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2019-14266-I (Plans)GENERAL RIGHT-OF-WAY NOTES: 1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT-OF-WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633-2796 OR 633-2797, OR AS STATED ON THE PERMIT. 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES AT 1-800-422.4133. THE PROPOSED DIG AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA). 3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS. 4. 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 "WORK AREA TRAFFIC CONTROL HANDBOOK", LATEST EDITION PUBLISHED BY BUILDING NEWS, INC. 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. 5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS WITHIN THE CITY RIGHT-OF-WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN PROGRESS. 6. 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. 7, 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. 8. 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. 9. 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. 10. 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.) 11, 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. 12. 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. 13.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. REFER TO THE CITY'S STANDARD DRAWING DATED JULY 31, 1990. 14.NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE, REFER TO THE CITY'$ STANDARD DRAWING DATED SEPTEMBER 30, 1996. 15. NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED, IMPROVEMENTS SHALL BE REMOVED AND REPLACED JOINT TO JOINT. 16, 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. 17. 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. 18. ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT 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. 19, 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. 20.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. 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE CITY ENGINEER. THE SHALLOWEST PORTION OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAY SURFACE, 0 21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 22.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. LEUCADIA ENCINITAS SANTA FE DR CHANGE NO. BLVD DESCRIPTION a t� C} �Q JACK O ..1 SITE c' Aj/gip DEL COLE RANCH ROAD VICINITY MAP N.T.S. APPROVED I DATE GENERAL RIGHT-OF-WAY .NOTES (CONTINUED): 23.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. 24.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. 25.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. 26.PERMITTEE 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, 27.TEMPO.RARY 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, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE 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 ELSEWHERE HEREIN. THE CITY ENGINEER MAY, AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING HIMSELF; IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED. 28.WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE (1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO THE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. 29.IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE CITY ENGINEER HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE CITY ENGINEER SHALL CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED WITH THE COST THEREOF COMPUTED BY THE OF DEVELOPMENT SERVICES DIRECTOR. 30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL .DRAWING WILL BE REQUIRED FOR APPROVAL BY THE CITY ENGINEER, ALL OSHA REGULATIONS SHALL BE MET. 31.ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE ASSIGNED SSIG ED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE CITY ENGINEER. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE BORE PITS MAY BE REQUIRED. 32.ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANT'S SITE PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE. WHERE THE CITY ENGINEER HAS A SPECIAL CONCERN. 33.PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS SHALL BE CATEGORICALLY DENIED. 34.THE DEVELOPER 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, 35.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. 36.THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING WORK IN THE AREA TO CURRENT CALTRANS STANDARD TO DETECT BICYCLES PER TRAFFIC OPERATIONS POLICY DIRECTIVE 09-06 AT NO COST TO THE CITY. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RANDY LANG AT (760) 436-6692, 24 HOURS A DAY. 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 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: A. SEWERS - CSDIESD - (760)-633-2770 B. GAS & ELECTRIC - SDGE - (760)-438-6200 C, WATER - OLIVENHAM MUNICIPAL WATER DISTRICT - (760)-753.6446 SAN DIEGUITO WATER DISTRICT - (760)-633-2650 D. TELEPHONE - SBC BELL - (760)-489-3411 E. CABLE TV - COX COMMUNICATIONS - (760)-806-9809 X-2233 BENCHMARK DESCRIPTION: CITY OF ENCINITAS STATION "ENG-20". LOCATION: IN THE SW CORNER OF CONC. PEDESTAL FOR A FH ON THE EAST SIDE OF RANCHO SANTA FE RD AND 100 FEET SOUTH OF EL CAMINO ELEVATION: 120,564 DATUM: NAVD 88 SAN DIEGUITO WATER DISTRICT SIGN -_ -. DATE AS -[QUILT APPROVALS PUBLIC WORKS ENGINEER'S NAME DATE PLANNING REVIEWER SENIOR ENGINEER DATE llllnmc7f -rf,%n NOTIFICATIONS (CONTINUED).: 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION .WILL BE SUBJECT TO REJECTION AND REMOVAL. CARDIFF SANITATION DISTRICT SEWER NOTES: ALL WORK SHALL BE DONE IF ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION "GREENBOOK% (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS: 1. TRENCH WIDTH SHALL BE PER SDRSD NO. SP-02 UNLESS OTHERWISE NOTED. MINIMUM PIPE SEPARATION PER WAS WI-0 1, 02, & 03, 2, PIPE AND BEDDING CONDITIONS: (A) ALL PIPE SHALL HAVE 4" MINIMUM OF %- CRUSHED ROCK BENEATH THE PIPE. (B) V.