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ENC2025-0005
ta 0 � da ra � ( Al 11 0K\J 1 ! ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and/or APPROVED SUBDIVISIONS. DATE: 1 /15/2025 LOCATION AND CONSTRUCTION: Monroe St between Airport Blvd & Four Seasons PI PURPOSE OF CONSTRUCTION: Excavate to place 100' of conduit at two locations. Access 5 existing pedestals to rod and rope through existing conduit DESCRIPTION OF CONSTRUCTION: For Charter TWC-Z10-3460035: Excavate to place conduit at two locations and access ex pedestals to rod and rope through existing conduit APROXIMATE TIME WHEN WORK WILL BEGIN: 3/10/2025 DATE OF COMPLETION: 3/17/2025 COMMENTS: This encroachment permit is for work within the City of La Quinta public right-of-way only. In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Motive Infrastructure Trent Ramirez Name of Applicant VIDEO VOICE DATA COMMUNICATIONS 8521 Fallbrook Ave Unit: #200 Canoga Park, CA 91304 Business Address 7391 LINCOLN WAY GARDEN GROVE, CA 92841 Name of Contractor Business Address 821598 Contractor's License No. BITCO General Insurance Corporation Applicant's Insurance Company FEES Traffic Control $1,156.00 Excavation/Trench $859.00 Technology Enhancement Fee $100.75 Digital Archiving and Records $24.00 Management Fee Total: $2,139.75 LIC-767970 (818) 658-3474 Telephone No. (714) 897-6300 Telephone No. City Business License No. CLIP 3751162 Policy Number PERMIT NO: ENC2025-0005 DATE ISSUED: 2/3/2025 EXPIRATION DATE: 2/3/2026 BY: Amy Yu If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 2/3/2025 4:55:14 PM PHASE INDEX n EXISTING SPECTRUM PEDESTAL PHASE 9 2014 MUTCD (TA-101(CA)) SHEET 10 OF 10 PHASE SHEET 5 OF 4 10 EXISTING SPECTRUM PEDESTAL AIRPORT BL VD. VICINITY MAP tie.' I'3r.1' PGA bb'i!t`. (3NCl hk�iiilLiri r_Ij II:jbst ?� PROJECT SITE E I L iraerlkdev SchQol r',,:1:C6 f fp Olymar Ln w f a r�_iIrlt :)I` Itch sZJc4 iomTom r•...r..:.` 92325 MiL ro3cfT orpor3'lor. T.G.P. RV 5530-E4 MATCHLINE - SEE BELOW RIGHT 0 PHASE 6 SHEET 7 OF 10 PHASE 5 SHEET 6 OF 10 EXISTING SPECTRUM PEDEST PHASE 9 2014 MUTCD (TA-101(CA)) SHEET 10 OF 10 PHASE 3 SHEET 4 OF 10 PHASE 2 SHEET 3 OF 10 EXISTING SPECTRUM VAULT PHASE SHEET WONDERVIEW WAY (FUTURE PRIVATE ST.) I � I I � I _ I II I I II I� PHASE 8 I I SHEET 9 I III � I I ' I�II O I I I I I I I I I I �b I I � I � o y� I I � II ' I I I I I � I I I I I I I I I I ' I I II I � I I I I I I I ' I I II I ' I I I I I I I I I I � I I I I I I I I � I I I I I I I ' I I I I I I I ' I �IRd 1 56 O EXISTING SPECTRUM PEDESTAL I y y I � I 1 ' 2 OF 10 I I I I I I I I I I A A MATCHLINE - SEE ABOVE LEFT EXISTING SPECTRUM PEDESTAL OF 10 TRAFFIC CONTROL PLANS GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2014 REV. 8 EDITION. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD PLAN A-20, DETAILS. 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA OVERNIGHT. 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH -INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS. 10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. 12. MOVE DELINEATORS AND/OR CONES TO SIDEWALK DURING NON -WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. 13. REMOVE OR TURN OFF SIGNS DURING NON -WORK HOURS. 14. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER AND/OR STATE INSPECTOR. = WORK AREA ® = EXISTING DRIVEWAY • = TRAFFIC CONE = TYPE II BARRICADE +-C = HIGH LEVEL WARNING DEVICE = TYPE II BARRICADE W/SIGN i = PORTABLE SIGN --=R/CM — = EXISTING RED CURB = EXISTING SIGN = DOUBLE YELLOW LANE LINES II = TYPE III BARRICADES — — — = EXISTING STRIPING �S = SIGNALIZED INTERSECTION = TYPE III BARRICADES W/SIGN = EXISTING LANE FLOW DIRECTION = FLASHING ARROW BOARD T.A.N.S.A.T. = TOW AWAY NO STOPPING ANY TIME �Ib = FLAGGER = DIRECTION OF TRAFFIC FLOW Flo y � y I NOTE: ANY WORK WITHIN THE INTERSECTION N N WILL REQUIRE A FLAGGER TO DIRECT o TRAFFIC AROUND CONSTRUCTION SITE. C) l I N I SIN I Ct I FLAGGERS WHO ARE NOT IN VISUAL CONTACT WITH EACH OTHER SHALL COORDINATE TRAFFIC 12' 11' 1o' 1o' 12' OPERATION USING PORTABLE RADIOS OPERATING ON A PRIVATE FREQUENCY (CITIZEN'S BAND I FREQUENCIES ARE NOT ACCEPTABLE). 71I D w 0 I dOIS dOIS dOIS I C. S.W. 50' 350' 350' 350' 350' — — — — R9-3+ G20-2 GRASS PKWY. R9— 1 1 AR DIRT PKWY. DIRT PKWY. W3-4 C9A(CA) W20-4 W20— 1 G! co EX. PAINTED SHOULDER °D EX. RAISED MEDIAN o 12' MIN. i::�? c===> I � N C2 7 (CA) `? o C30(CA)+ EX. PAINTED SHOULDER °D W C30(CA) C27(CA) G20-2 DIRT PKWY. --------------------- W20-1 C9ACA °D -- -- -- -- -- -- -- GRASS PKWY. CONC. S.W. %< 50' DOWNSTREAM 350' 350' S10P S10P I TAPER 11' 11' 10' 12' D + �p r T.A.N.S.A.T. 9 w (BOTH SIDES) y cn �1Ci O EXISTING SPECTRUM VAULT 2' t I � I y w I0 JIL I o Iv I I 8' 11' 111' 10' 12' ti O I�b WORK HOURS: 8:30 A.M. TO 3:30 P.M. PHASE 1 OF 9 MONDAY TO FRIDAY SIGNS: y � NOTES: W20-1 C9A(CA) C27(CA) R9-3 R9-11AL 1. INGRESS AND EGRESS MUST BE PROVIDED TO ALL DRIVEWAYS AT ANY ROAD • SIDEWALK CLOSED TIME, USE BULL NOSE TO TERMINATE WORK<*> OPEN ♦� AHEAD TRENCH cRoss HERE TAPER AT DRIVEWAYS. MOTIVE 2. STEEL PLATES TO BE USED TO MAINTAIN TRAFFIC FLOW ON ALL W INFRASTRUCTURE DRIVEWAYS. W3-4 W20-4 C30(CA) R9-1 1 AR G20-2 BE ONE LANE LANE SIDEWALK CLOSED END PREPARED < < ROAD ROAD WORK TO STOP AHED CLOSED CROSS HERE POSTED SPEED LIMIT ON MONROE ST. (50 M.P.H.) POSTED SPEED LIMIT ON AIRPORT BLVD. (50 M.P.H.) I rAr\1l. = WORK AREA • = TRAFFIC CONE +-< = HIGH LEVEL WARNING DEVICE i = PORTABLE SIGN = EXISTING SIGN II = TYPE III BARRICADES = TYPE III BARRICADES W/SIGN = FLASHING ARROW BOARD = FLAGGER SIGNS: ® = EXISTING DRIVEWAY = TYPE II BARRICADE = TYPE II BARRICADE W/SIGN --=R/CM — = EXISTING RED CURB = DOUBLE YELLOW LANE LINES — — — = EXISTING STRIPING �S = SIGNALIZED INTERSECTION = EXISTING LANE FLOW DIRECTION T.A.N.S.A.T. = TOW AWAY NO STOPPING ANY TIME ti O = DIRECTION OF TRAFFIC FLOW Flo y fly w Ct G20-2 GRASS PKWY. N = W � w EX. RAISED MEDIAN 0 0 ' I t N I N O O I Iv I D � I N I I� 12' 11' 10' 10 12' �I h D I dOIS dOIS dOIS I R9-3+ R9— 1 1 AR C2 7(CA) C30 JA) MgN R4— 7 NOTE: ANY WORK WITHIN THE INTERSECTION WILL REQUIRE A FLOGGER TO DIRECT TRAFFIC AROUND CONSTRUCTION SITE. FLAGGERS WHO ARE NOT IN VISUAL CONTACT WITH EACH OTHER SHALL COORDINATE TRAFFIC OPERATION USING PORTABLE RADIOS OPERATING ON A PRIVATE FREQUENCY (CITIZEN'S BAND FREQUENCIES ARE NOT ACCEPTABLE). T.A.N.S.A.T. (BOTH SIDES) 425' BUFFER SPACE 100' TAPER DIRT PKWY. DIRT PKWY. I C30A(CA) N EXPAINTED ULDER I I C30 CA C30 (CA) C30 (CA) I I � C30A(CA) C30(CA) I I IC27 CA C30(CA) ( ) I C30 CA N �> 12' MIN. c" EX. PAINTED SHOULDER °D `" — DIRT PKWY. W20— 1 C9A (CA) °° pi GRASS PKWY. CONC. S.W. !