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'S 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.
❑ 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 CASTAWAY 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.
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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.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, 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.I1F, 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 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 WORKDAY.
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 - CSD /ESD - (760)- 633 -2770
B. GAS & ELECTRIC - SDGE - (760) -438 -6200
C. WATER - OLIVENHAIN 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
APPROVED DATE BENCHMARK
DESCRIPTION: CITY OF ENCINITAS STATION "ENC -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
AS -BUILT APPROVALS
PUBLIC WORKS
ENGINEER'S NAME DATE PLANNING
REVIEWER
SENIOR ENGINEER DATE r
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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 -01, 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 3 /a" 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 IN PLACE
MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR. PRECAST
MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH 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 CUT -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 LINING 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 A
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.
FIELD OPERATIONS
t
DATE
ER SUPE:.11 ,0N PE
DATE:
R:C.E.NO.: 36190
EXP.: 6/30/20
PLANNING DIVISION
LEWVD STANDARD
PROPERTY BOUNDARY
RIGHT -OF -WAY
EXISTING CONTOUR
EXISTING SEWER MAIN
EXIS71NG WA7ER MAIN
EXIS77NG TELEVISION
EXISTING TELEPHONE
EXIS77NG GAS MAIN
PROPOSED SEWER MAIN
PROPOSED SEWER MANHOLE
PROPOSED SEWER CLEANOUT
TRENCH RESURFACING
SDRSD SP -02
SDRSD SM -02
SDRSD SC -01
CITY 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:
ENGI EER'S NAME
SOWARDS AND BROWN ENGINEERING co 2187 NEWCASTLE AVENUE SUITE 103 ��
CARDIFF BY THE SEA, CA. 92007 ¢ No. 36190
(760) 436 -8500 Exp. 6/30/20
RCE EXPIRES 6/30/20 Jp 0IV1�
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SOILS ENGINEER'S CERTIFICATE OF CAOF�
I, TREVOR E. MYERS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD 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 10/25/18 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: 1� r,
RCE NO.: 63773 QROFESSio4q
OR E. 4j y,' F2c
EXP. DATE: 9/30/20 z
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JOB #: G2328 -32 -01 d*
GEOCON INCORPORATED STq Givl� �P
6960 FLANDERS DRIVE, SAN DIEGO, CA. 92121 TFOFCA�F
(858) 558 -6900
SHEETINDEX
SHEET DESCRIPTION
1 TITLE SHEET
2 SEWER EXTENSION EL CAMINO DEL NORTE
3 SEWER EXTENSION EL CAMINO DEL NORTE
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PARKS AND RECREATION
OLIVENHAIN MUNICIPAL
WATER DISTRICT
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ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
REC M A VED: k IMPROVEMENT PLAN FOR:
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AN EDWARD J. WI R SEWER EXTENSION TO 2223 EL CAMINO DEL NORTE 14266 -1
C CITY E GIN E APN: 265- 355 -16
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REC M A VED: k IMPROVEMENT PLAN FOR:
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AN EDWARD J. WI R SEWER EXTENSION TO 2223 EL CAMINO DEL NORTE 14266 -1
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EXISTING STREET TRENCHING MORATORIUM FOR EL
CAMINO DEL NORTE FROM RANCHO SANTA FE ROAD
TO WEST END AND RANCHO SANTA FE ROAD TO
EAST CITY LIMITS UN71L JUNE 13, 2020.
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EL CAMINO DEL NORTE
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TSTING SEWER M)
(RIM 100.07) (IE
I INSTALL SEWER MANHOLE
4rWAZTER OTECT EXISTING PROTECT EXISTING PER SDRSD- SM -02
METERS DURING SDWD ELECTROLYSIS EPDXY LINED
CONSTRUCIION TEST STATION DURING BOLLARD CAUTION!
