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ENC2024-0123ta Qw�tra — t AI 11 OR\: l — 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: 12/9/2024 LOCATION AND CONSTRUCTION: Westward Ho Dr East of Jefferson St PURPOSE OF CONSTRUCTION: Installation via trenchless HDD of a replacement sewer siphon to replace the previously damaged sewer line crossing the Coachella Valley Stormwater Channel DESCRIPTION OF CONSTRUCTION: Valley Sanitary District (VSD) Sewer Siphon Replacement APROXIMATE TIME WHEN WORK WILL BEGIN: 1/6/2025 DATE OF COMPLETION: 7/14/2025 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. JW Fowler Matthew Mills Name of Applicant James W Fowler Company Matthew Mills Name of Contractor 777391 Contractor's License No. Zurich American Insurance Company Applicant's Insurance Company FEES Technology Enhancement Fee Digital Archiving and Records Management Fee Traffic Control 12775 Westview Drive Dallas, OR 97338 Business Address Business Address $224.25 $24.00 $4,485.00 Total: $4,733.25 (503) 623-5373 Telephone No. (619) 359-9568 Telephone No. LIC-0772754-2024 City Business License No. G L0765329401 Policy Number PERMIT NO: ENC2024-0123 DATE ISSUED: 1/30/2025 EXPIRATION DATE: 1/30/2026 BY: Amy Yu If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 1 /30/2025 9:30:42 AM TRAFFIC CONTROL NOTES TABLE RECOMMENDED SIGN SPACING FOR ADVANCE WARNING SIGN SERIES 1. THESE STANDARDS NOTES AND PLANS SHALL NOT RELEASE THE CONTRACTOR OF THE RESPONSIBILITY OF THE JOBSITE CONDITIONS DURING THE AND MINIMUM TAPER LENGTH COURSE OF CONSTRUCTION OR MAINTENANCE WORK, INCLUDING SAFETY OF ALL PERSONS, VEHICLE AND PROPERTY. APPROACH MINIMUM DISTANCE IN FEET MINIMUM SPEED BETWEEN SIGNS AND FROM TAPER LENGTHS (L) (FEET) 2. ALL WORK, MATERIALS, PRACTICES AND PRINCIPLES SHALL COMPLY WITH THE CALTRANS STANDARD PLANS AND SPECIFICATIONS LATEST EDITION, 2014 MPH LAST SIGN TO TAPER FOR 12-FOOT LANE REVISION 3 CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) EDITION. L 1/2L 1/3L 3. NO DEVIATION OR EXCEPTIONS FROM THESE STANDARD NOTES OR PLANS SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE CITY AND/OR / 25 30 0 250 25 180 63 42 60 COUNTY ENGINEER. 35 250 123 82 45 245 2 40 250 320 160 107 4. CONES AND DELINEATORS SHALL GENERALLY BE PLACED 2'OFF EXISTING LANE LINES, EXCEPT AS NECESSARY FOR LANE CLOSURE TAPERS. 45 350 540 270 180 50 350 600 300 200 5. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE CALIFORNIA STANDARD PLANS AND SPECIFICATIONS AND THE CALIFORNIA MANUAL ON UNIFORM 55 350 660 330 220 TRAFFIC CONTROL DEVICES LATEST EDITION. 60 350 720 360 240 65 350 780 390 260 6. ALL CONFLICTING STRIPING, MARKINGS AND LEGENDS SHALL BE COMPLETELY REMOVED BY AN APPROVED METHOD PRIOR TO ANY CHANGE IN THE 70 350 840 420 280 TRAFFIC PATTERN. L FOR MERGE TAPER 7. ALL EXISTING SIGNING SHALL BE PROTECTED IN PLACE AND FREE FROM OBSTRUCTED VIEW FOR TRAFFIC. IN THE EVENT THAT EXISTING SIGNING IS 1/2L FOR SHIFT TAPER 1/3L FOR SHOULDER TAPER CONTRADICTORY TO TEMPORARY SIGNING FOR CONSTRUCTION THE CONTRACTOR SHALL EITHER COMPLETELY COVER THE EXISTING SIGNING OR REMOVE 8. 9. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. THE SIGNING AND SUPPORTING POST ENTIRELY AND REPLACE THE COMPLETE INSTALLATION WITH NEW SIGNING AND SUPPORTS AT THE END CONCLUSION OF THE CONSTRUCTION ACTIVITIES. TYPICAL CONSTRUCTION SIGNS: THE CONTRACTOR SHILL PROVIDE ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES EXCEPT AS NECESSARY FOR CONSTRUCTION ACTIVITIES IN THE IMMEDIATE VICINITY OF THE WORK AREA. Rogo OUR RogD DET CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO THE PUBLIC AND woRK AHEAD cLoseD ABUTTING PROPERTY OWNERS. AHEAD AHEAD THE CONTRACTOR SHALL HAVE ALL THE SIGNS, DELINEATORS, BARRICADES, ETC. PROPERLY INSTALLED PRIOR TO CONSTRUCTION. W20-1 w20-2 W20-3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, AT ALL TIMES, ALL SIGNS, DELINEATORS, BARRICADES, ETC. A MINIMUM LANE WIDTH OF 10' SHALL BE MAINTAINED AT ALL RGHT LONE LAB FLASHING ARROW SIGNS (FAS) SHALL BE USED FOR ALL LANE MERGERS. cl osFD CLC AHEAD � FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL BARRICADES THAT PROTECT THAT PROTECT WORKING AREA AFTER NORMAL WORKING 1V40_SRT wa-zR c3o(cA) HOURS SET FORTH HEREIN. ALL SIGNS SHALL BE REFLECTORIZED AND OF STANDARD SIZE. TABLE 2 RECOMMENDED TAPER LENGTH AND MAXIMUM CHANNELIZING/CONE SPACING APPROACH BUFFER MAX CONE SPACING NOTES SPEED (S) LENGTH (�pd FEET TAPER TANGENT CONFLICT * TAPER FORMULA 25 155 25 50 12 L=S x W FOR SPEEDS GREATER 30 200 30 60 15 THAN 40 MPH 35 250 35 70 17 40 305 40 80 20 L= W x S' FOR SPEEDS OF 45 360 45 90 22 60 40 MPH OR LESS 50 425 50 100 25 55 495 50 100 25 WHERE: 60 570 50 100 25 L = MINIMUM LENGTH OF TAPER (FEET) 65 645 50 100 25 S = APPROACH SPEED (MPH) _ 70 730 50 100 25 POSTED SPEED LIMIT OR (*) FACING OPPOSING TRAFFIC, ADJACENT TO WORK OFF-PEAK 85TH % SPEED AREA OR CONFLICT WITH EXISTING STRIPING PRIOR TO WORK STARTING OR ANTICIPATED OPERATING SPEED W = WIDTH OF OFFSET (FEET) INFO SIGN DETouR STREET CLOSED M4-10L TO MHRU TRAFFIC DETOUR ROADTOLOSED ROAD END y ENO ROAD WORK NARROW O END DADTET THRU TRAFFIC CLOSED I ® ® LANE DETOUR sCONT-TOR M4-1 OR ADVANCE NOTIFICATION DETOUR RI 1-4 R11-2 020-2 R3-1 R3-2 R4-7A C12(CA) M4-8A SIGNS POSTED FIVE DAYS PRIOR TO START OF WORK SC3CA RIGHTIANE /'E'#MUST LANE LEFT LANE BE <><><BIKE LANE SHARE THE <> MUST PREPARED CLOSED �� RDA➢ TURN RIGHT gHEAD TURN LEFT -/n' TO STOP AHEAD �� R3-7 W20-5LT W4-21. R3-7L C9A(CA) W3-4 W20-5(BK) C30(BK) W71-1 W16-1P ALL DELINEATORS SHALL BE 36" MINIMUM PORTABLE, REFLECTORIZED RUBBER GUIDE POST TUBES, ORANGE IN COLOR, WITH WEIGHTED BASES OR SANDBAG RINGS AND SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED OR CLEANED AS NECESSARY TO mc WRONG oo xor SIDEWALKCLOSED SIDEWALK SIDEWALK CLOSED PRESERVE THEIR APPEARANCE AND CONTINUITY. WAY C OROS CLOSED FS °BOSS HERE ONLY ONLY ALL CONES SHALL BE 28" MINIMUM, ORANGE IN COLOR, AND SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, AND SHALL BE REPAIRED, > <t> REPLACED OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. ALL CONES SHALL BE FITTED WITH 13" MINIMUM W4-1 LT W4-1 RT W6-3 WI-4(LT) Rl—I R5-1A R5-1 R3-4 R3-5 R3-5R R9-11A R9-9 R9-3 R9-11AR REFLECTIVE SLEEVES FOR NIGHTTIME TRAFFIC CONTROL MINIMUM SPACING BETWEEN DELINEATORS SHALL BE 25'. BARRICADES SHALL BE USED, IN LIEU OF OR IN ADDITION TO RUBBER GUIDE POST AS REQUIRED IN THESE STANDARD PLANS AND AT THE DIRECTION OF THE CITY, WHEN THEY ARE INTENDED TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT. 2 2 IGHT LAN LEFT LANE SHOULDER WHERE LIGHTS ARE USED TO DELINEATE THE TRAVEL WAY THROUGH AND AROUND THE WORK AREA, THEY SHALL BE TYPE "C"-STEADY BURN LAMPS. cLoseD CLOSED AORK HEAD HEAD WHEN A STREET CLOSURE IS APPROVED, THE CONTRACTOR SHALL NOTIFY POLICE DEPARTMENT, THE LOCAL TRANSIT DISTRICT, AFFECTED RESIDENTS AND AFFECTED BUSINESSES AT LEAST ONE WEEK IN ADVANCE OF THE CLOSURE. C20(CA) C20A(CA) W21-5 ALL RESIDENTIAL STREET ACCESS RESTRICTED BY CONSTRUCTION OR MAINTENANCE ACTIVITIES SHALL BE RESTORED AT THE END OF EACH WORKING DAY UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. ROAD WORK TEMPORARY "NO PARKING" ZONES SHALL BE POSTED ON 100' CENTERS AS NECESSARY DURING CONSTRUCTION OPERATIONS, WHEN A TEMPORARY "NO END sPLLDLIMIr (� PARKING"ZONE ON A STREET IS APPROVED BY THE ENGINEER, THE CONTRACTOR SHALL NOTIFY THE POLICE DEPARTMENT AND POST "TOW AWAY, 25 DETOUR TEMPORARY NO PARKING" AT LEAST THREE (3) WORKING DAYS IN ADVANCE. THE DURATION OF THE TEMPORARY PARKING RESTRICTION SHALL BE 2 5 SPEED LIMIT INDICATED ON THE SIGN. C17(CA) C17(CA)B M4-9A CONTRACTOR SHALL REPLACE ALL TRAFFIC DETECTION DEVICE, SIGNING, STRIPING, MARKINGS AND LEGENDS DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE CITY AND/OR COUNTY ENGINEER. THESE PLANS INDICATED TRAFFIC CONTROL IN THE WORK AREA DURING CONSTRUCTION ACTIVITIES, ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, AND/OR BARRICADES MAY BE NECESSARY OR 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. [ROADWAYS LL PLANS MUST BE CHECKED AND APPROM SHOWN ON THIS PLAN PRIOR TO CONTRACTOR MUST CONTACT CITY FOR ANY SIGNAL TIMING MODIFICATIONS, 72 HRS PRIOR TO WORK. CITY STAFF IS THE ONLY AUTHORITY THAT CAN ANUAL ON UNIFORM TRAFFIC CONTROL DEV MODIFY SIGNAL OPERATIONS DURING CONSTRUCTION PERIOD. DDITIONAL AGENCY REQUIREMENTS FOR WOF PROJECT NAME: WESTWARD HO DRIVE JEFFERSON STREET VSD SEWER SIPHON REPLA. RIGHT y SHOULDER SHOULDER �a IF< � \ TRENCH CLOSE CLOSE DETOUR HEAD W21-5BR C30A(CA) R3-6(MOD) M4-1 O(U) R3-6 R3-6(R) W12-1 C27(CA) END 55 MPH WORK HERE HERE G�c SPEED ZONE ZONE T� 55 AHEAD LP 1 T RI-5R R1-51. W3-5 W3-SA R2-12 NOTES: 1. CONTRACTOR TO NOTIFY ALL AFFECTED RESIDENTS AND OR BUSINESSES PRIOR TO START OF WORK. 2. CONTRACTOR TO PROVIDE ACCESS TO RESIDENTS AND OR BUSINESSES AT ALL TIMES. 3. TEMPORARY NO PARK ALL WORKING AREAS, TAPERS AND BUFFERS. 72 HOURS IN ADVANCE. 4. CONTRACTOR SHALL PLACE C27(CA) SIGNS ON TYPE III BARRICADES. n ..J J_ _ PORTABLE FLASHING <" a BEACON (TYP.) } Co GLUE DOWN DELINEATORS 25' O.C. (TYP.) W204 �1R 11ur IG20-2 2 R4-7A --e-- ) R11-7A I FIC27(CA) �100' 100'100'�125' SHIFT PROJECT NAME: WESTWARD HO DRIVE JEFFERSON STREET VSD SEWER SIPHON REPLA. 55' B LEGEND: com • SIGN: H WORK AREA:® TRAFFIC DIRECTION: 0 FLASHING ARROW SIGN: ® SIGNAL: QS FLAGGER: r BARRICADE: H TEMPORARY NO PARKING: —TNP- 01-17-251 SEE PLANS SEE PLANS SEE PLANS SEE PLAN ABSORBER 350 CRASH CUSHION WITH OBJECT MARKER SIGN TYPE "P" AT EACH EXPOSED END �— 12' MIN.8 8 R4-7A 12' MIN.—> /IiC27(CA) BARRICADES, TYPE III (TYP.) J K—RAIL WHIT WHITE REFLECTOR 10' O.C. PLANS MUST BE CHECKED AND APPROVED BY THE GOVERNMENTAL AGENCY, OR AGENCIES, HAVING JURISDICTION OVER THE )WAYS SHOWN ON THIS PLAN PRIOR TO THE PLAN BEING PUT INTO EFFECT. ALL PLANS ARE INTENDED TO CONFORM TO THI JAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). THE CONTRACTOR IS RESPONSIBLE FOR THE ASCERTAINING TIONAL AGENCY REQUIREMENTS FOR WORK HOURS ALLOWED, NOISE ABATEMENT, AND OTHER RULES AND REGULATIONS. TEMPORARY TRAFFIC CONTROLS MUST BE INSTALLED PER THE AGENCY APPROVED PLAN TO BE EFFECTIVE. FIELD CHANGES :R THEN MINOR ADJUSTMENT, MUST BE AUTHORIZED IN WRITING BY A REPRESENTATIVE OF THE GOVERNMENTAL AGENCY, OR JCIES, HAVING JURISDICTION OVER THE ROADWAY. !IMPLEMENTATION AND DEVICE PLACEMENT SHOULD BE PERFORMED BY EXPERIENCED / TRAINED PERSONNEL. IORARY TRAFFIC CONTROLS MUST BE MONITORED AND MAINTAINED BY THE CONTRACTOR TO REMAIN EFFECTIVE. MONITORING MAINTENANCE FREQUENCY IS DICTATED BY FIELD CONDITIONS, BUT NOT LESS THAN DAILY. 30N SAFE*T*LITE HAS NO CONTROL OVER, OR RESPONSIBLY FOR, TRAFFIC CONTROL PLAN IMPLEMENTATION AND INSPECTIONS 'ORMED BY OTHERS. USERS AGREE TO INDEMNIFY HUDSON SAFE*T*LITE FOR CLAIMS MADE REGARDING FAILURE TO INSTALL, TAIN OR REMOVE CONTROLS PER APPROVED TRAFFIC CONTROL PLANS. NO SCALE TRAFFIC CONTROL PLAN .W. FOWLER CO CITY OF INDIO LA QUINTA IATTHEW MILLS HUDSON SAFE-T-LITE RENTALS 2775 WESTVIEW DRIVE 1215 N MARSHALL AVE )ALLAS, OR 97338 EL CAJON, CA 92020 DRAWN BY: 103.623.5373 Office: 619-441-3644 ROTI0TRO RAMTRF7. 11-27-24I NO SCALEI 2 OF TRAFFIC CONTROL NOTES TABLE RECOMMENDED SIGN SPACING FOR ADVANCE WARNING SIGN SERIES 1. THESE STANDARDS NOTES AND PLANS SHALL NOT RELEASE THE CONTRACTOR OF THE RESPONSIBILITY OF THE JOBSITE CONDITIONS DURING THE AND MINIMUM TAPER LENGTH COURSE OF CONSTRUCTION OR MAINTENANCE WORK, INCLUDING SAFETY OF ALL PERSONS, VEHICLE AND PROPERTY. APPROACH MINIMUM DISTANCE IN FEET MINIMUM SPEED BETWEEN SIGNS AND FROM TAPER LENGTHS (L) (FEET) 2. ALL WORK, MATERIALS, PRACTICES AND PRINCIPLES SHALL COMPLY WITH THE CALTRANS STANDARD PLANS AND SPECIFICATIONS LATEST EDITION, 2014 MPH LAST SIGN TO TAPER FOR 12-FOOT LANE REVISION 3 CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) EDITION. L 1/2L 1/3L 3. NO DEVIATION OR EXCEPTIONS FROM THESE STANDARD NOTES OR PLANS SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE CITY AND/OR / 25 30 0 250 25 180 63 42 60 COUNTY ENGINEER. 35 250 123 82 45 245 2 40 250 320 160 107 4. CONES AND DELINEATORS SHALL GENERALLY BE PLACED 2'OFF EXISTING LANE LINES, EXCEPT AS NECESSARY FOR LANE CLOSURE TAPERS. 45 350 540 270 180 50 350 600 300 200 5. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE CALIFORNIA STANDARD PLANS AND SPECIFICATIONS AND THE CALIFORNIA MANUAL ON UNIFORM 55 350 660 330 220 TRAFFIC CONTROL DEVICES LATEST EDITION. 60 350 720 360 240 65 350 780 390 260 6. ALL CONFLICTING STRIPING, MARKINGS AND LEGENDS SHALL BE COMPLETELY REMOVED BY AN APPROVED METHOD PRIOR TO ANY CHANGE IN THE 70 350 840 420 280 TRAFFIC PATTERN. L FOR MERGE TAPER 7. ALL EXISTING SIGNING SHALL BE PROTECTED IN PLACE AND FREE FROM OBSTRUCTED VIEW FOR TRAFFIC. IN THE EVENT THAT EXISTING SIGNING IS 1/2L FOR SHIFT TAPER 1/3L FOR SHOULDER TAPER CONTRADICTORY TO TEMPORARY SIGNING FOR CONSTRUCTION THE CONTRACTOR SHALL EITHER COMPLETELY COVER THE EXISTING SIGNING OR REMOVE 8. 9. