Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
14007
See below for Finance Revenue Codes ENCROACHMENT PERMIT cF F ~�ws PUBLIC WORKS CONSTRUCTION OF Tom' For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. FILE COP Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 1/9/2014 LOCATION OF CONSTRUCTION: Adams St. to Port Maria Road PURPOSE OF CONSTRUCTION: Fred Waring Dr. Improvements; Road Widening, Grade, Pave, and Concrete DESCRIPTION OF CONSTRUCTION: Riv. Co. Proj. No. 135-0689; State Proj. No. SLPPCLI3-5956(220) DIMENSION OF INSTALLATION OR REMOVAL: APPROXIMATE TIME WHEN WORK WILL BEGIN: 1/14/2014 TIME OF COMPLETION: 7/15/2014 ESTIMATED CONSTRUCTION COST: $5,996,520.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occuring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional- replacement necessary as the result of this work. K "e, Signature of Applicant or Agent Andrew Botvin - Granite Construction 38000 Monroe St., Indio, CA 92203 760-423-2769 Name of Applicant Business Address Telephone No Granite Construction 38000 Monroe St., Indio, CA 92203 760-423-2769 Name of Contractor and Job Foreman Business Address Telephone No. 89 0002501 Contractor's License Number City Business License No Valley Forge Ins. Co. GL 2074978689 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Public Improvements: 3% of estimated construction costs Minor Improvement Permit - Class I Private Improvements: 3% of estimated construction costs Finance Revenue Code Inspection Fee EE=1 $0.00 Permit Fee EE=1 $0.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, E_B $0.00 if required TOTAL $0.00 PERMIT NUMBER: 14007 DATE ISSUED: 0 4w / 12,0/ Al EXPIRAT NTE: J -7-x'%9 M WIT- - C—) ZS WORK INSPECTED BY':. ' PERMIT COMPLETION DATE': c) If the work is covered by a Subdivision Improvement�Agreerrgnt, Subdivider shall request final acceptance of improvements from the City Council. PERMIT NO. 14007 Riverside County Project No. 115-0689 / Fred Waring Dr. Improvements / Fred Waring Dr from Adams St to Port Maria Rd. In addition to the standard permit conditions, the following shall apply: I . Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. The permittee shall not encroach upon private property without prior written approval of the private land owner whom is being encroached upon. Some of the potholes indicated on the attached exhibit is outside of the City's right-of-way, the permittee shall contact La Quinta Palms and Rancho Ocotillo for permission to perform those potholes on private properties. 4. The permittee is responsible for obtaining a valid separate permit from other City, or County jurisdictions if any of the work or traffic control devices extend into other City, or County right of way. 5. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 6. Granite Construction (Andrew Botkin), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 7. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 8. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 9. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. Special Conditions Page 1 of 6 PERMIT NO. 14007 Riverside County,Project No. 135-0689 / Fred Waring Dr. Improvements / Fred Waring Dr from Adams St to Port Maria Rd. 10. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 11.. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 12. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 13. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 14. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 15. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. Special Conditions Page 2 of 6 PERMIT NO. 14007 Riverside County Project No. B5-0689 / Fred Waring Dr. Improvements / Fred Waring Dr from Adams St to Port Maria Rd. 16. Should additional work, materials, or modifications of the work be required in order to meet.City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer'at no cost to the City of La Quinta. 17. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 18. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Civil Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 19. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 20. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 21. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 22. Pursuant to Section 14.16.3 70 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights-of-way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Special Conditions Page 3 of 6 PERMIT NO. 14007 Riverside County Project No. B5-0689 / Fred Waring Dr. Improvements / Fred Waring Dr from Adams St to Port Maria Rd. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given .length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 23. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 24. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. Special Conditions Page 4 of 6 PERMIT NO. 14007 Riverside County Project No. 115-0689 / Fred Waring Dr. Improvements / Fred Waring Dr from Adams St to Port Maria Rd. . 25. Access and egress to all local properties shall be maintained at all times. 26. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved 1/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with buttjoint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2 -AR -4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater: For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. Special Conditions Page 5 of 6 PERMIT NO. 14007 Riverside County Project No. B5-0689 / Fred Waring Dr. Improvements / Fred Waring Dr from Adams St to Port Maria Rd. 27. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 28. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically.grants permission to use the street to deliver street construction materials and/or equipment. 29. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 30. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 31. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6 Tihf 4 4Cl" PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT . gtzel ITract No: Project Name: �pa war�n� ��: IMOn N14 Vicinity: LA (�,� �onn�nAt� 0,4aS /,=gem Ada IS 5T• poeT M of Construction (i.e.: Rough Offsite Street, etc.) Description of Construction (i.e.: See Plan Set No. 01234) Dimension of Installation or Removal: Approximate Construction Start Date: V M1 Approximate. Construction Completion Date: Estimated Construction Cost: $ IT, 1% 1x,0 Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and. placing permanent resurfacing and or replacing improvements Contact Name: 6kw god]' Phone Number: Name of Applicant/Owner: Cr Applicant Address: 3900 o G+& 017.2 0 Applicant Telephone Number: Applicant E-mail Address: nrcrr�t • b��►v�,,, a1Gr .rn�.. Name of Contractor: Contractor Address: 3g0uo �a�ros 5 Contractor Telephone Number: 7(0 0- yZ 3- Z 7 W 9 Contractor State License Number: ontractor City Business License Number: low oco 2570/ Contractor E-mail Address: )-A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4 Applicant or Contractor General Liability Insurance Company V7 f �Veu; I r.>5. Co Applicant or Contractor General Liability Insurance Policy Number: G l 00-149-7 0.91P13q Office Use Only: Inspection Fee: Permit Fee: 11_5�. As -Built, Deposit: Dust. Control Deposit: Credit $� Amount: TOTAL FEE DUE: Office Use Only: Assigned Permit Number: Approval Date: V Expiration Date: Issue Date: Administrative Authority: rive/t.:necklists - Forms&pp ica ions/Application o" or Fermi 4 ap40) Zd) INDEX OF SHEETS SHEET No. DESCRIPTION 1 MH TITLE SHEET 2 - 4 TYPICAL SECTIONS ' 5 - 7 ROADWAY REMOVAL - 8 - 10 ROADWAY PLANS 11 - 14 ROADWAY PROFILES 15 - 38 CONSTRUCTION DETAILS 39 - 44 DRAINAGE PLAN & PROFILE 45 - 46 DRAINAGE DETAIL 47 NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN CONSTRUCTION AREA SIGNS 48 - 64 STAGE CONSTRUCTION AND TRAFFIC HANDLING 65 - 67 PAVEMENT DELINEATION AND SIGNING 68 - 69 TRAFFIC SIGNAL PLANS 70 - 76 TEMPORARY TRAFFIC SIGNAL PLANS 77 EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT-OF-WAY SHALL TEMPORARY TRAFFIC SIGNAL DETAILS 78 - 83 UTILITY PLANS 84 - 90 SOUND WALL PLANS 91 IT SHALL BE THE RESPONSABILITY'OF THE CONTRACTOR TO CLEAR THE RIGHT SOUND WALL DETAILS 92 OF WAY IN ACCORDANCE WITH THE PROVISIONS OF LAW AS IT AFFECTS -EACH UTILITY SOUND WALL AESTHETICS 93 INCLUDING IRRIGATION LINES AND APPURTENANCES AND AT NO COST TO THE COUNTY. LANDSCAPE COVER SHEET 94 - 99 IRRIGATION PLANS 100 - 105 PLANTING PLANS 106 CONSTRUCTION SHOWN HEREON. LANDSCAPE LEGEND 107 - 109 LANDSCAPE CONSTRUCTION DETAILS 110 - 115 LANDSCAPE PRESERVATION PANS 116 - 123 ELECTRICAL PLANS ABBREVIATIONS FH FIRE HYDRANT IID IMPERIAL IRRIGATION DISTRICT MH MANHOLE MB MAIL BOX PP POWER POLE PGL PROFILE GRADE LINE PB PULL BOX S/W SIDEWALK TC TOP OF CURB WM WATER METER WV WATER VALVE BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM; CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS: NGS PID: N/A CSRC SITE CODE: N/A NGS PID: N/A CSRC SITE CODE: N/A NGS PID: N/A CSRC SITE CODE: N/A NAD 83 (NSRS 2007 AS SHOWN HEREON. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE GRID UNLESS S ECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCES BY A COMBINATION FACTOR OF 0.999979581; CALCULATIONS MADE AT HVP 134 SET RTK USING THE COORDINATES: N2208933.19, E6552147.72, ELEV 72.42, CONVERGENCE ANGLE: -0 01'02' BENCH MARK THE BENCH MARK USED FOR THIS SURVEY IS: BM-JEF24747, DATUM: NAVD 29, ELEVATION 48.477 FOUND 3" ALUM DISCS STAMPED "RIVERSIDE COUNTY BENCHMARK JEF 24747" FLUSH IN TC AT BCR SE'LY QUAD INT JEFFERSON ST AND MILES AVE. PER FB 2228 S#6427 REF LEVELS PG 1-5 DATED 12-18-2008 & PG 1-2 DATED 1-29-2009 DIG ALERT Dont Dig... Until You Cell U.S.A. Toll Free '800-227-2800 �, �o for 1ho I..W— t_E of broad Dorft &� pt / tl - C 0 U N T Y O F R I V E R S I D E TRANSPORTATION' DEPARTME-.NT FRED WARING DRIVE AMPROVEMENTS FROM. ADAMS STREET TO PORT MARIA ROAD COUNTY PROJECT No. 135=0689 STATE PROJECT'No. SLPPCLI3-5956(220) SAN BERNARDINO RIVERSIDE BEAUMONT CORONA BANNING PALM S INGS ORANGE INDIO COUNTY HEMET PROJECT LOCATI INDIAN WELLS SAN DIEGO COUNTY SAN BERNARDINO COUNTY RIVERSIDE COUNTY IMPERIAL COUNTY VICINITY MAP PROJECT LENGTH = 0.83 MILES TOWNSHIP SS RANGE' 7E SECTION 17 8 20 2011 THOMAS GUIDE PO 818, H7 -J7 s . RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT LAWRENCE TAI DATE PAUL RUSSELL DATE SCOTT STALEY DATE PATRICIA ROMO DATE COUNTY TRAFFIC ENGINEER HIGHWAY OPERATIONS PROJECT MANAGER ASSISTANT DIRECTOR TAYFUN SAGLAM DATE RUSSELL WILLIAMS DATE HUGH SMITH STRUCTURES ENVIRONMENTAL CONSTRUCTION INSPECTION DATE KHALID NASIM DATE JUAN C. PEREZ ENGINEERING DIVISION MANAGER TLMA DIRECTOR DATE BLYTHE NOT TO SCALE f NOT TO SCALE GENERAL NOTES 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 2010 EDITION OF THE PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. UNLESS OTHERWISE NOTED. 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND SERVICE ALERT, AT (800) 227-2600. e' 3. SEE CALTRANS STANDARD PLANS ACOA A10B, ES -1A AND ES -1B FOR SYMBOL AND ABBREVIATION LEGEND. (2010 EDItION) 4. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT-OF-WAY SHALL BE PROTECTED OR REPLACED IF DAMAGED, AS DIRECTED BY THE ENGINEER. 5. CONTRACTOR LICENSE CLASS A REQUIRED. 6. IT SHALL BE THE RESPONSABILITY'OF THE CONTRACTOR TO CLEAR THE RIGHT OF WAY IN ACCORDANCE WITH THE PROVISIONS OF LAW AS IT AFFECTS -EACH UTILITY INCLUDING IRRIGATION LINES AND APPURTENANCES AND AT NO COST TO THE COUNTY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING OR RE-ESTABLISHING AND REFERENCING SURVEY MONUMENTS DESTROYED, DISTURBED OR BURIED AS A RESULT OF CONSTRUCTION SHOWN HEREON. B. SEE ELECTRICAL PLANS FOR QUANTITY AND LOCATION OF REQUIRED STREET LIGHTS. 9. WHERE NEW PAVEMENT IS TO JOIN THE EXISTING PAVEMENT, THE EDGE OF THE EXISTING PAVEMENT SHALL BE TRIMMED IN A SMOOTH AND STRAIGHT LINE. CONSTRUCT MATCH -UP PAVING AS SHOWN ON THE PLANS AND OVERLAY PAVING AS DIRECTED IN THE FIELD TO PRODUCE A SMOOTH SECTION. 10. ALL OVERHANGING TREE LIMBS THAT ARE LESS THAN 14' ABOVE THE STREET GRADE SHALL BE TRIMMED BACK. 11. 'ON ALL AREAS WITHIN PUBLIC RIGHT OF WAY WHERE THE FILL IS ONE (1) FOOT OR GREATER A LETTER WILL BE REQUIRED FROM THE SOILS ENGINEER, CERTIFYING THE COMPACTION OF THE FILL BELOW SUBGRADE, PRIOR TO ISSUANCE OF THE CONSTRUCTION PERMIT/CUT SHEETS. 12. ALL TRAFFIC SIGNS SHALL BE INSTALLED PRIOR TO OPENING THE STREETS TO TRAFFIC. 13. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC SIGNAL FACILITIES AND STRIPING. 14. STREET IMPROVEMENT WORK THAT WILL CAUSE DAMAGE TO THE DETECTOR LOOPS) SHALL NOT BE PERFORMED UNTIL TRAFFIC SIGNAL MAINTENANCE PERSONNEL HAVE BEEN NOTIFIED - AND THE NECESSARY TIMING ADJUSTMENTS ARE MADE TO MAINTAIN SIGNAL OPERATION. N 15. FINAL STRIPING FOR TRAFFIC CONTROL AND/OR PAVEMENT MARKING TO BE THE RESPONSIBILITY OF THE CONTRACTOR. Z W 16. IN PAVEMENT OVERLAY AREAS, ANY DISTRESSED EXISTING' PAVEMENT SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE INSPECTOR PRIOR TO OVERLAYING WITH A.C. PAVING. 2 W 0 . as G , W > w ` z cc Q REVISIONS CITY OF LA QUINTA Y DESCRIPTION APP" DATE APPROVED BY: W w LL Paoress,a APPROVED BY: O N, EDW NG W � 461672 05/20/13 aQ 6/30"015 n PREPARED BY: DATE CIVI AECOM �o ' 901 VIA PIEMONTE 5TH FLOOR ONTARIO, CA 91764 TIMOTHY R. JONASSON DATE CITY ENGINEER ' RCE No. C45843 TITLE SHEET SHEET No. FRED WA.RING_ DR IMPROVEMENTS ' SHEET 1 OF 123 Daniel Valenzuela From: OCARS_Pro@digalert.org Sent: Monday, January 13, 2014 10:55 AM To: Digalert Email Group Subject: USAS LAQ01 2014/01/13 #00001A A40130609-OOA NORM NEW LAQ01 00001A USAS 01/13/1410:54:50 A40130609-OOA NORM NEW GRID Ticket: A40130609 Date: 01/13/14 Time: 10:42 Oper: NHR Chan: 100 Old Tkt: A40130609 Date:.01/13/14 Time: 10:54 Oper: NHR Revision: OOA Company: FLATIRON ELECTRIC GROUP Caller: JAMIE JOHNSON Co Addr: 7911 PINE AVE . City&St: CHINO, CA Zip: 91710 Phone: 909-664-3795 Ext: CELL Call back: ANYTIME Formn:JAMIE JOHNSON Phone: 909-664-3795 Email: RANTUNA@FLATIRONCORP.COM State: CA County: RIVERSIDE Place: LA QUINTA , Delineated: Y Delineated Method: WHITEPAINT Address: Street: FRED WARING DR X/ST 1: ADAMS ST MPM 1: MPM 2: Locat: ENTIRE INTER OF FRED WARING DR AND ADAMS ST INCULbING ALL CORNERS TO RIGHT OF WAY; ENTIRE ADAMS ST R/O/W TO R/O/W FROM FRED WARING DR CONT N/AND S/FOR APPROX 200FT; ENTIRE FRED WARING DR R/O/W TO R/OW FROM ADAMS ST CONT W/FOR APPROX 200FT AND E/TO THE E/SIDE OF PORT MARIA RD; ENTIRE INTER OF FRED WARING DR AND. DUNE PALMS DR INCULDING ALL CORNERS TO RIGHT OF WAY; ENTIRE DUNE PALMS RD R/O/W TO R/O/W FROM FRED WARING DR CONT S/FOR APPROX 400FT Excav Enters Into St/Sidewalk: Y Grids:0819H063 08191-10712 0819J0712 Lat/Long : 33.730153/-116.287345 33.729626/-116.274900 : 33.728054/-116.287434 33.727527/-116.274989 Caller GPS: Boring: N Explosives: N Vacuum: N Re-Mark:.N Work: INSTALL TRAFFIC SIGNAL AND STREET LIGHTING CONDUIT AND FOUNDATIONS Wkend: Y Night: Y Work date: 01/15/14 Time: 10:42'Hrs notc: 048 Work hrs: 048 Priority: 2 Instruct : MARK BY Permit: NOT REQUIRED Done for: GRANITE CONSTRUCTION . Tkt Exp: 02/10/14 i5 --. zr_ Mbrs : CVW85 IID02 LAQ01 MYOMAW SCG1OG UTWCPD UV21NDIO City.of. La,.Quinta The following General and Special Provisions are attached to and made a part of Permit Number 14007 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads.,All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in'backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or .cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. in the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( '* N/A ** ) inches of A.C. paving placed on (, ** N/A "* ) inches of ( ** N/A *' ) aggregate sub -base course having an "R" value of not less than ( "* N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard. #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property Fine and the existing road paving shall be two and a half inches (2 '/2") of A.C. paving on ("" N/A "*) of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. ok City of La. Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of Ti Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector; compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California dated January 1973. oFaty� COUNTY OF RIVERSIDE TRANSPOR TA TION AND LAND MANAGEMENT AGENCY �He a4G Transportation Department January 9, 2014 Andrew Botkin Project Engineer Granite Construction Southern Ca Region 38000 Monroe St. Indio, Ca 92203 OF q/yF� y� r Juan C. Perez, P.E., T.E. Director of Transportation Re: Fred Waring Roadway Improvements — Submittal No. 19 — TCS Plan (Phase 1) Project No. B5-0689 SLPPCL-13=5956(220) Mr. Botkin, We have reviewed Submittal No. 19(A) — TCS Plan (Phase 1), received from the contractor on December 09, 2014. The following are ourcomments:� The submittal is approved however, the contractor must install the traffic control devices as discussed yesterday and stated -below. • The proposed speed limit is 25mph for the project while under construction. However, please design the lane tapers for35mph signs. Note on Sheet No: L-1 "Chapelton closures allowed per sheet SC -5". This - note needs to be,removed,from the TC&plan (phase 1). This'closure is only "Short term" -and allowed for duration'of no more than two weeks for the construction of the pavement. For this stage of work Chapelton Drive will need to remain open at all times.: v • The proposed taper at Chapelton ,Drive will need to be relocated easterly of the intersection to approximately station 64+00. If you have any questions, or wish to discuss this matter further, please feel free to call at (951) 961-6191. Sincerely, 4080 Lemon Street, 8'h Floor - Riverside, CA 92501 • (951) 955-6740 P.O. Box 1090 • Riverside, CA 92502-1090 • FAX (951) 955-3198 COUNTY OF RIVERSIDE TRANSPORTATIONAND LAND MANAGEMENT AGENCY Transportation Department Eric R. Lohr Principal Construction Inspector Cc: John Ashlock file 4080 Lemon Street, 8'h Floor • Riverside, CA 92501 • (951) 955-6740 P.O. Box 1090 • Riverside, CA 92502-1090 • FAX (951) 955-3198 P Juan C. Perez, P.E., T.E. Director of Transportation Letter of Transmittal County of Riverside — Transportation Department "^rlorloEe -. Fred Waring Roadway Improvement ATo °°' Andrew Botkin Date ' G ; i' E Janua 9, 2014 k G iGx @ G 5G'G -t INC Granite Granite Construction Inc. Er r G3 G y� u 'Pro�ectNo. r 65-0689 S ,x...,,s. . x G.,,.,�,;.