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACK 1/4" OR LAIRGER PRIOR TO OVERLAY) �2-- -GRIND HEAVY ALLIGATORED SURFACE TO 0.12' AND 0.12' A.C. OVERLAY. (NOTE: APPROX. LOCATION ONLY. EXACT LOCATION SHALL BE DETERMINED AND MARK BY THE CITY INSPECTOR. (3 — REPLACE STRIPING, PAVEMENT MARKERS AND WARKINGS SEE STRIPING PLAN ON SHEET 6 THRU 9. 25' (0.12' TO 0' DEEP) VARIABLE COLD PLANIE AND ARHM OVERLAY PER JOINT AND TRANSITION DETAIL FIEREON. ADJUST MANHOLE COVER TO GRADE. ADJUST WATER VALVE COVER TO GRADE. 6A ADJUST WATER PULL BOX COVER TO GRADE. 7�-- ADJUST GAS VALVE COVER TO GRADE. 8 INSTALL CONSTRUCTION NOTIFICATION SIGN (SEE SPECIFICATION APPENDIX FOR DETAIL) FIELD LOCATE APPROPRIATE LOCATION SHALL BE APPROVED BY CITY INSPECTOR. RESET EXIST. MONUMENTS BY OTHERS. 10 PROTECT IN PLACE. SIGNING & STRIPING NOTES 1�-- INSTALL THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.) PAINT 4" SKIP WHITE LANE LINE AND INSTALL CERAMIC BOTT DOTS WITH TYPE "G" MARKERS PER CITY OF RANCHO CUCAWONGA STANDARD PLAN 133. 3a— PAINT 12" SOLID WHITE STRIPE, THERMOPLASTIC. PER PLAN PAINT 4" SOUD WHITE STRIPE WITH TYPE "G" MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 133. INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. INSTALL R81 WITH R81A OR R81 B (SEE PLAN) SIGN AND POST PER CITY STD. DWG. 401B. L./ — INSTALL NEW LOOPS DETECTOR. (see detail on SHEET 7 & 9) PAINT 6" SOLID WHITE BIKE LANE LINE PER CALTRAN DETAIL 39. �9�- -- PAINT 6" SKIP WHITE BIKE LANE LINE PER CALTIRANS DETAIL 39A. 10 PAINT 4" SOUD YELLOW EDGE UNE WITH TYPE "'H" MARKERS PER CITY STANDARD NO. 133. 11 PAINT 8" WHITE SOLID STRIPE WITH TYPE "G" MARKERS PER CITY STANDARD NO. 133. 1�— RE —PAINT UMIT UNE & LEGEND (TYP) FILE: 800-2015-28 FESS/oti� n -'No. 53672 Z Exp. 06 -30 -15 ,Ic C, it OF CAV�F PROJECT SHEET NO. 1 OF 1 m vc 0 vc Wk. �i O W 91 W LtiOy 1' 1 v VINEYARD AVE SOUCIEVARV -0 F007HEE.L u x z �Q i !J vFR) N "Z I Z U FCyOTNILL BOULEVARD CONSTRUCTION NOTES: 0— VARIABLE COLD PLANE FROM 0' TO 0.12'. FOOTHILL. 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACK 1 f 4" OR LARGER PRIOR TO OVERLAY) GRIND HEAVY ALLIGATORED SURFACE TO 0.12' AND 0.12' A.C. OVERLAY. (NOTE: APPROX. LOCATION ONLY. EXACT LOCATION SHALL BE DETERMINED AND MARK BY THE CITY INSPECTOR. REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN ON SHEET 6 THRU 9. ._ 25' (0.1 Z' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM OVERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 1 --- ADJUST MIANHOLE COVER TO GRADE. ADJUST WIATER VALVE COVER TO GRADE. 6A ADJUST VATER PULLBOX COVER TO GRADE. 7�--- ADJUST GAS VALVE COVER TO GRADE, INSTALL CONSTRUCTION NOTIFICATION SIGN (SEE SPECIFICATION APPENDIX 'OR DETAIL) FIELD LOCATE APPROPRIATE LOCATION SHALL BE APPROVED BY CITY INSPECTOR. RESET EXIST. MONUMENTS BY OTHERS. 10 PROTECT IN PLACE. Q FESS,oa �4r 4 GF c� n No. 53672 70 z a Exp. 06 -30 -15 Z CIV IV �r OF CALF PROJECT SHEET NO. 2 OF If i i E r- gap v t ter«%.' &Fv&#Lw=vACL"Q FOOTS -/ILL A30ULEVARC 0 N �I r CONSTRUCTION NOTES: Q,.oFESS,oro 4 � 1�-- VAIRAABLE COLD PLANE FROM 0' TO 0.12. No. 53672 rn – 0. 2' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE oc ANID CRACK SEAL VISIBLE CRACK 1/4- OR LARGER PRIOR Exp. Ctv i I% -15 TO,; OVERLAY) �' !