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ENC2023-0039 TCP005GENERAL 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 COACHELLA VALLEY ASSOCIATION OF GO VERNMENTS 73-710 Fred Waring Drive Know what's below. lee 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 W z 0 c� z U) Q EE FRFD WARING DR VICINITY MAP — ye' 108 r LEGEND (THIS SHEET): O PHASE I PROJECT TRAFFIC SIGNAL PRIMARY ARTERIAL PHASE II PROJECT TRAFFIC SIGNAL SECONDARY ROADWAY ® WORK ZONE PROJECT LIMITS TOC TRAFFIC OPERATIONS CENTER (BACK—UP RTMC) ■ ■ CITY BOUNDARY I CITY HALL &, CITY YARD/MAINTENANCE YARD 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. �P DORq 0 No. 74405 CIV1\- 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 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 STA. 352+00 TO 361 +00 LQ-005 FRED WARING DRIVE ADAMS STREET LQ-006 FRED WARING DRIVE STA. 370+00 TO 386+50 LQ-007 FRED WARING DRIVE DUNE PALMS ROAD LQ-008 FRED WARING DRIVE STA. 406+00 TO 413+00 LQ-009 JEFFERSON STREET POMELO/POMELO VERANO DRIVE LQ-010 JEFFERSON STREET AVENUE 50 LQ-011 JEFFERSON STREET STA. 42+00 TO 62+00 LQ-012 JEFFERSON STREET GOLDEN GATE DRIVE LQ-013 JEFFERSON STREET AVENUE 48 LQ-014 JEFFERSON STREET HIGHWAY 111 LQ-015 AVENUE 48 WASHINGTON STREET LQ-016 AVENUE 48 STA. 20+00 TO 31 +00 LQ-017 AVENUE 48 ADAMS STREET LQ-018 AVENUE 48 DUNE PALMS ROAD LQ-019 AVENUE 48 JEFFERSON STREET LQ-020 AVENUE 50 EISENHOWER DRIVE LQ-021 AVENUE 50 STA. 28+00 TO 48+00 LQ-022 AVENUE 50 WASHINGTON STREET LQ-023 AVENUE 50 STA. 58+50 TO 69+00 LQ-024 AVENUE 50 STA. 69+00 TO 79+00 LQ-025 AVENUE 50 MOON RIVER DRIVE LQ-026 AVENUE 50 STA. 89+00 TO 110+00 LQ-027 AVENUE 50 STA. 110+00 TO 120+50 LQ-028 AVENUE 50 JEFFERSON STREET LQ-029 AVENUE 50 STA. 131+50 TO 154+50 LQ-030 AVENUE 50 STA. 154+50 TO 176+75 LQ-031 AVENUE 50 WASHINGTON STREET LQ-032 DETAIL SHEETS: DESCRIPTION SHEET No. A. TYPICAL RIGHT LANE CLOSURE — NEAR SIDE OF INTERSECTION LQ-033 B. TYPICAL RIGHT LANE CLOSURE — FAR SIDE OF INTERSECTION LQ-034 C. TYPICAL LEFT LANE CLOSURE — NEAR SIDE OF INTERSECTION LQ-035 D. TYPICAL LEFT LANE CLOSURE — FAR SIDE OF INTERSECTION LQ-036 E. TYPICAL CENTER LANE CLOSURE — NEAR SIDE OF INTERSECTION LQ-037 F. TYPICAL CENTER LANE CLOSURE — FAR SIDE OF INTERSECTION LQ-038 G. TYPICAL RIGHT TURN POCKET CLOSURE LQ-039 H. TYPICAL LEFT TURN POCKET CLOSURE LQ-040 I. TYPICAL RIGHT/BIKE LANE CLOSURE — NEAR SIDE OF INTERSECTION LQ-041 J. TYPICAL RIGHT/BIKE LANE CLOSURE — FAR SIDE OF INTERSECTION LQ-042 K. TYPICAL RIGHT LANE, BICYCLE LANE AND GOLF CART LANE CLOSURE LQ-043 N. TYPICAL SIDEWALK CLOSURE — AT INTERSECTION LQ-044 P. TYPICAL RIGHT LANE CLOSURE — AT MID BLOCK LQ-045 T. TYPICAL RIGHT LANE CLOSURE — BICYCLE LANE AND RIGHT TURN LANE KEPT OPEN LQ-046 BICYCLE LANE DETOUR FOR AVENUE 50 LQ-047 TRAFFIC CONTROL PLAN COVER SHEET CVAG REGIONAL TSS PROJECT PHASE II -.n01[Mill• SHEET LQ-001 OF LQ-047 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-047 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 USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-010 . NO SIDEWALK ON THIS SIDE, FREE WARING DRIVE R/W Of or or 1 C Mm zTem +00 / 17+00 318+00 319+00 — - -T I. USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-042. t. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN P R/W CI i . USE TYPICAL CLOSURE DETAIL K, SHEET NO. 320+00 321+00 . USE TYPICAL CLOSURE DETAIL G. SHEET NO. i R/W C� R/W Or-' --- -- - — m I }{ W f + t.-- W ' 00 326+00 ' f 32 +00 O + }r: Lid i N M N Z �' — R/W J Y w QI I CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING WARING (P . USE TYPICAL CLOSURE DETAIL J, SHEET NO. I I � 0 SI TEE SPEED 5 0 MPH) ' W R/W J W m SCALE. 1" = 40' W N 322+00 323+00 324+00 - _ 9LO O I + M a «-------------- -- -- -- R/Wj Z J TABLE 1 = TAPER LENGTHS (FOR 12' OFFSET WIDTH) ' a I � MINIMUM TAPER LENGTH** I SPEED* S (MPH) MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 30 320 160 107 50 (100 MAX) 50 600 300 200 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. COORDINATE WITH SUNLINE TRANSIT AGENCY FOR BUS STOP CLOSURE * 32 +00 - 4 TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES MAXIMUM CHANNELIZING DEVICES SPACING SPEED (MPH) TAPER* TANGENT CONFLICT (FT) (FT) (FT) 30 30 60 15 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. SCALE. 1" = 40' (POSTED SPEED 50 MPH WUKK AKtA / . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-043. I O . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, I O AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. 1 . COORDINATE WITH SUNLINE TRANSIT AGENCY FOR BUS STOP CLOSURE DURING CONSTRUCTION, H W LLj c� c W 332a, 0 Q 4- - - - -�- - - - - 5M \-R/WMOW I N ' O Qi00 - W O M N W -- -- -- J R/W� _ I � I QQ I TABLE 3 ADVANCE WARNING SIGN SPACING GENERAL NOTES 1. SEE SHEET 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. ROAD TYPE DISTANCE BETWEEN SIGNS (FT) A B C URBAN — MORE THAN 25 MPH TO 40 MPH 250 250 250 URBAN — MORE THAN 40 MPH 350 350 350 LEGEND �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. 2❑ PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BARD CHANNELIZING DEVICE {-L} TYPE II BARRICADE WITH SIGN +I+ 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 TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 30 200 50 425 COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/oNq` CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° P. DoRq FQwwra 78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical � O ti 73-710 Fred Waring Drive �`� ��' ° �' La Quinta, CA 92253 F R E D WARING DRIVE Know What'S bPiIOW■ '�► 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 sT civic BRYAN McKINNEY, P.E. DAIL 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-o47 OHN A. DORADO RCE N0. 74405 DATE I R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II 01 FRED WARING 11WORK AREA 8 . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-043. _j . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. W b. CONTRACTOR SHALL Pgomm ACCESS To VENICE DRIVE AT ALL -nmEsJ LLj N�-- - - -- -- -- -- - - - W C or W I R/W 01 OI + 2- 2-5; QQ M F_ �t WORK AREA 10 1 W SCALE: 1 " = 40' J J W C C C -- _ ��� -- - -- -- -- -- -- -- I BARRICADES,AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. O W Z J - -- -- -- -- -- U 1 --77 H < -- WORK AREA 9 I . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-043. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRIQ AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. F- F'REL �I 0- C V (AV) KEEPING THE COACHELLA VALLEY MOVING . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-043. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES. BA WARING DRIVE R/W Inwvv (P 0 S TED SPEED 5 0 MPH) I 1­_ i . USE TYPICAL CLOSURE DETAIL K. SHEET N0. LQ-043. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, vig+nn I I O I + A.4n+no 'IAJ+n 349+0 M Q _ H I N 1 Lw Z J U I ~ Q -- -- --J M __�:R/W I . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-043. !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. — 1A4zE n zar7+nD 3q Qo 3349+00 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. to ' (POSTED SPEED POSTED SPEED C'1 � J 5 O MPH LLj �8� \ R/W LLj 2 - -- -� -- -- -- -- (n C -�- 1 W i N � o 10 - - - -� --�- In IH N W z I � R/W . USE TYPICAL CLOSURE DETAIL K, SHEET N0. LQ-043. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN 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. SCALE: 1" = 40' GENERAL NOTES 1. SEE SHEET LO-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. LEGEND F 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 +=F 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) 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. 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 WARING 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 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 1%X FICA \EO���Q Q V I C I O A c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-047 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 SHEET 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. I OI (' FRED L/W IllW-- -- -- C NI — W (W UI < I CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING SPEED* S (MPH) 50 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. . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-043. L CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BA ---454--i;se-- --- ee-- _+ - �- --+ -- R/WT- TABLE 3 ADVANCE WARNING SIGN SPACING ROAD TYPE URBAN —MORE THAN 40 MPH DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-043. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES. BA /h '' / 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. (POSTED SPEED 5 %�/��������-Y Ico I � 0 MPH) R/W J -- W C _ N AR w I WORK AREA 17 . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-042. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. . COORDINATE WITH SUNLINE TRANSIT AGENCY FOR BUS STOP CLOSUR TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 W Z J 2 `! 1 LEGEND �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPRING AS SHOWN. 0 PROVDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD CHANNELIZING DEVICE +xF TYPE II BARRICADE WITH SIGN +FF TYPE III BARRICADE i1F 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/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 O ti 73-710 Fred Waring Drive �`� ��' ° �' La Quinta, CA 92253 F R E D WAR I N G DRIVE Know What'S bPiIOW■ '�► 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 352+00 TO STA 361 +00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-005 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-047 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 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 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 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) 40 320 160 107 50 (100 MAX) 50 600 300 200 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-042. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. COORDINATE WITH SUNLINE TRANSIT AGENCY FOR BUS STOP CLOSURE i low _. t TYPICAL CLOSURE 21 -- -- -- -- -- -- < WORK AREAS 22-24 I 1. USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041, FOR #3 EB LANE AND BICYCLE LANE OF FRED WARING DRIVE. 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN . USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-042. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. COORDINATE WITH SUNLINE TRANSIT AGENCY FOR BUS STOP CLOSURE TABLE 3 ADVANCE WARNING SIGN SPACING I ROAD TYPE DISTANCE BETWEEN SIGNS (FT) A B C URBAN — MORE THAN 25 MPH TO 40 MPH 250 250 250 URBAN — MORE THAN 40 MPH 11 350 350 350 CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING . USE TYPICAL CLOSURE DETAIL C. SHEET NO. 3 TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES MAXIMUM CHANNELIZING DEVICES SPACING SPEED (MPH) TAPER* TANGENT CONFLICT (FT) (FT) (FT) 40 40 80 20 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. 11 • USE TYPICAL CLOSURE DETAIL C, SHEET NO. LQ-035.I I _ 1 0 . USE TYPICAL CLOSURE DETAIL E. SHEET NO. LQ-037 I OI C'1 SCALE. 1 " = 40' FRED WARING SING I VIA' (POSTED SPEED 50 MPH) �r'_/ — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — R/W CO36 oT Y OF RI VERSED o LAUINTA C. M SE TYPICAL CLOSURE DETAIL C. SHEET NO. . USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-040. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BA . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041, FOR #3 EB LANE AND BICYCLE LANE OF FRED WARING DRIVE. . USE TYPICAL CLOSURE DETAIL A, SHEET NO. LQ-033, FOR #2 NB LANI OF ADAMS STREET. i. USE TYPICAL CLOSURE DETAIL N, SHEET NO. LQ-044, FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. •. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041, FOR #3 EB LANE AND BICYCLE LANE OF FRED WARING DRIVE. !. USE TYPICAL CLOSURE DETAIL C. SHEET NO. LQ-035, FOR #1 NB LANE OF ADAMS STREET. i. USE TYPICAL CLOSURE DETAIL N. SHEET NO. LQ-044, FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. •. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041, FOR #3 EB LANE AND BICYCLE LANE OF FRED WARING DRIVE. L USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-040, FOR #1 NB LEF TURN POCKET. I. USE TYPICAL CLOSURE DETAIL N. SHEET NO. LQ-044, FOR CROSSWAKI CLOSURE. PROVIDE PEDESTRIAN DETOUR. k. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, 369+00 37Q O — —I ) M I N go _j R/Wj I Q I . USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-042. !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES. BA TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 40 305 50 425 LEGEND �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. 0 PROVDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD CHANNELIZING DEVICE +xF TYPE II BARRICADE WITH SIGN +FF TYPE III BARRICADE i1F 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� 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 FRED WARING DRIVE KI I 0now What'S bPiIOW■ '�► Suite 200 Tel: (949) 861-4999 = m - - Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 W.'No. 74405 r STA 361 +00 TO STA 370+00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-006 74405 06/06/2023 sTgTF FICA \EO���Q R E V I C I O N c BRYAN WORKSPUBLIDIRECTOR/CITY ENGINEER EY, P.E. DATE C VA G REGIONAL T S S PROJECT LQ-047 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J R C EC No.49418 EXP. DATE: 09/30/24 PHASE II OF O I LO I 0I I IW J f'PIFRED PSTED SPEED 50 MPH) �o jA� R/W F- W -- -- - W -- -- -- -- --�-- -- -- -- -- -- -- -- -- -- -- -- - m W N i -- -- -- -- -- C I LLJ W W N Cl) p0 CO1+00 T Y OF RIVERSIDE 373+00 374+ 376+00— 3�7+06 378100 00 O + LA Q UINTA FAJ M � Q I N F w N CA c c -- -- c -- -- - - C z c c W c T __ - -- J f _ R/W) --__'�7 -- -- Q R/W WORKAREA 30 1. USE TYPICAL CLOSURE DETAIL K, SHEET LQ-043. I I . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICAD AREA 28 AREA 29 AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATH I I . USE TYPICAL CLOSURE DETAIL J. SHEET L —042. . USE TYPICAL CLOSURE DETAIL K. SHEET LQ-043. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADE _CONTRACTOR SHALL, PROTECT WORK, ZONE WITH CONES, BARRICAD I r �I FRED WARIFTG DRIVE W � I R/W W N 0 I+pp �80+0081+00 382+00 383+00 — + k - +_ I — GENERAL NOTES 1. SEE SHEET 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 SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. SCALE: 1" = 40' 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. LEGEND �E EXISTING DELINEATOR, 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 . USE TYPICAL CLOSURE DETAIL K, SHEET LQ-043. !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICAD ALI„ rI A^P%"neb At. LIrrl,r % TA kAAIL TAIL, r%r.,rl%7M.ALI „A,,,..,A%& ESI 41+ TYPE III BARRICADE WITH SIGN (POSTED SPEED 50 _ o 0 NI wl — — — — z C C C C - Q I R/W �I n . USE TYPICAL CLOSURE DETAIL K. SHEET LQ-043. !