��. Address, EGA 38000 Monroe Street E E �r Response to Submittal No. 19(A) e r , w G aEs Indio Ca 92203 Regarding Submittal No. 19(A) E a r r aG E E ° 535 I jj{{IB" r cT 5 rGxtS k sa'ren.,reP" .ar:�ni WE ARE SENDING YOU X Attached 'Under separate cover via: The following items: Shop Drawings Prints Plans Samples Specifications _ Copy of Letter _ Change Order Other THESE ARE TRANSMITTED as checked below: For. Approval' Approved as Submitted Resubmit Copies for Approval _ For Your Use X Approved as Noted _ Submit Copies for Distribution As Requested _ Returned for Corrections _ Return _ Corrected Prints For Review and Comment REMARKS: Received By: Date: t. . I COPY TO: SIGNED: Eric R. Lohr t : 2950 Washington St. Riverside, CA 92504 J. ` TEL - (951) 955-6885, FAX - (951)'276-9648 E-mail: elohr@rctlma.org' G �- " E yr �- , r 8�ka c rr- p r� a (- ° - E eE� 3� St , +GC a .G e- r : RE GF. GGxx.T.G.'�x•r Z� '. �t fir. Ejr 7@E yGkGig i.. d - 4 5aG ErC y,. C� 3E 4 GK@ �.r E Co iesxxx, 1,,:,Datex'....; No,, Hn....D,escri tton..,,�x.� � E � � � �.x...., °k� � � ,x...,,s. . x G.,,.,�,;.��. 1 14-14 1 Response to Submittal No. 19(A) w THESE ARE TRANSMITTED as checked below: For. Approval' Approved as Submitted Resubmit Copies for Approval _ For Your Use X Approved as Noted _ Submit Copies for Distribution As Requested _ Returned for Corrections _ Return _ Corrected Prints For Review and Comment REMARKS: Received By: Date: t. . I COPY TO: SIGNED: Eric R. Lohr t : 2950 Washington St. Riverside, CA 92504 J. ` TEL - (951) 955-6885, FAX - (951)'276-9648 E-mail: elohr@rctlma.org' CITY OF LEGEND: T SINGLE SIGN POST mn CHANGEABLE MESSAGE SIGN END ROAD WORK 620-2 AHEADRonD WORN W20-1 COUNTY OF RIVERSIDE CONSTRUCTION AREA SIGNS FRED WARING DRIVE NO SCALE SHEET No. CS -1 SHEET 47 a 1 2 3 A_ECOM Vaor ESS APPROVED BY: � O f _ EDWARD NG n / 05/20/13 �0 6— 2— » PREPARED BY: DATE ' CIVIAECOM •� C.016O901 VIA NTARIO, CIA ONTE, 5TH FLOOR 91764 LEGEND: T SINGLE SIGN POST mn CHANGEABLE MESSAGE SIGN END ROAD WORK 620-2 AHEADRonD WORN W20-1 COUNTY OF RIVERSIDE CONSTRUCTION AREA SIGNS FRED WARING DRIVE NO SCALE SHEET No. CS -1 SHEET 47 a 1 2 3 1 SC -5 GENERAL NOTES (ALL STAGES): 1. ALL CONFLICTING SIGNING, STRIPING AND PAVEMENT MARKERS SHALL BE REMOVED PRIOR TO STARTING WORK ON EACH STAGE. 2. ALL MATERIAL AND WORK SHALL CONFORM TO 2010 EDITION OF CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS AND THE 2012 EDITION OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ALL SIGNS, DELINEATORS, BARRICADES, ETC. AND THEIR INSTALLATION SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED; OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A PUBLIC STREET TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HERIN, AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REOUIRED TO INSURE THE SAFE MOVEMENT OF -TRAFFIC AND PEDESTRIANS THROUGH OR AROUND THE WORK AREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. 4. ALL DELINEATORS SHALL BE EOUIPPED WITH REFLECTIVE BANDS FOR NIGHT TIME USE. 5. TEMPORARY STRIPING SHALL CONSIST OF AT LEAST ONE COAT OF PAINT WITH REFLECTIVE GLASS BEADS, OR TEMPORARY STRIPING TAPE. 6. OPEN TRENCHES .WITH LESS THAN FIVE FEET OF CLEARANCE SHALL BE PROTECTED BY K -RAIL BARRIERS AND TEMPORARY CRASH CUSHIONS INSTALLED PER CALTRANS STANDARDS, UNLESS OTHERWISE APPROVED BY THE COUNTY. 7. CONTRACTOR SHALL PROVIDE FLAGGERS AS DEEMED NECESSARY BY ENGINEER. B. CONTRACTOR SHALL NOTIFY ALL AFFECTED RESIDENTS AND BUSINESSES FIVE WORKING DAYS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL REPLACE/REPAIR ALL DAMAGED STRIPING WITH TEMPORARY STRIPING OR TEMPORARY RAISED PAVEMENT MARKERS AT THE END OF EACH WORKING DAY. 10. CONTRACTOR SHALL INSTALL "STEEL PLATES AHEAD" SIGNS IN ADVANCE OF STEEL PLATE BRIDGING. 11. ULTIMATE STRIPING IDENTIFIED ON STAGE CONSTRUCTION PLANS SHALL BE PERMANENT STRIPING AS SHOWN ON THE PAVEMENT DELINEATION PLANS. 12• CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING AT LOCATIONS WHERE EXISTING LIGHTING ARE TO BE DISCONNECTED DURING CONSTRUCTION, AS DIRECTED BY ENGINEER. . 13. ALL TEMPORARY CRASH CUSHION SHALL HAVE TEMPORARY "P" MARKERS PLACED IN FRONT. ALL TEMPORARY RAILING (TYPE K) AND CONCRETE BARRIER (TYPE K) SHALL HAVE TEMPORARY "P" MARKERS PLACED IN FRONT AND AT ANGLE POINT. 14. LOCAL STREET LANE WIDTH SHALL BE A 12 FT MINIMUM UNLESS OTHERWISE NOTED. 15. CONTRACTOR SHALL REFER TO SPECIAL PROVISION REGARDING THE USE OF PORTABLE CHANGEABLE MESSAGE SIGNS. F rA J ,...... . f T l l 5 i SC -6 CONSTRUCTION THIS STAGE (STAGE 1) O1 REMOVE PORTION OF EXSTING MEDIAN ISLAND AND CONSTRUCT TEMPORARY PAVEMENT O2 CONSTRUCT. NORTH SIDE IMPROVEMENTS AND PORTIONS OF MEDIAN ISLAND O3 RELOCATE EXISTING TRAFFIC SIGNAL O4 INSTALL NEW STREET LIGHT O5 TEMPORARY MODIFY TRAFFIC SIGNAL TRAFFIC HANDLING NOTES: STAGE 1 (SEE SHEETS SC -5 TO SC -7) 1. REDUCE FRED WARING DR EB TRAFFIC TO 1 LANE FROM ADAMS ST AND END AT DUNE PALMS RD. PEDESTRIAN ACCESS THRU EB FRED WARING DR SIDEWALK. 2. REDUCE FRED WARING DR WB TRAFFIC TO 1 LANE AFTER COMPLETION OF TEMPORARY PAVEMENT NEAR PORT MARIA RD. WB PEDESTRIAN ACCESS TO BE DETOURED TO EXISTING SOUTH SIDEWALK. 3. RIGHT IN AND RIGHT OUT ONLY, ALLOWED FOR CHAPELTON DR, LA OUINTA PALMS DRIVEWAY, OLD HARBOUR RD, AND PORT MARIA DURING THIS STAGE. SC -7 o: D z O F ------------------------------- r i 1 a I I .....__.I I ,..._..-y 1 I I. A I i; ::.. ..... -r-----=r------�--=---=T-i RANCHO OCTILLO . , Jre'l- . l LA OUINTA PALMS LEGEND ® Temp Pvmt ® ROAD WORK: THIS STAGE Temp RAILING (TYPE K) • • CHANNELIZERS �' DOUBLE SIGN POST OR TYPE III BARRICADES NO SCALE COUNTY OF RIVERSIDE A=-C'OM STAGE CONSTRUCTION INDEX SHEET No. °aa css,o APPROVED BY: FRED WARING DRIVE MUM We SC -1 �616T 05/20/13 a-0 6/lOrz015 * PREPARED BY: DATE Elvl �• AECOM STAGE 1 SHEET 48 a 123 o UU'� 901 VIA PIEMONTE, 5TH FLOOR . ONTARIO, CA 91764 D G � Q O p� m Q K Q ' ,...:., .:_ ...::,. o;:� :....::....... :.1....... .......... .... :: :..:: .:: ... Q a UA z 0 NO SCALE COUNTY OF RIVERSIDE A=-C'OM STAGE CONSTRUCTION INDEX SHEET No. °aa css,o APPROVED BY: FRED WARING DRIVE MUM We SC -1 �616T 05/20/13 a-0 6/lOrz015 * PREPARED BY: DATE Elvl �• AECOM STAGE 1 SHEET 48 a 123 o UU'� 901 VIA PIEMONTE, 5TH FLOOR . ONTARIO, CA 91764 1 .s CONSTRUCTION THIS STAGE (STAGE 2A) O1 CONSTRUCT TEMPORARY PAVEMENT FOR ACCESS TO LA OUINTA PALMS O2 CONSTRUCT SOUTH SIDE IMPROVEMENTS AND PORTIONS OF MEDIAN ISLAND O CONSTRUCT SOUNDWALL FOR THE RANCHO OCTILLO DEVELOPMENT O4 CONSTRUCT PORTION OF DRAINAGE SYSTEM O CONSTRUCT OUTSIDE.HALVES OF LA OUINTA PALMS ENTRANCE © TEMPORARY MODIFY TRAFFIC SIGNAL TRAFFIC HANDLING NOTES: STAGE 2A (SEE SHEETS SC=8 TO SC -10) 1. SHIFT TRAFFIC ONTO NORTH FINISHED PAVEMENT CONSTRUCTED LAST STAGE. 2. FRED WARING DR EB TRAFFIC TO I LANE FROM ADAMS ST AND END AT DUNE PALMS RD. EB PEDESTRIAN ACCESS TO BE DETOURED TO NORTH WALKWAY CONSTRUCTED IN PREVIOUS STAGE. LEFT TURN MOVEMENTS ALLOWED AT LA OUINTA PALMS. 3. FRED WARING OR WB TRAFFIC TO 1 LANE FROM PORT MARIA RD TO CHAPLETON DR. WB PEDESTRIAN ACCESS TO USE NORTH WALKWAY CONSTRUCTED IN PREVIOUS STAGE. LEFT TURN MOVEMENTS ALLOWED AT CHAPELTON DR. 4. RIGHT IN AND RIGHT OUT ONLY, ALLOWED FOR OLD HARBOUR RD AND PORT MARIA DURING THIS STAGE. LEGEND ® Temp Pvmt CONSTRUCTED Temp Pvmt LAST STAGE FINISHED HMA PAVEMENT FINISHED STAMPED CONCRETE PAVEMENT ® ROAD WORK: THIS STAGE Temp RAILING (TYPE K) • • CHANNELIZERS ten. DOUBLE SIGN POST OR TYPE III BARRICADES SC -8 SC -9 SC -10 ¢ c O ¢ D � F O ¢ m z m a O a r__—_r__—_ _--T__—_r__—_T__—_r__---____T__ ,, ,, ,• �o� 2 I I I I I I I ;: � I I I I I I 1 1 1 I I I I I I I I �, �� I o„ , ------------L -J'.ai I c j . - - I I.. _ _------------------------- -I IE'-'' _ _____ _ _ _ _ _ -vat . ...... ji ?u;I• •,JIL,_ _—_- __—__—__—__— mg ...:- ...�,-•_ ,�+s-. -a .:.rte i_'i .. ......... .. _.._.. — ._. . ::—__--.—_ -�_s tom: .._..—'_'-- - ... _.. _ ... .. _. .. _ ... ._ - 1 _ 5 RANCHO OCTILLO LA OUINTA PALMS Q a W z O NO SCALE COUNTY OF RIVERSIDE /(L -QOM STAGE CONSTRUCTION INDEX SHEET No. o Q%or ESs,oNa APPROVED BY: FRED WARING DRIVE D7fIAAD SC -2 6(30/ 015 05/20/13 a• 8•D PREPARED BY: DATE C1V1 AECOM STAGE 2A SHEET 49 of 123 �u. C.E6�'901 VIA PIEMONTE, 5TH FLOOR ONTARIO, CA 91764 CONSTRUCTION THIS STAGE (STAGE 2B) O2 ,CONSTRUCT INSIDE HALVES OF LA QUINTA PALMS ENTRANCE. O1 COMPLETE DRAINAGE SYSTEM _ TRAFFIC HANDLING NOTES: STAGE 2B (SEE SHEETS SC -11 TO SC -13) 1. FRED WARING DR ES TRAFFIC REMAINS IN PLACE AS SHOWN IN LAST STAGE. 2.' FRED WARING DR WB TRAFFIC REMAINS IN PLACE .AS SHOWN IN LAST STAGE. 