The URL can be used to link to this page

Home My WebLink About2293GENERAL NOTES CITY OF RANCHO CUCAMONGA ARROW ROUTE PAVEMENT REHABILITATION FROM ROCHESTER AVENUE TO JUNEBERRY DRIVE CONSTRUCTION NOTES: 1, All work shall conform to the City of Rancho Cucamonga Standard Drqwings and the Standard Specifications for Public Works Construction, (Green Book), 2003 Edition and including the 2004 and 2005 supplement. 2. Public and Private utilities and substructures shown hereon are from available records. The Contractor shall be responsible for protecting all utilities and substructures as shown within the construction limits of this project and shall be responsible for any damage as a result of the construction operations. 3, The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two working days prior to construction or regarding any problems. Southern California Edison Co. (909) 357-6221 Southern California Gas Co. (909) 335-3919 Verizon Communication (760) 245-0330 Cucamonga Valley Water District (909) 483-7313 Charter Communication (951) 343-5171 Metropolitan Water District (213) 217-7807 Note: Notify Steve Bradley of WSOG ® (909)392-6137, at least two working days prior to starting any work in the Vicinity of MWD facilities. 4. The contractor shall notify the City of Rancho Cucamonga Police Department, The Clty of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior to construction indicating any detour and/or road closures. 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) 477-2740, Monday - Thursday, and at least two working days prior to the construction start date. 6. A permit 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 the 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 remain unobstructed. 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall take sole responsibility for the repair/replacement, at no cost to the City, for any damage to said underground utilities, pipes and structures. g. Contractor 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 Specialty Class "C-12" license (Earthwork and Paving Contractor) sufficient to cover all the work to be performed by the Prime Contractor in accordance with the provisions of the Contractor's License Law (California Business and Professions Code, Section 7000 et. seq.) and rules and regulations adopted pursuant thereto. EXISTING SURVEY MONUMENTATION All existing survey monuments that will be disturbed by this project shall be referenced and reset by the City Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. Found monuments are shown on the plans and described as follows: (FOUND) 1� F.D. 1" I.P. LOCATED AT ARROW ROUTE & ROCHESTER AVE INTERSECTION 20- F.D. 2" BRASS DISK LOCATED AT STATION 25+00 (ARROW ROUTE) F.D. SPIKE & WASHER LOCATED AT STATION 51+50 (ARROW ROUTE) STRIPING GENERAL NOTES 1. All details and dimensions for traffic striping and markings and the installation thereof shall conform to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans 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 SANDBLASTING. 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 striping and markings. E. All control points and spotting shall be inspected and approved by the City Traffic Engineer 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, 15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the first, 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. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping and markings to the satisfaction of the City Engineer. I. 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. Traffic Signs shall be installed per City Standard Plan No. 401-B. NOTE: LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. FOR RANCHO CUCAMONGA HILLSI E D HL U 0 ❑ ❑ TLSO AVE w MObw=1 BA�N S aaEMO =0E �] Q HIGH D aOLE30 VICTORI ` Q � � m W W Z UPLAND B LINE D Y PARK W HUR ST ER RA IS W } maoa❑ FO ILL BLVD Q10 C 7 ..... 