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, 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. I$1'et MPH)_j LLj - - - - R/W� W Lv SCALE: 1 " = 40' N I CO UK'ITY OF RIVERSIDE 384+00 385+00 386+00 O I— LO 0 UINTA s ao M Q Iv~i z R/W U I � I � USE TYPICAL CLOSURE DETAIL K. SHEET LQ-043. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. 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. i SIGN I=> DIRECTION OF TRAVEL 0 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 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 bPiIOW■ '�► 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 '� 4 REV. DESCRIPTION BY: APP VD: SHEET LQ-007 74405 06/06/2023 sTgTF FICA \Efj 11 Q V I C I O c BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-047 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 wl(W UI � �I �I I ILl . USE TYPICAL CLOSURE DETAIL I I J . USE TYPICAL CLOSURE SHEET N0. LQ-041. 3 . CONTRACDETAIL TOR SHALL PROVIDE ACCESSNTRATC LATOR QUINTA LL PROVIDE ALMS P 0 S TED SPEED 5 0 1 "�` ��� j ]� Q PH) V AJL SINS DRIVE � R/W ACCESS TO LA QUINTA PALMS AT ALL TIMES, R/WAT ALL ��� W --�-- -- -- -- -- -- - -- -- -- -- -- -- -- - IM -+ _-----------------------------------------�, -- -- -- —� -- -- f,___---- —� w COUNTY 39,F: e-RIVERSIDE 389+00 390-! LA Q UINTA c --- C ----- —� -POST FLAGGER TO MAINTAIN ACCESS THROUGH 5' PEDESTRIAN PATHWAY THOUGH WORK AREA DURING CONSTRUCTION. -FLAGGER MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF THE SIDEWALK/CROSSWALK TO PROVIDE ASSISTANCE. -SIDEWALK/CROSSWALK TO BE AVAILABLE FOR PEDESTRIAN TRAFFIC. . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041, FOR #3 EB LANE AND BICYCLE LANE OF FRED WARING DRIVE. :. USE TYPICAL CLOSURE DETAIL A, SHEET NO. LQ -033 FOR RIGHT TUR LANE OF DUNE PALMS ROAD. i. USE TYPICAL CLOSURE DETAIL N. SHEET NO. LQ-044 FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. .CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, FRED HARING ann+nn 401+0VV 0 — C T C 3+00 394 00 395+00 396+00 O --- + M zzzzz N W c c c Z lop J.c r r J 2 w 'F�Q AREA 37 REA M R/W USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-042. USE TYPICAL CLOSURE CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADE% DETAIL J, SHEET NO. LQ-042. AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, ' AND FLAGGERS AS NEEDED TO MAINTAI PEDESTRIAN PATHWAY, WORK AREA 39 . USE TYPICAL CLOSURE USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-043. DETAIL J, SHEET NO. LQ-042. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, 2. CONTRACTOR SHALL PROTECT AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. WORK ZONE WITH CONES, BARRICADES, . CONTRACTOR SHALL PROVIDE ACCESS TO MONTICELLO AVENUE AT ALl AND FLAGGERS AS NEEDED TO MAINTAI TIMES, I PEDESTRIAN PATHWAY, _ 402+00_ WORK AREA 40 .< 7_R/W . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-043. I . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARI r-C I AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATH SETYPICAL CLOSURE DETAIL J, SHEET NO. LQ-042. ONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICAD CV(AV)SYNC 1 _: I 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) KEEPING THE COACHELLA VALLEY MOVING *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/pNq OF GO VERNMENTS Traffic +ITS +Communications +Civil +Electrical DORgOo 73-710 Fred Waringg Drive KIIOW Wh1t'S b@SOW■ '� '� ► Palm Desert, CAIt92200 1200 Roosevelt Tel: (949) 861-4999 Z No. 74405 Call before you dig. CVAG Fax: (949) 502-5522 www.advantec-uso.com 74405 06/06/2023 sT CIV1� Irvin CA 92620 9TF OF CA0FO� OHN A. DORADO RICE NO. 74405 DATE DRIVE R/W --r 403+00 404+00 05+00 c c — R/W WORK AREA 41 . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-043. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADE AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, 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 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. REV. I DESCRIPTION R E V I S 1 0 N S CITY OF LA QUINTA APPROVED BY: �J tU 78-495 Calle Tampico La Quinta, CA 92253 BY: I APP'VD: BRYAN McKINNEY, P.E. DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. No. 49418 EXP. DATE: 09/30/24 SCALE. 1" = 40' LEGEND �E EXISTING DELINEATOR, 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 {-L} TYPE II BARRICADE WITH SIGN +1+ 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 ' FLAGGER SCALE: 1" = 40' GENERAL NOTES 1. SEE SHEET 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. 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 45 360 50 425 TRAFFIC CONTROL PLAN FRED WARI NG DRIVE STA 386+50 TO STA 406+00 CVAG REGIONAL TSS PROJECT PHASE II SHEET LQ-008 OF LQ-047 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. 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. . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-043. !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. FL.pi I FRED 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. . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-043. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. I/� !I / ' / 1 01 DRIVE 4n7+n0— 409+00 410+00 R/W -POST FLAGGER TO MAINTAIN ACCESS THROUGH 5' PEDESTRIAN PATHWAY THOUGH WORK AREA DURING CONSTRUCTION. -FLAGGER MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF THE SIDEWALK/CROSSWALK TO PROVIDE ASSISTANCE. -SIDEWALK/CROSSWALK TO BE AVAILABLE FOR PEDESTRIAN TRAFFIC. CV�i�SYNC KEEPING THE COACHELLA VALLEY MOVING (POSTED SPEED 50 MPH) 411+00 4124,9 413 rul FIA r1orld - MMMMOM. V Fd, 0, IV, A , r, "I —POST FLAGGER TO MAINTAIN ACCESS THROUGH 5' PEDESTRIAN PATHWAY THOUGH WORK AREA DURING CONSTRUCTION. —FLAGGER MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF THE SIDEWALK/CROSSWALK TO PROVIDE ASSISTANCE. -SIDEWALK/CROSSWALK TO BE AVAILABLE FOR PEDESTRIAN TRAFFIC. . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-043. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. �. CONTRACTOR SHALL PROVIDE ACCESS TO MONTICELLO AVENUE AT AL TIMES. T� C TC R/W� TABLE 3 ADVANCE WARNING SIGN SPACING ROAD TYPE URBAN -MORE THAN 40 MPH . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-043. » CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. �. CONTRACTOR SHALL PROVIDE ACCESS TO MONTICELLO AVENUE AT AL TIMES. 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 CHANNELIZING DEVICE 4z+ 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 9t FLAGGER SCALE. 1" = 40' COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QI rr.ss/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 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 Irvi Roosevelt Fax: (949) 502-5522 W No. 74405 � STA 406+00 TO STA 413+00 Irvin CA 92620 www.advantec-usa.com '� � REV. DESCRIPTION BY: APP VD: SHEET LQ-009 74405 06/06/2023 sTgTF FICA \EO���Q R E V I C I O N c BRYAN WORKS EY, P.E. DATE C VA G REGIONAL T S S PROJECT LQ-047 OHN A. DORADO RCE NO. 74405 DATE 1 ` J J PUBLIR C EC No.49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF K AREA 3 - PHASE I WORK AREA 5 USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041, . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-043. WORK AREA 1 FOR #3 SB LANE AND BICYCLE LANE OF JEFFERSON STREET. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AN 1. USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041, 2. SEE DETAIL C ON THIS SHEET FOR SETUP OF WORK ZONE. SCALE: 1 �. 3. USE TYPICAL CLOSURE DETAIL N. SHEET N0. LQ-044, = 40' FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, FOR #3 SB LANE AND BICYCLE LANE OF JEFFERSON STREET. FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. 2. SEE DETAIL A ON THIS HEAT FOR SETUP OF WORK ZONE. CONTRACTOR HALL ALLOW TRAFFIC TO INGRESS AND EGRESS. A+ USE TYPICAL CLOSURE DETAIL N, SHEET N0. LQ-044, FLAGGER SHALL BE PROVIDED FOR EACH DIRECTION 11 FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. CONTRACTOR HALL PROTECT WORK ZONE WITH CONES, BARRICADES, AN . CONTRACTOR HALL ALLOW TRAFFIC TO INGRESS AND EGRESS. A FLAGGER SHALL BE PROVIDED FOR EACH DIRECTION. FLAGGERS AS NEEDED M MAINTAIN PEDESTRIAN PATHWAY, 5. CONTRACTOR HALL PROTECT WORK ZONE WITH CONES, BARRICADES, AN _ PHASE 2 1 FLAGGERS AS NEEDED M MAINTAIN PEDESTRIAN PATHWAY, 1. USE TYPICAL CLOSURE DETAIL I, SHEET N0. LQ-041, FOR #3 SB LANE AND BICYCLE LANE OF JEFFERSON STREET. 2. SEE DETAIL D ON THIS SHEET FOR SETUP OF WORK ZONE. 13. USE TYPICAL CLOSURE DETAIL N, SHEET NO. LQ-044, FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. . CONTRACTOR HALL ALLOW TRAFFIC TO INGRESS AND EGRESS. A FLAGGER SHALL BE PROVIDED FOR EACH DIRECTION 5. CONTRACTOR HALL PROTECT WORK ZONE WITH CONES, BARRICADES, ANFLAGGERS AS NEEDED M MAINTAIN PEDESTRIAN PATHWAY, W Q JEFFERSON STREET (POSTED SPEED 50 MPH ^ , � - - - -ri R� M R/W /W —SIDEWALK— c c - f-a 4- J � - - - DETAIL A �00 6+00 7+00 8+00 9+00 1 10 0 11 +00 12+00 13+0 14+00 15+ SCALE: 1"=20' LLJ --------!-------- ..ram � -- -- -- -- -- -- -- -- -- -- -- _ __iCR/V1 R/W 4 �a 8 ^ - y � . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041. / �, r Q• >�-<4: -- ,�'z�,� . CONTRACTOR SHALL PROTECT WORK ZONE WITH CON BARRICAD AN t iFLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, h j C ` WORK AREA 2 C �~ USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041, . FOR #3 SB LANE AND BICYCLE LANE OF JEFFERSON STREET. <1 2. SEE DETAIL B ON THIS SHEET FOR SETUP OF WORK ZONE. �! ., USE TYPICAL CLOSURE DETAIL N, SHEET NO. LQ-044, LEGENDFOR CROSSWCLOSURE. PROVIDE PEDESTRIAN DETOUR. . CONTRACTORSLK HALL ALLOW TRAFFIC TO INGRESS AND EGRESS. A DETAIL C a EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. FLAGGER HALL BE PROVIDED FOR EACH DIRECTION. 5. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, ANFLAGGERS AS NEEDED M MAINTAIN PEDESTRIAN PATHWAY, SCALE: 1 =20 a PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. DETAIL 6 cv ® FSCALE: 1"=20' TABLE 1 LASHING ARROW BOARD TABLE 2 I � TAPER LENGTHS (FOR 12' OFFSET WIDTH) MAXIMUM SPACING OF CHANNELIZING DEVICES CHANNELIZING DEVICE MINIMUM TAPER LENGTH** — — — — — i=+ TYPE II BARRICADE WITH SIGN MAXIMUM CHANNELIZING DEVICES SPACING SPEED* SPEED ti `r ��' +I+ TYPE III BARRICADE S MERGING SHIFTING SHOULDER DOWN (MPH) TAPER* TANGENT CONFLICT ��;` (MPH) L L/2 L/3 STREAM _01 +1+ TYPE III BARRICADE WITH SIGN FT FT FT(FT)(FT) (FT) (FT) ( ) ( ) C ) .i SIGN 50 50 100 25 50 600 300 200 50 (100 MAX) *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. I=> DIRECTION OF TRAVEL *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. DETAIL D O SIGNALIZED INTERSECTION TABLE 3 SCALE: 1 "=20' cM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ADVANCE WARNING SIGN SPACING TABLE 4 GENERAL NOTES WORK AREA DISTANCE BETWEEN SIGNS (FT) BUFFER LENGTH (FT) 1' SEA SHEET LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS ® ROAD TYPE SPEED DISTANCE SHEET. 2. CONTACT PROPERTY OWNERS) 72 HOURS PRIOR TO START OF WORK. qt FLAGGER A B C 50 425 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. URBAN — MORE THAN 40 MPH 350 350 350 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. CV(AV)SYNC 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. KEEPING THE COACHELLA VALLEY MOVING COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/p^,qC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. - OF GOVERNMENTS �° p. Do 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 JEFFERSON STREET Know What's below. '� Suite 200 Tel: (949) 861-4999 W ' 74405 No. m Call before you dig. CVAG Palm Desert, CA 92260 120o Roosevelt Fax: (949) 502-5522 PROJECT LIMITS TO STA 15+00 Irvin CA 92620 www.advantec—usa.com REV. DESCRIPTION BY: APP VD: SHEET LQ-010 sT C/��- �`P BRYAN McKINNEY, P.E. DATE 74405 06/06/2023 9TF OF CA��R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-047 OHN A. DORADo RCE N0. 74405 DATE I R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II 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 +1+ TYPE III BARRICADE WITH SIGN i SIGN => DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA (POSTED SPEED 50 MPH) R/W - C . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-043. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, USE TYPICAL CLOSURE DETAIL T, SHEET NO. LQ-046, FOR #3 SB LANE OF JEFFERSON STREET. L USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041, FOR #2 EB LANE OF AVENUE 50. i. USE TYPICAL CLOSURE DETAIL N, SHEET NO. LQ-044, FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. �. CONTRACTOR SHALL PROTECT WORK ZONE WITH ONES, BARRICADES, ANI USE TYPICAL CLOSURE DETAIL G. SHEET NO. LQ-039. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, F. SH USE TYPICAL CLOSURE DETAIL D. SHEET NO. LQ-0364 JEFFERSON STREET -00 20+00 —2 -�-00 R/W nVRn r MQA a — rnl"►x c USE TYPICAL CLOSURE DETAIL E. SHEET NO. LQ-037 WORK AREA 19 . USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-042. TABLE 2 2. USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-040, FOR #2 SB TURN LANE OF JEFFERSON STREET. MAXIMUM SPACING OF CHANNELIZING DEVICES r. MMS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND SPEED (MPH) MAXIMUM CHANNELIZING DEVICES SPACING TAPER* (FT) TANGENT (FT) CONFLICT (FT) 50 50 100 25 55 50 100 25 R/W *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. WORK AREA 22 . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-042. CV(((0­-)))SYNC. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-032, FOR #2 SB LEFTTURN LANE OF JEFFERSON STREET. KEEPING THE COACHELLA VALLEY MOVING CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND RAMNTAIN PEDESTRIAN PATHWAY, COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/pN OF GO VERNMENTS �° q` Traffic +ITS +Communications +Civil +Electrical �� � P' OORgOo -- " -73-710 Fred Waring Drive Know what's below.'�► Suite 200 Tel: (949) 861-4999 No. 74405 Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt ( ) Fax: 949 502-5522 Irvin CA 92620 www.advantec—uso.com 74405 06/06/2023 sT CIV1� 9TF OF CA��FO� OHN A. DORADO RCE NO. 74405 DATE In as 0 z USE TYPICAL CLOSURE DETAIL T. SHEET NO. LQ-046, FOR #3 SB LANE OF JEFFERSON STREET. 2. USE TYPICAL CLOSURE DETAIL C. SHEET NO. LQ-035, FOR #1 EB LANE OF AVENUE 50. 3. USE TYPICAL CLOSURE DETAIL N. SHEET NO. LQ-044, FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, �CD -.� �-pre MNE �i/ Pil/ C 24+00 } W 0 C) 0 USE TYPICAL CLOSURE DETAIL T, SHEET NO. LQ-046, FOR #3 SB LANE OF JEFFERSON STREET. USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-040, FOR EB LEFT TURN POCKET. i. USE TYPICAL CLOSURE DETAIL N. SHEET NO. LQ-044, FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, USE TYPICAL CLOSURE DETAIL T, SHEET NO. LQ-046, FOR #3 SB LANE OF JEFFERSON STREET. L USE TYPICAL CLOSURE DETAIL F, SHEET NO. LQ-038. 1. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040, FOR NB LEFT TURN POCKET OF JEFFERSON STREET. i. USE TYPICAL CLOSURE DETAIL N, SHEET NO. LQ-044, FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. L PROVIDE FLAGGER IN EACH DIRECTION OF WORK AREA. PROVIDE R4-7 SIGN FACING TRAFFIC TRAVELING WESTBOUND ON AVENUE 50. i. