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ENC2023-0039 TCP003GENERAL NOTES SUPPLEMENT: LA OUINTA 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS (2018 EDITION), THE GREENBOOK AND CITY OF LA QUINTA STANDARD PLANS AND SPECIFICATIONS (LATEST EDITIONS) AND AS DIRECTED BY THE CITY ENGINEER. 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL SUBSTRUCTURES PRIOR TO DOING WORK THAT MAY DAMAGE OR INTERFERE WITH SUCH FACILITIES ("UNDERGROUND SERVICE ALERT" - DIAL 811). CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL AFFECTED AGENCIES AND UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DETAILED TRAFFIC CONTROL PLANS FOR ANY LANE CLOSURES ASSOCIATED WITH THE CONSTRUCTION. 5. CONTRACTOR SHALL PROVIDE CITY AND CVAG WITH SHOP DRAWINGS/CUT SHEETS OF ALL NEW TRAFFIC SIGNAL/COMMUNICATION EQUIPMENT FOR REVIEW AND APPROVAL PRIOR TO ORDERING. 6. WHERE DAMAGE IS CAUSED BY THE CONTRACTOR'S OPERATIONS, THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED FACILITIES PROMPTLY IN ACCORDANCE WITH STANDARD SPECIFICATIONS AT NO COST TO THE CITY AND CVAG. 7. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE PRECISE FIELD LOCATIONS OF ALL PROPOSED TRAFFIC SIGNAL AND COMMUNICATION EQUIPMENT, INCLUDING CONDUIT AND PULL BOXES, PRIOR TO INSTALLATION. 8. ALL LANDSCAPING AND IRRIGATION SYSTEMS WHICH ARE DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED IN -KIND TO THE SATISFACTION OF THE CITY, CVAG, AND THE PROPERTY OWNER. 9. ALL AFFECTED SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE PROTECTED AND/OR REPLACED IN -KIND, AT NO COST TO THE CITY, IN ACCORDANCE WITH THE CALTRANS STANDARD PLANS AND SPECIFICATIONS AND THE LATEST EDITION OF THE CALIFORNIA MANUAL UNIFORM ON TRAFFIC CONTROL DEVICES (CAMUTCD). 10. A 1' X 4" CONCRETE SLAB SHALL BE PLACED AROUND EXISTING AND PROPOSED PULL BOXES INSTALLED IN UNIMPROVED AREAS. 11. POTHOLING REQUIRED FOR UTILITIES SHOWN OR NOT SHOWN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COST BE INCLUDED IN THE CONTRACT BID PRICE. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS. THE CONTRACTOR SHALL VERIFY DEPTH OF ALL UTILITY CROSSINGS UNDER ROADWAY AND SIDEWALK/PARKWAY. 12. ALL SIDEWALK, ADA ACCESS RAMP, CURB, GUTTER, AND PAVEMENT DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND IN ACCORDANCE TO THE CITY REQUIREMENTS. THE REMOVAL LIMITS SHALL BE OUTLINED AND ACCEPTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO REPLACEMENT. 13. ALL SALVAGED MATERIAL SHALL BE DELIVERED TO THE CITY YARD UNLESS OTHERWISE INDICATED. ANY SALVAGED FIBER OPTIC CABLE SHALL BE PROPERTY OF THE CONTRACTOR AND NOT RE -USED OR RE -SPLICED ON THIS PROJECT. 14. THE CONTRACTOR SHALL PROVIDE SYSTEM INTEGRATION AT LOCATIONS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH, INSTALL, AND TEST REQUIRED COMMUNICATION EQUIPMENT IN ORDER TO PROVIDE A COMPLETE FUNCTIONAL ETHERNET IP TRAFFIC NETWORK SYSTEM WITH MINIMUM DISRUPTION TO THE EXISTING COMMUNICATION SYSTEM. 15. CONTRACTOR SHALL ARRANGE TO HAVE A QUALIFIED TECHNICIAN TO WORK ON THE ETHERNET IP COMMUNICATIONS SYSTEM EMPLOYED BY THE MANUFACTURER OR HIS REPRESENTATIVE, PRESENT AT THE TIME THE SYSTEM IS TURNED ON AND AVAILABLE DURING THE TESTING BURN -IN PERIOD. 16. CONTRACTOR SHALL PROTECT IN PLACE EXISTING FIBER OPTIC COMMUNICATION CABLE DURING CONSTRUCTION AT ALL TIMES. 17. CONTRACTOR SHALL REPLACE THE COMPLETE SIDEWALK PANEL WHEN ANY CONSTRUCTION INSTALLATION WORK AFFECTS THE EXISTING SURFACE. NEW SIDEWALK SHALL MATCH EXISTING CONDITIONS. 18. THE PERMITTEE SHALL NOT ENCROACH UPON PRIVATE PROPERTY WITHOUT PRIOR APPROVAL (SUBMIT TO THE PUBLIC WORKS DEPARTMENT, ATTENTION TO THE ASSOCIATE ENGINEER) OF THE PRIVATE LAND OWNER WHOM IS BEING ENCROACHED UPON. 19. WORK WITHIN 500 FEET OF A SIGNALIZED INTERSECTION SHALL BE PERFORMED BETWEEN THE HOURS OF 9 A.M. - 3 P.M. ONLY. TRAFFIC CONTROL SHALL BE SET UP AFTER 9 A.M. AND REMOVED BEFORE 3 P.M. THE PERMITTEE SHALL CONTACT THE RIVERSIDE COUNTY TRAFFIC SIGNAL MAINTENANCE DEPARTMENT AT (951) 955-6894 AND THE CITY OF LA QUINTA AT (760) 777-7097 IF SIGNAL OPERATION AT THE INTERSECTION IS TO BE ALTERED IN ANY WAY. 20. WORK WITHIN 500 FEET OF ANY DESIGNATED SCHOOL ZONE SHALL BE PERFORMED BETWEEN THE HOURS OF 8 A.M. - 1:30 P.M. TRAFFIC CONTROL SHALL BE SET UP AFTER 8 A.M. AND REMOVED BEFORE 1:30 P.M. NOTICE TO THE CONTRACTOR: THE CONTRACTOR SHALL PRIOR TO STARTING CONSTRUCTION UNCOVER ALL UTILITIES THAT HE MAY BE CROSSING, OR PARALLELING TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION. OTHERWISE THE CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR ANY REPLACEMENT, RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION RELATED UTILITY CONFLICTS. CONSTRUCTION CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THE REQUIREMENT SHALL CONTINUE CONTINUOUSLY, NOT LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. CV((('*0)))SYNC KEEPING THE COACHELLA VALLEY MOVING FRED WARING DR 072 VICINITY MAP 073 074 r — 108- 1 107- 1 540 - 104 264 A 265 U) -110 Q 0 Q Q a 075 z — - 076 0 079 �109 440 J -106 -105 w = O w 101 0 co w TMC 441cn 103 � 541 102 AVENUE 52 LEGEND (THIS SHEET): O PHASE I PROJECT TRAFFIC SIGNAL PHASE II PROJECT TRAFFIC SIGNAL ® WORK ZONE PROJECT LIMITS Tf f ■ ■ CITY BOUNDARY CITY HALL CITY YARD/MAINTENANCE YARD 111 - 344 080 AVENUE 48 343 342 PRIMARY ARTERIAL SECONDARY ROADWAY TRAFFIC OPERATIONS CENTER (BACK-UP RTMC) 10 WORKING HOURS AGENCY WEEKDAY WEEKEND NIGHTTIME OTHER CITY OF LA QUINTA OCTOBER 1ST OCTOBER 1ST NIGHTTIME LANE WORK SHALL BE THROUGH APRIL THROUGH APRIL 30TH: CLOSURES ARE NOT PROHIBITED ON LEGAL SATURDAY, 8:30 A.M. 30TH: MONDAY ALLOWED. HOLIDAYS AND THROUGH FRIDAY, TO 4:30 P.M. SUNDAYS. 8:30 A.M. TO 4:30 P.M. MAY 1ST THROUGH SEE GENERAL NOTES SEPTEMBER 30TH: 19. AND 20. (SEE MAY 1ST THROUGH SATURDAY, 8:30 A.M. LEFT) FOR ADDITIONAL SEPTEMBER 30TH: TO 4:30 P.M. WORK HOUR MONDAY THROUGH RESTRICTIONS. FRIDAY, 8:30 A.M. TO 4:30 P.M. AGENCY MORATORIUMS TRAFFIC SIGNAL SHUT DOWNS CITY OF LA QUINTA CONTACT AGENCY FOR TRAFFIC SIGNALS SHUTDOWNS WILL REQUIRE MORE INFORMATION. CITY'S APPROVAL AND A TWO —WEEKS NOTICE BY THE CONTRACTOR PRIOR TO ANY SHUTDOWN OF THE TRAFFIC SIGNALS. TRAFFIC SIGNAL SYSTEM SHUTDOWNS SHALL BE LIMITED TO PERIODS BETWEEN THE HOURS OF 9:00 A.M. AND 4:00 P.M. IF THE TRAFFIC SIGNALS ARE TO OPERATE IN ALL RED FLASHING MODE. OTHERWISE, TRAFFIC SIGNAL SYSTEM SHUTDOWNS SHALL BE LIMITED TO PERIODS BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. MONDAY THROUGH THURSDAY. SHEET INDEX: N0. AGENCY DESCRIPTION SHEET No. 6 LA QUINTA TITLE SHEET LQ-001 LA QUINTA GENERAL NOTES, SHEET INDEX, & LEGEND LQ-002 PROJECT LOCATION: MAIN STREET MINOR STREET/STREET SEGMENT SHEET No. FRED WARING DRIVE PALM ROYALE DRIVE LQ-003 FRED WARING DRIVE STA. 334+00 TO 352+00 LQ-004 FRED WARING DRIVE ADAMS STREET LQ-005 FRED WARING DRIVE STA. 370+00 TO 386+50 LQ-006 FRED WARING DRIVE DUNE PALMS ROAD LQ-007 FRED WARING DRIVE STA. 406+00 TO 413+00 LQ-008 JEFFERSON STREET POMELO/POMELO VERANO DRIVE LQ-009 JEFFERSON STREET AVENUE 50 LQ-010 JEFFERSON STREET STA. 52+00 TO 62+00 LQ-011 JEFFERSON STREET AVENUE 48 LQ-012 JEFFERSON STREET VISTA GRANDE LQ-013 JEFFERSON STREET STA. 117+00 TO 126+00 LQ-014 AVENUE 48 WASHINGTON STREET LQ-015 AVENUE 48 ADAMS STREET LQ-016 AVENUE 48 DUNE PALMS ROAD LQ-017 AVENUE 48 STA. 83+00 TO 94+00 LQ-018 AVENUE 50 EISENHOWER DRIVE LQ-019 AVENUE 50 STA. 28+00 TO 48+00 LQ-020 AVENUE 50 WASHINGTON STREET LQ-021 AVENUE 50 PARK AVE LQ-022 AVENUE 50 STA. 89+00 TO 110+00 LQ-023 AVENUE 50 STA. 110+00 TO 131+50 LQ-024 AVENUE 50 STA. 131 +50 TO 1 54+50 LQ-025 AVENUE 50 STA. 154+50 TO 177+50 LQ-026 AVENUE 50 WASHINGTON STREET LQ-027 DETAIL SHEETS: DESCRIPTION SHEET No. A. TYPICAL RIGHT LANE CLOSURE - NEAR SIDE OF INTERSECTION LQ-028 B. TYPICAL RIGHT LANE CLOSURE - FAR SIDE OF INTERSECTION LQ-029 C. TYPICAL LEFT LANE CLOSURE - NEAR SIDE OF INTERSECTION LQ-030 G. TYPICAL RIGHT TURN POCKET CLOSURE LQ-031 H. TYPICAL LEFT TURN POCKET CLOSURE LQ-032 I. TYPICAL RIGHT/BIKE LANE CLOSURE - NEAR SIDE OF INTERSECTION LQ-033 J. TYPICAL RIGHT/BIKE LANE CLOSURE - FAR SIDE OF INTERSECTION LQ-034 K. TYPICAL RIGHT LANE, BICYCLE LANE AND GOLF CART LANE CLOSURE LQ-035 P. TYPICAL RIGHT LANE CLOSURE - AT MID BLOCK LQ-036 BICYCLE LANE DETOUR FOR AVENUE 50 LQ-037 COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/o/V 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS p. DOR4 F 78-495 Calle Tampico Traffic + ITS + Communications + Civil + Electrical �� Oo tic ca 73-710 Fred Waring Drive ( ) o1 ti _ La Quinta, CA 92253 COVER SHEET KIIOW Wh1t'S bPiIOW■ Suite 200 Tel: 949 861-4999 W ' No. 74405 m Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 LQ-001 Irvin CA 92620 www.advantec-usa.com '� REV. DESCRIPTION BY: APP VD: SHEET 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O c BRYAN McKINNEY, P.E. DATE CVAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R.C.E. PUBLINo.KS 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF CONSTRUCTION STAGE AND TRAFFIC HANDLING GENERAL NOTES 1. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO THE LATEST EDITIONS OF CALTRANS STANDARD PLANS AND SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) FOR REDUCTION OF TRAVEL WAY ON ANY STREET. 2. LANE CLOSURES SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY ENGINEER. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A PUBLIC STREET TO INSTALL AND MAINTAIN CONTROL DEVICES AS SHOWN HEREON, AS WELL AS ANY SUCH ADDITIONAL DEVICES AS MAY BE REQUIRED TO INSURE THE SAFE MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH OR AROUND THE WORK AREA. ALL TRAFFIC CONTROL DEVICES 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. 4. ALL EXISTING SIGNING NOT IN CONFORMANCE WITH THE DETOUR PLANS SHALL BE COVERED FOR THE DURATION OF THE DETOUR. ALL SIGN COVERS PLACED OVER EXISTING SIGNING SHALL BE COMPLETELY REMOVED WHEN DETOUR IS NOT IN USE. ALL DETOUR SIGNING SHALL BE COVERED WHEN DETOUR IS NOT IN OPERATION. 5 ANY PAVEMENT MARKINGS AND STRIPING DAMAGED AND/OR BADLY WORN DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR. ALL EXISTING FACILITIES INCLUDING SIGNING, STRIPING, MARKINGS, MARKERS AND SIGNALS SHALL BE RESTORED TO THE ORIGINAL CONDITION AND/OR LOCATION AT THE END OF THE CONSTRUCTION PERIOD FOR EACH STAGE. 6. A MINIMUM FIVE FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN ANY OPEN EXCAVATION AND THE ADJACENT MOVING TRAFFIC LANE. NO OPEN TRENCH ADJACENT TO A TRAFFIC LANE SHALL EXCEED 300 FEET. TEMPORARY CONCRETE BARRIER (TYPE K PER CALTRANS STANDARD PLAN T-3) SHALL BE USED WHENEVER SHOWN ON THE PLANS. THE C27(CA) "OPEN TRENCH" SIGN SHALL BE UTILIZED WHENEVER AN OPEN EXCAVATION AREA EXIST ADJACENT TO THE TRAVEL WAY. 7. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF THE BUS ROUTES AND BUS STOPS WITH THE SUNLINE TRANSIT AGENCY STAFF THREE WEEKS IN ADVANCE OF CONSTRUCTION ACTIVITY AFFECTING BUS STOPS. 8. THE CONTRACTOR SHALL PROVIDE SAFE AND CONTINUOUS PASSAGE OF LOCAL PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES. 9. SINGLE LANE CLOSURE TRAFFIC CONTROL DEVICES SHALL CONFORM TO CALTRANS STANDARD PLAN NO. T11. 10. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGN(S) SHALL BE AS DIRECTED BY ENGINEER BASED ON CONSTRUCTION CONDITION. 11. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE BY USE OF FLAGGER AND APPROPRIATE SIGNAGE AS DIRECTED BY ENGINEER. 12• TRAFFIC CONES FOR NIGHTTIME USE SHALL BE INTERNALLY ILLUMINATED OR BE PROVIDED WITH 13" REFLECTIVE SILVER SLEEVE. 13. CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL AND TEMPORARY SIGNING UPON COMPLETION OF DAILY CONSTRUCTION, AND RESTORE SIGNING AND STRIPING, TO CONDITIONS SHOWN AS EXISTING. 14. SEE CALTRANS STD. PLANS A20 (A—D) & A24 (A—E) FOR STRIPING DETAILS. SEE CALTRANS STD. PLANS T1 A, T1 B & T2 FOR TEMPORARY CRASH CUSHION ARRAYS. 15. TRAFFIC CONTROL CONES WITH DOUBLE BASES MAY BE USED IN LIEU OF CHANNELIZERS FOR DAILY OR SHORT TERM (ONE WEEK MAX.) CONSTRUCTION ACTIVITIES. 16. CONSTRUCTION PAVEMENT REMOVAL AND RECONSTRUCTION FOR TRENCHING, JACK AND BORE PITS, OR OTHER REPLACED WORK OUTSIDE CONSTRUCTION AREAS SHOWN ON THE PLANS SHALL BE BY SINGLE LANE CLOSURE AS DIRECTED BY THE ENGINEER. 17. STEEL PLATES OR A MINIMUM OF 4:1 SLOPE SHALL BE MAINTAINED FOR OPEN EXCAVATIONS DURING NON —WORKING HOURS. "STEEL PLATES AHEAD" SIGNS SHALL BE PROVIDED AT ALL TIMES. 18. A TRAFFIC CONTROL PERMIT MUST BE OBTAINED BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. 19. CONSTRUCTION ACTIVITY WITHIN THE TRAVEL WAY SHALL BE LIMITED TO THE WORK HOURS PER AGENCY. ALL EXCAVATION WITHIN THIS AREA SHALL BE COVERED WITH STEEL PLATES AS DIRECTED BY THE AGENCY. A MINIMUM OF ONE TRAFFIC LANE SHALL BE MAINTAINED THROUGH THE INTERSECTION DURING CONSTRUCTION ONLY FOR EACH DIRECTION, UNLESS SHOWN OTHERWISE OR AS DIRECTED BY THE ENGINEER. LEFT TURNS MAY BE PROHIBITED DURING INTERSECTION CONSTRUCTION AS DIRECTED BY THE ENGINEER. 20. THESE TRAFFIC CONTROL PLANS SHOW TRAFFIC CONTROL DEVICES FOR LONG TERM TRAFFIC CONTROL FOR CONSTRUCTION LIMITS SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFORM TO SHORT TERM TRAFFIC CONTROL REQUIREMENTS IN ACCORDANCE WITH THE CAMUTCD. SHORT TERM TRAFFIC CONTROL AND CHANGES TO THESE PLANS DURING CONSTRUCTION SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE AGENCY. 