4wO w Z o� Wni 0 0 1,111111111111111111111 111,11....... L -]""I 6TH ST I L_J V, o 17F -11 -1ST 1 Ena ARROW ONTARIO NOT M SCALE DVD DI AAI J SUMMIT A JF I PROJECT SITE FONTANA nrn nl AM MUU 1 G AIVU U RJJW.N JF -ML. vIJ10LL vr%nvr%.a 1/-r vl% LARGER PRIOR TO OVERLAY (TYP.) AFTER COLD PLANE. CRACK SEAL ELEVATION SHALL BE 1/8- BELOW EXISTING FINISHED SURFACE. ROUTE - TYPICAL CROSS SECTION NTS 10-- VARIABLE COLD PLANE FROM 0' TO 0.12'. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACKS 1/4- OR LARGER PRIOR TO OVERLAY) 2�- 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACK 1/4- OR LARGER PRIOR TO OVERLAY) 3�- REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN ON SHEET 4 & 5. 4o-- ADJUST TO GRADE (MH, WATER VALVES, GAS VALVES, METERS AND OTHER APPURTENANCE.) 5a-- FULL DEPTH COLD PLANE 0.17' O-- CONSTRUCT 0.17' ASPHALT CONCRETE PAVEMENT AS SHOWN ON SECTION "A" (APPROXIMATE LOCATION, FIELD LOCATE). O— JOIN EXISTING ( SEE JOINT DETAIL HEREON) ADJUST MH, VAULT TO GRADE BY OTHERS. (UTILITY CO) BO-- PROTECT IN PLACE. STRIPING NOTES: 10-- LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.), THERMOPLASTIC. O— PAINT 4" WHITE LANE LINE AND INSTALL CERAMIC BOTT DOTS WITH TYPE "D" MARKERS, PER CITY STANDARD PLAN 133. 3Q-- INSTALL 12" SOLID WHITE STRIPE, THERMOPLASTIC. 4�- PAINT 4" SOLID YELLOW STRIPE. 5Q— INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. PER CITY STANDARD NO. 133. Q6 -- RE—INSTALL EXISTING STOP BAR, CROSSWALK & LEGEND. Q7 -- PAINT 4" SOLID WHITE STRIPE. ®-- INSTALL 12" SOLID YELLOW STRIPE, THERMOPLASTIC. 9O— INSTALL NEW LOOPS DETECTOR. (see detail on sheet 5) 10 PAINT 8" SOLID WHITE STRIPE. 11 PAINT CHEVRON 8" SOLID WHITE 20' O.C. 12 PAINT MEDIAN STRIPE (DETAIL 29) WITH TYPE "D" MARKERS PER CALTRANS STD. DWG. A20B. �k IF R2 (50) SIGN AND POST EXISTING REPAINT 50 MPH LEGEND LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. 6 25' PROPOSED FINISHED ��,-. VARIABLE COLD PLANE PROPOSED FINISHED SURFACE 6' COLD PLANE 2' C&G W z Lu > FROM 0 TO 0.12 DEEP p� SURFACE v N N O 0.12 COLD PLANE N w O� Q O�Q� GO�P�� 2 EXIST A.C. SURFACE U� , G �� O �`l• EXISTING AC <M ~ ti. P O• SURFACE 0.12' ARHM cn% ZE Ci LEGEND: COLD PLANE SURFACE SECTION X -X N.T.S. (AREAS WHERE CURB & GUTTER ONLY) 0.12' COLD PLANE & .012' ARHM OVERLAY. rs« ;ool� opo0 REMOVE RESIDUAL AC LEFT BY —' COLD PLANE OPERATION TO PROVIDE PULL DEPTH BUTT JOINT FOR OVERLAY. COLD PLANE SURFACE PROPOSED FINISHED SURFACE 00 Oo 0 JOINT DETAIL NTS ....11 r!'. IIIIl1T 1 0.12' ARHM OVERLAY 0.17' COLD PLANE 0.17' A.C. PAVEMENT I -T SECTION "A" NTS AVEMENT REPLACEMENT DETAIL QapFES3/ n ZT No. 53672 10 ; U Exp. 06-30-11 Pq CIV I �e or ROCHESTER AVE ARROW ROUTE ARROW RovrE ARROW ROUTE CONSTRUCTION NOTES: 10-- VARIABLE COLD PLANE FROM 0' TO 0.12'. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACKS 1/4- OR LARGER PRIOR TO OVERLAY) 2o-- 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACK 1/4- OR LARGER PRIOR TO OVERLAY) 3a- REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN ON SHEET 4 & 5. 4�-- ADJUST TO GRADE (MH, WATER VALVES, GAS VALVES, METERS AND OTHER APPURTENANCE.) 5�-- FULL DEPTH COLD PLANE 0.17' CONSTRUCT 0.17' ASPHALT CONCRETE PAVEMENT AS SHOWN ON SECTION "A" (APPROXIMATE LOCATION, FIELD LOCATE). o-_ JOIN EXISTING ( SEE JOINT DETAIL ON SHEET 1) �- ADJUST MH, VAULT TO GRADE BY OTHERS. (UTILITY CO.) gO-- PROTECT IN PLACE. LEGEND: ® 0.12' COLD PLANE & .012' ARHM OVERLAY. 0.17' COLD PLANE, SEE DETAIL HEREON. I ►�i�i�i�i�i�i�i�i(SECTION "A" - 0.17' COLD PLANE DETAI r* - * - -* *- - SCALE: i"=40'