3. LEFT TURN POCKET PROVIDED AT LA QUINTA PALMS FOR LEFT IN, BUT LEFT OUT OF THE DEVELOPMENT IS PROHIBITED DURING THIS STAGE. LEGEND ® Temp Pvmt CONSTRUCTED Temp Pvmt LAST STAGE FINISHED HMA PAVEMENT FINISHED STAMPED CONCRETE PAVEMENT ® ROAD WORK: THIS STAGE Temp RAILING (TYPE K) • • CHANNELIZERS DOUBLE SIGN POST OR TYPE III BARRICADES SC -11 SC -12 SC -13 - ¢ O O ¢ O O ¢ M Z O: � O ¢ (n p. E1¢!'I � --��: L..--- --_ --- , J to �; _ - I -------------- ------------ --- -- --- I _._; - fi -----r - FRED. W_ARIN _.D.R.. - Y .. z x._ ' - - ---- -- -- -- --------�1: �.----- -- ------�-�-------�- ------ --� ---- ., RANCHO OCTILLO LA QUINTA PALMS ¢ a W Z C A -=QOM va0"5$jo APPROVED BY: p �a f _ EDW/Jt0 NG 16T6T a �cQ�_ 05/20/13 a� 6/30/2015 PREPARED BY: DATE s, CIVI AECOM c•i,18901 VIA PIEMONTE, 5TH FLOOR ONTARIO, CA 91764 NO SCALE - COUNTY OF RIVERSIDE STAGE CONSTRUCTION INDEX SHEET No. FRED WARING DRIVE SC -3 STAGE 2B WET 50 of 123 CONSTRUCTION THIS STAGE (STAGE 3) O1 COMPLETE RAISED MEDIAN AND HARDSCAPE OR LANDSCAPING O2 COMPLETE PAVEMENT WORK TRAFFIC HANDLING NOTES: STAGE 3 (SEE SHEETS SC -14 TO SC -17) 1. PROVIDE 2 LANES FOR ES TRAFFIC FROM ADAMS ST TO PORT MARIA RD. 2. PROVIDE 2 LANES FOR WB TRAFFIC FROM DUNE PALMS TO ADAMS ST. 3. NO LEFT TURN MOVEMENTS ALLOWED DURING THIS STAGE AT CHAPELTON, LA OUINTA PALMS, OLD HARBOUR DR, AND PORT MARIA RD. LEGEND ® Temp Pvmt CONSTRUCTED Temp Pvmt LAST STAGE rw FINISHED HMA PAVEMENT IE" FINISHED STAMPED CONCRETE PAVEMENT ® ROAD WORK: THIS STAGE Temp RAILING (TYPE K) • CHANNELIZERS .0.16 DOUBLE SIGN POST OR TYPE III BARRICADES SC -14 SC -15 SC -16 SC -17 ¢ ¢ c e Z OC O r O 0 a z y (- m Q Q W ¢ d y J IW ------------ qq r-2 �---�; r-�--�-----,�, SMD ---L---�- - a- ----'�----- ---a-�-- r- ---v-.-- L - -- - -- s---- -- --z7-7- ... �r.... -- 2� RANCHO OCTILLO LA OUINTA PALMS w J Q CL W Z. 0 COUNTY OF RIVERSIDE STAGE CONSTRUCTION INDEX FRED WARING DRIVE STAGE 3 NO SCALE, SHEET No. SC -4 SHEET 51 a 123 A_COM Qaor Es s,o APPROVED BY: a Wa � EDWARD NG 16T6T 05/20/13 •e _6/302015 nD PREPARED BY: DATE CIv1 AECOM o- EAit'901 VIA PIEMONTE, 5TH FLOOR ONTARIO, CA 91764 COUNTY OF RIVERSIDE STAGE CONSTRUCTION INDEX FRED WARING DRIVE STAGE 3 NO SCALE, SHEET No. SC -4 SHEET 51 a 123 ROAD W20-1 — uy f END U) 25 C17(CA)BACK7 (SIDE.— I U050 ROAD WORK C %EAC.'"" -2 1 G20 a L-------- — -- /W— -- — -- v - Rt --j R 2 DETAIL 38A --- — -- — -- — -- — -- — -- — -- — -- — - R/W 2 DETAIL LANE 0 —= ..... .... ........ ......CLOSP ..... . ... 2 DETAIL 28 . ..... ...... ....... . .. Ln ........ .. ........... .... ......... . ... b 8" YELLOW .......... 400' CHNNNELIZEK TAPER 2 + . . .... .... 4 4 C30(CA) v F- .. ...... ......... . . . ......... ........... 4 tn tl FRED' WARING DR r L'i ... . . ........ . .......... ....... . ............ .............. . ... . ..... ... . .... . . DE 27 -j . . . ................ ....... ............. . 4 AHEAD....... . .... 0 46+00 49+00.--.. . ..... ... . . .... . ..... 51+0 -45+00 25 1 ::_,+00 .......... La -i 12' t .......... ..... ..... ... . .. fyp . .. ... .... . ...... ARRAY 'IU2j 6 �TYPE'VI[ 3 12, co -1 Li 2 T, W20 -\17750 35� ..... ... . ...... LLJ I .......... - .. =�> '�f 35 50 50 . .... ... ... .... .. .. . .... .... . . .... . .. . ........ . ....... . . TYPE IV ❑3 x u' or C=>0 L) V) . ............. . ............. ..... . .......... .............. ..... . .............. . ......... . . ...... .. . . > TYPE IV -6, DETAIL 38A 2 .... . .. ........ .. .......... . . . ...... F - TYPE IV 3 D ETAiii -21 2 DETAIL 38A 2 Al,- R/W ------- ----------- T --- ------- -T ----------------------- ------- W13-1 LANE CLOS < CLOSE. A.0 Lo— 'Lor Exist '--CR0SS--H�E. 275 R3-7 C30(CA C17(CA) R9-11(Lt) W4-2(Lt) L FRONT i W20-5(Lt) ; , i 1 j j C17(CA) R FRONT W R AHEAD W -1 J tc 2 - -- — -- — -- — -- — -- — - --- — -- — -- — -- — -- — -- — -- — -- — -- — -- — -- w C, LINE 0 J -Q 1,0,10 ------ ROAD W WORK ix STOP WORK E FI Ln + bc w >w coo 7- w Wu OF ... ..... ... DETAIL 212� ........ . .. . .......... .. W20-1 RI -1 Aw Z: rg ETAIL 21 V.. . ... . . ..... .. i. R3 -2-x . .. . . . ...... F I I G + DR; DETAIU-278 . ..... --- .... ...... I . . ............----....._.__._„F:, LINE - .. ............. ........ . .. -59+00 2 DETAIL 27812F/ 14'-> ....... . . . ...... . ........... -- ---------- A R3-2 J 11 11 A---tOM ".r c S S, APPROVED BY: !? EDWARD MG 6 05/20/13 so 6/!0/2015 'PREPARED BY: DATE CIVIAECOM 901 VIA PIEMONTE, 5TH FLOOR ONTARIO, CA 91764 STAGE CONSTRUCTION NOTES Fll CONSTRUCT TEMPORARY PAVEMENT El INSTALL TEMPORARY STRIPING Fil INSTALL TEMPORARY PAVEMENT MARKING El REMOVE EXISTING CONFLICTING STRIPING/MARKING EINSTALL TEMPORARY CRASH CUSHION TEMPORARY MODIFY TRAFFIC SIGNAL, SEE SHEET TTS -01 OCONSTRUCT INTERSECTION PAVEMENT, CONTRACTOR SHALL MAINTAIN AT LEAST ONE LAST OPEN IN ALL DIRECTIONS EDCONSTRUCT AS LAST ORDER OF WORK THIS STAGE DURING SHORT TERM CLOSURE , LEGEND ROAD WORK: THIS STAGE Temp RAILING (TYPE K), CHANNELIZERS DOUBLE SIGN POST OR TYPE III BARRICADES ADVANCE WARNING ARROW DISPLAY => TRAFFIC DIRECTION 1. CONTRACTOR SHALL MAINTAIN ACCESS TO RESIDENTIAL PROPERTIES ON NORTH SIDE OF FRED WARING OR AT ALL TIMES. 2. PAVEMENT CONSTRUCTION ON CHAPELTON DR SHALL HOT EXCEED A CLOSURE DURATION OF TWO WEEKS. CONTRACTOR SHALL COORDINATE WITH RESIDENTS TO DETOUR TRAFFIC TO ACCESS GATES LOCATED AT ADAMS ST. 0 20 40 80 SCALE: 1” = 40' COUNTY OF RIVERSIDE STAGE CONSTRUCTION FRED WARING DRIVE STAGE 1 "F" STA 40+75 TO "F" STA 63+50 SHEET No. SC -5 SHEET 52 oF123 V, IrM A . . ....... .. . ........... AIL 38A-.yT218" YELLOW 3 TYPE VII ........ . .. . .......... .. W20-1 RI -1 Aw Z: rg ETAIL 21 V.. . ... . . ..... .. i. R3 -2-x . .. . . . ...... F I I G + DR; DETAIU-278 . ..... --- .... ...... I . . ............----....._.__._„F:, LINE - .. ............. ........ . .. -59+00 2 DETAIL 27812F/ 14'-> ....... . . . ...... . ........... -- ---------- A R3-2 J 11 11 A---tOM ".r c S S, APPROVED BY: !? EDWARD MG 6 05/20/13 so 6/!0/2015 'PREPARED BY: DATE CIVIAECOM 901 VIA PIEMONTE, 5TH FLOOR ONTARIO, CA 91764 STAGE CONSTRUCTION NOTES Fll CONSTRUCT TEMPORARY PAVEMENT El INSTALL TEMPORARY STRIPING Fil INSTALL TEMPORARY PAVEMENT MARKING El REMOVE EXISTING CONFLICTING STRIPING/MARKING EINSTALL TEMPORARY CRASH CUSHION TEMPORARY MODIFY TRAFFIC SIGNAL, SEE SHEET TTS -01 OCONSTRUCT INTERSECTION PAVEMENT, CONTRACTOR SHALL MAINTAIN AT LEAST ONE LAST OPEN IN ALL DIRECTIONS EDCONSTRUCT AS LAST ORDER OF WORK THIS STAGE DURING SHORT TERM CLOSURE , LEGEND ROAD WORK: THIS STAGE Temp RAILING (TYPE K), CHANNELIZERS DOUBLE SIGN POST OR TYPE III BARRICADES ADVANCE WARNING ARROW DISPLAY => TRAFFIC DIRECTION 1. CONTRACTOR SHALL MAINTAIN ACCESS TO RESIDENTIAL PROPERTIES ON NORTH SIDE OF FRED WARING OR AT ALL TIMES. 2. PAVEMENT CONSTRUCTION ON CHAPELTON DR SHALL HOT EXCEED A CLOSURE DURATION OF TWO WEEKS. CONTRACTOR SHALL COORDINATE WITH RESIDENTS TO DETOUR TRAFFIC TO ACCESS GATES LOCATED AT ADAMS ST. 0 20 40 80 SCALE: 1” = 40' COUNTY OF RIVERSIDE STAGE CONSTRUCTION FRED WARING DRIVE STAGE 1 "F" STA 40+75 TO "F" STA 63+50 SHEET No. SC -5 SHEET 52 oF123 / -------------------r------------------r----- I I I I I I I I I ............_. . RVW ------------r ------------------ I I I i i I I R/,W I I I I i I II ;,, _ . :. •.... I i , x ....:... ..... ... ...... ., ..._r, STAGE CONSTRUCTION NOTES -- ❑2 INSTALL TEMPORARY STRIPING F3 INSTALL TEMPORARY PAVEMENT MARKING ❑4 REMOVE EXISTING CONFLICTING STRIPING/MARKING O to O W Q J N 3 O W J Z W _.1.2. <= ._.._.. 2' —i °o w m 14' E� U to _ H ---------r------------------r------------------'*--------------- I I I 4 I I I I I I LEGEND ® ROAD WORK: THIS STAGE Temp RAILING (TYPE K) • • CHANNELIZERS xa. DOUBLE SIGN POST OR TYPE 111 BARRICADES C::> TRAFFIC DIRECTION GENERAL NOTE: 1. CONTRACTOR SHALL MAINTAIN ACCESS TO RESIDENTIAL PROPERTIES ON NORTH SIDE OF FRED WARING DR AT ALL TIMES. 0 20 40 80 SCALE: 1" = 40' COUNTY OF RIVERSIDE A -E -COM STAGE CONSTRUCTION PLAN SHEET No. C ,,m CSS/APPROVED BY: pN, Q1 /� FRED WARING DRIVE SC -6 _ !6761 05/20/13 ¢• 6/3012015 na PREPARED BY: DATE STAGE 1 CIVI£• AECOM " " SHEET 53 ov 123 't a CA.CICP' 901 VIA PIEMONTE, 5TH FLOOR F" STA 63+50 TO F" STA 77+50 ONTARIO, CA 91764 ,.1_ ', , ♦ I 1Z. I I 1 0 IA F+ 2CD O CD �a wN � mw Z Q J w = w U N � .._--i -- R/W ROAD WORK AREAD W20-1 1 I 1 "F" STA 82+56.16 26.51'LT END Temp RAILING (TYPE K) 1 I I I i i i STOP R1-1 ----------- 1 ' 133-2,• f"0" LINE 1 Q / r--------- 1 Q I � I i ') O m , Q l 0 2 DETAIL 21 + i I B FRED WARING DR --- _ q. .... vii .......... 2 DETAIL 278 �A~i 2 DETA)L 38A - - w 2 DETAIL 278 i_ ! _ -- ---- ...------------ - ---- F J ---------_..______ --..._-_ __ ...._ IN -- - --_..._. q •::: 4 .. �. .... I I 4 I •:- .. ��, :..._ O 78+00 - - - - 12n� 2'Min - ...... 3. - 83 00 - wJ ........._.....- -.._ .. _.. . _..__.... _ .. _. `-U ........ . . . 2 8" YELLOW -- ._...... _.-'-- - -.._=_.._..,_......-....._....... - - - - Z 12' - _.- -' --- ' -- -- --- : . _,_._2' i I 12' • • OETAIL•21 2 • Jm ..... .......................—__......_... , _...... . _..... ... 14'=> _!^.._...._.. _.- ; ti• r ' - -- P 14 � 2 8" YELLOW •... b ~ N i ...................... __......... __...._ .................._.........