CONSTRUCRON POWER POLE f171956u')
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OF TRAFFIC DIVISION -
REPLACE STOP BAR
WITH THERMOPLASTIC
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APA 265-365-09
SEWER CL DATA TABLE
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AlBEARING
DISTANCE
RADIUS
DESCRIPTION
N732128 "W
293.11
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8" PVC SEWER (CL -200 C -900)
8" PVC
N3938'I3 E
52.87
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APIA; 254-1741-04
EXISTING 8" SEWER CLEAN
OUT TO BE REMOVED
PR07ECT EXISTING CALIFORNIA
PEPPER CITY STREET TREES IN
PLACE. SEE ARBORIST REPORT
FOR 77?EE PR07EC71ON ZONE
RECOMMENDATIONS
- FOUND 2" IRON PIPE WIIN
NAIL IN DISC LS 3065
PROTECT -IN- PLACE
9
6 STEEL WATER T1�MNSMISSION
AIN PER WO-82-]00
INSTALL SEWER MA
PER SDRSD SM -02
EPDXY LINED`
CAUTION !!!
CONTRACTOR TO VERIFY EXACT LOCATIONS & ELEVATIONS
OF EXIS71NG UNDERGROUND U71LI77ES PRIOR TO START OF
CONSTRUCRON THE ENGINEER OF WORK SHALL BE
N077FIED OF ANY DISCREPANCIES WITH THESE PLANS
PROFlLE SCALE
HORIZ. H. 1"--30'
VERT. V.• 1" _-10'
COLE R,
8" PVC SEWER
DETAIL 'A'
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OWNER'S CERTIFICATE
POWER POLE
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I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND
AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS,
LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY
MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS,
EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL
WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR
APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE: a• .' DATE: / 2 7
.
DY NG
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ur" smi �Y: "H CR �Y: "HtRrh �Y: ENGINE RING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
SMJ SLR R B
INT. DATE PLANS PREPARED UNDER SUPERVISI N O RE D AP OVED' � IMPROVEMENT PLAN FOR:
DESCRIPTION: CITY OF ENCINITAS STATION "ENC -20 ". l.�
LOCATION: IN THE SW CORNER OF CONC. PEDESTAL FOR PUBLIC WORKS DATE: I� q
A FH ON THE EAST SIFE OF RCHO SANTA FE RD AND 200 ENGINEER'S NAME DATE PLANNING I S WAK EDWARD J. SEWER EXTENSION TO 2223 EL CAMINO DEL NORTE 142 6 -i
FEET SOUTH OF EL CAMINO R.C.E. NO.: 36190
ELEVATION: 120.564 DATUM: NAVD 88 REVIEWER /+� CITY E 1 E APN: 265 - 355 -16
SENIOR ENGINEER DATE INSPECTOR RAN R. BROW EXP.: 6/30/20 DATE —1�` DATE PLANNING CASE NO: 18 -266 TPM
SHEET 3 OF 3
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I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND
AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS,
LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY
MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS,
EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL
WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR
APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE: a• .' DATE: / 2 7
.
DY NG
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ur" smi �Y: "H CR �Y: "HtRrh �Y: ENGINE RING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
SMJ SLR R B
INT. DATE PLANS PREPARED UNDER SUPERVISI N O RE D AP OVED' � IMPROVEMENT PLAN FOR:
DESCRIPTION: CITY OF ENCINITAS STATION "ENC -20 ". l.�
LOCATION: IN THE SW CORNER OF CONC. PEDESTAL FOR PUBLIC WORKS DATE: I� q
A FH ON THE EAST SIFE OF RCHO SANTA FE RD AND 200 ENGINEER'S NAME DATE PLANNING I S WAK EDWARD J. SEWER EXTENSION TO 2223 EL CAMINO DEL NORTE 142 6 -i
FEET SOUTH OF EL CAMINO R.C.E. NO.: 36190
ELEVATION: 120.564 DATUM: NAVD 88 REVIEWER /+� CITY E 1 E APN: 265 - 355 -16
SENIOR ENGINEER DATE INSPECTOR RAN R. BROW EXP.: 6/30/20 DATE —1�` DATE PLANNING CASE NO: 18 -266 TPM
SHEET 3 OF 3
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