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8791THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION, SEALED AND SIGNED ON 04/17 BY RUSSELL J BERGHOLZ A LICENSED ENGINEER IN THE STATE OF CALIFORNIA NO. 59395 REVISIONS Luis Rey 2016 -2017 ANNUAL CITYWIDE SEWER I� Iley Center Oceanside San Carlsbad Marcos E S BOUNDARY r--------= ESCONDIDO Encinitas, ) Cardiff) Solana Beach) CSD�� BOUNDARY De`Mc iSan Pasqua) I I Ramona O Poway PROJECT 6 LOCATION Lakeside La Jolla 6 Santee 5 v Pacific Beach 15 OEI Cajon Mission Beach p La Mesa Ocean Beach p Spring Valley VICINITY MAP NO SCALE DUDEK 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0 164 VEDI DATE I REFERENCES I DATE MARK REHABILITATION PROJECT CSD PROJECT NO. CC04E ESD DESCRIPTION PROJECT NO. CE04H SHEETINDEX SHEET DRAWING DESCRIPTION 1 G -1 TITLE SHEET 2 G -2 GENERAL NOTES, RIGHT —OF —WAY NOTES AND SEWER NOTES 3 G -3 TRAFFIC CONTROL NOTES AND WORK TO BE DONE NOTES 4 G -4 CROSS REFERENCING SYSTEM, LEGENDS AND ABBREVIATIONS 5 G -5 INDEX AND PROJECT SUMMARY CARDIFF SANITARY DIVISION 6 G -6 INDEX AND PROJECT SUMMARY ENCINITAS SANITARY DIVISION 7 C -1 SEWER LINING PLAN — 1 CARDIFF 8 C -2 SEWER LINING PLAN — 2 CARDIFF 9 C -3 SEWER LINING PLAN — 3 CARDIFF 10 C -4 SEWER LINING PLAN — 4 CARDIFF 11 C -5 SEWER LINING PLAN — 5 CARDIFF 12 C -6 SEWER LINING PLAN — 6 CARDIFF 13 C -7 SEWER LINING PLAN — 7 CARDIFF 14 C -8 SEWER LINING PLAN — 8 ENCINITAS 15 C -9 SEWER LINING PLAN — 9 ENCINITAS 16 C -10 SEWER LINING PLAN — 10 ENCINITAS 17 C -11 SEWER LINING PLAN — 11 ENCINITAS 18 C -12 SEWER LINING PLAN — 12 CARDIFF 19 P -1 F STREET SEWER PLAN & PROFILE 20 D -1 DETAILS 21 D -2 MANHOLE REHABILITATION 5CALE SPECIAL DISTRICT BT KJK AG IZONTAL: PLANS PREPARED UNDER SUPERVISION OF DATE: riCAL: R.C.E. N0. EXP. RECORD DRAWING Revisions drawn by DUDEK Date:DECEMBER 12. 2018 THIS RECORD DRAWING IS NOT WARRANTED BUT IS BELIEVED TO REPRESENT CONDITIONS UPON COM- PLETION OF CONSTRUCTION WITHIN REASONABLE TOLERANCES, BASED UPON THE INFORMATION FUR- NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 MADE DURING C RUCTION. CS-673 DESIGN CONSULTANT: Date: 12 -12 -18 CC04E -CEJN0. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING RECOM .ENDED APPROVED 2016 -2017 ANNUAL CITYWIDE SEWER REHABILITATION BY: BY: .k PROJECT NO. CC04E -CE04H KIPP NE E WARD DEANE G•1 RCE 0. 4737 RCE NO. 48971 TITLE SHEET X DATE: ,. /•/ DATE: 1 °/7 SHEET 1 OM GENERAL NOTES: 1. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE CITY ENGINEER. 2. APPROVAL OF THESE PLANS BY THE CITY OF ENCINITAS (CITY) DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OR THE EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND UTILITY PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THIS NOTE APPLIES TO ALL PAGES. 3. THE CONTRACTOR SHALL NOT DISCHARGE OR PERMIT TO BE DISCHARGED TO ANY STREET, STORM DRAIN OR ANY APPURTENANCES THEREOF, ANY NON -RAIN WATER OR OTHER LIQUID NPDES PERMIT REGULA11ONS ANDMTHE CITY'S OPERATIONS STORM PERTAINING WATER POL UTION PREVENTION PER PLAN REQUIREMENTS. 4. THE EXISTENCE AND LOCATION OF THE MANHOLES ON THE LINING PLANS SHOWN ON ALL PLANS ARE APPROXIMATE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE AND /OR VERIFY THE LOCATIONS OF MANHOLES, LATERALS OR STRUCTURES, PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES AND SHALL HAVE THEM RESOLVED PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL REQUEST A CLARIFICATION OF ANY CONDITIONS WHICH ARE IN CONFLICT WITH THE CONTRACT DOCUMENTS PRIOR TO CONSTRUCTION OF THE AFFECTED PORTION OF THE WORK. 5. NO WITHIN STREET IMMOBILE OR OVERNIGHT STAGING OF EQUIPMENT OR MATERIALS SHALL BE ALLOWED PROPERTY SHALL NOT BE ALLOWED WITHOUTEWRIITTEN PERMISSION ROM THE PRIVATE PROPERTY OWNER TO THE CONTRACTOR. 6. CONTRACTOR SHALL COMPLY WITH CALIFORNIA LABOR CODE AND CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973 TO PROVIDE AND MAINTAIN A SAFE AND HEALTHFUL WORKPLACE FOR EMPLOYEES. IN PARTICULAR, CONTRACTOR SHALL AT ALL TIMES COMPLY WITH THE CONFINED SPACE REGULATORY REQUIREMENTS OF CALIFORNIA CODE OF REGULATIONS TITLE 8, ARTICLE 108, SECTIONS 5156 THROUGH 5158. 7. SPECIFIC NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. 8. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE ON THE JOB SITE COPIES OF APPLICABLE STANDARDS SHOWN ON THESE PLANS AND SPECIFICATIONS AND BE FAMILIAR WITH THEIR REQUIREMENTS. 9. UPON COMPLETION OF EACH DAY'S WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING THE WORK AREA FREE OF HAZARDS, AND SHALL PROVIDE ALL NECESSARY TEMPORARY SIGNS, WARNING DEVICES, BARRICADES AND TEMPORARY TRAFFIC PLATES. TEMPORARY ACCESS IS TO BE PROVIDED TO ALL ADJACENT RESIDENCES AND BUSINESSES DURING NON - CONSTRUCTION HOURS, AND DURING CONSTRUCTION WHENEVER POSSIBLE. 10. SHORING AND DEWATERING PLANS SHALL BE SUBMITTED AND APPROVED AS REQUIRED FOR CONSTRUCTION, PRIOR TO THE START OF CONSTRUCTION.. 11. CONTRACTOR SHALL NOTIFY THE OWNER OF ANY ACTIONS PRESENTED HEREIN THAT HE CONSIDERS UNSAFE. 12. ALL LANDSCAPING WHICH IS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND, AND SHALL /WILL BE INCLUDED IN THE BID PRICES FOR WHICH THESE ITEMS ARE A PART OF. 13. ALL PIPELINE APPURTENANCES WHICH ARE REMOVED OR DAMAGED DURING INSTALLATION OF THE WORK SHALL BE REPLACED IN KIND AND SHALL BE INCLUDED IN THE BID PRICE. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR WATER. WATER WILL NOT BE PROVIDED BY THE CITY OF ENCINITAS. CONTRACTOR MUST APPLY FOR A CONSTRUCTION METER THROUGH SAN DIEGUITO WATER DISTRICT (SDWD). CONTACT SDWD AT (760) 633 -2709. 15. CONTRACTOR TO VERIFY LENGTH OF SEWER SEGMENTS TO BE LINED AND LOCATIONS AND LIMITS OF IN -SITU AND EXCAVATION POINT REPAIRS PRIOR TO PERFORMING WORK. 16. THE CONTRACTOR SHALL NOTIFY THE CITY'S FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE -CON AND INSPECTION OF PROJECT. PHONE NO. 760 - 633 -2770. 17. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY'S ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN EXISTING CITY RIGHTS -OF -WAY. RIGHT OF WAY NOTES: 1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT-OF-WAY WITHOUT THE FULL KNOWLEDGE OFTHEASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2770, OR AS STATED ON THE PERMIT. 2. ALL WORK COVERED BY THESE DRAWINGS SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS. 3. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE CITY INSPECTOR IN COMPLIANCE WITH THE CURRENT EDITION OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVISES (MUTCD) AND THE 2010 EDITION OF THE CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONE. IN THE EVENT THAT THE INSPECTOR DETERMINES PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER, ON THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL. THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION, SEALED AND SIGNED ON 04/17 BY RUSSELL J BERGHOLZ A LICENSED ENGINEER IN THE STATE OF CALIFORNIA NO. 59395 DUDEK 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 REVISIONS JAPPROVED1 DATE REFERENCES I DATE 4. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE. CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY. 5. NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633 -2770. 6. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 7:30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS. 7. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE CITY ENGINEER. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE CITY'S GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633 -2704. 8. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS, DEFINED HEREIN.) 9. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL -TIME FLAGMAN. 10. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 11. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2 OF COLD MIX ASPHALT OR METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON- WORKING HOURS. METAL PLATES ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED. 12. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 13. NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED. IMPROVEMENTS SHALL BE REMOVED AND REPLACED JOINT TO JOINT. 14. TWO SACK SAND - CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL LOCATIONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKFILL. 15. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND PENALTIES. 16. ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE CONTRACTOR USING THE LATEST EDITION OF STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT OR THERMOPLASTIC, ALL TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 17. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 18. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFILLING. 19. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A FACILITY. ANY DEVIATION FROM THIS REQUIREMENTS S NOT MALLOWED UNLESS APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 20. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY CONDITION. 21. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. 22. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 23. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, DAMAGING OR LOOSENING THE SURFACE. 24. CONTRACTOR SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE. CT 25. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE BACKFILL MATERIAL IN THE EXCAVATION, AND THE REMOVAL OF OBSTRUCTION(S), THE CONTRACTOR SHALL PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION OPERATIONS, ALL TO THE SATISFACTION OF THE CITY ENGINEER, AND AS SPECIFIED IN THE PROJECT PLANS AND SPECIFICATIONS. 26. SHORING IS REQUIRED. SHORING PLANS PREPARED BY A CALIFORNIA REGISTERED /LICENSED CIVIL OR STRUCTURAL ENGINEER SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY WORK. ALL OSHA REGULATIONS SHALL BE MET. 27. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 28. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 29. VEHICLE DETECTOR toop REPLACEMENTS THE CONTRACTOR SHALL REPLACE ALL TRAFFIC LOOPS (INCLUDING HOME RUNS) WHICH ARE DAMAGED DURING CONSTRUCTION. FOR ANY TRAFFIC LOOP THAT THE CONTRACTOR HAS NOT REPLACED TO THE SATISFACTION OF THE CITY BY TWO WEEKS AFTER SPECIFIC TRAFFIC LOOP HAS BEEN CUT THE CONTRACTOR SHALL PAY TO THE CITY OF ENCINITAS THE SUM OF $200.00 PER DAY PER LOOP FOR EACH AND EVERY CALENDAR DAYS DELAY IN COMPLETING THE TRAFFIC LOOP WORK IN EXCESS OF THE TWO WEEK PERIOD AFTER THE TRAFFIC LOOP HAS BEEN CUT. CONDUCTOR FOR EACH INDUCTIVE DETECTOR LOOP SHALL BE CONTINUOUS AND UNSPLICED AND SHALL CONFORM TO THE PROVISIONS IN SECTION 86-5.01A (4) OF THE CALTRANS STANDARD SPECIFICATIONS, 2010 EDITION, FOR TYPE 1 LOOP WIRE. HEAT - SHRINK TUBING SHALL BE USED FOR ALL SPLICES AND SHALL CONFORM TO SECTION 86 -2.09E OF THE CALTRANS STANDARD SPECIFICATIONS, 2010 EDITION AND SHALL HAVE A MINIMUM WALL THICKNESS PRIOR TO CONTRACTION OF 40 MILS. HEAT SHRINK TUBING SHALL CONFORM TO THE REQUIREMENTS OF UL STANDARD 468D AND ANSI C119.1 FOR EXTRUDED INSULATED TUBING AT 60OV. SLOTS FOR LOOP WIRE SHALL BE 3/8 INCHES WIDE AND SHALL BE DEEP ENOUGH TO PERMIT AT LEAST ONE INCH OF SEALANT ABOVE THE LOOP WIRE. LOOP SEALANT SHALL BE HOT MELT OR APPROVED EQUAL. COST FOR THE INSTALLATION OF TRAFFIC LOOPS, HOME RUNS, AND ELASTOMERIC SEALANT INCLUDING LABOR, EQUIPMENT, AND MATERIAL SHALL BE INCLUDED IN THE VARIOUS BID ITEMS OF WORK AND NO ADD11IONAL COMPENSATION WILL BE MADE THERETO. SEWER NOTES: 1. MINIMUM PIPE SEPARATION SHALL BE PER WAS WI -01, 02, & 03. 2. TRENCH WIDTH SHALL BE PER THE TRENCH DETAIL ON DWG D -1 UNLESS OTHERWISE NOTED. 3. PIPE AND BEDDING CONDITIONS: A. ALL PIPE SHALL HAVE 4" MINIMUM OF %" MAX. CRUSHED ROCK BENEATH THE PIPE. WRAPPED WITH MIRAFI 140N FILTER FABRIC (OR APPROVED EQUAL) B. P.V.C. PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE ASTM C -33 CONCRETE SAND OR APPROVED GRANULAR SOIL WITH SAND EQUIVALENT (SE) OF 30 OR GREATER. 4. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. 5. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. SM -01. POURED IN PLACE MANHOLE BASES AND STEM WALLS SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLES WILL ONLY BE ALLOWED ON STREETS WITH LONGITUDINAL SLOPE OF LESS THAN 6%. 6. THE CONSTRUCTION OF 4 -INCH AND 6 -INCH SEWER LATERALS PER SDRSD NO'S - SS -01, SS -02, AND SS -03. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. 7. THE CONSTRUCTION OF CONCRETE CUT -OFF WALLS SHALL BE PER SDRSD NO. SP -07. 8. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER. 9. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS AND SUBMITTED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 10. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 11. THE CONTRACTOR SHALL NOTIFY THE CITY'S FIELD OPERATIONS DIVISION A MINIMUM OF 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. PHONE NO. 633 -2770. 12. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT AT NO COST FROM THE CITY'S ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY KJi< AC APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOM ENDED APPROVED 'IZONTAL: DATE: BY: BY: ik TICAL KIPP NER E WARD DEANE R.C.E. N0. RCE 0. 4737 RCE No. 48971 EXP. DATE: JE. / • /7 DATE: 6'-1-17 RIGHT -OF -WAY. 13. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/ OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER PLANS AND SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT- OF- WAY OR EASEMENTS. 15. ALL NEW SEWER MAINS LESS THAN 36" IN DIAMETER SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION AND SHALL GIVE THE CITY A COPY OF THE VIDEO AFTERWARDS. PROJECT WILL NOT BE ACCEPTED AND RETENTION MONIES RELEASED UNTIL CITY HAS RECEIVED THE CCTV VIDEO OF THE ENTIRE NEW SEWER SYSTEM. (SEE STANDARD SPECIFICATION (2012 GREENBOOK) SECTION 306- 1.4.1 AND 500 -1.15) 16. EXISTING MANHOLES: ALL EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE INSPECTED AND REPAIRED, AS NEEDED, WITH THE LINING SYSTEM THAT MATCHES THE EXISTING LINING FOR THAT MANHOLE; FOR MANHOLES WITHOUT ANY EXISTING LINING, THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500 -2.7 OF THE GREENBOOK. EXCEPTIONS OR VARIATIONS TO THESE MANHOLE LINING REQUIREMENTS MAY BE CONSIDERED ON A SPECIFIC CASE -BY -CASE BASIS BY THE CITY ENGINEER. 17. MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA OF HEAVY DUTY CAST -IRON TYPE WITH A 36 -INCH OPENING. MANHOLE COVER INSERTS SHALL BE 24 -INCH DIAMETER WITH LETTERING CITY OF ENCINITAS AND SEWER SIMILAR TO WHAT IS INDICATED ON SDRSD M -1. RECORD DRAWING Revisions drawn by DUDEK Date:DECEMBER 12 2018 THIS RECORD DRAWING IS NOT WARRANTED BUT IS BELIEVED TO REPRESENT CONDITIONS UPON COM- PLETION OF CONSTRUCTION WITHIN REASONABLE TOLERANCES, BASED UPON THE INFORMATION FUR- NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 MADE DURING C RUCTION. CS -673 DESIGN CONSULTANT: Date: 12 -12 -18 CC04E -CE04H Y OF EN Cl N I TAS ENGINEERING DEPARTMENT DRAWING NO. 2016 -2017 ANNUAL CITYWIDE SEWER REHABILITATION PROJECT NO. CC04E -CE04H G�2 GENERAL NOTES, RIGHT -OF -WAY NOTES AND SEWER NOTES SHEET 2 OF 21 a N 00 0 N N I c� Lo n CD i 0 I i 6 0 0 0 I Co i .T U Lo M a U w i o, w 0 i v X M TRAFFIC CONTROL NOTES 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONE (2010) AND THE LATEST VERSION IF THE CALIFORNIA MUTCD. 