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. THE SIGNING AND SUPPORTING POST ENTIRELY AND REPLACE THE COMPLETE INSTALLATION WITH NEW SIGNING AND SUPPORTS AT THE END CONCLUSION OF THE CONSTRUCTION ACTIVITIES. TYPICAL CONSTRUCTION SIGNS: THE CONTRACTOR SHILL PROVIDE ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES EXCEPT AS NECESSARY FOR CONSTRUCTION ACTIVITIES IN THE IMMEDIATE VICINITY OF THE WORK AREA. Rogo OUR RogD DET CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO THE PUBLIC AND woRK AHEAD cLoseD ABUTTING PROPERTY OWNERS. AHEAD AHEAD THE CONTRACTOR SHALL HAVE ALL THE SIGNS, DELINEATORS, BARRICADES, ETC. PROPERLY INSTALLED PRIOR TO CONSTRUCTION. W20-1 w20-2 W20-3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, AT ALL TIMES, ALL SIGNS, DELINEATORS, BARRICADES, ETC. A MINIMUM LANE WIDTH OF 10' SHALL BE MAINTAINED AT ALL RGHT LONE LAB FLASHING ARROW SIGNS (FAS) SHALL BE USED FOR ALL LANE MERGERS. cl osFD CLC AHEAD � FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL BARRICADES THAT PROTECT THAT PROTECT WORKING AREA AFTER NORMAL WORKING 1V40_SRT wa-zR c3o(cA) HOURS SET FORTH HEREIN. ALL SIGNS SHALL BE REFLECTORIZED AND OF STANDARD SIZE. TABLE 2 RECOMMENDED TAPER LENGTH AND MAXIMUM CHANNELIZING/CONE SPACING APPROACH BUFFER MAX CONE SPACING NOTES SPEED (S) LENGTH (�pd FEET TAPER TANGENT CONFLICT * TAPER FORMULA 25 155 25 50 12 L=S x W FOR SPEEDS GREATER 30 200 30 60 15 THAN 40 MPH 35 250 35 70 17 40 305 40 80 20 L= W x S' FOR SPEEDS OF 45 360 45 90 22 60 40 MPH OR LESS 50 425 50 100 25 55 495 50 100 25 WHERE: 60 570 50 100 25 L = MINIMUM LENGTH OF TAPER (FEET) 65 645 50 100 25 S = APPROACH SPEED (MPH) _ 70 730 50 100 25 POSTED SPEED LIMIT OR (*) FACING OPPOSING TRAFFIC, ADJACENT TO WORK OFF-PEAK 85TH % SPEED AREA OR CONFLICT WITH EXISTING STRIPING PRIOR TO WORK STARTING OR ANTICIPATED OPERATING SPEED W = WIDTH OF OFFSET (FEET) INFO SIGN DETouR STREET CLOSED M4-10L TO MHRU TRAFFIC DETOUR ROADTOLOSED ROAD END y ENO ROAD WORK NARROW O END DADTET THRU TRAFFIC CLOSED I ® ® LANE DETOUR sCONT-TOR M4-1 OR ADVANCE NOTIFICATION DETOUR RI 1-4 R11-2 020-2 R3-1 R3-2 R4-7A C12(CA) M4-8A SIGNS POSTED FIVE DAYS PRIOR TO START OF WORK SC3CA RIGHTIANE /'E'#MUST LANE LEFT LANE BE <><><BIKE LANE SHARE THE <> MUST PREPARED CLOSED �� RDA➢ TURN RIGHT gHEAD TURN LEFT -/n' TO STOP AHEAD �� R3-7 W20-5LT W4-21. R3-7L C9A(CA) W3-4 W20-5(BK) C30(BK) W71-1 W16-1P ALL DELINEATORS SHALL BE 36" MINIMUM PORTABLE, REFLECTORIZED RUBBER GUIDE POST TUBES, ORANGE IN COLOR, WITH WEIGHTED BASES OR SANDBAG RINGS AND SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED OR CLEANED AS NECESSARY TO mc WRONG oo xor SIDEWALKCLOSED SIDEWALK SIDEWALK CLOSED PRESERVE THEIR APPEARANCE AND CONTINUITY. WAY C OROS CLOSED FS °BOSS HERE ONLY ONLY ALL CONES SHALL BE 28" MINIMUM, ORANGE IN COLOR, AND SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, AND SHALL BE REPAIRED, > <t> REPLACED OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. ALL CONES SHALL BE FITTED WITH 13" MINIMUM W4-1 LT W4-1 RT W6-3 WI-4(LT) Rl—I R5-1A R5-1 R3-4 R3-5 R3-5R R9-11A R9-9 R9-3 R9-11AR REFLECTIVE SLEEVES FOR NIGHTTIME TRAFFIC CONTROL MINIMUM SPACING BETWEEN DELINEATORS SHALL BE 25'. BARRICADES SHALL BE USED, IN LIEU OF OR IN ADDITION TO RUBBER GUIDE POST AS REQUIRED IN THESE STANDARD PLANS AND AT THE DIRECTION OF THE CITY, WHEN THEY ARE INTENDED TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT. 2 2 IGHT LAN LEFT LANE SHOULDER WHERE LIGHTS ARE USED TO DELINEATE THE TRAVEL WAY THROUGH AND AROUND THE WORK AREA, THEY SHALL BE TYPE "C"-STEADY BURN LAMPS. cLoseD CLOSED AORK HEAD HEAD WHEN A STREET CLOSURE IS APPROVED, THE CONTRACTOR SHALL NOTIFY POLICE DEPARTMENT, THE LOCAL TRANSIT DISTRICT, AFFECTED RESIDENTS AND AFFECTED BUSINESSES AT LEAST ONE WEEK IN ADVANCE OF THE CLOSURE. C20(CA) C20A(CA) W21-5 ALL RESIDENTIAL STREET ACCESS RESTRICTED BY CONSTRUCTION OR MAINTENANCE ACTIVITIES SHALL BE RESTORED AT THE END OF EACH WORKING DAY UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. ROAD WORK TEMPORARY "NO PARKING" ZONES SHALL BE POSTED ON 100' CENTERS AS NECESSARY DURING CONSTRUCTION OPERATIONS, WHEN A TEMPORARY "NO END sPLLDLIMIr (� PARKING"ZONE ON A STREET IS APPROVED BY THE ENGINEER, THE CONTRACTOR SHALL NOTIFY THE POLICE DEPARTMENT AND POST "TOW AWAY, 25 DETOUR TEMPORARY NO PARKING" AT LEAST THREE (3) WORKING DAYS IN ADVANCE. THE DURATION OF THE TEMPORARY PARKING RESTRICTION SHALL BE 2 5 SPEED LIMIT INDICATED ON THE SIGN. C17(CA) C17(CA)B M4-9A CONTRACTOR SHALL REPLACE ALL TRAFFIC DETECTION DEVICE, SIGNING, STRIPING, MARKINGS AND LEGENDS DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE CITY AND/OR COUNTY ENGINEER. THESE PLANS INDICATED TRAFFIC CONTROL IN THE WORK AREA DURING CONSTRUCTION ACTIVITIES, ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, AND/OR BARRICADES MAY BE NECESSARY OR 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. [ROADWAYS LL PLANS MUST BE CHECKED AND APPROM SHOWN ON THIS PLAN PRIOR TO CONTRACTOR MUST CONTACT CITY FOR ANY SIGNAL TIMING MODIFICATIONS, 72 HRS PRIOR TO WORK. CITY STAFF IS THE ONLY AUTHORITY THAT CAN ANUAL ON UNIFORM TRAFFIC CONTROL DEV MODIFY SIGNAL OPERATIONS DURING CONSTRUCTION PERIOD. DDITIONAL AGENCY REQUIREMENTS FOR WOF PROJECT NAME: WESTWARD HO DRIVE JEFFERSON STREET VSD SEWER SIPHON REPLA. RIGHT y SHOULDER SHOULDER �a IF< � \ TRENCH CLOSE CLOSE DETOUR HEAD W21-5BR C30A(CA) R3-6(MOD) M4-1 O(U) R3-6 R3-6(R) W12-1 C27(CA) END 55 MPH WORK HERE HERE G�c SPEED ZONE ZONE T� 55 AHEAD LP 1 T RI-5R R1-51. W3-5 W3-SA R2-12 NOTES: 1. CONTRACTOR TO NOTIFY ALL AFFECTED RESIDENTS AND OR BUSINESSES PRIOR TO START OF WORK. 2. CONTRACTOR TO PROVIDE ACCESS TO RESIDENTS AND OR BUSINESSES AT ALL TIMES. 3. TEMPORARY NO PARK ALL WORKING AREAS, TAPERS AND BUFFERS. 72 HOURS IN ADVANCE. 4. CONTRACTOR SHALL PLACE C27(CA) SIGNS ON TYPE III BARRICADES. IG20-2 PHASE 1 NO SCALE PORTABLE FLASHING BEACON (TYP.) GLUE DOWN DELINEATORS 25' O.C. (TYP.) �—� W204 ABSORBER 350 CRASH CUSHION WITH OBJECT MARKER SIGN TYPE "P" c2o-2 AT EACH EXPOSED END Olt )mr 4-7A R11-7A C27(CA)FI R11-7A �100' 100' 100' PROJECT NAME: WESTWARD HO DRIVE JEFFERSON STREET VSD SEWER SIPHON REPLA. 25' SHIFT LEGEND: com • SIGN: H WORK AREA:® TRAFFIC DIRECTION: 0 FLASHING ARROW SIGN: ® SIGNAL: QS FLAGGER: r BARRICADE: H TEMPORARY NO PARKING: —TNP- 12-05-241 SEE PLANS SEE PLANS SEE PLANS SEE PLAN 270' BUFFER ///////.--- J K—RAIL WHIT WHITE REFLECTOR 10' O.C. BARRICADES, TYPE III (TYP.) PLANS MUST BE CHECKED AND APPROVED BY THE GOVERNMENTAL AGENCY, OR AGENCIES, HAVING JURISDICTION OVER THE )WAYS SHOWN ON THIS PLAN PRIOR TO THE PLAN BEING PUT INTO EFFECT. ALL PLANS ARE INTENDED TO CONFORM TO THI JAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). THE CONTRACTOR IS RESPONSIBLE FOR THE ASCERTAINING TIONAL AGENCY REQUIREMENTS FOR WORK HOURS ALLOWED, NOISE ABATEMENT, AND OTHER RULES AND REGULATIONS. TEMPORARY TRAFFIC CONTROLS MUST BE INSTALLED PER THE AGENCY APPROVED PLAN TO BE EFFECTIVE. FIELD CHANGES :R THEN MINOR ADJUSTMENT, MUST BE AUTHORIZED IN WRITING BY A REPRESENTATIVE OF THE GOVERNMENTAL AGENCY, OR JCIES, HAVING JURISDICTION OVER THE ROADWAY. !IMPLEMENTATION AND DEVICE PLACEMENT SHOULD BE PERFORMED BY EXPERIENCED / TRAINED PERSONNEL. IORARY TRAFFIC CONTROLS MUST BE MONITORED AND MAINTAINED BY THE CONTRACTOR TO REMAIN EFFECTIVE. MONITORING MAINTENANCE FREQUENCY IS DICTATED BY FIELD CONDITIONS, BUT NOT LESS THAN DAILY. 30N SAFE*T*LITE HAS NO CONTROL OVER, OR RESPONSIBLY FOR, TRAFFIC CONTROL PLAN IMPLEMENTATION AND INSPECTIONS 'ORMED BY OTHERS. USERS AGREE TO INDEMNIFY HUDSON SAFE*T*LITE FOR CLAIMS MADE REGARDING FAILURE TO INSTALL, TAIN OR REMOVE CONTROLS PER APPROVED TRAFFIC CONTROL PLANS. TRAFFIC CONTROL PLAN .W. FOWLER CO CITY OF INDIO LA QUINTA IATTHEW MILLS HUDSON SAFE-T-LITE RENTALS 2775 WESTVIEW DRIVE 1215 N MARSHALL AVE )ALLAS, OR 97338 EL CAJON, CA 92020 DRAWN BY: 103.623.5373 Office: 619-441-3644 ROTIOTRO RAMTRF7. 11-27-24I NO SCALEI 3 OF NOTES: PHASE 1A 1. CONTRACTOR TO NOTIFY ALL AFFECTED RESIDENTS AND OR BUSINESSES PRIOR TO START OF WORK. 2. CONTRACTOR TO PROVIDE ACCESS TO RESIDENTS AND OR BUSINESSES AT ALL TIMES. I 1 UU4" 1 , W 3. TEMPORARY NO PARK ALL WORKING AREAS, M TAPERS AND BUFFERS. 72 HOURS IN ADVANCE. 4. CONTRACTOR SHALL PLACE C27(CA) SIGNS ON 4 TYPE III BARRICADES. �,,,_, ✓ARD HO DR 25 MPH — 55' B f H ii WESTWARD HO DR 25 MPH �-1100'-100' 25' BARREL SPACING PROJECT NAME: WESTWARD HO DRIVE JEFFERSON STREET VSD SEWER SIPHON REPLA. LEGEND: com • SIGN: H WORK AREA= TRAFFIC DIRECTION: y � FLASHNG ARROW SIGN: ® SIGNAL: QS FLAGGER: r BARRICADE: H TEMPORARY NO PARKING: -TNP- 12-05-241 SEE PLANS SEE PLANS SEE PLANS SEE PLAN m 155' BUFFER a F- J J i U) J A�� V Q� n mIS I ��Po NO SCALE PLANS MUST BE CHECKED AND APPROVED BY THE GOVERNMENTAL AGENCY, R AGENCIES, HAVING JURISDICTION OVER THE SHOWN ON THIS PLAN PRIOR TO THE PLAN IEDITION),IN TRAFFIC CONTROL PLAN TRAFFIC CONTROL DEVICES (LATEST THE CONTRACTORPISARESPONS RESPONSIBLE FOR THEASCERTAININGE JAL ON TIONAL AGENCY REQUIREMENTS FOR WORK HOURS ALLOWED, NOISE ABATEMENT, AND OTHER RUES AND REGULATIONS. TEMPORARY MIN R ADJUSTMENT, MUST BE AUITHORIZEDDINEWRITINGR THE ABYNA REPRESENTATIVE OF THE GOVERNMENTAL ALCY APPROVED PLAN TO BE EFFECTIVE. L AGENCY, :R THENOR CONTRACTOR: J.W. FOWLER CO PLAN APPROVED BY: CITY OF INDIO LA QUINTA ICIES, HAVING JURISDICTION OVER THE ROADWAY. MATTHEW MILLS HUDSON SAFE-T-LITE RENTALS I IMPLEMENTATION AND DEVICE PLACEMENT SHOULD BE PERFORMED BY EXPERIENCED / TRAINED PERSONNEL. 12775 WESTVIEW DRIVE 1215 N MARSHALL AVE IORARY TRAFFIC CONTROLS MUST BE MONITORED AND MAINTAINED BY THE CONTRACTOR TO REMAIN EFFECTIVE. MONITORING MAINTENANCE FREQUENCY IS DICTATED BY FIELD CONDITIONS, BUT NOT LESS THAN DAILY. 30N SAFE*T*LITE HAS NO CONTROL OVER, OR RESPONSIBLY FOR, TRAFFIC CONTROL PLAN IMPLEMENTATION AND INSPECTIONS 'ORMED BY OTHERS. USERS AGREE TO INDEMNIFY HUDSON SAFE*T*LITE FOR CLAIMS MADE REGARDING FAILURE TO INSTALL, TAIN OR REMOVE CONTROLS PER APPROVED TRAFFIC CONTROL PLANS. DALLAS, OR 97338 503.623.5373 EL CAJON, CA 92020 Office: 619-441-3644 DRAWN BY: RODOLFO RAMIREZ DATE DRAWN: 11 —2 fry —24SCALE: NO SCALEI DRAWING NUMBER: 2 OF 4 NOTES: 1. CONTRACTOR TO NOTIFY ALL AFFECTED RESIDENTS AND OR BUSINESSES PRIOR TO START OF WORK. 2. CONTRACTOR TO PROVIDE ACCESS TO RESIDENTS AND OR BUSINESSES AT ALL TIMES. 3. TEMPORARY NO PARK ALL WORKING AREAS, TAPERS AND BUFFERS. 72 HOURS IN ADVANCE. 4. CONTRACTOR SHALL PLACE C27(CA) SIGNS ON TYPE III BARRICADES. Y\—R/AIL VVMI I vvni I L RCE LLI.I UTC I U U.U. PROJECT NAME: WESTWARD HO DRIVE JEFFERSON STREET VSD SEWER SIPHON REPLA. PHASE 2 NO SCALE LEGEND: com • SIGN: H WORK AREA:® TRAFFIC DIRECTION: 0 FLASHING ARROW SIGN: ® SIGNAL: QS FLAGGER: r BARRICADE: H TEMPORARY NO PARKING: -TNP- 12-05-241 SEE PLANS SEE PLANS SEE PLANS SEE PLAN I_1x[oil]ME0_ � , PLANS MUST BE CHECKED AND APPROVED BY THE GOVERNMENTAL AGENCY, OR AGENCIES, HAVING JURISDICTION OVER THE )WAYS SHOWN ON THIS PLAN PRIOR TO THE PLAN BEING PUT INTO EFFECT. ALL PLANS ARE INTENDED TO CONFORM TO R JAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). THE CONTRACTOR IS RESPONSIBLE FOR THE ASCERTAINING TIONAL AGENCY REQUIREMENTS FOR WORK HOURS ALLOWED, NOISE ABATEMENT, AND OTHER RULES AND REGULATIONS. TEMPORARY TRAFFIC CONTROLS MUST BE INSTALLED PER THE AGENCY APPROVED PLAN TO BE EFFECTIVE. FIELD CHANGES :R THEN MINOR ADJUSTMENT, MUST BE AUTHORIZED IN WRITING BY A REPRESENTATIVE OF THE GOVERNMENTAL AGENCY, OR JCIES. HAVING JURISDICTION OVER THE ROADWAY. IMPLEMENTATION AND DEVICE PLACEMENT SHOULD BE PERFORMED BY EXPERIENCED / TRAINED PERSONNEL ORARY TRAFFIC CONTROLS MUST BE MONITORED AND MAINTAINED BY THE CONTRACTOR TO REMAIN EFFECTIVE. MONITORING MAINTENANCE FREQUENCY IS DICTATED BY FIELD CONDITIONS, BUT NOT LESS THAN DAILY. ON SAFE*T*UTE HAS NO CONTROL OVER, OR RESPONSIBLY FOR, TRAFFIC CONTROL PLAN IMPLEMENTATION AND INSPECTIONS ORMED BY OTHERS. USERS AGREE TO INDEMNIFY HUDSON SAFE*T*UTE FOR CLAIMS MADE REGARDING FAILURE TO INSTALL, FAIN OR REMOVE CONTROLS PER APPROVED TRAFFIC CONTROL PLANS. TRAFFIC CONTROL PLAN .W. FOWLER CO CITY OF INDIO LA QUINTA IATTHEW MILLS HUDSON SAFE-T-LITE RENTALS 2775 WESTVIEW DRIVE 1215 N MARSHALL AVE )ALLAS, OR 97338 EL CAJON, CA 92020 DRAWN BY: 103.623.5373 Office: 619-441-3644 ROTI0TRO RAMTRF7. 11-27-24I NO SCALEI 4 OF VSD Sewer Siphon Replacement DRAFT VSD TC Phasing Plan 09-Dec-24 12:46 Activity ID Activity Name Original Duration Start Finish TRAFFIC CONTROL N D J F March 2025 April 2025 1 May 2025 1 June 2025 July 2025 A 0 1 1 2 0 0 1 2 2 0 1 1 2 0 0 1 1 2 0 1 0 1 2 3 0 1 2 2 1 0 1 1 2 01011121 21011121 2 0 1 1 2 CONS-1001 CONS-1000 CONS-1010 CONS-1040 CONS-1070 CONS-1080 CONS-1090 Relocate 10" IWA Water Per Detail 3 / SHTGC 02 Install Optional Entry Casing Install Entry and Exit Pits HDD Initial Pilot Bore Test Product Pipe (Air -Test) Contact Grout Backfill HDD Pits 4 27-Feb-25 04-Mar-25 27-Feb-25 El04-Mar-25, 27-Feb 25 06 Mar25, 07-Mar-25' ■ 10-Mar 25, 11-Mar-25 M 17-Mar-25, 10 Apr-2 1 11-Apt 25, 10 Apr-25 I 10-Apr 25, 14-Apr-25 ■ 18 Apr-25, 1 6 27-Feb-25 06-Mar-25 1 2 07-Mar-25 10-Mar-25 1 5 11-Mar-25 17-Mar-25 1 2 10-Apr-25 11-Apr-25 1 1 10-Apr-25 10-Apr-25 1 5 14-Apr 25 18-Apr 25 1 CONS-1110 Install SSMH 3 and SSMH 4 Shaft (22.5' x 22.5' x 19' Depth, 350 CY) 5 21-Apr-25 25-Apr-25 1 ----------- ----- --------------------------- -------------------------------------------------- --------- 21-Apr-25 ■ 25-Apr-25, 28Apr-25 11 29-Apr-25, �0-Apr-25 k 30 Apr-25, 01-May-25 01-May-25y 02-May-25 ;I 02-May-25, -------------------------------------------------------------- 05-May-25 j I 05-May-�5, 06-May-25 : 1 07-May-25, CONS-1120 Cut Out 30" HDPE, Establish Base for MH's. Install Cell -Crete Bulkhead, Route vent lines Surface 2 28-Apr-25 29-Apr-25 1 CONS-1130 Install SSMH-3 Base 1 30-Apr-25 30-Apr-25 1 CONS-1140 Pour SSMH-4 Base 1 01-May-25 01-May-25 1 CONS-1150 Establish SSMH-3, Stack out SSMH-3 and SSMH4 1 02-May-25 02-May-25 1 CONS-1160 Route Sewer Penetrations (5 EA), Route Sewer Line B outside of Shaft Limits 1 05-May-25 05-May-25 1 CONS-1170 Backfill Shaft with 1 Sack per Detail D /GC-02 2 06-May-25 07-May-25 1 HDD rV51,111917 CONS-1050 HDD Pullback 30" HDPE Casing 10 18-Mar-25 "31-Mar-25 1A ---- I 18-Mdr-25 � 31-Mar-25,i ----- --- ----------'- ; 01-Apr-25 09 Apr 25, 08-May-25I 1 09-May-25, 12-May-25 1 13-May 25, ----------------- ----- --- ----- 14-May 25 1 16-May-25, 19-May-25 I 19-May-25, 20-May-25 I 20rMay-25, 21-M,ay-25 1 2$-May-25, 21-Fib-25 M' 26-Feb-25, I I I I 11-Jun-25 ■ 16-Jun-25, 23-May-25 M 02,Jun-25, 2y May-25 1 28-May-25, j 16-Jun-25 IM 23-Jun-25, 26-Jun-25 ■; 30-Jun-25, 01-Jul-25 03-Jul-25, CONS-1060 HDD - Install (3) 8" Carrier Pipes w/ Casing Spacers and End Seals 7 12® 2 01-Apr-25 08-May-25 09-Apr-25 09-May-25 1A CONS-1180 Install Sewer Line B 0+05.56 to 0+17+83 (14' Depth) 2 CONS-1190 Excavate, Install SSMH-5at 0+19.83 (15' Depth) 2 12-May-25 13-May-25 2 CONS-1200 Install Sewer Line B 0+21+83 to 0+78.35 (14' Depth) 3 14-May-25 16-May-25 2 CONS-1210 Remove Residential Gates, Prepare for SSMH-6 connection 1 19-May-25 19-May-25 2 CONS-1211 Core -In to SSMH-6, Prep for Final Connection to Ex. Sewer Base Pave Sewer Line B, Restore Gate & Hardware 1 20-May-25 20-May-25 3 21-May-25 23-May-25 0 4 21-Feb-25 26-Feb-25 4 11-Jun-25 16-Jun-25 2 2 CONS-1230 n CONS-1030 Pothole IWD Plant, Westward Ho Dr Meadow Lake Dr CONS-1220 Connect to Ex. Sewer in SSMH-4 & SSMH-6, Install Flow -Through Plugs #WM CONS-1330 Install (2) EA Slide Gates in SSMHS Line SSMHS, SSMH-5, Rehab SSMHS - National Coating and Lining 6 23-May-25 02-Jun-25 2 27-May-25 28-May-25 WM CONS-1350 CONS-1380 Demob Site / Punchlist 5 16-Jun-25 23-Jun-25 WM CONS-1360 Final Pave - IWD Plant, Westward Ho Drive, Meadow Lake Dr. 3 26-Jun-25 30-Jun-25 WM CONS-1361 Raise to Grades 3 01-Jul-25 03-Jul-25 WM Remaining Level of Effort Actual Work Critical Remaining Work Actual Level of Effort Remaining Work Page 1 of 1 TASK filter: 2024-15 TC Phasing. © Oracle Corporation VVI VSD VALLEY SANITARY DISTRICT VSD SEWER SIPHON REPLACEMENT CROSSING THE COACHELLA VALLEY STORMWATER CHANNEL AT WESTWARD HO DESIGN f� 0 Bermuda Ave 42 Dunes Airport Ave 42 (UDD) W� 7 Fred Waring Or Fred Waring Or Fred Waring Or Fred Heritage Palms Golf Club n 7 ro ro 47 y M. a) 3 Miles Ave N z 7o vs a- Mlles Ave Miles Ave Miles Ave rNn :i � a 52 en La Big Rack Golf Course A" at Indian Springs nter WESTWAR0 HOOF? AV645 India High School n PROJECT LOCATION a 17� a11} HIGHWAY111 11 T {jT Q C percenter r CALL 811 AT LEAST TMID DAYS :j Ail BEFORE YOU DIG 7- - Know whars below. JU Call before you dig. D LN00MRIMM 9MM ALERT OF S01lNM fiJI EORS ■ C•I�r:Y�:�L�1C•�f �� 1INSPECTOR; I I DATE COMPLETED: AS BUILT C41015_ DATE: 13 D BY I DATE > CONSTRUCTION RECORD ENGINEER 6 BASIS OF BEARING BENCH MARK.,sEE SHEET G-0 VICINITY MAP NO SCALE REVISIONS SEE SHEET G-03 ATTILA SIMON PREPARED FOR vo 11G22D.10 APP'DI DATE AS —SHOWN BOARD OF DIRECTORS DIRECTORS: DEBRA A. CANERO, PRESIDENT MIKE L. DURAN, VICE PRESIDENT SCOTT SEAR, SECRETARY/TREASURER WILLAM TEAGUE, DIRECTOR EDGAR SANTANA DIRECTOR GENERAL MANAGER: JASON DAFFORN APPROVED: +�� 61Lq)2_9 RON BUCHWALD DATE ENGINEERING SERVICES MANAGER DESIGNER'S SEAL ENGINEER: QR��SSIpy�! CORNELIUS J. GANTNEY June 4, 2024 ��'Z� \1]S J. c� NAME R.C.E. No. 34674 `-HQ.3474 � e,c NAME OF FIRM: CAROLL❑ ENGINEERS, INC. CI FIRM ADDRESS: 707 WILSHIRE BLVD, SUITE 3920 LOS ANGELES, CA 90017 TELEPHONE # (213) 279-3311 FAX # (213) 572-0361 Goldfy, kOjrs �yOg �r ro m fndfan Springs N O i c� r. � r �i GoJIM Ai Indian Springs Og�V Carryon club M_ IWA PLANT NO d 6 :3 � sg¢ CITY LIMITS -CITY OF INDIO WeMmd Not% — —� WPct w He I:: w.cfwWd ►w b r rrrrrrrrrrrrrrrrrrrrrrrr,,,r r arrrrrrrr«rr.