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE -DRAINING GRANDULAR MATERIAL. HAVING A SAND EQUIVALENT OR 30 OR BETTER. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE'l" CRUSHED ROCK, A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1 % OR GREATER. 3. 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 CITY ENGINEER. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO, SM-02. POURED LN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 84NCH COLLECTOR SYSTEMS WITH CITY ENGINEER'S APPROVAL. 5, THE CONSTRUCTION OF 4-INCH SEWER LATERAL PER SDRSD NO'S SS-01 AND SS-02. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. 6. THE CONSTRUCTION OF CONCRETE C.UT-OFF WALLS SHALL BE CONSTRUCTED AS PER SDRSD NO. SP-07. 7. ALL MAINS AND LATERALS SHALL BE A MINIMUM OF 42-INCHES BELOW THE FINISHED GRADE. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK. 9. FOR SEWER LATERAL TABLE, SEE SHEET 2. 10. "AS BUILT` DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 11. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY A CONSTRUCTION CHANGE PRIOR TO ACCEPTANCE FOR PUBLIC USE. 12. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 13. 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. ONE NO. 7PH60-633-2770, 14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 15, THE APPLICANT SHALL WARRANTY THE PUBLIC SEWER FOR ONE YEAR FOLLOWING THE APPROVAL OF THE AS-BUILTS. 16, CONTRACTOR SHALL FURNISH AND INSTALL, PER SDRSD SP-01, 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. 17. THE DEVELOPER SHALL PROVIDE EASEMENTS AND ACCESS ROADS OVER PUBLIC SEWERS TO THE SATISFACTION OF THE CITY ENGINEER. THESE ARE TO BE SHOWN ON THIS PLAN, 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO THE SANITARY SEWER SYSTEM. 19. ALL NEW SEWER MAINS 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. (SEE 500-1.1.5) 20.SEWER MANHOLE LINING: (A) NEW MANHOLES WITH 8-10" DIAMETER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500-2.7 OF THE GREENBOOK, (B) NEW MANHOLES WITH 12" DIAMETER AND GREATER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC LIN ING PER SECTION 500-2.5 OF THE GREENBOOK, (C) 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 iA SPECIFIC CASE -BY -CASE BASIS BY THE CITY ENGINEER. 21.NO ADDITIONAL LATERALS SHALL BE PERMITTED WITHOUT PAYING SEWER CAPACITY FEES, PROCESSING A CONSTRUCTION CHANGE, AND JOINING THE SEWER REIMBURSEMENT DISTRICT, IF CREATED. 22.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. H FOR ®PLANS PREPARED i s ® DATE: F NO.: •/ R! BROWN isfr • •f, �,. RIGHT-OF-WAY EXIS77NG CON70UR EXISIING SEWR MAIN EVS77NG WE'R MAIN EXISTING TELEW90N EXISRNG 7ELEPHONE EVS7WO GAS MAIN PROPOSED 9W CLEANOUT TRENCH RESURFACING SDRSD SP--02 SDRS0 SM--02 SDRSD SC --DI Cf7Y OF ENCINITAS STANDARD DETAIL STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE. ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION, THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF iMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE: I r O�F ES.S Ip GI EER'S NAMEr R • 8` SOWARDS AND BROWN ENGINEERING G;w �,�0 A0 2187 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE SEA, CA. 92007 a No. 36190 (760) 436-8500 Exp.. 6/30/20 RCE EXPIRES 6/30/20 J� Cl �jF IaI�t�F° SOILS ENGINEEMS CERTIRCATE OF I, TREVOR E. MYERS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSKIN TH�EFiELD OF APPLIED SOIL MECHANICS, HEREBY CONFIRM THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS FOR THE PROPERTY LOCATED AT 2223 EL CAMINO DEL NORTE WAS PERFORMED UNDER MY DIRECTION AS OUTLINED IN OUR SOILS REPORT DATED 10125/18 AND REVISED ON 12/20/18, ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, WILL BE SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, I HAVE REVIEWED THESE IMPROVEMENT PLANS AND VERIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT WILL BE INCORPORATED IN ' _ PROV ENT NS AND SPECIFICATIONS. SIGNED: � RCE NO.: 63773 R Esl,��` EXP. DATE: 9/30/20�cn= No. RCE63773 m rn JOB #: G2328-32-01 yk �Mr GEOCON INCORPORATED �qr. el 6960 FLANDERS DRIVE, SAN DIEGO, CA. 92121 (858) 558-6900 SHEET INDEX SHEET DESCRIPTION 1 TITLE SHEET 2 SEWER EXTENSION EL CAMINO DEL NORTE 3 SEWER EXTENSION EL CAMINO DEL NORTE A SF e- S N #a' 3 f-o Z oL,) At s.:s c_,Fx r:tfsc4ra' PARKS AND RECREATION OLIVENHAIN MUNICIPAL WATER DISTRICT W502(ot _z 11M W W Z Z a W h Q w cot z ENCINITAS FIRE DEPARTMENT` ?_jw8 W4 Zom 6 Z, Q �ir a 4-1 -SIGN SIGN DATE DATE SI DATE SIGN .- DATE .- ENGINE ING DIVISIC3N APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. REC � JQ0 A. VED: IMPROVEMENT PLAN FOR: ST AI{ E WAND . WI SEWER EXTENSION TO 2223 EL CAMINO DEL NORTE 14266- tTY E GIN E APN: 265-355-16 SHEET 1 OF 3 DATE _ .-- DATY PLANNING CASE NO, 18-266 TPM 9)h© Q zo CO ^� �"