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH THE CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONE (2010) AND THE APPROVED TRAFFIC CONTROL PLAN DURING THE WORKING HOURS OF 9:00 A.M. TO 3:00 P.M. ON '13" STREET AND 7:30 A.M. TO 4:00 P.M. ON ALL OTHER STREETS MONDAY THROUGH FRIDAY. UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 3:00 P.M. TO 9:00 A.M. ON "B" STREET, AND 4:00 P.M. TO 7:30 A.M. ON OTHER STREETS AND AT ALL TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12' WIDE UNLESS OTHERWISE SHOWN. 5. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. ALL TRENCH PLATES SHALL BE RECESSED AND FLUSH WITH THE PAVEMENT SURFACE. 6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. 7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PROJECT CONSTRUCTION. 8. ALL TEMPORARY 'NO PARKING" SIGNAGE SHALL BE POSTED 72 HOURS PRIOR TO WORK. WORK TO BE DONE A. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION). ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 3. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO PROTECT ADJACENT PROPERTIES DURING CONSTRUCTION. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE ENGINEER AT NO COST TO THE CITY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA REGISTERED CIVIL ENGINEER OR A STATE OF CALIFORNIA LICENSED LAND SURVEYOR TO THE SATISFACTION OF THE ENGINEER AT NO COST TO THE CITY. 5. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 6. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 7. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS ENGINEERING STANDARDS, AS SHOWN ON THESE PLANS, AND AS APPROVED BY THE CITY ENGINEER. 8. APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT CONSTITUTE APPROVAL OF ANY WORK OUTSIDE THE PROJECT BOUNDARY. 9. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED, AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. 10. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A BASE UTILITY MAP AND A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITIES SHOWN HEREON AND OTHERS WHICH ARE NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 11. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS (POTHOLING) AND LOCATE ALL EXISTING UNDERGROUND FACILITIES IN THE PROJECT AREA SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 12. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. (858) 654 -8735 13. THE CONTRACTOR SHALL NOTIFY THE AT &T COMMUNICATIONS COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE SAID WORK THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION, SEALED AND SIGNED ON 04/17 BY RUSSELL J BERGHOLZ A LICENSED ENGINEER IN THE STATE OF CALIFORNIA NO. 59395 DUDEK 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 REVISIONS JAPPROVED1 DATE I REFERENCES I DATE I BEN WITH COMPANY REPRESENTATIVES. (858) 546 -3639 14. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 633 -2793 15. THE CONTRACTOR SHALL NOTIFY THE COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. (619)266 -5438 16. THE CONTRACTOR SHALL NOTIFY THE SAN ELIJO JPA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 753 -6203 (EXT. 70) 17. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE AND THAT ARE NOT ALLIED OUT TO BE REMOVED ON THESE PLANS. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR TO APPROVAL OF THE CITY. 18. EXCEPTY WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS AT ALL TIMES. 19. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY DESIGNATED TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT OF WAY, THAT ARE NOT DESIGNATED TO BE REMOVED, THAT ARE DAMAGED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY. 20. THE CONTRACTOR SHALL NOTIFY IN WRITING AND OBTAIN WRITTEN APPROVAL OF THE CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE FIELD. 21. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. 22. THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF "AS- BUILT" DRAWINGS ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE. RECORDED. A COPY OF SAID "AS- BUILT" DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. 23. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT OF WAY WITHOUT APPROVAL BY THE CITY ENGINEER. 24. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DESCEND. 25. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO THIS PROJECT CONSTRUCTION SITE THE CONTRACTOR SHALL SUBMIT TO AND RECEIVE WRITTEN APPROVAL FROM THE CITY TRAFFIC ENGINEER FOR THE PROPOSED HAUL ROUTE. THE CONTRACTOR SHALL COMPLY WITH THE CONDITIONS AND REQUIREMENTS THE CITY TRAFFIC ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 26. ALL RESIDENTS AND BUSINESSES THAT ARE AFFECTED BY THE PROPOSED PROJECT, SHALL BE NOTIFIED A MINIMUM OF 72 HOURS PRIOR TO TEMPORARY LOSS OF SEWER AND WATER SERVICES. 27. CONTRACTOR SHALL NOTIFY SDWD 7 DAYS PRIOR TO EXCAVATION OF SEWER MANHOLE. SDWD TO BE PRESENT DURING EXCAVATION. NOTE TO CONTRACTOR THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDERGROUND AND OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. B. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: o. SEWERS ENCINITAS SANITARY DIVISION b. GAS & ELECTRIC SAN DIEGO GAS & ELECTRIC c. WATER SAN DIEGUITO WATER DISTRICT (800)422 -4133 DIG ALERT d. TELEPHONE AT &T e. CABLE TV COX CABLE f. RECLAIMED WATER SAN ELIJO JPA 2. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 1- 800 - 422 -4133) NOT LESS THAN TWO (2) WORKING DAYS PRIOR TO CONDUCTING ANY EXCAVATION WORK ON THIS PROJECT. THIS REQUIREMENT SHALL EXTEND TO EXCAVATION WORK CONDUCTED WITHIN THE PUBLIC RIGHT -OF -WAY AND EXCAVATION WORK CONDUCTED ON PRIVATE PROPERTY. USA WILL PROVIDE THE CALLER WITH AN 'INQUIRY IDENTIFICATION NUMBER" WHICH WILL SERVE AS PROOF OF THE TIME AND DATE THAT THE CALL WAS MADE. CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING THIS NUMBER AND PROVIDING IT TO THE OWNER OR HIS REPRESENTATIVE UPON DEMAND. NO ENCROACHMENT PERMIT SHALL BE VALID UNTIL THIS NUMBER HAS BEEN OBTAINED PURSUANT TO SECTION 4216 OF THE GOVERNMENT CODE. SCALE I SPECIAL DISTRICT TAL: C. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT (760)633 -2778. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. CONTRACTOR SHALL PROVIDE A 24 -HOUR TELEPHONE NUMBER AND NAME OF PERSON RESPONSIBLE FOR EMERGENCY WORK. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY'S QUALIFIED SWPPP DEVELOPER (QSD) DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE INCORPORATED HEREON. 7. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 8. ALL REMOVABLE PROTECTIVE DEVICES SHOWN ON THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5 ) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407o). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE EROSION CONTROL DEVICES AS NECESSARY. 10. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED WHEN THE 5 -DAY RAIN PROBABILITY FORTY PERCENT. 11. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WHICH INTERFERE WITH WORK SHALL BE RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY THE ENGINEER OF WORK AND AS APPROVED BY THE CITY'S QUALIFIED SWPPP DEVELOPER (QSD). 12. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNED. AFTER PRECIPITATION EXCEEDING ONE- QUARTER (1 4) INCH IN ANY 12 -HOUR PERIOD, OR UPON THE DIRECTION OF THE CITY ENGINEE SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS AND DESILTING BASINS, BASINS PUMPED DRY AND OTHERWISE RESTORED TO THE ORIGINAL DESIGN CONDITION. 13. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE IMPOUND WATER CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE, BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24 -HOUR GUARD PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS. 14. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS. 15. STANDBY CREWS SHALL BE ALTERED BY THE CONTRACTOR FOR EMERGENCY WORK DURING RAINSTORMS. 16. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP), SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR AND DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 17. ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACKFILLED BEFORE THE END OF WORK DAY IF A 40 PERCENT, OR GREATER, CHANCE OF RAIN IS PREDICTED. 18. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. 19. PROVIDED VELOCITY CHECK DAMS IN ALL UNPAVED STREET AREAS AT THE INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER AND SHALL EXTEND HALF WAY ACROSS THE STREET AT RIGHT ANGLES TO THE CENTERLINE. EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS. CHECK DAM INSTALLATION SHALL PROVIDE FOR THE PREVEN1ON OF EROSION AROUND THE ENDS OF THE DAM. GRADE OF THE STREET INTERVAL LESS THAN 2% AS REQUIRED 2% TO 4% 100 FEET 4% TO 10% 50 FEET OVER 10% 25 FEET 20. THE CITY HAS PREPARED A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WHICH IS INCLUDED IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. DEVICES SHOWN IN THE SWPPP SHALL NOT BE MOVED OR MODIFIED WITH APPROVAL OF THE CITY'S QUALIFIED SWPPP DEVELOPER (QSD). 21. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFAC11ON OF THE CITY'S QUALIFIED SWPPP PRACTITIONER (QSP) OR CITY INSPECTOR. PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. N0. EXP. RECOM�vIENDED BY KIPP NI=R RCE "4. 4737. DATE: S.1'17 D. CONTRACTOR'S RESPONSIBILITIES 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND /OR ANY BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION SET BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE LAND SURVEYORS ACT. 4. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING SUBSURFACE UTILITIES, PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION. IF DURING POTHOLING THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF UTILITY INSTALLATION. 6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING THE LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER, AT LEAST (3) DAYS PRIOR TO START OF ANY CONSTRUCTION. RECORD DRAWING Revisions drawn by DUDEK Date:DECEMBER 12, 2018 THIS RECORD DRAWING IS NOT WARRANTED BUT IS BELIEVED TO REPRESENT CONDITIONS UPON COM- PLETION OF CONSTRUCTION WITHIN REASONABLE TOLERANCES, BASED UPON THE INFORMATION FUR- NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 MADE DURING C RUCTION. CS -673 DESIGN CONSULTANT: Date: 12 -12 -18 CC04E -CE04H Y OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. 2016 -2017 ANNUAL CITYWIDE SEWER REHABILITATION PROJECT NO. CC04E -CE04H Gm-3 TRAFFIC CONTROL NOTES AND WORK TO BE DONE NOTES I SHEET 3 OF 21 re Q N 00 0 N N Ln ro CD i of i 0 0 0 i i 0 6 3 3 T Ln rn 6 c U w i a� .s W 0 i N coo m z Ca N 9 -.�z= SUMMIT AVE Z JW a U F- N Q o 3 w w �_=' aQ F- LO z I Cn RUBENSTEIN DR - ---_ -z _ SUMMIT AVE ti� RUBENSTEIN DR THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION, SEALED AND SIGNED ON 04/17 BY RUSSELL J BERGHOLZ A LICENSED ENGINEER IN THE STATE OF CALIFORNIA NO. 59395 REVISIONS DUDEK GRAPHIC SCALE 0 40' 80' 605 Third Street Encinitas, CA 92024 SCALE 1" = 40' 760.942.5147 Fax 760.632.0164 APPROVED DATE I REFERENCES I DATE SCALE ORIZONTAL: 1"=40' CAL: NONE DISTRI z JW 9 O G� U F- N I O �Z\ SUMMIT "E WESTMINSTER DR NOTES: 1. INSTALL LINER THROUGH CLEANOUT IF FEASIBLE OR REMOVE AND RECONSRUCT CLEANOUT PER SDRSD SC -01, TYPE A. 2. REINSTATE DROP CONNECTION AT MANHOLE AFTER LINING. 3. ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS ONLY. ALL SEWER LATERALS MAY NOT BE SHOWN. PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO._ EXP. THE CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL LOCATIONS BY UTILITY MARK -OUT AND POT - HOLING, PRIOR TO CONSTRUCTION. 4. IF EXCAVATION POINT REPAIR WORK CANNOT BE PERFORMED WITHOUT DISTURBING MEDIAN, CONTRACTOR SHALL REPLACE IN KIND CONCRETE, VEGETATION AND OTHER SURFACE IMPROVEMENTS TO THE SATISFACTION OF THE ENGINEER. EDWARD DEANE RCE NO. 48971 DATE: e447 LATERAL DATA TABLE RECORD DRAWING Revisions drawn by. DUDEK Date:DECEMBER 12 2018 THIS RECORD DRAWING IS NOT WARRANTED BUT IS BELIEVED TO REPRESENT CONDITIONS UPON COM- PLETION OF CONSTRUCTION WITHIN REASONABLE TOLERANCES BASED UPON THE INFORMATION FUR- NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 MADE DURING CDNaLFRUCTION. CS -673 DESIGN CONSULTANT: 16 -2017 ANNUAL CITYWIDE SEWER REH PROJECT NO. CC04E -CE04H SEWER LINING PLAN - 1 CARDIFF SANITARY DIVISION �0 Date: 12 -12 -18 CC04E -CE04H NG DEPARTMENT DRAWING NO. ABILITATION C -1 SHEET 7 OF 21 Q 00 0 N d N REINSTATE SERVICE ACTIVE TRIM CONNECTION RECONSTRUCT LATERALS INTRUDING LATERAL LATERALS PER PIPE ID AFTER CIPP LATERALS SEALS SDRSD SS -01 99' FROM 20.5' FROM MH 2486 MH 2486 153' FROM 22.5' FROM 13774 6 - MH 2486 MH 2486 62' FROM 11095 - - - MH 2262 153' FROM 11090 13 - MH 2262 - 223' FROM MH 2269 12669 1 - - (3 Laterals) 12670 - 129' FROM 11098 14 - MH 2269 - 11101 6 - - - 10965 9 - - - 10969 1 2 - - - RECORD DRAWING Revisions drawn by. DUDEK Date:DECEMBER 12 2018 THIS RECORD DRAWING IS NOT WARRANTED BUT IS BELIEVED TO REPRESENT CONDITIONS UPON COM- PLETION OF CONSTRUCTION WITHIN REASONABLE TOLERANCES BASED UPON THE INFORMATION FUR- NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 MADE DURING CDNaLFRUCTION. CS -673 DESIGN CONSULTANT: 16 -2017 ANNUAL CITYWIDE SEWER REH PROJECT NO. CC04E -CE04H SEWER LINING PLAN - 1 CARDIFF SANITARY DIVISION �0 Date: 12 -12 -18 CC04E -CE04H NG DEPARTMENT DRAWING NO. ABILITATION C -1 SHEET 7 OF 21 Q 00 0 N d N NEWCASTLE AVE 0 SAN ELIJO AVE 0 a i m LATERAL DATA TABLE PIPE ID REINSTATE ACTIVE LATERALS AFTER CIPP TRIM INTRUDING LATERALS SERVICE CONNECTION LATERAL SEALS RECONSTRUCT LATERALS PER SDRSD SS -01 10911 4 13040 7 9629 9 9580 - 13044 7 8625 4 8484 8 8408 1 5 4 MANCHESTER AVE � ALLEY BETWEEN MANCHESTER AVE THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION, SEALED AND SIGNED ON 04/17 BY RUSSELL J BERGHOLZ A LICENSED ENGINEER IN THE STATE OF CALIFORNIA NO. 59395 DUDEK 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 GRAPHIC SCALE 0 40' 80' SCALE: 1" = 40' REVISIONS APPROVED DATE I REFERENCES DATE BEN ORIZONTAL: I"=40' NONE - - - -- - - -- - - - - •.......I. I vvnj IV (x I h v V NOTES: DISTRI PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. N0. EXP. RECOMMENDED B Y: 7, 7 KIP I' NER RC E N0. 4737 DATE: ,F./-/7 1. INSTALL LINER THROUGH CLEANOUT IF FEASIBLE OR REMOVE AND RECONSRUCT CLEANOUT PER SDRSD SC -01, TYPE A. 2. REMOVE AND RECONSTRUCT TEE AT DROP MANHOLE CONNECTION. CORE CUT AND CONNECT TO MANHOLE SIMILAR TO DTL 2 ON DWG D -1. 3. ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS ONLY. ALL SEWER LATERALS MAY NOT BE SHOWN. THE CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL LOCATIONS BY UTILITY MARK -OUT AND POT- HOLING, PRIOR TO CONSTRUCTION. BY E WARD DEANE RCE NO. 48971 DATE: 6'� / -/7 & NEWCASTLE AVE M I U W N RECORD DRAWING Revisions drawn by DUDEK Date:DECEMBER 12. 2018 THIS RECORD DRAWING IS NOT WARRANTED BUT IS BELIEVED TO REPRESENT CONDITIONS UPON COM- PLETION OF CONSTRUCTION WITHIN REASONABLE TOLERANCES, BASED UPON THE INFORMATION FUR- NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 MADE DURING CQ�RUCTION. DESIGN CONSULTANT. 