�ar CITY LIM1T-CITY OF LA QkJINTA rr� Red Apple Fundralsing DUAL 8" IidPE SEWER SIPi-iON AND 8" HDPE AIR JUMPER IN WdscriutCr 30" HOPE SLEEVE N m � m pin Gig IN Shields Park 5uncasila fad n ■■ rr _1oA TK Signs & Services m Q t sqn shop $A17r4A (lr a APPROVER'S SEAL APPROVED BY: E. F3 o NAME: RONALD E. SUCHWALD J TITLE: ENGINEERING SERVICES MANAGER cmi- 't 19r ....hr{1 RCE No. C 53121 DATE: 6/yl z'1 LOCATION MAP NO SCALE TELEPHONE FAX (ISO) 236-1504D0 (300) 75D - IF VSD 46-600 VAN BUREN, IND10, CA 92201 www.yalley-sanitary.org Ave 46 CITY OF INDIO VSD SEWER SIPHON REPLACEMENT CROSSING THE COACHELLA STORMWATER CHANNEL AT WESTWARD HO DESIGN COVER SHEET SFTE AaaRESS: a s S 5 Auburn C[ syumCre rn I.P. No. SHEET No. G=01 01 OF 12 SHEETS 1 INFORMATION ONLY 48231 2 a I t� Ck CD w a z w u_ 0 KEY MAP DRAWING INDEX NO. OF SHEETS SHEET NO. REV. SHEET TITLE 1 G-01 COVER SHEET 2 G-02 DRAINING INDEX AND KEY MAP 3 G-03 ABBREVIATIONS AND CIVIL NOTES 4 C-01 SEWER SIPHON PLAN AND PROFILE 1 STA 9+85.89 TO 12+50 5 C-02 SEWER SIPHON PLAN AND PROFILE 1 STA 16+00 TO 19+95.39 6 C-03 HORIZONTAL DIRECTIONAL DRILLING PROFILE STA 9+46.16 TO 20+76.81 7 C-04 HDD PULL -BACK LAYDOWN AREA 8 GC-01 MANHOLE DETAILS - 1 9 GC-02 MANHOLE DETAILS - 2 10 GC-03 MANHOLE DETAILS AND TRENCHLESS DETAILS - 3 11 GC-04 VALLEY SANITARY DISTRICT STANDARD DETAILS 12 GC-05 CITY OF INDIO STANDARD PLANS Uj' w �'< r' 1010 VIWAWELL W w J #ze 413 , 9 CAP e Or 4`0 OVA PLANT NO 4, O I C-0,f` �lWA � ur I I WELL 4C f 'L J _ + i �— u .l Ln 100, ELL CLAREN E D_ � 2MG _ �, # FLWr RESERVOIR �± I .�Jt - r UJV_ C-02 C-03 C701 i HO DRIVE WESTWARD HO ;RI__ AVENUE 46 - -----WESTWARD _ _ - - - _ cl.I I Uj < I EL � ' I I I � 4n 1 7�� x W r SANDS RIFT COURT LU LU tor-- '� _+� SUNOASTLE ROAD I CALL 811 AT LEAST TMID DAYS Know whars below. BEFORE YOU DIG A11FAM e call before you dig. UND1 1 11DlII+D SEA ALERT OF S01lnM fi&FORMA CONTRACTOR'. DRAWN BY ATTILA 51MaN DESIGNER'S SEAL R��SSIpy Q \�5 J. �fyc ti H07� � , 3�6 o:7sc i+�o,co * 0 w - ENGINEER: CORNELIUS J. GANTNEY June4, 2024 APPROVER'S SEAL ?1&0vmj �, F3fj 'i Ct C 12] 10.5 ft ,� CAL APPROVED BY: TELEPHONE (760i2WZM FAX (300)7W 2280 CITY OF INDIO VSD SEWER SIPHON REPLACEMENT CROSSING THE COACIHELLA STORMWATER CHANNEL AT WESTWARD IHO DESIGN DRAWING INDEX AND KEY MAP I.P. No. SHEET No. G=02 OF 12 SHEETS INSPECTOR; PREPARED FOR VSD NAME R.C.E. No. 34674 DATE COMPLETED. FROJECTN.. 110221).10 NAME OF FIRM: CAROLL❑ ENGINEERS INC. NAME: RONALD E. BUCHWALD TITLE, TITLE, ENGINEERING SERVICES MANAGER AS BUILT COMP- DATE: BY DATE FIRM ADDRESS: 707 WILSHIRE BLVD SUITE 3920 CONSTRUCTION RECORD JENGINEER R E V I S 10 N S APP'D BATE LOS ANGELES, CA 90017 OF GI L%W RCE No. C 53121 61qJ2 � �� 4�-6QQ VAN D BUREN, INai0, A 922�}1 WALE CITY FILE No. BA595 OF BEARING SfTE,AaafiESS: BEhiCHMARIC;sEE SFfEET G-0 SEE SHEET G-03 AS SHOWN - SNWW.Y�112]I-53filt��+.0�g TELEPHONE # (213) 279-3311 FAX # (213) 572-0361 INFORMATION ONLY 48232 NOTES ABBREVIATIONS GENERAL NOTES: 1. VSD APPROVAL OF THE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. IN ADDITION, APPROVAL OF THIS PLAN BY VSD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF AND/OR THE EXISTENCE / NON-EXISTENCE OF ANY UNDERGROUND FACILITY WITHIN THE LIMITS OF THIS PROJECT_ 2_ ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SHALL CONFORM TO THE CONTRACT DOCUMENTS UNLESS OTHERWISE NOTED. 3. ALL PLAN SHEET REVISIONS SHALL BE APPROVED BY VSD IN WRITING PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE PROJECT SPECIFICATIONS ON THE JOBSITE AT ALL TIMES. 5_ CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO THE START OF ALL EXCAVATION OPERATIONS. 6. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING A COMPLETE RECORD OF ALL CHANGES TO THE PLANS AND SHALL MAKE SUCH RECORD AVAILABLE TO VSD AS ANY TIME DURING THE COURSE OF CONSTRUCTION AND TO THE APPLICANT'S ENGINEER AT THE COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE RECORD DRAWINGS TO VSD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. THE RECORD DRAWINGS SHALL BE PROVIDED TO VSD IN A DIGITAL PDF AND BOND COPIES. T THE CONTRACTOR SHALL SUBMIT TO VSD A MATERIALS AND COMPACTION REPORT PREPARED BY A LICENSED SOILS ENGINEER WHICH CERTIFIES THAT THE TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH THE ONSITE SOILS CONDITIONS, VSD STANDARDS SPECIFICATIONS AND DAILY COMPACTION REPORTS, DOCUMENTING ADEQUATE AND PROPER COMPACTION. 8. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY VSD AND SHALL REPAIR AND/OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO VSD. DURING THIS WARRANTY PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DISCHARGES OR OVERFLOWS. 9. PRIOR TO THE START OF CONSTRUCTION: • THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS NOTED IN THE PLANS TO VSD FOR REVIEW AND ACCEPTANCE. WORK SHALL NOT COMMENCE UNTIL SUCH SUBMITTALS ARE ACCEPTED BY VSD. • NO WORK SHALL COMMENCE UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY(IES), COUNTY AND/OR OTHER PERMITTING AGENCIES. • THE CONTRACTOR SHALL PROVIDE THE DISTRICT WITH A COPY OF THEIR VALID OSHA TRENCHING PERMIT PR€OR TO BEGINNING ANY SEWER WORK. 10. GRAVITY SEWER PIPE MATERIAL SHALL BE HDPE DIPS DR-11 PE4710. OTHER PIPE MATERIALS MAY BE ALLOWED FOLLOWING APPROVAL BY VSD. 11. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE AND FEDERAL SAFETY REGULATIONS INCLUDING BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 13. POLYMER PRECAST CONCRETE MANHOLES PER SECTION 33 05 61.02 - POLYMER PRECAST CONCRETE MANHOLES. THE FLOW CHANNEL SHALL BE FACTORY CAST MONOLITHICALLY AND PLACED ON TOP OF PRECAST MANHOLE BASE AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 14. THE LOCATION OF ANY AND ALL UNDERGROUND UTILITIES MAY OR MAY NOT BE SHOWN ON THESE PLANS INCLUDING WATER SERVICES AND SEWER LATERALS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE JOBSITE AND UNDERGROUND UTILITIES. THE CONTRACTOR SHALL AT HIS OWN EXPENSE AND COST CONSTRUCT ALL IMPROVEMENTS IN SUCH A MANNER AS WILL PROTECT ALL UNDERGROUND UTILITIES. THE VALLEY SANITARY DISTRICT AND ENGINEER SHALL NOT BE RESPONSIBLE FOR DAMAGE TO UNDERGROUND UTILITIES. 15. THE CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. VSD AND THE LOCAL GOVERNING AGENCY SHALL BE SUPPLIED WITH COPIES OF ALL RECORD SURVEY DOCUMENTS. 16_ CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL BE DONE IN THE DIRECT SUPERVISION OF THE VSD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL THE INSTALLATION HAS BEEN APPROVED BY VSD, 17. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY VSD ON THE PLANS. 18. LOCATING TAPE SHALL BE BURIED OVER EACH LATERAL AND SANITARY SEWER MAIN. TAPE SHALL BE PLACED IN THE TRENCH A MINIMUM OF TWO FEET ABOVE THE TOP OF THE PIPE. r .0 19_ ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT THE PIPE, JOINTS, LINING AND COATING AT ALL TIMES_ THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED � AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF THE PIPE SHALL BE SEALED AT ALL .L1 TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS 20. ALL SEWER MAINLINE AND LATERAL PIPES SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY VSD PRIOR TO PAVING. # CALL 81 1 AT LEAST TMID DAYS B FOK YOU DIG Know whars below. Call before you dig. UNOOMRMW SERAM ALERT OF S01111M CM FORA CONTRACTOR'. INSPECTOR, TE COMPLETED: 21. FOR PLACEMENT OF ALL CONCRETE AND AGGREGATE MATERIALS, THE CONTRACTOR SHALL PROVIDE VSD WITH THE MIX DESIGN, PRIOR TO PLACEMENT OF THE MATERIALS AND DELIVERY TICKETS, AT THE TIME OF PLACEMENT. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO PIPE OR MANHOLES INCURRED WHILE EXCAVATING, BACKFILLING AND COMPACTING 23. DUST SHALL BE CONTROLLED BY WATERING OR APPROVED METHODS. 24. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 25. ALL SEWER MAINLINE AND LATERAL PIPES SHALL BE MAN DRELED AND AIR TESTED, PER THE "GREENBOOK" SPECIFICATIONS, AT THE APPLICANT/CONTRACTOR'S EXPENSE, PRIOR TO FINAL ACCEPTANCE BY VSD. VSD WILL REQUIRE TELEVISED INSPECTION AT THE CONTRACTOR'S EXPENSE UNLESS OTHERWISE DIRECTED. 26. ALL OPEN EXCAVATIONS SHALL BE PROTECTED EITHER BY PLATES OR FENCING DURING NON -WORKING HOURS. THE MAXIMUM LENGTH OF TRENCH THAT CAN REMAIN UNCOVERED FOR GREATER THAN 8 HOURS SHALL COMPLY WITH THE MORE RESTRICTIVE REQUIREMENTS OF THE ENCROACHMENT PERMITS FROM THE CITIES OF LA QUINTA AND INDIO. 27. ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW SUBGRADE. SEWER CONTRACTOR SHALL RAISE THE FRAMES AND COVERS TO FINISH GRADE UPON COMPLETION OF SURFACING AS PER VALLEY SANITARY DISTRICT STANDARD DRAWING, MANHOLE COVERS SHALL BE CLEANED OF ALL DEBRIS. COVERS SHALL HAVE A BITOMASTIC SEALER APPLIED TO THE SURFACE OF THE MANHOLE FRAME AND COVER. 28. THE CONTRACTOR SHALL SUBMIT A PLAN TO VSD FOR REVIEW AND APPROVAL BY THE OWNER AND VSD FOR ANY CONNECTION/DISCONNECTION TO ANY EXISTING FACILITIES TO THIS PROJECT. UPON APPROVAL OF THE PLAN, A 48 HOUR MINIMUM NOTIFICATION IS REQUIRED BEFORE ANY WORK ON THE CONNECTION/DISCONNECTION OF THE EXISTING FACILITY IS REQUIRED. 29. HIGH PRESSURE GAS LINES ARE KNOWN TO EXIST WITHIN THE PROJECT AREA. CONTRACTOR TO COORDINATE SAFETY PROCEDURES WITH THE GAS COMPANY AND FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION. GAS COMPANY MAY REQUIRE ON -SITE INSPECTOR. ALL COSTS OF COORDINATION AND INSPECTION FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 30. ALL CONCRETE SURFACES INSIDE THE SEWER MANHOLES SHALL BE COATED WITH AN APPROVED SEWAGE RESISTANT COATING PER THE PROJECT SPECIFICATIONS SECTION 09 96 01 - HIGH - PERFORMANCE COATINGS. 31. ALL WORK ON THE IWA (INDIO WATER AUTHORITY) WATER MAIN SHALL BE IN ACCORDANCE WITH IWA'S SPECIFICATIONS AND STANDARDS. 32. THE CONTRACTOR SHALL PROVIDE A WATER MAIN RELOCATION PLAN TO THE IWA FOR REVIEW AND APPROVAL PRIOR TO ANY WATER MAIN WORK. 33. CONTRACTOR SHALL NOTIFY IWA INSPECTOR AT (760) 972-7419 TWO WEEKS IN ADVANCE AND 24 HOURS BEFORE WORK STARTS ON SSMH2, SHEET C-01, SSMH3, SHEET C-03 AND ANY OTHER AREA THAT WILL EXPOSE IWA'S WATER MAINS_ 34. AN AGREEMENT FOR THE USE, ACCESS AND SECURITY OF IWA'S PLANT 4 SITE MUST BE APPROVED PRIOR TO STARTING CONSTRUCTION. 35. CONTRACTOR TO INSTALL A FULL PIECE OF DUCTILE IRON PIPELINE AT ALL CROSSINGS EXPOSING IWA ASBESTOS CEMENT WATER MAIN. PLEASE REFER TO IWA STANDARDS FOR SIZE AND LIST OF MATERIALS WATER INDIO WATER AUTHORITY SEWER VALLEY SANITARY DISTRICT IRRIGATION COACHELLA VALLEY WATER DISTRICT ELECTRIC IMPERIAL IRRIGATION DISTRICT GAS THE GAS COMPANY TELEPHONE FRONTIER COMMUNICATIONS CABLE TV TIME WARNER CABLE - SPECTRUM USA UNDERGROUND SERVICE ALERT PERMITTING CONTACTS CITY OF LA QUINTA (760) 777-7047 CITY OF INDIO (760) 391-4000 ` AS BUILT COMP _ DATE: BY DATE CONSTRUCTION RECORD ENGINEER R E V I S 10 N S APP'© DATE } BASIS �F BEARINGs BENCHMARK.'SEE SHEEP G-0 SEE SHEET G-03 ATTILA SIMON PREPARED FOR vo 11022D.10 AS SHOWN DESIGNER'S SEAL /Rol5Spy�� J. 00. A74 � ., cl `A (760) 391-4038 (760) 238-5400 (760) 398-2651 (760) 398-5830 (800) 227-2600 (800) 921-8104 (800) 892-4357 (800) 227-2600 OR 811 BENCHMARK: ELEVATIONS SHOWN HEREON ARE BASED UPON CITY OF INDIO BENCHMARK BM 3018, ELEVATION 36.82 FEET (NAVD 88). DESCRIPTION: BRASS DISK SET IN CONCRETE STAMPED "LS 3018", DOWN O.5'IN CAPPED MONUMENT WELL AT THE INTERSECTION OF SHIELDS ROAD, JASMINE LANE, AND MOONSHADOW DRIVE. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM CSS 83, ZONE 06 BASED UPON GPS OBSERVATIONS AS DERIVED FROM NGS OPUS SOLUTION RTH A REFERENCE FRAME OF NAD 83 (2011) (EPOCH 2O10.0000) IGS08 (EPOCH 2014.9253), AT THE BASE STATION 30. ALL BEARINGS SHOWN ON THIS MAP ARE GRID, ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 0.99997855. CALCULATIONS ARE MADE AT BASE STATION 30 WITH THE COORDINATES OF NORTH: 2,205,605,102 SFT (SURVEY FEET) EAST: 6,556,026.005 SFT USING AN ELEVATION OF 62.041 AFT (NAVD 88). THE RESULTING GRID COORDINATE AT BASE STATION 30 IS HELD FIXED AS THE GROUND COORDINATE AND THE ORIGIN OF THE SCALING GRID TO GROUND. THE GRID BEARING OF NORTH 04008'10" EAST IS HELD FIXED BETWEEN BASE STATION 50 AND BASE STATION 99. THE CONVERGENCE ANGLE AS CALCULATED AT BASE STATION 30 IS 00'00'37". THE ELEVATION DATUM FOR THIS SURVEY IS BASED ON NAVD 1988 PER NATIONAL GEODETIC SURVEY BENCH MARK: 3018 (PID AH9133) = 59.02 SFT NAVD 1988. THE ELEVATION WAS CONVERTED TO NGVD 1929 DATUM USING THE NGV VERTCOM CONVERSION PROGRAM. THE NETWORK WAS MEASURED BY GPS OBSERVATIONS AND DIFFERENTIAL LEVELS. CONTROL POINTS CpN NORTHING EASTING ELEVATION DESCRIPTION CP4 2203673.11' 6558581.91' 54.32' FD MAGNETIC NAIL CP13 2203652.44' 6557525.38' 46.97' SET 60❑ CP19 2203744.85' 6558627.89' 54.97' SET SCBD X CP20 2203931.02' 6557731 AT 41.17' SET M/SH CP2051 2203698.17' 6558244AT 37.39' SET 60D CP2052 2203707.71' 6558331.55' 36.61 SET MAGNETIC NAIL/S CP2053 2203714.12' 6558483.99' 34.73' SET MAGNETIC NAIL/S CP2054 2203940.89' 6558514A 9' 56.33' SET CONCRETE NAIL/S MONUMENT NOTES MON.