-....---._. .. 3 TY E IV 3 TYPE IV ............_.._...._.._.........._...._::_; _ :.._.._..._....._ . �.._...__ _..._..... ----------------- - - I 2 DETAIL 21 RnM � a {•i`s i . 11¢ I -- TYPE VII 37 1 : --------------------- -----------r---------, --------- 2 DETAIL 21 ,.:_ I; ' '�� r--- T .... �i f/1 ' ' i I voe•.c�aoseo I o I ' LANE i II Q :;o I CLOSED R9-10 ' is I • ;ice W C30(CA) zi I I I j D J? fi i ROAD WORK AHEAD "P" LINE 1 , RDAD W20-1— I AHDEAD I !' Ia Wt-4(Lt) r I zs Mr'H cExret ux F- ��' f--^- sPEANEMME AHEAD O > i I �MUSTu�n� ma LANE)��•--' I W3-So(25) W9_3 35 WORK STOPI dF CLOSED Exist R3-7 NPH AHEAD I� �¢ FROCl NTA) I W13-1 Nm R1_1 I s: I '-'O `: C30(CA) -------------------------' --- --- ----- W20-1 Ii" i - — - 30(CA)------------------------------ "F" STA 85+03.15 '.'f )� 4; + \ ' 12.00' LT ,/ , -- -- --- - - . -- - - - - ' R/W END Temp PvmT --------------------- --' ----------- ---------------------- --- ---- --- ,....:...: ..... 350 50 350350 350_ .. _.....--� I'--......._ :. -.... _ _........ ...... ..... ......... ........_..u, _......DETAIL • .. • .. . cuT 278 :2 • _ • 25 ;W • ;>: .,_.... ..'.."• • ....... x.....375' CHANNELIZER. TAPER ......... ._. _ ..... ..:.... • 2 DETAIL 38A r"F" LINE TYP jIy ._....... ..... ........ ... __.. ........1.. .._......... ....._...... ........... .._.......... ..._._.... ..._. _... __....._.. ............. ..... ......_..... _.._.... ---...._ ..--'--.. 1 t2 a @ED�IILARM4G---J----------1----- - — - — -' -i---E ........._.......... .._ 85+.)o 5+ o 87+00 ."" 6 00 67+0 ..—...- _ ......._......_......._........._......._..........__.:..... _ .. _.. ..................... .......... _...._........ ...... _....:89+00..... 90+00 91+00 • • - 99+00 ......... _........ .....__ . ....... 4 - -...... _....... mlo.. oY ._._...... ........... ........ ..._...... .__.... _........ - ..... ...._..... ._._..... ....., ' 1 .__.._... ..._.._. _..... ONE .... .. ........ _..... ...__ ... ... WAY ... .. C17(CA) 2 D....E...TAIL .._..._... R6-2 21 ..... .. ... ... .._ .... _............ _ . FRONT . _.. .. _ . ....... .... ....... ........ ._........................-'-'---... -- -- ---------------- - ----- ----------------- . r- R/W TYPE N(CA) n E I o E + a + a m a ww CL C17(CA) I I BACK -E < z mEND ROAD WORK- /' 020-2 I I STAGE CONSTRUCTION NOTES F1 CONSTRUCT TEMPORARY PAVEMENT ------------- a2 INSTALL TEMPORARY STRIPING. F3 INSTALL TEMPORARY PAVEMENT MARKING F4 REMOVE EXISTING CONFLICTING STRIPING/MARKING n7 TEMPORARY MODIFY TRAFFIC SIGNAL, SEE TTS -02 aCONSTRUCT INTERSECTION PAVEMENT, CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OPEN IN ALL DIRECTIONS LEGEND ® Temp Pvmt ®ROAD WORK: THIS STAGE Temp RAILING (TYPE K) • • CHANNELIZERS �-" DOUBLE SIGN POST OR TYPE III BARRICADES 0 ADVANCE WARNING ARROW DISPLAY TRAFFIC DIRECTION GENERAL NOTE: 1. CONTRACTOR SHALL MAINTAIN ACCESS TO RESIDENTIAL PROPERTIES ON NORTH SIDE OF FRED WARING DR AT ALL TIMES. A='CiQhl QµDi ES S,D APPROVED BY: W f EOWARD NG 05/20/13 ae 6 /ZO 5 PREPARED BY: DATE CIVI AECOM f a C.LA"P 901 VIAPIEMONTE, 5TH FLOOR ONTARIO, CA 91764 A - 0 20 40 80 SCALE: 1" = 40' COUNTY OF RIVERSIDE STAGE CONSTRUCTION PLAN SHEET No. FRED WARING DRIVE SC -7 STAGE 1 "F" STA 77+50 TO "F" STA 91+50 1 SHEET 54 OF 123 v 11 tt ROAD WORN -- — -- — -- — -- 11 7 --------------------------------------- DETAIL 278 2 %E�.AILI .38A -— -- — -- — R/W DETAIL 244'.2 --------------------------------— ----------------------- _fDOETAIL 21--R/W --- ---- .. ..... ... ..... ..... ...... ... . ..... 3 FRE.D WARING DR - 3 TYPE IV TYPE IV IV 43- 400' cHARNELIZER_ APER, .. ........ DETAIL LINE ----- INE 3 A- 0 — - — - — - 77 iV 4� .. . ........ .52+00._,__ :!:: 53+ 0 . ..... ........ .0 ............ ..... . . . ........• •....._. LANE o CLOSED .... ...... . ... ........... .. . ..... - io .35 . . ....... .. ....... .... ........ . ...._""""1.....__._........_......._.........._. .. ...... . . ....... . .. ................... ...... . .... ..... ...... . . .. - — - - --- - -- - ---------- . . . ........ ..... . .. . ... . ....... ... . .... ..... . .......... ....... . . .. . .... . ...... ... . .. .... . ..... . C30(CA) . . . ... ............. .................. . . - - — - - — -- — -- — -- — -- — -- — -- — -- — - — - — — -- — -- — -- — -- — - LA—NE--------- CLOSED .. .. ...... /W i- 0601L 2 --- -------------- r------------ ---------- - -- - -- - r - - - - -- - -- - -- - C30(CA) + D�TAIL 278 2`N Exist W4-2(Lt) R3-7 WORK AHEAD x20-1 E cc I --- — -- — -- — -- — -- — -- — -- — ----- "C" LINE 0 ROAD:AJ, WORK AHEAD AL j - STP a 2 DETAIL 38A I is LANE i DETAIL 28 2 . ..... .... W20-1 + ...... . . ..... .. DETAIL 24 RI -1 44 2 DETAIL 2713 '.. *.: '.. OETAIL:8 . . ...... .. ....... . . ... ....... ..... . ...... !".. 1!� - -, . I TYPE IV L�J i0rETAIL 27B 2 YPE C R/W �R- at DETAIL 38A 2 ............. 0 In + m: ............ . . v --------- tat A D 43 , t To' In + 0) V) 0 z �6 ww k LINE• W LLJ ......... . .... . .. ........ ...... ......... .... . ........... ... . ..................... .. 4 DETAIL Jul ... ...... ...Lj 'DR ' <•TYPE FREI; WAkING ....... ................ ..... .. N(CA) < .......... ................... . ........ .... 2 DETAIL 24 2 DETAIL 278 — -- -- — -- — -- — -- — -- — -- — -- -- — -- — -- .......... * — -- — -- — -- ............ .. .... ............. . . ......... . v .............. — -- — — -- .. . ...... . ...... ... .... ............. . ..... . .. . - ............................... 3 TYPE IV* - — - — -- — -- — -- — -- — -- — -- ..... . ................. ......... . .... . .. . ......... �_E� — -- — -- — -- -- — -- — -- — -- — -- — -- — -- — -- — - — -- — -- — -- — -- — -- — -- — -- — -- — -- — -- — -- — — -- R/W n it A—E—COM APPROVED BY: Wa EDNAM NG 0 A sa 05/20/13 6—M5 PREPARED BY: DATE - Civ AECOM C.0' 901 VIA PIEMONTE, 5TH FLOOR ONTARIO, CA 91764 STAGE CONSTRUCTION NOTES Fil INSTALL TEMPORARY STRIPING El INSTALL TEMPORARY PAVEMENT MARKING EREMOVE EXISTING CONFLICTING STRIPING/MARKING ETEMPORARY MODIFY TRAFFIC SIGNAL LEGEND = FINISHED HMA PAVEMENT Ell FINISHED STAMPED CONCRETE PAVEMENT ROAD WORK: THIS STAGE Temp RAILING (TYPE K) CHANNELIZERS DOUBLE SIGN POST OR TYPE III BARRICADES C=> TRAFFIC DIRECTION ADVANCE ARROW WARNING DISPLAY EXISTING FROM LAST STAGE 0 20 40 80 SCALE. I" = 40' COUNTY OF RIVERSIDE STAGE CONSTRUCTION SHEET No. FRED WARING DRIVE SC -8 STAGE .2A "F" STA 40+75 TO "F" STA 63+50 SHEET 55 of 123 O t I M UD N Q H(A ui W W =z J w W= to � Q O to H + = O =a F W N 7 W 0z co Q J W = W U N F Q r i r -------------------*-------------------r-------------------*-------- r r r r r i r r r t r r r I I I I I I i r r r r r i r r I I I r r r I I I` � I I it r �,' --- - •;::•:•r ,• , k'. �, �.:; ....:.....DETAIL 31 -:•'•I ., ,- ., r .....:::: i..:,:-.:: r r.:•'•': 7 ft/W `� n.• :.I 2 DETAIL 2713: ...................... ,.+L^jLF i _ _ •kms {- •� 'G �}?Ev-..; �SC0<':4g�3iivXv'yX1. ` ..3 it �. :, ' " ..v A•ti.A:?K�•+�:T .:]^�.,auwF-�.;t:'.C' i="f+"dsT..a,.. vi�.� rn� �,s.-:.N�'''" �`�3'�Cwk ?prte�� rr�' .Y r .; ..y'r 5'. 5.... S. " •"���,y!3�`�? .Y�. ^�v :e 2 a .a' f r;.� ` u'v A `�✓ f f�1 y,$� Y ;^ �,.: "sZ,.,-�j % _cI 4 Ca a: w -^lay: .g�a., 'n",���'uSf,Y;•4.4�.'�, �.'��?.�W?Fi•r �',: -.. fi: �1 ��.itis.�.b�.:p.'�s`'����,'-b'��-v!?:.`:r.��r:o{%"_K�q��•�_�.,F.k�S�. .«:`��'�" >,.. •� ,4-^, �,,, - �, s,>� >., .. �... ....... .�, �. �, .5.. ._ , i,:x! " ^4N '^:U' :tea.' 'Tz bf"'k+,Sz °-r#•._ . $Y�jj b?.:a' li',*Yi:� �sl 2 a - £ xs s y� .. ,.. Ab, _X .:. '. £: �:St S�<z";..a _ 'a�,.nr.., .^ � f.",u,.'�,.:k i `��r. >: a �'� S!i"v.,v si;-syc,<: 3t.. �,�. ,.... ` '3a: .., 1. ..•w '4 s., C.3�¢`�w,-.-'°� s:� .rss .,� a ^�.�:via... '.b,? ; F;74 -no I TNF 76+An -..... __...... _........... _..... , __.. - -- '-- ._...._:_._.._....—...._. _._.__..._......_.. .............__..._._.._..._.........._........_.......----..FRED ...-W A........_ ................ .........._.._ _.................. _` ..._.....-...._. __ .... _.. _..... __ .._... _ ._......_...._ ._.......... _igg ------------ ;t R/W 5 5 / 5 / , O Ln O LL w F J N O w J Z � J =w U Ln H Q O Ln � O Q U � N L F W w Z W 2 J 0 = W U W F N Q STAGE CONSTRUCTION NOTES ❑1 CONSTRUCT TEMPORARY PAVEMENT ' F2 INSTALL TEMPORARY STRIPING ❑3 INSTALL TEMPORARY PAVEMENT MARKING ❑5 CONSTRUCT PORTION OF DRAINAGE SYSTEM, SEE DRAINAGE. PLANS LEGEND ® Temp Pvmt FINISHED HMA PAVEMENT O FINISHED STAMPED CONCRETE PAVEMENT ROAD WORK: THIS STAGE Temp RAILING ( TYPE K) • • CHANNELIZERS DOUBLE SIGN POST OR TYPE III BARRICADES cz> TRAFFIC DIRECTION A_=CDM aPor css,o APPROVED BY: �? f ONfARD NG 16767 - 05/20/13 6a •G/30/ZO15 a PREPARED BY: DATE CIVI AECOM CAL1rF, 901 VIA PIEMONTE, 5TH FLOOR -ONTARIO, CA 91764 D 0 20 40 80 SCALE:. 1" = 40' COUNTY OF RIVERSIDE STAGE CONSTRUCTION PLAN SHEET No. FRED WARING DRIVE c Sc_9 STAGE 2A "F" STA 63+50 TO "F" STA 77+50 SHEET 56 a 123 I- 'A.I 78+00 ._......_. _. _. _. _ _._... 9+Oo...._............... 3TYPE VII R/W ROAD 51 CLOSED .r;;; O Ln 00, TYPE 4II17. 3 TYPE IV x« • • - • • t14 • W 3 %'`' A — 112' [__'Z _ '-� - • • -..._8....00.