2016 -2017 ANNUAL CITYWIDE SEWER REH/ PROJECT NO. CC04E -CE04H SEWER LINING PLAN - 2 CARDIFF SANITARY DIVISION CS -673 Date: 12 -12 -18 CC04E -CE04H IEPARTMENT DRAWING N7 ATION G2 SHEET 8 OF 21 Q rl 00 0 N d' N r U 0 i U Ln r7 r Cr CJ 6 O C N Q 0 3 a� U r� rn 0 U Ld w / 0 c w i a N x co c+) V CID N4 N I V 0 Z 0 w w c� O m a W W N 4 OXFORD AVE 4 OXFORD AVE — — - - - -- - - - - - — u 0 Z Q 0 W N W J 3 O J w m w w m LATERAL DATA TABLE PIPE ID REINSTATE ACTIVE LATERALS AFTER CIPP TRIM INTRUDING LATERALS SERVICE CONNECTION LATERAL SEALS RECONSTRUCT LATERALS PER SDRSD SS -01 8409 8 - - - 8410 6 - - - 8456 8 - - - 8457 4 - - - 8458 9 - - - 8455 9 - - - 8492 7 - - - 8480 11 - - - 8397 10 - - - NOTES: 1. INSTALL LINER THROUGH CLEANOUT IF FEASIBLE OR REMOVE AND RECONSRUCT CLEANOUT PER SDRSD SC -01, TYPE A. RECORD DRAWING r7B G WAS Revisions drawn by. DUDEK Date:DECEMBER 12, 2018 THIS RECORD DRAWING IS NOT WARRANTED BUT IS FOR CONSTRUCTION, D DUDEK GRAPHIC SCALE BELIEVED TO REPRESENT CONDITIONS UPON COM- SIGNED ON 0 ao' so' PLETION OF CONSTRUCTION WITHIN REASONABLE USSELL J TOLERANCES, BASED UPON THE INFORMATION FUR - LICENSED 605 Third Street Encinitas, CA 92024 NISHED TO THE ENGINEER PERTAINING TO CHANGES THE STATE 760.942.5147 Fax 760.632.0164 SCALE: 1" = 40' MADE DURING C RUCTION. ES-673 OF CALIFORNIA N0. 59395 CS -673 DESIGN CONSULTANT: Date: 12 -12 -18 CC04E -CE04H REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT BT 1 KJK I AG APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOM ENDED APPROVED � � � 2016 -2017 ANNUAL CITYWIDE SEWER REHABILITATION HORIZONTAL: 1"=40' BATE: BY: BY: ` r PROJECT NO. CC04E -CE04H C-3 KIPP NE EDWARD DEANE SEWER LINING PLAN - 3 VERTICAL: NONE R.C.E. N0. RCE 0. 4737 RCE N0, 48971 EXP. DATE:../ • Jj DATE: S-/-/7 CARDIFF SANITARY DIVISION SHEET 9 OF 21 a w co 0 N N 0 CD I v rn i 0 I 0 0 0 C s 0 0 t i m 3 a� '3 _T 0 LO n rn 0 U Ld w w 0 d- X M 0 Z Q 0Y 0 W W (A 40%� L##klV1131'Cluur. AVC 0 a W W - -W= SOMERSET AVE ---== GLASGOW AVE THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION, SEALED AND SIGNED ON 04/17 BY RUSSELL J BERGHOLZ A LICENSED ENGINEER IN THE STATE OF CALIFORNIA NO. 59395 REVISIONS DUDEK GRAPHIC SCALE 0 40' 80' 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 SCALE: 1" = 40' JAPPROVED1 DATE I REFERENCES I DATE ARK SCALE ORIZONTAL: 1"=40' TICAL: NONE PIPE ID ACTIVE LATERALS AFTER CIPP TRIM INTRUDING LATERALS CONNECTION LATERAL SEALS RECONSTRUCT LATERALS PER SDRSD SS -01 8398 4 8399 9 - _ _ 9197 6 - - _ 10933 5 - - _ 11840 1 - - _ 10938 9 - _ _ 10936 8 10937 11 11839 5 8481 - PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. N0. EXP. W J 3 0 J W m W W 1. REINSTATE DROP CONNECTION AT MANHOLE AFTER LINING. 2. DEAD END HAS BURIED PLUG. EXCAVATE DEAD END FOR LINING AND CONSTRUCT DEAD END CLEANOUT PER SDRSD SC -01, TYPE A AFTER LINING. 3. REMOVE AND RECONSTRUCT TEE AT DROP MANHOLE CONNECTION. CORE CUT AND CONNECT TO MANHOLE SIMILAR TO DTL 2 ON DWG D -1. 4. ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS ONLY. ALL SEWER LATERALS MAY NOT BE SHOWN. THE CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL LOCATIONS BY UTILITY MARK -OUT AND POT - HOLING, PRIOR TO CONSTRUCTION. RECOM ENDED BY: KIPP NER RCE NO. 4737 DATE: ,'.<' /7 ALS RECORD DRAWING Revisions drawn by DUDEK Date:DECEMBER 12, 2018 THIS RECORD DRAWING IS NOT WARRANTED BUT IS BELIEVED TO REPRESENT CONDITIONS UPON COM- PLETION OF CONSTRUCTION WITHIN REASONABLE TOLERANCES, BASED UPON THE INFORMATION FUR- NISHED TO THE ENGINEER PERTAINING TO CHANGES MADE DURING CDbLS.LRUCTION. DESIGN CONSULTANT: Date: 12 -12 -18 Y OF EN CI N I TAS ENGINEERING DEPARTM 2016 -2017 ANNUAL CITYWIDE SEWER REHABILITATION PROJECT NO. CC04E -CE04H SEWER LINING PLAN - 4 CARDIFF SANITARY DIVISION ES -673 CS -673 CC04E -CE04H DRAWING N0. C -4 SHEET 10 OF 21 14 Q 0 L 00 0 N d' \ N I O U LO r7 r U I O O C N O CD 0 s L 3 Q a .3 _T U L0 M 0 w / ui W 0 i 04 X m M V LAbUUVV AV r. Q W Q Q J d ti0� WINDSOR RD a PIPE ID REINSTATE ACTIVE LATERALS AFTER CIPP TRIM INTRUDING LATERALS SERVICE CONNECTION LATERAL SEALS RECONSTRUCT LATERALS PER SDRSD SS -01 11841 9 - - - 10942 17 - - - 10941 9 - - - 10943 14 - - - 9071 4 - - - 9069 4 - - - 9068 4 - - - 8345 6 - - - 12828 0 - - - 10078 - - - - 16990 0 - - - NOTES: 1. INSTALL LINER THROUGH CLEANOUT IF FEASIBLE OR REMOVE AND RECONSRUCT CLEANOUT PER SDRSD SC -01, TYPE A. 2. REINSTATE DROP CONNECTION AT MANHOLE AFTER LINING. 3. DEAD END HAS BURIED PLUG. EXCAVATE DEAD END FOR LINING AND CONSTRUCT DEAD END CLEANOUT PER SDRSD SC -01, TYPE A AFTER LINING. 4. LINE THROUGH BURIED MANHOLE. DO NOT CUT OFF CROWN OF LINER WITHIN MANHOLE. RECORD DRAWING U Revisions drawn by. DUDEK Date:DECEMBER 12, 2018 THIS DRAWING WAS THIS RECORD DRAWING IS NOT WARRANTED BUT IS ORIGINALLY APPROVED DUDEK BELIEVED F REPRESENT CONDITIONS UPON ABLE COM- FOR CONSTRUCTION, GRAPHIC SCALE PLETION OF CONSTRUCTION WITHIN REASONABLE SEALED AND SIGNED ON 0 40' so' TOLERANCES, BASED UPON THE INFORMATION FUR - 04/17 BY RUSSELL J NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 BERGHOLZ A LICENSED 605 Third Street Encinitas, CA 92024 MADE DURING C RUCTION. CS-673 ENGINEER IN THE STATE 760.942.5147 Fax 760.632.0164 SCALE: 1 = 40 OF CALIFORNIA No. 59395 DESIGN CONSULTANT: Date: 12 -12 -18 CC04E -CE04H REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT BT KJK AC APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMfy1ENDED APPR 2016 -2017 ANN UAL CITYWIDE SEWER REHABILITATION HORIZONTAL: 1 " =40' DATE: BY: , BY: PROJECT NO. CC04E -CE04H C�5 KIPP NE E WARD DEANE SEWER LINING PLAN - 5 VERTICAL: NONE R.C.E. N0. RCE 0. 4737 RCE NO. 48971 EXP. DATE: S -/' /7 DATE: -1.1 � CARDIFF SANITARY DIVISION SHEET 11 OF 21 0 Ll 9 03 0 N y�v vvvvuvmvvc um N 1 Is V L. Y L. A V I NOLBEY ST N `Llfvvlllvr% vvr% I LATERAL DATA TABLE PIPE ID REINSTATE ACTIVE LATERALS AFTER CIPP TRIM INTRUDING LATERALS SERVICE CONNECTION LATERAL SEALS RECONSTRUCT LATERALS PER SDRSD SS -01 10695 9 - - - 10202 0 - - - 11545 _g MON - - - 10563 4 - : - 11177 3 - - OFT 73 6' 8" VCP CIPP 4 - - - 10559 0.44%10- '* ' H - - 10558 0 J; - i 11185 y— esalifl �,x �t 1p, y°g E�li'cs2 - 1L u L NN ��` li 0 ID #10202 QC � U FS �n Ln Hkm J Pn N� ¢ N ot b C5 ml NOLBEY ST N `Llfvvlllvr% vvr% I LATERAL DATA TABLE PIPE ID REINSTATE ACTIVE LATERALS AFTER CIPP TRIM INTRUDING LATERALS SERVICE CONNECTION LATERAL SEALS RECONSTRUCT LATERALS PER SDRSD SS -01 10695 9 - - - 10202 0 - - - 11545 3 - - - 10563 4 - - - 11177 3 - - - 11178 4 - - - 10559 0 - - - 10558 0 - - - 11185 11 - - - NOTES: /� p 1. DEAD END HAS BURIED PLUG. EXCAVATE DEAD END ---- —Z= DEB/'1N N RD FOR LINING AND CONSTRUCT DEAD END CLEANOUT PER SDRSD SC -01, TYPE A AFTER LINING. RECORD DRAWING Revisions drawn by DUDEK Date:DECEMBER 12, 2018 THIS DRAWING WAS THIS RECORD DRAWING IS NOT WARRANTED BUT IS ORIGINALLY APPROVED DUDEK BELIEVED TO REPRESENT CONDITIONS UPON COM- PLETION OF CONSTRUCTION WITHIN REASONABLE SEALED AND SIGNED ON o 40' 80' TOLERANCES, BASED UPON THE INFORMATION FUR - 04/17 BY RUSSELL J BERGHOLZ A LICENSED 605 Third Street Encinitas, CA 92024 „ NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 ENGINEER IN THE STATE 760.942.5147 Fax 760.632.0164 SCALE: 1 = 40 MADE DURING C RUCTION. OF CALIFORNIA No. 59395 CS -673 DESIGN CONSULTANT: Date: 12 -12 -18 CC04E -CE04H REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT BT I KJK I AG APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOM ENDED APPROVED 2016 -2017 ANNUAL CITYWIDE SEWER REHABILITATION HORIZONTAL: 1 " =40' DATE: BY: BY: PROJECT NO. CC04E -CE04H C�6 KIPP NE EDWARD DEANE SEWER LINING PLAN - 6 VERTICAL: NONE R.C.E. N0. RCE N0. 4737 RCE N0. 