--< 350' 350' MP UP W20-1 C9A(CA) C27(CA) R9-3 R9-1 1 AL ROAD • SIDEWALK CLOSED WORK OPEN ♦� AHEAD TRENCH CROSS HERE DIRT PKWY. G20-2 h DIRT PKWY. 350' 350' 1 350' 1 350' r — — r --I W3-4 0 C9A(CA) N W20-4 0 11' 11' 10' 12' D r W cn n Z D o 0 2, �. GI cn N O N I O N I I 8' 11' 111 10' 12' I y WORK HOURS: 8:30 A.M. TO 3:30 P.M. PHASE 2 OF 9 MONDAY TO FRIDAY �Ib NOTES: o 1. INGRESS AND EGRESS MUST BE y PROVIDED TO ALL DRIVEWAYS AT ANY y TIME, USE BULL NOSE TO TERMINATE TAPER AT DRIVEWAYS. MOTIVE 2. STEEL PLATES TO BE USED TO MAINTAIN TRAFFIC FLOW ON ALL W INFRASTRUCTURE DRIVEWAYS. W3-4 W20-4 C30(CA) C30A(CA) R9-1 1 AR G20-2 BE SIDEWALK CLOSED POSTED SPEED LIMIT ON MONROE ST. (50 M.P.H.) END PREPARED ONE ROADNE LANE SHOULDER ROAD WORK TO STOP AHED CLOSED CROSS HERE CLOSED POSTED SPEED LIMIT ON AIRPORT BLVD. (50 M.P.H.) — — —1 W20-1 = WORK AREA • = TRAFFIC CONE +-C = HIGH LEVEL WARNING DEVICE i = PORTABLE SIGN = EXISTING SIGN II = TYPE III BARRICADES = TYPE III BARRICADES W/SIGN = FLASHING ARROW BOARD = FLAGGER SIGNS: ® = EXISTING DRIVEWAY = TYPE II BARRICADE = TYPE II BARRICADE W/SIGN --=R/CM — = EXISTING RED CURB = DOUBLE YELLOW LANE LINES — — — = EXISTING STRIPING �S = SIGNALIZED INTERSECTION = EXISTING LANE FLOW DIRECTION T.A.N.S.A.T. = TOW AWAY NO STOPPING ANY TIME O = DIRECTION OF TRAFFIC FLOW 0 MATCHLINE - SEE BELOW CENTER H 0 8' 11' 111' Z I. - 0 Cr 0 C cn 0 0 cn Cl C cn 0 C W20-1 W20-5L W20-5R C27(CA) R9-3 R3-6R R4-7A G20-5AP � KEEP W1-6R ROAD LEFT LANE RIGHT LANE WORK OPEN WORK CLOSED CLOSED ZONE TRENCH AHEAD AHEAD AHEAD RIGHT > < W4-2L W4-2R R2-1(40) C30(CA) R9-11AL R9-11AR R4-7 W6-4 c20-2 SPEED LIMITLANE ROADSIDEWALK CLOSED SIDEWALK CLOSED END WORK i < < i CLOSED 40 CROSS HERE CROSS HERE it MATCHLINE - SEE BELOW RIGHT B B 12' I 8' 4 11' 11 12' w A I ti � I g' 11' 11' 12' _ � I I b o I I 0 N I I o -� I Ln C 4 I 0 Z N C7 Lo m I 12' I I N N I 8' 4 11' 11 m o I y to -� o Z w o C) I O 0 c b I ,- I oCD ; N o x I I o I I D cn � I I I f I m o rn D rn I I I Z Ln in o D I I o I I I 71 I w cn N I I 8' 4 11' 11' 12' B I B MATCHLINE - SEE ABOVE CENTER I Z N I cn m 12' 11 N � 0' 10' 12' I - D �I� � Z (n � I D I 00 I I D + dOIS dOIS 350' G20-2 � gg mg -� N EX. RAISED MEDIAN 0 W20-1 ro EX. PAINTED SHOULDER oli wo 00 � 350' C7 Z C7 N � I A A MATCHLINE - SEE ABOVE LEFT NOTES: 1. INGRESS AND EGRESS MUST BE PROVIDED TO ALL DRIVEWAYS AT ANY TIME, USE BULL NOSE TO TERMINATE TAPER AT DRIVEWAYS. 2. STEEL PLATES TO BE USED TO MAINTAIN TRAFFIC FLOW ON ALL DRIVEWAYS. POSTED SPEED LIMIT ON MONROE ST. (50 M.P.H.) ::1 POSTED SPEED LIMIT ON AIRPORT BLVD. (50 M.P.H.) DIRT PKWY. W20— 1 y EX. PAINTED SHOULDER O0 3 N AIRPORT BLVD. N I D I � � DIRT PKWY. G20-2 x — S10P lOP `� � I n o � I (50 MPH) PHASE 3 OF 9 WORK HOURS: 8:30 A.M. TO 3:30 P.M. MONDAY TO FRIDAY 1 CnCdl11. WORK AREA • = TRAFFIC CONE +—C = HIGH LEVEL WARNING DEVICE i = PORTABLE SIGN = EXISTING SIGN II = TYPE III BARRICADES 1=1 = TYPE III BARRICADES W/SIGN = FLASHING ARROW BOARD = FLAGGER SIGNS: ® = EXISTING DRIVEWAY TYPE II BARRICADE TYPE II BARRICADE W/SIGN EXISTING RED CURB = DOUBLE YELLOW LANE LINES = EXISTING STRIPING = SIGNALIZED INTERSECTION => = EXISTING LANE FLOW DIRECTION T.A.N.S.A.T. = TOW AWAY NO STOPPING ANY TIME 1 = DIRECTION OF TRAFFIC FLOW MATCHLINE - SEE BELOW CENTER A A 8' 4 11' 111' 12' 1 I I I y �b _I y ~ cli o N cn I m _0x Gn C D ' 12 8' 4 11 111 0 I D C7 rl ry,fi D z I � I O 1� I � I O � o Z D C)I D 7-4 to � I� D D I c� o z N I O Cn -0 N � � 7< I 12' 12' 1 N CJi Di O DF I H 0 T I AIRPORT BL VD. (50 MPH) W20-1 C20(CA)2L C27(CA) R60(CA)(MOD) W 1 1-1 G20-5AP ROAD WORK LEFT LANE WORK OPEN CLOSED ZONE TRENCH AHEAD AHEAD +— W4-2L R2-1(40) C30(CA) W 1-4L R3-4 W16-1 G20-2 SPEED SHARE END LIMIT LANE THE ROAD WORK ; �® CLOSED ROAD UUN G20-2 N = � w EX. RAISED MEDIAN o � N 0 wo W20— 1 °° 350' 10' 12' N O I i 350' \ DIRT PKWY. W20— 1 EX. PAINTED SHOULDER °O o � N N EX. PAINTED SHOULDER Ob. DIRT PKWY. G20-2 MATCHLINE - SEE BELOW RIGHT B B o m � corn cn I mm 70 cn `—' :..-E I� I I o 0o 2: I C� w �K cp _0 � I C o I n I I I H I I I I CIO I � b I I �I� C z y m y I I F=+ I I U `/ I Z _0 0 8' 11' 11' 12' 71, � IO c N � m -' 0 1�, 8 2' 1 I11 r 70 m o rl C I w 1 O I Gn z o G7 � D = m O 4, co I m o I I I v 0 I� I I I I I m D I Ln I m 0 m �IH n n z CA OI O o .� I W az D DID 1 m o I cn x N cn I ZE m 8' 4 11' 11' 12' A MATCHLINE - SEE ABOVE LEFT NOTES: 1. INGRESS AND EGRESS MUST BE PROVIDED TO ALL DRIVEWAYS AT ANY TIME, USE BULL NOSE TO TERMINATE TAPER AT DRIVEWAYS. 