# DESCRIPTION MI002 FD COPPERWELD FLUSH, IN LIEU OF 1/2" BRASS RAID CAP STAMPED "R.C.E. 13191", PER TRACT MAP NO. 20962, M.B. 301/24-28 POTHOLE TABLE DEPTH NO. N E DESCRIPTION (FT) 1 2 203 683 6 557 461 1.4 1-IN PVC CONDUIT 1 A 2 203 689 6 557 483 3.4 2 - 4-IN PVC CONDUITS 2 2 203 689 6 557 445 3.7 8-€N PVC WATER PIPELINE 3 2203688 6557401 0 5 1 6" AC PVMT TO TOP OF CEMENT SLURRY, 3.0' TO BOTTOM 6 557 404 3.7 2 - 4-IN PVC CONDUITS 6 558 280 3A 16-IN CML&C STEEL. WATER PIPELINE 3A 2 203 689 4 2 203 680 4A 2 203 680 6 558 280 5.3 2-IN PVC CONDUIT 5 2 203 668 6 558 410 5 2-IN PVC CONDUIT 8 2 203 679 6 557 355 10.2 4-IN PVC SEWER 8A 2 203 680 6 557 355 9.1 2-IN PVC CONDUIT 8B 2 203 680 6 557 355 3.3 10-IN DUCTILE IRON WATER 9 2 203 658 6 557 409 5 2-IN PVC CONDUIT NOTE: POTHOLE NUMBERS CORRELATE TO POTHOLING NUMBERS FROM POTHOLE LOG. LIST OF STANDARD DETAILS VALLEY SANITARY DISTRICT STANDARD PLANS USED PIPE BEDDING & TRENCH BACKFILL ■ REINFORCED PRECAST CONCRETE MANHOLE ■ STANDARD MANHOLE FRAME & COVER TYPE "A" ■ STANDARD MANHOLE FRAME & COVER TYPE "B" ■ MANHOLE COLLAR IN ARTERIAL AND NON -ARTERIAL STREETS ■ MANHOLE COLLAR OUT OF PAVEMENT • SEWER MANHOLE MARKER POST INDIO WATER AUTHORITY ■ THRUST AND ANCHOR BLOCK ■ THRUST AND ANCHOR BLOCK CITY OF INDIO STANDARD PLANS USED STREET STRUCTURAL SECTION DES IGN REQUIREMENTS • TRENCH REPAIR DETAIL ■ SPECIAL NOTES FOR TRENCH REPAIR ■ RECESSED TRENCH PLATE DETAIL • MONUMENT DETAILS AND STANDARDS COUNTY SANITATION DISTRICTS OF LOS ANGELES COUNTY ■ STANDARD TEMPORARY PIPE SUPPORT 4C CA= A11FAM e ENGINEER: CORNELIIUS J. GANTNEY Jung 4, 2024 NAME R.C.E. No. 34674 NAME OF FIRM: CAROLL❑ ENGINEERS, INC. FIRM ADDRESS: 707 WILSHIRE BLVD, SUITE 3920 LOS ANGELES, CA 90017 TELEPHONE # (213) 279-3311 FAX # (213) 572-0361 S-5 S-8 S-10 S-11 S-12 S-13 S-19 709 A 709 B NO: 171 NO: 172 NO: 172 NO: 174 NO: 512 S-a-222 APPROVER'S SEAL APPROVED BY: STANDARD ABBREVIATIONS: DESCRIPTION ABBREVIATION AC ASPHALT CONCRETE ACP ASBESTOS CEMENT PIPE APN ASSESSORS PARCEL NUMBER APPROX APPROXIMATE CB CATCH BASIN CL, C/L CENTERLINE COMM COMMUNICATION CONC CONCRETE CID CONTROL POINT CVW❑ COACHELLA VALLEY WATER DISTRICT C&G CURB AND GUTTER ❑IA DIAMETER DW, W DOMESTIC WATER E EAST, EASTING E/CL EAST OF CENTERLINE EL ELECTRICAL (UNDERGOUND), ELEVATION EP EDGE OF PAVEMENT ESMT EASEMENT EX, EXIST EXISTING EG EXISTING GRADE FD FOUND FG FINISHED GRADE FOC FIBER OPTIC CONDUIT FRON FRONTIER FS FINISHED SURFACE FF FINISHED FLOOR FL FLOW LINE FUT FUTURE GB GRADE BREAK HDD HORIZONTAL DIRECTIONAL DRILL HDPE HIGH DENSITY POLYETHLYNE PIPE HP HIGH POINT INV INVERT IWA INDIO WATER AUTHORITY KV KILOVOLT LP LOW POINT MH MANHOLE N NORTH, NORTHING N/CL NORTH OF CENTERLINE NW/CL NORTHWEST OF CENTERLINE PH POTHOLE PIG POINT OF INTERSECTION GUTTER PVC POLYVINYL CHLORIDE PCC PORTLAND CEMENT CONCRETE PP POWER POLE PL PROPERTY LINE PROP PROPOSED PROJ PROJECTED STATION FROM MH3 PUE PUBLIC UTILITY EASEMENT RCP REINFORCED CONCRETE PIPE R/W, ROW RIGHT OF WAY RW RECYCLED WATER S SOUTH S/CL SOUTH OF CENTERLINE SCG SOUTHERN CALIFORNIA GAS COMPANY SD STORM DRAIN S/CL SOUTH OF CENTERLINE SE/CL SOUTHEAST OF CENTERLINE SMH SEWER MANHOLE SSMH SANITARY SEWER MANHOLE SS, SWR SANITARY SEWER STA STATION VER TELEPHONE BOX TCO TOP OF CLEAN OUT TC TOP OF CURB TP TOP OF PAVEMENT LINK UNKNOWN VLT VAULT VCP VITRIFIED CLAY PIPE VSD VALLEY SANITARY DISTRICT W WEST W/CL WEST OF CENTERLINE WM WATER METER WV WATER VALVE NEW AC PAVEMENT GRIND AND OVERLAY EXISTING PAVEMENT NAME: RONALD E. BUCHWALD TITLE: ENGINEERING SERVICES MANAGER RCENo. C53121 DATEL ; CITY OF INDIO { 6o} zae-r o {aool NE FAX -2280 VSD SEWER SIPHON REPLACEMENT CROSSING THE COACHELLA STORMATER CHANNEL AT WESTWARD HO DESIGN 'V IF ABBREVIATIONS AND CIVIL NOTES D 46-600 VAN BUREN, IND10, CA 92201 SFTE ADDRESS: www.yalley-sanitary.org I.P. No. SHEET No. G=03 03 OF 12 SHEETS 1 INFORMATION ONLY 48233 MI 30 0 X1 -5 12+50 f . APPROXIMATE LJMITS OF BURIED CONCRETE SLOPE PROTECTION (PROT E CT -I N-PLACE ) CALL 811 r AT LEAST TMIO DAYS D AFORE YOU DIG - Know whars below. Call before you dig. D LN013MRIMM 9MM ALERT OF Sd 71M fiJILFOMA N INSPECTOR; I I DATE COMPLETED: AS BUILT DOIAR DATE: BY DATE CONSTRUCTION RECORD ENGINEER 4 BASIS OF BEARING BENCHMARK.'SE IR SHEET G-0 4 ," 14 12+00 SEE SHEET C-03 FOR 11 +00 10+00 SEWER PROFILE LINE A 40 GENERAL NOTES: O# CONSTRUCTION NOTES 1. ALL WORK IN WESTWARD HO DRIVE AND MEADOW LAKE 1. PROTECT EXISTING FEATURE. DRIVE SHALL CONFORM TO THE CITY OF INDIO'S AND CITY OF LA QUINTA'S ENCROACHMENT PERMITS. 2. SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT CONCRETE PAVEMENT PER CITY OF 2. DO NOT BLOCK ACCESS TO MEADOW LAKE DRIVE INDIO STANDARD PLAN NO. 172. WITHOUT PERMISSION FROM THE LOCAL HOMEOWNER'S ASSOCIATION AND COORDINATION WITH THE LOCAL 5. CONSTRUCT SEWER MANHOLE PER DETAIL 1 SECURITY GUARDS. SHEET GC-01. 3. THE CONTRACTOR SHALL PROVIDE TRAFFIC FLAGMEN AS 6. CONSTRUCT SEWER MANHOLE PER DETAIL 2 TO ALLOW LOCAL TRAFFIC TO CONTINUE TO SHEET GC-01. 30 ACCESS ACCESS MEADOW LAKE DRIVE. MAINTAIN ONE LANE MINIMUM FOR TRAFFIC TO ACCESS THE AUTOMATIC 9. CONSTRUCT HDD SLEEVE AND CARRIER PIPE PER CONTROL GATES. DETAIL 6 SHEET GC-03. 4. RESTORE THE EXISTING GATE LOOP DETECTOR SYSTEM 10. SAWCUT AND REMOVE THE INSTALLED 30" HDPE IF DAMAGED FOR AUTOMATIC USE DURING NON -WORK CASING SEGMENT PRIOR TO INSTALLATION ON HOURS. MANHOLES. 5. THE EXISTING GOLF CART PATH SHALL REMAIN OPEN AND 11. REMOVE 30" HDPE UPON COMPLETION OF HDD ACCESSIBLE AT ALL TIMES. INSTALLATION. 6. ALL WORK WITHIN THE CHANNEL SUCH AS HDD 12. BACKFILL LAUNCHING/RECEIVING PIT UPON MONITORING SHALL CONFORM TO THE CVWD COMPLETION OF CONSTRUCTION AND RESTORE 20 ENCROACHMENT PERMIT. TO ORIGINAL CONDITION PER CITY OF INDIO STANDARD PLAN 172. 7. ALL WORK NEAR THE EXISTING COMMUNICATION CONDUITS SHALL BE IN THE PRESENCE OF THE FRONTIER 19. PROVIDE SEWER MARKER PER VSD STANDARD COMMUNICATION REPRESENTATIVE. DETAIL S-19. 8. CONTRACTOR SHALL PROVIDE SEWER BY-PASSING AS 20. CONSTRUCT PIPE TRENCH AND BEDDING 0 10' 20' 40' NEEDED FOR CONNECTIONS TO EXISTING SEWERS. THE BACKFILL PER VSD STANDARD DETAIL S-5 HORIZONTAL SCALE: 1" = 20' CONTRACTOR SHALL SUBMIT A BY-PASS PLAN FOR 21. SAWCUT EXISTING ASPHALT PAVING AND REVIEW AND APPROVAL PRIOR TO ANY WORK ON THE CONSTRUCT ROADWAY BEDDING, BACKFILL AND EXISTING SEWERS. TRENCH COVER PLATES PER CITY OF INDIO 0 2.5' 5' 10, 9. ALL WORK ON THE HDPE PIPELINES SHALL ALLOW THE STANDARD PLANS 171, 172 AND 174. 10 VERTICAL SCALE: 1" =5' PIPE TO ACCLIMATE FOR 1 DAY (MINIMUM) TO NORMALIZE 22 CONSTRUCT 4-INCHES ASPHALTIC CONCRETE ANY AMBIENT TEMPERATURE EXPANSION OR PAVEMENT ON 6-INCHES OF CLASS 2 AGGREGATE CONTRACTION IN PLACE PRIOR TO BACKFILLING AND/OR BASE PER CITY OF INDIO STANDARD PLANS 171, SLURRY ENCASEMENT OR CONNECTING TO CONCRETE 172, AND 174. MANHOLES. CONTRACTOR SHALL CONSULT FOR THE MANUFACTURER'S RECOMMENDATIONS FOR ITS 23. GRIND PLANE AND OVERLAY 1.5-INCHES SELECTED PRODUCTS. ASPHALTIC CONCRETE PAVEMENT PER CITY OF INDIO STANDARD PLANS 172 AND 174. 10. SEE GENERAL NOTES 33 AND 34 ON SHEET G-03 FOR WORK IN PLANT NO. 4. 25. PROVIDE 6-8 FOOT TEMPORARY CHAIN LINK 11. COORDINATE WITH IWA FOR ACCESS TO PLANT NO. 4'S FENCE AND GATE WITH LOCK FOR IWA ACCESS. 0 SLIDING GATE FOR WORK HOURS AND SHARED ACCESS. PROVIDE LAYOUT PLAN WITH DETAILS FOR APPROVAL PRIOR TO ANY WORK ON THE IWA PLANT NO.4 SITE. 26. PROVIDE IWA STAFF ACCESS TO VALVE AT ALL TIMES. -5 9+00 JALL E Y I wE7 I t' P - - i- � " � . � ' � • �I'- .- EXISTING UNDERGROUND 12K11 N:2203748.56 PRIMARY � � T F POWER DUCTBANK E:6558552.07 IANNEL _}� N:2203748.56 �- -- N'2203742.97 I I' XISTING AC UNIT r` E:6558522,07� I E:6558559.58 C A yv 1 ' ARE • � I N:2203724.20 � � � SEE GENERAL �TE 11 } 1NELL 4C - - IWA PLANT NO 4, m ERR E:6558494.49 II 4 { THIS SHEET FOR = . CV1rVD R J 1N PUM ROOM ~�~ ST:4 10+Q0,00 I'+ ' ' SUFCE TANK y COORDINATION OF 1. .ti-T =• += PER EASEMENT IN DOCUMENT � �' DIA SSMH 2 �r � ti ?+ i� 17' r N:2203702.1fi " EXISTING SLIDING GATE - _ •` • f # 1833, IECCRDEE] S-2B-19fi4 CHLORINE RCIOPIA N:2203871.53 " J �` - - I �. PER IWA DWG NO.49441 , � �� E:6558451.38 170U13 15 SJI+IG 25 '+ AND DOCUMENT # 45925, OLO AVENUE 46 RIGHT OF WAY _ GATE - RECORDED 5-24-'1960 ry -4. I i f�CR . WAlER LINE, A R ' EFvBFV + `L - .,. , ; _ _ -i r _ ._ �f a �-■ t rifrFs -j -i r.- -r -r --r -i T'rtM'1A'+R. + ABANDONED EXISTING IWA 16 TEE IEiv _ EXISTINNG IWA 18" STEEL ff i 'TELEPHONE LINE 1 01WATER LINE 113' NICL 2 SHbRING f j 1V:22D3694.g9 �WATER LINE 16' NICL I,' _ .F f E:0558414,08 2�{ h- I, . If * Y Y =� - x x x 1 I I EXISTING 1 �. 05i x x ` x 26 i ■ ■ DRAIN INLET EXISTING SC 2" GAS . EISTIIVCa SDI 4" GABS - i 22 21 1 I I F � �I EV+:2 0369' .2 + - - - _ _ T - - •� = _ - - _ -� _ _ _ �. _ �_- _ - _ = T �' =• = _ _ EXISTING 11SD 12 w"- -• - - :. - rf. r' G:VtJ�JL� }''.�. _ II "^ r` i + F7�Cil*�, '74- T1Cr f}rf: HDD LAVE A �u �+ '+, o�.q a+. * 4'1' Ml[v, PVC SEW SILL ,_ ,' _ ..-..r.. ..- I 8. VCP VSD SEWER 19 ��+ ` � 30" HDPE. DIPS DR-11 PE4710 � l�F'-'^ �A +� �ArY 1 TYP �`-- � ', PER VSD PLAN -12 _ �- - -- 2-186 ' f ! l I 4 }IENUE ABA DONED PER VSD PH _ & 4A SEE HUD PROFILE SHEET C-03 I - ~-~� GAS 1 , - it ,•. •� �- t --�� PH 5 1 _ lid A l I I ' I I 1 +00 `.�.. .#O.k �.-.�� -_. - - - _ I RCP - I..% J I EXISTING VSD 10" # I �" " "'" P�1C SEWER 0.8' NfCL -wL._ - Jw. #' 20 SEWER LINE A - I '' � - „_ w I I ' PER VSD PLAN 2-385 EXISTING IWA 10" 1 v Rr-.�.-.-. STEEL WATER MAIN _I_ 10 HDPE, DIPS EXISTING VSD 8 (ABANDONED IN PLACE) - - �� DR-1 1 PE471 0 _ � -- `� � �� r` PVC SEINER 1.1' WICL ' - ' EXISTING 48" SD 10.3' EJCL OLD AVENUE 46 EXISTJNG HDPE TANK_- ABANDOhfED VSJ� 6" RIGHT OF WAY EXISTING VSD 12" PVC I TO BE RELOCATED STA 9+46.16 12 PVC SEWED FORCE MAIN P • { TRUSS PIPE SEWER BEGIN HDD LINE A� PER VSD PLAN 5-305 ] EXISTING IWA 10" WATER LINE 100' WELL CLEARANCE LIMIT LINE PER VSD PLAN 2-122 STA 9+SC_10 J HDD LAUNCHING PIT ' r ` PL COACHELLA VALLEY I I ` SEWER LIFT STATION STORA+4VI+ATER CHANNEL I 4 � 'STA 1*91 _'16 PER 1V X TX 4' DEEP ABANDONED AND `� �U � 1 j 1 E3CISTING 6" PVC SEWER FORCE Al SEWER LINE A 1 EXISTING FOC VSD PLAN 2-1 2 APPROX SIZE AND PARTIALLY REMOVED G+ `'• " ' ,1' E1CL PER DOCUMENT # 101130, �F ' 4 I I DUAL $ HDPE SEINER SIPHON VARIES SICL BEGIN SEWER LINE A LOCATION STA 7+914.68 RECORDED 1 1-1-1962 AND 8m HDPE AIR JUMPER, DIPS CL V DIA SSMH 1 N-2203671.33 I 1 I N:Q366,04 1 0 10' 20' 40' DR-11 PE4710 N:2203662.88 E'6558451.80 E_6558597-06 E:6558408.85 SMH STA 0+0D 00 I HORIZONTAL SCALE: 1" = 20' HDD LINE A = 1 I J f I 30" HDPE, DI PS DR-11 PE4710 11 ER VSD PLAN 2-122 AND 5-305 l LU I c V.W.O. DRAWNG APPROVAL SEE HDD PROFILE SHEET C-03 , EXISTING SCG 2" GAS - - I I . I j TH 08l2412O22 35' I I I _:.._■ 4834 REVISIONS SEE SHEET G-03 ATTILA SIMON PREPARED FOR vo 11022E}.10 APP'DI DATE AS -SHOWN 4C CAX AIIFAP% e DESIGNER'S SEAL ENGINEER: QRolsslo CORNELIIUS J. GANTNEY June 4, 2024 J. c� NAME R.C.E. No. 34674 `-� HQ.34674 � NAME OF FIRM: CAROLL❑ ENGINEERS, INC. + FIRM ADDRESS: 707 WILSHIRE BLVD, SUITE 3920 LOS ANGELES, CA 90017 TELEPHONE # (213) 279-3311 FAX # (213) 572-0361 APPROVER'S SEAL APPROVED BY: v o1 wl � �io.83i2] NAME: RONALD E. SUCHWALD TITLE: ENGINEERING SERVICES MANAGER RCENo. C53121 DATE: 6/yl z'1 TELEPHONE (160) FAX (300) 75D - D 45-600 VAN BUREN, IND10, CA 92201 www.yalley-sanitary.org CITY OF INDIO VSD SEWER SIPHON REPLACEMENT CROSSING THE COACHELLA STORMWATER CHANNEL AT WESTWARD HO DESIGN SEWER SYPHON PLAN AND PROFILE 1 STA 9+85.89 TO 12+50 SFTE ,ADDRESS: I.P. No. SHEET No. C=01 04 OF 12 SHEETS 48234 LL 0 65' OF 54" DIA STEEL Q m , CONDUCTOR CASING 1 V 21 - Z TYP 0 [� W v 11 13 21 U) o- � cn EXISTING CVWD ++ >_ Z 1 1 HDD RECEIVING PIT 42" SLURRY CASE, r ❑ W Z Q >- TOP 0.45', BOT 3.00' SEE SHEET C-03 FOR E¢- > ¢ = Lu � HDD PROFILE LINE A PER CVWD PROJECT NO.324-30.8, co U >/u 0 "NON -POTABLE WATER GOLF SHORING F ! _ COURSE CONNECTION PROJECTS I - INDIAN SPRINGS GOLF CLUB" J 1 EXISTING 48" RCP SD �(BEYOND) I 1 J I l ----4----------- _---- ---�-- _l-_---- _-- _-__ --- - -_ _-,-- ___------_-----_--------- ---- -- - =`------------ ---- - - _--- Wco _ ____ I I oz �----- ----------�_� - -------.-10-4---��N�� ~~ ~�� m w �0 EXISTING 10" VSD L'J W ifr -- y 10" PVC SDR35 SEWER Y 3:0 U ❑ Qwa-U- L=1.7LF �=_Jz_J S=0.1413 rJo¢0(D + 0UU)Ca z z ¢ N ❑ Z of x w z O a> W w(L= Ucn? w U) ¢ Q❑z w �? ❑ ¢ Lu w I--' N z Z Q cc``' O z 0 z = V- Ica -w a�wWbo w w d w a� v n v �wQ0� �'� Q' a v of of U ❑0 Lu ft- LL Qz , O t•7 4 °�° _ m > Lq ° � N C7 co � iD r.- rn C) L7 ~0 U [n o chi, � z rn W. a y '�� F o LK t7 cp a �Cn o Zv Hr~ + z awC74 < + w Qincocfl + Q'n us r` + rn Zco o ['V N Q Cq N ¢ in N FC_i �Z- CA Z Z M 0) ❑mom Y (I] ,� m N N r ❑Co�r+y�f-C6 CV CV N Cnco N r~n uxiz wz c~n ~z Jazz - -'�zzz z 1 1 u1a.L)c°n'z Ww <3 CO c��___ v~,,i�z 1 -3 I , 21+10 1+00 L 20+00 FXIRTIW4 C'vvvn 17- pvr 15 r65!�Of 54" DIA STEEL CONDUCTOR CASING - HIDR � RIW EXISTING VSD 10" VCP SEWER VARIES SILL PH 9 - 1 ISTJNG 8" LINE WATER IR IGATJON STA 19+92.36 R E END SEWER LINE. EXISTING IWA 10" ACP CL 4' DIA# SSMH 4 WATER LINE 11-47' N1CL N:2203669-49 CALL 811 1 EXISTING 48" RGP �` - _ - E:6557409.16 AT LEAST M DAYS SD 8' S1CL_��_ BEFORE YOU DIG 4 Know whays below. ' u CaII before you dig. IAADD + SERWE ALERT OF SDIfMM fill A r L CONTRACTOR'. N INSPECTOR, I I DATE COMPLETED: a AS BUILT DOMED- DATE: BY DATE CONSTRUCTION RECORD ENGINEER X BASIS OF BEARING BENCH MARK, sE IE sHEET G-c Wa rn :E cr) twcq in + Z ir,s n ~ N N N N co > > > > 0 w F z z z 19+00 r U MAWN 6T DESIGNER'S SEAL ATTILA SIMON PREPARED FOR �aQRosSJ.° VSD � 0 NO. M674 � (PROJECT Nm os,as so- zz:MarW lqr 110223.10 'gam cl R E V I S 10 N S ADP'° BATE SCALE SEE SHEET G-03 AS -SHOWN SEINER PROFILE LINE A EXISTING CONC 1 SLOPE PROTECTION GRADE CHANNEL EXISTING 2X4" PVC 1 OMJ44S EXISTING19 IWA STEEL WATER -------------- ---------------------------------- uj ,l 1 EX VSD 12" PVC SEWER 7C-❑- � . -W- ao -r d- c� DUAL 8" HDPE WER SIPHONi > r 50 40 30 0 tNPER AND $ HDPE AI 1UULJ DIPS DR-11 PE40 z - ❑ - IL 0 10 - 30" HDPE SLEEVE DIPS DR-11 PE4710, SEE SHEET C-03 FOR r ¢ U N HDD PROFILE LINE A ¢ rn a I-.x cn -w� Lu z SEE SHEET C-03 FOR 18+00 CONTINUATION OF HDD LINEA ENGINEER: CORNELIUS J. GANTNEY June 4 2024 NAME UAIt R.C.E. No. 34674 NAME OF FIRM: CAROLLO ENGINEERS, INC. FIRM ADDRESS: 707 WILSHIRE BLVD, SUITE 3920 LOS ANGELES, CA 90017 TELEPHONE # (213) 279-3311 FAX # (213) 572-0361 APPROVER'S SEAL APPROVED BY: 17+00 CANED IN PLA(;E)' NAME: RONALD E. SUCHWALD TITLE: ENGINEERING SERVICES MANAGER ROE No. C 5312161L4j2_L11 DATE: - I- -3 16+00 161 TELEPHONE (ISO) 0 10, 20' 40' HORIZONTAL SCALE: 1" = 20' 0 2.5' 5' 10, VERTICAL SCALE: 1" =5' U 10' 20' 40' HORIZONTAL SCALE: 1" = 20' FAX (soo) 751) - D 45-500 VAN BUREN, IND10, CA 92201 www.yalley-sanitary.org GENERAL NOTES: 1. ALL WORK IN WESTWARD HO DRIVE AND MEADOW LAKE DRIVE SHALL CONFORM TO THE CITY OF INDIO'S AND CITY OF LA QUINTA'S ENCROACHMENT PERMITS. 2. DO NOT BLOCK ACCESS TO MEADOW LAKE DRIVE WITHOUT PERMISSION FROM THE LOCAL HOMEOWNER'S ASSOCIATION AND COORDINATION WITH THE LOCAL SECURITY GUARDS. 3. THE CONTRACTOR SHALL PROVIDE TRAFFIC FLAGMEN AS NECESSARY TO ALLOW LOCAL TRAFFIC TO CONTINUE TO ACCESS MEADOW LAKE DRIVE. MAINTAIN ONE LANE MINIMUM FOR TRAFFIC TO ACCESS THE AUTOMATIC CONTROL GATES. 4. RESTORE THE EXISTING GATE LOOP DETECTOR SYSTEM IF DAMAGED FOR AUTOMATIC USE DURING NON -WORK HOURS. 5. THE EXISTING GOLF CART PATH SHALL REMAIN OPEN AND ACCESSIBLE AT ALL TIMES. 6. ALL WORK WITHIN THE CHANNEL SUCH AS HDD MONITORING SHALL CONFORM TO THE CVWD ENCROACHMENT PERMIT. 7. ALL WORK NEAR THE EXISTING COMMUNICATION CONDUITS SHALL BE IN THE PRESENCE OF THE FRONTIER COMMUNICATION REPRESENTATIVE. 8. CONTRACTOR SHALL PROVIDE SEWER BY-PASSING AS NEEDED FOR CONNECTIONS TO EXISTING SEWERS. THE CONTRACTOR SHALL SUBMIT A BY-PASS PLAN FOR REVIEW AND APPROVAL PRIOR TO ANY WORK ON THE EXISTING SEWERS. 9- ALL WORK ON THE HOPE PIPELINES SHALL ALLOW THE PIPE TO ACCLIMATE FOR 1 DAY (MINIMUM) TO NORMALIZE ANY AMBIENT TEMPERATURE EXPANSION OIL CONTRACTION IN PLACE PRIOR TO BACKFILLING AND/OR SLURRY ENCASEMENT OR CONNECTING TO CONCRETE MANHOLES. CONTRACTOR SHALL CONSULT FOR THE MANUFACTURER'S RECOMMENDATIONS FOR ITS SELECTED PRODUCTS. 