48971 EXP. DATE: °• 1'17 DATE: 4C•/•/7 CARDIFF SANITARY DIVISION SHEET 12 OF 21 V V Q N Ln 136 W O N d- N I 0 1 i U Ln CD i 0 I 0 0 v 0 I 0 t L 3 _T U Ln M 0) _a C U w c s w 0 N co M LEGAYE DR - ---�z= RUTHLOR RD lt •w nor F�� ■ ■ THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION, SEALED AND SIGNED ON 04/17 BY RUSSELL J BERGHOLZ A LICENSED ENGINEER IN THE STATE OF CALIFORNIA NO. 59395 REVISIONS DUDEK GRAPHIC SCALE 0 40' so' 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 SCALE: 1" = 40' 1APPROVED1 DATE I REFERENCES I DATE BENCHMARK SCALE ORIZONTAL: 1"= ►I 50vol NOTES: 1. INSTALL LINER THROUGH CLEANOUT IF FEASIBLE OR REMOVE AND RECONSRUCT CLEANOUT PER SDRSD SC -01, TYPE A. 2. REMOVE EXISTING 2' LONG LINK PIPE SLEEVE PRIOR TO LINING. SPECIAL DI W ro a m J W m IGM%'x"IvIl Lm 1r 1 V V I•• V I.I Is ROBLEY PL & BIRMINGHAM DR --.rz= EDILEE DR LATERAL DATA TABLE PIPE ID REINSTATE ACTIVE LATERALS AFTER CIPP TRIM INTRUDING LATERALS SERVICE CONNECTION LATERAL SEALS RECONSTRUCT LATERALS PER SDRSD SS -01 10564 9 - - - 10565 10 - - 12725 1 - - - 11569 3 - - - 11575 9 - - - 11182 10 - - - 11174 5 - - - 11175 6 - - - 12653 7 - - - PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO EXP. — ..�� KIPP OFNER RCE NO. 4737 DATE: • f ` /7 BRACERO RD p Q N W d W x RECORD DRAWING Revisions drawn by DUDEK Date:DECEMBER 12, 2018 THIS RECORD DRAWING IS NOT WARRANTED BUT IS BELIEVED TO REPRESENT CONDITIONS UPON COM- PLETION OF CONSTRUCTION WITHIN REASONABLE TOLERANCES, BASED UPON THE INFORMATION FUR- NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 MADE DURING C RUCTION. CS -673 DESIGN CONSULTANT: Date: 12 -12 -18 CC04E -CE04H Y OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. 2016 -2017 ANNUAL CITYWIDE SEWER REHABILITATION PROJECT NO. CC04E -CE04H CJ SEWER LINING PLAN - 7 CARDIFF SANITARY DIVISION SHEET 13 OF 21 r b 7 V f V n W N _ C9 n • u W W (A NEPTUNE AVE NEPTUNE AVE THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION, SEALED AND SIGNED ON 04/17 BY RUSSELL J BERGHOLZ A LICENSED ENGINEER IN THE STATE OF CALIFORNIA NO. 59395 REVISIONS DUDEK GRAPHIC SCALE o ao' so' 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 SCALE: 1" = 40' JAPPROVED1 DATE I REFERENCES I DATE 1�14i NEPTUNE AVE ONTAL: 1"=40' CAL: NONE SPECIAL DISTRI PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. N0. EXP. 11 (BID ITEM B -7) RECOM;END'ED BY KIPP NER RCE NO. 4737 DATE: &V.1-17 W J 3 0 W m W W N U- 3 0 J W m W W N LATERAL DATA TABLE PIPE ID REINSTATE ACTIVE LATERALS AFTER CIPP TRIM INTRUDING LATERALS SERVICE CONNECTION LATERAL SEALS RECONSTRUCT LATERALS PER SDRSD SS -01 13114 9 - - - 18423 0 - - - 13113 3 - - - 13112 8 - - - 13111 6 - - - 13110 8 - - - 13109 7 - 352' FROM MH 3094 - 13108 10 - 164' FROM MH 3094 - 13107 7 276' FROM MH 3093 276' FROM MH 3093 NnTFS- 1. INSTALL LINER THROUGH CLEANOUT IF FEASIBLE OR REMOVE AND RECONSRUCT CLEANOUT PER SDRSD SC -01, TYPE A. RECORD DRAWING Revisions drawn by. DUDEK Date:DECEMBER 12, 2018 THIS RECORD DRAWING IS NOT WARRANTED BUT IS BELIEVED TO REPRESENT CONDITIONS UPON COM- PLETION OF CONSTRUCTION WITHIN REASONABLE TOLERANCES, BASED UPON THE INFORMATION FUR- NISHED TO THE ENGINEER PERTAINING TO CHANGES MADE DURING CQUaTRUCTION. DESIGN CONSULTANT: Date: 12 -12 -18 Y OF EN U N I TAS ENGINEERING DEPART 2016 -2017 ANNUAL CITYWIDE SEWER REHABILITATION PROJECT NO. CC04E -CE04H SEWER LINING PLAN - 8 ENCINITAS SANITARY DIVISION ES -673 CS -673 CC04E -CE04H WING N0. SHEET 14 OF 21 4 G Q Ln 00 0 N N i U 0 00 I U M CD 0 I 0 0 c .N 0 0 i 0 o' q) 3 _T U Lo M rl m co 0 c U c w i c Ld w 0 i v N cfl M P% V L. 4 3RD ST MELROSE AVE LA VETA AVE —�z— ALLEY BETWEEN 3RD ST & 4TH ST LATERAL DATA TABLE PIPE ID REINSTATE ACTIVE LATERALS AFTER CIPP TRIM INTRUDING LATERALS SERVICE CONNECTION LATERAL SEALS RECONSTRUCT LATERALS PER SDRSD SS -01 12983 7 - - - 12985 15 - - - 12986 13 - - - 12982 9 - - - 12991 12 - - - 12887 3 - - - 12877 7 - - - 12876 9 - - - 12874 5 - - - 13450 CIPP LINE LATERAL BETWEEN CLEANOUT AND MAIN (APPROX. 15' LONG) 4 2ND ST --z ALLEY BETWEEN 2ND ST & 3RD ST LINE LATERAL FOR 559 3RD ST (BID ITEM B -8) RECORD DRAWING THIS DRAWING WAS NOTES: Revisions drawn by DUDEK Date:DECEMBER 12, 2018 ORIGINALLY APPROVED DUDEK THIS RECORD DRAWING IS NOT WARRANTED BUT IS FOR CONSTRUCTION, GRAPHIC SCALE 1. INSTALL LINER THROUGH CLEANOUT IF FEASIBLE OR BELIEVED TO REPRESENT CONDITIONS UPON COM- SEALED AND SIGNED ON 0 40' 80' REMOVE AND RECONSRUCT CLEANOUT PER SDRSD PLETION OF CONSTRUCTION WITHIN REASONABLE 04/17 BY RUSSELL J SC -01, TYPE A. TOLERANCES, BASED UPON THE INFORMATION FUR - BERGHOLZ A LICENSED 605 Third Street Encinitas, CA 92024 NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 ENGINEER IN THE STATE 760.942.5147 Fax 760.632.0164 SCALE: 1 = 40 MADE DURING C RUCTION. OF CALIFORNIA NO. 59395 2. REINSTATE DROP CONNECTION AT MANHOLE AFTER CS -673 LINING. DESIGN CONSULTANT: Date: 12 -12 -18 CC04E -CE04H REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ULNUNLIJ BT KJK AC APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOM, ENDED APP 2016 -2017 ANNUAL CITYWIDE SEWER REHABILITATION HORIZONTAL: 1 " =40' DATE: BY: _' ROVED BY: PROJECT NO. CC04E -CE04H C�9 KIPP NER E WARD DEANS VERTICAL: NONE R.C.E. N0. RCE NO. 4737 RCE N0. 48971 SEWER LINING PLAN - 9 EXP. DATE: 67./ /7 DATE: 4-17 ENCINITAS SANITARY DIVISION SHEET 15 OF 21 Q 00 Ln 00 0 N —Z 4TH ST 4 3RD ST N II E ST -� -z- SEALANE DR I U C9 Z Q W W N LATERAL DATA TABLE PIPE ID REINSTATE ACTIVE LATERALS AFTER CIPP TRIM INTRUDING LATERALS SERVICE CONNECTION LATERAL SEALS RECONSTRUCT LATERALS PER SDRSD SS -01 12900 0 - - - 12892 6 - - - 12899 0 - - - 12898 2 - - - 12896 11 - 169' FROM MH 2684 - 12895 4 - - - 12894 0 - 12873 9 12872 7 12871 8 KIOTFC- 1. INSTALL LINER THROUGH CLEANOUT IF FEASIBLE OR REMOVE AND RECONSRUCT CLEANOUT PER SDRSD SC -01, TYPE A. RECORD DRAWING Revisions drawn by. DUDEK Date:DECEMBER 12, 2018 THIS DRAWING WAS THIS RECORD DRAWING IS NOT WARRANTED BUT IS ORIGINALLY APPROVED DUDEK BELIEVED F REPRESENT CONDITIONS UPON ABLE COM- FOR CONSTRUCTION, GRAPHIC SCALE PLETION OF CONSTRUCTION WITHIN REASONABLE SEALED AND SIGNED ON 0 40' 80' TOLERANCES, BASED UPON THE INFORMATION FUR - 04/17 BY RUSSELL J BERGHOLZ A LICENSED 605 Third Street Encinitas, CA 92024 NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 ENGINEER IN THE STATE 760.942.5147 Fax 760.632.0164 SCALE: 1 „ = 40 , MADE DURING C RUCTION. CS -673 OF CALIFORNIA N0. 59395 DESIGN CONSULTANT: Date: 12 -12 -18 CC04E -CE04H REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT BT I KJK I AC APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED ENDED APPROVED 2016 -2017 ANNUAL CITYWIDE SEWER REHABILITATION HORIZONTAL: 1 " =40' DATE: BY_BY: PROJECT NO. CC04E -CE04H VERTICAL: NONE KIPP , NER EDWARD DEANS SEWER LINING PLAN - 1 O C -10 R.C.E. NO. RCE N0. 4737 RCE NO. 48971 EXP. DATE. S-1417 DATE: 6'./-/7 ENCINITAS SANITARY DIVISION SHEET 16 OF 21 OR Q 00 Ln Co 6 cv �r U 0 00 U Ln M 0) 0 I a 0 D c N 0 a s o' 0 3 Q) 3 _T U Lo r7 rn a 0 C w c 0 w i a x X M F- C9 Q' i O m Q W W N SAN DIEGUITO DR Q 3RD ST O I z Q D W W 1n 4 3RD ST - =---z- SEALANE DR SEALANE DR AT DEAD END 4TH ST LATERAL DATA TABLE Ir- U- J 3 O J W m W W N PIPE ID REINSTATE ACTIVE LATERALS AFTER CIPP TRIM INTRUDING LATERALS SERVICE CONNECTION LATERAL SEALS RECONSTRUCT LATERALS PER SDRSD SS -01 558 10 - - - 12867 7 - - - 12868 6 - - - 12870 1 - - - 12883 2 - - - 12884 2 - - 12945 9 - - 13430 10 - - NOTES: 1. INSTALL LINER THROUGH CLEANOUT IF FEASIBLE OR REMOVE AND RECONSRUCT CLEANOUT PER SDRSD SC -01, TYPE A. ALLEY BETWEEN 4TH ST & 5TH ST RECORD DRAWING Revisions drawn by DUDEK Date: DECEMBER 12. 