21. ALL TRAFFIC TRANSITIONS SHALL UTILIZE ARROW BOARDS. USE AND PLACEMENT OF FLASHING ARROW BOARD SIGN(S) SHALL BE AS DIRECTED BY THE ENGINEER. 22. FLASHING BEACONS AND/OR WARNING LIGHTS SHALL BE USED WHERE DIRECTED BY THE ENGINEER. 23. CONTRACTOR MAY USE PREFABRICATED REMOVABLE DETOUR STRIPING TAPE, PAVEMENT MARKINGS AND RAISED MARKERS WHERE SHORT TERM USE WILL OCCUR (24 HOURS OR LESS), OR AS SHOWN ON PLANS. 24. PROVIDE ACCESS TO ALL ADJACENT DRIVEWAYS DURING CONSTRUCTION. CY(AP)SYNC KEEPING THE COACHELLA VALLEY MOVING TRAFFIC SIGNAL NOTES 1 • CONTRACTOR SHALL COORDINATE WITH AGENCY TRAFFIC ENGINEERING DEPARTMENT A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO WORK AFFECTING ANY TRAFFIC SIGNAL WITHIN THE CONSTRUCTION AREA. CONTACT THE AGENCY'S TRAFFIC ENGINEERING DEPARTMENT FOR TRAFFIC SIGNAL OPERATIONAL CHANGES WHEN TRAFFIC LOOPS ARE DAMAGED OR FOR TRAFFIC CONTROL CONDITIONS NOTED ON THE PLANS. 2. CONTRACTOR SHALL MAINTAIN EXISTING SIGNAL OPERATION AT ALL TIMES. 3. CONTRACTOR SHALL REPLACE LOOP DETECTORS AT ALL LOCATIONS WHERE THE EXISTING LOOP DETECTORS ARE NOT IN THE CENTER OF THE LANE. CONTRACTOR MAY USE VIDEO DETECTION DURING CONSTRUCTION UPON WRITTEN APPROVAL BY THE ENGINEER. 4. ANY UNANTICIPATED DAMAGES TO THE TRAFFIC SIGNAL INTERCONNECT CONDUIT, INTERCONNECT CABLE, OR DETECTION LOOP SYSTEM DURING OPERATIONS OF THIS PERMIT SHALL BE REPLACED WITHIN 72 HOURS TO THE SATISFACTION OF THE CITY INSPECTOR. LEGEND ® FLASHING ARROW BOARD CHANNELIZING DEVICE +4 TYPE III BARRICADE ijH_ TYPE III BARRICADE WITH SIGN —a— SIGN I=> DIRECTION OF TRAVEL ® WORK AREA O SIGNALIZED INTERSECTION CMS 0 PROPOSED CHANGEABLE MESSAGE SIGN (CMS) A, FLAGGER COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers Q LI'---/0Nq� 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS P. DORq F 78-495 Calle Tampico r Traffic +ITS +Communications +Civil +Electrical � O ti ► 73-710 Fred Waring Drive ti o� ° ti _ La Quinta, CA 92253 GENERAL NOTES AND LEGEND Know Wh1t'S below. le '� Suite 200 Tel: (949) 861-4999 W ' No. 74405 m Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 Irvin CA 92620 www.advantec—usa.com REV. DESCRIPTION BY: APP, VD: SHEET LQ-002 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R C EC No. 4941 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 P HAS E II OF SPEED* S (MPH) 50 TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 600 300 200 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. it I i� i i FRED QqRr.-\"k'i IIII R/W �-oo 326+00 CR/w CV(((00)))SYNC KEEPING THE COACHELLA VALLEY MOVING A �� TABLE 3 ADVANCE WARNING SIGN SPACING INIM1611/190 DISTANCE BETWEEN BETWEEN SIGNS (FT) ROAD TYPE A B C [URBAN — MORE THAN 40 MPH 350 350 350 TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES MAXIMUM CHANNELIZING DEVICES SPACING SPEED (MPH) TAPER* TANGENT CONFLICT (FT) (FT) (FT) 50 50 100 25 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. (POSTED SPEED 50 MP) TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 SCALE. 1" = 40' GENERAL NOTES 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. LEGEND E❑ EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. 1❑ PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPRING AS SHOWN. ] PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD • CHANNELIZING DEVICE }x} TYPE II BARRICADE WITH SIGN 4++ TYPE III BARRICADE +±+ TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/0 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS p. ooRq F 78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical � O ti 73-710 Fred Waring Drive �`� ��' ° �' La Quinta, CA 92253 FRED WAR I N G DRIVE Know What's below. '�► Suite 200 Tel: (949) 861-4999 = m - - '\ - Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 STA 316+00 TO STA 334+00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-003 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R. C. EPUBLIC No.KS 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF Go 'L __ - - 77R/W CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING -- --�R/W SPEED* S (MPH) 50 WARING TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 600 300 200 50 (100 MAX) *-TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. GENERAL NOTES 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. (POSTED SPEED 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. I . 5o MPH) SCALE: 1 = 40 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR I F- TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. I J 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. /W O w m W LEGEND w I �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR I M BARRICADE AT TYPICAL SPACING AS SHOWN. M �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. Q � j ® FLASHING ARROW BOARD —i w z CHANNELIZING DEVICE J _ _ U 4=F TYPE II BARRICADE WITH SIGN ~ I I I +}} TYPE III BARRICADE _�-�-- - - - - - I+ N L0 M ler TVDI^AI /M ^01 � H ------------------ -I cn z I R/WJ K. SHEET NO. LQ-035. I K ZONE WITH CONES, BARRICADES, I ►INTAIN PEDESTRIAN PATHWAY. TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES MAXIMUM CHANNELIZING DEVICES SPACING SPEED (MPH) TAPER* TANGENT CONFLICT (FT) (FT) (FT) 50 50 100 25 *-MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE -LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. V& TYPE III BARRICADE WITH SIGN i SIGN => DIRECTION OF TRAVEL OS SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) SCALE: 1" = 40' ® WORK AREA TABLE 3 ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/oNq` I 1 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° P. DORq F 78-495 Calle Tampico Traffic +ITS +Communications +Civil +Electrical O ti �"- 73-710 Fred Waring Drive �`� ��' ° �' La Quinta, CA 92253 F R E D WAR I N G DRIVE Know What's below. '�► Suite 200 Tel: (949) 861-4999 = m - Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 � No. 74405 � STA 334+00 TO STA 352+00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-004 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O A c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J I V J R.C.E. PUBLINo.KS 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF W W AVIRM ARGA V— J 1 A. J'rV'r'F 1 1 V *jurr F 1 . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-035. WORK AREA 8 - + + 02 . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-034. AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADESs . CONTRACTOR SHALL MAINTAIN ACCESS TO GALAXY DRIVE AT ALL TIMES. AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF GALAXY DRIVE FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF �� THE STREET TO PROVIDE ASSISTANCE. - DRIVE POSTED SPEED 5 0 MPH) OF 4wooe ZW/( - - 02Z Aw X rrrr . //_0 0 e_ Z 0 &\ V R K A 7 wz' oe 53fBa— 354teQ 25+ee--- — 9� 25 49—3a9*89— +88— — o o — -- -- -- -- - -- - -- -- -- -- - -- -- -- -- -- -- -- -- -- -- R/W�- . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-035. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES. BARRICAD I AND FLAG( 3. COORDINATI DURING ~I 0 1 W -- - CL CL O RI \ LI LL I (n --- I 40 flea— O + I— toLd I z U H -- R /W I CV Cc�0 KEEPING THE COACHELLA VALLEY MOVING SPEED* S (MPH) 50 II GENERAL NOTES I L j 1. SEE SHEETS LQ-001 AND LO-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. R/W 3: 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. - - W 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. m 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. W W N 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR I SCALE: 1 " = 40' TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. — —�I OO 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. I + M LEGEND I N - W �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. Z_ J �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR U BARRICADE AT TYPICAL SPACING AS SHOWN. H 1 �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. I® FLASHING ARROW BOARD 1co I O I O SCALE. 1" = 40' I POSTED SPEED 5 0 MPH EIRE'D 1V�R�N� DRIVE' � J k r� R /W I N --��-------------------------------------- 3L+OO 366+00 CO V N6 oY OF RI VERSID $+00 369+00 371 1 — — O LA Q UINTA — —' + n M i5 I ' I TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 600 300 200 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES SPEED (MPH) 50 MAXIMUM CHANNELIZING DEVICES SPACING TAPER* TANGENT CONFLICT (FT) (FT) (FT) 50 100 25 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. • CHANNELIZING DEVICE �xF TYPE II BARRICADE WITH SIGN +I + TYPE III BARRICADE {}} TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL OS SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA TABLE 3 ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS (FT) ROAD TYPE A B C URBAN — MORE THAN 40 MPH 350 350 350 TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/oNq` I 1 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° p. O0 F 78-495 Calle Tampico Traffic +ITS +Communications +Civil +Electrical O ti 73-710 Fred Waring Drive �`� ��' ° �' La Quinta, CA 92253 F R E D WAR I N G DRIVE Know What's below. '�► Suite 200 Tel: (949) 861-4999 = m - - Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 W No. 74405 � STA 352+00 TO STA 370+00 Irvine A 9 www.advantec-uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-005 74405 06/06/2023 sT9TF lvl \E°�� R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RICE NO. 74405 DATE R C EC No.R PUBLI94 IR$ECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of O I LO I W _j �� 17F SI TED SPEED 5 0 MPH)Uj o �'R�'D 1�ARIN� PO W-- -- - -- -- -- -- --�-- -- -- -- -- -_ W---------------- W - 0 I +00 CO1 00 T Y OF RIVERSIDE 373+00 374+0� 376+00 C LA Q UINTA M r% Q a-4 00 &� �, W WN5 I I &Z �1 &� �, %R 13 J �I QI USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-034 USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-035 I CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES. AND FLAGGERS AS NEEDED TO MAINTAIN BARRICADES. AND FLAGGERS AS NEEDED TO MAINTAIN R/W J LLj 11 ' • 11 • VZA09 KAO KIZWRAA§�6"glj� I I � FREED LIAR INS DRIVE POSI TED SPEED 5 0 MPH F_ R/W - - - - - - R/W� _ I_ -- -- -- -- -- -- -- -- -- -- -- -- —� (n (W - - N CO U1 iT T Y OF RIVERSIDE 386+00 Q C) I+pp 380+00 381+00 382+00 383+00 384 00 F + + LO rn UINTA C ao 0:- rk:��iZ2�� `.��•I:�!!!!`Z�.►��. i��ii�iii�i�.t� ///////// /fi�iiiii �iii_ ii�iiii %��®O��iii�� . V I I I � \ / �R/W I V H I R/W n . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-035 . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING SPEED* S (MPH) 50 TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 600 300 200 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. SCALE: 1" = 40' WVRn MF%CP1 1st — JIA. JOLTVO IV JO/TVO . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-035. L CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. i. CONTRACTOR SHALL MAINTAIN ACCESS TO LA QUINTA PALMS AT ALL TIMES. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF LA QUINTA PALM FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES SPEED (MPH) 50 MAXIMUM CHANNELIZING DEVICES SPACING TAPER* TANGENT CONFLICT (FT) (FT) (FT) 50 100 25 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. GENERAL NOTES 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR M START OF WORK FOR SCALE: 1" = 40' TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. LEGEND �E EXISTING DEUNEAT OR, SIGN AND/OR STRIPING TO REMAIN. ] PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. ] PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD • CHANNELIZING DEVICE 4z+ TYPE II BARRICADE WITH SIGN +I+ TYPE III BARRICADE {}} TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL C SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA TABLE 3 ADVANCE WARNING SIGN SPACING ROAD TYPE DISTANCE BETWEEN SIGNS (FT) 01 1 C URBAN — MORE THAN 40 MPH 11 350 1 350 350 TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/oNq` I 1 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: _ OF GOVERNMENTS p. Do F , i 78-495 Calle Tampico Traffic +ITS +Communications +Civil +Electrical O ti 73-710 Fred Waring Drive �`� ��' ° La Quinta, CA 92253 F R E D WAR I N G DRIVE Know What'S below. Suite 200 Tel: (949) 861-4999 = m Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 STA 370+00 TO STA 386+50 Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-006 74405 06/06/2023 1%X FICA \EO��Q Q V I C I O c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R.C.E. PUBLINo.KS 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF co I E'RE'D II _j` I HIW R/W W NI W rU) AVRn ARLA 1.7 — J 1 A. JO / T VO IV JOOtM1111"111, . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-035. 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRI( AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATH CO UNT Y D�,PI VE'RSIDE 388$00 2()0+00 LA Q UINTA R/W j"11K11 ri'� JCztVo IV 001tVc . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-035. .. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. i. CONTRACTOR SHALL MAINTAIN ACCESS TO LA QUINTA PALMS AT ALL TIMES. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF LA QUINTA PALM FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF AVRIR ARCA 10 — J I A. .700-r" IV %7vv-r" . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-033. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. . CONTRACTOR SHALL MAINTAIN ACCESS TO DUNE PALMS ROAD AT ALL TIMES. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF DUNE PALMS ROA FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF VUL- !VTnE4_'T M nn^%Anr ♦ce1NTA►U9E- R/W I I �I W CL CL =) F W LI.I N I 0) E'RE'D c 4nn+o.0 2 �I / + . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-0 I CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN DRIVE '� '�' � '� I�OS TE'D SREIEID 0 MR O R/W III LLj -- -- -- - -- -- -- -- -- -- -- -I -- - _---__---------------------- ---- ---------�, r{-=---- T- W > N 391+00392+00- 393+00 394 00 ---- 395+00 - --- --- 396+00 + 'Njjjjjjjjj\;��N��NII,MNN U) c W 01 Z J t., V_ I a F R/W iEA if — . USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-034. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. R/W I II . CONTRACTOR SHALL MAINTAIN ACCESS TO DUNE PALMS ROAD AT ALL TIMES. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF DUNE PALMS ROAD FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF THE WORK AREA 18 0STREET TO PROVIDE ASSISTMCE. — STA. 393+60+ . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-034. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BA AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN P — 401+00 =1 HARING 402+00 DRIVE R/W 403+00 404+00 05+00 — +403+60 )t.t YPICAL CLOSURE DETAIL K, SHEET NO. LQ—( ACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** SPEED* S MERGING SHIFTING SHOULDER (MPH) L L/2 L/3 (FT) (FT) (FT) (AV)C V 50 600 300 200 S Y N C KEEPING THE COACHELLA VALLEY MOVING *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. DOWN STREAM (FT) 50 (100 MAX) -- -- -- --� R/W 1VRR AICGA LV — 01 A. wj rov IV wo rov . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-035. !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. �. CONTRACTOR SHALL MAINTAIN ACCESS TO MONTECITO AVENUE AT ALL TIMES. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF MONTECITO AVENU FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF THE GENERAL NOTES TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 SCALE. 1" = 40' LEGEND �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BARD CHANNELIZING DEVICE {-} TYPE II BARRICADE WITH SIGN +I+ TYPE III BARRICADE {}} TYPE III BARRICADE WITH SIGN i SIGN [> DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA SCALE: 1" = 40' 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNERS) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES SPEED (MPH) 50 MAXIMUM CHANNELIZING DEVICES SPACING TAPER* (FT) 50 TANGENT (FT) 100 CONFLICT (FT) 25 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. TABLE 3 ADVANCE WARNING SIGN SPACING ROAD TYPE URBAN —MORE THAN 40 MPH DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° p. OORq F 78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical � O ti 73-710 Fred Waring Drive �`� ��' ° �' La Quinta, CA 92253 F R E D WAR I N G DRIVE Know What's below. '�► Suite 200 Tel: (949) 861-4999 = m - - Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 W No. 74405 � STA 386+50 TO STA 406+00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-007 74405 06/06/2023 sTgTF FICA \EO��Q R E V I C I O A � c BRYAN WORKS EY, P.E. DATE C VA G REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RICE NO. 74405 DATE 1 ` J I V J R.C.E. PUBLINo. 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF AeI9100_1UH1111: 1. SEE SHEETS LO-001 AN LO-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. SPEED* S (MPH) 50 TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 600 300 200 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. FRED I/� !I / ' / 1 01 TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES SPEED (MPH) 50 MAXIMUM CHANNELIZING DEVICES SPACING TAPER* TANGENT CONFLICT (FT) (FT) (FT) 50 100 25 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. D I VE 4II7+O-- +60 - - 4= 409+00 410+00 IVF%F% P1RLP% LV - J I A. 'PVJTOV 1 V 'PVOTOV . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LO-035. L CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. i. CONTRACTOR SHALL MAINTAIN ACCESS TO MONTICELLO AVENUE AT ALL TIMES. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF MONTICELLO AVENU FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF THE CV�i�SYNC KEEPING THE COACHELLA VALLEY MOVING (POSTED SPEED 50 MPH) 411+00 412+00' I . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LO-035. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. . CONTRACTOR SHALL MAINTAIN ACCESS TO THE DRIVEWAY AND MONTICELLC �i AVENUE AT ALL TIMES. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF THE DRIVEWAY AND MONTICELLO AVENUE. FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF THE STREET TO R/W TABLE 3 ADVANCE WARNING SIGN SPACING ROAD TYPE URBAN —MORE THAN 40 MPH 413+00 414+00 DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 11 LEGEND �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. F-1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPRING AS SHOWN. �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD CHANNEUZING DEVICE 47+ TYPE II BARRICADE WITH SIGN +f+ TYPE III BARRICADE {}+ TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA SCALE. 1" = 40' COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/oNq` I 1 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS p. D0 F Traffic +ITS +Communications +Civil +Electrical a 78-495 Calle Tampico O ti 73-710 Fred Waring Drive �`� ��' ° �' La Quinta, CA 92253 F R E D WAR I N G DRIVE Know What'S below. '�► Suite 200 Tel: (949) 861-4999 = m Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 STA 406+00 TO STA 413+00 Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-008 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O A c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J I V J R.C.E. PUBLINo.KS 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF R/W 6+00 7+00 8+00 __'FR/W GENERAL NOTES 1. SEE SHEETS LQ-001 AN LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNERS) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. LEGEND �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPRING AS SHOWN. �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD CHANNELIZING DEVICE -LF TYPE II BARRICADE WITH SIGN +I+ TYPE III BARRICADE +1F TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA CV((('.0)))SYNC KEEPING THE COACHELLA VALLEY MOVING SPEED* S (MPH) 50 I IWORK AREA 1 — . +15+00 . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-033. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. 13, CONTRACTOR SHALL PROVIDE ACCESS TO POMELO VERANO ONVE AT ALL 71M ----- --- R/W n " _ _ c I » KARA1 I 9+00 10 0 11 +00 12+00 13+0 I � N Ca I TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 600 300 200 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES SPEED (MPH) 50 MAXIMUM CHANNELIZING DEVICES SPACING TAPER* TANGENT CONFLICT (FT) (FT) (FT) 50 100 25 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. ROAD TYPE 14+00 15+ TABLE 3 ADVANCE WARNING SIGN SPACING URBAN —MORE THAN 40 MPH IF AIL SCALE. 1" = 40' DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers I I -/oN CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GO VERNMENTS �° q Traffic +ITS +Communications +Civil +Electrical �� P' OORgOo Fti�, � � 78-495 Calle Tampico Know What'S below./ �> r� 73-710 Fred Waring Drive La Quinta, CA 92253 J E F F E RS O N STREET Suite 200 Tel: (949) 861-4999 3 m k&1Call bef0l�e you dig. C �/jyV Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 PROJECT LI M ITS TO STA 19+00 Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-009 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O A c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J I V J R.C.E. PUBLINo.KS 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF GENERAL NOTES 1. SEE SHEETS LQ-001 AN LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. FVRR ARCA L— J I A. I Lot J.7 IV J I A. I Lot J:7 . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-033. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, .wFwPsON sTRPPT (POSTED SPEED R/W R/W 50 MPH SIDE I - -00 20+00 — MO O R/W VRJRR ARGA J— J I A. 1 JVt.7 / IV J I A. I JLt a/ . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-034, FOR #2 EB LANE AND BICYCLE LANE OF AVENUE 50. . USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-032, FOR #2 SB LEFT TURN LANE OF JEFFERSON STREET. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND TABLE 2 1 OAMS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, MAXIMUM SPACING OF CHANNELIZING DEVICES SPEED (MPH) MAXIMUM CHANNELIZING DEVICES SPACING TAPER* (FT) TANGENT (FT) CONFLICT (FT) 50 50 100 25 55 50 100 25 11 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. CV Cc�0 KEEPING THE COACHELLA VALLEY MOVING 1 005 I i FA 0 zi 9 11� CD I R/W TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** SPEED* MERGING SHIFTING SHOULDER DOWN S (MPH) L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 50 600 300 200 50 (100 MAX) 55 660 330 220 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. - - —SIDEWALK - - c — ROAD TYPE (POSTED SPEED SCALE: 1" = 40' 55 Alp Hr) —SIDEWALK /w LA Q UINTA 28+00 30+00 N TABLE 3 ADVANCE WARNING SIGN SPACING URBAN —MORE THAN 40 MPH DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 55 495 INDIO �R/W LEGEND �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD CHANNELIZING DEVICE +xF TYPE II BARRICADE WITH SIGN +I+ TYPE III BARRICADE {}} TYPE III BARRICADE WITH SIGN i SIGN DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/0 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° p. OORq F 78-495 Calle Tampico Traffic +ITS +Communications +Civil +Electrical � O ti + �'�� 73-710 Fred Waring Drive �`� ��' ° �' La Quinta, CA 92253 J E F F E RS O N STREET Know What ite 200 Tel: (949) 861-4999LLj 0I Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 STA 19+00 TO STA 30+50 Irvin CA 92620 '� � REV. DESCRIPTION BY: APP VD: SHEET LQ-010 www.advantec—usa.com sT Civic BRYAN MCKINNEY, P.E. DAM I 74405 06/06/20213 9TF )F CAO fj R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-037 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** SPEED* I I S MERGING SHIFTING SHOULDER DOWN (MPH) L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 55 660 330 220 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. IVIRn P%F%r-f% at— J 1 p%. U%'ProJ 1 V J I p%. U0T W . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LO-035. L CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, R /W J JL ' JL ' ERS 0N r�c� TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES SPEED (MPH) 55 MAXIMUM CHANNELIZING DEVICES SPACING TAPER* TANGENT CONFLICT (FT) (FT) (FT) 50 100 25 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. SIDEWALK ` S TREE T —�� - ----------- - - - - - _---�C - --- - � 53+0� TUT_ -- -- -- -- -- -- -- �R/W TABLE 3 GENERAL NOTES 1. SEE SHEETS LQ-001 AN LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. SIDEWALK (P0S TED SPEED 55 MPH) __ 56+00 _ 59+00 — —Gu+uu — _---�- - LA Q UIATTA IKDIO O � � LEGEND ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS (FT) ROAD TYPE A B C URBAN — MORE THAN 40 MPH 350 350 350 CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 55 495 11 SCALE. 1" = 40' �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD CHANNELIZING DEVICE {-L} TYPE II BARRICADE WITH SIGN �}} TYPE III BARRICADE {}} TYPE III BARRICADE WITH SIGN i SIGN => DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/oNq` I 1 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS p. D0 F 78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical � O ti '� 73-710 Fred Waring Drive �`� ��' ° �' La Quinta, CA 92253 J E F F E RS O N STREET Know What s below. Suite 200 Tel: (949) 861-4999 = m - - Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M No. 74405 STA 52+00 TO STA 62+00 Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-011 sT CIVI\- �`P BRYAN McKINNEY, P.E.LAIL 74405 06/06/20213 9TF OF CAS-�F,� R E V I S I 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT of LQ-037 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II GENERAL NOTES 1. SEE SHEETS LQ-001 AN LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. * CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. * CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. R /W !A�n I V I JEFFERSO N ,S' TR E T , .N �00—7444)6— —14+100 TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** —(5+UU 76+0 0 R/W— — — MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 600 300 200 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES SPEED (MPH) 50 MAXIMUM CHANNELIZING DEVICES SPACING TAPER* TANGENT CONFLICT (FT) (FT) (FT) 50 100 25 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. CV((('00)))SYNC KEEPING THE COACHELLA VALLEY MOVING A 00 0 0 I 77+00CD I + C-) / LL (POSTED SPEED 55 MPH) SIDEWALK _ C R /W� -- 78+00 79+66 80+& LA Q UINTA 81 +0 82� INDIO - �R/w SIDEWALK � y ' USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-033. o CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES,BAMS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, I I I I N0 I I O I I I � I TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 TABLE 3 ADVANCE WARNING SIGN SPACING ROAD TYPE URBAN —MORE THAN 40 MPH DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 SCALE: 1" = 40' LEGEND �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD • CHANNELIZING DEVICE �xF TYPE II BARRICADE WITH SIGN +I + TYPE III BARRICADE +L+ TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers I -InNq� 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° p. DORq F 78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical � O ti '� 73-710 Fred Waring Drive �`� ��' ° �' La Quinta, CA 92253 J E F F E RS O N STREET Know What s below. Suite 200 Tel: (949) 861-4999 = m - - U'RCall before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M No. 74405 � STA 72+00 TO STA 82+00 Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-012 sT CIVI� �`P BRYAN McKINNEY, P.E.DATE 74405 06/06/2023 9TF OF CA��F�� R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-037 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II FLOOD CHANNEL C �00 10 +gg— 1 1+oQ 1 2+ + \ 103+00 Vt -- --Z-- -� \ - �/W - - - - _ _ _ ___—_ _____________—___ - ___ _ MAINTAIN ACCESS TO DRIVEWAY AT ALL TIMES DURING CONSTRUCTION. (POSTED SPEED 55 MPH) TAPER LENGTHS (FOR 12' OFFSET WIDTH) SPEED* S (MPH) MINIMUM TAPER LENGTH** MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 50 600 300 200 50 (100 MAX) 55 660 330 220 50 (100 MAX) I *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. JEFFERSONVV -_ 0:: \-- - _ W I 0 roo co O LA Q UINTA - - + 110+00 ---- _rt+M INDIO P 0� TED PEED 5 5 1 VJL PH U QIWORK AREA 6 - STA. 10+63+ ' I . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-033. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AN I FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. ' . CONTRACTOR SHALL PROVIDE ACCESS TO DRIVEWAYS AND VISTA GRANDE AT ALL TIMES, �- CV ((('00)))SYNCR/W 11 KEEPING THE COACHELLA VALLEY MOVING 0 ti U 7\� WVRn N MQA V— Q 1 A. 1 VTVJ 1 V Q 1 p%. l u'r%m . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-033. !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. I STREET (POSTED SPEED I 55 MPH) --- -- SIDEWALK - - -- - -- W -- -_ -- —— '_R/Wo J , i I 104+00, - _ 10 +00 I� \ cx� ;I J4 00 I�i100 I. ONE 2105 POZZ W U) 4, 4, 1 106+ocr LA Q UINTA 17+oo 1081 O TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES �4� I + 00 INDIO - H I N -- -- -- Z -- -- ' R/W = I Q I � I MAXIMUM CHANNELIZING DEVICES SPACING SPEED (MPH) TAPER* TANGENT CONFLICT (FT) (FT) (FT) 50 50 100 25 55 50 100 25 ROAD TYPE GENERAL NOTES SCALE: 1" = 40' 1. SEE SHEETS LQ-001 AN LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 55 495 TABLE 3 ADVANCE WARNING SIGN SPACING URBAN — MORE THAN 40 MPH *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. I I � STREET (POSTED SPEED 50 MPH) C1 R/W J W - - - - - - _ T\ LLI _----__—_— —=ems is DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 LEGEND �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. SCALE: 1" = 40' 1❑ PROVIDE TEMPORARY CHANNEUZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD • CHANNELIZING DEVICE -1=F TYPE II BARRICADE WITH SIGN {}} TYPE III BARRICADE 44+ TYPE III BARRICADE WITH SIGN i SIGN DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEssIm 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° p. DORq F 78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical � O ti +'� 73-710 Fred Waring Drive �`� ��' ° �' La Quinta, CA 92253 J E F F E RS O N STREET Know What s below. Suite 200 Tel: (949) 861-4999 = m - - Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 STA 99+00 TO STA 117+00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-013 si i i 9T �� `P BRYAN McKINNEY, P.E.DAM 74405 06/06/2023 TF OF CA��F�� R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-037 OHN A. DORADO RCE N0. 74405 DATE I I R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II ;el0�i2:�:M�111: 1. SEE SHEETS LO-001 AN LO-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. I I M I cf� O I R/W LL1 L W N LL1 \ (Wn\\ of\ -� - -�- -�- cn � c - W Z-- -- -- -- -- -- J 2 R /W SIDEWALK �I �I I CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING SPEED* S (MPH) 50 TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 600 300 200 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. STREET SIDEWALK TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES MAXIMUM CHANNELIZING DEVICES SPACING SPEED (MPH) TAPER* TANGENT CONFLICT (FT) (FT) (FT) 50 50 100 25 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. (POSTED SPEED 50 MPH) IVMF% AI[GP% /- J I A. 1 1 0T.7V 1 V J I A. 1 LOTVV . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-035. !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, SIDEWALK R/W R/W AIL SCALE. 1" = 40' LEGEND EE EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. 1❑ PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD CHANNELIZING DEVICE 4z+ TYPE II BARRICADE WITH SIGN +FF TYPE III BARRICADE i1F TYPE III BARRICADE WITH SIGN i SIGN TABLE 3 => DIRECTION OF TRAVEL ADVANCE WARNING SIGN SPACING TABLE 4 BUFFER LENGTH G TH F T O SIGNALIZED INTERSECTION E ( ) ROAD TYPE DISTANCE BETWEEN SIGNS (FT) SPEED DISTANCE Epp PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) A B C 50 425 ® WORK AREA URBAN — MORE THAN 40 MPH 350 350 350 COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QR FESS/0 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: Traffic +ITS +Communications +Civil +Electrical OF GOVERNMENTS �° p. DoRq F 78-495 Calle Tampico O ti �'�� 73-710 Fred Waring Drive �`� La Quinta, CA 92253 J E F F E RS O N STREET Know What s below. Suite 200 Tel: (949) 861-4999 = m - - 0ICall bef0l�e you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 STA 117+00 TO STA 126+00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-014 BRYAN McKINNEY, P.E.DATE 74405 06/06/2023 9TF OF CA0FR E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-037 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II . USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-032, FOR #2 LEFT TURN LANE OF WASHINGTON STREET. +II � -------------- A VENUE ------ - ---- + 4' 4' 4— -� + 48 (POSTED SPEED 5 Q -13+00 14+00 15+00 � 6+00 17�i� —CIS+-60JT --LA 1 - R/W . USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-03Z FOR #2 LEFT TURN LANE OF WASHINGTON STREET. . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-034, FOR EB AVENUE 48. i. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED YO MAINTAIN TABLE 1 PEDESTRIAN PATHWAY, TAPER LENGTHS (FOR 12' OFFSET WIDTH) LEGEND ❑E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. 1❑ PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR GENERAL NOTES BARRICADE AT TYPICAL SPRING AS SHOWN. 1. SEE SHEET LO-001 AND LO-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. ❑ PROVIDE ACCESS FOR PEDESTRIAN CROSSING. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. ® FLASHING ARROW BOARD 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. • CHANNELIZING DEVICE 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR ♦ FF TYPE III BARRICADE TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF {}} TYPE III BARRICADE WITH SIGN SHOWN. i SIGN I=> DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) �I MINIMUM TAPER LENGTH** O MPH) W R/W 3::--- --�-- - OJ I m � W N — — 19+00 - 1. USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-032, FOR #2 LEFT TURN LANE I Q OF WASHINGTON STREET. I 2. USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-034, FOR EB AVENUE 4& 3. CLOSE #2 LANE AND BICYCLE LANE FROM WASHINGTON STREET TO WORK AREA 2. I 4. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS TABLE 2 MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 600 300 200 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. TABLE 3 ADVANCE WARNING SIGN SPACING ROAD TYPE URBAN —MORE THAN 40 MPH =I CD ® WORK AREA 8 A VENUE � - R/W W-- -- -- -- -- -- -- -- --- -- O � W W OI O N a ( J — — — — — — — — — — — — — — — 1. USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-032, FOR #2 LEFT TURN LANE OF WASHINGTON STREET. 2. USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-034, FOR EB AVENUE 48. I 3. CLOSE #2 LANE AND BICYCLE LANE FROM WASHINGTON STREET TO WORK AREA 2. 4. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING - --26+00 - - - DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 �R/W VORK AREA 3 - STA. 21 +00 TO 25+00 . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-0.1 CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED (P MAXIMUM SPACING OF CHANNELIZING DEVICES MAXIMUM CHANNELIZING DEVICES SPACING SPEED (MPH) TAPER* TANGENT CONFLICT (FT) (FT) (FT) 50 50 100 25 SCALE. 1" = 40' *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 co to �,S' TED SPEED 5 O MPS � SCALE: 1" = 40' -- -- -- -- -- -- -- W 2 I cn - I LLJ W - O IO I + M H Q + + j TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-035RACTOR SHALL PROTECT WORK ZONE WITH S, BARRICADES, AND FLAGGERS AS NEEDED COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/oNq� I 1 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS p. D0 F Traffic +ITS +Communications +Civil +Electrical a 78-495 Calle Tampico �� Op ��, AVENUE 4 8 -�- " -� 73-710 Fred Waring Drive ti o� � y _ .� . . _ La Quinta, CA 92253 Know Wh1t'S below. Suite 200 Tel: (949) 861-4999 W ' No. 74405 rn m Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 WASHINGTON STREET TO STA 31+00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-015 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O A c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J I V J R.C.E. PUBLINo.KS 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** SPEED* MERGING SHIFTING SHOULDER DOWN S (MPH) L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 45 540 270 180 50 (100 MAX) 600 300 ---750 200 50 (100 MAX) toI Or A VENUE 48 J I- W -- -- WI I -- -- -- -- - N F__ /--R/W 32+00 33+00 34+ +UU - -4 TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES SPEED (MPH) MAXIMUM CHANNELIZING DEVICES SPACING TAPER* (FT) TANGENT (FT) CONFLICT (FT) 45 45 90 22 50 50 100 25 11 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. A VENUE W R / - W CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING I I (POSTED SPEED 50 MPH) I � JSCALE. 1" = 40' -- - -�-_ O W —� m ----------------- �� W - - - (w 38+00 — — — = I 39+00 __70 T-99— O A O Oil RIC TA. 39+17 TO fSURE DETAIL J. SHEET NO.LQ-034, OF 8. ISURE DETAIL C. SHEET NO. • • OF -E PR07ECT WORK_ZONE_W1lTH_• TABLE 3 ADVANCE WARNING SIGN SPACING ROAD TYPE URBAN —MORE THAN 40 MPH DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 i (POSTED SPEED 50 MPH) ; o - R/W C1 - W JW W -- -- - R W WORK AREA 10- . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-035 = . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, I BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN LEGEND �E EXISTING DEUNEATOR, SIGN AND/OR STRIPING TO REMAIN. �1 PROVIDE TEMPORARY CHANNEUZING DEVICE, CONE. OR BARRICADE AT TYPICAL SPACING AS SHOWN. �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD • CHANNELIZING DEVICE +I+ TYPE III BARRICADE -L+ TYPE III BARRICADE WITH SIGN i SIGN => DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA 1. SEE SHEET LQ-001 AND LQ-002 FOR GENERAL NOTES. LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. SCALE: 1" = 40' TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 45 360 50 425 COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QI rE ')/oNq` I 1 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS p . Do F 78-495 Calle Tampico \ , Traffic +ITS +Communications +Civil +Electrical �� Oo tic A V E N U E 4 8 -�- " -� 73-710 Fred Waring Drive ti o� � y _ .� . . _ La Quinta, CA 92253 Know What's below. '�J► Suite 200 Tel: (949) 861-4999 W ' No. 74405 m Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 31 +00 TO STA 50+00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-016 74405 06/06/2023 sTgTF 11 FICA .45� Q Q V I C I O A c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J I V J R.C.E. No. 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF i I � i I co OI A VENUE W R/W W W W N �00 51+00 5E O�'—�—— O Ln Q ~ K AREA 10 N Wk- ---- Z— J 2 -- R W / STA. 49+17 TO 54+17 - I . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-C . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, I BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. /VICR ARC% I dt — Z I A. OJt /0 IV 0%_M 10 . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-0; L CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN . so fMK AREA 13 - STA. 50♦54 TO 62♦54 . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-O, CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN C'V(((,6)))SYNC KEEPING THE COACHELLA VALLEY MOVING 8 53� �+0U — — SPEED* S (MPH) 50 . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-033 . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, (POSTED SPEED 50 MPH) R/W bb+0U _7+ 6 57+00 58+00 59+00 + WORK AREA 11 STA. 54+17 TO 59+17 . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-C . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, TABLE 1 BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 600 300 200 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. TABLE 3 ADVANCE WARNING SIGN SPACING J —� W m W N W-M %/ W41 -- -X X Z z z L L1 Z - J 5 . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-035 I . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, I Q BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN M TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES SPEED (MPH) 50 MAXIMUM CHANNELIZING DEVICES SPACING TAPER* TANGENT CONFLICT (FT) (FT) (FT) 50 100 25 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 (POSTED SPEED 50 MPH) - Z�-R/W !j WORK AREA 14 63+0 64+00+00 66+ ; a . J;67+Q0. 68+00. + 7U+UU TrT£ ° Jm Ia 1 _`�+_ m� as JP. .a . . J ..a JJ °• J <. . '. aa. .a....a .a ,— .. `,` J ..a . ° . " .a . . aa. • ° . .J .J . °J . . . m..s . .. °m J .aJJ. }J °J . _7i7 — 4 LEGEND /W Ill R �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. {}} TYPE III BARRICADE WITH SIGN I / GENERAL NOTES BARRICADE AT TYPICAL SPACING AS SHOWN. �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR i SIGN y 1. SEE SHEET LO-001 AND LO-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. DIRECTION OF TRAVEL 2. CONTACT PROPERTY OWNERS) 72 HOURS PRIOR TO START OF WORK. 0 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. I=> SIGNALIZED INTERSECTION 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. OS (' ® FLASHING ARROW BOARD 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. CHANNELIZING DEVICE CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 4++ TYPE III BARRICADE WORK AREA 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. A VENUE R/W 8 SCALE. 1" = 40' SCALE: 1 " = 40' COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/0 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS p. DoRq F 78-495 Calle Tampico Traffic + ITS + Communications + Civil + Electrical Oo tic AVENUE 4 8 73-710 Fred Waring Drive La Quinta, CA 92253 Know What's below. '�J► Suite 200 Tel: (949) 861-4999 W ' No. 74405 m 01Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 50+00 TO STA 72+00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-017 74405 06/06/2023 sTgTF FICA \Efj " Q V I C I O c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R.C.E. PUBLINo.KS 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF LEGEND �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD CHANNELIZING DEVICE 4++ TYPE III BARRICADE ii+ TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA SPEED* S (MPH) 50 TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 600 300 200 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. TABLE 3 ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS (FT) ROAD TYPE 1 11 A B C URBAN — MORE THAN 40 MPH 350 350 350 A VEIV UE R/W C C �I 48 - C C C •f�"C� � � ��1 I �00 84+00 85 i 00 � +0� �— 87+00 _ 88+00 _R/W CV((('00)))SYNC KEEPING THE COACHELLA VALLEY MOVING 010 -I-4- IIi o 89+00 ~ 90+00 i - - - -- i i Isl� <h a' TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES SPEED (MPH) 50 MAXIMUM CHANNELIZING DEVICES SPACING TAPER* TANGENT CONFLICT (FT) (FT) (FT) 50 100 25 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. c TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 RJRR AMA IJ - JIA. VVtLV IV vgtVV . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-0. !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN 92+00 i 9 3+00 91+00 ----------- i---------- _'�7R /W GENERAL NOTES 1. SEE SHEET LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/0 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° p. DORq F 78-495 Calle Tampico � Traffic + ITS + Communications + Civil + Electrical �� Oo tic AVENUE 4 8 -73-710 Fred Waring Drive ti o� � y _ .A . ,� . _ La Quinta, CA 92253 (2 Know What's below. '�J► Suite 200 Tel: (949) 861-4999 W ' No. 74405 m Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 82+00 TO STA 94+00 Irvin CA 92620 www.advantec-uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-018 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R.C.E. No. 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF R/W , I I CALLE E _ MAZA TLAN II 9+00 I 10 00 - �- - - i ■• VVN...V11 W..". N%V -vwr . �. .♦ -I I"lrr ..Mrw . V.♦ WORK AREAS 1 AND 2 TO MAINTAIN TRAVEL THROUGH THE LEFT TURN LANE. . EXISTING LEFT TURN LANE SHALL BE USED TO ALLOW THROUGH AND LEFT TURN MOVEMENTS. . CONTRACTOR SHALL COVER EXISTING CONFLICTING SIGNAGE DURING THIS STAGE. . THE RIGHT TURN LANE SHALL BE MAINTAINED OPEN. CONTRACTOR SHALL PROVIDE R3-7(R) SIGNS TO ENSURE ONLY RIGHT TURNS ARE PERMITTED FROM THIS LANE, I I I 1 A UE VUE UU ..� 1---- R/W UU � -- 12+00 - 13+00 14+00 ---- -- - RIGHT LANE MUST , TURN RIGHT R3-7(R) I I R/W I II I I 1 L SIDEWALK - - - - - - - - U WORK AREA 1 - STA. +12+62 . USE TYPICAL DETAIL B, SHEET NO. LQ-029, EXCEPT FOR THE THE ADVANCE SIGNAGE ON THE NEAR SIDE LEG. L CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. i. MAINTAIN ACCESS TO VALENCIA COURT AT ALL TIMES. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF VALENCIA COURT. FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF VALENCIA SPEED* S (MPH) 45 TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** I 1 � K AREA 3 STA. +62 TO 22+621 W . USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ-036 J . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAINPEDESTRIAN PATHWAY, 0 j SCALE. 1" = 40' 1 m 50 I W i W ago Q 1 0 � o Q ten— - 1 - 00 15+00 � � r ----- R/W = -- U Q I � (POSTED MNF% P%r%c 1 L— J I A. 1 LTOL I V 1/ TOL . USE TYPICAL DETAIL B, SHEET NO. LQ-029, EXCEPT FOR THE ADVANCE SIGNAGE ON THE NEAR SIDE LEG. :. CLOSE #2 LANE FROM EISENHOWER DRIVE TO WORK AREA 2. i. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. MAINTAIN ACCESS TO VALENCIA COURT AT ALL TIMES. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF VALENCIA COURT. FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF VALENCIA MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 540 270 180 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. Q= w A VENUE 0_ jl W O---------- -- -- ---- -- +— — - - - - co — Mao A W -- - Z - - - - = R/W QI �I I %_ CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING R/w GENERAL NOTES 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNERS) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. TABLE 3 ADVANCE WARNING SIGN SPACING ROAD TYPE URBAN —MORE THAN 40 MPH TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES SPEED (MPH) 45 MAXIMUM CHANNELIZING DEVICES SPACING TAPER* TANGENT CONFLICT (FT) (FT) (FT) 45 90 22 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. I IN I O �1 50 or 1 -- -- -- -- -- -- -- -- -- -- -- -- - -- __ _- -- -- -- W -- Cn --- W Cn 25+00 26+00 27+00 1 - - - - - - - - - - - + - -- -� - _ —1- - -- - - - - - - -- - -- _ O 04 Furor , V'z' j -': M4 � 1 r�- aa1 �1 • DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 45 360 SCALE. 1" = 40' LEGEND �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD CHANNELIZING DEVICE }-L+ TYPE II BARRICADE WITH SIGN +I+ TYPE III BARRICADE {}+ TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL e SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA 9t FLAGGER COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/oNq` I 1 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° p. D0 F 78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical �� Oo tic AVENUE 50 -�- " -73-710 Fred Waring Drive ti o� � y _ .� . ,� . _ La Quinta, CA 92253 Know Wh1t'S bPiIOW■ '�► Suite 200 Tel: (949) 861-4999 W ' No. 74405 m Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M EISENHOWER DRIVE TO STA 28+00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-019 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R.C.E. PUBLINo.KS 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF I CA O' C11 R/W ` LL1 - � — _ 30+00 - - - 1 + — �— �00 N - - Q - - --- ----- - Z LR/W SIDEWALK J 31+00 . USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ-C _ . CONTRACTOR SHALL PROTECT WORK ZONE WITH CLINES, Q BARRICADES. AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATH GENERAL NOTES 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. �I LLJ R/W CL L� W N I 39+00 0+010 CO 1 M LI.I--- -- --- �R/W U QI �I CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING A VEIV UE SIDEWALK /VRR AICCA / - JIA. J/tOL IV gLtOA . USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ-C . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN SPEED* S (MPH) 45 32+00 SIDEWALK TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) wvmr% AMP% / - JIA. J/TOL IV gLtVL . USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ-C . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN I PEDESTRIAN PATHWAY, 50 (P 0 S TED SPEED 4 5 MPH) V0 Z IF « • I� . A 1 1 rr�• • ail al 1 • �1 � -� !-is-! MINIMUM TAPER LENGTH** MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 540 270 180 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. TABLE 3 ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS (FT) ROAD TYPE A B C URBAN — MORE THAN 40 MPH 350 350 350 TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES MAXIMUM CHANNELIZING DEVICES SPACING TAPER* TANGENT CONFLICT (FT) (FT) (FT) 45 90 22 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. 50 (POSTED SPEED 45 MPH) W%JF%F% ARGP% 0— J I P%. 'RLTOL 1 V 'PO'll . USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ-C L CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 45 360 I CN O CY H R/W LW _ N W (W dWIAWIAWIAWIAWAM ' W Z R/W J T04 U_ W J OAF SCALE: 1" = 40' LEGEND EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. �1 PROVIDE TEMPORARY CHANNELIZING DEVICE. CONE. OR BARRICADE AT TYPICAL SPACING AS SHOWN. �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD • CHANNELIZING DEVICE +L+ TYPE II BARRICADE WITH SIGN +1+ TYPE III BARRICADE +L+ TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL OS SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA SCALE: 1" = 40' COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/oNq� 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° p. DORq F 78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical �� Oo tic AVENUE 50 -�- " -� 73-710 Fred Waring Drive ti o� � y _ .� . ,� . _ La Quinta, CA 92253 Know Wh1t'S bPiIOW■ '�► Suite 200 Tel: (949) 861-4999 W ' No. 74405 m Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 � STA 28+00 TO STA 48+00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-020 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R.C.E. No. 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF I NI of O�_ I W I R/W 42+0o 0 O i 00 N-- -------------------------- 'Z� LL1 Z IJ R/W QI U I I (POSTED ,SPEED � 4 5 MPH � GENERAL NOTES L 1. SEE SHEETS LO-001 AND LO-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. MM11% AMLA 1 1 — J IA. 07tV2 I V OVtVJ . USE TRAFFIC CONTROL PLAN, SHEET NO. LQ-027. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING R/W e a, ROAD TYPE A VENUE TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) SPEED* S (MPH) MINIMUM TAPER LENGTH** MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 45 540 270 180 50 (100 MAX) 50 600 300 200 50 (100 MAX) *-TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. A VENUE "I'M AICCA It. — J 1 A. OVtVJ IV 00-rVJ . USE TRAFFIC CONTROL PLAN, SHEET NO. LQ-027. L CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN 1 tee— - - -00 R/W 50 64- 9-QQ n TABLE 3 ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 (PosTED SPEED 50 MPH) TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES MAXIMUM CHANNELIZING DEVICES SPACING SPEED (MPH) TAPER* TANGENT CONFLICT (FT) (FT) (FT) 45 45 90 22 50 50 100 25 W W W N TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 45 360 50 425 *-MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE -LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. rVRn AIRGA 10 — J 1 A. 0uT VJ IV / VT VJ . USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-C !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN (POSTED SPEED 50 MPH) SCALE. 1" = 40' LEGEND �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD • CHANNELIZING DEVICE +xF TYPE II BARRICADE WITH SIGN +±+ TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA N O W w 2 (n w SCALE. 1" = 40' COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/oNq` I 1 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS p. �0Rq F a 78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical �� Oo tic AVENUE 50 -�- " -� 73-710 Fred Waring Drive ti o� � y _ .� . ,� . _ La Quinta, CA 92253 Know Wh1t'S bPiIOW■ '�► Suite 200 Tel: (949) 861-4999 W ' No. 74405 m Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 48+00 TO STA 69+00 Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-021 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R.C.E. PUBLINo.KS 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF IVRR ARLA 1 J — J I A. 0%—MVJ 1 V / VtVJ . USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ-C !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN • H r N Z GENERAL NOTES QI 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON I THIS SHEET. I2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. AVRR ARGA 17 — J 1 A. IQ_rVJ 1 V OVtVJ . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-034. . DUE TO REQUIRED TAPER LENGTH, CLOSE #2 LANE FROM MOON RIVER DRIVE TO WORK AREA 15. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. . COORDINATE WORK HOURS WITH HARRY S. TRUMAN ELEMENTARY SCHOOL AND LA QUINTA MIDDLE SCHOOL STEM ACADEMY ADMINISTRATIONS. SEE MAIN SHEET FOR ADDITIONAL WORK HOUR RECIUIREMENTS FOR WORK NEAR SCHOOLS. LA QUINTA MIDDLE SCHOOL STEM ACADEMY � AVRR ARGA Ig — JIA. /V'rVJ IV 10'rWJ 1. USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-036. 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. 3. COORDINATE WORK HOURS WITH HARRY S. TRUMAN ELEMENTARY SCHOOL AND LA QUINTA MIDDLE SCHOOL STEM ACADEMY ADMINISTRATIONS. SEE MAIN SHEET F ADDITIONAL WORK HOUR REQUIREMENTS FOR WORK NEAR SCHOOLS. (P0 STED ,SPEED 5 0 MPH) [-R/W SPEED* S (MPH) 50 MCI% ARGA 10 — 01A. 10-rWo 1 V OVtVJ . USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-034. !. DUE TO REQUIRED TAPER LENGTH, CLOSE #2 LANE FROM MOON RIVER DRIVE TO WORK AREA 15. i. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICA AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. . COORDINATE WORK HOURS WITH HARRY S. TRUMAN ELEMENTARY SCHOOL AND LA QUINTA MIDDLE SCHOOL STEM ACADEMY ADMINISTRATIONS. SEE MAIN SHEET FOR ADDITIONAL WORK HOUR TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 600 300 200 50 (100 MAX) *-TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES HARRY S. TRUMAN o � � `� � �` �� 1 \ *-MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE -LANE TAPERS IS 20 FEET. ELEMENTARY o � � I .MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. SCHOOL LA Q UINTA MIDDLE SCHOOL STEM ACADEMY HARRY S. TRUMAN ELEMENTARY SCHOOL LEGEND 1 F- EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. I J �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPRING AS SHOWN. 00 J m PROVIDE ACCESS FOR PEDESTRIAN CROSSING. w 4 (W ® FLASHING ARROW BOARD SCALE: 1 " = 40' 1 • CHANNELIZING DEVICE +xF TYPE II BARRICADE WITH SIGN -H+ TYPE III BARRICADE I Z }�} TYPE III BARRICADE WITH SIGN J = i SIGN U I I=> DIRECTION OF TRAVEL I IOS SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS (FT) ROAD TYPE A B C URBAN - MORE THAN 40 MPH 350 350 350 1 1 R/W 50 (P0 STED SPEED 5 0 MPH) A VENUE a��o W R/W � _ ti, w -- -- -- -- -- -- -- --- - t-----------------------------�_ w - - w ' (n O too — —8 +00— ___w : +00 84+00 85+00 86+00 1R (nF_- — - — - — - — - — - — - — - — - — - — --------`}-c Uji• Z WORK AREA 16 STA. + ♦ W — STA. 82+90 TO 84+90 1 . USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-034. / . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-034. R/W I . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. I I . COORDINATE WORK HOURS WITH HARRY S. TRUMAN PEDESTRIAN PATHWAY. ELEMENTARY SCHOOL AND LA QUINTA MIDDLE SCHOOL STEM COORDINATE WORK HOURS WITH HARRY S. TRUMANELEMENTARY SCHOOL AND LA QUINTA MIDDLE SCHOOL STEM ACADEMY ADMINISTRATIONS. SEE MAIN SHEET FOR ADDITIONJ I ACADEMY ADMINISTRATIONS. SEE MAIN SHEET FOR ADDITION WORK HOUR REQUIREMENTS FOR WORK NEAR SCHOOLS. WORK HOUR REQUIREMENTS FOR WORK NEAR SCHOOLS. Cc())) KEEPING THE COACHELLA VALLEY MOVING o Q Q Q _ 87+00 88+00 4-- - - N 0 o� I W -- ---�UJI 2 J U) w (n w Z_ -- -- -- J _ STA. 84+90 TO 89+90 2 . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-034. I Q . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, I < BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. I . COORDINATE WORK HOURS WITH HARRY S. TRUMAN ELEMENTARY SCHOOL AND LA QUINTA MIDDLE SCHOOL STEM ACADEMY ADMINISTRATIONS. SEE MAIN SHEET FOR ADDITIONALI TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 SCALE. 1" = 40' COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/oNq` 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° p. OORq F 78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical �� Op ��, AVENUE 50 -�- " -73-710 Fred Waring Drive ti o� � y _ .� . ,� . _ La Quinta, CA 92253 Know Wh1t'S bPiIOW■ '�► Suite 200 Tel: (949) 861-4999 W ' No. 74405 m Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 � STA 69+00 TO STA 89+00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-022 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R.C.E. PUBLINo.KS 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF 90+00 A VENUE 91+00 U R/W89+90 . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-034. Q CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN I PEDESTRIAN PATHWAY. . COORDINATE WORK HOURS WITH HARRY S. TRUMAN ELEMENTARY SCHOOL AND LA QUINTA MIDDLE SCHOOL STEM ACADEMY ADMINISTRATIONS. SEE MAIN SHEET FOR ADDITION] GENERAL NOTES 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. F—I �I LLj R/W O L W W N I 11 11 1 11 • w — — Z_ J R/W 2 U '7BSA Q I A VENUE 50 (POSTED SPEED 50 MPH) 92+00 93+00 94+00 95+00 96+00 97+00 98+00 I3:: R/W 0 —J W L L1 N 99+00 LO + w _ z R/W )NTRACTOR SHALL MAINTAIN ACCES9 1. USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-035.A. VqrVV IV VVrVV . USE T%YPICAL CLOSURE DETAIL K, SHEET NO. LQ-035 r ALL TIMES, 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, I Q FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN I 3. MAINTAIN ACCESS TO DRIVEWAY AT ALL TIMES. POST FLAGGERS TO PEDESTRIAN PATHWil MAINTAIN ACCESS ON BOTH SIDES OF THE DRIVEWAY. FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF THE DRIVEWAY TO T TABLE 1 ABLE 2 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MAXIMUM SPACING OF CHANNELIZING DEVICES MINIMUM TAPER LENGTH** MERGING SHIFTING SHOULDER DOWN (MPH) L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 50 600 300 200 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. 102+00 103+00 104+00 _ 4- ROAD TYPE SPEED (MPH) 50 MAXIMUM CHANNELIZING DEVICES SPACING TAPER* TANGENT CONFLICT (FT) (FT) (FT) 50 100 25 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. TABLE 3 ADVANCE WARNING SIGN SPACING URBAN —MORE THAN 40 MPH 50 DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 (POSTED SPEED 50 MPH) 105+00 106+00 _ 107+00 1,41-I .0 CY R/W 11-- --�-- Lv I W � N LL1 L L1 N 108+00 109+00 iij IO TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 SCALE: 1" = 40' LEGEND �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPRING AS SHOWN. �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD • CHANNELIZING DEVICE SCALE. 1" = 40' }rF TYPE II BARRICADE WITH SIGN 4* TYPE III BARRICADE 44+ TYPE III BARRICADE WITH SIGN i SIGN DIRECTION OF TRAVEL OS SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA PROVIDE ASSISTANCEWORK AREA 23 — STA. + . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-035 . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, CV (AV)SYNC BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN KEEPING THE COACHELLA VALLEY MOVING COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEssIm CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° P. DORq F(278-495 Calle Tampico Traffic +ITS +Communications +Civil +Electrical �� Op ��, AVENUE 50 -- " -� 73-710 Fred Waring Drive ti o� � y _ .� . . _ La Quinta, CA 92253 Know What's below. '�J► Suite 200 Tel: (949) 861-4999 W ' No. 74405 m Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M STA 89+00 TO STA 110+00 Irvin CA 92620 www.advantec-uso.com '� 4 REV. DESCRIPTION BY: APP VD: SHEET LQ-023 74405 06/06/20213 sTgTF FICA \EO�IQ R E V I S I 0 N S BRYAN WORKS EY, P.E. DATE C VA G REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE R.C.E. PUBLINo. R 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of 112+00 W 0, A VENUE �' �' � I �o _C/� � I, m 113+00 114+00 115+ 116+00 117+00 -� FORK AREA 23 STA. 109+90 TO 114+90 . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-035 !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN GENERAL NOTES 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. A VENUE LL1 CL I R/W 13-r- ----------------- -- - M . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-035. !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. �. CONTRACTOR SHALL MAINTAIN ACCESS TO VIA PALMILA AT ALL TIMES. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF VIA PALMILA. FLAGGERS MAY DO OTHER WORK BUT MUST STAY INTHE VICINITY OF THE STREET TO PROVIDE ASSISTANCE, \ TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) SPEED* S (MPH) 50 MINIMUM TAPER LENGTH** MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 600 300 200 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. >R 11 11 11 � 11 -- W ' R/W - -- -- - -- 125+00 = T.7 U - . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-C WORKAREA+ CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, a I . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-035 BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN I . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, I BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, I CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING (POSTED SPEED 50 MPH\\_�_ ) i R/W �VRn I.1RLM LD — J I I"1. 1 JVT�7V I V 1 JLT�7V I I H I Lj • • 11 1 11 • • I • � 1 TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES SPEED (MPH) 50 MAXIMUM CHANNELIZING DEVICES SPACING TAPER* (FT) 50 TANGENT (FT) 100 CONFLICT (FT) 25 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. O 4 SCALE: 1" = 40' TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 SCALE. 1" LO I o LEGEND � I I pr ❑E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. ---------- ':� -::__: - R/W * " - - - - � j ❑1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR ------ } m . LW BARRICADE AT TYPICAL SPACING AS SHOWN. 2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. W ❑ W N ® FLASHING ARROW BOARD INDIO 130+00 131+0 L • CHANNELIZING DEVICE LA Q UINTA ± M ixF TYPE II BARRICADE WITH SIGN UK 2 Q N +I+ TYPE III BARRICADE 4 J] W R/W ? iif TYPE III BARRICADE WITH SIGN 2 BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN i SIGN TABLE 3 PEDESTRIAN PATHWAY,� I � DIRECTION OF TRAVEL ADVANCE WARNING SIGN SPACING I ROAD TYPE I • 11 1950 % wnm f�4 01 1 NE ' I NO Oki URBAN —MORE THAN 40 MPH COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/oN OF GO VERNMENTS �° q` Traffic +ITS +Communications +Civil +Electrical �� P' DORgOo �- " 73-710 Fred Waringg Drive Know Whays below. '� '� J► 00 Tel: (949) 861-4999 � No. 74405 Palm Desert, CAIt922 Call before you dig. CVAG 1200 Roosevelt Fax: (949) 502-5522 www.advantec-uso.com 74405 06/06/2023 sT CIV1� Irvin CA 92620 9TF OF C \ N OHN A. DORADO RCE NO. 74405 DATE . USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-1 FOR LEFT TURN LANE #2 OF JEFFERSON STREET. (POSTED SPEED 5 0 MPH) 12b+ Z 127+00 DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 REV. DESCRIPTION R E V I S 1 0 N S 128+ 0 SIGNALIZED INTERSECTION WORK AREA 28—STA. 130+50+ . USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-032, FOR LEFT PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) TURN LANE #2 OF ZFFERSON STREET ON SHEET LQ-026. 2. USE TYPICAL CLOSURE DETAIL AVENUE 50. B. SHEET NO. LQ-029, FOR EB WORK AREA . CONTRACTOR SHALL PROTECT WORK AND FLAGGERS AS NEEDED TO MAINTAIN ZONE WITH CONES, BARRICADES, PEDESTRIAN PATHWAY, 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN �J 78-495 Calle Tampico La Quinta, CA 92253 AVENUE 50 - - BY: APP'VD: BRYAN McKINNEY, P.E. DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. No. 49418 EXP. DATE: 09/30/24 STA 110+00 TO STA 131 +50 CVAG REGIONAL TSS PROJECT PHASE II SHEET LQ-024 OF LQ-037 I NI R/W J w - En W N _ —— I A UINTA ,1- • 1 • •- TURN LANE #2 OF JEFFERSON STREET ON SHEET LQ-026. :. USE TYPICAL CLOSURE DETAIL B. SHEET NO. LQ-029, FOR EB AVENUE 50. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES DURING CONSTRUCTION. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF DRIVEWAY. FLAGGERS MAY DO OTHER WORK BUT GENERAL NOTES 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNERS) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. i I I A VENUE SPEED* S (MPH) 50 R/W 13 137+00 138+00 139+00 . USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-03Z FOR LEFT TURN LANE #2 OF JEFFERSON STREET ON SHEET LQ-XXX. :. USE TYPICAL CLOSURE DETAIL B, SHEET NO. LQ-029, FOR EB AVENUE 50. CONTRACTOR SHALL PROTECT WORK ZONE WITH ONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES DURING CONSTRUCTION. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF DRIVEWAY. FLAGGERS MAY DO OTHER WORK BUT TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** IVR1� /'1RLA JV — J I /'1. I J/ T.7V I V 1 �LT.7V . USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-036. :. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS A ALL TIMES DURING CONSTRUCTION. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF DRIVEWAY. FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 600 300 200 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES SPEED (MPH) MAXIMUM CHANNELIZING DEVICES SPACING TAPER* TANGENT CONFLICT (FT) (FT) (FT) 50 100 25 I H I LLL1 J (POSTED SPEED 50 MPH)I W I m W N 4 w Z /WORK AREA 31 — STA. 142+50 TO 147+50 R /W J . USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-036. _ . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, U BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN I Q PEDESTRIAN PATHWAY. . CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS A I ALL TIMES DURING CONSTRUCTION. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF DRIVEWAY. FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF TABLE 3 ADVANCE WARNING SIGN SPACING ROAD TYPE DISTANCE BETWEEN SIGNS (FT) N 0 C URBAN — MORE THAN 40 MPH 350 350 350 TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE SCALE. 1" = 40' LEGEND ' E❑ EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. 1❑ PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPRING AS SHOWN. Y❑ PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD • CHANNELIZING DEVICE �xF TYPE II BARRICADE WITH SIGN +I+ TYPE III BARRICADE 41+ TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA 50 425 I c0 I N .0 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. ar MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. J _ R/W R/W W CLr-- --- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --�--� _ WI IN I ICn Rol��Stoj'! , & d 9, RON ON � P W2 P—F — 0 rrz, I "J! ne . •..II•._ .LIN . , , Tyr 1. USE TYPICAL CLOSURE DETAIL P, SHEET NO. LO-036. 2. CONTRACTOR SHALL PROTECT WORK ZONE NTH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN MI a1 -,III I M I PEDESTRIAN CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING SCALE. 1" = 40' COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/oNgC I 1 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° p. D0 F 78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical �� Oo tic AVENUE 50 -�- " -73-710 Fred Waring Drive ti o� � y _ .� . ,� . _ La Quinta, CA 92253 Know What'S bPiIOW■ '�► Suite 200 Tel: (949) 861-4999 W ' No. 74405 m Call before you dig. CVAG Palm Desert, CA 92260 120o Roosevelt Fax: (949) 502-5522 M STA 131 +50 TO STA 154+50 Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-025 74405 06/06/2023 sTgTF FICA \Eo��Q R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE R.C.E. C No.R 4941 gECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF i i NI I H OI I W I O O J W R/W I W w -- -- -- -- -- A VENUE 50 P0SITED SPEED 50 MPH R/W _ � ) Iw NI W in w-- -- -- -- -- -- -- -- -- -- -- -- -- N 7' I • 11 ' , • 11 11 11 • 11 •1 11 • 11 • 11 • 11 •� 11 • 11 • I A I • Wks % NLN 00 USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-036. 1. USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-036. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, 1CONTRACTOR SHALL MAINTAIN A 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN [AT ALL TIMES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN TC 131 PEDESTRIAN PATHWAY, PEDESTRIAN PATHWAY. 3. CONTRACTOR SHALL MAINTAIN ACCESS TO VERANO DRIVE AT ALL TIMES. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF VERANO DRIVE. 1" 1J GENERAL NOTES 1. SEE SHEETS LO-001 AND LO-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNERS) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. I =1 TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** SPEED* S (MPH) MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 50 600 300 200 50 (100 MAX) *-TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. TABLE 3 ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS (FT) ROAD TYPE A B C URBAN - MORE THAN 40 MPH 350 350 350 Mel o l SCALE: 1" = 40' �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD • CHANNELIZING DEVICE +}} TYPE III BARRICADE }�} TYPE III BARRICADE WITH SIGN TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES i SIGN TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 01 *-MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE -LANE TAPERS IS 20 FEET. FX I MAXIMUM CHANNELIZING DEVICES SPACING TAPER* TANGENT CONFLICT (FT) (FT) (FT) 50 100 25 W MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. W I=> DIRECTION OF TRAVEL (S SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA R/W Lj_ -�-- CL I R/W A VFW I ' '50 1 POSTED SPEED 50 MPH) - WI w- -- -- -- -- -- SCALE: 1" = 40' 174+00 175+00 176+00 77+00 T � l • nVF%n PUNr-P1 JV — J 1 M` I GA %J1 — J 1 P%. 1 / I'rUV _ . USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-036 . USE TYPICAL CLOSURE DETAIL P. SHEET NO• LQ-036. 1. USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-036. U . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND Q I BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. 1 . VEHICLES SHALL BE MERGED INTO THE ADJACENT TWO—WAY LEFT TURN LANE• . CONTRACTOR SHALL MAINTAIN ACCESS TO VISTA MONTANA ROAD AT ALL TIMES. I POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF VISTA MONTANA ROA FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF THE CV(((i��SYNC KEEPING THE COACHELLA VALLEY MOVING COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/oNq` I 1 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS p. Do F 78-495 Calle Tampico Traffic +ITS +Communications +Civil +Electrical �� Op ��, AVENUE 50 -�- " -� 73-710 Fred Waring Drive ti o� � y _ .A . ,� . _ La Quinta, CA 92253 Know What's below. '�J► Suite 200 Tel: (949) 861-4999 W ' No. 74405 rn m Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 154+50 TO STA 177+50 zam�� '� REV. DESCRIPTION BY: APP VD: SHEET LQ-026 www.advantec—uso.com 74405 06/06/2023 sTgTF FICA \EOQ Q V I C I O c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R C EC No. 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF CV(((i��SYNC KEEPING THE COACHELLA VALLEY MOVING COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/oNq` I 1 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS p. Do F 78-495 Calle Tampico Traffic +ITS +Communications +Civil +Electrical �� Op ��, AVENUE 50 -�- " -� 73-710 Fred Waring Drive ti o� � y _ .A . ,� . _ La Quinta, CA 92253 Know What's below. '�J► Suite 200 Tel: (949) 861-4999 W ' No. 74405 rn m Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 154+50 TO STA 177+50 zam�� '� REV. DESCRIPTION BY: APP VD: SHEET LQ-026 www.advantec—uso.com 74405 06/06/2023 sTgTF FICA \EOQ Q V I C I O c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R C EC No. 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF A VENUE R/W 50+00 � 1+ I— I1. USE TYPICAL CLOSURE DETAIL H ' SHEET NO. LQ-032. LANE FOR ALL WORK SHOWN ON THIS PLAN, COORDINATE WORK HOURS WITH HARRY S. TRUMAN ELEMENTARY SCHOOL AND LA QUINTA MIDDLE SCHOOL STEM ACADEMY ADMINISTRATIONS. SEE MAIN SHEET FOR ADDITIONAL WORK HOUR REQUIREMENTS FOR WORK NEAR SCH CLOSED ty �C30(CA) I END SCALE: 1 " = 40' LL_ LANE LL1 ROAD WORK 80' 5 CLOSED J G20-2 O R/W___ - - __c PH) (POSTEDSPEED OF - N - -- • RA1 c 52+,PfY 53+00 ----- - I ; ,��-y - I- _ �:}; -, - - - - ---• - - -I - - - - - L - - ems- - - - - U-) 1 THRU CAVdLdSiSR IN '04 00 A RIWT I - 50 TYP. LANE I W 7:R/W �-�/---_ _ CLOSED ()�J- / (POSTED SPEED � � C30(CA) SHAR THE I � 45 P> Dj] W16-1 WORK AREAS 10, 11 AND 12 I I I R/W 1. USE TYPICAL CLOSURE DETAIL C, SHEET NO. LQ-030. 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. 300' W11-1 <8>�I �LANE LANE LANE X <OS LED CLOSED A VENUE SHARE CLOSED THE ROAD C I C30(CA) W6-3 C30(CA) W16-1 C30(CA) O I R/W Or Wc --� �W V C / -- WO I 1')Z 62+00 Ora - - - _-__�--- - - - -- ---- 00 -- - - - - 25' P. _'�7 (ADJACENT TO `----------------- N I R/W WORK AREAS) ZI TABLE 2 TABLE 1, MAXIMUM SPACING OF - - - v TAPER LENGTHS (FOR 12 OFFSET WIDTH) CHANNELIZING DEVICES QI �I I CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING SPEED* S (MPH) MINIMUM TAPER LENGTH** MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 45 540 270 180 50 (100 MAX) 50 600 300 200 50 (100 MAX) *-TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. TABLE 3 ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN ROAD TYPE I SIGNS (FT) A B C LURBAN - MORE THAN 40 M P H 350 350 350 MAXIMUM CHANNELIZING SPEED DEVICES SPACING (MPH) TAPER* TANGENT CONFLICT (FT) (FT) (FT) 45 45 90 22 50 50 100 25 200' 600' TAPER A VENUE 5 O 0 (POSTED SPEED Q W WI * — I c c _ MAXIMUM CHANNELIZING DEVICE SPACING o ®LO • FOR ONE -LANE TAPERS IS 20 FEET. + MAXIMUM CHANNELIZING DEVICE SPACING ri"Z'I QQ 50' TYP. FOR DOWNSTREAM TAPERS IS 20 FEET. <r - ��, - �� TABLE 4 z BUFFER LENGTH (FT) _F - Q5 BUFFER LANE (PO, -DTED SPEED LANE CLOSED CLOSED 5 O -MPH) 50' TYP. C30(CA) - C30(CA) SPEED DISTANCE 45 360 50 425 5o MPH) RjW GENERAL NOTES 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. 7. CONTRACTOR SHALL PROTECT WORK ZONES WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. LEGEND ® FLASHING ARROW BOARD CHANNELIZING DEVICE +±F TYPE III BARRICADE WITH SIGN i SIGN DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION WORK AREA FLAGGER ' 350' 350' 3 • SCALE: 1" = 40' �F- W IJ Ip IGHT LANE ROAD ■ CLOSED WORK AHEAD AHEAD W1 _4W4-2(R) _ _r C20IR CA _ _ _ W20-1 SCALE: 1 " = 40' C a _75-4-00 � 7 4-QQ 724-00 M END ROAD WORK G20-2 COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/oN 1 1 CITY OF LA QUINTA APPROVED BY: 11RAFFIC CUNTRUL PLAN DRAWING NO: OF GOVERNMENTS ��° p. OORgq�Fy a 78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical �, Op �, AVENUE 50 -�- " -� 73-710 Fred Waring Drive ti o� � y _ .� . ,� . _ La Quinta, CA 92253 Know What's below. '�J► Suite 200 Tel: (949) 861-4999 W ' No. 74405 m Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M WORK AREAS 10, 11, AND 12 Irvin , CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-027 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O A c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J I V J R.C.E. PUBLINo.KS 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF DETAIL A - TYPICAL RIGHT LANE CLOSURE - NEAR SIDE OF INTERSECTION GENERAL NOTES 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE. 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE. STREET END ROAD WORK -- -G2---- R /W ROAD WORK CLOSE • AHEAD EAD > W20-1 C20(R)(CA) W4-2(R) go C B A (PER TABLE 3) (PER TABLE 3) (PER TABLE 3) CV((('*0)))SYNC KEEPING THE COACHELLA VALLEY MOVING SPACING PER TABLE 2 L (PER TABLE 1) 11A ,J ROAD WORK r.n T AHEAD W20-1 W] LANE I CLOSED C30 CA) R1 BUFFER LENGTH (PER TABLE 4) END ROAD WORK T G20-2 I �I END ROAD WORK G20-2 1 (POSTED SPEED XX) ROAD WORK AHEAD --- W20-1-- SCALE. 1" = 40' -- -- R/W� -- -- -- -- -- -- -- —'�7R LEGEND ® FLASHING ARROW BOARD CHANNELIZING DEVICE TYPE II BARRICADE WITH SIGN +I+ TYPE III BARRICADE ifF TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL ® WORK AREA O SIGNALIZED INTERSECTION COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS P. �oRq FQ78-495 Calle Tampico Traffic + ITS + Communications + Civil + Electrical O ti �> 73-710 Fred Warin Drive �`� ��' �' _ La Quinta, CA 92253 D ETAI L A -TYPICAL RIGHT LANE CLOSURE - y - ti NEAR SIDE OF INTERSECTION Know What's below. '� Sui e 200 Tel: (949) 861-4999 W ' No. 74405 m Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 , Irvin CA 92620 www.advantec—usa.com '� � REV. DESCRIPTION BY: APP VD: SHEET LQ-028 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O c BRYAN WORKS EY, P.E. DATE C VA G REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R.C.E. PUBLINo. R 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II I OF DETAIL B - TYPICAL RIGHT LANE CLOSURE - FAR SIDE OF INTERSECTION GENERAL NOTES 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE. 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE. R/W STREET o Io o R/W F F ROAD WORK CLM ■ AHEAD ; W20-1 C20(R)(CA) W4-2 (PER TABLE 3) (PER TABLE 3) (PER IIAULt a) CV(A*)))SYNC KEEPING THE COACHELLA VALLEY MOVING END ROAD WORK G20-2 o o Tim • • • • o—� 21ER t L kl-LK IiABLE 1) LANE CLOSED ;3 CA) 99� 99 VcC73CA) CWM - M nLME 3-7(R) A knX TABLE 3) b I END I T ROAD woRK G20-2 J 1� I I I i END ROAD WORK G20-2 I (POSTED SPEED XX) SPACING PER TABLE b ra b � uJ rT, R13A(CA) (OPTIONAL) I � ROAD WORK I i>MEAD 1` W20-1 LEGEND ® FLASHING ARROW BARD • CHANNEUZING DEVICE +xF TYPE II BARRICADE WITH SIGN *+ TYPE III BARRICADE +±F TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL ® WORK AREA O SIGNALIZED INTERSECTION ROAD AHEAD 6 END ROAD WORK G20-2 R3-4 SCALE. 1" = 40' R/W COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS P. DORq FQ78-495 Calle Tampico Traffic + ITS + Communications + Civil + Electrical O ti `> 73-710 Fred Waring Drive �`� ��' �' La Quinta, CA 92253 D ETAI L B -TYPICAL RIGHT LANE CLOSURE - Knowwhat's below. Suite 200 Tel: (949) 861-4999 =rn-- FAR SIDE E F INTERSECTION Call before you dig. C �/jyV Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M No. 74405 � S 0 Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-029 74405 06/06/2023 "Y FICA \EO��Q Q V I C I O c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R. C. EPUBLIC No.KS 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF DETAIL C - TYPICAL LEFT LANE CLOSURE - NEAR SIDE OF INTERSECTION GENERAL NOTES 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE. 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE. STREET R/W �R/W (((0 SYNC KEEPING THE COACHELLA VALLEY MOVING END ROAD WORK G20-2 ROAD WORK AHEAD W20-1 ) )A " ROAD WORK AHEAD W20-1 �a END ROAD WORK G20-2 —� ROAD END WORK ROAD WORK T AHEAD G20-2 / W20-1 ABLE • LANE CLOSED ss/ 30(CA) I W SPACING (POSTED SPEED XX) R/W (PER TABLE 1) SPACING PER TABLE 2 F END ROAD WORK G20-2 (PER TABLE 3) I (PER TABLE 3) (PER TABLE 3) Q Q Q o Q Q o Q CLOSED tMEMAD - - C20(L)(CA) - - LEGEND ® FLASHING ARROW BARD • CHANNELIZING DEVICE +-LF TYPE II BARRICADE WITH SIGN +f+ TYPE III BARRICADE {}} TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL ® WORK AREA O SIGNALIZED INTERSECTION SCALE. 