2. STEEL PLATES TO BE USED TO MAINTAIN TRAFFIC FLOW ON ALL DRIVEWAYS. POSTED SPEED LIMIT ON MONROE ST. (50 M.P.H.) ::1 POSTED SPEED LIMIT ON AIRPORT BLVD. (50 M.P.H.) 0 I I I I I I I I I I I O 0 �I 7< I I I I I I 12' 111' 11' 12' B MATCHLINE - SEE ABOVE CENTER CA cp C cA cn 0 w cn 0 w cn 0 m m M m o � C N n O m 0 m m m 70 � G7 Z o m m _ 70 co m 0 K 0 PHASE 4 OF 9 WORK HOURS: 8:30 A.M. TO 3:30 P.M. MONDAY TO FRIDAY JIL 0 E9 R N. = WORK AREA • = TRAFFIC CONE +-C = HIGH LEVEL WARNING DEVICE i = PORTABLE SIGN = EXISTING SIGN II = TYPE III BARRICADES = TYPE III BARRICADES W/SIGN = FLASHING ARROW BOARD = FLAGGER SIGNS: ® = EXISTING DRIVEWAY MATCHLINE - SEE BELOW CENTER A >—< = TYPE II BARRICADE A 8' 4 11' 111' 12' 1 H I � I = TYPE II BARRICADE W/SIGN , o l y --=R/CM— = EXISTING RED CURB C) I N = DOUBLE YELLOW LANE LINES I I — — — = EXISTING STRIPING � I I I �S = SIGNALIZED INTERSECTION W I y = EXISTING LANE FLOW DIRECTION I N T.A.N.S.A.T. = TOW AWAY NO STOPPING ANY TIME D cn -0 n x 7, O D I I 84C) o I = DIRECTION OF TRAFFIC FLOW D I HIV o I m 11 11' z 12' I b I O o C) D D Z H F= i w N I �- D I I I I I o o a I IN Iz I 10' 10' 12' EXISTING SPECTRUM PEDESTAL N D D 1=1 H �7 dOIS dOIS I AIRPORT BL VD. (50 MPH) W20-1 C20(CA)BIKE R3-6R C27(CA) W 1 1-1 G20-5AP ROAD BIKE LANE WORK OPEN WORK CLOSED ZONE TRENCH AHEAD AHEAD W4-2R R2-1(40) C30(CA) R3-4 W16-1 G20-2 SC1 1(BIKE) SPEED SHARE END BIKE LANE LIMIT LANE THE ROAD WORK i CLOSED /I O CLOSED ROAD G20-2 N = W � w EX. RAISED MEDIAN 0 0 w o W20— 1 01 350' MATCHLINE - SEE BELOW RIGH' B w II I cn C I I IT I � I rn 2' 111' 11' 12' II I I� + I W I m I I z I m D m I I I N D Z (/)ZJ D m c m o W N A o m O = D 70 —I O A r m CD 00. 350' \ DIRT PKWY. W20— 1 EX. PAINTED SHOULDER °O N EX. PAINTED SHOULDER DIRT PKWY. G20-2 I I w 0 U 00 c m 70 o � CIO Z D IN m 11 I _0 ®■ m O I� j 8' 4 11' 111' 12' A A MATCHLINE - SEE ABOVE LEFT NOTES: 1. INGRESS AND EGRESS MUST BE PROVIDED TO ALL DRIVEWAYS AT ANY TIME, USE BULL NOSE TO TERMINATE TAPER AT DRIVEWAYS. 2. STEEL PLATES TO BE USED TO MAINTAIN TRAFFIC FLOW ON ALL DRIVEWAYS. POSTED SPEED LIMIT ON MONROE ST. (50 M.P.H.) ::1 POSTED SPEED LIMIT ON AIRPORT BLVD. (50 M.P.H.) � I 8' 11' 11' 111' T � 1N CA 1= PHASE 5 OF 9 WORK HOURS: 8:30 A.M. TO 3:30 P.M. MONDAY TO FRIDAY N O 0 N I CP`_CAIn. nn ATrIJ1 mr, . SFF BELOW CENTER A WORK AREA ® = EXISTING DRIVEWAY • = TRAFFIC CONE TYPE II BARRICADE +-C = HIGH LEVEL WARNING DEVICE i = PORTABLE SIGN r-1 = EXISTING SIGN II = TYPE III BARRICADES 1=1 = TYPE III BARRICADES W/SIGN = FLASHING ARROW BOARD = FLAGGER = TYPE II BARRICADE W/SIGH = EXISTING RED CURB = DOUBLE YELLOW LANE LIN = EXISTING STRIPING �S = SIGNALIZED INTERSECTION = EXISTING LANE FLOW DIRE, T.A.N.S.A.T. = TOW AWAY NO STOPPING E 1 = DIRECTION OF TRAFFIC FL( EXI`. SIGNS: W20-1 C20(CA)BIKE R3-4 C27(CA) G20-5AP ROAD BIKE LANE WORK OPEN WORK CLOSED ZONE TRENCH AHEAD AHEAD > A) W4-2R R2-1(40) C30(CA) w1s-1 G20-2 SC1 1(BIKE) SPEED SHARE END BIKE LANE LIMIT LANE THE ROAD WORK j CLOSED A® CLOSED i ROAD ne A-ri-ui m:. SFF BELOW RIGHT Q r' MATCHLINE - SEh AtSUV t LCr i AIr%TCC- 1. INGRESS AND EGRESS MUST BE PROVIDED TO ALL DRIVEWAYS AT ANY TIME, USE BULL NOSE TO TERMINATE TAPER AT DRIVEWAYS. 2. STEEL PLATES TO BE USED TO MAINTAIN TRAFFIC FLOW ON ALL DRIVEWAYS. POSTED SPEED LIMIT ON MONROE ST. (50 M.P.H.) 13' 12' N N 0 I 0 I N w a � � � I 0 I � � � N 21' O o + I I 12 111 111 m 12 , I z m C) I o I z I I I I I I � I I I I CA cyl I 0 12' 1 11'llo,l B B MATCHLINE - SEE ABOVE CENTER U PHASE 6 OF 9 WORK HOURS: 8:30 A.M. TO 3:30 P.M. MONDAY TO FRIDAY I CP`_CAIn- WORK AREA • = TRAFFIC CONE +-C = HIGH LEVEL WARNING DEVICE i = PORTABLE SIGN r-1 = EXISTING SIGN II = TYPE III BARRICADES 1=1 = TYPE III BARRICADES W/SIGN = FLASHING ARROW BOARD = FLAGGER ® = EXISTING DRIVEWAY TYPE II BARRICADE TYPE II BARRICADE W/SIGN EXISTING RED CURB DOUBLE YELLOW LANE LINES EXISTING STRIPING �S = SIGNALIZED INTERSECTION => = EXISTING LANE FLOW DIRECTION T.A.N.S.A.T. = TOW AWAY NO STOPPING ANY TIME 1 = DIRECTION OF TRAFFIC FLOW 0 MATCHLINE - SEE BELOW CENTER N � m m 0 O � I o m o I I m � mN o I I I o � I I _ = D � m I I I 0 c I I 12' I 1' 11 12' o I I I �c Z H O oIo �y I I m X o I D N � N I m o N CD o 7co I z � I o 0 O cn I � oI 0 c/) 11' 111' I NI(A �o 8 4 DI D HIH 12' 0 E 0 i IMOUNTAIN VIA (PRIVATE STRE i i I i I I � � I i I i y I � WONDERVIEW WAY (FUTURE PRIVATE ST.) I I Ci D 0O m N x m C7 o I Z C7 I I N I o N I I I t I N I I 8' 11' 111' 12' i y SIGNS: W20-1 C20(CA)2L W 1-4L C27(CA) w1 1-1 2 G20-5AP ROAD y WORK LEFT LANE WORK OPEN � CLOSED < > ZONE TRENCH AHEAD AHEAD W4-2L R2-1(40) C30(CA) w1s-1 G20-2 SC1 1(BIKE) SPEED SHARE END BIKE LANE LIMIT LANE THE ROAD WORK j CLOSED A® CLOSED i ROAD (A C Rn ATt-u1 1KIG _ SFF RFLOW RIGHT o m MATCHLINE - SEE AbUVt Lcr I AIr%TCC- 1. INGRESS AND EGRESS MUST BE PROVIDED TO ALL DRIVEWAYS AT ANY TIME, USE BULL NOSE TO TERMINATE TAPER AT DRIVEWAYS. 2. STEEL PLATES TO BE USED TO MAINTAIN TRAFFIC FLOW ON ALL DRIVEWAYS. POSTED SPEED LIMIT ON MONROE ST. (50 M.P.H.) I N I 21' I� o w 12' 111 x 12' o 111 z NN) I N � I z I 4� D y o I I I I o I � I I CTI 0 I 12 111 10' 1 112' B B MATCHLINE - SEE ABOVE CENTER 0 PHASE 7 OF 9 WORK HOURS: 8:30 A.M. TO 3:30 P.M. MONDAY TO FRIDAY 1 CnCdl11. WORK AREA • = TRAFFIC CONE +-C = HIGH LEVEL WARNING DEVICE t = PORTABLE SIGN = EXISTING SIGN II = TYPE III BARRICADES 1=1 = TYPE III BARRICADES W/SIGN = FLASHING ARROW BOARD = FLAGGER ® = EXISTING DRIVEWAY TYPE II BARRICADE TYPE II BARRICADE W/SIGN EXISTING RED CURB = DOUBLE YELLOW LANE LINES = EXISTING STRIPING �S = SIGNALIZED INTERSECTION => = EXISTING LANE FLOW DIRECTION T.A.N.S.A.T. = TOW AWAY NO STOPPING ANY TIME D = DIRECTION OF TRAFFIC FLOW MATCHLINE - SEE BELOW RIGI A 12' 111 11 12' I m I x I I� m I I U1 z I � I Io N N I � I 1 I � � O � ID A US TRALIA IV DR� I (PRI VA TE STREET) NOTE: ANY WORK WITHIN THE INTERSECTION WILL REQUIRE A FLAGGER TO DIRECT TRAFFIC AROUND CONSTRUCTION SITE. FLAGGERS WHO ARE NOT IN VISUAL CONTACT WITH EACH OTHER SHALL COORDINATE TRAFFIC OPERATION USING PORTABLE RADIOS OPERATING ON A PRIVATE FREQUENCY (CITIZEN'S BAND FREQUENCIES ARE NOT ACCEPTABLE). SIGNS: rl I � z m U I Z X I 8' 11 11 D 12' CIO 0 m m 0 I Z I I I r 4' M I I c� to I I N T I 8' 4 11' 111' to 7 DI4� 7m" N O I i 12' W20-1 W20-5L W3-4 W3-5(30) G20-5AP ROAD BE T WORK LECLOS DFr NE PREPARED ZONE LPMIT� AHEAD AHEAD TO STOP< > 30 0 w 0 w 0 w 0 W U, 1ke A-r1%U1 IAIG _ SFF RELOW RIGHT o MATCHLINE - Stt Hrsvvr- LGr 1 W4-2L C9A(CA) R2-1(40) C30(CA) W6-4 R4-7A G20-2 SPEED KEEP R1 1-2 W1-6R END LIMIT LANE ROAD ROAD WORK j CLOSED CLOSED '<*> 4®it RIGHT 011 A nn A'rnui mr, - SFF BELOW RIGHT f% D MATCHLINE- Stt At UVC LGr 1 1►1/'1TC0. 