2018 THIS DRAWING WAS THIS RECORD DRAWING IS NOT WARRANTED BUT IS ORIGINALLY APPROVED DUDEK BELIEVED F REPRESENT CONDITIONS UPON ABLE FOR CONSTRUCTION, GRAPHIC SCALE PLETION OF CONSTRUCTION WITHIN REASONABLE SEALED AND SIGNED ON 0 40' 80' TOLERANCES, BASED UPON THE INFORMATION FUR - 04/17 BY RUSSELL J BERGHOLZ A LICENSED 605 Third Street Encinitas, CA 92024 NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 ENGINEER IN THE STATE 760.942.5147 Fax 760.632.0164 SCALE: 1 = 40 MADE DURING C RUCTION. CS -673 OF CALIFORNIA NO. 59395 DESIGN CONSULTANT: Date: 12 -12 -18 CC04E -CE04H REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT BT=7 KJK I AC APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOM, ENDED APPROVED 2016 -2017 ANNUAL CITYWIDE SEWER REHABILITATION HORIZONTAL: 1 " =40' DATE: BY: BY: PROJECT NO. CC04E -CE04H C�l KIPP ' NER E wARD DEANS SEWER LINING PLAN - 11 VERTICAL: NONE R.C.E. N0. RCE N0. 4737 RCE NO. 48971 EXP. DATE: S -/' 0 DATE: 6.1-17 ENCINITAS SANITARY DIVISION SHEET 17 OF 21 A Q Ln 00 0 i U 0 00 rl U r> rn 0 a 0 0 C N N 0 O L N L 3 T _ U to rn i 0 U c w i Q) c w i 04 M i 7 i• NAI � [ _'..� rq 262 0' 6" VCP- CIPP :,,;R I ti= X13.27% ► 5� m; � ,. g a w G` O D12945 W W- G W 41A W m O Z .. n ii x i:N r i "c ;;T z',.. V�` w u'J W ✓ S A h Sxksvi� U 3 G k 7 5 "l� ?• ti 4ki bid 'F ...... .. c+F -fi'rC i ALLEY BETWEEN 4TH ST & 5TH ST RECORD DRAWING Revisions drawn by DUDEK Date: DECEMBER 12. 2018 THIS DRAWING WAS THIS RECORD DRAWING IS NOT WARRANTED BUT IS ORIGINALLY APPROVED DUDEK BELIEVED F REPRESENT CONDITIONS UPON ABLE FOR CONSTRUCTION, GRAPHIC SCALE PLETION OF CONSTRUCTION WITHIN REASONABLE SEALED AND SIGNED ON 0 40' 80' TOLERANCES, BASED UPON THE INFORMATION FUR - 04/17 BY RUSSELL J BERGHOLZ A LICENSED 605 Third Street Encinitas, CA 92024 NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 ENGINEER IN THE STATE 760.942.5147 Fax 760.632.0164 SCALE: 1 = 40 MADE DURING C RUCTION. CS -673 OF CALIFORNIA NO. 59395 DESIGN CONSULTANT: Date: 12 -12 -18 CC04E -CE04H REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT BT=7 KJK I AC APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOM, ENDED APPROVED 2016 -2017 ANNUAL CITYWIDE SEWER REHABILITATION HORIZONTAL: 1 " =40' DATE: BY: BY: PROJECT NO. CC04E -CE04H C�l KIPP ' NER E wARD DEANS SEWER LINING PLAN - 11 VERTICAL: NONE R.C.E. N0. RCE N0. 4737 RCE NO. 48971 EXP. DATE: S -/' 0 DATE: 6.1-17 ENCINITAS SANITARY DIVISION SHEET 17 OF 21 A Q Ln 00 0 i U 0 00 rl U r> rn 0 a 0 0 C N N 0 O L N L 3 T _ U to rn i 0 U c w i Q) c w i 04 M OXFORD ALLEY Z— LATERAL DATA TABLE RECORD DRAWING Revisions drawn by DUDEK Date:DECEMBER 12, 2018 THIS DRAWING WAS THIS RECORD DRAWING IS NOT WARRANTED BUT IS ORIGINALLY APPROVED BELIEVED TO REPRESENT CONDITIONS UPON COM- SEALEDNANDUSIGOED ON DU D GRAPHIC SCALE TOLER N CONSTRUCTION WITHIN REASONABLE TOLERANCESES , BASED UPON THE INFORMATION FUR - 04/17 BY RUSSELL J 0 40' 80' NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 BERGHOLZ A LICENSED 605 Third Street Encinitas, CA 92024 ENGINEER IN THE STATE 760.942.5147 Fax 760.632.0164 MADE DURING C RUCTION. CS -673 OF CALIFORNIA NO. 59395 SCALE: 1 = 40 DESIGN CONSULTANT: Date: 12 -12 -18 CC04E- CE04H. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT BT I KJK I AC APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOM�yIENDED APPROVED` 2016 -2017 ANNUAL CITYWIDE SEWER REHABILITATION HORIZONTAL: 1 " =40' DATE: BY: - BY:_,>L -�� PROJECT NO. CC04E -CE04H Kipp NER EDWARD DEANE C -12 VERTICAL: 1 " =4' R.C.E. N0. RCE 44737 RCE NO. 48971 SEWER LINING PLAN - 12 EXP. DATE: 674.0 DATE: - B - / 7 CARDIFF SANITARY DIVISION SHEET 18 of 21 Q Ln Ln 00 0 N N REINSTATE SERVICE ACTIVE TRIM CONNECTION RECONSTRUCT LATERALS INTRUDING LATERAL LATERALS PER PIPE ID AFTER CIPP LATERALS SEALS SDRSD SS -01 8442 5 1 - I - I - RECORD DRAWING Revisions drawn by DUDEK Date:DECEMBER 12, 2018 THIS DRAWING WAS THIS RECORD DRAWING IS NOT WARRANTED BUT IS ORIGINALLY APPROVED BELIEVED TO REPRESENT CONDITIONS UPON COM- SEALEDNANDUSIGOED ON DU D GRAPHIC SCALE TOLER N CONSTRUCTION WITHIN REASONABLE TOLERANCESES , BASED UPON THE INFORMATION FUR - 04/17 BY RUSSELL J 0 40' 80' NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 BERGHOLZ A LICENSED 605 Third Street Encinitas, CA 92024 ENGINEER IN THE STATE 760.942.5147 Fax 760.632.0164 MADE DURING C RUCTION. CS -673 OF CALIFORNIA NO. 59395 SCALE: 1 = 40 DESIGN CONSULTANT: Date: 12 -12 -18 CC04E- CE04H. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT BT I KJK I AC APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOM�yIENDED APPROVED` 2016 -2017 ANNUAL CITYWIDE SEWER REHABILITATION HORIZONTAL: 1 " =40' DATE: BY: - BY:_,>L -�� PROJECT NO. CC04E -CE04H Kipp NER EDWARD DEANE C -12 VERTICAL: 1 " =4' R.C.E. N0. RCE 44737 RCE NO. 48971 SEWER LINING PLAN - 12 EXP. DATE: 674.0 DATE: - B - / 7 CARDIFF SANITARY DIVISION SHEET 18 of 21 Q Ln Ln 00 0 N N THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION, SEALED AND SIGNED ON 04/17 BY RUSSELL J BERGHOLZ A LICENSED ENGINEER IN THE STATE OF CALIFORNIA NO. 59395 REVISIONS DUDEK GRAPHIC SCALE 605 Third Street Encinitas, CA 92024 0 20' 40' 760.942.5147 Fax 760.632.0164 SCALE: 1 " = 20' 1APPROVED1 DATE I REFERENCES I DATE SCALE I ZON TAL: 1"=40' rI CAL: 1 " =4' 110 100 M I _ 701 4TH ST 0 1 4TH STREET 11 "HP GAS I F STREET U +UU.UU )MH 2674 N 1960910.9295 E 6241014.0194 390 F ST SPECIAL DISTRICT PROFILE SCALE: 1 " =20' HORIZ 1 " =4' VERT 110 100 t x I 708 4TH ST r i owfwaff !li 'aji O i ti �ta L1 If 1 \ _ k jh Ib #1231:6 �` o ,. �, x NEW 8" PVC, PIPE 412FST I I WEST F STREET SCALE: 1"=20' PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. N0._ EXP. Ki 1+20.00 CLEANOUT® N 1960897.72 E 6240894.75 0 - CONSTRUCTION NOTES; I� 1O REPLACE EXISTING 8 VCP WITH NEW 8 SDR 35 PVC PIPE PER DTL 3, DWG D -1 2O CONNECT TO EXISTING MANHOLE PER DTL 2, DWG D -1 3O RECONNECT TO EXISTING SEWER SERVICE LATERAL PER SDRSD SS01. CONNECT TO EXISTING PIPE WITH FLEXIBLE COUPLING PER TECHNICAL PROVISIONS SECTION 208 -2.4 ® CONSTRUCT NEW DEAD END CLEANOUT PER SDRSD SC -01, TYPE A WITH CITY STANDARD CAP AND COVER 5O TEMPORARILY RELOCATE WOODEN POLE DRIVEWAY BARRICADE AS NEEDED FOR CONSTRUCTION. RETURN TO EXISTING CONDITION POST CONSTRUCTION GENERAL NOTES: 1. ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS ONLY. ALL SEWER LATERALS MAY NOT BE SHOWN. THE CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL LOCATIONS BY UTILITY MARK —OUT AND POT— HOLING, PRIOR TO CONSTRUCTION. SEWER LINE DATA TABLE NO. A/BEARING RADIUS LENGTH Lt S83'4040 W 120.00' r Q 0 0 6 00 0 N N Ln M r 0 I / a 0 I � I � i Na 3 a Cn a .3 RECORD DRAWING Revisions drawn by. DUDEK Date:DECEMBER 12. 