1" = 40' ROAD WORK AHEAD W20-1 -R/w f— - - COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers I I - /fn 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° P. DORq F 78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical � O ti 73-710 Fred Waring Drive �`� ��' �' La Quinta, CA 92253 DETAIL C - TYPICAL LEFT LANE CLOSURE - Knowwhat's below. / -� J► Suite 200 Tel: (949) 861-4999 = -- NEAR SIDE E F INTERSECTION 01,Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 S 0 Irvin CA 92620 www.advantec—uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-030 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R.C.E. PUBLINo. 49418 KS ECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF DETAIL G - TYPICAL RIGHT TURN POCKET CLOSURE GENERAL NOTES 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE. 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE. I I END ROAD I ROAD WORK WORK T G20-2 AHEAD W20-1 I I STREET )9A 99 END � /W ROAD WORK _ R -_ _G20-2 o CV((('*0)))SYNC KEEPING THE COACHELLA VALLEY MOVING 0 I I ROAD T J� WORK AHEAD I ` W20-1 .10 A 0-1 (PER TABLE 3) LANE ROAD D CLOSED WORK AHEA (POSTED SPEED XX) C30 CA) - - - • 47 R/W F END R /W SPACING PER I ROAD WORK TABLE 2 G20-2 LEGEND ® FLASHING ARROW BOARD CHANNELIZING DEVICE +i+ TYPE II BARRICADE WITH SIGN TYPE III BARRICADE TYPE III BARRICADE WITH SIGN SIGN DIRECTION OF TRAVEL WORK AREA SIGNALIZED INTERSECTION SCALE. 1" = 40' COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEs-/fn Qwwra CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. - OF GOVERNMENTS �° p. D�Rq FCC78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical � O ti Knowwhat's below. r->" 73-710 Fred Waring Drive y o�� ti _ La Quinta, CA 92253 D ETAI L G -TYPICAL RIGHT TURN 1 &1'Suite 200 Tel: (949) 861-4999 W — m POCKET CLOSURE Call before you dig. C �/jyV Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 OC C OS U Irvin CA 92620 www.advantec—uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-031 sT CIVI� �`P BRYAN McKINNEY, P.E. VAIL 74405 06/06/2023 9TF OF CA�\FR E V I S I O N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-037 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II CV((('*0)))SYNC KEEPING THE COACHELLA VALLEY MOVING 0 I I ROAD T J� WORK AHEAD I ` W20-1 .10 A 0-1 (PER TABLE 3) LANE ROAD D CLOSED WORK AHEA (POSTED SPEED XX) C30 CA) - - - • 47 R/W F END R /W SPACING PER I ROAD WORK TABLE 2 G20-2 LEGEND ® FLASHING ARROW BOARD CHANNELIZING DEVICE +i+ TYPE II BARRICADE WITH SIGN TYPE III BARRICADE TYPE III BARRICADE WITH SIGN SIGN DIRECTION OF TRAVEL WORK AREA SIGNALIZED INTERSECTION SCALE. 1" = 40' COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEs-/fn Qwwra CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. - OF GOVERNMENTS �° p. D�Rq FCC78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical � O ti Knowwhat's below. r->" 73-710 Fred Waring Drive y o�� ti _ La Quinta, CA 92253 D ETAI L G -TYPICAL RIGHT TURN 1 &1'Suite 200 Tel: (949) 861-4999 W — m POCKET CLOSURE Call before you dig. C �/jyV Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 OC C OS U Irvin CA 92620 www.advantec—uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-031 sT CIVI� �`P BRYAN McKINNEY, P.E. VAIL 74405 06/06/2023 9TF OF CA�\FR E V I S I O N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-037 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II DETAIL H - TYPICAL LEFT TURN POCKET CLOSURE STREET END ROAD WORK "A » (P0 S° TED SPEED XX) II� SPACING PER Tale F 9 ---------------------------- -------------------- ROAD WORK AHEAD LAME W20-1 CLOSED I _ (PER TABLE 3) C30(CA) R/W END ROAD WORK ROAD WoUr AHEAD A • LEGEND FLASHING ARROW BOARD CHANNEUZING DEVICE SCALE. 1" = 40' GENERAL NOTES +L+ TYPE II BARRICADE WITH SIGN 1. SEE SHEETS LO-001 AND LO-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. +I+ TYPE III BARRICADE 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. }±} TYPE III BARRICADE WITH SIGN 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE. i SIGN 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY I=> DIRECTION OF TRAVEL RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE. ® WORK AREA O SIGNALIZED INTERSECTION CV((('*0)))SYNC KEEPING THE COACHELLA VALLEY MOVING COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers I I - /fn 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° P. DORq F 78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical � O ti Know what's below. r-> " 73-710 Fred Waring Drive y o�� ti _ La Quinta, CA 92253 DETAIL H -TYPICAL LEFT TURN 1 &1'Suite 200 Tel: (949) 861-4999 W — m POCKET CLOSURE Call before you dig. C �/jyV Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 OC C OS U Irvin CA 92620 www.advantec—uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-032 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R.C.E. PUBLINo.KS 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF DETAIL I - TYPICAL RIGHT/BIKE LANE CLOSURE - NEAR SIDE OF INTERSECTION GENERAL NOTES 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE. 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE. R/W (((0 SYNC KEEPING THE COACHELLA VALLEY MOVING "A" EAD END WORj G20-2 c iROAD WORK MEAD <> W20-1 ROADWORK T AHEAD - - - - END W20-1 [ROAD WORK G20-2 O END ROAD WORK G20-2 ON RED R13A(CA) -9 (PER TABLE 4) LANE LANE X CLOSED ST (MOD) C3O CA) C MM TH E I W16-1 ROAD (PasTED SPEED xx) MM RTHED I W16-1 (PER TABLE 1) (PER TABLE 1) (PER T—ABLE3)) (PER BIKE LINE BIKE ■ CCLIX L OW LANE (DOSED LANE SPACING PER om > 111 (MOD) C3 CA) TALE 2 SC11 (MOD) W4-2(R) C20(BIKE)(CA) • Q Q - o � Q � — F — END RQAD WORK G20-2 COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/0N 0 CITY OF LA QUINTA APPROVED BY: OF GO VERNMENTS �° q > :-�,� Traffic +ITS +Communications +Civil +Electrical �� P' DORgOo� Fti�, � � 78-495 Calle Tampico 73-710 Fred Waringg Drive ti o� y _ La Quinta, CA 92253 KIIOW Wh1t'S bPiIOW■ '� '� Palm Desert, CAIt92260 1200 Roosevelt 200 Tel: (949) 861-4999 ' No. 74405 rn Call before you dig. CVAG Fax: (949) 502-5522 , Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: 74405 06/06/2023 sT CIV1� �`P BRYAN McKINNEY, P.E. DATE 9TF OF CA0\ / � I c PUBLIC WORKS DIRECTOR/CITY ENGINEER OHN A. DORADO RCE N0. 74405 DATE R E v I I O I V J R.C.E. No. 49418 EXP. DATE: 09/30/24 CLOSED EAD C20(R)(CA) SCALE. 1" = 40' ROAD WORK AHEAD -W2��R/W - -- -- -- R/W� LEGEND ® FLASHING ARROW BOARD • CHANNELIZING DEVICE }L} TYPE II BARRICADE WITH SIGN +R TYPE III BARRICADE +±+ TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL ® WORK AREA O SIGNALIZED INTERSECTION TRAFFIC CONTROL PLAN DRAWING NO: DETAIL I - TYPICAL RIGHT/BIKE LANE CLOSURE - NEAR SIDE OF INTERSECTION SHEET LQ-033 C VA G REGIONAL T S S PROJECT of LQ-037 PHASE II DETAIL J - TYPICAL RIGHT/BIKE LANE CLOSURE - FAR SIDE OF INTERSECTION GENERAL NOTES 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE. 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE. STREET »A R/W CY(AP)SYNC KEEPING THE COACHELLA VALLEY MOVING END ROAD WORK -G20-2 Ei I ROAD WORK AHEAD W20-1 loW11-1 BIKE LANE p •� ; 20 WORK ROAD T AHEAD - - - - R3-4 END W20-1 ROAD WORK G20-2 / I I I a END ROAD WORT( G20-2 I I io R13A(CA) (OPTIONAL) BUFFER LENGTH (PER TABLE 4) I BIKE LANE UWE CLOSED SC11 (MOD) C30 CA) 4, -- - - ROAD 1 WORK \ AHEAD W20-1 (P 0 S TED SPEED XX) (PER TABLE 1) (PER TABLE 1) LANE BIKE LANE e uOsmMIBIKE SC11 (MOD) C3( THED I W16-1 ROA SPACING PER TABLE 2 SC11 (MOD) opm THED W16-1 ROA f1009 (PER TABLE 3) (PER TABLE 3) <m IX CLOM EAD W4-2(R) C20(BIKE)(CA) r— o Q Q o Q o (PER TABLE 3) CLOSE C20(R)(CA) - - - - - SCALE. 1" = 40' ROAD WORK AHEAD 1 ,�R/W =ENDR/W K � G20-2 LEGEND ® FLASHING ARROW BARD • CHANNEUZING DEVICE +xF TYPE II BARRICADE WITH SIGN *+ TYPE III BARRICADE }±} TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL ® WORK AREA O SIGNALIZED INTERSECTION COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEs-/fn 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° P. DoRq F 78-495 Calle Tampico r gg Traffic +ITS +Communications +Civil +Electrical � O ti Knowwhat's below. r ->'� 73-710 Fred WarinqSuilDrive200 Tel: (949) 861-4999 �� ° La Quinta, CA 92253 DETAIL J - TYPICAL RIGHT/BIKE LANE CLOSURE - k Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 — FAR SIDE OF INTERSECTION Irvin CA 92620 www.advantec-usa.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-034 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O A c BRYAN McKINNEY, P.E. DATE CVAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J I V J R.C.E. No. 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF DETAIL K - TYPICAL RIGHT LANE, BICYCLE LANE AND GOLF CART LANE CLOSURE a 0 -- - - b OR LANE R /W w CLASS qD AIiEAD EADp W20-1 I I C20(R)(CA) C20(BIKE) W4-2(R) A (PER TABLE 3) B (PER TABLE 3) END C IF (PER TABLE 3) W11-1 THE ROAD W16-1 R/W (POSTED SPEED XX) (PER TABLE 1) TABLE 2 (PER TABLE 1) BUFFER LENGTH (PER TABLE 4) LANE CLOSED RDAD WORK MEAD W20-1 CHANNEUZING DEVICES AT 5' SPACING (TYP) LEGEND ® FLASHING ARROW BOARD • CHANNEUZING DEVICE }rF TYPE II BARRICADE WITH SIGN GENERAL NOTES +FF TYPE III BARRICADE 1. SEE SHEETS LO-001 AND LO-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNERS) 72 HOURS PRIOR TO START OF WORK. i1F TYPE III BARRICADE WITH SIGN 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. SIGN i 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE. 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY I=> DIRECTION OF TRAVEL RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE. ® WORK AREA OS SIGNALIZED INTERSECTION CV((('*0)))SYNC KEEPING THE COACHELLA VALLEY MOVING b b b F =WORK RO G20-2 SCALE: 1" = 40' COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers I I - /fn Q0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° P. DoRq F 78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical � O ti �> 73-710 Fred Warin Drive �`� ��' �' La Quinta, CA 92253 D ETAI L K -TYPICAL RIGHT LANE BICYCLE LANE Knowwhat's below. Palm Desert, CAI 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 861-4999 3- AND GOLF CART LANE CLOSURE 01,Call before you dig. CVAG ( ) Irvin CA 92620 www.advantec—uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-035 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R.C.E. PUBLINo. 49418 KS ECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF DETAIL P - TYPICAL RIGHT LANE CLOSURE - AT MID BLOCK GENERAL NOTES 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE. 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE. STREET R/W SCALE. 1" = 40' I I I ROAD WORK END AHEAD I ROAD WORK "A" (P 0 S T D SPEED '�l D )G20-2 W20-1 \I� R/W / ROAD AHEAD CLOSE EAD < > W20-1 C20(R)(CA) W4-2(R) ad C B A (PER TABLE 3) (PER TABLE 3) (PER TABLE 3) CV(A*)))SYNC KEEPING THE COACHELLA VALLEY MOVING • I SPACING PER TABLE 2 L (PER TABLE 1) C30(CA) BUFFER LENGTH (PER TABLE 4) END ROAD WORK G20-2 LEGEND ® FLASHING ARROW BOARD • CHIWNELIZING DEVICE +[+ TYPE II BARRICADE WITH SIGN +I+ TYPE III BARRICADE {}} TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL ® WORK AREA OS SIGNALIZED INTERSECTION COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS P. �oRq F 78-495 Calle Tampico r gg Traffic + ITS + Communications + Civil + Electrical O ti Know what's below. r->'� 73-710 Fred Drive Tel: (949) 861-4999 �� La Quinta, CA 92253 DETAIL P -TYPICAL RIGHT LANE CLOSURE - ti O �_ Z - I - Call beforeyoudig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 AT MID BLOCK 100) Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-036 74405 06/06/2023 sTgTF FICA \EO��Q Q V I C I O c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-037 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R.C.E. No. 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF GENERAL NOTES 1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. 7. CONTRACTOR SHALL PROTECT WORK ZONES WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. CV((('*0)))SYNC KEEPING THE COACHELLA VALLEY MOVING COACHELLA VALLEY ASSOCIATION OF GO VERNMENTS � 73-710 Fred Waring Drive 7Know what's below. Suite 200 Call before you dig. CVAG Palm Desert, CA 92260 -,j ADVANTEC Consulting Engineers Traffic + ITS + Communications + Civil + Electrical Tel: (949) 861-4999 1200 Roosevelt Fax: (949) 502-5522 Irvin CA 92620 www.advantec—uso.com 74405 06/06/2023 OHN A. DORADO RCE NO. 74405 DATE �P DORq�\ No. 74405 CIV1\- M4-9c(L) C20(BIKE)(CA) M4-9c(R) NOT TO SCALE Meliffill ® FLASHING ARROW BOARD -- �- • CHANNELIZING DEVICE r y . j +,+ TYPE II BARRICADE WITH SIGN +I-F TYPE III BARRICADE M A — 8 A +l+ TYPE III BARRICADE WITH SIGN i SIGN REV. I DESCRIPTION I BY: I APP'VD: R E V I S 1 0 N S 0 CITY OF LA QUINTA APPROVED BY: �J 78-495 Calle Tampico La Quinta, CA 92253 BRYAN McKINNEY, P.E. DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. No. 49418 EXP. DATE: 09/30/24 I=> DIRECTION OF TRAVEL ® WORK AREA O SIGNAUZED INTERSECTION TRAFFIC CONTROL PLAN BICYCLE LANE DETOUR FOR AVENUE 50 191 -.n01115011111111,111• SHEET LQ-037 CVAG REGIONAL TSS PROJECT of PHASE II LQ-037