—.._._..- F -CT - ._.._.82.z wARRAY 1TU21' 6 ED�1112 DETAIL 278ETAIL '28 �N DETAIL 38A -------------------------------------------------- , .: �LIf SIDEMnos eo T LANE R9-10 ONE R11-2 _, I vVj ' I CLOSED `�,`\ CLLOSEDOSED I ie ` I • J ;I I `,\ � i I R6-2 `\ E C30(CA) O I TYPE N(CA) s+DE•eEK aoscD I :: r ': i l i CNDSS HERE I I' ^ e 'ZROAD ROAD WORK R9-11(Rt)--��� WORN AHEAD AHEAD I � W20 -1E I I E W20-1 --r--------------------- ----, to i I� I EEFT UNE ' STOP I 1 la r 35 I NPH --- ---- -- W R1-1 W4-2(Lt) 200Lt13-1 0 0 W20-3—s3s FO 1¢ --------- ----------------------- I R3 - /' .. ...... '.. — _ ..l ...... —.— Fti F+ E V[ .. PE VI ._ _. .. .. ... ... ._ ... .... ... =D�0 in I., ........... 3 TYPE 'VI_� N ...............var ... __....._. -• 3 T.YP �.. ... ... 3..TY ..... _......................_�? ........ . ..... - -F LINE._....._._...... - -FRED .. W A R I M G..._D R---'- -....__.........................................................._...._......_.._...._._..__...-.__._..._................._...._............. - .._..- ca Z 85+00 - 86+00 87+00 88+00 ---'— - � 2 DETAIL 28 -- -'--' ._.._... ......... .._..,._.. ........ ONE..... ........... ._...... ...... ...... W = • � _.... ..._...... ....... WAY ......... ........ tn U p Qvar [Z> .. .. .. .................._ ._._......................_................ ----- E R6-2 .... _....._..............,.................._._........................_.........................__...---'--...__..._......._.........._........_.........__...,.................................... ........ ........_.... 2 DETAIL 27 2 DETAIL 36A __- 2 4" WHITE �R/W TYPE N(CA) 7I I END ROAD WORK G20-2 STAGE CONSTRUCTION NOTES Ell CONSTRUCT TEMPORARY PAVEMENT ❑2 INSTALL TEMPORARY STRIPING a3 INSTALL TEMPORARY PAVEMENT MARKING ❑5 CONSTRUCT PORTION OF DRAINAGE SYSTEM, SEE DRAINAGE PLANS ❑6 INSTALL TEMPORARY CRASH CUSHION O7 TEMPORARY MODIFY TRAFFIC SIGNAL, SEE SHEET TTS -04 PAVEMENT,CONTRACTOR SHALL ❑8 CONSTRUCT INTERSECTION MAINTAIN AT LEAST ONE LAST OPEN IN ALL DIRECTIONS LEGEND ® Temp Pvmt FINISHED HMA PAVEMENT FINISHED STAMPED CONCRETE PAVEMENT ® ROAD WORK: THIS STAGE Temp RAILING (TYPE K) • • CHANNELIZERS - �.alw DOUBLE SIGN POST OR TYPE III BARRICADES ADVANCE WARNING ARROW DISPLAY TRAFFIC DIRECTION ❑E EXISTING FROM LAST STAGE A ---CM ,,.r ES s, APPROVED BY: � N� C EDWARD NG n �c 1; 05/20/13 a• 6/30/2015 »D PREPARED BY: DATE Civl "c C,C.01OF, 9010VIA PIEMONTE. 5TH FLOOR ONTARIO, CA 91764 0 20 40 80 SCALE: 1" = 40' COUNTY OF RIVERSIDE STAGE CONSTRUCTION PLAN FRED WARING DRIVE STAGE 2A STA 77+50 TO "F" STA 91+50 SHEET No. �TfllffCl SHEET 57 of 1 2 3 ROAD WORK AHEAD I I 1 1 ii i i STOP �, m R1-1 < I C' ' i 7 = to I DETAIL 28 '_-_""_"'- 2 -"------ .:.. --.--CLOSECI DETAIL 38A ' 2 DETAIL I278 ... ``� •.: I 2 DETAIL ( 278 h .r;;; O Ln 00, TYPE 4II17. 3 TYPE IV x« • • - • • t14 • W 3 %'`' A — 112' [__'Z _ '-� - • • -..._8....00.—.._._..- F -CT - ._.._.82.z wARRAY 1TU21' 6 ED�1112 DETAIL 278ETAIL '28 �N DETAIL 38A -------------------------------------------------- , .: �LIf SIDEMnos eo T LANE R9-10 ONE R11-2 _, I vVj ' I CLOSED `�,`\ CLLOSEDOSED I ie ` I • J ;I I `,\ � i I R6-2 `\ E C30(CA) O I TYPE N(CA) s+DE•eEK aoscD I :: r ': i l i CNDSS HERE I I' ^ e 'ZROAD ROAD WORK R9-11(Rt)--��� WORN AHEAD AHEAD I � W20 -1E I I E W20-1 --r--------------------- ----, to i I� I EEFT UNE ' STOP I 1 la r 35 I NPH --- ---- -- W R1-1 W4-2(Lt) 200Lt13-1 0 0 W20-3—s3s FO 1¢ --------- ----------------------- I R3 - /' .. ...... '.. — _ ..l ...... —.— Fti F+ E V[ .. PE VI ._ _. .. .. ... ... ._ ... .... ... =D�0 in I., ........... 3 TYPE 'VI_� N ...............var ... __....._. -• 3 T.YP �.. ... ... 3..TY ..... _......................_�? ........ . ..... - -F LINE._....._._...... - -FRED .. W A R I M G..._D R---'- -....__.........................................................._...._......_.._...._._..__...-.__._..._................._...._............. - .._..- ca Z 85+00 - 86+00 87+00 88+00 ---'— - � 2 DETAIL 28 -- -'--' ._.._... ......... .._..,._.. ........ ONE..... ........... ._...... ...... ...... W = • � _.... ..._...... ....... WAY ......... ........ tn U p Qvar [Z> .. .. .. .................._ ._._......................_................ ----- E R6-2 .... _....._..............,.................._._........................_.........................__...---'--...__..._......._.........._........_.........__...,.................................... ........ ........_.... 2 DETAIL 27 2 DETAIL 36A __- 2 4" WHITE �R/W TYPE N(CA) 7I I END ROAD WORK G20-2 STAGE CONSTRUCTION NOTES Ell CONSTRUCT TEMPORARY PAVEMENT ❑2 INSTALL TEMPORARY STRIPING a3 INSTALL TEMPORARY PAVEMENT MARKING ❑5 CONSTRUCT PORTION OF DRAINAGE SYSTEM, SEE DRAINAGE PLANS ❑6 INSTALL TEMPORARY CRASH CUSHION O7 TEMPORARY MODIFY TRAFFIC SIGNAL, SEE SHEET TTS -04 PAVEMENT,CONTRACTOR SHALL ❑8 CONSTRUCT INTERSECTION MAINTAIN AT LEAST ONE LAST OPEN IN ALL DIRECTIONS LEGEND ® Temp Pvmt FINISHED HMA PAVEMENT FINISHED STAMPED CONCRETE PAVEMENT ® ROAD WORK: THIS STAGE Temp RAILING (TYPE K) • • CHANNELIZERS - �.alw DOUBLE SIGN POST OR TYPE III BARRICADES ADVANCE WARNING ARROW DISPLAY TRAFFIC DIRECTION ❑E EXISTING FROM LAST STAGE A ---CM ,,.r ES s, APPROVED BY: � N� C EDWARD NG n �c 1; 05/20/13 a• 6/30/2015 »D PREPARED BY: DATE Civl "c C,C.01OF, 9010VIA PIEMONTE. 5TH FLOOR ONTARIO, CA 91764 0 20 40 80 SCALE: 1" = 40' COUNTY OF RIVERSIDE STAGE CONSTRUCTION PLAN FRED WARING DRIVE STAGE 2A STA 77+50 TO "F" STA 91+50 SHEET No. �TfllffCl SHEET 57 of 1 2 3 W20 -5(L J------1---- 45+00 8>— W20 -1M' ' ij i L------------- \Z- L R/W FRED WARING DR- TEMPORARY STRIPING / FROM PREVIOUS STAGE --- ..... _...... _... --.._ ..... ........ ___...... ............ CHANNELIZERS FRppM' PREVIOUS" STAGE"(TYP)-.... _.._. . ............. --------------- LANE--------- ------ CLOSED ---------------------- - --- --- -------- r r i C30(CA) / r EXlet R3-7 r / ' i r ----------------------------------------------. i , r r LANE ' ..----.--: CLOSED TEMPORARY--STRII FROM PREVIOUS :7 ........... ?1. C30(CA)E HjSyr. t; -CHANNEL IZERS FRRpM PREVIOUS STAGE (TYP) R/,W s I - - - - - - l - - - - FRED WARING DR - - "F" LINEz: I I 0 DANE CQOSED W20 ----i- __—__—__— .:C.: LINE f r WORK � STOP AHEAD W20-1 E � o , n :'fir Tlj >I E = r 77. O U) + EO , Q U ~ N N � WW 2 W 2 J N A -E -COM ,OF ES ESS,O APPROVED BY: O N EDIIARD xc 05/20/13 ¢• �-6/70R015 as PREPARED BY: DATE CIVI AECOM ? Or c„01 901 VIA PIEMONTE, 5TH FLOOR ONTARIO, CA 91764 STAGE CONSTRUCTION NOTES ❑7 TEMPORARY MODIFY TRAFFIC SIGNAL, SEE SHEET TTS -05 LEGEND FINISHED HMA PAVEMENT FINISHED STAMPED CONCRETE PAVEMENT Temp RAILING (TYPE K) Temp RAILING (TYPE K) FROM PREVIOUS STAGE • • CHANNELIZERS DOUBLE SIGN POST OR TYPE III BARRICADES C::> TRAFFIC DIRECTION fl ADVANCE ARROW WARNING DISPLAY lfl EXISTING FROM LAST STAGE [1D0 TEMPORARY CRASH CUSHION 0 20 40 80 SCALE: I” = 40' COUNTY OF RIVERSIDE STAGE CONSTRUCTION I SHEET No. FRED WARING DRIVE SC -11 STAGE 2B "F" STA 40+75 TO "F" STA 63+50 SKEET 58 w 123 r ------------ r------------------ r------------------'+----------------- r-------------------r----------- I I I I I I I I I I I I I I TEMPORARY STRIPING I I I .FROM PREVIOUS STAGE k..ILu b , � R c:...... .. . �`� - - •<� . ,?',. ' cox- , .",; ,4`' � :•ir.:.,>. rt< . :�'`�1S . �. � . ,.. .,�(.1:0.;)x:.->.._.ta*.',�".z��;�� �.'K7s-=`;�X+.�.k...H �'„��.E.x��`r+i.,:',:;.2�ah,:r..:s:�-.��*.at�.`',en��:����vrz,�,..�v..v4,xM�,:�z+....sri,•":avxSiF���.���mr^.-:_✓'�.''.`�r1�i�i.](tOc)i.;�',., .sv� - - - ,�r�, '-c tea.- >: - '. nm-+,- .;nyi- • - - - ':a:°..- - -,,. _.,•<:� - Fae; - - - •ra` - - - �� F . On- WEIR ;�.,a*� ..5a "� v.k.._ :al?''.y, k�fi' � � s- ?`�•'� _ '. fr >' � '`�' 'rk:. .fir s ,.5, ie,. ,y. �z ,.c..(--. ,)� ��• �[^-'x''��s -.� � � ._�e,. ,>,a��k�-YL•.z•2_+�e'��"x=.,4• %��- i.-�a3�.. n."��� r-_ ..x �'�`,�N�xb` tnw'+'IDx. n .»?4w..-:a{� '+...,, � � u"�..-_,,'�. "E : M:-.<p•$!�� rk �..�,i'�,..++s.,,,�.,c;t.(11..,)-e.�.*t<.:. _ zd;.hy 'y w... - rx ��-'fx ,.,.;�-.x a.y-.,s,>::.0-.<... :3.s.x- _ _ 'xe� •s . nKG " cR_.=,'•:u;rr?". " t w... 'i�. - d::.v ��2s:;. \. A. _ `.. '.M;�= r�.i.,. _ : i>B'. ' s - ° K . -kr Y• �''`%, Vy.«., ..:.,.. .,eg.t7.�'.'�#?`s.•v `�' x 37,.t _ >•a: "`>. . '�' ` ' 4-:x..,y� rc. T... (12.:)`�C .:,f..u€:>.}aR�r€. °`' : '€1.. a, r,,: x :-' ,x- xo,':-,:x^ent", ,�a^C. 3`.��`:`+��,F;h,,ti:�arn`i ::::�4<.' r �r6x5... _».....±_z:Vtv,.._.z,.,. .1..-:.=iu? x•x ..c' -.'Rte:: �.3'�.<.c. s[<CF _,,.i s�.i"fo...--1}.. ......, r.. tc::Mr.�?� s....:.a. -.oar>+rs'u..ar_-M. _:.4i�,..: n,.. �Yr:SS_.5;,., tS'` .�.-'c _i xrPa4:�ac- --- ___- ___ - a• .v FRED WA N ,._v+.? z _.1,.._.. t~ �o# ?ea<r-r . <....'^=,. ^^..s._ - - .__.r,:�..,....•. - .._r_v '°sfi K£ k:+4� f r. a:r'ba'wYiY',.s�,k�,ce.£r Y'i. gy'�k"'''�* *yy..�'�/'r't"5 xj a�T ,JL• I: .