2018 n� THIS RECORD DRAWING IS NOT WARRANTED BUT IS j BELIEVED TO REPRESENT CONDITIONS UPON COM- PLETION OF CONSTRUCTION WITHIN REASONABLE TOLERANCES, BASED UPON THE INFORMATION FUR- NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 Lu MADE DURING C RUCTION. CS -673 ° DESIGN CONSULTANT: Date: 12 -12 -18 CC04E -CE04H c �I TY OF EN M N I TAS ENGINEERING DEPARTMENT DRAWING N0. W 2016 -2017 ANNUAL CITYWIDE SEWER REHABILITATION o PROJECT NO. CC04E -CE04H p,IIIII,II1F STREET PLAN & PROFILE It (ENCINITAS SANITARY DIVISION) X SHEET 19 OF 21 M ZD N�D a 0 0 6 00 0 N N 0 LO ify Ln c� 0 a 0 0 i 6 L L 3 _T U LO r� w 0 0 Li Li c w 0 i d N X W m 1 -1/2" AC OVERLAY TRENCH WIDTH IF LESS THAN 2" (TYPE III C1- PG64 -28TR) SEWER MAI REMOVE /REPLACE REPLACE TURF, IRRIGATION, SAWCUT, REMOVE & BEFORE OVERLAY TACK COAT OD +12" MIN, PAVEMENT TO GUTTER SHRUBS AND BUSHES TO REPLACE PAVEMENT PER EX SURFACE (TYP BOTH SIDES) 16" MAX OR REMOVE /REPLACE MATCH EXISTING DTL 3, HEREON APPROX. DISTANCE PER PLAN PLANE 1 -1/2" DEEP AND AC BERM 12" BEYOND TRENCH LINE 1' -{ TYP d MANHOLE WALL I INSTALL NEW WYE FOR NEW LATERAL PIPE - LATERAL CONNECTION AS REQUIRED PER PLAN CONNECT TO EXIST LATERAL r a AGGREGATE II BASE Q PVC APPROX. PAVEMENT FDA� 12 MIN DEPTH (�'P) PER CONCRETE MANHOLE ADAPTER, GROUT PER MANUFACTURER'S SPECIFICATIONS 6" AC (TYPE III REINFORCEMENT PLAN PIPE 3'-0" MAX. INTO CUTOUT USING NON- SHRINK GROUT C1- PG64 -28TR) MEMBRANE; E. RUPAVE, ' GLASSGRID, OR APPROVED EQUAL PER PLAN MANHOLE INVERT = APPROVED NATIVE OR IMPORTED MATERIAL, TOP w 12" COMPACTED TO 95% UJ a° Wnz -j 12" RELATIVE COMPACTION NEW PIPE N N z o MAGNETIC WARNING TAPE PER PLAN a; ° ° LC) O a a ? a N o 0 _j V) 4" THICK 3/4" MAX MIN 2' TO ° �° N a a o CRUSHED ROCK NEAREST JOINT (TYP) TYPE Z JOINT PER CONCRETE CRADLE TO �� / ii ii ii / ii / / / / i i WRAPPED WITH MIRAFI SDR 35 SSPWC 208 -5 AND SPRINGLINE, EXTEND i i i iii i�� i i�h i . !i!i!i�!i!�!% 140N FILTER FABRIC (OR APPROVED EQUAL) PVC PIPE TECHNICAL PROVISIONS REMOVE DEFECTIVE PIPE TO FIRST JOINT CORE CUT HOLE TO PER PLAN & NOTES (TYP) FORM OPENING OF NEW PIPE OD +2" NOTES: NOTES: 1. FOR DEPTHS UP TO 5', NO TRENCH SUPPORT IS REQUIRED UNLESS WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED. FOR DEPTHS EXCEEDING 5 FEET, SHORING OR SOLID SHEATHING IS REQUIRED. 1. PIPE BEDDING AND TRENCH BACKFILL PER WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED. DTL 3, HEREON. 2. EXISTING A.C. SHALL BE CUT AND REMOVED IN SUCH A MANNER SO AS NOT TO TEAR, BULGE OR 2. CONTRACTOR TO FIELD VERIFY SURFACE DISPLACE ADJACENT PAVEMENT. EDGED SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE CONDITIONS DURING BIDDING AND INCLUDING PARALLEL OR PERPENDICULAR TO STREET CENTERLINE, WHEN PRACTICAL. SURFACE RESTORATION IN POINT REPAIR BID. 3. FINISH COURSE OF AC RESURFACING SHALL BE LAID DOWN USING A SELF PROPELLED SPREADER BOX, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 4. PEROMAT IS NOT AN ALLOWED PAVEMENT REINFORCEMENT MEMBRANE. POINT REPAIR OR SERVICE CONNECTION REPAIR DETAIL 1 MANHOLE CONNECTION DETAIL 2 TYPICAL TRENCH DETAIL 3 NOT TO SCALE VAR NOT TO SCALE VAR NOT TO SCALE VAR I NOTES: -° EXISTING 1. NEW FACTORY WYES SHALL BE INSTALLED WITH MINIMUM MANHOLE �,.,�_.) [`: �� 3 -FEET O.C. HORIZONTAL SEPARATION. E EXISTING 4 " VCP SEWER LATERAL (TYP OF 3) 2. 8 -INCH VCP TO PVC REPAIR COUPLING SHALL BE PIPE I ! I INSTALLED WITH MINIMUM 2 -FEET HORIZONTAL SEPARATION TO NEAREST EXISTING VCP BELL. TO 1 5 4" VCP TO PVC REPAIR COUPLING ( i 3. CONTRACTOR SHALL POTHOLE AND FIELD MEASURE AND • (ROMAC 501 OR APPROVED EQUAL) INSTALL PIPE AND FITTINGS AS NECESSARY TO ACHIEVE (TYP OF 3) HORIZONTAL SEPARATION REQUIREMENTS IN NOTES 1 AND 2 " I 4" SDR 35 PVC PIPE AND AND TO LIMIT CONSTRUCTION WORK IN PUBLIC FITTINGS (TYP OF 3) RIGHT -OF -WAY. d ; F 2 4 CONSTRUCTION LEGEND: i REMOVE EXISTING 90' ELBOW AND \ 3 INSTALL NEW TEE AND CAP 8 " VCP TO PVC REPAIR COUPLING 5 �2 NEW PVC PIPE, CUT TO FIT \ \ \ (TYP OF 2)1 OR APPROVED EQUAL) PLAN $ W r NEW 90 PVC ELBOW PIPE # 11098 a tr ® INSTALL 3/8 "0 STAINLESS STEEL PIPE STRAP IN CONCRETE ELEVATION CREATE NEW CHANNEL IN BENCH FOR NEW INTERNAL DROP CONNECTION NOTE: EXISTING 8 " VCP SEWER MAIN EXISTING 8 " VCP SEWER MAIN 1. ALL NEW PIPING AND FITTINGS TO BE SDR 35 PVC AND MATCH DIAMETER OF EXISTING PIPE 8" SDR 35 PVC WYE FITTING (TYP OF 3) 8" SDR 35 PVC PIPE (TYP OF 4) INTERNAL PIPE MODIFICATION 4 NOT TO SCALE VAR RECORD DRAWING Revisions drawn by DUDEK Date: DECEMBER 12 2018 THIS DRAWING WAS THIS RECORD DRAWING IS NOT WARRANTED BUT IS ORIGINALLY APPROVED DUDEK FOR CONSTRUCTION, BELIEVED TO REPRESENT CONDITIONS UPON COM- PLETION OF CONSTRUCTION WITHIN REASONABLE SEALED AND SIGNED ON SUMMIT AVE LATERAL REPAIR DETAIL rj TOLERANCES, BASED UPON THE INFORMATION FUR - 04/17 BY RUSSELL J BERGHOLZ A LICENSED 605 Third Street Encinitas, CA 92024 NOT TO SCALE NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 VAR ENGINEER IN THE STATE 760.942.5147 Fax 760.632.0164 MADE DURING C RUCTION. CS -673 OF CALIFORNIA NO. 59395 DESIGN CONSULTANT: Date: 12 -12 -18 CC04E -CE04H REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. BT I KJK I AG HORIZONTAL: NONE PLANS PREPARED UNDER SUPERVISION OF DATE: RECOMJv1ENDED r BY—.�, � � � KIPP ` NER APPROVED_ BY: EDWARD DEANE 2016 -2017 ANNUAL CITYWIDE SEWER REHABILITATION PROJECT NO. CC04E -CE04H D�l VERTICAL: NONE R.C.E. N0. EXP. RCE ND. 4737. DATE: './ ` 17 RCE NO. 48971 DATE: • 1.17 DETAILS SHEET 20 OF 21 ZD N�D a 0 0 6 00 0 N N 0 LO ify Ln c� 0 a 0 0 i 6 L L 3 _T U LO r� w 0 0 Li Li c w 0 i d N X W m Manhole Data Rehabilitation No. Division MH ID Street Location MH Depth (ft) Cementitious Wall and Bench Rehabilitation per Specification Section 500 -2.11 Cementitions Channel Rehabilitation/ Rechanneling Cured in Place Manhole Rehabilitation per Specification Section 500 -2.12 Notes 1 CSD 1711 Genie Lane 13.00 YES NO NO N/A 2 CSD 1745 Liverpool Drive / Alley between Oxford Avenue and Montgomery Avenue 9.00 YES NO NO N/A 3 CSD 1989 Dublin Drive /Alley between Oxford Avenue and MontgomeryAvenue 8.00 YES NO NO N/A 4 CSD 1998 Somerset Avenue / Sheffield Avenue 16.00 YES YES NO Cut out portion of VCP channel impeding flow and patch /repair affected bench and channel with rapid set epoxy grout prior cementitious rehabilitation 5 CSD 2012 Newcastle Avenue /Aberdeen Drive 13.00 YES NO NO N/A 6 CSD 2013 Newcastle Avenue /Aberdeen Drive 13.00 YES NO NO N/A 7 CSD 2016 Orinda Drive/ San Elijo Avenue 3.00 YES NO NO N/A 8 CSD 2026 San Elijo Avenue 6.00 NO NO YES N/A 9 CSD 2027 San Elijo Avenue 12.00 NO NO YES Excavate, remove and reconstruct tee at drop manhole connection. Core cut and connect to manhole similar to DTL 2 on DWG D -1. 10 CSD 2075 Legaye Drive / Robley Place 6.00 YES YES NO N/A 11 CSD 2316 Ruthlor Road / Edwina Way 9.00 YES NO NO N/A 12 CSD 2323 Nolbey Street/ Ruthlor Road 8.00 YES NO NO N/A 13 CSD 2435 Loch Lomond Drive (Easement) 7.00 YES YES NO Cut out portion of concrete channel impeding flow / rechannel prior cementitious rehabilitation 14 CSD 2519 San Elijo Ave 9.00 YES YES NO N/A 15 CSD 2530 Bonita Drive (Easement) 7.00 YES NO NO N/A 16 CSD 2552 Windsor Road (Easement) 12.00 YES NO NO Remove roots surrounding internal drop invert and repair internal drop invert per DTL 4 on DWG D -1 17 CSD 31931 Saxony Rd 14.00 YES NO NO Remove Roots 18 ESD 562 D Street 7.00 YES YES NO N/A 19 ESD 563 D Street 5.00 YES YES NO N/A 20 ESD 2676 Sylvia Street/ 4th Street 8.40 YES NO NO N/A NOTE: ALL MANHOLES ARE 5 -17T INTERIOR DIAMETER RECORD DRAWING Revisions drawn by DUDEK Date:DECEMBER 12, 2018 THIS DRAWING WAS ORIGINALLY APPROVED DUDEK THIS RECORD DRAWING IS NOT WARRANTED BUT IS FOR CONSTRUCTION, BELIEVED TO REPRESENT CONDITIONS UPON COM- SEALED AND SIGNED ON PLETION OF CONSTRUCTION WITHIN REASONABLE TOLERANCES, BASED UPON THE INFORMATION FUR - 04/17 BY RUSSELL J NISHED TO THE ENGINEER PERTAINING TO CHANGES ES -673 BERGHOLZ A LICENSED 605 Third Street Encinitas, CA 92024 ENGINEER IN THE STATE 760.942.5147 Fax 760.632.0164 MADE DURING C RUCTION. CS -673 OF CALIFORNIA N0. 59395 DESIGN CONSULTANT: Date: 12 -12 -18 CC04E -CE04H REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT BT KJK AC APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOM ENDED APPROVED 2016 -2017 ANNUAL CITYWIDE SEWER REHABILITATION HORIZONTAL: NONE " DATE: BY:Y, � ? � BY: �� r �.. PROJECT NO. CC04E -CE04H D�2 KIPP NER EDWARD DEANE VERTICAL: NONE R.C.E. NO. RCE NO. 4737 RCE N0, 48971 MANHOLE REHABILITATION EXP. DATE: DATE: '- / -1 SHEET 21 OF 21 • a 0 0 00 0 N d N