1. INGRESS AND EGRESS MUST BE PROVIDED TO ALL DRIVEWAYS AT ANY TIME, USE BULL NOSE TO TERMINATE TAPER AT DRIVEWAYS. 2. STEEL PLATES TO BE USED TO MAINTAIN TRAFFIC FLOW ON ALL DRIVEWAYS. POSTED SPEED LIMIT ON MONROE ST. (50 M.P.H.) CA cr C cw 0 MOUNTAIN VIEW LN. to (PRIVATE STREET) v m m 0 m 0 c UI rnn PQ o 7-1 m M 70 z z (n O O = m O m O C C C 12' 1 N I of I y _ C) I + N � b y 112' 112 z I �I _ I � I� orn I I I F=i I ? x s I � 70 a 12' 8' 4' MATCHLINE - SEE ABOVE LEFT PHASE 8 OF 9 WORK HOURS: 830 A.M. TO 330 P.M. MONDAY TO FRIDAY C I Cf'_CAIn- = WORK AREA = EXISTING DRIVEWAY ® • = TRAFFIC CONE = TYPE II BARRICADE +-C = HIGH LEVEL WARNING DEVICE = TYPE II BARRICADE W/SIGN i = PORTABLE SIGN --=R/CM — = EXISTING RED CURB r-I = EXISTING SIGN = DOUBLE YELLOW LANE LINES II = TYPE III BARRICADES = TYPE III BARRICADES W/SIGN = FLASHING ARROW BOARD = FLAGGER SIGNS: W20-1 C20(CA)BIKE W1 1-1 ROAD BIKE LANE WORK CLOSED AHEAD AHEAD W16-1 G20-2 SC 1 1(BIKE) SHARE END BIKE LANE THE ROAD WORK CLOSED ROAD — — — = EXISTING STRIPING �S = SIGNALIZED INTERSECTION = EXISTING LANE FLOW DIRECTION T.A.N.S.A.T. = TOW AWAY NO STOPPING ANY TIME * ADDITIONAL SIGNS MAY BE REQUIRED TO ACCOMMODATE ACTUAL FIELD CONDITIONS. = DIRECTION OF TRAFFIC FLOW IIrljY�!ll1raMON I G20-2 CONC. S.W. CONC. S.W. 1V1 V 1 I 1 W V L /,_/ l e (50 MPH JIVIY Jr M111YV r% SEE CHART "A" CONC. S.W. W20— 1 12' MIN. I SC 1 1(BIKE) II SC 1 1(BIKE) SC 1 1(BIKE) I W20— 1 SIGN SPACING 'B' C20(CA)BIKE SIGN SPACING 'A' W 1 1 — 1 + CONC. S.W. W16-1 SHOULDER TAPER 1 3 L CONC. S.W. BUFFER SPACE G20-2 WORK AREA SEE CHART "A" SEE CHART "A" SEE CHART "B" SEE CHART C T.A.N.S.A.T. (IF REQUIRED) 'GhIn03d 31 Sd390V13 3Sn 'SNVId1S343d d03 JVMAi VM NnWINIW ,S NIVINIVW Ol d010Vd1N00 NOTES: 1. INGRESS AND EGRESS MUST BE PROVIDED TO ALL DRIVEWAYS AT ANY TIME, USE BULL NOSE TO TERMINATE TAPER AT DRIVEWAYS. PHASE 9 OF 9 WORK HOURS: 830 A.M. TO 330 P.M. MONDAY TO FRIDAY 201 4 MUTCD (TA-101 (CA)) ROAD TYPE CHART A DISTANCE BETWEEN SIGNS* A B C URBAN — 25 MPH OR LESS** 100' 100' 100' URBAN — MORE THAN 25 MPH TO 40 MPH** 250' 250' 250' URBAN — MORE THAN 40 MPH** 350' 350' 350' RURAL 500' 1 500' 1 500' EXPRESSWAY/FREEWAY 1,000' 1 1 ,500' 1 2,640' * THE COLUMN HEADING A, B, AND C ARE THE DIMENSIONS SHOWN IN FIGURES 6H-1 THROUGH 6H-46. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICITION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS. (THE "FIRST SIGN" IS THE SIGN IN A THREE -SIGN SERIES THAT IS CLOSET TO THE TCC ZONE. THE "THIRD SIGN" IS THAT IS FURTHEST UPSTREAM FROM THE TTC ZONE.) ** POSTED SPEED LIMIT, OFF PEAK 85TH-PERCENTILE SPEED PRIOIR TO WORK STARTING, OR OTHER ANTICIPATED OPERATING SPEED IN MPH. CHART B - MINIMUM TAPER LENGTH** FOR WIDTH OF OFFSET 12ft. (W) SPEED* S (mph) MERGING L (ft) SHIFTING L/2 (ft) SHOULDER L/3 (ft) DOWN STREAM (ft)*** 20 80 40 27 50 25 125 63 42 50 30 180 90 60 50 35 245 123 82 50 40 320 160 107 50 45 540 270 180 50 50 600 300 200 50 55 660 330 220 50 60 720 360 240 50 65 780 390 260 50 70 840 420 280 50 75 900 450 300 50 * POSTED SPEED LIMIT, OFF PEAK 85th-PERCENTILE SPEED PRIOR TO WORK STARTING, OR THE ANTICIPATED OPERATING SPEED IN MPH. ** FOR OTHER OFFSETS USE THE FOLLOWING MERGING TAPER LENGTH FORMULA FOR L: FOR SPEEDS OF (40mph) OR LESS, L=WS2/60 FOR SPEEDS OF (45mph) OR MORE, L=WS WHERE: L=TAPER LENGTH IN FEET W=WIDTH OF OFFSET IN FEET S=POSTED SPEED LIMIT, OFF-PEAK 85th-PERCENTILE SPEED PRIOR TO WORK STARTING, OR THE ANTICIPITATED OPERATING SPEED IN MPH *** MAXIMUM DOWNSTREEM TAPER LENGTH IS 100 FEET. CHART C STOPPING SIGHT DISTANCE (BUFFER SPACE) SPEED* (MPH) DISTANCE (FT) 20 1 15' 25 155' 30 200' 35 250' 40 305' 45 360' 50 425' 55 495' 60 570' 65 645' 70 730' 75 820' * POSTED SPEED, OFF PEAK 85th-PERCENTILE SPEED PRIOR TO WORK STARTING, OR THE ANTICIPATED OPERATING SPEEDIN MPH. N/0 AIRPORT BLVD. S/0 55TH AVE. AIRPORT BLVD. & MONROE ST. LA QUINTA, CA 92253 William Way ,Gate n F,#adaw +a i II pt °. rt Moantain View Ln o a SThunder GuaY rya j 55t#rAve 55xh.Ave LA rS5ih-Ave �.' 55thAve SHEET 3 OF 3 k0t+9s1on,Heath:. . GngstonHeath Maur5nsons:pt. Brawn Deer Park PGA West -Greg Nor -man Clubhouse � r Alv. LA s ,onr r '�0' o PROJECT LOCATION t at+ona4:Dr_. fi m T Airt.rut Rlv l Airport Blvd Aiw3rf F3; — , ill3ert BiYd — Aifj]_ muirfiew VflEage Village Westside Elementary School 'I GaFF View -Dr > II SHEET 2 OF 3 � I I o 0 > O'Tymar Lrt >. s4 = tev5 Way CL The Palms Golf Club � II0 Q � Coe :Legends_1Nay : - �jitilrir�4OC�{ /'{Jlls � I Flirty 2Q24TomTom@2724Microsoft Corporal ion Opert3ireelMap Mtps:#www.opertstra0..map.oVcapyfQk T.G.P. NO.: RV 5530=E4 SCOPE OF WORK EXISTING SPECTRUM PEDESTAL 2 (1)-Y SCH. 40 PVC CONDUIT 100, TOTAL NEW CONDUIT PLACEMENT 100, MOTIVE INFRASTRUCTURE � 8521 FALLBROOK AVE #200 CANOGA PARK, CA 91304 PHONE: (818) 898-2352 FAX: (747) 225-1313 s GENERAL NOTES 1. INDEMNIFICATION CLAUSE: THE CONTRACTOR AGREES AND SHALL; ASSUME SOLE AND COMPLETE RESPONSIBILITY OF THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTIES. THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CONDITIONS. THE CONTRACTOR FURTHER AGREES TO DEFEND INDEMNITY AND HOLD SPECTRUM, IT'S REPRESENTATIVES, AND ENGINEERS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT. 2. PRIOR TO THE BEGINNING OF ANY CONSTRUCTION AND THROUGHOUT THE COURSE OF CONSTRUCTION WORK, THE CONTRACTOR SHALL FULLY COMPLY WITH "CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH" ACT OF 1973 INCLUDING ALL REVISIONS AND AMENDMENTS THERETO. 3. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF GO 95, 128, AND THE STANDARD "SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", AS ADOPTED BY THE CITY, COUNTY OR STATE AS MODIFIED BY STANDARD PLANS AND ADDENDUMS. 