(---------—------- - -- -------- --- ------ ----- - -- R/W w 7- 7 k --------- ----------------------l-- ---------------T-- O Ln O� W' F J `" o W J z J m Lu x W U Vl Q STAGE CONSTRUCTION NOTES O2 INSTALL TEMPORARY STRIPING ,❑3 INSTALL TEMPORARY PAVEMENT MARKING ❑5 CONSTRUCT PORTION OF DRAINAGE SYSTEM, SEE DRAINAGE PLANS LEGEND Temp Pvmt FROM PREVIOUS STAGE - EM FINISHED HMA PAVEMENT FINISHED STAMPED CONCRETE PAVEMENT ROAD WORK: THIS STAGE Temp RAILING ' (TYPE K ) Temp RAILING (TYPE K) FROM PREVIOUS STAGE C_-:> TRAFFIC DIRECTION .5Gj6 DOUBLE SIGN POST OR TYPE III BARRICADES coo I I I I I , I I I I I I Z"JxFtitQo' ...a:�.xx�.....(((•-t11•o12i -J.))>$v: 'y:..tb—<>;.,I,.,�?. .rr'_s_ „ —X�i. Y,a�`ss i✓ur:;�?..v:.'F.'.,i �tiKC... . .v' •.r.t`..rG+.`..,h:.r.c a`:" :[ ,,.nn.n �.t.2 .: y,,lNFr .kn...z.7w1.,:.,Jti u'a�'am�r .:caan.•"":— .x:c"•ec.Y^:". rs"..�'cA' x��.-x.'-�,,,-ir;�..aL3.;,•iY'r'rw'"v..,,`�.,v:i,;?„�cv,,'st,:xY:",•; .h,i>'` `, .. .as.:_�y7�,.t_".GS<S.-.�..a. :.'..,.:-1.?.-.-t0..,�<t-I,e:a30'T,-:,;�:;.i.�w- Yr$S.�.P.. ''1 -'E ,r,"'.�"-rIi.V......w•\.3. •.IrY.,�.om-.,.'.-,.•.;i.�'.'aR.. .._i.r.,,.i^..S' v... ` .. .�.•...•• z3;r.�-;...,..'nfi}..�,:. F<�.:t a'.:, •C :IJ�:F>4. 3_p�..:. " :'.:..I:,. k•',> F':.yF x •-L�ayw'at_r{I .1y4,N��k�^3vfi.aYaEx.s'`tS. "-D..,-..�.•":,'a`.,.itr7.x;.i:wc '.:+4'z,/i'+�i .v�.£'�.�.,::.to�-y.✓I:kTr{'c+�.' :r�,'vr}-VR23;x?�,u�:�,X.�aIta,t>`i.re.���,` �n.v .fi't. n$ray.Y•'a y.�S...`;.r!"%z.vra:.L•b •'.>'.`9.•�y��.4�r,nr,'ti»"ri i:�;..':.Ffi;.�',,�r''{4w;`..- .yt,``r.z.".,�:�.r's.-,r �:''t °,''��• ':ry_�-.'.rt�... k¢rz�,....�se E? ; .. .,: .". . `2,Yrii,iI . ys• Td-`d�'zma.�'`»'.la<n?-FJ •z:x.=-vet .mu>;'c.;x.>.s:.ys'.`vY:iv•k.t:,t_.,.Y rd, .; �.-`,:a� r`:'q- —c`�t<..�` ;__;2kl��"_'�t:tnr� 'y.1�i'a�?'rx> a?, zf". msr'`xk g:s_as�_ >x.a.�::?•r.._+ :x x.��srI,I1ffi '2o �s?x+„i'-,• ., ,-i::).)�C_?''.,rx z^ra `,-�:�,:`+.'S'r��t?'R"-Y„`"'';.:;K•r` -�'?•r-, -_.:°z+.,,`aY"',7.•r,`}��..-.,a.'�.•= . ' `xUJuZQ~trti-n"j uWxN-�- 1 W W U W x,% a�f RnY CONSTRUCT'ASAAST 3 4”WITE ORDER OF WORK 5 . ��o Dt11ARDz H. A_�CO M. - .. - 0 ,. 20 9- 0 80 SCALE:1" 40'STOP Ri-1 COUNTY OF RIVERSIDE STAGE CONSTRUCTION PLAN SHEET N PEVIOUS STAGE o.R3-z oQaESSroAPPROVED BY: FRED WARING DRIVE -12NSC 'I TEMPORARY STRIPING ORARY STRIPING TEMPFROM REVOUS STAGE k TEMPORARY USI ROM PREVIOUS ..........................-.................... .......... + Lo O +N R L) A3]z,, `ss :FREDDER > ..- 05/20/13 6• -6/70/2015 •a PREPARED BY: DATE STAGE 2B s civl �. AECOM "F" STA 63+50 TO "F" STA 77+50 SHEET 59 of 123 t v cat, 901 VIA PIEMONTE, 5TH FLOOR ONTARIO, CA 91764 - I ROAD WORK AHEAD (Y W20-1 E G ----�--------------------� r------=------------- I I I I C STAGE CONSTRUCTION NOTES STOP ' TEMPORARY MODIFY TRAFFIC SIGNAL Rl-1 0 0 I GEND LE .� TEMPORARY STRIPING + � I FROM PREVIOUS -STAGE I i; I O i Temp Pvmt FROM PREVIOUS STAGE D ___ ' TEMPORARY STRIPING ' ___._..R_�� it ' i CHANNELIZERS FROM FINISHED HMA PAVEMENT I FROM PREVIOUS STAGEI n ', _ I ` 1=J I PREVIOUS STAGE (TYP) .;Rw FINISHED STAMPED CONCRETE PAVEMENT 'xf O ,� ".....,... .. .. -- - -- --- -- - _ �� • • CHANNELIZERS 1 :: _.,_x'_,..: _' _ . MOM ro'taix _i..Y..ui..�"'..:' _ -e,�Yb'A4i�".is°:; <..�„,.�':.T:v Ln N+ _ .��x -".;.��-s" - �" DOUBLE SIGN POST OR TYPE III BARRICADES ?'tiz:r9'<..•"•.'v;:tnTp.�`1:0'�s .`�..,..`,�:>� `,. •'11' ' in V + TRAFFIC 0411419M -1 e ( ) t� •i �'" c a ,>, E ( )� ( or) vF- C�- IC DIRECTION EXISTING FROM LAST STAGE .:.. W �.� .. .. . .. rax. s..�.._.?: `fir ter..._ .(12') __.._.. N WW-----�-----—1—'--(----- - - - --- - -- — 3 z� 78+00 WAY w 9+00 80+0 8 00 "F LI 82 84+00 Z w UJ E I ED ARI01 DR �m ` -- - - - ------ - -�, �' FROM OPREVIOUS STRIPING STAGE _ FF .__ ...... _..... ................... .....- • .. —11 /W \. - ._.... ,.. -I TYPEN(CA) --- ROAD " , fI41Q� PfI ECLOSED -------------------------------------------------------------- '"'i ¢ ; R11-2 E 7 E R11-2 LANE I J .� I W iI I 1 WORK ROAD AHEAD WORK AHEAD p C E YY20-1 I -- — -- — -- — - ---------- W20-1 E— LEFT -- ---I� I CLOSED - AHEAD 3 5 STOP I� E W4-2(Lt) E W20 -5a E W13 -1R AD F WORK ' R1-1 ' I� AHEAD I I fid° a 350 350 350 E W20-1 I , -- — E ' �-_---- --- --- ---- —-------- -------------I---------------------------- ' CHANNELIZERS FROM , PREVIOUS STAGE (TY P) - .... !. .,..... �':c,S.�.ay.,ar��.?i..>,a�':F:t.. ._.., ...rr �c : .�. ,-•�..zi �.......E O (VOr)� 700 :.::... -..... .._..._... .....__... ........._ ......... ........... ........... _...... Q INE • ..... .... ..... - ' Wto ,,.....� ` .... ._� ...._... ___.. ' _ W — — r - �- — - • --- =-._ ..__............_.__.-_._. .. .. .. ... 89+00......-----' 90+00 91+00 OD z 85+00 86+00 87+00 QJ ..__ ...._... ....... .._ _..._ W�o MPORARY-STR1PiN _. _. .. _. _. _.. [WAl'._._.. ......_.._............FROM PREVIOUS STAGE - a --------------------------------------------- ---------------------------- ---------------------- - ----1--- --- R/W TYPE N(CA) %-_-- -------- --J=---- -------- \------------------------------------- --- -- END // /i \ SCALE: 1" = 40' ,rcueu Wuxe j E G20-2 i \ I COUNTY OF RIVERSIDE A --CW STAGE CONSTRUCTION PLAN SHEET No. paa css�D APPROVED BY: WHO H•`f FRED WARING DRIVE SWARD K. SC -13 05/20/13 atl _6/70/2015 »A PREPARED BY: DATE STAGE 2B s, CIv1AECOM . �u CA10�'F� 901 VIA PIEMONTE, 5TH FLOOR "F" STA 77+50 TO "F" STA 91+50 SHEET 60 or123 ONTARIO, CA 91764 - W20-1 k + 1 i ROAD WORK AHEAD ' W20-1nE -� 1 j � !� \`� / ' \�`\ `�\ it � ';� � - r • �------------ � I 1 1 }11 ----------------------L-----------------------------L---------------L------ R - -----`V-------------- ` TEMPORARY STRIPING FROM PREVIOUS STAGE - ---—--—--—--—--—--—--—--—--—--—--—--—--—--—--—--—--—--—--—--—--—--—--—--—--—--—--—-- ----------- ------------ -- : ' R/W _.._ _..._.. ... _.....__ .__� __.__a,..__-. __._.._. ..— .__._.__ _...... __. _..___... ..._.._.. ....._.. .. _... ._.._._._._-__....-._....__________..__._......_._..____ __...._......... ..................... .... _._......._..._--- ------------ _---------------------------- _... _..._......_.._...... ...... ....... ............ _.__._........ _.......... _..... ....... _... ... ..___..__........__...__...____ t .......... .--- -........ ......... 400.:.CHANNELIZER TAPER_... .---._. ...--- ......... ........ ._.. ..._. ----. ....... ... .. .... _ _ - _— t ' = " LO LANE CLOSED �,.,, ........... _. ...... ............ .... _..... _.-...._ ............ ........... FRED WARING DR- ... ......... ..... N..– ............F Ian I~i :, LINEC30(CA).....E. i , J ---------------- ------ - ----- -- '------ — +----- I----- F---- f--- I --�-- --- ��o. u~i3 _ ---1 ��, _. • ._... _- _ -46+0 ... .47+00..___....----;.....,..._....__.__...._. _ 48+00— 5 52+00 - — - -- — - — I - - — - — — - — - O ..._-- ----. ....... _.. ........ ------io • ....:._.....• J -.._....._......_..._____......... -----........_ ..._.... ......._. .._...................._.._......__..._...._._..:._._.._.._._..._.........._....__.._..----.....__.__...._._...._.._._..-------.........._.__._... - -- D TAIL I24 LtJ .. _ ..._..._......_ ....... --- .._. ............. b o 13'b0 F .... ..-. _..__. E — ----------------------------------------------------- . TAIL�B 2 _..._.._....._...- - D - DETAIL 38A 2 -------------- R/W 4 4 .\ :,A4:''L1NE '................ :/. R/W I I I I I I I I I lmi LANE I I; I• E I I I I I I I fCLOSED _ I 1 E 4-2(Lt) 1 ' ' ' ' ' + /COVER R3 -7t C30(CA) E i 1 1 1 1 1 1 1 1 ROAD I I WORK AHEAD W20-1 I r—__—__—__—__—__—____-------__-----T__—__—__—__—__—____—__—__—__—__—____—__—__—__—__—_r__—__—__—__—__--_ - ' ^c^ LINE / ? W i � 1 � a -' I I I ,1 1 1 i , ... .......... 1 i to I I I I; 1 J. ,_...___.._._ •: ! �F' EMPORARY STRIPING. ' _ '"� TAIL 4 R3-2 10 ROM PREVIOUS STAGE I, I' '.i< _ ...............".-:€I 2 PRE i, _.... ....: r. .:.....�:. + i '` ... - .. .......... ..- �•• 2 2 DETAIL 8 :. R/w 1\ __Ln Ln- I 10 I -----------------�------ R/W '1' ONE NAY i R6-2 % % TYPE N(CA) Aa— QOM oPa Ls:,o APPROVED BY: O H f _ mrARD NG L -��05/20/13 6a 6/!0-15 uD PREPARED BY: DATE CIVI AECOM � a• mild#' 901 VIA PIEMONTE, 5TH FLOOR ONTARIO, CA 91764 STAGE CONSTRUCTION NOTES ❑2 INSTALL TEMPORARY STRIPING F21 INSTALL TEMPORARY PAVEMENT MARKING E4 REMOVE EXISTING CONFLICTING STRIPING /MARKING 10 CONSTRUCT PAVEMENT OVERLAY LEGEND FINISHED HMA PAVEMENT FINISHED STAMPED CONCRETE PAVEMENT ® ROAD WORK: THIS STAGE • • CHANNELIZERS .a.& DOUBLE SIGN POST OR TYPE III BARRICADES E---_> TRAFFIC DIRECTION I ADVANCE ARROW WARNING DISPLAY EE EXISTING FROM LAST STAGE 0 . 20 40 80 SCALE: 1" = 40' I COUNTY OF RIVERSIDE STAGE CONSTRUCTION FRED WARING DRIVE SHEET No. SC -14 STAGE 3 "F" STA 45+25 TO "F" STA 63+50 SHEET 61 OF 123 - _ • • • • - — — - — — - — — - - > Q w co 1+00,> ,"^.62+00 Zw w J N = NF 12'b O 12'=> =w FRED WARING DR �� a 2. OET'aIC_...24_......2 OETnIL;_g.......... ... _.............. ........ ---.......... ----.................. .... ........... ...... ._...._...._.... _.�.......... ......_.....-----........................._._..,__..—.._ I 10 I -----------------�------ R/W '1' ONE NAY i R6-2 % % TYPE N(CA) Aa— QOM oPa Ls:,o APPROVED BY: O H f _ mrARD NG L -��05/20/13 6a 6/!0-15 uD PREPARED BY: DATE CIVI AECOM � a• mild#' 901 VIA PIEMONTE, 5TH FLOOR ONTARIO, CA 91764 STAGE CONSTRUCTION NOTES ❑2 INSTALL TEMPORARY STRIPING F21 INSTALL TEMPORARY PAVEMENT MARKING E4 REMOVE EXISTING CONFLICTING STRIPING /MARKING 10 CONSTRUCT PAVEMENT OVERLAY LEGEND FINISHED HMA PAVEMENT FINISHED STAMPED CONCRETE PAVEMENT ® ROAD WORK: THIS STAGE • • CHANNELIZERS .a.