10. CONTRACTOR TO INSTALL A FULL PIECE OF DUCTILE IRON PIPELINE AT ALL CROSSINGS EXPOSING IWA ASBESTOS CEMENT WATER MAIN. PLEASE REFER TO IWA STANDARDS FOR SIZE AND LIST OF MATERIALS. <?> CONSTRUCTION NOTES 1. PROTECT EXISTING FEATURE. 2. SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT CONCRETE PAVEMENT PER CITY OF INDIO STANDARD PLAN NO. 172. 7. CONSTRUCT SEWER MANHOLE PER DETAIL 3 SHEET GC-02. 8. CONSTRUCT SEWER MANHOLE PER DETAIL 3 SHEET GC-02. 9. CONSTRUCT HDD SLEEVE AND CARRIER PIPE PER DETAIL 6 SHEET GC-03. 10. SAWCUT AND REMOVE THE INSTALLED 30" HDPE CASING SEGMENT PRIOR TO INSTALLATION ON MANHOLES. 11. REMOVE 30" HDPE UPON COMPLETION OF HDD INSTALLATION. 12. BACKFILL LAUNCHING/RECEIVING PIT UPON COMPLETION OF CONSTRUCTION AND RESTORE TO ORIGINAL CONDITION. 13. REMOVE 60" CONDUCTOR STEEL CASING AND 30" HDPE UPON COMPLETION OF HDD INSTALLATION. STABILIZE AND BACKFILL PER SECTION 33_05_07.14. 15. PROVIDE 60" (MAXIMUM) STEEL SUPPLEMENTAL (CONDUCTOR) CASING AS NEEDED, SEE SPECIFICATIONS SECTION 30_05_07 - HORIZONTAL DIRECTIONAL DRILLING. 16. CONSTRUCT SEWER MANHOLE PER DETAIL 4 SHEET GC-03. 17. CONSTRUCT SEWER MANHOLE PER DETAIL 5 SHEET GC-03. 18. REESTABLISH TYPE 1 SURVEY MONUMENT PER CITY OF INDIO STANDARD PLAN 512. 19- PROVIDE SEWER MARKER PER VSD STANDARD DETAIL S-19. 21. SAWCUT EXISTING ASPHALT PAVING AND CONSTRUCT ROADWAY BEDDING, BACKFILL AND TRENCH COVER PLATES PER CITY OF INDIO STANDARD PLANS 171, 172 AND 174. 24. RELOCATE EXITING 10" IWA WATER MAIN PER DETAIL 3 SHEET GC-02. C. V. W. D- DRAWING APPROVAL ■ TH 03/2412022 4B35 CITY OF INDIO VSD SEWER SIPHON REPLACEMENT CROSSING THE COACHELLA STOfMWATER CHANNEL AT WESTWARD HO DESIGN SEWER SYPHON PLAN AND PROFILE 1 STA 16+00 TO 19+95.39 SFTE ADDRESS: I.P. No. SHEET No. C=02 05 OF 12 SHEETS 1 48235 90 `f)-1 UrLDC r%1DC nD_44 DCA74n LJn1'l _141)M-L 1 C 90 1 1p() 70 Al 50 i 40 30 - 20 10 - -10 -30 -40 -50 -60 -70 - ci=) w w coU¢ LLo �co0z LU w w >ztr a ~ � Lu � W u] u) - w `� O Uj- 0w aLL `n U + > ZQc > + Zv a' Up¢0C7 Z DU�o N� cn N H ti I F-- j ai Z 3 uy M z z c* uu w us LLI OL 80 1 70 1 60 1 50 1 40 1 30 1 20 1 10 1 -101 -201 -301 -401 -501 -601 -701 21+40 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+30 C.V.W.O. DRAWNrg APPROVAL GENERAL NOTES: �a�') TH 03l241022 SEE GENERAL NOTES ON SHEETS G01-00 �..� hay 1� — 48236 N CALL 811 0 20' 40' 80, r` AT LEAST M DAYS HORIZONTAL SCALE: 1" = 40' # CONSTRUCTION NOTES D �ORE YOU DIG Know 4+lk�at's below.� � � e SEE CONSTRUCTION MOTES ON SF�EETS C01-0O2 C10 W Call before you dig. 0 5' 10, 20' 0 UN00MRI SERXX ALERT OF sotnHEM C&FOR110VERTICAL SCALE: 1"=10' I CONTRACTOR; DRAWN BY DESIGNER'S SEAL ENGINEER: APPROVER'S SEAL APPROVED BY: f%MV nG lKinin I P Nn ATTILA 51MaN INSPECTOR; CORNELIUS J. GANTNEY TELEPHONE FAX SHEET No. RIss10iy June 4, 2024 Of 1 (760) 238ZM (800)750 -2280 VSD SEWER SIPHON REPLACEMENT CROSSING C7 PREPARED FOR QQ � e� NAME � �• ��,�,� THE COACHELLA STORMATER CHANNEL AT ° v o yr � Y(DA WESTWARD HO DESIGN I],41'E COMPLETED: "Q� HO 34674 R.C.E. No. 34674 HORIZONTAL DIRECTIONAL DRILLING PROFILE C=03 PROJECT"° NAME OF FIRM: CAROLL❑ ENGINEERS INC. NAME: RONALD E. SUCHWALD A sulLi D4MEP_ DATE: °� ""'°'"° � - TA 9+46.16 TO 20+76.81 BY DATE 11o22D.10 FIRM ADDRESS: 707 WILSHIRE BLVD, SUITE 3920 TITLE: ENGINEERING SERVICES MANAGER � C+ �+ ,p CAL OE OF 12 SHEETS �CONSTRUCTION RECORI] ENGINEER REVISION 5 APP'D BATE scnL� LOS ANGELES, CA 90017 # CAL RCE No. C 53121 61qJ2 � CITY FILE No. th BASIS OF BEARING 45-600 VAN BLIREN, INDIO, CA 92201 SFrE ADDRE S: f3EINCHMARK.'SE 1= SKEET G-0 SEE SHEET G-03 AS_SHOWN DATE: vrww.valley-sanitary.arg < TELEPHONE # (213) 279-3311 FAX # (213) 572-0361 J 48236 • I �'I' �t I 4 1 T r I f I I I 0 30' 6012'0' SCALE- 1" = 60' TI D ar CALL 811 AT LEAST TMID DAYS BEFORE YOU DIG Know whars below. Call before you dig. D LN013MRIMIM 9MM ALERT OF SOIlMM OUFOW ■ C•I�r:)i�:TiL��•�f �� N INSPECTOR; J DATE COMPLETED: A9 BUILT DOMED_ DATE: BY DATE CONSTRUCTION RECORD ENGINEER BASIS OF BEARING BENCH MARK.,sEE SHEET G-0 ! j. 01 i+• � it — �' #* �.~ +*+,_ '.� f� - • •i -. ` # Z i • y = L " lki? �.` L R .t { M1 �• �f l r f r ��i �.`rf •�` sky �, �; + +, -- Ay fk 1 IX :_ ,�� t_ � CANYON CLUB CT. LOA LU U_ - r � r i I�^'•• � i'I ;011 ! ` i� 4�. I M1 t *•'."ri" i+l* / .. 1+ • i • rl,s" � • s � t, �R • y tF .! ra..i- �• •`r�r '+L� � R ��*A • Fi � i i - __ rt + �w '! •ar :tit ,�, _ H r#. �� - C?Tr of ;N010 _ -Y F— — CITY OF to 0t1HVTA -r I +, I• I r•; F * r. + • e i / a - ' ♦ f Y f F a + r ! * i WESTWARD HO DRIVE Aloft ,k M1 M1i 4C CAM A11FAM e U MAWNMT DESIGNER'S SEAL ENGINEER: A -MLA SIMON R0ISS10iy CORNELIUS J. GANTNEY June 4, 2024 PREPARED FOR � S J. '�l f NAME V0 � � c c 'P R.C.E. No. 34674 NO. 3474 PROJECT ND. DE.OS'C]y,3OrW NAME OF FIRM: CAROLL❑ ENGINEERS, INC. 11022D.10 Cl FIRM ADDRESS: 707 WILSHIRE BLVD, SUITE 3920 R E V I S 10 N S APP'D DATE WALELOS ANGELES, CA 90017 SEE SHEET G-03 AS -SHOWN TELEPHONE # (213) 279-3311 FAX # (213) 572-0361 LAYDOWN AREA rt '� J I -A STA 0+78.5 4' DIA SSMH 6 STA 0+19-83 4' DIA SSMH 5 I f I I I I _ _ _ _ _ _ _ _ _ _ _ _ _ j OOL F CART PATH GOLF CART P T�YJ} //11J ' ' I STA 20+70.81 - HDD RECEIVING PIT 43' 7` X 6' DEEP APPROX SIZE AND LOCATION APPROVER'S SEAL APPROVED BY: 0gov m1p E. F3 IL o NAME: RONALD E. BUCHWALD J TITLE: ENGINEERING SERVICES MANAGER cmL AlC'—tta RCE No. C 53121 oa.E 6/4/zy t ----- 11 f I STA 19+92.36 4' DIA SSMH 4 STA 19+64-52 B' DIA SSMH 3 i .. 30" HDPE DIPS DR-41 PE4710 LINE A `LI B „ PVC SET-35 SEVVER DIPS DR-11 FE4711 � X CITY OF INDIO EPHONE AX (ISO)2 a (300)7F 5D--2280 VSD SEWER SIPHON REPLACEMENT CROSSING THE COACHELLA STOfMWATER CHANNEL AT WESTWARD HO DESIGN V IF HDD PULL -BACK LAYDOWN AREA D 45-500 VAN BUREN, IND10, CA 92201 SFTE ADDRESS: www.yalley-sanitary.org I.P. No. SHEET No. C=04 07 OF 12 SHEETS INFORMATION ONLY 48237 0 0 cv 0 0 w 0 x OL 0 w c� CD LU V) J COMPACTED NATIVE 36" DIA SMH FRAME AND MANHOLE COLLAR OUT 36" DIA SMH FRAME AND COVER 501E j COVER AND CONC COLLAR OF PAVEMENT PER VSD AND CONC COLLAR PER VSD PER VSD STD DWG -i 1 STQ DWG S-13 STD DWG S-11, EL 35.17 EL 35,17 COMPACTED NATIVE --_ _ 0.5 COMPACTED NATIVE COMPACTED NATIVE ' SOIL SOIL SOIL VTYP MANHOLE COLLAR OUT OF .� - - _ - j� I I . -1 _ PAVEMENT PER VSD STD PLAN 1311=1 I84" DIA POLYMER PRECASTSHORING I CONCRETE SMH 11!FIF 36" DIA SMH FRAME AND . COVER AND CONC COLLAR I i � I � PIPE CONNECTION WITH - — PER VSD STD DVVG S-11- I I I PIPE CONNECTION WITH --- EL 33.92 RUBBER BOOT CAST IN EL 33.92 E.L 35.06 I �UBBER BOOT CAST IN MH WALL --_ 4� TOP SLAB I I MH WALL :,_::o TOP SLAB ■ I I EL 31,49 _ ,I 72" DIA POLYMER PRECAST 1' TYP - ' T` p I JUMPER FROM SEWER 10" HDPE PIPE FROM I I CONCRETE SMH MANHOLE NO 3 SEWER MANHOLE NO 2 N i I I MANHOLE SECTION JOINT - 6-0 O i 1' TYP �- I I 84' DIA POLYMER PROVIDE REMOVABLE .�, f TOP OF SHELF AT MH WALL, 8'iD?E PIPE I TOP OF STA 10+03, 0 PRECAST CONCRETE SMH , PLUG- SEE NOTE 1 BELOW PIPE CONNECTION WITH RUBBER EL 23.90 / I X I AIR JUMPER SHORING SHELF AT 22.59 INV MH WALL (WEST) , � I $DOT CAST IN MH WALL (TYP) 1-SACK SLURRY BACKFILL I EL 23,65 - I I (E) 12" PVC TRUSS PIPE - } + (E) 12" PVC TRUSS PIPE 8' HDPE 45' BEND (TYP) I MANHOLE - l' TQP OF SHELF I _... .R. I I SECTION JOINT ; * I { I PIPE CONNECTION l I TA 9+96.511 I I+ AT MH WALL ` '' � � 12 TYP '1 � � I WITH RUBBER BOOT I CAST IN MH WALL � 22.4 INV (SOUTHEAST} � EL 23.65 I (S =-0.0021 } � %� I (5=-9-0021) � I � I #� CENTER � � i � CENTER ' ! i MEDIAN 22-40 INV (EAST) I MEDIAN i � 2-8" HDPE PIPES = 1' TYP - I I FROM SEWER MANHOLE — I N O 3 �� I 1' ryp I f f� + I STA 10+ 11.49 � _V_ 21.53INV � J I � ------------- — — — 22.41 INV (WEST) —— — — — — — — -� 2-SACK SLURRY BEDDING 1 H'i11 ',, *� ' I SHORING 1 < I 22.45 INV (NORTH WEST) POLYMER PRECAST CONCRETE BASE FACTORY CAST POLYMER MONOLITHIC FLOW CHANNEL , I I ----._--- - - - - - - - - - - - - - - - - - - - - - 1-SACK SLURRY BACKFILI~ 1-SACK SLURRY BACKFILL STA 10+03.50J - I SEND W HDPE PIPE TO 22-59 INV FIT (19' MIN RADIUS) 2-SACK SLURRY BEDDING PRECAST POLYMER (WEST) A SECTION ' 1-SACK SLURRY BACKFILL CONC BASE 10" HDPE PIPE TO �_o SEWER MANHOLE NO 1 2-SACK SLURRY BEDDING REMOVE INTERFERING PORTIONS OF 3W HOPE SLEEVE, FILL WITH GROUT CLUSTER SEAL NOT SHOWN PRE -CAST POLYMER CONC BASE I 3 - 8" HDPE PIPES FROM FACTORY CAST SEWER MANHOLE NO 3 MONOLITHIC FLOW CHANNEL B SECTION SECTION GC-� 1 GC-D1 �- ---------------------------------------------- PIPE CONNECTION WITH RUBBER I I SHORING C BOOT CAST IN MH WALL (TYP) I REMOVE INTERFERING I REMOVE INTERFERING PRECAST CONCRETE SMH PORTION OF EXISTING } I PORTIONS OF 3W HDPE 12' PVC TRUSS PIPE I I SLEEVE. FILL WITH OROUT ` STA 10+00.00 BEND 8" HDPE DR PIPE TO FIT 19' MIN RADIUS} E:6558 97-96 � � (E} 2" PVC PIPE 22.45 INV! e�"'� ,.� ` w cri CENTER OF 36" MH °� (PROTECT IN PLACES I i 22.59INV i SHAFT 10" HDPE PIPE FROM ` B - - �• �� SEINER MANHOLE NO 2 ' - - -22.40 INVI r - STA 9+96.50 2'2.49INV -59 INV � (E) 12" PVC TRUSS PIPE PIPE CONNECTION WITH RUBBER � � to ° I BOOT CAST IN MH WALL (TYP) TO REMAIN Jl �3 I ni 22-41 INV = NOTE: I 8" HDPE PIPES FROM PROVIDE REMOVABLE PLUG 1. PROVIDE ALL PERMANENT PIPE PLUG SEWER MANHOLE NO 3 CENTER MEDIAN SEE NOTE 1. I SUITABLE FOR SEWER USE. ALL MATERIALS STA 9+86.10 (E) 12- PVC TRUSS RIPE SHALL BE 316 SS AND PLASTIC REMOVABLE. CLINT TO REMA#N I 2- PROVIDE ADEQUATE SEWER BY-PASS DURING N:2203662.88 CONSTRUCTION PER SPECIFICATION SECTION I � (E} 2" PVC PIPE 10" HDPE PIPE - E:6558408,85 33 05 11 - TEMPORARY BYPASS PUMPING. I - - (PROTECT IN PLACE) TO SEWER MANHOLE NO 1 CONSTRUCT NEW 72" POLYMER SHORIIJIa 3. PROVIDE SPILL GUARDS AS NEEDED FOR. PRECAST CONCRETE SMH BYPASS GRAVITY PIPING IF USED I I PER VSD STD DETAIL 5-8 - - - - - - - - - - - ------` — — — — — — — I l PLAN SEWER MANHOLE NO 1 PLAN SEDER MANHOLE NO 2 SCALE: 3!$"=1' �01 SCALE: 318"=1" �01 CALL 811 AT LEAST TMID DAYS Know whars below. BEFORE YOU DIG A1 Ca I before you dig.4C MIV X UNOOM 1DlW SEA ALERT OF S011111M CM FORS CONTMCTOR. DRAWN BY RYAN HEJKA DESIGNER'S SEAL 1 ss/0y � �oQ J. , # o:7see.wo,co it ENGINEER: CORNELIINS J. GANTNEY June 4, 024 APPROVER'S SEAL volml 53121 APPROVED BY: PHONE FAX (ISO)�2W (300)750--2280 CITY OF INDIO VSD SEWER SIPHON REPLACEMENT CROSSING THE COACIHELLA STORMATER CHANNEL AT WESTWARD IHO DESIGN MANHOLE DETAILS - 'I I.P. No. SHEET No. GC=01 INSPECTOR' PREPARED FOR VSD NAME NAME R.C.E. No. 34674 DATE COMP FRLLiECS No. NAME OF FIRM: CAROLLO ENGINEERS INC. NAME: RONALD E. SUCH ALO AS BUILT C4DATE: h�P- 11Q22❑.10 C+ w TITLE: ENGINEERING ROE No. C 53121 SERVICES MANAGER 6IL4J2 D 0$ OF 12 SHEETS BY JDATE FIRM ADDRESS: 707 WILSHIRE BLVD SUITE 3920 CONSTRUCTION RECORD ENGINEER R E V I S 10 N S APP'© BATE LOS ANGELES, CA 90017 WALE CITY FILE No. g0 DATE: -600 VAN BLIREN, IND10, A 92201 8A595 OF BEARING� SfTE,AaafiESS: BEh,�CHMARIC;sItE SHEET G-0 SEE SHEET G-03 AS SHOWN - SNWW.Ya112]I-SaI'41t3ry.0rg TELEPHONE # (213) 279-3311 FAX # (213) 572-0361 INFORMATION ONLY 48238 COMPACTED NATIVE SOIL 1' TYP 71 :1 VTYP; T COMPACTED ASPHALT PAVEMENT NATIVE SOIL PER CITY OF IND❑ STD PLAN 172 36" DIA SMH FRAM AND COVER AND CONC COLLAR PER VSD STD DWG S-11 EL 38-50 EL 37-25 MANHOLE COLLAR OUT OF PAVEMENT PER VSD STD DWG S-13 84" DIA POLYMER PRECAST CONCRETE SMH TOP SLAB FRP UNI-STRUT STEM GUIDE WALL MOUNT (TYP)\ STEM LIFT ASSEMBLY PIPE CONNECTION WITH 2" 50 NUT EL 34 91 RUBBER BOOT CAST IN MH WALL (TYP) 1' TYP - 11' TYP SHORING I SLIDE GATE STEM I - MANHOLE SECTION JOINT I (�� SLIDE GATE (TYP FOR 2) STA 19+90.36 i 24.37 INV - 8" HDPE PIPE AIR JUMPER I (SOUTH) I FROM MANHOLE NO 3 ! 8" HDPE 450 BEND (TYP) 24-45 INV TOP OF PIPE CONVECTION i 2' TYp (NORTH) SHELF AT f WITH RUBBER BOOT MH WALL 1 "+ CAST IN Mai WALL (TYP) I , STA +70.48 JV EL 25.74 22.59 INV 1' TYP I ---- -� } ! V MIN 24-39 `I 23.7+4 #N11 1 I I ST) 2,45' 1' MIN 1H-1V 23.911NV 5 � 2-SACK SLURRY I3AAC#CFI LL - - PROVIDE EMBED FOR 1-SACK SLURRY BEDDING SLIDE GATE BOTTOM PRE -CAST POLYMER BEND 8" HDPE PIPE TO 10" PVC SDR35 FROM CONC BASE FIT (19' MIN RADIUS) SEWER MANHOLE NO 4 1-SACK SLURRY BEDDING FACTORY CAST REMOVE INTERFERING PORTIONS OF 3Cr MONOLITHIC FLOW HDPE SLEEVE, FILL WITH GROUT CHANNELI CLUSTER SEAL NOT SHOWN SECTION 3-8" HDPE PIPES TO ��} SCALE: 318"=1' SEWER MANHOLE NO 2 # CALL 811 AT LEAST TMID DAYS j BEFORE YOU DIG Know whars below. ' Call before you dig. D III � ALERT OF III CIli L ■ C•I�r:Y�:TiL��•�f �� N INSPECTOR, I I DATE COMPLETED: AS BUILT COM R DATE: 13 D BY DATE > CONSTRUCTION RECORD ENGINEER 6 BASIS OF BEARING BENCHMARK.SEE SHED G-D / oil 24" DIA SMH FRAME AND - COVER ARID CONC COLLAR PER VSD STO DVVG S-10. EL 38.50 1-TYP- 10' PVC SOR35 PIPE TO -I , SEWER MANHOLE NO 3 TOP OF SHELF AT MH WALL, 4d4y 0 EL 26-81 PIPE CONNECTION WITH RUBBER 1300T CAST IN MH WALL (TYP) (E) VSD 10" PVC TRUSS PIPE • I (E) S =-0-0041 (24.81) INV (WEST) 24.61 INV (NORTH WEST) F SECTION GC_d2 SCALE: 318"=1' REVISIONS SEE SHEET G-03 I RYAN HEJKA PREPARED FOR Vo 11022D.10 APP'Dj DATE AS -SHOWN ASPHALT PAVEMENT PER CITY OF IND❑ STD PLAN 172 36" DIA SMH FRAME AND COVER AND CONC COLLAR\ PER VSD STD DWG S-11 EL 38.50 MANHOLE COLLAR OUT .,STEM LIFT ASSEMBLY OF PAVEMENT PER VSD STD DWG S-13 I PIPE CONNECTION WITH I I RUBBER BOOT CAST IN I : i . 1 MH WALL 110" DIP CLASS 350 - I ASPHALT COATED I CML PIPE. I 8" HDPE PIPE AIR JUMPER '+ FROM SEWER MANHOLE I NO 3 I SLIDE GATE STEM - 84" DIA POLYMER PRECAST CONCRETE I SMH I I V TYP I PRECAST MANHOLE I SECTION JOINT 1 2-8" HDPE PIPES I TO SEWER MANHOLE NO 2 I STA 19+82.07 1 23-74 INV I (WEST) I I FACTORY CAST �- I MONOLITHIC FLOW I CHANNEL I APPROXIMATE SHORING LIMTS ----------- 1 -SACK SLURRY BEDDING PER CAST POLYMER CONC BASE 2-SACK SLURRY BACKFILL 2"TYP- ti FRP UNI-STRUT BRACING TO SUPPORT EL 37-10 VALVE STEM TOP SLAB GUIDES I �1'TYP 1. �'' TOP OF SHELF AT MH WALL EL 25.74 ' --� SILICONE FILL AT GATE sal FLANGE (TYP) - EMBED SLIDE GATE SO x INVERT IS FLUSH SLIDE GATE GC-03 (TYP FOR 2) ` FILL GAP WITH FLEXIBLE CEMENT E SECTION - SCALE; 318"=I' ASPHALT PAVEMENT PER CITY OF Ii+1DO STD PLAN 172 COMPACTED NATIVE SOIL 48" DIA PRECAST CONCRETE SMH PER VSD STD DETAIL S-8 PROVIDE REMOVABLE 10" PVC PLUG SEE NOTE 1 BELOW { 1-SACK SLURRY BACKFILL { r (E) VSD 10- PVC TRUSS PIPE (E) S=-0-0041 - - (24 79) INV (EAST) NOTE: 1. PROVIDE ALL PERMANENT PIPE PLUG SUITABLE FOR SEWER USE. ALL MATERIALS SHALL BE 316 SS AND PLASTIC REMOVABLE. 2. PROVIDE ADEQUATE SEWER BY-PASS DURING CONSTRUCTION PER SPECIFICATION SECTION 33_05_11 - TEMPORARY BYPASS PUMPING. 3. PROVIDE SPILL GUARDS AS NEEDED FOR BYPASS GRAVITY PIPING IF USED 4. ALL WORK ON THE EXISTING 10" IWA WATER MAIN SHALL CONFORM TO THE IWA SPECIFICATIONS SECTIONS 01045- EXISTING FACILITIES, 02223- TRENCHING, BACKFILLING, AND COMPACTING, 02578- PAVEMENT REMOVAL AND REPLACEMENT, 09900- PAINTING AND COATING, 15041- CHLORINATION OF WATER MAINS, WELLS & RESERVOIRS, 15042- HYDROSTATIC TESTING OF PRESSURE PIPELINES, 15051- INSTALLATION OF PRESSURE PIPELINES. 