�- 2A GIND HEAVY ALLIGATORED SURFACE TO 0.12' 4 ca��F AMD 0.12' A.C. OVERLAY. (MOTE: APPROX. LOCATION ONLY. EXACT LOCATION SHALL BE Dr:-fERMINED AND MARK BY THE CITY INSPECTOR. -- REEPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS DESCRIPTION OF REVISION DATE trnr SEE STRIPING PLAN ON SHEET 6 THRU 9. 25" (0.12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM OVRLAY PER JOINT AND TRANSITION DETAIL ON SHEET 1 r5 — ADJIUST MANHOLE COVER TO GRADE. 6— ADJIUST WATER VALVE COVER TO GRADE. 6A ADJIUST WATER PULLBOX COVER TO GRADE. ADJIUST GAS VALVE COVER TO GRADE. INS11'ALL CONSTRUCTION NOTIFICATION SIGN (SEIF- SPECIFICATION APPENDIX FOR DETAIL) FIELID LOCATE APPROPRIATE LOCATION SHALL BE APPIROVED BY CITY INSPECTOR. RESIFT EXIST. MONUMENTS BY OTHERS. @— PROTECT IN PLACE. CITY OF RANCHO CUCAMONGA PLAN PREPARED BY: MVA CITY OF RANCHO CUCAMONGA UAl DMWN 10500 CIVIC CENTER DRIVE HAW RANCHO CUCAMONGA, CA 911730 MVA 3 of 9 CHE = oRWM No. Rd2 2397 PROJECT SHEET NO.3 OF 15 AIi{+I7IRSALY AVC FO4pTH1 LL BovLEVAIRO 61 z Q W O 1 Z U FO►OTNILL BovLEVaRv CONSTRUCTION NOTES: FOOTHILL 1�-- -- VARIABLE COLD PLANE FROM 0' TO 0.12'. 0.12' ARHM - OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACK 1/4- OR LARGER PRIOR TO OVERLAY) - GRIND HEAVY ALLIGATORED SURFACE TO 0.12' AND 0.12' A.G. OVERLAY. (NOTE: APPROX. LOCATION ONLY. EXACT LOCATION SHALL BE DETERMINED AND MARK BY THE CITY INSPECTOR. �3 REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN ON SHEET 6 THRU 9. ricrfnnv40s4 H rcovarc .— 50' (0.12' `TO 0' DEEP) VARIABLE COLD PLANE AND ARHM OVERLAY PAR JOINT AND TRANSITION DETAIL ON SHEET 1 ADJUST MANHOLE COVER TO GRADE. �6�- -- ADJUST WATER VALVE COVER TO GRADE. 6A ADJUST WATER PULLBOX COVER TO GRADE. 7�— ADJUST GAS; VALVE COVER TO GRADE. BovLEVaRO g— INSTALL CONSTRUCTION NOTIFICATION SIGN (SEE SPECIFICATION APPENDIX FOIE DETAIL) FIELD LOCATE APPROPRIATE LOCAT'ION SHALL BE APPROVED BY CITY INSPECTOR. RESET EXIST. MONUMENTS BY OTi+ERS. 10 PROTECT IN PLACE. 0 �r u cn I? FESS /p + SlF cn n No. 53672 7° zm Exp. 06 -30 -15 civil- CALX* rmvjClr ! JnCC i IV V. 't yr 1 a W x q °o I z Y U CENTER AVENUE F00T"ILL BOULEVARD w °o �i h C r� FOOTHILL BOlJLEVARC ° " HAVEN AVENUE CONSTRUCTION NOTES: (D-- VARIABLE COLD PLANE FROM 0' TO 0.12'. —.— 0..12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AIND CRACK SEAL VISIBLE CRACK 1/4- OR LARGER PRIOR TO OVERLAY) �-- ORIND HEAVY ALLIGATORED SURFACE TO 0.12' AND 0.12' A.C. OVERLAY. ([NOTE: APPROX. LOCATION ONLY. EXACT LOCATION SHALL BE D)ETERMINED AND MARK BY THE CITY INSPECTOR. REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SC'E STRIPING PLAN ON SHEET 6 THRU 9. _ 50' (0.12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM OERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 1 ��--- AD)JUST MANHOLE COVER TO GRADE. �-- AD)JUST WATER VALVE COVER TO GRADE. 6A AC)JUST WATER PULLBOX COVER TO GRADE. 7�--- AD)JUST GAS VALVE COVER TO GRADE. INSTALL CONSTRUCTION NOTIFICATION SIGN (SSE SPECIFICATION APPENDIX FOR DETAIL) Fir—LD LOCATE APPROPRIATE LOCATION SHALL BE APPROVED BY CITY INSPECTOR. 9-- REcsEr EXIST. MONUMENTS BY OTHERS. 10 PrR4TECT IN PLACE. 9I® 6 C•1 0 A �1 U2 FESSroa ak'�� a`� P • s��G �y No. 53672 7Q d Exp. 06 -30 -15 CIV 1 OF C x" oQn rG('`T cu9=1=T Kin R. nG 1