& DOUBLE SIGN POST OR TYPE III BARRICADES E---_> TRAFFIC DIRECTION I ADVANCE ARROW WARNING DISPLAY EE EXISTING FROM LAST STAGE 0 . 20 40 80 SCALE: 1" = 40' I COUNTY OF RIVERSIDE STAGE CONSTRUCTION FRED WARING DRIVE SHEET No. SC -14 STAGE 3 "F" STA 45+25 TO "F" STA 63+50 SHEET 61 OF 123 0 Ln Q + M I t0 UQ N~ F N LL, w W 2 ?E „y V1 J w= WU N F a 0 1: =o �a F W 0>w EDZ Q J L11:1 W U VII - Q i STAGE CONSTRUCTION NOTES ------------------r--=---------------r------------------r---- r M2 INSTALL TEMPORARY STRIPING I I r I I I I I I I I I I r r j Temp STRIPING '� --- ------ 2 DETAIL 8 FROM PREVIOUS STAGE r 1 ' - -- --- ........... - - --...-----... ___..__....-'--.._......... -- ...... ------.._..__-.----' .....---'-- : j 4 EI i `k O FINISHED STAMPED CONCRETE PAVEMENT :a �,rr• Y" t � �u.,��'-i'rn •'a'S a'A-.-_. y'. p '`'" SSL.^3fe.rf'•T�is �+'_�'Ci :'b� : ��rV) „�.:i.�' sr,.'} Y�„��SS.At�.v� sg,,.:"'6'� J v.•�.F'.4r(f ���.`«l�x:5t<s� . ,1._.,HYEc�«.��� #'- �? y,, 14-119-11 ..,... .'e"�"�; µT�,y`� ?"`. �' �� '. �,,. ' ".� "'' � i•%2Yyth :a-' q v"4 . �,',` •���'n. :':� �,IId: E �+xiT\ ���v�, •,s,zFR�ED,,, WAR_IN �G DRZ��a:cQ.�`"vck,:.,�':�=���cE:���,.,��:3,�`��•��:�.#�tt�,G�>: mn?yf <2..n{i F' ': .�S u% i .'.MY.:±.�`^e V: `&. ✓I 4i• . �4=\l'. k 4R . .A�i?:;�.'f.4...;.a a�.'». <� �;��YS"i `_ :,.,. p�.'....,L;- �xwitn n1t?�.' �x�.�s�'u�'U �ca_T_�a.�i":n�.�!. Jz:{rog w�a�.'.�� ..s �:F`�.� �•�,�..',fe�d�'i `:��,;�'�32��?�.•`.�.�.: $c..�1£�h. �;`kxG'��fiy�'�i1?�r.;'t&�, , [=> TRAFFIC DIRECTION r w w < J 12'=> owar�,,,:�.,y%=iyi.kt•, �.�. rn �i�k�'� �8 2. C'a '�i�, •'S'$: � -�..,..:.. .-�.•r_.:—x,,:..:.. _� y„^_`•\ h$i ���y d�.y:w`j.:�j�„ �3 Q-"""„�t.4. '`"d" >yn�"^e, .. �„�.;� s---�;�u�-'--.Y--:-'tib_ ,:.�i"�.^t/.�A..-:s�r:?".'3fJ'�&x'nN1C.yN 'xy.. .rk.._a"_�,3« _ �.....-........-•-+::: ._ -:.'—. ',�,....., .. _ .,.z. _ .-. �".,.F; `.��� f 40 .80 - --T-- 10 SCALE: 1" = 40' I' COUNTY OF RIVERSIDE : STAGE CONSTRUCTION NOTES ' M2 INSTALL TEMPORARY STRIPING F4 REMOVE EXISTING CONFLICTING STRIPINGWARKING 10 ,-CONSTRUCT PAVEMENT OVERLAY LEGEND FINISHED HMA PAVEMENT `k O FINISHED STAMPED CONCRETE PAVEMENT - ® ROAD WORK: THIS STAGE ' o • • CHANNELIZERS Lo W 0 1- [=> TRAFFIC DIRECTION r w w < J V) 3 � w Z W J CD . Lu 2w - 40 .80 U V1 H Q W `k w W . 0 20 40 .80 -- SCALE: 1" = 40' COUNTY OF RIVERSIDE A=ECW STAGE CONSTRUCTION PLAN SHEET No. ' ..APPROVED VpOWESS/ONa BY: -. - ems° FRED. WARING DRIVE SC -15 - ¢• 05/20/13 • , _ - ' _6/70!!015 sA PREPARED BY: DATE STAGE 3 ,, c1V1 �. ra CAErrd` AECOM 901 VIA PIEMONTE, 5TH FLOOR ''F" STA 63+50 TO "F" STA 77+50 ::MEET 62 of 123 _ ONTARIO, CA 91764 I i i r Exist Temp STRIPING i I rFROM PREVIOUS STAGE r-F21DETAIL 8 i I a or u O M)N -- -\` U � ui Zlu 0 i I I i I I i i 24 I a II � r R/w ,ry � DETAIL 278 I f� 78+00 DETAIL 38AEF 2 DE([AIL 8 R/W - TAIL 24 LANE )P) 0m 11'� W N w a� J W U Nf Varma .. I TYPE IVD3_-f 80+0 CLOSED I J STOP • • . 8 • C30(CA) R1-1 ffif FE I AHEAD R3 Q I¢ ----P -2-E STOP IQ w -O ....... _ ... _. ........ ........ .._.. I I olD~c + 0 3 TYPE IV DETAIL 24R 1W Iia I' i ------- - )P) 0m 11'� W N w a� J W U Nf Varma .. I TYPE IVD3_-f 80+0 3 nmE IV FRED WARING DR — 2 DETAIL r----------------------------------- ----------- 30 ---------- 3U1ry.A' I� ) CLOSED ' C30(CA) jl ' AHEADROAD `\ WORK E W20-1 DETAIL 8 ; , DETAIL 24 VARC� - tn _ Ln + iv co LL w -----.:vL:—:—._..�_------A-- Vy zw W J _.... ..... _...--- -- -- -j m 11'[� ) varb L) V) F 2 DETAIL 24 TA -------------------------------- - � r- i DETAIL 38A i I a (TYPE IV 2 8" WHITE --- ------------------=------------- -- 2 DETAIL 8 ' >�.------- -- ------ FRED WARING DR0 _:. ............_. �3 4 -` 10 ' .. .. ro— • • • • • . • • • • • • J 675'CHANNELIZER TAPER _ m U • •-_-...._.•........_..._._.•..__..__..- L '— —' ----- 1------ i i - .. �_.. _. _._-...—_-:..._.........._ _..._. _... + — . .... ..... ......_ ....._......_. _......_ . 8+00-'-'--'- _ ---- ._ _ .........._ . _. _._. _ .. ..............._.._....._........_......._.....__ ......_....._....••.._._._..................+...__..............__.._..............2+00_1..._......_...._........ 90 N r .................. ............._ 16 -0 _•. 87+00 ......._• • • . 8 • ROAD WORK 450'CHANNELIZER TAPER AHEAD - W20-1 E --T------------------- i STOP ---- w -O ....... _ ... _. ........ ........ .._.. i R1-1 EE A,Q I l+ _ 2 DETAIL 38A R3-2 E I I� p 2 DETAIL ZTB 4 3, 0 I 10 o 3 nmE IV FRED WARING DR — 2 DETAIL r----------------------------------- ----------- 30 ---------- 3U1ry.A' I� ) CLOSED ' C30(CA) jl ' AHEADROAD `\ WORK E W20-1 DETAIL 8 ; , DETAIL 24 VARC� - tn _ Ln + iv co LL w -----.:vL:—:—._..�_------A-- Vy zw W J _.... ..... _...--- -- -- -j m 11'[� ) varb L) V) F 2 DETAIL 24 TA -------------------------------- - � r- i DETAIL 38A i I a (TYPE IV 2 8" WHITE --- ------------------=------------- -- 2 DETAIL 8 ' >�.------- -- ------ FRED WARING DR0 _:. ............_. �3 4 -` 10 ' .. .. ro— • • • • • . • • • • • • J 675'CHANNELIZER TAPER _ m U • •-_-...._.•........_..._._.•..__..__..- L '— —' ----- 1------ i i - .. �_.. _. _._-...—_-:..._.........._ _..._. _... + — . .... ..... ......_ ....._......_. _......_ . 8+00-'-'--'- _ ---- ._ _ .........._ . _. _._. _ .. ..............._.._....._........_......._.....__ ......_....._....••.._._._..................+...__..............__.._..............2+00_1..._......_...._........ 90 N r .................. ............._ 16 -0 _•. 87+00 ......._• • • . 8 • • - • • ' 450'CHANNELIZER TAPER w w _ - "F" LINE w -O ....... _ ... _. ........ ........ .._.. ........... _......... ......_ _.......... ...-....... .......... _..,....... _...... ............ ........... ........... w N 2 ETAIL 24=>F .... ........................................ ............... ........ ... ........_.........._.................................... .......... ... ........ .._.................. ........ ........ .... .. ........_............. ........... _......._... .... ... ....... ... ...._............................_..................................... _........._........._........_.......................__.........._..__...... ¢ 1' DETAIL 8 -----\ --- ------/---J----- -----;------ ------------------- ------------ --- / / i i '\ `\ Exn i LANE CLOSED IN, I ROAD WORK G20-2 , , C30(CA) I \I I , I STAGE CONSTRUCTION NOTES E2 INSTALL TEMPORARY STRIPING ❑3 INSTALL TEMPORARY PAVEMENT MARKER �4 REMOVE EXISTING CONFLICTING STRIPING/MARKING 10 CONSTRUCT PAVEMENT OVERLAY LEGEND Temp Pvmt FROM PREVIOUS STAGE FINISHED HMA PAVEMENT O FINISHED STAMPED CONCRETE PAVEMENT ® ROAD WORK: THIS STAGE • • CHANNELIZERS DOUBLE SIGN POST OR TYPE III BARRICADES �. TRAFFIC DIRECTION ADVANCE WARNING ARROW DISPLAY 1`I EXISTING FROM LAST STAGE A=C�O,IN opa Css,o APPROVED BY: p 1'a f EDWARD NG 05/20/13 PREPARED BY: DATE sr civl �. AECOM �a-CAll' 901 VIA PIEMONTE, 5TH FLOOR ONTARIO, CA 91764 0 20 40 80 SCALE: 1" = 40' COUNTY OF RIVERSIDE STAGE CONSTRUCTION PLAN I SHEET No. FRED WARING DRIVE I SC -76 STAGE 3 "F" STA 77+50 TO "F" STA 93+50 SHEET 63 of 123 0 W I o Q z _Q � J a H � W i AHEAD aos�o i. W i W20-5(Lt) I 35 -j '� 2 DETAIL 38A 2 DETAIL 8 4 - NPH Q W13-1 V 4 -------------- ------------ -----------------------L--------------------- I—--....._..._.:_.....-- -......_...._................ _........ _._.......... .._.._..-- ....--..__...... ....... ----... _._................. _............. _.__........ ............................. --.... -....... _..--..................... _..... _........... .......... ..... _......... _..... _.............. _._......... .._.-----.... ... _....................... .... ................ .......... ......... - ....... _........... ..... _...__...... Lo a --- --... - ----- --- .. ....... - - - - _. - -- aF a FRED WARING DR _W F- N --- -- - --- - — --- -- - - - _ . _ . a Q ujw=z '- -94 0......---------------.._.._.95+00......_.._._.._._..._........_..__........._.._......_....96+OA--......._.._-...__.._....._.._._...................97+00......._...__.._ .��F��-LINE......_......._98+00-....._.._..._..---._.......:......._........._.,...........99+00.--..._...........-----..........................._..100+00................._...._.........._....._.._.__...-....._..1.01_+00---._...._........_...._. v�p ln_j Zm W = C� WL) _...._.. ............ .__._ .__...... _.._.... ........... .......... __...._. .. ___ __ __... .. .. . _ _ J W Na �` UN Q W4-2(Lt) STAGE CONSTRUCTION NOTES ❑2 INSTALL TEMPORARY STRIPING ❑4 REMOVE EXISTING CONFLICTING STRIPING/MARKING LEGEND C> TRAFFIC DIRECTION 0 20 40 80 SCALE: 1” = 40' COUNTY OF RIVERSIDE A= -COM STAGE CONSTRUCTION PLAN' SHEET No. "OFESSIO APPROVED BY:. ' FRED WARING DRIVE E9D MM NG_ SC -17 '" o �c✓ �.-�` 05/20/13 ' atl 6 15 as PREPARED BY: DATE STAGE 3 CIVIF. AECOM fi Fm CALI"901 VIA PIEMONTE, 5TH FLOOR "F" STA 93+50 TO "F" STA 106+50 SHEET 64 of 123 ONTARIO, CA 91764