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, 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. GENERAL NOTES 1. SEE SHEET 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 .. USE TYPICAL CLOSURE DETAIL G, SHEET NO. LQ-039. �0WN• . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AN FLAGGERS AS NEEDED M MAINTAIN PEDESTRIAN PATHWAY, AREAS 11-14 USE TYPICAL CLOSURE DETAIL T, SHEET NO. LQ-046 FOR SB LANE OF JEFFERSON STREET. (POSTED SPEED USE TYPICAL CLOSURE DETAIL E. SHEET NO. LQ-037 —SIDEWALK— P�� FOR SB LANE OF JEFFERSON STREET. - - —SIDEWALK R/Wor - C - S 11-14 :A1 — — — EA ' LA Q UI1 STA 27+00 28+00 USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-040 FOR 02 SB LEFT TURN LANE OF JEFFERSON STREET. USE TYPICAL CLOSURE DETAIL C. SHEET NO. LQ-035. EXISTING SHOULDER SHALL BE USED TO ALLOW THROUGH MOVEMENTS. 1. CONTRACTOR SHALL PROVIDE FLAGGER AT ALL TIMES TO MAINTAIN TRAVEL THROUGH THE SHOULDER. i. CONTRACTOR SHALL COVER EXISTING CONFLICTING SIGNA( TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 50 495 -- -- -- -- --__'�R/W USE TYPICAL CLOSURE DETAIL C, SHEET NO. LQ-035 FOR #1 SB LANE OF JEFFERSON STREET. TABLE 3 ADVANCE WARNING SIGN SPACING ROAD TYPE URBAN —MORE THAN 40 MPH CITY OF LA Q U I N TA APPROVED BY: �J tU 78-495 Calle Tampico La Quinta, CA 92253 REV. DESCRIPTION BY: I APP'VD: BRYAN MCKINNEY, R E V I S 1 0 N S PUBLIC WORKS DIRI R.C.E. No. 49418 DA ENGINEER EXP. DATE: 09 SCALE: 1" = 40' DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 TRAFFIC CONTROL PLAN DRAWING NO: JEFFERSON STREET STA 19+00 TO STA 30+50 SHEET LQ-011 CVAG REGIONAL TSS PROJECT OF LQ-047 PHASE II W�117AI'Gii:� R/W �C LA Q UTATTA —IND- 0 �R/W TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) SPEED* S (MPH) 55 MINIMUM TAPER LENGTH** MERGING SHIFTING SHOULDER DOWN L L/2 L/3 STREAM (FT) (FT) (FT) (FT) 660 330 220 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. TC— ,S°TREET 777 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. i (POSTED SPEED R/W �/%% I 5 5 MPH) � - " SCALE. 1 = 40' I� IW SIDEWALK R/W J 3 O - � - - - m GENERAL NOTES W (W 1. SEE SHEET LO-001 AND LO-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS I SHEET. _ I O 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. + 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. — N LO 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. Q � 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR I N TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. W Z 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF F J SHOWN. 2 I R/W I I TABLE 3 TABLE 4 ADVANCE WARNING SIGN SPACING BUFFER LENGTH (FT) DISTANCE BETWEEN SIGNS (FT) SPEED DISTANCE ROAD TYPE 55 495 A B C URBAN — MORE THAN 40 MPH 350 350 350 1. UCO�NTRACI ORLS CLOSURE DETAIL zOHWEEWITNO. LR—°� LEGEND SCALE. 1 " = 40' I2. CONES, BARRICADES, AND FLAGGERS AS NEEDED I I I �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. R/W JEFFERS O N SIDEWALK S TREE T SIDEWALK (P 0 S TED SPEED 5 5 MPH) I� � �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR R/W J BARRICADE AT TYPICAL SPACING AS SHOWN. — — — T — — — — — — — — — _� — = Tc — — — �c — — —�� — c— — —— — — — — — —�� _ — _ — — Hi WLLJ �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. CL KARA 3 2 N LLj' W FLASHING ARROW BOARD (%j — — — W LA Q UINTA I �' 53+00+�� I 56+00 59+00 C�+— —fir+�� —�Z+ I • CHANNELIZING DEVICE 11 O r--C 1 Op {L} TYPE II BARRICADE WITH SIGN — — INDIO + 04 LO to +}} TYPE III BARRICADE N }}} TYPE III BARRICADE WITH SIGN LLj ZI IW J \ / Z i J SIGN — —— —— —— —— —— —— —— —— — —— —— —— —— —— —— —— —— — —— —— — —— —— TR/W --�\ /� R/W 2 Q I I => DIRECTION OF TRAVEL SIGNALIZED INTERSECTION I PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) WORK AREA CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROF D lnvgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS p. ORq 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) 861-4999call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 � No. 74405 � STA 42+00 TO STA 62+00 Irvin CA 92620 www.advantec—usa.com '� 4 REV. DESCRIPTION BY: APP VD: SHEET LQ-012 sT civic �`P BRYAN MCKINNEY, P.E. DATE 74405 06/06/2023 9TF OF CAO " R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-047 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II 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 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. I NI OI I JEFFERSON S T NT' T SIDEWALK Or J R/W W c c c c W 2' NI `n LA Q UINTA 03+III 64+aU 6s+00 —6+00 67+00 p - N INDIO in ZI -- -- -- -- -- -- -- -- -- -- --� - U �7R/W QI / I SPEED* S (MPH) 55 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) 660 330 220 50 (100 MAX) *-TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. ROAD TYPE TABLE 3 ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS (FT) n 0 C URBAN - MORE THAN 40 MPH 350 350 350 CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING . USE TYPICAL CLOSURE DETAIL K, SHEET NO. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED i (POSTED SPEED 55 MPH 0 CJ J c i W W W NMI 1 N .70+00 71+00 721 pp I — -- -- -- -- -- -- -- -- z IQ I � I TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES MAXIMUM CHANNELIZING DEVICES SPACING SPEED (MPH) TAPER* TANGENT CONFLICT (FT) (FT) (FT) 55 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 55 495 AIL 1111111111110mm— SCALE. 1" = 40' LEGEND EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. PROVIDE TEMPORARY CHANNELIZING DEVICE. CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD • CHANNELIZING DEVICE +.IF TYPE II BARRICADE WITH SIGN +I+ TYPE III BARRICADE +-IF TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL OS SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/o I 1 0 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 J E F F E RSO N STREET Know What s below. Suite 200 Tel: (949) 861-4999 = m - - 0,Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 STA 62+00 TO STA 72+00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-013 sT CIVI� �`P BRYAN McKINNEY, P.E. DATE 74405 06/06/2023 9TF OF CA011 R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-o47 OHN A. DORADO RCE NO. 74405 DATE I I I R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II 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. USE TYPICAL CLOSURE DETAIL E. SHEET NO. LO-037 USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040, FOR #1 NB LEFT TURN POCKET OF JEFFERSON STREE' I o I JEFFERSON STREET II o� LLJ =1 W (n 00 I boo o T o L 2 QrORK AREA 26 — PHASE 1 — I USE TYPICAL CLOSURE DETAIL C. SHEET NO. LQ-035 nvr%r% nn&n w — r "n.M. USE TYPICAL CLOSURE TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) RIW2 -- DETAIL E. SHEET NO. MINIMUM TAPER LENGTH** SPEED* MERGING SHIFTING SHOULDER DOWN S (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. TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES CV Cc�0 KEEPING THE COACHELLA VALLEY MOVING 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. .2 10 R/W� N 0 u111111111111111n� If 111 USE TYPICAL CLOSURE DETAIL H, SHEET NO. w i o + 0 o i i I � cI 77,+00 I � C), A I o I (0 u� i III i v a SIDEWALK USE TYPICAL CLOSURE DETAIL D. SHEET NO. LQ-036, FOR #1 WB LANE OF AVENUE 48. !. USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-040, FOR f1 NB LEFT TURN POCKET OF JEFFERSON STREET 1. USE TYPICAL CLOSURE DETAIL N. SHEET NO. LQ-044, FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICAI �vRn AMQA 04 — rnr�x c USE TYPICAL CLOSURE DETAIL E. SHEET NO. LQ-037 nVMM AMQA %�c - rnA.W_ i USE TYPICAL CLOSURE DETAIL C SHEET NO. LQ-035 USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-040 FOR #2 SB LEFT TURN LANE OF JEFFERSON STREET. SIDEWALK R/W �� -- - _ c <­ !" W — rn - P K 31 79 $off L�l Q UINTA $�+o ��— 82� 1--�_ INDIO — — - - - - - - - - - - - - - - - - - - - - - �R/w (P0 S'TED SPEED 55 MPH USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-040 FOR SB #1 LEFT TURN LANE OF JEFFERSON STREET. �VYORK AREA 33 USE TYPICAL CLOSURE DETAIL C. SHEET NO. Cf TABLE 3 ADVANCE WARNING SIGN SPACING ROAD TYPE URBAN —MORE THAN 40 MPH DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 55 495 11 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 -6� TYPE II BARRICADE WITH SIGN 4 +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 COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/oNq` CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° P. ooRq FQwwra 78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical � O ti '� 73-710 Fred Waring Drive �`� ��' ° �' La Quinta, CA 92253 JEFFERSON STREET Know What s below. Suite 200 Tel: (949) 861-4999 = m - - Call before you dig. CVAG;7 Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 STA 72+00 TO STA 82+00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-014 sT civic BRYAN McKINNEY, P.E. DAIL 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-o47 OHN A. DORADO RCE N0. 74405 DATE I R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II n ARLA 001 — rnAJG 1 USE TYPICAL CLOSURE DETAIL C. SHEET NO. L2-035 USE TYPICAL CLOSURE DETAIL H, SHEET NO. FOR 02 EB LEFT TURN POCKET FLOOD CHANNEL 1. USE TYPICAL CLOSURE DETAIL F. SHEET NO. LQ-0380 FOR #2 SB LANE OF JEFFERSON STREET 2. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040 J F/ FERS O AT FOR #2 WB LEFT TURN POCKET OF HIGHWAY 111. MAINTAIN ACCESS TO DRIVEWAY AT ALL TIMES DURING CONSTRUCTION.' C WORK AREA 34 - PH 1 zzzzzzzzzzz,4::z eQ a �a _ 6dAcf_ �00 100+A9— --�Z _ _ /W USE TYPICAL CLOSURE DETAIL D, SHEET NO. LQ-036, FOR #1 WB LANE OF JEFFERSON STREET. L USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040 FOR #1 WB LEFT TURN POCKET OF HIGHWAY 111. 1. USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-040, FOR NB #1 LEFT TURN POCKET OF JEFFERSON STRE 1. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040, FOR NB #2 LEFT TURN POCKET OF JEFFERSON STREE numm ARGA go — rnAx USE TYPICAL CLOSURE DETAIL E. SHEET NO. LQ-037 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) 50 600 300 200 50 (100 MAX) 55 660 330 220 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING ROAD TYPE S, (POSTED SPEED 55 MPH) WORK AREA 41 1. USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-04LQ-040 FOR WB LEFT TURN POCKET. WORK AREA 42 1. USE TYPICAL CLOSURE DETAIL H, SHEET N FOR #2 WB LEFT TURN POCKET. TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES MAXIMUM CHANNELIZING DEVICES SPACING SPEED (MPH) TAPER* TANGENT CONFLICT (FT) (FT) (FT) 50 50 100 25 55 50 100 25 I r%mn ARLA 4V — rnAx I USE TYPICAL CLOSURE DETAIL D. SHEET NO. LQ-036, FOR #1 WB LANE OF HIGHWAY 111. USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041, FOR #3 SB LANE OF JEFFERSON STREET. i. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040, FOR #1 NB LEFT TURN POCKET OF JEFFERSON STREET. USE TYPICAL CLOSURE DETAIL N. SHEET NO. LQ-044, FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRIO (P0 S TED SPEED 55 MPH) SIDEWALK R/W --- 1-2 4 106+0@' LA Q UINTA W7+o0� s INDIO F%Mf% ARLA W — USE TYPICAL AIL C. SHEET NO. LI VWvRn AF%QA .JV — rn/ ►x c 1. USE TYPICAL CLOSURE DETAIL F, SHEET NO. LQ-038, FOR #2 WB LANE OF HIGHWAY 111. 2. USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041, FOR #3 SB LANE OF JEFFERSON STREET. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040, FOR #2 NB LEFT TURN POCKET OF JEFFERSON STREET. . USE TYPICAL CLOSURE DETAIL N, SHEET NO. LQ-044, h I FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. II15. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES. BARRIO AVRn P Kam q`.7 — rnAJG 1 9`7* USE TYPICAL CLOSURE DETAIL C. SHEET NO. LQ-035 *—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 DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 GENERAL NOTES SCALE. 1" = 40' mmN ARGA Ju — rnAxQ 1-4 USE TYPICAL CLOSURE DETAIL T. SHEET NO. LQ-046. #3 SB LANE OF JEFFERSON STREET. FORK AREA 40 - PHASE 2 USE TYPICAL CLOSURE DETAIL E. SHEET NO. LQ-037. 1. SEE SHEET 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 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 55 495 LEGEND F EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. F2 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 O SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers :I rr.ss/o 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 JEFFERSON STREET Know What s below. Suite 200 Tel: (949) 861-4999 = m - ' Call before you dig. CVAG Palm Desert, CA 92260 Irvi Roosevelt Fax: (949) 502-5522 No. 74405 STA 99+00 TO STA 108+00 Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-015 sT clvl� �`P BRYAN McKINNEY, P.E. DATE 74405 06/06/2023 9TF OF CA��R E V I S I O N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-o47 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II 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 4 + TYPE III BARRICADE 4-4-+ TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA / nVRn AM&^ c — rnl"►x i . USE TYPICAL CLOSURE DETAIL E. SHEET NO. LQ-037 A%MM P' MMA L - rnAQQ L . USE TYPICAL CLOSURE DETAIL C. SHEET NO. LQ-035 1. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040, FOR #2 LEFT TURN LANE OF WASHINGTON STREET. . USE TYPICAL CLOSURE DETAIL H. SHEET NO. 0 TORSE TYPICAL CLOURE DETAIL J, SHEET NO. LQ-042, TYPICAL CLOSURE DETAIL 1, SHEET NO. LQ-041, FOR #3 WB LEFT TURN LANE OF AVENUE 48. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN A VENUE 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. M&200 MOM n0n On . USE TYPICAL CLOSURE DETAIL A, SHEET NO. LQ-03: FOR #3 WB LEFT TURN LANE OF AVENUE 48. A 100' OPENING FROM STA. 13+00 TO STA. 14+00 SHALL B PROVIDED IN 03 WB LEFT TURN LANE SO THAT . USE TYPICAL CLOSURE DETAIL C, SHEET NO. I FOR #2 WB LEFT TURN LANE OF AVENUE 48. . USE TYPICAL CLOSURE DETAIL H SHEET NO. 48 I old WORK AREA 6 R/W 1. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040, FOR #2 SB LEFT TURN LANE OF WASHINGTON STREET. 2. USE TYPICAL CLOSURE DETAIL J. USE THE FARSIDE SETUP ONLY. THE NEARSIDE SETUP DOES NOT APPLY. SEE SHEET NO. LQ-042, FOR #2 EB LANE OF AVENUE 48. 3. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. . USE TYPICAL CLOSURE DETAIL I. SHEET NO. 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. � I I � (POSTED SPEED 50 MPH) R/W Uj- - W SCALE. 1" = 40' W W 17 6( 1 ;�1: 19+I UU ZD O c c Z_ 1. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040, FOR #2 LEFT TURN LANE OF WASHINGTON STREET. I -) 2. USE TYPICAL CLOSURE DETAIL J. USE THE FARSIDE SETUP ONLY. THE NEARSIDE SETUP DOES NOT APPLY. I < SEE SHEET NO. LQ-042, FOR #2 EB LANE OF AVENUE 48. 3. CLOSE #2 LANE AND BICYCLE LANE FROM WASHINGTON STREET TO WORK AREA 11. I 4. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. . USE TYPICAL CLOSURE DETAIL K, SHEET NO. L CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES. BARRICADES, AND FLAGGERS AS NEEDED 7nvr[n AM&A o — rnl"►x i . USE TYPICAL CLOURE DETAIL C. SHEET NO. LQ-03 . USE TYPICAL CLOSURE DETAIL D. SHEET NO. LQ-036, TABLE 3 TABLE 4 FOR #1 SB LANE OF WASHINGTON STREET. 2. USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-040 ADVANCE WARNING SIGN SPACING BUFFER LENGTH (FT) FOR WB LEFT TURN LANE OF AVENUE 48. GENERAL NOTES DISTANCE BETWEEN SIGNS (F T) SPEED DISTANCE 1. SEE SHEET LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS . USE TYPICAL CLOSURE DETAIL F, SHEET NO. LQ-038, SHEET FOR #2 SB LANE OF WASHINGTON STREET. ROAD TYPE . USE TYPICAL CLOSURE DETAIL D, SHEET NO. LQ-036 50 425 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. FOR #2 WB LEFT TURN LANE OF AVENUE 48. A B C 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. WORK AREA 10 . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-042, FOR #3 SB URBAN — MORE THAN 40 MPH 350 350 350 LANE OF WASHINGTON STREET. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. . USE TYPICAL CLOSURE DETAIL A. SHEET NO. LQ-033. FOR #3 WB 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR LEFT TURN LANE OF AVENUE 48. A 100' OPENING FROM STA. TEMPORARY RELOCATION OF BUS STOP 760 343-3451. 13+00 TO STA. 14+00 SHALL BE PROVIDED IN #3 WB LEFT TURN ( ) C V(AV)LANES Y N C CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AN SO THAT VEHICLES MAY ENTER THE WB RMT TURN LANE. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF . SHOWN. KEEPING THE COACHELLA VALLEY MOVING MMS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QRoFESS/m 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 _ .� . ,� . _ La Quinta, CA 92253 Know What's below. '�J► Suite 200 Tel: (949) 861-4999 W ' 74405 m Call befomyou dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. WASHINGTON STREET TO STA 20+00 Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-016 sT C/��� �`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-047 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09/30/24 PHASE II . USE TYPICAL CLOSURE DETAIL A. SHEET NO. LQ-03: FOR #3 WB LEFT TURN LANE OF AVENUE 48. A 100' OPENING FROM STA. 13+00 TO STA. 14+00 SHALL B 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 ♦}} 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 I I �I A VENUE W N o _ N � H N W J U Q -- �I I 21 +UO — 22+Utz--23+00- 3 . USE TYPICAL CLOSURE DETAIL K, SHEET NO. !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES. BARRICADES. AND FLAGGERS AS NEEDED TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** SPEED* S (MPH) I 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. —2+00 r K AREAS 13 AND 14 . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-043 . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES. BARRICADES. AND FLAGGERS AS NEEDED 8 R/W 26+0 4 —2+00 — TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES 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. iP �CK) TEED SPEED 5 0 MPHI O os � c c C /WORK AREA 15 . USE TYPICAL CLOSURE DETAIL K. SHEET NO. L6 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED J —I = N W to _ 3u+UU I c) + 0112jr I&AFAW W — SCALE. 1" = 40' TABLE 3 TABLE 4 ADVANCE WARNING SIGN SPACING BUFFER LENGTH (FT) GENERAL NOTES SPEED DISTANCE 1. SEE SHEET LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS DISTANCE BETWEEN SIGNS (FT) SHEET. ROAD TYPE 50 42511 2. CONTACT PROPERTY OWNERS) 72 HOURS PRIOR TO START OF WORK. A B C 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. URBAN - MORE THAN 40 MPH 350 350 350 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. CV(AV)SYNC 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. 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. Do F 78-495 Calle Tampico �� Traffic +ITS +Communications +Civil +Electrical �� Op ��, AVENUE 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 20+00 TO STA 31 +00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-017 sT civic BRYAN McKINNEY, P.E.DAX 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-047 OHN A. DORADo RCE NO. 74405 DATE I I R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II I *-TAPER LENGTH BASED ON POSTED SPEED LIMIT o I IN MPH. --R/W 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) 4 N I— 32+00 33+00 34+00 O W I� c z U LR/W WORK AREA79 ~ I . USE TYPICAL I . CONTRACTOR CONES, BARR ITO MAINTAIN TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES 35+UO *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. 7 MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. I I I I I O R W A VENUE W - W i N O Q ------------- _ — NI z I J c c c c 2 r �I7__ _11IN-0-R-KAREA' _23- R/W SPEED (MPH) MAXIMUM CHANNELIZING DEVICES SPACING TAPER* (FT) TANGENT (FT) CONFLICT (FT) 45 45 90 22 50 50 100 25 Cc�0 KEEPING THE COACHELLA VALLEY MOVING I. USE TYPICAL CLOSURE DETAIL K, SHEET NO. 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED ~ Vj ROAD TYPE SCALE. 1" = 40' Y, V..rr. .VV. r� VTAb, I FOR #2 EB LANE OF AVENUE 48. . USE TYPICAL CLOSURE DETAIL C, SHEET N0. LQ-035 � � � �� ���� I FOR #2 SB LEFT TURN LANE OF ADAMS STREET. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, I BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, 5 0 1IPH) W A A 14 -- -- -- - - R/W _ 0 DETAIL -� W � SCALE: 1 "=20' W LLJ 38+00 � �i H K ARC 21 K AREA 22 N C W u z WORK AREA= . USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-042, R/W I < FOR #2 EB LANE OF AVENUE 48. . USE TYPICAL CLOSURE DETAIL C, SHEET NO. LQ-035 I FOR #2 SB LANE OF ADAMS STREET. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN LEGEND . PEDESTRIAN PATHWAY, DETAIL 6 THIS SHEET FOR SETUP OF WORK ZONE TABLE 4 ] EXISTING DEUNEATOR, SIGN AND/OR STRIPING TO REMAIN. SCALE: 1"=20' 4URE DETAIL I, SHEET NO. LQ-041, BUFFER LENGTH (FT) AND BICYCLE LANE OF AVENUE 48. 1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR ii ►IL N, SHEET NO. LQ-044 FOR JRE. PROVIDE PEDESTRIAN DETOUR. ALLOW TRAFFIC TO INGRESS AND EGRESS. 1E PROVIDED FOR EACH DIRECTION, TABLE 3 ADVANCE WARNING SIGN SPACING SPEED DISTANCE 45 360 50 425 URBAN — MORE THAN 40 MPH II 350 I 350 I 350 I COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/O OF GO VERNMENTS Dq` Traffic +ITS +Communications +Civil +Electrical �� � P' ORgOo `` 73-710 Fred Waringg Drive KIIOW Wh1t'S b@SOW■ '� '� ► Palm Desert, CAIt92200 1200 Roosevelt Tel: (949) 861-4999 No. 74405 Call before you dig. CVAG Fax: (949) 502-5522 A 92620 www.advantec-uso.com 74405 06/06/2023 sT CIV1� Irvin C 9TF OF CA0FO� OHN A. DORADO RCE NO. 74405 DATE BARRICADE AT TYPICAL SPACING AS SHOWN. 2❑ PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD • CHANNELIZING DEVICE 4+F TYPE III BARRICADE 41+ TYPE III BARRICADE WITH SIGN i SIGN II=>DIRECTION OF TRAVEL O C P O S' T D SPEED 5 0 MPH SCALE. 1"= 40' � p I '��' � O SIGNALIZED INTERSECTION R/W DETAIL C PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) SCALE: 1 "=20' W I LLi N ® WORK AREA LEI 47+U0 48+ 0 4 +00 50 N I O • GENERAL NOTES LO LEGEND, AND TABLES REFERENCED ON THIS SHEET. N _ _ I W 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. RAW j - -WORK AREA 24 J 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-043 = 4 COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED I Q 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS TO MAINTAIN PEDESTRIAN PATHWAY, I PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS ISTOP (760) 343-3451. 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS DETAIL D ON SURROUNDING ROADWAYS, IF SHOWN. SCALE: 1 "=20' CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: CCU(2wkra 78-495 Calle Tampico La Qu inta, CA 92253 Av E N U E 4 8 - - REV. DESCRIPTION BY: APP'VD: STA 31 +00 TO STA 50+00 SHEET LQ-018 BRYAN MCKINNEY, P.E. DATE C VA G REGIONAL T S S PROJECT LQ-047 R E V I s 1 O N s R C EC No R 49418 FOR/CITY ENGINEER D(P. DATE: 09 30 24 PHASE II OF I � i I OI 00 II A VENUE W R/W W W N �00 51+00 5E 0 Un — Q cn - W c fc Z J 8 53:K:Z: 5+00 55+ U - -- -- -- -- --- WORK AREA 25 QR/W1 . USE TYPICAL CLOSURE DETAIL K SHEET NO. I . CONTRACTOR SHALL PROTECT WORK ZONE WITH I CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, . USE TYPICAL CLOSURE DETAIL K. SHEET NO. !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAY AT A of + OU T_ - -_-4--_ co Q H . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041 !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED C((V) KEEPING THE COACHELLA VALLEY MOVING • 11 C l ��,il III lo 63+0 i ` 4� �C %9//////f///�/. z TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) MINIMUM TAPER LENGTH** (POSTED SPEED 50 MPH) 57+00 -�- -4 - i - . USE TYPICAL CLOSURE DETAIL K, SHEET NO. :. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED 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 L URBAN - MORE THAN 40 MPH A VENUE DISTANCE BETWEEN SIGNS (FT) J R/W I 0 I W --- -- -- -- -- -- --� m W w (n I _ 58+00 59+00 +� O J, i + co -AEA c W c r Z J 2 R/WJ I Q 3 TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES I SPEED (MPH) MAXIMUM CHANNELIZING DEVICES SPACING 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. TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 PH) 48 (POSTED SPEED 50 M R/W 64+00 '(W+00 66+ 67+00 68+00. + 7T+6T- T7+= T£ -��- - ¢Y 7 LEGEND �-- -- -- -- -- --�iW -- -- R W— ❑E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. {j+ TYPE III BARRICADE WITH SIGN I II / GENERAL NOTES ❑1 PROMDE TEMPORARY CHANNELIZING DEVICE, CONE, OR i SIGN BARRICADE AT TYPICAL SPACING AS SHOWN. 1. SEE SHEET LO-001 AND LO-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. 2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. � DIRECTION OF TRAVEL ❑ 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. SIGNAUZED INTERSECTION [0 FLASHING ARROW BOARD OS � 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. CHANNELIZING DEVICE CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) 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. 4++ TYPE III BARRICADE ® WORK AREA 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. SCALE. 1" = 40' SCALE: 1 " = 40' COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEs-/fn 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 �� Oo tic AVENUE 4 8 -�- " -� 73-710 Fred Waring Drive ti o� � y _ .� . ,� . _ La Quinta, CA 92253 Know Wh1t'S bPiIOW■ '� ► Suite 200 Tel: (949) 861-4999 Z ' No. 74405 m Call before you dig. CVAG 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: rAPP'VD: SHEET LQ-019 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 PUBUC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-047 OHN A. DORADO RCE NO. 74405 DATE I I I R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II 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 +++ TYPE III BARRICADE i±F TYPE III BARRICADE WITH SIGN i SIGN => 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. I VA IN RIO WE I N R/W - - - - - - - /-- C c �00 84+00 �R/w 85+00 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. . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041 . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED I I 4 / 86+0� 87+00 88+00 7 C � C I o j{ _ O 89+00 90+00 ti f32,ti . USE TYPICAL CLOSURE DETAIL K. SHEET NO. !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED (POSTED SPEED 50 MPH) 91 +00 92+00 4- 0 I — / �R/w I R/W SCALE. 1" = 40' TABLE 3 TABLE 4 ADVANCE WARNING SIGN SPACING BUFFER LENGTH (FT) DISTANCE BETWEEN SIGNS (FT) SPEED DISTANCE GENERAL NOTES ROAD TYPE 50 425 1. SEE SHEET LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS A B C SHE URBAN — MORE THAN 40 MPH 350 350 350 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. CV(AV)SYNC 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. KEEPING THE COACHELLA VALLEY MOVING COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QRoFESS/m 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 �� Op ��, AVENUE 4 8 -- " -� 73-710 Fred Waring Drive ti o� � y _ .I . ,� . _ La Quinta, CA 92253 Know Wh1t'S bPilOW■ '�► 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 83+00 TO STA 94+00 Za620A 92www.advantec—uso.com '� REV. DESCRIPTION BY: rAPP'VD: SHEET LQ-020 sT CIVI� BRYAN MCKINNEY, P.E.DAX 74405 06/06/2023 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-047 OHN A. DORADO RCE N0. 74405 DATE I I R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II MTh WORK ZONE WITH CON BARRICADES, AND FLAGGER AS NEEDED TO MAINT CAL,LL' / / AIAZA TL,AN C 9+00 RIGHT LANE MUST TURN RIGHT R I r �I u USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041. 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, � E AREA 2 USE TYPICAL CLOSURE DETAIL C SHEET NO. LQ-035 i iAREA 6 . USE TYPICAL CLOSURE DETAIL C. SHEET NO. LQ-035 iAREA 7 . USE TYPICAL CLOSURE DETAIL I SHEET NO. LQ-041 �I -- -- --- 1- , ---- A V E UE 1`\ VV 10 00 12+00 13+00 r% �u�► a — rnr►x c . USE TYPICAL CLOSURE DETAIL H. SHEET NO. L( . USE TYPICAL CLOSURE DETAIL D. SHEET NO. LQ-036. . USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-042 USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-042. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, • VV.\.. . V.♦ %.".I'7VV . .w •.VV . \vVr.♦ V%I Ilvv ..mVV . v.♦ WORK AREAS 8, 9, AND 10 TO MAINTAIN TRAVEL THROUGH THE LEFT TURN LANE. L EXISTING LEFT TURN LANE SHALL BE USED TO ALLOW THROUGH AND LEFT TURN MOVEMENTS. 1. 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 t__S6EWxx— . USE TYPICAL CLOSURE DETAIL B. SHEET NO. LQ-034, EXCEPT FOR THE ADVANCE SIGNAGE ON THE NEAR SIDE LEG. 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 TABLE 1 TAPER LENGTHS (FOR 12' OFFSET WIDTH) I 1 � 1 W J O W 1 m 50 1 W 15+00 MOW��+99— — —�00 - -� -4- { Z J -- -- -- ---- R/W(p U I 0 SI TED ,SPEED 4 5 MPH) 1 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) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. W P A VE UE O,S' T�'D ,S'�'�'D � � 1A IPIU) CL jl W N I -+- C* - Fa— !n p— Z ---- I - — - J 2 1 '--R/W ICU I QI . USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-045. 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 FLAGGER TO MAINTAIN ACCESS ON BOTH SIDES OF VALENCIA COURT. FLAGGER' MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF VALENCIA SCALE: 1" = 40' GENERAL NOTES 1. SEE SHEET 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 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 MAXIMUM CHANNELIZING DEVICES SPACING TAPER* TANGENT CONFLICT (FT) (FT) (FT) 45 90 22 DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE IF— 45 360 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. I MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. I N CN � I O �1 50 F- -- -- - -- -- -- -- --_ I Lw — 01+ 23+00 25+00 I USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ-045. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, I BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY CV�i�SYNC KEEPING THE COACHELLA VALLEY MOVING MAINTAIN ACCESS TO DRIVEWAY AT ALL TIMES. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF DRIVEWAY. FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF THE DRIVEWA) . USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-C !