15056- DUCTILE IRON PIPE AND FITTINGS, 15100- MANUAL VALVES, 15151- WATER FACILITIES IDENTIFICATION, 15162- FLEXIBLE PIPE COUPLING AND EXPANSION JOINTS, AND 16640- CATHODIC PROTECTION SHOWN IN THE APPENDIX A OF THE PROJECT SPECIFICATIONS. 5. LOCATE AND PROTECT EXISTING 10" IWA WATER MAIN PRIOR TO SHORING. RELOCATION OF THE 10" IWA DIP SHALL BE WITHIN THE SHORING BOX AS MUCH AS POSSIBLE. 6. PROVIDE RELOCATION PLAN WITH CONNECTION DETAILS AND ELEVATIONS FOR REVIEW AND APPROVAL BY IWA PRIOR TO ANY WORK ON THE 10" DIP WATER MAIN. THE RELOCATION PLAN SHALL INCLUDE PROVISIONS FOR DISINFECTION IN ACCORDANCE WITH THE IWA'S SPECIFICATIONS. 7. PROVIDE A SHUTDOWN PLAN FOR CONNECTING THE NEW 10" IWA WATER MAIN TO THE EXISTING 10" DIP WATER MAIN WITH THE MINIMUM DOWN TIME POSSIBLE. 8. PROVIDE ADDITIONAL TAPPED OUTLETS FOR THE DISINFECTION ACTIVITIES AS REQUIRED BY IWA. 9. NEW 10" DIP SHALL BE CLASS 350 WITH CM AND ASPHALTIC COATING WRAPPED IN V-BIO ENHANCED POLYETHYLENE 2-SACK SLURRY BEDDING ENCASEMENT. FACTORY CAST MONOLITHIC 10. ALL NEW 10" DIP FITTINGS ARE RESTRAINED, CLASS 350. FLOW CHANNEL RESTRAINED MECHANICAL JOINTS SHALL BE EBBA IRON MEGALUG SERIES 1100 OR APPROVE EQUAL.. OC CAa A11FAM 0 DESIGNER'S SEAL ENGINEER: Q�olsslo CORNELIUS J. GANTNEY June 4, 2024 J. el c� NAME R.C.E. No. 34674 `-HQ.3474 � NAME OF FIRM: CAROLL❑ ENGINEERS, INC. + FIRM ADDRESS: 707 WILSHIRE BLVD, SUITE 3920 LOS ANGELES, CA 90017 TELEPHONE # (213) 279-3311 FAX # (213) 572-0361 NEW 8" PVC SDR35 10" DIP CLASS 350 ASPHALT COATED. PROTECT EXISTING PIPELINE FROM SEWER CIVIL, WRAPPED IN V-BIO ENHANCED 2' PVC FRONTIER / f� ! MANHOLE NO 5 - POLYETTYLENE ENCASEMENT (TYP) CONDUITS i I PROTECT EXISTING 12' _- ---- ` --- APPROXIMATE _--- PVE CV D RECYCLED SHORING LIMITS PROVIDE THRUST BLOCKS • -------� _ WATER MAIN' ON ALL NEW FITTINGS PER O I REMOVE 16.5' t OF EKIISTING 10" DIP WATER MAIN IA STD DWG 709 A (TYP) 1 � I-------------T---------- -- - - - - - - - 45° RESTRAINED BEND I 1 45° RESTRAINED •o.. �'- BEND I CUT AND REMOVE INTERFERING 10' DI IWA WATER MAIN PORTIONS OF EXISTING 10" DIP, PER IWA DWG NO. 49441 CUT AND REH[IOVE INTERFERING ^- I CONNECT TO EXISTING PIPELINE PORTIONS Of EXI TING 10" DIP, I WITH RESTRAINED MECHANICAL CONNECTTOXISNG PIPELINE I o 1 COUPLING r� I EXISTING 10" IWA WITH REST INED MECHANICAL F z cv I _ k �� WATER MAIN COUPLING f (ABANDONED IN 4F r EXISTI 10" IP I I cc CONSTRUCT lWA WA ER MAIN I PE CONNECTION 84" SMH NO. 3 I STA 19*T8.92 WITH RUBBER BOOT SILICONE FILL AT 23-74 INV PVI CAST IN MH WALL (TYP) 2 7g• GATE GLANCE I 24.45 INV -- - 23-74 INV. BEND 8" HOPE DR PIPE TO INV 24-39 FIT (19' MIN RADIUS) INV 23.97 1 ' I O STA 19+86.27 + ti - GC•0 N' 2203675.03 j �_ .` I E: 6557411.70 _ I I I SHELF ._ '` - - I I i 24.37 INV NEW 10" PVC SDR35` I '�' 8" HDPE PIPES TO I INH4 TO MH3 � �./ �, FILL GAP WITH FLEXIBLE I I I 24.61 INV x CEMENT SEWER MANHOLE NO2 F I 23.74 INV I REMOVE INTERFERING SILICONE FILL AT I PORTIONS OF 30" HDPE VVESTWAI4D HOIDRIVE I GATE GLANCE I SLEEVE, FILL WITH GROUT F 4,1r I I SLIDE GATE 7 EXISTING 10" VC i I VSD SEWER MAIN I (TYP FOR 2) GC-fl3 (24.81) INV I STA 19+84.52 N:2203675.03 PROVIDE REMOVABLE E: REMOVE INTERFERING 10" PVC PLUG NV 23 843.45 ! I I PORTION OF EXISTING 12" ! I ! I PVC TRUSS PIPE CONSTRUCT NEW 48" SMH NO 4 I PER VSD STD DETAIL S-8 - I II ---------------- ------------- - - - - - - - STA 19+92.36 APPROXIMATE N: 2203669.49 SHORING LIMITS E: 6557409.16 I I I I I .-----------_i-------------------------------------------- ----------------------------------------------_------------------- EXISTING 48" RCP CITY OF _ I LA QUINTA STORM DRAIN ! I ' I I ` I I � -------------i------------------------------------------------------------------------------------------`-I%, --------------------..__--__--- � I ! I I I ! I ! I 1 I i APPROVER'S SEAL APPROVED BY: ?gof ml E. F3 a- No. 5 1M em NAME: RONALD E. SUCHWALD TITLE: ENGINEERING SERVICES MANAGER At ,kr RCE No. C 53121 PLAN SEWER MANHOLE NO 3 AND 4 SCALE: 3!8"=1' DATE: 6/yl z'1 TELEPHONE (160) 238Z aio FAX (304) 75D - A - IV IF D 46-600 VAN BUREN, IND10, CA 92201 www.yalley-sanitary.org CITY OF INDIO VSD SEWER SIPHON REPLACEMENT CROSSING THE COACHELLA STORMWATER CHANNEL AT WESTWARD HO DESIGN MANHOLE DETAILS - 2 SFTE ,A013RESS: I.P. No. SHEET No. c=0 09 OF 12 SHEETS INFORMATION ONLY 48239 <# CONSTRUCTION NOTES ,. STA 0+19.83 - N: 220 3694 24.63 INV -86 E: 6557411. 77 79 SHELF- NEW 9" PVC SOR35 PIPE TO SEWER MANHOLE NO 6 CONSTRUCT NEW 48" UTA SMH NO 5 ►• +` CONCRETE MANHOLE PER VSD STD DETAIL � 24.53 I N V - PIPE CONNECTION WITH RUBBER BOOT CAST IN MH WALL {TYP} NEW 8" PVC SDR35 PIPE TO 1 SEWER MANHOLE NO 3 4 PLAN SEINER MANHOLE NO 5 GC-03 SCALE: 3/8"=1' 30" HDPE CASING PIPE DIPS DR-11 PE 4710 32.000" OD, 25.833" ID RUNNER 8" HDPE CARRIER PIPE AIR JUMP PIPELINE DIPS DR-11 PE 4710 9-050" OD, 7-305" ID RISER SEWER SIPHON PIPELINES ANNULAR GROUT FILLED CASING SPACER CLUSTER WITH ROLLERS BY ADVANCE PRODUCTS & SYSTEMS (APS) OR APPROVED EQUAL ROLLER A SECTION GC-03 SCALE: NTS 30" HDPE CASING PIPE DIPS DR-11 PE 4710 3-8" HDPE CARRIER PIPE �1 DIPS DR-11 PE 4710 1' MAX. - - - - - - - - - - - - - - - 8'MAX- STAINLESS STAINLESS STEEL BANDS 2' MAX. FROM EACH SIDE OF CARRIER PIPE HDD CASING PIPE DETAIL �_n SCALE: NTS EXISTING 8" HDPE PIPE STA 0+78-35 N: 2203721-75 (24-98 INV -. F- Rr,,r,7AA•Z 7A 24.88 INV EXISTING 8" HDPE PIPE TO BE PLUGGED WITH CONCRETE AND ABANDONED 5 PLAN SEWER MANHOLE NO 5 GC-03 SCALE: 318"=1' A -s' BSI' e=12" 0 = 26.5- E = 12.5- A - GATE OPENING WR7TH B -GATE OPENING HEIGHT C = GUIDE RAIL HEIGHT = B + 112 OF SLIDE 0 = GATE FULL - = - + 4112 E = SLIDE HEIGHT = B+ 4-1/2 SECTION A x RECHANNEL THE EXISTING MANHOLE INVERT -SEE NOTES BELOW NOTE: 1- PROTECT EXISTING MANHOLE FRAME, COVER, CONE AND SHAFT- 2. PROVIDE ADEQUATE SEWER BY-PASS DURING CONSTRUCTION PER SPECIFICATION SECTION 33 05 11 - TEMPORARY BYPASS PUMPING- 3. PROVIDE SPILL GUARDS AS NEEDED FOR BYPASS GRAVITY PIPING IF USED- APPROVE❑ SEAL.AN r FOR FC&r&SR - 66hlt#1EPILL �4: I LLg �ZE.N❑E1 jJ W/wii y F { . Y UNE;ir sra, uxb 2• Sq Nur , - x v ,•: MMUAL ACRb5TCA PROVIDE POLYMER =77T SECTION B PRECAST F CONCRETE BLOCK OUT OUT NC RUSH BOTTOM MOUNT I INCH GR -sY DTHEI SECTION C 1. A]NLM j TM 3LR 9MLLE N USED KW FWTAL PARTS, IK W PM FAVrUXF,-� SM qMTKN44_N_% Z9- FAPMUTW ST►PUM STEEL RIDE GATE_5 2. F3M9Nk J& GAR + MAY ILE VAD IN PLrE OF $TON"tL QFM 3. %-L GA00 SHALE M POLYHFR CON CY&'M GRMff OR G CSTT WITH VZ APPROYM COATINM SLIDE GATE DETAIL SCALE: NTS +<D1NAl[ STIONS VJ[TH (MEA PRECAST CRETE UFACTURE 12 8" PVC SDR35 SEWER L= 13.92 LF 5=0.0054 DUAL 8" HDPE SEWER SIPHON AND 8" HDPE AIR JUMPER DIPS DR-11 PE4710 I 21 22 20 21 22 �I 8" PVC SDR35 SEWER EX GRADE L= 54.02 LF s=a:oa4s i LU H 0 Q a°Oc t7 � U LUUj [L x � ~ w x LU co 04 Z II :3o m ¢ o I3 0 o LU c Z U) W 2 Ls p C] _ [A 2 C] Q L] t' Z 0 n �t (D r` &5 (D of cn c 0 m C6 (D N oo ao co CD L0 m I` � CD Z aQ + Z CV + Cn � SC7 cQ � Z W + Z CS7 + CO � 07 co 8 Q C7 N CV N C7 M Q C'7 Cy C14 m co CO C7 Q CO C14 CV a�»> x Q jai ��7� x7 F¢- 7C> F ❑�» co W co tub sn p� sn W (n uu � .o ! 4 E Z Z < > 6 -0+50 0+00 SEWER PROFILE LINE B SCALE: HORIZ 1 "=20' VERT 1"=5' I I I I I I I I I. --`----+--=----------� N:22 03700.44 ... 23 i - E:557298 7t - S=0.00395 EXISTING VSD 8" PVC SEWER 1+00 N: 2203734A9 W 1+50 1. PROTECT EXISTING FEATURE. 7. CONSTRUCT SEWER MANHOLE PER DETAIL 3 SHEET GC-02. 16. CONSTRUCT SEWER MANHOLE PER DETAIL 4 SHEET GC-03. 17. CONSTRUCT SEWER MANHOLE PER DETAIL 5 SHEET GC-03. 20. CONSTRUCT PIPE TRENCH AND BEDDING BACKFILL PER VSD STANDARD DETAIL S-5 21. SAWCUT EXISTING ASPHALT PAVING AND CONSTRUCT ROADWAY BEDDING, BACKFILL AND TRENCH COVER PLATES PER CITY OF INDIO STANDARD PLANS 171,172 AND 174. 22. CONSTRUCT 4-INCHES ASPHALTIC CONCRETE PAVEMENT ON 6-INCHES OF CLASS 2 AGGREGATE BASE PER CITY OF INDIO STANDARD PLANS 171, 172, AND 174. �# CONSTRUCTION NOTES 21- SAWCUT EXISTING ASPHALT PAVING AND CONSTRUCT ROADWAY BEDDING, BACKFILL AND i TRENCH COVER PLATES PER CITY OF INDIO STANDARD PLANS 171, 172 AND 174. 22- CONSTRUCT 4-INCHES ASPHALTIC CONCRETE PAVEMENT ON 6-INCHES OF CLASS 2 AGGREGATE SASE PER CITY OF INDIO STANDARD PLANS 171, 172, AND 174. 23- GRIND PLANE AND OVERLAY 1.5-INCHES ASPHALTIC CONCRETE PAVEMENT PER CITY OF ' . INDIO STANDARD PLANS 172 AND 174. I //",7 INDID !CE N0. D-]94 o N CALL 811 AT LEAST TMID DAYS o AFORE YOU DIG Know what's }@IOW.SIAM ' w Call before you dig. o UNOOMRMW SERXX ALERT OF S01lnM fi&FORMA CONTRACTOR,. DMVVNBY DESIGNER'S SEAL ENGINEER: APPROVER'S SEAL APPROVED BY: f%MV nG lKinin 111 P Nn RYAN HEJICA INSPECTOR, If CORNELIU J. GANTNEY June4 024 ?g0v j TELEPHONE o (300)7W 2280 VSD SEWER SIPHON REPLACEMENT CROSSING AX SHEET No. C7 PREPARED FOR �QQ '�� J. fy NAME•',, THE COACIHELLA STORMATER CHANNEL AT ° v o ; �r e-, WESTWARD HO DESIGN f D,41'E COMP LETED:# R.C.E. Nv. 34674 �,�p, MANHOLE DETAILS AND GC=03 FI20JECS N❑. it NAME OF FIRM: CAROLLO ENGINEERS INC. NAME: RONALD E. SUCHWALD AS BlJlli• 14MEP- DATE: � �a '°°'" � GC' TRENCHLESS DETAILS - 3 BY DATE 11022D.10 � FIRM ADDRESS: 70i WILSHIRE BLVD, SUITE 3920 TITLE: ENGINEERING SERVICES MANAGER C+ �+ ILL 10 OF 12 SHEETS CONSTRUCTION RECORD ENGINEER R E V I S 10 N S LliAPP'D BATE sca�l.� LOS ANGELES, CA 90017 # CAS► RCE No. C 53121 61qJ2 CITY FILE No. 0 BASIS OF BEARING 4i-600 VAN BUREN, IND10, CA 92201 SrrE,ADCDRE S: f j BEI'+�f.I`lMARK.SEE SHEEP G-D SEE SHEET G-03 AS_SHOWN k� www.yalley-sanitary.org Q TELEPHONE # (213) 279-3311 FAX # (213) 572-0361 J INFORMATION ONLY 48240 TRAFFIC AREAS FINISH GRADE E:(. PVT-----"-. MINIMUM BACKELL COMPAC710N PER LOCAL AGENCY TRENCH REPAIR DETAIL SEE NOTE 3. PIPE 12-MN - I-.. uNDISTURBED� . IIu..Tn+E j . NON -TRAFFIC AREAS T FINISH SURFACE MINIMUM BACKFILL COMPACTION PER LOCAL AGENCY TRENCH REPAIR DETAIL TYPICAL MIN. RELATIVE COMPACTION 90%. BEDDING ZONE L MIN. 90x RELATIVE COMPACTION ' -I' HAND SHAPED BOTTOM IN = =1 1-' ' UNDISTURBED NATIVE FOR BOTH BELL AND OD. YIN. TR NCH P�6 CDO BE1124' STANDARD_ PIPE INSTALLATION HOT TO SCALE LEGEND ON PLAN NOTES; L ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321. 2, FOR TRENCHING IN IMPROVED STREETS, SEE THE LOCAL AGENCYS STANDARD DRAWINGS FOR TRENCH REPAIR AND SURFACING REQUIREMENTS (INSIO STD. 171 & 172. AND RIVERSIDE COUNTY STD. B18)- 3. THE BACKFILL ZONE ABOVE THE BEDDING ZONE SHALL BE COMPACTED PER THE LOCAL AGENCY'S STANDARD FOR TRENCH REPAIR (INDIC STD. 172 AND RIVERSIDE COUNT7' STD. 818). REV.I DATE I BY I REVISION VALLEY SANITARY DISTRICT PIPE BEDDING & TRENCH BACKFILL APPROVAL DATE: June2016 1 S-5 Ll .� � SBD-C-4500 J A FIBER MLSH MIN SUBGRAOE CONCRETE COLLAR 9sx REUTIVE LiN COMPACTION 955:U[� $€CATION A -A COMPKTKM war TO SCALE REV. DATE By IREVISION VALLEY SANITARY DISTRICT - MANH❑LE COLLAR IN ARTERIAL AND NON -ARTERIAL STREETS APPROVAL DATE: June 2016 1 5- 1 2 11 7 Y # CALL 811 ' AT LEAST ;MID DAYS BEFORE YOU DIG Know whars below. ' Call before you dig. D ILIN00MRIMIM 9MM ALERT OF S01lNM fiJI EORS z< N INSPECTOR, I I m) DATE COMPLETED: 2 AS BUILT DOMED- DATE: 13 D BY DATE > CONSTRUCTION RECORD IENGINEER 6 BASIS OF BEARING BENCHMARK SEs RSHEETG-0 REVISIONS SEE SHEET G-03 OR GROUND SURFACE SEE DWG 5-10 OR 5-11 FOR LID DETNLS . SEE D'frG 5-72 OR 5-13 FOR � MANHOLE OOLLAR DETAILS a , SEE LOP HRM, AGJUSRNG RINGS AS REWIRED 3 ROW. DETAIL MIX. -IS', MAX. TOP 9"w3-3' RINGS AT 93HT e N TOTAL LONG. SH4. S 5 BE HOT LESSTHAN 4, 7FNN 0.21 DISTRIBUTED UNIFORMLY . ORCUMMFEREHDALLY - " 3 w y 3 SEE JOINT DETAIL 7� CLS+ OIMN. 3 PAIR /2 BAR -LONG, RFINF,-MIN. 7 1 O a SEE NOTE 3 J' YNYIIY O ? SEE DETAIL A M 5 TOP RING DETAIL INLET 12 18 I SHELF SLOPE NOT TO SCALE •''r' 1" IN 12" OEE INVERT ELEVAIIDH A5 .I'w .. ,-'.. SHOWN ON THE PLANS "' - IN4ERi ELEVATIONN DEPTH OF CHANNEL SIIAIl EgIAAL THE PIPE DIAMETER FOR AS SHOWN ON 58o-C-3250 PWS 12' YIN. ALL SIZES OF PIPE, THE PLANS 2. WHU&V R PRACTICAL THE FRAME AND COVER SHALL BE PLACED OON0. IN BASE DIRECTLY OVER THE INLET OF THE STRUCTURE D]KM AS SECTIONAL ELEVATION A -A OTHERWISE NOTED ON PLANS - 3- 48' CIA- FOR 21' DLk OR SMALLER PIPE- (MINIMUM SIM W HOT TO SCALE DIAL FOR 2e Ilk OR LARGER PIPE. (MINIMUM SIZE) 4. LARGER DIAMETER MANHOLES MAY BE REQUIRED FOR 27' DIL OR LARGER PIPE- CHECK W ENGNEUL 5. MMuFACTURING METHODS AND MATERALS FOR PRE CAST UNI15 9EE NOTE 4 SHALL CONFORM TO ASTM C-478, 8. TAPERED HEIGHT 30" MIN. FOR 48' Mk TAPERED HEIGHT 24' MIN. 12" TO le FOR 90" DLl OR GREATER. 7. STRUCTURAL ELEMENTS OF LVIM40U SHRLL MEET ALL APPROPRIATE _ l ASTM STANOARDS. A 'k A 8. SEE MANHOLE FRAME AND COVER SID. DETAIL FOR SIZE AND TYPE 1 � 1 ow - --^ --- OUTLET � \ v• INLET ' 2' MAX. +�= rq-OR ECCEHTRM: 12' TO 1C'f I _ r"ONE SMOOTH FINISH, PLAN OF BASE I' » -- • -' NOT TO SCALE• WATER ROODl1'� srDP -. .. j ALL JOINTS SHALL fiEr�.- 1 SET IN A BED CFAIERT1 }'`••1a"a •- MORTAR TROWELED ., ` SMOOTH ON THE INSIDE AND SHALL BE PLUMB. - EI'O](Y ALL JOINTS SFYLLL BE - WATER CROUF NEATLY STRUCK AND STOP POINTED AND SHALL DE A MINIMUM THICKNESS DETAIL A OF 3/8' IN THICKNESS JOINT D ETA I L NOT TO SCALE HOT TO scuE REV. DATE BY REVISION VALLEY SANITARY DISTRICT REINFORCED PRECAST CONCRETE MANHOLE APPROVAL DATE: June 2018 1 S-B CARSONITE UTILITY MARKER TO BE WHITE BLACK LETTERS ` ► 3" HIGH Yc V D CARSONITE LML11Y 3'-4' MARKER 2' --s _D 3" 1" 3" 1" _ 3 s" V-6" 11 ■ ' MIN. ' TM' 3" NOTE: PLACE 6" 1" SEE LEGEND TAMPED BACKFILL FOR PROPER OVER CONCRETE ___. H MARKINGS AS SHOWN. 3" - � - 6. TI 550-C-3250 CONCRETE 1 (OPTIONAL) - .q r• • _ 4 I' 2'-3" MIN. _1 F REV. 1 DATE I BY I REVISION RYAN HEJKA PREPARED FOR vo 11022D.10 APP'Dj DATE AS -SHOWN LEGEND: CO CLEAN OUT MH MANHOLE AV AIR -VAC RELIEF VALVE VALLEY SANITARY DISTRICT SEWER MANHOLE MARKER POST APPROVAL DATE: June 2016 1 S- 1 9 1" HOLE PLAN NOT TO SCALE 24 26 24 �" d'� SECTION C SCALE HALF MOON SIDE PRY } I" PENTA HEAD OXT DRILL AND TAP FOR I'-20 UNC THREAD NEOPRENE 14DEEP C BORE CASKET (IF Ir DIA % J' DEEP REQUIRED) BOLT DOWN NOT TO SCALE NOTES: 1. ALL MATERIALS SHALL CONFORM TO ASTM A-48-CL350. 2. FRAME AND COVER SHALL BE MACHINED TO ENSURE CLOSE AND QUIET FIT3. CASi7NG SHALL BE DIPPED IN BLACK BITUMINOUS PAINT. 4. CASING SHALL MEET FEDERAL SPECIFICATION NO. RRF621. 5. FRAME AND COVER SHALL BE MARKED SEWER AS REQUIRED. 6, FRAME AND COVER SHALL HAVE AGENCY IDENTIFICATION "VALLEY SANITARY DISTRICT". 7. BOLT DOWN LID SHALL HAVE TWO (2) BOLT DOWN LOCATIONS PLACED 180' APART. 8. BOLT DOWN LID IS REQUIRED IN REMOTE LOCATIONS AS DIRECTED BY VSD STAFF. REV.I DATE I BY I REVISION VALLEY SANITARY DISTRICT STANDARD MANH❑LE FRAME & COVER - TYPE 11 A" APPROVAL DATE: June 2016 S- 1 1 r 2 2 REDUCER BEND TEE DR PLUG / 4 N 3 4 a + i �J SECTION 1 KIM VERTICAL BEND CROSS WITH VALVE ITEM DESCRIPTION TKRU►ItiT flu OARED AMA OMUM FI!1•'r} 1a CONSTRUCT SYMMETRICAL AROUND PIPE. PIPE SIZE 6' 3 111" 12' O2 THRUST BEARING AREA TEST PRESSURE (PSI) 150 150 150 200 U3 2- p 4 REINFORCING BARS (EPDXY COATED) N12' 75 11? 