4. THE EXISTENCE AND LOCATION OF UTILITIES AND OTHER AGENCIES, FACILITIES AS SHOWN HEREON ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. OTHER FACILITIES MAY EXIST. THE CONTRACTOR SHALL VERIFY PRIOR TO THE START OF CONSTRUCTION AND SHALL USE EXTREME CARE AND PROTECTIVE MEASURES TO PREVENT DAMAGE TO THESE FACILITIES. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY OR AGENCY FACILITIES WITHIN THE LIMITS OR WORK, WHETHER THEY ARE SHOWN ON THIS PLAN OR NOT. 5. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4133, AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY EXCAVATION. 6. THE CONTRACTOR SHALL NOTIFY THE CITY, COUNTY OR STATE ENGINEER INSPECTION DEPARTMENT, (760) 777-7045, AT LEAST TWO DAYS BEFORE START OF ANY WORK REQUIRING THEIR INVOLVEMENT. 7, ALL WORK AREA AND STREET TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND SPECIFICATIONS FROM THE CITY, COUNTY OR STATE. 8. THE CITY, COUNTY OR STATE SHALL SPECIFY THE EXPIRATION PERIOD OF THE PERMIT FOR THIS CONSTRUCTION PROJECT. 9. THE MINIMUM COVER FOR ALL CONDUITS PLACED UNDERGROUND SHALL BE 30 INCHES TO THE FINISHED GRADE AT ALL TIMES. 10. THE CONTRACTOR SHALL TUNNEL ALL CURB AND GUTTERS AND BORE ALL CONCRETE DRIVEWAYS AND ASSIST RAMPS AT THE DIRECTION OF THE CITY, COUNTY OR STATE INSPECTOR. 11. ALL A.C. AND/OR CONCRETE PAVEMENT SHALL BE REPLACED AT THE DIRECTION OF THE CITY, COUNTY OR STATE ENGINEERS. 12. ALL SHRUBS, PLANTS OR TREES THAT HAVE BEEN DAMAGED OR DISTURBED DURING THE COURSE OF THE WORK, SHALL BE REPLANTED AND/OR REPLACED SO AS TO RESTORE THE WORK SITE TO ITS ORIGINAL CONDITION. 13. IF DAMAGE OCCURS TO THE CITY OR COUNTY FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY, TRAFFIC CONTROL LIGHTING; (760) 863-8990, STREET LIGHTING (760) 777-7026. 14. AT LEAST TWO DAYS PRIOR TO THE COMMENCEMENT OF ANY WORK, NOTIFY THE POLICE TRAFFIC BUREAU (760) 863-8990 AND THE FIRE DEPARTMENT; (951) 940-6900. 15. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROCESSING OF ALL APPLICATION PERMIT FORMS ALONG WITH THE REQUIRED LIABILITY INSURANCE FORMS, CLEARLY DEMONSTRATING THAT SPECTRUM, THE CITY, COUNTY OR STATE IS ALSO INSURED WITH THE REQUIRED LIABILITY INSURANCE IN THE AMOUNT OF $1 ,000,000.00 FOR THIS CONSTRUCTION PROJECT. 16. VAULTS, PEDESTALS, CONDUITS AND OTHER TYPES OF SUBSTRUCTURE ARE EITHER SPECIFIED ON THIS PLAN OR WILL BE SPECIFIED BY THE CONSTRUCTION ENGINEER. ANY AND ALL DEVIATIONS FROM THE SPECIFIED TYPES OF MATERIAL MUST BE APPROVED BY THE SYSTEM ENGINEER, IN WRITING BEFORE INSTALLATION THEREOF. 17. ALL U.G. CONDUIT MUST BE SCHEDULE 40 OR BETTER, UNLESS SPECIFIED. UNDERGROUND UTILITIES NOTE: THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES, STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX. UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THIS PLAN. Spectrum PROJECT NAME: N/O AIRPORT BLVD. S/O 55TH AVE. CITY: LA QUINTA COUNTY: RIVERSIDE ENGINEERED BY: MOTIVE INFRASTRUCTURE SOLUTIONS DRAFTED BY: MOTIVE INFRASTRUCTURE SOLUTIONS LOCATION: TWC-Z 10-3460035 AIRPORT BLVD. & MONROE ST. SCALE: PROJECT NO.: 10782437067 N.T.S. DWG. NO.: 10782437067SUB2 DATE: 01 1 325 DATE: 01 1 325 SHEET 1 OF 3 PROPOSED EXCAVATION REPLACE BASE AND FINISHED SURFACE EQUAL TO OR GREATER THAN EXISTING AS PER AGENCY STANDARDS AND APPROVAL OF CITY, COUNTY OR STATE INSPECTOR. Cement Slurry Backfill xisang Uraae Ain. Cover glow Existing Grade (1)-3" SCH. 40 PVC Conduit --tI (SPECTRUM) li 12" Min. TYPICAL CONDUIT DEPTH DETAIL NO SCALE SYMBOLOGY: SYMBOL DESCRIPTION SYMBOL DESCRIPTION E/0/D EDGE OF DIRT BUSHES W/L WHITE LINE TREE R/0/W RIGHT OF WAY UTILITY POLE E/0/P EDGE OF PAVEMENT ST. LIGHT C/L CENTER LINE TRAFFIC SIGNAL CIF CURBFACE PARKING METER/ST. SIGN P/L PROPERTY LINE Y DOWN GUY C/G CONC. GUTTER a FIRE HYDRANT CONC. CONCRETE o UTILITY VALVE DECO. DECORATIVE ❑ UTILITY MANHOLE/VAULT PKWY. PARKWAY E�OW OT ©DO UTILITY LID S.W. SIDEWALK O SEWER MANHOLE ABAND. ABANDONED ■ SQUARE VENT STA. NO. STATION NUMBER + ROUND VENT (E) EXISTING ------► DIG -ALERTS (P) PROPOSED (POC) POINT OF C/F (E) CUT x FENCE ADA CURB RAMP WALL DRIVEWAY � MOTIVE INFRASTRUCTURE 8521 FALLBROOK AVE #200 CANOGA PARK, CA 91304 PHONE: (818) 898-2352 FAX: (747) 225-1313 PROPOSED INSTALLATION BY METHOD OF OPEN TRENCHING STA. NO. 64+36.00 �00 I+ C z R/0/ D � CD D N C/F CD n co C � C co 0 DCsl n C/L 4- C,J EXISTING SPECTRUM PEDESTAL (10" DIA) 6' MEANDERING CONC. S.W. VARIES PKWY. CIF ' 8' MEDIAN N 6' CONC. S.W. 1 STA. NO. 52+68.75 AIRPORT BLVD. _ STA. NO. 63+49.31 MONROE ST. 800-422-4133 LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TICKET # 8 5' 12' 43' 15' 15' � � o \ :Z� I I CD C'> rTl � I I z 15' o - n I 20, Z N 32' o I � I 34't p I 4218' 0 I I I I T I 0 > I 3 46 0 I 1 6 211 I I I I o I 52+00 " G ON C/L 12' 43 UTILITY LINE TYPE LEGEND SPECTRUM PROPOSED SPECTRUM EXISTING E POWER G GAS W WATER T TELCO SL STREET LIGHT TS TRAFFIC SIGNAL 0 — OIL S SEWER CAN CABLE TV SDE3 STORM DRAIN W � I � � I 11 S SCALE: 1 "=209 o 0 zi 30' CONTRACTOR TO STUB & CAP (1)-3" CONDUIT AT CITY/COUNTY BOUNDARY FOR FUTURE USE. STA. NO.64+36.00 FOR PROPOSED CONDUIT CONTINUATION SEE PROJECT # 10782437067, PLAN # 10782437067SUB 1. THIS PLAN WILL BE PERMITTED UNDER SEPARATE PERMIT WITH THE COUNTY OF RIVERSIDE. AIRPORT RL V. R 0 W REVISION DIRT C/L ?