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN � 26+00 W 27+00 281 00 c N F¢ R/W Z J 2 . USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-045 I . CONTRACTOR SHALL PROTECT WORK ZONE WITH I Q CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, I SCALE. 1" = 40' LEGEND �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. �1 PROVIDE TEMPORARY CHANNEUZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. 0 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD CHANNELIZING DEVICE +_LI- TYPE II BARRICADE WITH SIGN +I+ TYPE III BARRICADE +R 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` CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° P. DoRq FQwwra 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 befol'eyoudig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 � � EISENHOWER DRIVE TO STA 28+00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-021 sT civic BRYAN McKINNEY, P.E. DAIL 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-o47 OHN A. DORADO RCE N0. 74405 DATE I R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II NI R/W W 30+00 160 0+0 0 W Z R/W SIDEWALK J I USE TYPICAL CLOSURE DETAIL P, SHI . CONTRACTOR SHALL PROTECT WORK ZON 1 CONES, BARRICADES, AND FLAGGERS AS ITO MAINTAIN PEDESTRIAN PATHWAY, 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 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. SPEED* S (MPH) 45 (PosTED SPEED 45 MPH) 3 +00 32+00 33+00 34+00 35+00 36+00 37+00 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) 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 I A VENUE W R/W 1j, CL � -- -- -- = L —r - W W N I- 00 M I R A 2 Nl� LLj J �R/W = SIDEWALK U ~I �I . USE TYPICAL CLOSURE DETAIL P. SHEET NO. L CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING WORK AREA TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES i I I � I W W J R/W QO W N I 38+0�� - 000 M WORK AREA 1 . N W _ Z_ R/W M U I 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. TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 45 360 N O 50 (P 0 S TED SPEED 4 5 MPH) _j - R/W W -�-- W W N >R. R/WJ I J 2 U Q . USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ-045 M . CONTRACTOR SHALL PROTECT WORK ZONE WITH XC'ZI�jlJ.1:q:i[d.101 IP77:;j�z§.IjaP7jf 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. 0 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD • CHANNELIZING DEVICE +L+ TYPE II BARRICADE WITH SIGN �-I-F 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` 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 STA 28+00 TO STA 48+00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-022 sT CIVI\- �`P BRYAN McKINNEY, P.E.UAIL 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-047 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II LEGEND �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. 1❑ PROVIDE TEMPORARY CHANNEUZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. 0 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD CHANNELIZING DEVICE 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. TYPE II BARRICADE WITH SIGN WORK AREA 25 . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041 Q) , r . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, {}} TYPE III BARRICADE BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN {}} TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) WORK AREA WORK AREA 24 N I . USE TYPICAL CLOSURE DETAIL A, O I SHEET NO. LQ-033 I 2. CONTRACTOR SHALL PROTECT WORK pr ZONE WITH CONES, BARRICADES, AN J FLAGGERS AS NEEDED TO MAINTAIN I PEDESTRIAN PATHWAY, W I R/W (� I W (W O -I�-�- O 000 4- C 20 H — W -- Z J R/W TING HI �I I (POSTED SPEED 45 MPH) W O O . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-042 !. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKII DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP AT (760) 343-3451. i. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN . USE TYPICAL CLOSURE DETAIL A, SHEET NO. LQ-033, FOR #2 EB LANE OF AVENUE 50. !. USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-042, FOR #3 SB LANE OF WASHINGTON STREET. i. USE TYPICAL DETAIL N, SHEET NO. LQ-044 FOR CROSSWALK CLOSURE PROVIDE PEDESTRIAN DETOUR. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP AT (760) 343-3451. i. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTA . USE TYPICAL CLOSURE DETAIL E. SHEET NO. 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 *—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-040, FOR 01 SB LEFT TURN LANE OF WASHINGTON STREET . USE TYPICAL CLOSURE DETAIL G. SHEET NO. LQ-( . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN A VENUE 350' CLOSED AHEAD W9-3 350' 52+ 53+00 54+00 DETAIL A LANE//ASCALE: 1 "=40' CLOSED C30(CA) W12-1 . SEE DETAIL A ON THIS SHEET FOR SETUP OF WORK ZONE. !. EXISTING RIGHT TURN LANE SHALL BE USED TO ALLOW THROUGH AND RIGHT TURN MOVEMENTS. i. CONTRACTOR SHALL PROVIDE FLAGGER AT ALL TIMES TO MAINTAIN TRAVEL THROUGH THE RIGHT TURN LANE USE TYPICAL DETAIL N, SHEET NO. LQ-044 FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. i. CONTRACTOR SHALL COVER EXISTING CONFLICTING SIGNIAGE DURING THIS STAGE, 50 (POSTED SPEED 50 MPH) + 53+0054+00 . USE TYPICAL CLOSURE DETAIL B. SHEET NO. LQ-034, FOR #2 EB LANI OF AVENUE 50 !. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040 FOR #2 SB LEFT TURN LANE OF WASHINGTON STREET. i. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN . USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040. !. USE TYPICAL DETAIL N, SHEET NO. LQ-044 FOR CRO R/W r;r—,nn . USE TRAFFIC CONTROL PLAN, SHEET NO. LQ-032. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN . USE TYPICAL CLOSURE DETAIL D. SHEET NO. LQ-0369 FOR #1 EB LANE OF AVENUE 50. !. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040, FOR #1 SB LEFT TURN LANE OF WASHINGTON STREET. 1. USE TYPICAL DETAIL N, SHEET NO. LQ-044 FOR CROS . USE TYPICAL CLOSURE DETAIL A SHEET NO. LQ-033, FOR #2 EB LANE OF AVENUE 50. !. USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041, FOR #3 NB LANE OF WASHINGTON STREET. i. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040, FOR #2 SB LEF1 TURN LANE OF WASHINGTON STREET. �. USE TYPICAL DETAIL N, SHEET NO. LQ-044 FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. i. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND . USE TYPICAL CLOSURE DETAIL E, SHEET NO. LQ-037. !. USE TYPICAL DETAIL N, SHEET NO. LQ-044 FOR CROSSWALK CLOSURE. PROM PEDESTRIAN DETOUR. i. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS TABLE 3 ADVANCE WARNING SIGN SPACING ROAD TYPE URBAN MORE THAN 40 MPH . USE TYPICAL CLOSURE DETAIL C. SHEET NO. LQ-035. !. USE TYPICAL DETAIL N, SHEET NO. LO-044 FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DEMI, CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN . USE TYPICAL CLOSURE DETAIL A. SHEET NO. LQ-033, FOR #2 EB LANE RK AREA 39 OF AVENUE 50. 1. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040. . USE TYPICAL CLOSURE DETAIL F. SHEET NO. LQ-038, FOR #2 SB LANE 2. USE TYPICAL DETAIL N. SHEET NO. LQ-044 FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUF OF WASHINGTON STREET. & CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN . USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040, FOR #2 WB LEFT PEDESTRIAN PATHWAY, TURN LANE OF AVENUE 50. C V (AV)S Y N C . USE TYPICAL DETAIL N, SHEET NO. LQ-044 FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR I. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGER WORK AREA 38 . USE TYPICAL CLOSURE DETAIL D. SHEET NO. LQ-036, FOR #1 SB LANE OF WASHINGTON STREET. . USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040,FOR #1 WB LEFT TURN LANE OF AVENUE 50. ,USE TYPICAL DETAIL N. SHEET N0. LQ-044 FOR CROSSWALK CLOSURE PROVIDE PEDESTRIAN DETOUI AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN KEEPING THE COACHELLA VALLEY MOVING PEDESTRIAN PATHWAY W N I - O LO LO � Q R/W I �% W I J ROAD WORK AHEAD W20-1 SCALE. 1" = 40' . USE TRAFFIC CONTROL PLAN, SHEET NO. LQ-032. !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CON BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, TABLE 4 BUFFER LENGTH (FT) DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 GENERAL NOTES SPEED DISTANCE 45 360 50 425 1. SEE SHEET 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. COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNgC 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 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 48+00 TO STA 58+50 Irvin CA 92620 www.advantec-usa.com '� � REV. DESCRIPTION BY: APP VD: SHEET LQ-023 sT ����� �`P BRYAN McKINNEY, P.E. VAIL 74405 06/06/20213 9TF OF CA0R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT of LQ-047 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II LEGEND �E EXISTING DEUNEATOR, SIGN AND/OR STRIPING TO REMAIN. �1 PROVIDE TEMPORARY CHANNEUZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. a PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD • CHANNELIZING DEVICE +=F 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 CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING 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. 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 *-MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE -LANE TAPERS IS 20 FEET. MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. _-�- - —7:R/W TABLE 3 ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS (FT) ROAD TYPE A B C URBAN - MORE THAN 40 MPH 350 350 350 COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers OF GO VERNMENTS Traffic + ITS + Communications + Civil + Electrical �" ' 73-710 Fred Waring Drive Know What's below. '�► Suite 200 Tel: (949) 861-4999 Call before you dig. CVAG Palm Desert, CA 92260 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 0 o No. 74405 TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 45 360 50 425 0 CITY OF LA Q U I N TA APPROVED BY: �J 78-495 Calle Tampico La Quinta, CA 92253 * REV. DESCRIPTION BY: APP'VD: civic �\P R E V � S � O N S BRYAN McKINNEY, >F Cm-:�S 4PUBUC WORKS DIRI R.C.E. No. 49418 UP ENGINEER EXP. DATE: 09 LO O I Car SCALE: 1" = 40' GENERAL NOTES 1. SEE SHEET 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. TRAFFIC CONTROL PLAN DRANANG NO: AVENUE 50 STA 58+50 TO STA 69+00 SHEET LQ-024 CVAG REGIONAL TSS PROJECT OF LQ-047 PHASE II GENERAL NOTES 1. SEE SHEET LO-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. . USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ—C !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN A VENUE 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. . USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ—C !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN 50 (POSTED SPEED 50 MPH) . USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-042. !. DUE TO REQUIRED TAPER LENGTH, CLOSE #2 LANE FROM MOON RIVER DRIVE TO WORK AREA 52. 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 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. LA Q UINTA MIDDLE SCHOOL STEM ACADEMY I N HARRY S. TRUMAN I I ELEMENTARY SCHOOL `j 7 4-QQ— yw LLJ 1 JVI w (W 79 34 T5 0 O 1—�2 X 2-02 Q N I w IZ I= I < � I � . USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ—C !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN SCALE. 1" = 40' LEGEND E❑ EXISTING DEUNEATOR, 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 TABLE 3 TABLE 4 +L+ TYPE II BARRICADE WITH SIGN ADVANCE WARNING SIGN SPACING BUFFER LENGTH (FT) +I-F TYPE III BARRICADE DISTANCE BETWEEN SIGNS (FT) SPEED DISTANCE {}} TYPE III BARRICADE WITH SIGN ROAD TYPE 50 425 i SIGN A B C URBAN MORE THAN 40 MPH 350 350 350 I=> DIRECTION OF TRAVEL SS SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) CV(AV) WORK AREA KEEPING THE COACHELLA VALLEY MOVING COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QRorESSioNq� CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS P. �oRq F 78-495 Calle Tampico Traffic +ITS +Communications +Civil +Electrical �� � Oo tic 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 69+00 TO STA 79+00 Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-025 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-047 OHN A. DORADO RCE N0. 74405 DATE I R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II GENERAL NOTES 1. SEE SHEET 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 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. . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041, FOR #2 WB LANE AND BICYCLE LANE OF AVENUE 50. USE TYPICAL CLOSURE DETAIL A, SHEET NO. LQ-033, FOR #2 SB LANI OF MOON RIVER DRIVE. i. USE TYPICAL DETAIL N. SHEET NO. LQ-044 FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND a J W CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING LA Q UINTA MIDDLE SCHOOL STEM ACADEMY HARRY S. TRUMAN ELEME1 `T TA R Y SCHOOL R/W c c _ +C I I - - - - - - - - - - - - - - - ---------------------------- I \ � - �R/W -- --�. WORK AREX-3T . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-042 . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN P9j=AN PATHWAY, . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-0 !. CONTRACTOR SHALL PROTECT WORK ZONE WITH ONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN . USE TYPICAL CLOSURE DETAIL C, SHEET NO. LQ-035. !. USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041, FOR #2 WB LANE AND BICYCLE LANE OF AVENUE 50 i. USE TYPICAL DETAIL N, SHEET NO. LQ-044, FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, 4 1,01 10% 1, 4, � � f TABLE 3 ADVANCE WARNING SIGN SPACING . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041, FOR #2 WB LANE AND BICYCLE LANE OF AVENUE 50. L SEE DETAIL A ON THIS SHEET FOR SETUP OF WORK ZONE. 1. USE TYPICAL CLOSURE DETAIL C. SHEET NO. LQ-035, FOR #1 SB LANE OF MOON RIVER DRIVE. i. USE TYPICAL DETAIL N. SHEET NO. LQ-044, FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. i. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. i. CONTRACTOR SHALL ALLOW TRAFFIC TO INGRESS AND EGRESS. A FLAGGEF 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) 35 245 123 82 50 (100 MAX) 50 600 300 200 50 (100 MAX) *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. . USE TYPICAL CLOSURE DETAIL I, SHEET NO. LO-041 :. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN . USE TYPICAL CLOSURE DETAIL H. SHEET NO. . USE TYPICAL CLOSURE DETAIL D. SHEET NO. TABLE 2 MAXIMUM SPACING OF CHANNELIZING DEVICES MAXIMUM CHANNELIZING DEVICES SPACING SPEED (MPH) TAPER* TANGENT CONFLICT (FT) (FT) (FT) 35 35 70 17 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. I r- i 50 POSITED ,SPEED 50 MP I O H W Ju Lv SCALE: 1 " = 40' LLJ 88+00 89 -�- - ! -O 00 or OF N I W Z / R W WORK AREXW . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-042. . USE TYPICAL CLOSURE DETAIL J. SHEET N0. LQ-042 .DUE TO THE REQUIRED TAPER LENGTH, CLOSE �2 LAN I Q . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, FROM PARK AVENUE TO WORK AREA 14. I � LEGEND BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, r- BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN I E EXISTING DELINEATOR SIGN Aun/no STRIPING TO REMAIN ROAD TYPE DISTANCE BETWEEN SIGNS (FT) A B C URBAN — MORE THAN 25 MPH TO 40 MPH 250 250 250 URBAN — MORE THAN 40 MPH 350 350 350 11 COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers 9ROFESS/0N OF GO VERNMENTS Dq` Traffic +ITS +Communications +Civil +Electrical �� � P' 0Rg0o `` �- " 73-710 Fred Waringg Drive Know Whays below. '� '� J► Palm Desert, CAIt92200 1200 Roosevelt Tel: (949) 861-4999 co No. 74405 Call before you dig. CVAG Fax: (949) 502-5522 www.advantec-uso.com 74405 06/06/2023 sT CIVIC Irvin CA 92620 9TF OF CAOFO� OHN A. DORADO RCE NO. 74405 DATE . USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-042. !. DUE TO THE REQUIRED TAPER LENGTH, CLOSE #2 LAI FROM PARK AVENUE TO WORK AREA 14. i. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 35 250 50 425 86+00 _ c RDIT LANE MUST TURN RIGHT R LEFT LANE MUST TURN LEFT R _ 87+00 I - I-- c to INSTALL AT 5' SPACING ❑1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR (TYPICAL) BARRICADE AT TYPICAL SPACING AS SHOWN. L I Q w Q Y O" DETAIL A SCALE: 1 "=20' 0 CITY OF LA Q U I N TA APPROVED BY: ccu 78-495 Calle Tampico La Quinta, CA 92253 REV. DESCRIPTION BY: I APP'VD: BRYAN MCKINNEY, R E V I S I O N S PUBLIC WORKS DIRT R.C.E. No. 49418 UP ENGINEER E(P. DATE: 09 \ 2❑ PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BOARD z • CHANNELIZING DEVICE 0 V) Q 4xH TYPE II BARRICADE WITH SIGN rn 4++ TYPE III BARRICADE +k+ TYPE III BARRICADE WITH SIGN SIGN I=>DIRECTION OF TRAVEL .1- ' = - c OS SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ® WORK AREA TRAFFIC CONTROL PLAN DRAWING NO: AVENUE 50 STA 79+00 TO STA 89+00 SHEET LQ-026 CVAG REGIONAL TSS PROJECT LQ-047 PHASE II OF W W N 00 90+00 O I CO I Q' WI Z J U -- �R/w HI AIN:%:1MMIN: ME wil I I M, , I I WOU -, rA_ 91+00 92+00 93+00 c c � 50 94+00 i I � I w (P 0 S TED SPEED 5 0 MPH) _j 3 R/W W W SCALE: 1" = 40' W N 95+00 96+00 97+00 98+00 99+00 O In O Q H N c c c rZ c c��c . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-043 "`K%M ^"`^ "" '. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, 1. USE CONTRACICAL CLOSURE TOR SHALL PROTECTAIWORK ZONE�WITH CONES, 4 BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. PEDESTRIAN PATHWAY. i. CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAYS AT CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAYS AT TABLE 1 ALL TIMES, TAPER LENGTHS (FOR 12' OFFSET WIDTH) 1. SEE SHEET LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. Z 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. & 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. . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-043, CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. i. CONTRACTOR SHALL MAINTAIN ACCESS TO ORCHARD LANE AT ALL TIMES. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF ORCHARD LANE. FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF THE STREET TO I— I m:I W R/W P4 F W 100+00 101+00 No EMIR& AREA .. A VENUE I USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-( CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, I BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING 1 2+00 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. 103+00 I I ---------- li;7RXW 104+00 - - ' FURBAN — ROAD TYPE SPEED (MPH) 50 W \L R/W j _j U MUSE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-043 I Q . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, I BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. I . CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAYS AT TABLE 2 ALL TIMES, MAXIMUM SPACING OF CHANNELIZING DEVICES TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 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 DISTANCE BETWEEN SIGNS (FT) A B C 350 350 350 Ico INO II 50 PO S TED SPEED 5 0 MPH _j R/W I --- -- -- -- -- -- -- -- -- -- -- ----�--�I W I N W W U) I +00 106+00 107+00 108+00 109+00 TT 1101 O WORK ARE c c c c c c N -- -- -- -- - --ZZO- -- -- -- z R/WJ I J U . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LO-043 USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-043 I r- !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, I Q BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. PEDESTRIAN PATHWAY. I i. CONTRACTOR SHALL MAINTAIN ACCESS TO ORCHARD LANE .CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAYS AT AT ALL TIMES. POST FLAGGERS TO MAINTAIN ACCESS ON ALL TIMES, BOTH SIDES OF ORCHARD LANE. FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF THE STREET TO 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 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 bPilOW■ '�► Suite 200 Tel: (949) 861-4999 W ' No. 74405 m Call before you dig. CVAG Palm Desert, CA 92260 Irvi Roosevelt Fax: (949) 502-5522 STA 89+00 TO STA 110+00 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-027 sT civic �`P BRYAN MCKINNEY, P.E. DATE 74405 06/06/2023 9TF OF CA��F�� R E V I S I O N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-047 OHN A. DORADO RCE N0. 74405 DATE I I R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II 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 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 I NI C Y F— EnLU \ W +00 i 0! � O -- - W Z 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. A VEIV UE R/W W 50 112+00 113+00 114+00 115+ 116+00 117+00 M F OW = 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 �IPMMIAN PATHWAY, I CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ—C !. CONTRACTOR SHALL PROTECT WORK ZONE WITH CLINES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN R/W WORK AREA 74 . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-043. I 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN 1 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 I THE VICINITY OF THE STREET M PROVIDE ASMSTANCE. TABLE 3 ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS (FT) ROAD TYPE 1 11 A B C URBAN — MORE THAN 40 MPH1[ 350 350 350 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. I I O I 0 S TED SPEED 5 0 MPH) ,) J R/W W Cl) -- W W N 1 i 8 00 19+00 120+00 O 04 N W Z J 2 . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-043. I . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, I < BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. I . 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 14 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 SCALE: 1" = 40' LEGEND �E EXISTING DEUNEATOR, 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 +-LF 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/o I 1 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS �° p. DORq FQ78-495 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 below. '�J► Suite 200 Tel: (949) 861-4999 W ' No. 74405 m 0,Call before you dig. CVAG Palm Desert, CA 92260 Irvi Roosevelt Fax: (949) 502-5522 STA 110+00 TO STA 120+50 Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-028 sT CIVI� �`P BRYAN McKINNEY, P.E. DATE 74405 06/06/2023 9TF OF CA011 R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-o47 OHN A. DORADO RCE N0. 74405 DATE I I I R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II GENERAL NOTES TABLE 2 . USE TYPICAL CLOSURE DETAIL E SHEET NO. LQ-037 MAXIMUM SPACING OF CHANNELIZING DEVICES LEGEND 1. SEE SHEET LQ-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. USE TYPICAL CLOSURE DETAIL C SHEET NO. LQ-035 a EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. MAXIMUM CHANNELIZING DEVICES SPACING I I PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR 3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. SPEED � (MPH) TAPER* TANGENT CONFLICT BARRICADE AT TYPICAL SPRING AS SHOWN. 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION. �2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING. 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR (FT) (FT) (FT) TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. 50 50 100 25 ® FLASHING ARROW BOARD 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. *-MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE -LANE TAPERS IS 20 FEET. ICD • CHANNELIZING DEVICE MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. + N ixF TYPE II BARRICADE WITH SIGN TABLE 1rOURKI SE TYPICAL CLOSURE DETAIL T. SHEET N0. LQ-046 TAPER LENGTHS (FOR 12' OFFSET WIDTH) I I I +I+ TYPE III BARRICADE I . USE TYPICAL CLOSURE DETAIL G, SHEET NO. LQ-039 �% I {}} TYPE III BARRICADE WITH SIGN CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, MINIMUM TAPER LENGTH" * BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAINPEDSTRIAN PATHWAY, 0 i SIGN SPEED*WORK AREA79q S 1. USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-040 DIRECTION OF TRAVEL MERGING SHIFTING SHOULDER DOWN . USE TYPICAL DETAIL N. SHEET NO. LQ-044, FOR o => (MPH) L L 2 L 3 STREAM CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. C) . CONTRACTOR SHALL PROTECT WORK ZONE WITH N N O SIGNALIZED INTERSECTION (FT) (FT) (FT) (FT) CONES, BARRICADES, AND FLAGGERS AS NEEDED TO PORTABLE CHANGEABLE MESSAGE SIGN PCMS IF- 50 600 300 200 50 (100 MAX) � CM � ( ) WORK AREA80I . USE TYPICAL CLOSURE DETAIL C, SHEET NO. LQ-035 *-TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH. 2. USE TYPICAL DETAIL N, SHEET NO. LQ-0", FOR WORK AREA CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. I . CONTRACTOR SHALL PROTECT WORK ZONE WITH I CONES, BARRICADES, AND FLAGGERS AS NEEDED TO I NI MAINTAIN PEDESTRIAN PATHWAY, A VENUE 5 0 (P O S T 'D SPEED 5 0 MPH) � _ R W .: / W LL1-�_ -- -- i'j'. -- - LLJ I' U W �' SCALE: 1 " = 40' (n I I W 1INDIO + + 123+00 124+00 125+00 126+00 127+00 + F-' 29+ 0 130+00 131 000 o+ - ,_? LA Q UINTA M o Q 0 �9 �e ' c c I c N N N C C c c -- -- -- -- - - -- T i LLJ LLj} a Z - - - - - - - - R/WJJ - - - - \ m ,fri RAW z WORK AREA 78 . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-043 WORK ARE = CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, 1. USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-041 U U I . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-043 BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, C/� I ~ . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, PEDESTRIAN PATHWAY, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN lieQ I BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY,I PEDESTRIAN PATHWAY. ' I . CONTRACTOR SHALL MAINTAIN ACCESS TO VIA PALMILA I AT ALL 71MES DURING CONSTRUCTION, U.0000 WORK AREA 86 1. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040, FOR #2 SB LEFT TURN LANE OF . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-043. JEFFERSON STREET ON SHEET LQ-011. . DUE TO THE REQUIRED TAPER LENGTH, EXTEND TAPER 2. USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-042, FOR #2 EB LANE OF AVENUE 50. APPROX. 200 FEET BEYOND VIA PALMILA. WORK AREA 87 3. USE TYPICAL CLOSURE DETAIL N, SHEET NO. LQ-044, FOR CROSSWALK CLOSURE. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-042, PROVIDE PEDESTRIAN DETOUR. BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN 4. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED PEDESTRIAN PATHWAY. FOR #3 SB LANE AND BICYCLE LANE OF JEFFERSON I TO MAINTAIN PEDESTRIAN PATHWAY, . CONTRACTOR SHALL MAINTAIN ACCESS TO VIA PALMILA STREET. I AT ALL TIMES DURING CONSTRUCTION. . USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-042, AREA 94 #2 EB LANE AND BICYCLE LANE OF AVENUE 50. 1. USE TYPICAL CLOSURE DETAIL G, SHEET NO. LQ-039. . USE TYPICAL DETAIL N, SHEET NO. LQ-044, 2. USE TYPICAL DETAIL N. SHEET NO. LQ-044, FOR CROSSWALK CLOSURE. PROVIDE TABLE 3 TABLE 4 FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR PEDESTRIAN DETOUR. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, I 3. USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-040, FOR #2 SB LEFT TURN LANE 0 ADVANCE WARNING SIGN SPACING BUFFER LENGTH (FT) BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN I JEFFERSON STREET ON SHEET LQ-011. PEDESTRIAN PATHWAY, 4. USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-042, #2 EB LANE AND BICYCLE LANE OF AVENUE 50. SPEED DISTANCE 5. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEED DISTANCE BETWEEN SIGNS (FT) .USE TYPICAL CLOSURE DETAIL F, SHEET N0. LQ-o38. ITO MAINTAIN PEDESTRIAN PATHWAY, ROAD TYPE .USE TYPICAL DETAIL N. SHEET N0. LQ-044, FOR i 50 425 CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES USE TYPICAL CLOSURE DETAIL T, SHEET NO. LQ-046. A B C AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHUSE TYPICAL DETAIL N, SHEET NO. LQ-044, FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. URBAN - MORE THAN 40 MPH 350 350 350 WORK AREA 89I I I I .CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADE . USE TYPICAL CLOSURE DETAIL D. SHEET NO. LQ-036. AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN ATHWAY, . USE TYPICAL DETAIL N, SHEET NO. LQ-044, FOR WORK AREA 92 CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. . USE TYPICAL CLOSURE DETAIL E, SHEET NO. LQ-037. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICAD . USE TYPICAL DETAIL N, SHEET NO. LQ-044, FOR AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN P WAY.CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADE WORK AREA 90 AND BAMS AS NEEDED TO MAINTAIN PEDESTRIAN PATH . USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040. . USE TYPICAL DETAIL N, SHEET NO. LQ-044, FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. USE TYPICAL CLOSURE DETAIL C, SHEET NO. LQ-035. CV(AV)SYNC .CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICAD USE TYPICAL DETAIL N, SHEET NO. LQ-044, FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICAD KEEPING THE COACHELLA VALLEY MOVING AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWA COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESSIm 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 AVENUE 50 -- " -73-710 Fred Waring Drive ti o� � y _ .� . ,� . _ La Quinta, CA 92253 Know What's below. '�► 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 STA 120+50 TO STA 131 +50 Irvin CA 92620 www.advantec-uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-029 sT Cvi\- BRYAN McKINNEY, P.E. DAM 74405 06/06/2023 9TF OF CA0R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT of LQ-047 OHN A. DORADO RCE N0. 74405 DATE I R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II I �10 1 II ('1 R/W J W W W N i AVENUE R/W (POSTED SPEED 50 MPH) 132+00 INDIO 134+00 135+00 1 13 ��137+00 138+00 139+00 140+00 O--- - ---- - - - - - - T -- ---T T _� `-� to LA UINTA M 1 95 ­7WOR AR 96 c -- -- -- -- -- -- c -- - - c Q H N c W Z_ . USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-040, FOR LEFT TURN = LANE #2 OF JEFFERSON STREET ON SHEET LQ-029. I . USE TYPICAL CLOSURE DETAIL B, SHEET NO. LQ-034, FOR EB AVENUE Q I 50. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, I AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. . CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIME! DURING CONSTRUCTION. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF DRIVEWAY. FLAGGERS MAY DO OTHER WORK BUT MUST STAY GENERAL NOTES 1. SEE SHEET 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. =1 1 A VENUE W - R/W 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 141+00 142+00 . USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ-045 1. USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ-045 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. PEDESTRIAN PATHWAY. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS 3. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES DURING CONSTRUCTION. POST FLAGGERS TO AT ALL TIMES DURING CONSTRUCTION. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF DRIVEWAY. FLAGGERS MAINTAIN ACCESS ON BOTH SIDES OF DRIVEWAY. FLAGGER: MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF THE DRIVEWAY TO PROMIDE ASSISTANCE, TABLE 2 THE DRIVEWAY TO PROMDE ASSISTMCE. MAXIMUM SPACING OF CHANNELIZING DEVICES ROAD TYPE DISTANCE BETWEEN SIGNS (FT) A B C URBAN - MORE THAN 40 MPH 350 350 350 W N O 00 144+00 INDIO 145+00 146+00 O — + LAU11V1A Q c 19 U) I c c J I �R/W CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING 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 50 (POSTED SPEED 50 MPH) 147+00 148+00 149+00 150+00 151+00 -r— - - - -- -� -- c - . USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ-045 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. FLAGGER; MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF 152+00 153+00 R/W . USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ-041 . 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. FLAGGER! MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF I I H I w 3: 11110 LLJ -- -- I W N SCALE. 1 = 40, I 143� O + 0/0'//A I N -- 1 W R/W� J U I ~ I � I 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 +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 I � R/W F— W N IW (W 154+00 — C) I— SCALE. 1" = 40' COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/0 1 1 CITY OF LA QUINTA APPROVED BY: 11RAFFIC GUNTRUL PLAN DRAWING NO: -� OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� P' Do Fy �i 78-495 Calle Tampico Know what's bPiIOW■ />'► 73-710 Fred Waring Drive ti o�� ti _ La Quinta, CA 92253 AVENUE 50 Suite 200 Tel: (949) 861-4999 Z — m Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M No. 74405 .0 1 STA 131 +50 TO STA 154+50 Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-030 sT CIVI� �`P BRYAN McKINNEY, P.E.DATE 74405 06/06/2023 9TF OF CA%_ R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-047 OHN A. DORADO RCE N0. 74405 DATE I R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II I OI II C1 J III R/W LLJ W WI W N 155+00 INDIO 156+00 O T — — L- —T LO LA Q UINTA LO Z_ R W 2 UI <I I . USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-045 L CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. i. CONTRACTOR SHALL MAINTAIN ACCESS TO VERANO DRIVE AT ALL TIMES. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF VERANO DRIVE. FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF THE STREET TO A VENUE GENERAL NOTES 157+00 c . USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ—C L CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN 1. SEE SHEET 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 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. SPEED* S (MPH) 50 158+00 T A I" 1 1 r -1 59+00 U_ J I 0 I 50 (P0 S TED SPEED 5 0 MPH) R/W I W PA nd 02� R/W r0UK AREA 106 IISE TYPICAL CLOSURE•LO-045. .CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, I Q< LF BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN I EA 105 � YPICAL CLOSURE DETAIL P, SHEET N0. LQ-045 PEDESTRIAN PATHWAY, I� CTOR SHALL PROTECT WORK ZONE WITH CONES, I ADES, AND FLAGGERS AS NEEDED TO MAINTAIN RIAN PATHWAY. CTOR SHALL MAINTAIN ACCESS TO VERANO DRIVE I FC.. F N n 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 ROAD TYPE DISTANCE BETWEEN SIGNS (FT) 0 I ~I AT ALL TIMES. POST FLAGGERS TO MAINTAIN ACCESS ON BOTH SIDES OF VERANO DRIVE. FLAGGERS MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF THE STREET TO 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. SCALE. 1" = 40' ] EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR BARRICADE AT TYPICAL SPACING AS SHOWN. 2❑ PROVIDE ACCESS FOR PEDESTRIAN CROSSING. ® FLASHING ARROW BARD CHANNELIZING DEVICE +xF TYPE II BARRICADE WITH SIGN ♦FF TYPE III BARRICADE 41+ TYPE III BARRICADE WITH SIGN i SIGN => DIRECTION OF TRAVEL OS SIGNALIZED INTERSECTION CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) WORK AREA I I X m:I I X Z CL R/W _ W � � 12 R/W A VENUE 0 (P0 S'TED SPEED 50 MPH) (n WI IW 0 TABLE 4 BUFFER LENGTH (FT) SPEED DISTANCE 50 425 SCALE. 1" = 40' O 1 166+00 INDIO 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 LO LO I + -A U1 771 + LO c� I� A c c WORK EA 1 c c WORK AREA 1 c Q c IF— N c c c N -- -- - -- -- -- -- - -- -- LLJ Z R/W� Z J R W / .USE TYPICAL CLOSURE DETAIL P, SHEET N0. LQ-0,0 WORK AREA 107 rWORKRAREA SE TYPICAL CLOSURE DETAIL P, SHEET N0. LQ-045. WORK AREA 109 . USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-045. , J 2 U CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND 2 U Q I BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY.13, FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. VEHICLES SHALL BE MERGED INTO THE ADJACENT TWO—WAY LEFT TURN LANE I Q PUMIAN PATHWAY, 13, VEHICLES SHALL BE MERGED INTO THE ADJACENT M—WAY LEFT RN LAN I CV(AV)SYNC KEEPING THE COACHELLA VALLEY MOVING 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 �� 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 154+50 TO STA 176+75 VAIL Irvin CA 92620 '� REV. DESCRIPTION BY: APP VD: SHEET LQ-031 www.advantec-uso.com sT civic BRYAN McKINNEY, P.E. 74405 06/06/2023 9TF OF VI Irza� R E V I S I O N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-047 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II I •FOR ALL WORK SHOWN ON THIS PLAN, COORDINATE WORK HOURS WITH HARRY S. TRUMAN ELEMENTARY SCHOOL AND LA QUINTA WORK AREAS 10, 11 & 12 MIDDLE SCHOOL STEM ACADEMY ADMINISTRATIONS. SEE MAIN SHEET 1. USE TYPICAL CLOSURE DETAIL H, SHEET NO LQ-032 FOR ADDITIONAL WORK HOUR REQUIREMENTS FOR WORK NEAR SCH ' I LANE P= M—MEET LQ-047 FOR BICYCLE LANE DETOUR SHEET. CLOSED I I ' C30(CA) END 1 LC5 SCALE: 1 " = 40' � � ROAD LANE LLj WORK C OSED J G20-2 220' O �__-- C30(CA) OMPH) LLI W - C v • • •F OVE C • - �+ 52+� 53+00 • K111i'll THRU A L SUR /' Felzo zx�70 /Z Z X_.'01X14 1 � � —• ---• i —• • • — • • • • i •A • • • • � + N � N co LO - �T� _ -- -- -- -- -- -- -- --�- N W11-1 ;� `= ' .000000000000 50' TYP. R /W I W --- �� LANE (POSTED ,SPEED 5O MPH) <8> z R/W - �-� - — - _ _ r CLOSED �K ]POSTED SPEED I C30(CA) SHARE � THE I � 45 P> ROAD W16-1 I WORK AREAS 34, 43-46 1. USE TYPICAL CLOSURE DETAIL C, I I R/W SHEET NO. LQ-035. 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. 300' W11-1 cola HI 0_ LANE LANE r SHARE X CLOSED CLOSED VENUE A V EN �LJ E THE LLj ROAD C I C30(CA) W6-3 - - - C30(CA) - - - - - _ W16-1 IR/W W —— —— - c LLJ - - c c -4 - - -�-- - -• -• _4L_ • •_ • • • C14• • • • 00 Q 25' TYP. (~ I/W (ADJACENT TO WORK AREAS) WI 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 I=> DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION WORK AREA SCALE. 1" = 40' FLAGGER _ IH IL.L. J I� LANE50 LANE (POSTEDSPEE LANE m CLOSED CLOSED CLOSED W 5 O -MPH) 50' TYP. I (W C30(CA) - C30(CA) - C30(CA) c c c c c c c c c c c c Q LO • n_ R+AA� U _710+90 7 +00LLI I � z I_j z TABLE 2 A VENUE R/W LIM 49+M I I I ' I I I I I I I I I I I Y Uld I 50+00 200' Q5 BUFFER M_ = H — —— —— —— —— —— -- TABLE 1 MAXIMUM SPCING A OF — - R/W - v TAPER LENGTHS (FOR 12' OFFSET WIDTH) CHANNELIZING DEVICES QI �I I CV�i�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 SIGNS (FT) A B C URBAN — 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 25 600' TAPER 350' 350' 350' c� � I A VEIV UE 5 O 3 !. ! I I m (POSTED ,SPEED IGHI LANE ROAD Q ■ CLOSED WORK W 5 O MPH) PH) AHEAD AHEAD LLJ I W1 _4(L W4-2(R) C20IR CA _-SCALE: 1" = 40' c c c c c c c *—MAXIMUM CHANNELIZING DEVICE SPACING o® c c FOR ONE —LANE TAPERS IS 20 FEET. + MAXIMUM CHANNELIZING DEVICE SPACING 50' TYP. FOR DOWNSTREAM TAPERS IS 20 FEET. ��� �� �4� �5t9� ��tQQ ���nn �$ TABLE 4 z — BUFFER LENGTH (FT) X � � M Q END ROAD WORK G20-2 COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/ONq� CITY OF LA QUINTA APPROVED BY: 11RAFFIC GUNTI-�UL PLAN DRAWING NO: OF GOVERNMENTS ��° P. Do'. Fy 78-495 Calle Tampico � Traffic +ITS +Communications +Civil +Electrical r�, Oo �, AVENUE 50 -�- " -� 73-710 Fred Waring Drive ti o� � y _ .I . ,� . _ 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 34, 43-46 Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-032 sT civic �`P BRYAN McKINNEY, P.E.DATE 74405 06/06/2023 9TF OF Cpk%. R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-047 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II DETAIL A - TYPICAL RIGHT LANE CLOSURE - NEAR SIDE OF INTERSECTION 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. STREET b b b R/W CY(AP)SYNC KEEPING THE COACHELLA VALLEY MOVING 99A 99 END R /W ROAD WORT( ROAD AHEM CLOSE • EIID se > W20-1 C20(R)(CA) W4-2(R) go C B A (PER TABLE 3) (PER TABLE 3) (PER TABLE 3) SPACING PER TABLE 2 L (PER TABLE 1) 0 • 0 • LANE CLOSED ON RED C30 CA) R13A(CA) BUFFER LENGTH I (PER TABLE 4) �I END ROAD WORK G20-2 I T i I I I I I I il SCALE. 1" = 40' �/� �/� �/� ROAD PO S°TED SPEED )MEAD _ R/W� b � L END ROAD WORK G20-2 I � � I I I I FROAD D ROAD "�` T I 1 WORK LEGEND G20-2 I W20-1 ® FLASHING ARROW BOARD I I � CWWNELRING DEVICE +R TYPE III BARRICADE {}} TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL ® WORK AREA O SIGNALIZED INTERSECTION �R/w COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. - OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� P' D�RqO Fy �i 78-495 Calle Tampico Knowwhat's below. r ->'� 73-710 Fred WaSuiteDrive 200 Tel: (949) 861-4999 �� ° La Quinta, CA 92253 DETAIL A -TYPICAL RIGHT LANE CLOSURE - ti O - 1 Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M No. 74405 - .0 NEAR SIDE OF INTERSECTION Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-033 sT P BRYAN McKINNEY, P.E. DAIL 74405 06/06/2023 9TF pF CAI-�F�R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER CVAG REGIONAL T S S PROJECT of LQ-047 OHN A. DORADO RCE N0. 74405 DATE I R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II DETAIL B - TYPICAL RIGHT LANE CLOSURE - FAR SIDE OF INTERSECTION GENERAL NOTES 1. SEE SHEET 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 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. I I END ROAD I ROAD WORK WOE( T G20-2 AHEAD W20-1 LANE I R /W STREET END -�-- -- -- -- _ ROAD WORK - *C3CA)G20-2-- -- b - b b _ F F F R/W MAD AHEAD CLOSD i W20-1 C20(R)(CA) W4-2 (PER TABLE 3) (PER TABLE 3) (PER IIAULt a) CV(A*)))SYNC KEEPING THE COACHELLA VALLEY MOVING 21ER t L k1-LK IiABLE 1) • LANE CLOSED ;3 CA) M *IT LANE MUST RN RIGHT 3-7(R) A kFLK IiABLE 3) b I END I T ROAD WORK G20-2 0 1-3 SPACING PER TABLE 2 u rT, R13A(CA) (OPTIONAL) I � ROAD WORK I i>MEAD \` W20-1 (P0STED SPEED b b SCALE. 1" = 40' ROAD XX) WORK AHEAD W20-1 - R/W E -- -- - -- -- -- =END.R/W K R3-4 G20-2 LEGEND ® FLASHING ARROW BOARD • CHANNELIDNG DEVICE +f+ TYPE III BARRICADE �r WE 3•t-' 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 r gg Traffic +ITS +Communications +Civil +Electrical � O ti Knowwhat's below. r->'� 73-710 Fred WaSuiteD200 Tel: (949) 861-4999 �� ° La Quinta, CA 92253 DETAIL B -TYPICAL RIGHT LANE CLOSURE - ti O Z - I - 100) Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 - FAR SIDE O F INTERSECTION Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-034 sT CIVI� �`P BRYAN McKINNEY, P.E. DAIL 74405 06/06/2023 9TF OF CA.�F�� R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER CVAG REGIONAL T S S PROJECT OF LQ-o47 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 E(P. DATE: 09 30 24 PHASE II DETAIL C - TYPICAL LEFT LANE CLOSURE - NEAR SIDE OF INTERSECTION 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 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. STREET R/W CV(A*)))SYNC KEEPING THE COACHELLA VALLEY MOVING ) )A " ROAD ROAD =END K G20-2 J 2q I I ROAD WORK AHEAD W20-1 E -- -- -- -- -- ROAD WORK AHEAD - - - - END W20-1 ROAD WORK T G20-2 / ■ I I END ROAD WORK G20-2 BUFFER LENGTI (PER TABLE 4) • LANE CLOSED S�It/ 30(CA) (POSTED SPEED XX) I W SPACING • . • - - - 4- - -- (PER TABLE 1) SPACING PER TABLE 2 (PER TABLE 3) I (PER TABLE 3) (PER TABLE 3) ((60606 /Ir - - W4-2(L) LEFT INE CLOSED EAD - - C20(L)(CA) - - END R/W ROAD WORK i G20-2 LEGEND ® FLASHING ARROW BOM • CFUNNELIZING DEVICE +I+ TYPE III BARRICADE +±F TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL ® WORK AREA O SIGNALM INTERSECTION SCALE. 1" = 40' COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. - OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� P' D�RqO Fy �i 78-495 Calle Tampico Knowwhat's below. r ->'� 73-710 Fred WaSuiteDrive 200 Tel: (949) 861-4999 �� ° La Quinta, CA 92253 DETAIL C -TYPICAL LEFT LANE CLOSURE - ti O - 1 Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M No. 74405 - NEAR SIDE OF INTERSECTION Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-035 sT Cvi� �`P BRYAN MCKINNEY, P.E. DATE 74405 06/06/2023 9TF OF CA��F�� R E V I S I 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER CVAG REGIONAL T S S PROJECT OF LQ-047 OHN A. DORADO RCE N0. 74405 DATE I R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II DETAIL D - TYPICAL LEFT LANE CLOSURE - FAR SIDE OF INTERSECTION 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 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. STREET END R /W ROAD WORK G20-2 b I SPACING PER b TABLE 2 o 1> ROAD R /W Word( CLOSED K LEFT LME AHEM i W20-1 C20(L)(CA) W4-2(L) (PER TABLE 3) (PER TABLE 3) (PER TABLE 3) (PER TABLE 1) (A*))) KEEPING THE COACHELLA VALLEY MOVING / LANE CLOSED C30(CA) M "A" / LANE CLOSED C30(CA) .100'— SPACING P TABLE 2 / LANE CLOSED I C30(CA) END ' ROAD WORK ' T G20-2 I i END ROAD WORK G20-2 MEAD i I I JP0 S'TED SPEED ROM W20-1 i SPACING PI TABLE 2 LEGEND ® FLASHING ARROW BOARD • CHANNELIZING DEVICE +I+ TYPE III BARRICADE +±F TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL ® Wrowc AREA OS SIGNALM INTERSECTION EEND ROAD WORK G20-2 SCALE. 