16 2.5 4 6 9 CONCRETE THRUST BLOCK -CLASS 560-C-3250 m 2 2 3.5 4.5 IN ACCORDANCE WITH S.S.P.W.C. 2 2 2 2.5 d HOOK END 6" MINIMUM PLUG 6 110,5 16 1 23 TEE/VALVE 3 5 8 11.5 NOTES: CROSS* 3 5 8 11.5 I- () WITH A VALVE REDUCER 2 4 7 1 10 Z- P1ip+A13E CALCULATIONS aY D1r51QN ZNDINE=R FOR CONIECTIONS GREATER THAN 12" SIZE, SrANDARD PLAN NUUBER ln!d tsr Authority %W"bmomr snp-map THRUST AND 709 A ANCHOR BLOCKS 9JEET , EY Z November 2016 RrM51ON DATE RENsI OI GATE MAN MACY P.. DA76 C!h'iAA! NAIfACER A11FAM DESIGNER'S SEAL ENGINEER: Q�olsslpy�! CORNELIU J. ANTNEY June 4r 2024 J. e, c� NAME c, f^ R.C.E. No. 34674 `-NO.34674 >� Dfi}5 0,246JTOD NAME OF FIRM: CAROLLO ENGINEERS, INC. Cl FIRM ADDRESS: 707 WILSHIRE BLVD, SUITE 3920 LOS ANGELES, CA 90017 TELEPHONE # (213) 279-3311 FAX # (213) 572-0361 HALF MOON g SIOE PRY A 1" HOLE ryry11 f STANDARD MANHOLE COVER (INNER COVER) NOT TO SCALE 24 }" 38 }' SET WEIGHT: LARGE FRAME 330 LBS LARGE COVER 320 LBS STANDARD COVER 155 Lffi TOTAL 805 LBS 22' SECTION OF COVER NOT TO SCALE HANDLING HOLE }" 3971 36 " gj -- 36" • 4 FRAME TOP VIEW NOT TO SCALE FRAME SECTION 1 NOT TO SCALE }" HOLE HANDLING HOLE DETAIL NOT TO SCALE NOTES: 1. ALL MATERALS SHALL CONFORM TO ASTM A-48-CL35B. 2. FRAME AND COVER SHALL BE MACHINED TO ENSURE CLOSE AND QUIET FIT 3. CASTING SHALL BE DIPPED IN BLACK BITUMINOUS PAINT. 4. CASTING SHALL MEET FEDERAL SPECIFICATION NO. RRF621. 5, FRAME AND COVER SHALL BE MARKED SEWER AS REQUIRED. S. FRAME AND COVER SHALL HAVE AGENCY IDENTIFKATION 'VALLEY SANITARY DISTRICT-. REV. DATE BY REVISION VALLEY SANITARY DISTRICT MANHOLE FRAME & COVER - TYPE IIBII APPROVAL DATE: June 2016 S' 1 1 N I 2 L HALVE SECTION 2 ;TEAL I DESCRIPTION THRUST BEARING AREA (SQUARE FEET) (D FXF R/W GATE VALVE O.I. AWWA C505 PIPE SIZE 6" $" 10" 12" O THRUST BEARING AREA TEST PRESSURE (PSI) 150 1 150 151) 200 90' 4 T5 11.5 16 VERTICAL ANCHOR (CUBIC FEET OF P.C.C.) No 45' 2.5 4 6 9 PIPE SIZE 8" 8" 10" 12' m 22.5' 2 2 3.5 4.5 TEST PRESSURE (PSI) 15D 1 150 150 200 11.25 2 2 2 12.5 90' 62 111 173 249 PLUG 6 1G.5 16 1 23 4W 44 78 122 176 TEE/VAL 3 5 8 11.5 22,5' 24 42 56 95 CROSS ' 3 5 8 11.5 11-27 12 22 34 49 4 WITH A VALVE REDUCER 1 2 4 7 10 NOTES: TABLE(S) BASED ON SOIL BEARING VALUE 1. THRUST BLOCKS MUST BEAR ON UNDISTURBED OF 15GO Ib, PER SQUARE FDOT. SOIL, CALCULATIONS MUST BE SUBMITTED FOR OTHER SOIL BEARING VALUES OR OTHER 2. CONCRETE FOR THRUST &ANCHOR BLOCKS SHALL BE OF CLASS 560-C-3250 IN TEST PRESSURE IN WATER MAIN. ACCORDANCE WITH S.S.P.W.C. IT SHALL BE POURED (12" THICK MIN.) AGAINST UNDISTURBED SOIL. P.C.C. SHALL BE KEPT CLEAR OF JOINTS & BOLTS. 3. WHEN BOLTED JOINTS ARE UTILIZED, SET FORMS TO SEPARATE BOLTS FROM P.C.C. TO ASSURE ACCESS TO BOLTS & JOINTS, VALVE AND PIPE SIZE (L) LENGTH (W) WIDTH (T) THICKNESS 6" 2' 2'-0" 12" 8" 3' 2'-2" 14" 10" 3' 2'-4" 14" 12" 4' 2'-6" 15" STAPDARD PLAN NUMBER lno Water Authority THIRIUST AND ANCHOR BLOCKS 34L1T O � November 2018 RFV151CN CATS 3 V SInN ]A BRIAN MACY P- . DATE 6f IERA�AfrM.IfiO4 APPROVER'S SEAL APPROVED BY: v ofwl � E• Bar o�L NAME: RONALD E. SUCHWALD y, CPAL TITLE: ENGINEERING SERVICES MANAGER 't At ....Ir{1 RCE No. C 53121 DATE: 6/yl z'1 TELEPHONE (760) 238Z alo OUT OF PAVEMENT MOTTO SCALE REV. DATE BY I REVISION VALLEY SANITARY DISTRICT MANHOLE COLLAR 13UT OF PAVEMENT APPROVAL DATE: June 2016 1 S- 1 3 FAX (300) 75D - V IF D 45-600 VAN BUREN, IND10, CA 92201 www.yalley-sanitary.org CITY OF INDIO VSD SEWER SIPHON REPLACEMENT CROSSING THE COACHELLA STORMWATER CHANNEL AT WESTWARD IRO DESIGN VALLEY SANITARY DISTRICT STANDARD DETAILS SFTE ,ADDRESS: I.P. No. SHEET No. c=0 11 OF 12 SHEETS INFORMATION ONLY 48241 STREET STRUCTURAL SECTION DESIGN REQUIREMENTS FOR PRIVATE AND PUBLIC STREETS STREET STRUCTURAL SECTIONS SHALL BE DETERMINED BY USING THE CALTRANS METHOD PUBLISHED IN CHAPTER 6 OF THE HIGHWAY DESIGN MANUAL (APPLYING THE FACTOR OF SAFETY (F.S.) TO THE ASPHALT CONCRETE (A.C.) LAYER FOR ALL TRAFFIC INDICES) AND COMPARED AGAINST THE MINIMUM STRUCTURAL SECTION REQUIRED BY THE CITY (SHOYM BELOW) THE MORE STRINGENT REQUIREMENT SHALL APPLY. UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER, ALL STREET SECTIONS SHOWN ON THE IMPROVEMENT PLANS ARE TENTATIVE. SOILS TEST SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE R-VALUE TO USE IN THE CALCULATION. THE CITY WILL SUPPLY THE TRAFFIC INDEX (T.I.) TO USE. ALL PROPOSES} STRUCTURAL SECTIONS (WITH BACK-UP MATERIAL USED IN CALCULATIONS) SHALL BE SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. THE FOLLOWING ARE THE CITYS MINIMUM REQUIREMENTS TO USE IN DETERMINATION OF THE STREET STRUCTURAL SECTION: STREET MIN, MIN. MIN. AC LAYER CLASSIFICATION (TOP/MIDDLE/BOTTOM) ALLEY 5 3 4.0" 4.0" 1 5" / 2 5" RES"RIlAL 0mvATE) 9:5 4.0" 4.0' 1.5' / 2.5' COLLECTOR 7.0 4A' &Y, 1.5" / 2.5" SECONDARY 7.5 5-0" 8.0" 2 0" / 3 0" ARI15RIAL 9.0 53.0" 12.0" 1.5' / 2.0' / 2.5" YADENEI) ARTERIAL 13.5 6X 1410' 1.5' / 2.0' / 15' NOTES: 1. FIRST NUMBER SHOWN UNDER AC LAYER THICKNESS COLUMN IS THE SURFACE LAYER. a 2. MAXIMUM A.C. LAYER THICKNESS MAY NOT EXCEED 3.0-INCHES. 0 3. ALL A.C. SECTIONS GREATER THAN 5" SHALL BE PLACED IN AT LEAST THREE (3) LIFTS. m 4. BASE: BASE MATERIAL SHALL CONFORM TO CLASS 2 AGGREGATE BASE (AB) SPECIFICATIONS PER SECTION 26 OF CALTRANS STANDARDS SPECIFICATIONS, LATEST EDITION. S 5. A.C. LAYERS: ASPHALT CONCRETE (A.C.) SHALL CONFORM TO SECTION 39 OF CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION. ALL BASE LAYER(S) OF A.C. SHALL CONFORM TO THE GRADING FOR P 3/4-INCH MAXIMUM, MEDIUM MATERIAL; AND THE SURFACE A.C. LAYER SHALL CONFORM TO THE GRADING FOR 1/2-INCH MAXIMUM, MEDIUM MATERIAL. BITUMINOUS BINDER TO BE MIXED WITH THE MINERAL o AGGREGATE SHALL BE STEM REFINED PAVING ASPHALT, PERFORMANCE GRADE (PG) ASPHALT BINDER PG 70-10 CONFORMING TO SECTION 92 OF THE CALTRANS' STANDARD SPECIFICATIONS, LATEST EDITION. a 6, THE STRUCTURAL SECTION FOR A PARKING LOT, PRIVATE OR PUBLIC, SHALL BE A MINIMUM OF 4" OF r ASPHALT CONCRETE OVER 4" OF CLASS 2 AGGREGATE BASE_ " STREET STRUCTURAL GS�,B„6 7AN AYA, P.E. DATE SECTION DESIGN NpNEER RGE 66510 REQUIREMENTS REV, DRAWN BY: APP;t: DATE: Js MAY 2016 5TANDAR,1 PI AN N,).; MONUMENT DESCRIPTION AND SCHEDULE TYPE "1": TYPE "1" MONUMENTS SHALL BE OF THE TYPE SHOWN ON STD 512. SHEET 1 OF 2. TYPE "1" MONUMENTS SHALL BE USED FOR STREET INTERSECTIONS, CENTERLINE CONTROL INCLUDING ANGLE POINTS AND BEGINNINGS AND ENDINGS OF CURVES, OR ANY OTHER LOCATION WERE PERMANENT SURVEY POINTS ARE IN PAVED SURFACES. TYPE "2"; TYPE "2" MONUMENTS ARE TO BE TWO INCH (INSIDE DIAMETER) IRON PIPE THIRTY INCHES (30-) LONG. A METAL DISC OR BRASS CAP BEARING THE REGISTERED CIVIL ENGINEER OR LAND SURVEYOR NUMBER SHALL BE SECURELY AFFIXED TO THE TOP OF THE PIPE. THE TOP SURFACE OF THE MONUMENT SHALL BE SET AT OR WITHIN 12 INCHES OF THE FINISH SURFACE. TYPE "2" MONUMENTS SHALL BE USED FOR MAP BOUNDARY CONTROL UNLESS TYPE "1" WOULD BE MORE APPROPRIATE. TYPE '3": TYPE "3" MONUMENTS ARE TO BE ONE INCH (INSIDE DIAMETER) IRON PIPE THIRTY INCHES (30") LONG. A METAL DISC OR BRASS CAP BEARING THE REGISTERED CIVIL ENGINEER OR LAND SURVEYOR NUMBER SHALL BE SECURELY AFFIXED TO THE TOP OF THE PIPE. THE TOP SURFACE OF THE MONUMENT SHALL BE SET AT OR WITHIN 12 INCHES OF THE FINISH SURFACE. TYPE "3" MONUMENTS SHALL BE USED FOR INTERIOR SUBDIVISION LOT CORNERS. TYPE "4"; TYPE '4" MONUMENTS SHALL CONSIST OF A LEAD PLUG OR A STEEL PIN WITH A METAL I.D. DISK SET IN THE TOP OF PERMANENT CONCRETE STRUCTURES SUCH AS CURB, OR MASONRY WALL. COMMONLY CALLED "LEAD & TAG" MONUMENTS, THEY MAY BE USED IN LIEU OF THE FRONT LOT CORNERS, SET IN THE TOP OF CURB ON THE PROLONGATION OF THE SIDE LOT LINES. THEY ALSO MAY BE USED IN LIEU OF REAR PROPERTY CORNERS WHERE THERE IS A MASONRY WALL CLOSE TO THE REAR PROPERTY LINE. THE TAGS WOULD BE SET ON BOTH SIDES OF THE WALL AND NOTED ON THE SUBDIVISION MAP AS "POINTS ON LINE", UNLESS THE TRUE CORNER IS COEXISTENT WITH THE WALL AND THE TAG CAN GO ON TOP OF THE WALL. ALTERNATIVE MONUMENTS; WITH ADVANCE PERMISSION FROM THE CITY ENGINEER, SOME ALTERNATIVE MONUMENTS MAY BE ACCEPTABLE IF THEY MEET THE FOLLOWING CRITERIA: 1.) MONUMENT MUST BE LOCATABLE WITH A STANDARD FERROUS METAL DETECTOR P 1) LICENSE NUMBERS MUST BE ON AN ATTACHED BRASS DISK OR STAMPED INTO BRASS CAP (PLASTIC CAPS OR PLUGS ARE NOT ACCEPTABLE) 3.) MONUMENT MUST BE A DURABLE METAL, RUST RESISTANT, AND ABLE TO RESIST ANY CASUAL MOVEMENT OR WITHDRAWAL ATTEMPTS. JOIN EXISTING A.C. PAVT. NOTE: IF EITHER THE EXISTING A.C. OR A.B. IS THICKER THAN PER WITH SMOOTH BUTT JOINT STANDARD PLAN NUMBER 171, THEN THE EXISTING A.C. OR A.B. -(N❑ FEATHERING) THICKNESS SHALL BE USED. SAW CUT Ar MI TRENCH WIDTH 1' MI .. GRIND AND IT -CUM VARIES T-CUT■I OVERLAY �--EXISTING A.C. PAVT. ' cN A B / - THE 'T-CUT" IS REMOVAL AND REPLACEMENT OF BOTH GRIND AND THE ASPHALT AND BASE LAYERS. OVERLAYS COMPACTED EARTH FILL, MIN. RELATIVE COMPACTION 95Y, 6" MAX. LIFTS FOR LONGITUDINAL TRENCH CUTS AND FOR TRANSVERSE TRENCH CUTS USE A 2-SACK CONCRETE SLURRY PER THE "GREEN BOOK". TRENCH SIDE N COMPACTED EARTH FILL, MIN. RELATIVE COMPACTION 95X, SLOPES MAY 8" MAX. LIFTS FOR LONGITUDINAL TRENCH CUTS AND FOR VARY ? TRANSVERSE TRENCH CUTS USE A 2-SACK CONCRETE a a SLURRY PER THE "GREEN BOOK'. ® BEDDING PER PLANS AND SPECIFICATIONS (MIN. 90% RELATIVE COMPACTION) "T-TRENCH" DETAIL * AS REQUIRED (SEE BELOW) NOT TO SCALE LONGITUDINAL O" TO 12' WIDE - REPAIR TRENCH WIDTH, PLUS 1.5" GRIND AND OVERLAY FROM LANE LINE TO LANE LINE. > 12' VIDE - REPAIR TRENCH WIDTH PLUS AN ADDITIONAL 1' "T-CUT' ON BOTH SIDES, PLUS 1.5' GRIND AND OVERLAY FROM LANE LINE TO LANE LINE. TRANSVERSE TRENCH CUTS (PERPENDICULAR TO CENTERLINE OF ROW O' TO 12" WIDE - REPAIR TRENCH WIDTH ONLY. 12' TO 24" WIDE - REPAIR TRENCH WIDTH PLUS AN ADDITIONAL 1' "T-CUT" ON BOTH SIDES. >24' WIDE - REPAIR TRENCH WIDTH PLUS AN ADDITIONAL 1' 'T-CUT" ON BOTH SIDES, PLUS 1.5' GRIND AND OVERLAY FOR AN ADDITIONAL 3' ON BOTH SIDES. SHOULDER TRENCH CUTS AT EDGE OF GUTTER - REPAIR TRENCH WIDTH ONLY (NO "T-TRENCH"). OFF EDGE OF GUTTER - NO LESS THAN 2' "FLOATER' BETWEEN TRENCH AND GUTTER. SLURRY OR FOG SEAL MAY BE REQUIRED UNLESS THE ROADWAY IS A DESIGNATED BIKE ROUTE, WHICH WOULD REQUIRE A 1.5" THICK GRIND AND OVERLAY FROM EDGE OF GUTTER TO LANE LINE. Ut( '06n�/,b TRENCH BAE REPAIRREd "�4`o WY. LA: 14A�ar AF: 'p DATE. DETAIL MAY 20'F I 1 STANDARD PLAN "0.- 172 SHEET 1 OF 2 BEARING BLOCKS (SEE TABLE) TURNBUCKLE - TARE CUPS WRE ROPE- I 5}}, y1 L� 4x4 TIMBER BLOCK S' LONG (rYPy -A ELEVATION BEARING BLOCKS 2' THICK TIMBER PADS - J,1 (SEE TABLE) STEEL SUPPORT BEAMS (SEE TAE ZK12 OR TIMBER 2 BLOCKS (SEE TABLE) .I DETAIL "Z' TURNBUCKLE (SEE TABLE) - VERTICAL s MARE ROPE SHORING AS CLIPS EACH SIDI REQUIRED Q 3" O.C. WIRE ROPE s 411 �� E%ISTING EKISTiNG �_-_-_- PIPE 1 PIPE 1 4x4 TIMBER - I BLOCKS B' LONG (TYP) - NOTE- A MINIMUM OF 2 RANGER ASSEMBLIES PER JOINT OF PIPE WIRE ROPE THIMBLE 111 2" THICK TIMBER PADS STEEL BEAM STANDARD TURNSUCKL (SEE TABLE; il 3 WIRE RC CUPS EAC 0 3- o.0 NOTE; SEE STANDARD 512. SHFT 1 OF 2, FOR MONUMENT DETAILS. SEE STANDARD 51G FOR TIE-DUT STANDARDS AND STANDARD 511 FOR MONUMENTATION LOCATIONS. MONUMENT DETAILS ' Hv Ps cm c-A 95'6 4 ANDS ANDAR€]S � )kbym BY; APPT: 1DATE; F 'F STANDMI) PLAN No.: 1 L SHEET 2 OF 71 C7 ar CALL 811 ' AT LEk T TWO DAYS o BEFORE YOII DIG Know what'$ below.WR, u, Call before you fig. ': o WDOGU Ha SMVU 4M OF SQUNM CwLFORMA C CONTRACTOR: DRAWN BY DESIGNER'S SEAL FNC-,INEFR- APPROVER'S SEAL I APPROVED RY- nc IAIf7In I P NA DETAIL "i" DETAIL "2" SECTION A -A COUNTY SANITATION DISTRICTS OF LOS ANGELES COUNTY OFFICE OF CHIEF ENGINEER STANDARD DRAINING crull-'' KV4ffR' STANDARD TEMPORARY PIPE SUPPORT s a - EDITION 2 C1#F 04CyNFER SHEET 1 OF 2 SPECIAL NOTES FOR TRENCH REPAIR DETAIL A. ASPHALT CONCRETE (AC.): 1, A.G. SURFACE LAYER, OR CAP, SHALL BE 1/2-INCH MAXIMUM, MEDIUM, PG 70-10 MATERIAL PER CALTRANS SPECIFICATIONS. 2. A.C. BASE OR BOTTOM, LAYER(S) SHALL BE 3/4-INCH MAXIMUM, MEDIUM, PG 70-10 MATERIAL PER CALTRANS SPECIFICATIONS. 3. MAXIMUM A.C. LIFT THICKNESS = 30'. 4. ALL A.C. BASE LAYERS AND ALL EDGES TO RECEIVE HEAVY TACK COAT. 5. WHEN SURFACE WIDTH OF A.C. TRENCH TO BE PAVED IS 10', OR WIDER, A BARBER-GREENE PAVER, OR EQUAL, SHALL BE USED. B. AGGREGATE BASE (A.B.): 1. AGGREGATE BASE (A.B.) SHALL BE CLASS II A.B. PER CALTRANS SPECIFICATIONS. 2. ALL A.B. AS PART OF STRUCTURAL SECTION SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. 3. A.B. MAY BE USED AS TRENCH BACKFILL; HOWEVER, THE PORTION THAT IS PART OF THE STREET STRUCTURAL SECTION M2 THE ADDITIONAL TOP 12' OF A.B. SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. C. CONCRETE, 2 SACK SLURRY- 1. FOR TRENCH WIDTHS LESS THAN 12% CONCRETE SLURRY MAY BE BROUGHT TO 4" MIN. BELOW TOP OF A.C. SURFACE. 2. FOR TRENCH WIDTHS GREATER THAN 12", CONCRETE SLURRY MAY BE BROUGHT TO BOTTOM OF A.B. LAYER (I.E. NEED COMPLETE A.B. AND A.C. LAYERS). D. TIMING OF FINAL A.C. LAYER (OR CAP) 1. THE A.C. SURFACE LAYER, OR CAP, SHALL BE PLACED THE SAME DAY AS THE BASE A.C. UNLESS SPECIFICALLY APPROVED OTHERWISE BY CITY ENGINEER. 2. IF THE A.C. SURFACE LAYER IS NOT PLACED THE SAME DAY AS THE BASE A.C. LAYER(S), THEN, • NO 'LIPS' SHALL BE LEFT OPEN TO TRAFFIC ("UPS" SHALL BE RAMPED, y TRENCH CAPPED WITH COLD -MIX, OR OTHERWISE ADDRESSED TO SATISFACTION OF THE CITY ENGINEER). THE A.C. SURFACE LAYER SHALL BE PLACED AS SOON AS POSSIBLE. BUT IN NO CASE LONGER THAN 14 CALENDAR DAYS, AFTER THE BASE A.C. LAYER(S) ARE PLACED. " E. SPECIAL SITUATIONS: 1. THE CITY ENGINEER MAY REQUIRE ADDITIONAL REQUIREMENTS FOR TRENCH REPAIR FOR SPECIAL SITUATIONS. 2. SPECIAL SITUATIONS SHALL INCLUDE, BUT NOT BE LIMITED TO: i) MULTIPLE TRENCHES IN SAME AREA, 2 TRENCHING ON ROAD CAPPED WITH RUBBER ASPHALT, AND y, 3 TRENCHING IN ROADWAY THAT WAS PAVED WITHIN THE PAST 3 YEARS $$ (THIS WILL DNLY BE ALLOWED IN UMITT"D CIRCUMSTANCES). n SPECIAL NOTES �;� FOR " Bry =RFe: q, TRENCH REPAIR !t STANDARD PLAN No.: 172 SHEET P OF 2 TABLE OF MEMBER SIZES {PART II PIPE SIZE STEEL BEAMS ROPE TURNBUCKLE SPAN tr-10' 1r-1s 1s'-za x+•-3D• 3,'-4D' 8"-10' w6x9 w6x8 w6x9 w6x18 wlOx22 3W TIP' 12"-15' w6x9 wax15 w6x20 w10x22 w12x30 318" 1W IIY-21" w6x9 w8x1B w8x24 w1ox33 w12x 53 318" 1W 24"-27- W8x15 w8x18 w8x28 w12x40 w12x72 318" 1W 30" w6x15 w8x18 w8x31 w12x53 2 - w 12x 53 Ur 5W 33" w8x1S w8x24 w10x33 w12x65 2-w12x65 11T 5W 36' w8x18 w10x22 w10x33 w12x72 2-w12x65 112" 5187 37 wax 18 w10x22 w10x39 w12x72 2-w12x72 1W 518' 42' w8x18 WIOK22 w10x49 w12x79 2-w14x61 1W 5r8" 48" wax16 w12x30 w12xS3 112, 518" Sc wlox 22 w12x30 w12x53 - - 50 aw ST w10x22 w12x40 w12x85 518" 314" W w1Dx33 w12x53 2-w12x53 518" 3A4' 72' w12.W w12x53 2-w12x65 518" 7W TABLE OF MEMBER SIZES (PART Iq PIPE SIZE BEARING BLOCKS SPAN 01-10, 11'-15• 19-20' 21'-30' 3V-40' 8'-10, 1-2x12x7 1-2x12x2' 2.2x12xZ 2-2x12x2' 2-2x12x2' 12%16' 1-2x12x7 1-2x12x2' 2-2x12x2' 2-2x12x2' 2-4x12x3' 18"-21" 1-2x12x7 1-2x12x3' 2-2x12xY 2-4xi2x3' 2-4x12x4' 24"-27" 1-2x12x3' 2-2x12x2' 2-2x12xN 2-4x12x5' 3-4x12x4' NY 1-2x12x3' 2-2x12xY 2-4x12xW 3-4x 12 It 4' 3-4x12x5' n. 2-2x12x2' 2-2x12xV 2-4x12xW 3-4x12x5' 3-4x12x8' 36" 2-2x12xZ 2-2x12xY 2.4x12xW 3-4x12x5-( 4-4x12xU-V 39, 2-2x12x3' 2-4x12xN 2.4x12x5' 4-4x12x5' 4-4x12x8• 42" 2-2x12x3: 2-4x12x4' 2-4x12x5' 4-4x12x64r 4-4x12x8'4r 48" 2-4x12x4' 2-4x12xV 3-4x12x5 54" 2-4x12x4' 2-4x12xV 3-4x12x5 - 60" 2-4x12x4' 3-4x12xV 3.4x12x5' - 68" 2-4x12x5 3-4x12xV 3-4x12xV - 72" 2-4x12x5 3-4x12x5' I 4-4x12x5' - NOTES. 