/O/w N CD N C I o� DATE PROPOSED ITEM # DESCRIPTION O 46'-0" (E) SPECTRUM PEDESTAL TO CITY/COUNTY BOUNDARY (1)-3" SCH. 40 PVC CONDUIT (SPECTRUM) CONSTRUCTION NOTE: CONTRACTOR TO ALLOW INGRESS AND EGRESS TO DRIVEWAYS AT ALL TIMES DURING CONSTRUCTION. NOTE TO CONTRACTOR CONCRETE SIDEWALKS SHALL BE SAWCUT TO THE NEAREST SCORE MARK AND BE REPLACED EQUAL IN DIMENSION TO THAT REMOVED. UNDERGROUND UTILITIES NOTE: THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES, STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX. UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THIS PLAN. COUNTY PERMIT INFORMATION Charter Spectrumoo. A/C STREET FOOTAGE 43'-0" CONCRETE STREET FOOTAGE 0'-0" CONCRETE PARKWAY FOOTAGE 0 -0 DIRT/GRASS PARKWAY FOOTAGE 3'-0" TOTAL FOOTAGE THIS SHEET 46'-0" PROJECT NAME: N/O AIRPORT BLVD. S/O 55TH AVE. PERMIT NO.: T.G. MAP NO.: RV 5530-E4 DATE: ENGINEERED BY: M.I.S. DATE: 01 -1 3-25 CITY: LA QUINTA DRAFTED BY: M.I.S. DATE: 01 -1 3-25 COUNTY: RIVERSIDE TOTAL CONDUIT FOOTAGE THIS PROJECT LOCATION: TWC-Z 10-3460035 AIRPORT BLVD. & MONROE ST. PROJECT NO.: 10782437067 100' DWG. NO.: 10782437067SUB2 SHEET 2 OF 3 SYMBOLOGY: SYMBOL DESCRIPTION SYMBOL DESCRIPTION E/0/D EDGE OF DIRT BUSHES W/L WHITE LINE TREE R/0/W RIGHT OF WAY UTILITY POLE E/0/P EDGE OF PAVEMENT ST. LIGHT C/L CENTER LINE TRAFFIC SIGNAL CIF CURBFACE PARKING METER/ST. SIGN P/L PROPERTY LINE Y DOWN GUY C/G CONC. GUTTER a FIRE HYDRANT CONC. CONCRETE o UTILITY VALVE DECO. DECORATIVE ❑ UTILITY MANHOLE/VAULT PKWY. PARKWAY E�OW OT ©DO UTILITY LID S.W. SIDEWALK O SEWER MANHOLE ABAND. ABANDONED ■ SQUARE VENT STA. NO. STATION NUMBER + ROUND VENT (E) EXISTING ------► DIG -ALERTS (P) PROPOSED (POC) POINT OF C/F (E) CUT X FENCE ADA CURB RAMP WALL DRIVEWAY � MOTIVE INFRASTRUCTURE 8521 FALLBROOK AVE #200 CANOGA PARK, CA 91304 PHONE: (818) 898-2352 FAX: (747) 225-1313 I EXISTING SPECTRUM PEDESTAL (18" X 36") STA. NO. 83+51.06 I D o STA. N0.83+44.20 8' - 9 99 n O N �I I+ DE � D o �' PROPOSED INSTALLATION BY CD z METHOD OF OPEN TRENCHING G7 I 2 I STA. I I NO. 83+06.65 AIRPORT BLVD. _ STA. NO. 10+00.00 WONDERVIEW WAY z m m I 70 z I c� 0 z c7 I I I I I 119' 43' _ 15 28' ZI I� I II 0 D Z7 \ -I n I I I I N y 0 o I I y y 35' 32' S 21' 20' I 51'-9" I II 1 �12 I_ _I STA. NO. 72+99.93 AIRPORT BLVD. _ STA. NO. 10+00.00 AUSTRALIAN DR. USTRALIAA' DR_ —C/L — 800-422-4133 LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TICKET # 00 00 co c.� 0 0 44' 0 12 3' 0 44' II I II I I � o 3 4' 1 169 00 N 0 + 0 0 I I� 40' 43' _I —C/L UTILITY LINE TYPE LEGEND SPECTRUM PROPOSED SPECTRUM EXISTING E POWER GAS w WATER T TELCO sL STREET LIGHT Ts TRAFFIC SIGNAL 0 — OIL s SEWER CAN CABLE TV SDE3 STORM DRAIN W S SCALE: 1 "=209 21' x x I I I I I I CONTRACTOR TO STUB & CAP (1)-3" CONDUIT AT CITY/COUNTY BOUNDARY FOR FUTURE USE. I FOR PROPOSED CONDUIT CONTINUATION SEE � PROJECT #10782437067, PLAN #10782437067SUB1. I THIS PLAN WILL BE PERMITTED UNDER SEPARATE PERMIT WITH THE COUNTY OF RIVERSIDE. 1 R/0/W _ x_ _ CIF I N I Coe PROPOSED ITEM # DESCRIPTION O 54'-0" (E) SPECTRUM PEDESTAL TO CITY/COUNTY BOUNDARY (1)-3" SCH. 40 PVC CONDUIT (SPECTRUM) C/F 00 x 11 +00 _ C/L o 14' MEDIAN CIF N � C� O I r CIF x R/0/W W01VDER VIEW WA Y (F7UT URE PRIVATE ST) x I I CONSTRUCTION NOTE: CONTRACTOR TO ALLOW INGRESS AND EGRESS TO DRIVEWAYS AT ALL TIMES DURING CONSTRUCTION. I NOTE TO CONTRACTOR EXISTING TEMP. FENCE 24, _ STA. NO. 52+68.75 AIRPORT BLVD. _ STA. NO. 63+49.31 MONROE ST. AIRPORT RL VD. C/L— REVISION CONDUIT CURVE DATA ANGLE RADIUS LENGTH Q 45' 3'-0" 2'-4" CONCRETE SIDEWALKS SHALL BE SAWCUT TO THE NEAREST SCORE MARK AND BE REPLACED EQUAL IN DIMENSION TO THAT REMOVED. UNDERGROUND UTILITIES NOTE: THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES, STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX. UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THIS PLAN. CITY PERMIT INFORMATION Charter Spectrumoo. A/C STREET FOOTAGE 35'-0" CONCRETE STREET FOOTAGE 0 -0 CONCRETE PARKWAY FOOTAGE 8 -0 DIRT/GRASS PARKWAY FOOTAGE 11'-O" DATE TOTAL FOOTAGE THIS SHEET 54'-0" PROJECT NAME: N/0 AIRPORT BLVD. S/0 55TH AVE. PERMIT NO.: T.G. MAP NO.: RV 5530-E4 DATE: ENGINEERED BY: M.I.S. DATE: 01 -1 3-25 CITY: LA QUINTA DRAFTED BY: M.I.S. DATE: 01 -1 3-25 COUNTY: RIVERSIDE LOCATION: TWC-Z 10-3460035 AIRPORT BLVD. & MONROE ST. TOTAL CONDUIT FOOTAGE THIS PROJECT PROJECT NO.: 10782437067 100' DWG. NO.: 10782437067SUB2 SHEET 3 OF 3 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2025-0005 The followina shall always avvly: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/4") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 '/2") of A.C. paving on (" N/A ") of class (" N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ® R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ® R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ® R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (Y) of SC-800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. 2. 3. 9 5. PERMIT NO. ENC2025-0005 For Charter TWC-Z10-3460035 / Rod and Rope Existing Conduit and Place New Conduit / Monroe St Btw Airport Blvd and Four Seasons PI In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications for Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. Charter Communications and/or Video Voice Data Communications, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. The permittee is responsible for obtaining a valid separate permit from other Cities, County jurisdictions, or other agencies if any of the work or traffic control devices extend into the other Cities, County, or agencies right of way. 7. This permit is for work within the R/W only. The permittee shall obtain written approval from the private landowner for any work or improvements on private property. 8. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for further modifications as it relates to any sight distance concerns and/or improvement plan requirements as required by the City Engineer. 9. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (i.e. any 4 lane street) before 8:00 a.m. Special Conditions Page 1 of 5 PERMIT NO. ENC2025-0005 For Charter TWC-Z10-3460035 / Rod and Rope Existing Conduit and Place New Conduit / Monroe St Btw Airport Blvd and Four Seasons PI 10. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Division at (760) 777-7070 if signal operation at the intersection is to be altered in any way. 11. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance with the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1(part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 12. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 13. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 14. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 15. Any land on which Williamson Act contracts apply shall remain undisturbed. 16. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. Special Conditions Page 2 of 5 PERMIT NO. ENC2025-0005 For Charter TWC-Z10-3460035 / Rod and Rope Existing Conduit and Place New Conduit / Monroe St Btw Airport Blvd and Four Seasons PI 17. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 18. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 19. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 20. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Associate Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 21. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 22. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 23. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 24. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. Special Conditions Page 3 of 5 PERMIT NO. ENC2025-0005 For Charter TWC-Z10-3460035 / Rod and Rope Existing Conduit and Place New Conduit / Monroe St Btw Airport Blvd and Four Seasons PI 25. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 26. If traffic lanes are closed on an any Arterial street (any street with more than 2 lanes) within the City of La Quinta right of way, The permittee is required to provide an informative message board (approved by the City Engineer). It shall inform the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. The board does not have to be electrical or solar powered. 27. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. Special Conditions Page 4 of 5 PERMIT NO. ENC2025-0005 For Charter TWC-Z10-3460035 / Rod and Rope Existing Conduit and Place New Conduit / Monroe St Btw Airport Blvd and Four Seasons PI F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 28. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight; however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 29. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. 30. Access and egress to all local properties shall be maintained at all times. 31. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 32. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 33. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 34. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 35. If it is the intent of the permittee to cut the pavement and have it restored by a third parry, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 5 of 5 VIDEO VOIC ADIAZ3 ,4coR0 CERTIFICATE OF LIABILITY INSURANCE DATE 11127(MM/2024Y) 11 /27/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE FAX (A/C, No, Ext): (949) 553-9800 (A/C, No): HUB International Insurance Services Inc. 4695 MacArthur Court Suite #600 Newport Beach, CA 92660 ADDRESS: INSURERS AFFORDING COVERAGE NAIC # INSURER A: BITCO General Insurance Corporation 20095 INSURED INSURER B : Travelers Property Casualty Company of America 25674 INSURER C : Video Voice Data Communications INSURER D : 7391 Lincoln Way Garden Grove, CA 92841 INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MM DD YYY POLICY EXP MM DD YYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR X CLP 3751162 11/30/2024 11/30/2025 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES Ea occurrence 300,000 $ MED EXP (Any oneperson) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X PECOT- ❑ LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ A AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED L NON -OWNED AUTOS ONLY AUTOS ONLY CAP3751163 11/30/2024 11/30/2025 COMBINED SINGLE LIMIT Ea accident 1,000,000 $ X BODILY INJURY Perperson) $ BODILY INJURY Per accident $ PROPERTY DAMAGE Per accident $ $ B UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE CUP-4X901500-24-NF 11/30/2024 11/30/2025 EACH OCCURRENCE $ 3,000,000 X AGGREGATE $ 3,000,000 DED X RETENTION $ 10,000 $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A X WC 3751164 11/30/2024 11/30/2025 X PER OTH- STATUTE ER E.L. EACH ACCIDENT 1,000,000 $ E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT 1,000,000 $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: All operations performed by the Named Insured during the current policy period. glaip/wcwv The City of La Quinta is included as Additional Insured as respects General Liability per attached endorsement. This insurance shall apply as Primary and Non -Contributory per attached endorsement. Waiver of Subrogation for Workers' Compensation: See Attached Endorsement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of La Quinta Y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 78-495 Calle Tampico La Quinta, CA 92253 REPRESENTATIVE AUTHORIZED ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: VIDEO VOIC LOC #: 1 ADIAZ3 AFRO ADDITIONAL REMARKS SCHEDULE AGENCY HUB International Insurance Services Inc. POLICY NUMBER SEE PAGE 1 CARRIER SEE PAGE 1 kDDITIONAL REMARKS NAMED INSURED Video Voice Data Communications 7391 Lincoln Way Garden Grove, CA 92841 NAIC CODE iEE P 1 EFFECTIVE DATE: THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liability Insurance Page 1 of 1 Cancellation: *Except for 10 days notice of cancellation for non payment of premium. *Should this policy be cancelled before the expiration date, HUB International Insurance Services, Inc. will mail 30 (thirty) days written notice to those Certificate Holders which require such action per contract or agreement.* ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD POLICY NUMBER: CLP 3751162 X CONTRACTORS AUTOMATIC ADDITIONAL INSURED COVERAGE— CONFLETW OPERATIONS SECTION II — V*1O IS AN INSURED is amended to include as an additional insured any person or organization who is required by written contract to be an additional insured on your policy for completed operations, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work' at the project designated in the contract, performed for that additional insured and included in the "products -completed operations hazard". This insurance is excess of all other insurance available to the additional insured, whether primary, excess, contingent or on any other basis, unless the written contract requires this insurance to be primary. In that event, this insurance will be primary relative to insurance policy(s) which designate the additional insured as a Named Insured in the Declarations and we will not require contribution from such insurance if the written contract also requires that this insurance be non-oontributory. But with respect to all other insurance under which the additional insured qualifies as an insured or additional insured, this insurance will be excess. Y. ADDITIONAL INSURED— SNONEERS, ARCHTECTS OR SURVEYORS SECTION II — WHO IS AN INSURED is amended to include as an additional insured any architect, engineer or surveyor who is required by written contract to be an additional insured on your policy, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury' caused, in whole or in part, by. Your acts or omissions; or 2 The acts or omissions of those acting on your behalf; in the performance of your ongoing operations performed by you or on your behalf. This includes such architect, engineer or surveyor, who may not be engaged by you, but is contractually required to be added as an additional insured to your policy. VVith respect to the insurance afforded to these additional insureds, the following additional exclusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury' arising out of the rendering of or the failure to render any professional services, including: 1. The preparing, approving, or failing to prepare or approve maps, drawings, opinions, reports, surveys, change orders, designs or specifications; or 2 Supervisory, inspection or engineering services. This insurance is excess of all other insurance available to the additional insured, whether primary, excess, contingent or on any other basis, unless the written contract requires this insurance to be primary. In that event, this insurance will be primary relative to insurance policy(s) which designate the additional insured as a Named Insured in the Declarations and we will not require contribution from such insurance if the written contract also requires that this insurance be non-contributory. But with respect to all other insurance under which the additional insured qualifies as an insured or additional insured, this insurance will be excess. GL-3084 (10/19) -15- BITCO GENERAL INSURANCE CORPORATION BITCO NATIONAL INSURANCE COMPANY WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us. This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule WHEN REQUIRED BY WRITTEN CONTRACT. The premium charge for this endorsement is $ Named Insured VIDEO VOICE DATA COMMUNICATIONS Policy Number Endorsement No. 000 WC 3751164 Policy Period to Endorsement Effective Date: 11 / 3 0 / 2 4 11 / 3 0 / 2 5 11 / 3 0 / 2 4 Producer's Name: HUB INTERNATIONAL INSURANCE SERVICES INC Producer Number: 0006686 AUTHORIZED REPRESENTATIVE DATE WC 99 03 15 (09/21) POLICY NUMBER: CLP 3751162 is deleted and replaced with the following: With respect to the conduct of any past or present joint venture or partnership not shown as a Named Insured in the Declarations and of which you are or were a partner or member, you are an insured, but only with respect to liability arising out of "your work" on behalf of any partnership or joint venture not shown as a Named Insured in the Declarations, provided no other similar liability insurance is available to you for "your work" in connection with your interest in such partnership or joint venture. B. CONTRACTORS AUTOMATIC ADDITIONAL INSURED COVERAGE— ONGOING OPERATIONS SECTION II — WHO IS AN INSURED is amended to include as an additional insured any person or organization who is required by written contract to be an additional insured on your policy, but only with respect to liability for "bodily injury', "property damage" or "personal and advertising injury" caused, in whole or in part, by: Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the project(s) designated in the written contract. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: Al work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work' out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. This insurance is excess of all other insurance available to the additional insured, whether primary, excess, contingent or on any other basis, unless the written contract requires this insurance to be primary. In that event, this insurance will be primary relative to insurance policy(s) which designate the additional insured as a Named Insured in the Declarations and we will not require contribution from such insurance if the written contract also requires that this insurance be non-contributory. But with respect to all other insurance under which the additional insured qualifies as an insured or additional insured, this insurance will be excess. C. AUTOMATIC WAIVER OF SUBROGATION Item 8. of SECTION IV - COMVERCIAL GENERAL LIABILITY CONDITIONS, is deleted and replaced with the following: 8. Transfer of Rights of Recovery Against Others to Us and Automatic Waiver of Subrogation. a If the insured has rights to recover all or part of any payment we have made under this Coverage Form, those rights are transferred to us. The insured must do nothing after loss to impair those rights. Al our request, the insured will bring "suit" or transfer those rights to us and help us enforce them. b. If required by a written contract executed prior to loss, we waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of "your work" for that person or organization. GL-3084 (10/19) -2-