1" = 40' -----';�7R/W COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers I I - /fn Qwwra CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. - OF GOVERNMENTS �° p. D�Rq FCC78-495 Calle Tampico r gg Traffic +ITS +Communications +Civil +Electrical � O ti Knowwhat's below. r->'� 73-710 Fred WaSuiteD200 Tel: (949) 861-4999 �� ° La Quinta, CA 92253 DETAIL D -TYPICAL LEFT LANE CLOSURE - ti O Z - I - 100) 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—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-036 sT CIVI� �`P BRYAN McKINNEY, P.E.DATE 74405 06/06/2023 9TF OF CAS-�Ffj R E V I S I 0 N S PUBLIC AN WORKS DIRECTOR/CITY ENGINEER CVAG REGIONAL T S S PROJECT of LQ-047 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II DETAIL E - TYPICAL CENTER LANE CLOSURE - NEAR SIDE OF INTERSECTION 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 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 �R/W (A*))) KEEPING THE COACHELLA VALLEY MOVING I ROAD WORK AHEAD I W20-1 "A END 99 ROAD WORK - G20-2 I ROAD WORK AHEAD men W20-1 W9-3 W4-2 (PER TABLE 3) (PER TABLE 3) (PER TABLE 3) i — — — — — — — I -A SPACING PER � � LANE - - TABLE 2 CLOSED W12-1 C3 CA) L BUFFER LENGTH (PER TABLE 1) (PER TABLE 4) ►4 0 0 F �END - - - ROAD WORK G20-2 SCALE. 1" = 40' XX)MEAD ROAD WORK R/W W20-1 LEGEND ® FLASHING ARROW BOARD CWWNELRING DEVICE +R TYPE III BARRICADE {}} TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL ® WORK AREA O SIGNALIZED INTERSECTION R/W-� --- COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers I I -/pNgC 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. - OF GOVERNMENTS �° p. D�Rq F 78-495 Calle Tampico r g Traffic +ITS +Communications +Civil +Electrical � O ti Know what'sbelOW. r�->'� 73-710 Fred WaSuiteD200 Tel: (949) 861-4999 �� ° La Quinta, CA 92253 DETAIL E -TYPICAL CENTER LANE CLOSURE - Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 - NEAR SIDE OF INTERSECTION Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-037 sT C/��- �`P BRYAN McKINNEY, P.E. DATE 74405 06/06/2023 9TF OF CAS-�Ffj R E V I S I 0 N S PUBLIC YAN WORKS DIRECTOR/CITY ENGINEER CVAG REGIONAL T S S PROJECT OF LQ-047 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II GENERAL NOTES 1. SEE SHEET 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 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*))) SYNC KEEPING THE COACHELLA VALLEY MOVING DETAIL F - TYPICAL CENTER LANE CLOSURE - FAR SIDE OF INTERSECTION I I I I I END ROAD ROAD WORK WORK G20-2 AHEAD I I W20-1 ROAD ,S' TR �I �I T END 99A 99 ��-1 ��-1 1 (PO,S' TEED ,�' EED �WORK R/W RaAD WORK --�R/W -- _ G20-2 __ \ -- -- -- -- -- -- -- �i ROAD WORK LAN AHEAD ■ < m> W20-1 W9-3 W4-2(R) 1.10 C B A (PER TABLE 3) (PER TABLE 3) (PER TABLE a) L (PER TABLE 1) LANE CLOSED C30(CA) (D — — A7- -- - - =:> SP CING P LANE TABLE 2 CLOSED C30(CA) 0 SPACING PI TABLE 2 50' -- -- -- -- -- END 7RR/W ROAD WORK R3-4 G20-2 LEGEND ® FLASHING ARROW BOARD • CHANNEUZING DEVICE }X} TYPE II BARRICADE WITH SIGN +4 TYPE III BARRICADE i±F TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL ® WORK AREA O SIGNAUZED INTERSECTION SCALE. 1" = 40' COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers I I - /fn Qwwra CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. - OF GOVERNMENTS �° p. D�Rq FCC78-495 Calle Tampico r g Traffic +ITS +Communications +Civil +Electrical � O ti Know what'sbe�OW. r�->'� 73-710 Fred WaSuiteD200 Tel: (949) 861-4999 �� ° La Quinta, CA 92253 DETAIL F -TYPICAL CENTER LANE CLOSURE - ti O Z - I - 100) 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—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-036 sT CIVI� �`P BRYAN McKINNEY, P.E.DATE 74405 06/06/2023 9TF OF CAS-�Ffj R E V I S I 0 N S PUBUC WORKS DIRECTOR/CITY ENGINEER CVAG REGIONAL T S S PROJECT OF LQ-047 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II DETAIL G - TYPICAL RIGHT TURN POCKET CLOSURE GENERAL NOTES 1. SEE SHEET 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 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 CV(A*)))SYNC KEEPING THE COACHELLA VALLEY MOVING STREET ora ora R/W END ROAD WORK G20-2 F ROAD WORK AHEAD W20-1 ---', I ROAD WORK MEAD uVE'•T DRl� W20-1 END ' ROAD WORK ' T G20-2 I END ROAD WORK G20-2 I 0 I ROAD ZWORK AHEAD I W20-1 .10 A (PER TABLE 3) LANE /WMORNKS CLOSE (PasTED SPEED xx) MEAD R/W -- -- -- END �R/W SPACING PER ROAD WORK TABLE 2 G20-2 LEGEND ® FLASHING ARROW 00 • CWWNEIMNG DEVICE +I+ TYPE III BARRICADE {}} TYPE III BARRICADE WITH SIGN WE © � r Ill �•�� 1 SCALE. 1" = 40' COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers I I - /fn CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. - OF GOVERNMENTS �° p. D�Rq FCCQwwra 78-495 Calle Tampico r Traffic +ITS +Communications +Civil +Electrical � O ti "�► 73-710 Fred Waring Drive �`� ��' �' La Quinta, CA 92253 DETAIL G - TYPICAL RIGHT TURN Know What'S bPiIOW■ '� Suite 200 Tel: (949) 861-4999 = m POCKET CLOSURE Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 OC C OS U Irvin CA 92620 www.advantec—usa.com '� � REV. DESCRIPTION BY: 1 —1APP VD: SHEET LQ-039 sT C/0- �`P BRYAN MCKINNEY, P.E. 74405 06/06/2023 9TF OF CA��R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-047 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 1 PHASE II DETAIL H - TYPICAL LEFT TURN POCKET CLOSURE STREET GENERAL NOTES b b 1. SEE SHEET 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 SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR M 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. CV(A*)))SYNC KEEPING THE COACHELLA VALLEY MOVING (POSTED SPEED XX) kt-LK I AULL J) I LEGEND FLASHING ARROW BOARD CHANNEIMNG DEVICE TYPE III BARRICADE TYPE III BARRICADE WITH SIGN SIGN DIRECTION OF TRAVEL WORK AREA SO4AL= INTERSECTION SCALE. 1" = 40' COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers I I -InNq� CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. - OF GOVERNMENTS �° p. D�Rq FCCQwwra 78-495 Calle Tampico r Traffic +ITS +Communications +Civil +Electrical � O ti "�► 73-710 Fred Waring Drive �`� ��' �' La Quinta, CA 92253 DETAIL H - TYPICAL LEFT TURN Know What'S bPiIOW■ '� Suite 200 Tel: (949) 861-4999 = m - - POCKET CLOSURE 100) Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 OC C OS U Irvin CA 92620 www.advantec-usa.com '� � REV. DESCRIPTION BY: 1 —1APP VD: SHEET LQ-040 sT C/0- �`P BRYAN MCKINNEY, P.E. 74405 06/06/2023 9TF OF CA��R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-047 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 1 PHASE II DETAIL I - TYPICAL RIGHT/BIKE LANE CLOSURE - NEAR SIDE OF INTERSECTION GENERAL NOTES 1. SEE SHEET LO-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. v I R/W "A" G20-2--- R /W ROAD WORK AHEM - - - - END W20-1 [ROAD WORK G20-2 CY(AP)SYNC KEEPING THE COACHELLA VALLEY MOVING I I I END ROAD WORK G20-2 I I i ON RED R13A(CA) M - - ROAD WORK AHEM W20-1 (PER TABLE 4) NOKE LANE CLOSED SC11 (MOD) C30 CA) BIKE LANE SC11 (MOD) (PasTED SPEED xx) (PER TABLE 1) LANE CLOSED SPACING PER C3 CA) TABLE 2 ±- MM THE W16-1 ROAD (PER TABLE 1) (PER TABLE 3) N - - - SC11 (MOD) - - - - - - • I (PER W IX < Mom > CLOW CLOM EAD - W4-2(R)_ _ C20(BIKE)(CA) _ C20(R)(CA) I I I SCALE. 1" = 40' ROAD WORK AHEM R/W — W20-1 - - --4— END R /W� ROAD WORK G20-2 THE W16-1 ROAD LEGEND ® FLASHING ARROW BOM CWWNELRING DEVICE +R 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 Traffic + ITS + Communications + Civil + Electrical �``� P' D�RqO Fy �i 78-495 Calle Tampico Knowwhat's below. r ->'� 73-710 Fred WaSuiteDrive 200 Tel: (949) 861-4999 �� ° La Quinta, CA 92253 DETAIL I -TYPICAL RIGHT/BIKE LANE CLOSURE - ti O &'R Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M No. 74405 - .0 NEAR SIDE OF INTERSECTION Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-041 sT P BRYAN McKINNEY, P.E. DAIL 74405 06/06/2023 9TF OF CA��Ffj R E V I S I 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER L] CVAG REGIONAL T S S PROJECT OF LQ-047 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II DETAIL J - TYPICAL RIGHT/BIKE LANE CLOSURE - FAR SIDE OF INTERSECTION GENERAL NOTES 1. SEE SHEET 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. STREET "A " R=RGAD /W K ---�-- -- -G20-2 -- -- a I ROAD WORK AHEAD W20-1 --------- - - ---- -Z" WORK ROAD T AHEAD - - - - R3-4 END W20-1 ROAD WORK G20-2 / CY(AP)SYNC KEEPING THE COACHELLA VALLEY MOVING V I I END ROAD WORK G20-2 I I I BUFFER LENGTH (PER TABLE 4) I LANE UWE CLOSED SC11 (MOD) C3 ) R13A(CA) (OPTIONAL) - - ROAD 1 WORK \ AHEAD W20-1 amm (P0S TED SPEED ) W16-1 ROAD (PER TABLE 1) 4(LANE LANE CLOSED SC11 (MOD) C30 CA) RTHED I W16-1 SPACING PER TABLE 2 (PER TABLE 1) (PER TABLE 3) BIKE LANE SC11 (MOD) - - - - - - _ F - END ROAD WORK G20-2 f1009 (PER TABLE 3) (PER TABLE 3) LK CLOM cum ■ EAD EAD - W4-2(R) - - C20(BIKE)(CA) - C20(R)(CA) - - LEGEND ® FLASHING ARROW WARD CHIWNELRING DEVICE +R 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 R/W <4=3 a a COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. - OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� P' D�RqO Fy �i 78-495 Calle Tampico Knowwhat's below. r ->'� 73-710 Fred WaSuiteDrive 200 Tel: (949) 861-4999 �� ° La Quinta, CA 92253 DETAIL J -TYPICAL RIGHT/BIKE LANE CLOSURE - ti O &'R Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M No. 74405 - .0 FAR SIDE OF INTERSECTION Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-042 sT P BRYAN McKINNEY, P.E. DAIL 74405 06/06/2023 9TF OF CA��Ffj R E V I S I 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER L] CVAG REGIONAL T S S PROJECT OF LQ-047 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II DETAIL K - TYPICAL RIGHT LANE, BICYCLE LANE AND GOLF CART LANE CLOSURE b b WORK RQAD R /W MEAD W20-1 A (PER TABLE 3)I END r7�9 9 9 9 \ ROAD WORK S JL REE � A \ G20-2 b b b CLOSEUK ■ EADp C20(R)(CA) C20(BIKE) W4-2(R) B (PER TABLE 3) C IF (PER TABLE 3) W11-1 THE I W16-1 ROAD R/W (POSTED SPEED XX) (PER TABLE 1) T I LANE CLOSED ACING PER TABLE 2 r%A1 (PER TABLE 1) BUFFER LENGTH (PER TABLE 4) b b • F END \ ROAD WORK G20-2 CHMNEUZING DEVICES AT 5' SPACING (TYP) LEGEND ® FLASHING ARROW BOARD • CHANNEUZING DEVICE GENERAL NOTES +sF TYPE II BARRICADE WITH SIGN 1. SEE SHEET LO-001 AND LQ-002 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS +FF TYPE III BARRICADE SHEET. 2. CONTACT PROPERTY OWNER(S) 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. I=> DIRECTION OF TRAVEL 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451. ® WORK AREA 6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. O SIGNALIZED INTERSECTION CY(AP)SYNC KEEPING THE COACHELLA VALLEY MOVING WORK AIiEAD W20-1 SCALE: 1" = 40' COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO: OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� P' D�RqO Fy �i 78-495 Calle Tampico Knowwhat's below. r ->'� 73-710 Fred WaSuiteDrive 200 Tel: (949) 861-4999 y ��� ° _ ..., . _ La Quinta, CA 92253 DETAIL K -TYPICAL RIGHT LANE, BICYCLE LANE 1 Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M No. 74405 - AND GOLF CART LANE CLOSURE Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-043 sT ����� �`P BRYAN McKINNEY, P.E. DATE 74405 06/06/2023 9TF pF CAI-�F�� R E V I S 1 0 N S PUBUC WORKS DIRECTOR/CITY ENGINEER CVAG REGIONAL T S S PROJECT of LQ-047 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II 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 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. DETAIL N - TYPICAL SIDEWALK CLOSURE - AT INTERSECTION (INCLUDING A SINGLE LANE CLOSURE FOR WORK VEHICLES) i i ROAD AHLI�I R9-11 a(L) W20-1 99 99 STREET =RMOAD A R/W K R9-3 ' G20JJ-2 b b b — R/W 0ROAD AHEAD CLOSE • W20-1 C20(R)(CA) W4-2(R) go C B A (PER TABLE 3) (PER TABLE 3) (PER TABLE 3) CY Cc�0 KEEPING THE COACHELLA VALLEY MOVING WZE SPTAaBLE 2ER OR • - L (PER TABLE 1) 0 • 0 • LANE IANE SIDEWALK SIDEWALK (BASED CLOSED CLOSED CLOSED R9-9 R9-9 '30 CA) C3 CA) BUFFER LENGTH R9-3 (PER TABLE 4) NOTICE TO CONTRACTOR: A DETOUR PLAN SHALL BE PROVIDED TO REROUTE PEDESTRIANS AROUND THE WORK AREA. S91 I R9-iy ROAD G20-2 END �I ROAD WORK I G20-2 (POSTED SPEED XX) b � F ® END ROAD WORK R9-3 G20-2 I� R3-1 ., I I ROAD WORK AHEAD I W20-1 SCALE. 1" = 40' ROAD WORK AHEAD _ R/W� -- -- W20-1-- -- - -- LEGEND ® FLASHING ARROW WARD CHIWNELRING DEVICE +R TYPE III BARRICADE {}} TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL ® WORK AREA O S0*M INTERSECTION �R/W 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 r g Traffic +ITS +Communications +Civil +Electrical � O ti Know What'S bPiIOW■ /,�>� 73-710 Fred WaSuiteD200 Tel: (949) 861-4999 �� �, La Quinta, CA 92253 DETAIL N -TYPICAL SIDEWALK CLOSURE - ti O �_ Z - I - Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 AT INTERSECTION 100) Irvin CA 92620 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-044 sT CIVI� �`P BRYAN McKINNEY, P.E. DAIL 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-o47 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II DETAIL P - TYPICAL RIGHT LANE CLOSURE - AT MID BLOCK GENERAL NOTES 1. SEE SHEET 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 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. STREET b b b SCALE. 1" = 40' I I I ROAD WORK END AHEAD I ROAD WORK "A" (P 0 S T D SPEED '�l D ) W20-1 \I R/W G20-2 R/W / �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) 0 . 0 C30(CA) BUFFER LENGTH (PER TABLE 4) b b b �R/w =RDAD K ��• G20-2 LEGEND ® FLASHING ARROW BOARD • CHANNEUZING DEVICE +[+ TYPE II BARRICADE WITH SIGN +I+ 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 Qwwra CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. - OF GOVERNMENTS �° p. D�Rq FCC78-495 Calle Tampico r gg Traffic +ITS +Communications +Civil +Electrical � O ti Knowwhat's below. r->'� 73-710 Fred WaSuiteD200 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-045 sT CIVI� �`P BRYAN McKINNEY, P.E. DAIL 74405 06/06/2023 9TF OF CA.�F�� R E V I S 1 0 N S PUBUC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-o47 OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II DETAIL T - TYPICAL RIGHT LANE CLOSURE - BICYCLE LANE AND 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 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. STREET EROADD WORK R/W - G20-2 �R/W ROAD WORK CLOSED MEAD AHEAD i W20-1 C20(R)(CA) W4-2(R) (PER TABLE 3) (PER TABLE 3) (PER TABLE 3) (A*))) KEEPING THE COACHELLA VALLEY MOVING • SPACING PER TABLE 2 RIGHT TURN LANE KEPT OPEN "A 99 —• LANE L ANE LO LOSED C L BUFFER LENGTH (PER TABLE 1) (PER TABLE 4) ROAD WORK V/ W20-1 b - b � UNECLOSECCA ) - - 100' OPENING ►4 END ROAD WORK G20-2 0 0 F �END - - - ROAD WORK - G20-2 SCALE. 1" = 40' XX) ROAD WORK AHEAD R/W W'20-1 LEGEND ® FLASHING ARROW BOM CWWNELRING DEVICE +R TYPE III BARRICADE {}} TYPE III BARRICADE WITH SIGN i SIGN I=> DIRECTION OF TRAVEL ® WORK AREA O S0*M INTERSECTION R/W-� --- 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 r g Traffic +ITS +Communications +Civil +Electrical � O ti Know what'sbe�OW. J'R r�->'� 73-710 Fred WaSuiteD200 Tel: (949) 861-4999 �� ° La Quinta, CA 92253 DETAIL T -TYPICAL RIGHT LANE CLOSURE - ti O Z - I - Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 - BICYCLE LANE AND RIGHT TURN LANE KEPT O P E N Irvin CA 92620 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-046 sT CIVI� �`P BRYAN McKINNEY, P.E. VAIL 74405 06/06/2023 9TF OF CA.�R E V I S I 0 N S PUBLIC YAN WORKS DIRECTOR/CITY ENGINEER CVAG REGIONAL T S S PROJECT OF LQ-047 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 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-047 CVAG REGIONAL TSS PROJECT of PHASE II LQ-047