1, FORTY-EIGHT HOURS PRIOR TO COMMENCING CONSTRUCTION OF THE TEMPORARY SUPPORT. THE CONTRACTOR SHALL CONTACT THE DISTRK:T SUPERINTENDENT OF MAINTENANCE AT (3231 774.7272. 2. APPROVAL SHALL BE OBTAINED FROM THECOUNTY SANITATION DISTRICT REPRESENTATIVE OF THE SPIN TO BE USED IN DETERMINING THE SIZE OF THE STEEL BEAM. 3- ALL WORK ON THE TEMPORARY SUPPCRT SHALL BE DONE ONLY IN THE PRESENCE OF THE COUNTY SANITATION DISTRICT REPRESENTATIVE. 4, THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE ADEQUACY OF THE TEMPORARY SUPPORT AND FOR THE MANNER IN MICH IT IS INSTALLED. 5, FOR PIPES AND MEMBER SIZES NOT SHOWN IN THE ABOVE TABLES, THECONTRACTOR SHALL SUBMIT DETAILS OF THE PROPOSED SUPPORT AND CALCULATIONS PREPARED BY CIVIL STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA TO THE COUNTY SANITATION DISTRICT REPRESENTATIVE FOR WRITTEN APPROVAL PRIOR TO COMMENCING CONSTRUCTKIN- B- APPROVAL SHALL BE OBTAINED FROM THE COUNTY SANITATION DISTRICT REPRESENTATIVE PRIOR TO USING MEMBERS OR PARTS OF THE TEMPORARY SUPPORT DIFFERENT THAN DETAILED- 7, LARGER STEEL BEAMS VNTH CORRESPONDINGLY LARGER SECT[ON MODULI MAY BE SUBSTRLITED- COUNTY SANITATION DISTRICTS OF LOS ANGELES COUNTY OFFICE OF CHIEF ENGINEER STANDARD DRAWING STEPHEN R. M4GUIN 2006 EDITION CHIEF ENGINEER STANDARD TEMPORARY PIPE SUPPORT 5 - a - 2 2 2 SHEET 2 OF 2 12" MIN. STEEL PLATE SEE NOTE 1 REPAIR PAVEMENT SECTION IN ACCORDANCE WITH PERMIT REQUIREMENTS TRENCH AND CITY STANDARDS MILLING DEPTH TO MATCH PLATE THICKNESS (MINIMUM). PACK JOINT WITH TEMPORARY A.C. TYPICAL TRENCH PLATE DETAIL NOT TO SCALE NOTE& 1. THE CONTRACTOR SHALL PROVIDE A MINIMUM 12' LAP OF STEEL PLATE ON EACH SIDE OF TRENCH TO ASSURE NO SLIPPING OF PLATE OR COLLAPSING OF TRENCH WALL. WHERE 12" LAP CAN NOT BE MET, ENGINEERING DESIGN IS REQUIRED AND SHALL BE APPROVED BY THE CITY ENGINEER, 2. STEEL PLATE MUST FIT SNUG WITHIN THE RECESSED AREA AND INSTALLED TO OPERATE WITH MINIMUM NOISE. 3. THE PAVEMENT SHALL BE COLD PLANED TO A DEPTH EQUAL TO THE THICKNESS OF THE PLATE, AND TO A WIDTH AND LENGTH EQUAL TO THE DIMENSIONS OF THE PLATE. 4. THIS STANDARD SHALL BE IMPLEMENTED ON ALL PROJECTS WITHIN VEHICULAR TRAVEL WAY WITH POSTED SPEED LIMIT OVER 30 MPH UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. n 5. MULTIPLE PLATES MUST BE TACK WELDED AS NEEDED TO SECURE PLATES, 6' MINIMUM. n 6. ALL PLATES MUST MEET REQUIRED TRAFFIC LOADS, AND BE SKID -RESISTANT. THE CONTRACTOR SHALL BE . RESPONSIBLE FOR THE APPROPRIATE SELECTION AND MAINTENANCE OF THE STEEL PLATES. 5 7. STEEL PLATES MUST BE REMOVED AND PERMANENT PAVEMENT SHALL BE PLACED WITHIN FIFTEEN (15) CALENDAR DAYS OR AS APPROVED BY THE CITY ENGINEER. a 8 THE CONTRACTOR SHALL PLACE "STEEL PLATES AHEAD' (WB-24) SIGHS: • RECESSED oess,e • IUAN AYA. P.E. TRENCH PLATE CITY NGINEER r+rpPl rl�l� RCE 6851❑ DETAIL DRAWN Br. i MAY 2016 I r S-ANpAfi l} PI.AH Nq,;174 STAMPED R.E, OR L.S. NUMBER f i�11 II I I I I I I I 4�1 I I I II II I I I II II I I I I II II I t 1/2' TOP OF PAVING 1 IT iii II )711111 I�I II II I BRASS OR BRONZE HEAD 7/a' PERMANENT COMPRESSION FIT 5/8" I i STEEL CORE MOLTEN I Z I JOINTING i i TYPE "1" MONUMENT € NOTE: SEE ST0 512, MEET 2 OP 4 FOR MONUMENT DESCREP110H AND SCHEDULE '�,,,"+ MONUMENT DETAILS CM x.a, w.L DAr- .r,* °� N��NL"R AND STANDARDS R 58514 } 4•��y REV DAAW!N RT xpr"; OxIT. F YAI 2106 STANDARD PLAN SHEET I O Not 512_ RYAN H EJ KA INSPECTOR; CORNELIUS J. GANTNEY TELEPHONE FAX SHEET No. C` PREPARED FOR ��OFLssl HId NAME June 4, 2024 vocal (160)zSe"6M (300)780-22aa VSD SEWER SIPHON REPLACEMENT CROSSING �c DATE E. Br_r. THE COACHELLA STORMWATER CHANNEL AT vso" ' WESTWARD HO DESIGN aIa7E COMPLETED, ti R.C.E. No. 34fi74 fill0. S3ia1 GC=0 c1cCITY OF INDIO STANDARD wa+s7 PLAIN PROJECT no. # NAME OF FIRM: CAROLLd ENGINEERS, INC. ft NAME: R{h1ALD E. BLICI IVYPkLD � AS BUILT C41L�P- DATE: BB,ass6lv:�,zarco FIRM ADDRESS: 707 WILSHIRE BLVD SUITE 3920 TITLE, ENGINEERING SERVICES MANAGER 8Y DATE tt0220 SO+ CAL � ! 12 OF 12 SHEETS CONSTRUCTION RECORD ENGINEER R E V I S 10 N S APP'D DATE Sloe LOS ANGELES, CA 90017 OF CAL%F R E No. O 5 721 61qJ2 CITY FILE No. BASIS OF BEARING I .-SOO VAN BUREN, IND10, CA 9 201 SITE ADDRESS: B E NIGH MARK, sEE sHr:ET cc SEE SHEET G-03 AS_SHOtiVN DATE. www.valley-sanitary.org TELEPHONE # (213) 279-3311 FAX # (213) 572-0361 INFORMATION ONLY 48242 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2024-0123 The followina shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The followina 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 two inches (2") 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. PERMIT NO. ENC2024-0123 Valley Sanitary District (VSD) / Sewer Siphon Replacement / Westward Ho Dr East of Jefferson St In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. The permittee shall 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. 4. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 5. James W Folwer Co. (Matthew Mills), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 7. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m. 8. 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. 9. 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. Special Conditions Page 1 of 5 PERMIT NO. ENC2024-0123 Valley Sanitary District (VSD) / Sewer Siphon Replacement / Westward Ho Dr East of Jefferson St 10. 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. 11. 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. 12. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 13. 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. 14. 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. 15. 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. Special Conditions Page 2 of 5 PERMIT NO. ENC2024-0123 Valley Sanitary District (VSD) / Sewer Siphon Replacement / Westward Ho Dr East of Jefferson St 16. 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 17. 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. 18. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 19. 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. 20. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of a. Possible traffic delays b. Time of construction c. Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 21. 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. Special Conditions Page 3 of 5 PERMIT NO. ENC2024-0123 Valley Sanitary District (VSD) / Sewer Siphon Replacement / Westward Ho Dr East of Jefferson St C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 22. 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. 23. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. 24. Access and egress to all local properties shall be maintained at all times. 25. 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. Special Conditions Page 4 of 5 PERMIT NO. ENC2024-0123 Valley Sanitary District (VSD) / Sewer Siphon Replacement / Westward Ho Dr East of Jefferson St 26. 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. 27. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 28. 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. 29. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 5 of 5 / ACOR" CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 11 /15/2024 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 Parker Smith & Feek Insurance LLC 2233 112th Ave NE Bellevue WA 98004 CONTACT NAME: PHONE FAX AIC No Ext : 425-709-3600 AIC No), ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Zurich American Insurance Company 16535 License#: PC-1719201 INSURED JAMEWFO-01 James W. Fowler Co. INSURER B : SAIF Corporation 36196 12775 Westview Drive INSURER C : INSURER D: Dallas, OR 97338 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 1384971036 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/DDIYYYY POLICY EXP MM/DDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY Y GL0765329401 11/1/2024 11/1/2025 EACH OCCURRENCE $1,000,000 CLAIMS -MADE � OCCUR TED PREMISES (Ea oDAMAGE TO ccurrence) $ 1,000,000 MED EXP (Any one person) $ 15,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 � JPRO- POLICY LOC PRODUCTS - COMP/OP AGG $ 2,000,000 X WA Stop Gap $ 1,000,000 OTHER: WA Stop Gap A AUTOMOBILE LIABILITY BAP765329501 11/1/2024 11/1/2025 COMBINED SINGLE LIMIT Ea accident $1,000,000 X BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ X PROPERTY DAMAGE Per accident $ HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ B A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N Y 812482 WC969611413 10/1/2024 10/1/2024 10/1/2025 10/1/2025 X PER OTH- STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? ❑ N/A E.L. DISEASE - EA EMPLOYEE $ 1,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Public Works Fee Schedule. City of La Quinta is included as Additional Insured on the General Liability Policy, if required by written contract or agreement, subject to the policy terms and conditions. This Insurance is Primary & Non -Contributory on the General Liability, if required by written contract or agreement, subject to the policy terms and conditions. A Waiver of Subrogation is provided in favor of the City of La Quinta on the Workers Compensation, if required by written contract or agreement, subject to the policy terms and conditions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of La Quinta 78495 Calle Tampico La Quinta, CA 92253 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD (4) Does not apply to 'bodily injury" or "property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. B. Solely with respect to the insurance afforded to any additional insured referenced in Section A. of this endorsement, 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 failure to render, any professional architectural, engineering or surveying services including: 1. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. C. Solely with respect to the coverage provided by this endorsement, the following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV — Commercial General Liability Conditions: The additional insured must see to it that: (1) We are notified as soon as practicable of an 'occurrence" or offense that may result in a claim; (2) We receive written notice of a claim or "suit" as soon as practicable; and (3) A request for defense and indemnity of the claim or "suit' will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written D. Solely with respect to the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition under Section IV — Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same 'occurrence", offense, claim or "suit'. This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. E. This endorsement does not apply to an additional insured which has been added to this Coverage Part by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. U-GL-2162-A CW (02/19) Includes copyrighted material of Insurance Services Office. Inc.. with its permission. Page 3 of 4 b. V%ffll not be wader than that which you are required by the contract or agreement to provide for such additional insured. 2. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits of Insurance. The most we will pay on behalf of the additional insured !is the amount of insurance: a. Required by the -written contract or written agreement you have entered into with the additional insured: or b. Available under the applicable Limits of Insurance shown in the Declarations: whichever is less. Theinsurance provided by this Paragraph D. shall not increase the applicable Limits of Insurance shown in the Declarations. E. Additional Insured — State Or Governmental Agency Or subdivision Or Political Subdivision — Permits Or Authorizations 1. Section 11 —Who Is An Insured Is amended to include as an additional insured any state or governmental agency or subdivision or political subdivision that you have agreed in, a written contract or written agreement or that you are required by statute. ordinance or regulation to name as an additional insured-, subject to the following provisions: a. This insurance applies only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has 'Issued a pen -nit or authorization. b. This insurance does not apply to: (1) "Bodily inlury', "property damage" or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality: or (2) 'Bodily injury" or "property damage included within the "products -completed operations hazard". However, the insurance afforded to such additional insured: 3. Only applies to the extent permitted by law-, and b. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 2. With respect to the insurance afforded to these additionaf insureds, the following is added to Section III — Limits of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the written contract or written agreement you have entered into with the additional insured, or b. Available under the applicable Limits of insurance shown in the Declarations-. whichever is less. The insurance provided by this Paragraph E. shaft not increase the applicable Limits of insurance shown in the Declarations. rage — 1. Exclusion 0. of Section 1 =Coverage IS —Personal And Advertising injury Liability is replaced by the following: 2. Exclusions This insurance does not apply to e. Contractual Liability "Personal and advertising injury" for which the insured has assumed liability in 9 contract of agreement This exclusion does not apply to (i) I lability for damages that the insured would have in the absence of the contract 5F agreement, or (2) Liability for "personal and advertising injury"* if U-GL- !060-F GW (05122) WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE POLICY WC 04 03 06 (Ed. 4 84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT-CALIFORNIA This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 10/01/2024 at 12:01 A.M. standard time, forms a part of (DATE) Policy No. WC 9696114 - 13 of the Zurich American Insurance Company (NAME OF INSURANCE COMPANY) issued to James W Fowler Co Premium (if any) $ Endorsement No. Authorized Representative 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.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be due on such remuneration Person or Organization ALL CA Operations % of the California workers' compensation premium otherwise Schedule Job Description WC 04 03 06 (Ed. 4-84) Page 1 of 1