2014-11956 I (Plans)GENERAL RIGHT OF WAY NOTES: PUBLIC S IMPROVEMENT PLAN JAM�ERiP oRMMTT DO
1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF -WAY WITHOUT THE FULL 1485 SUMMIT AVENUE, ENCINITAS CARDIFF SUMMIT THE E. CA 92007
KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS SANTA FE DRIVE
ADVANC ON O ICEP F THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797, OR As SITE ADDRESS
STATED GENERAL RIGHT. OF WAY CONT.
2. NOTIFED FOR8L0 HOURS ATONPOFOUNDERGROUND UTILITIES AT UNDERGROUND 1 -800- 422-41133. THE PROPOSED DG AREA 27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS STORMWATER POLLUTION CONTROL BMP NOTES CAR SUMMIT AVE. a
MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA). IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE RELATIVE TO CONSTRUCTION ACTIVITIES A.P.N. F #260 -081 SEA,
52 CA 92007
BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED
3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY CONCRETE WASHOUT: 2
CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS. REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF LEGAL DESCRIPTION
THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED CONSTRUCTION OPERATIONS, ALL TO THE SATISFACTION OF THE CITY ENGINEER, AND AS SPECIFIED WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, °yam ° SIT*E
TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE ELSEWHERE HEREIN. THE CITY ENGINEER MAY, AT HIS OPTION, ELECT TO DO THE SURFACING OR SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM PORTION OF LOT 29 OF RIDGEWAY v� °9
CITY INSPECTOR IN COMPLIANCE WITH THE .WORK AREA TRAFFIC CONTROL HANDBOOK., LATEST REPAIRING HIMSELF; IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH WORK. OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. HEIGHTS. IN THE CITY OF ENCINITAS, ROCEANC ° �m
EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE COUNTY OF SAN DIEGO, STATE OF
PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES CONTINUALLY MAINTAINED. CONSTRUCTION SITE ACCESS: CALIFORNIA AS SHOWN ON OFFICIAL MAP
THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER, THEREOF NO. 2163. FILED IN THE OFFICE OF THE
ON THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO 28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS SAN DIEGO COUNTY RECORDER ON JULY 3, 1929.
PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND CHARGES THAT SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED
THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL. REPAIR NGH AC FOUR (4) INCHES TRAN ASTOVERSTRUCTUED BACKFILL OR
SECTION, WHICHEVER EPAIISECTI GREATER. LL BE NO ROCK AND /OR CORRUGATED STEEL PANELS /PLATES.
5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, THE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT CONSTRUCTION VEHICLES:
SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. VICINITY
MAP
WITHIN THE CITY RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION
CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA 29. IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS NOT TO SCALE
TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE CITY SHALL BE MADE OFF -SITE.
PROGRESS. ENGINEER ELECTED TO DO
OCCUR; RESURFACING
EOSHALLBIEICHARGED ENGINEER SHALL
COST THEREOF
EROSION CONTROL:
6. PERMITTED WORKS SHALL B CONSTRUCTED CW IOAND COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES.
APPROVED P ANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY OWNERS CERTIFICATE N
SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND 30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY APPROVAL BY THE CITY ENGINEER. ALL OSHA REGULATIONS SHALL BE MET. EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE. AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY. 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE CITY
7. NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR ENGINEER. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE.
HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY --
RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE EROSION CONTROL MEASURES. SIGNATURE:- t 'v______ DATE:
AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) BORE PITS MAY BE REQUIRED. J EPH J. MACHADO
633 -2770. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE
32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANT'S SITE PLAN CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO
8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. J - _�!S(C
STARTED BEFORE 7:30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS. HAS A SPECIAL C S, INTERSECTIONS, INTERCONNECT WIRES, OR OTHERWISE WHERE THE CITY ENGINEER SIGNATURE: DATE:
_ -� - --
9. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS AND TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT CHA 1310TTE M. MACHADO HASSETT
OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE CITY ENGINEER. ALL WORK ON 33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY
PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE YEARS SHALL BE CATEGORICALLY DENIED. PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
CITY'S GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC 34. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633 -2704. DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ACTIVITIES ARE COMPLETE.
10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO ENGINEER OR A LICENSED LAND SURVEYOR. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS, DEFINED 35. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN
HEREIN.) FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY ON -SITE CONSTRUCTION MATERIAL STORAGE:
11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY
NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITIN
PERMITTEE- AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL
THE CITY TREE DRIP LINE AREA THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM
CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL -TIME EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY
FLAGMAN. LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT
ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC TO ADDRESS THE TREE REMOVAL. CONCENTRADED STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE
REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A
AUTHORIZED REPRESENTATIVE. 36. THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING WORK IN THE AREA TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2. OF COLD MIX ASPHALT OR TO CURRENT CALTRANS STANDARD TO DETECT BICYCLES PER TRAFFIC OPERATIONS POLICY TRAINING:
METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON - WORKING HOURS. METAL PLATES DIRECTIVE 09 -06 AT NO COST TO THE CITY.
ARE RUED TO REFERETQOIRTHE CIITY'SVSTANDARDI DRAWINGLDA RAMPS ON
JULY 31, 1990 SIDES AND MUST BE MAINTAINED. EROSION CONTROL BE CONTRACTORS'
BE EMPLOYEES WHO
WITH CONSTRUCTION
ENCINITAS STORMWATER ENCINITAS SHALL
STORMWA ER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE.
14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CITY ENGINEER OR HIS DULY 1.IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHARLOTTE MACHADO AT (808) 753 -4469 24 THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
AUTHORIZED REPRESENTATIVE. REFER TO THE CITY'S STANDARD DRAWING DATED SEPTEMBER 30, HOURS A DAY. ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
1996.
15. NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING WASTE MANAGEMENT: STATEMENT OF ENGINEER OF WORK
THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
IMPROVEMENTS SHALL BE REMOVED AND REPLACED JOINT TO JOINT. SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING ALL WASTE AND UNUSED
EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
.
16. TWO SACK SAND - CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S
EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN
LOCATIONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS ENGINEERING INSPECTOR. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF
BACKFILL. BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER
17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR
GUTTERS, STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF
ALLOWED ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE RESPONSIBLIITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER
PENALTIES. REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS,
CIRCUMSTANCES WHICH MAY ARISE AROUND THE SITE. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE
.
18. ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED DURING THE OPERATIONS OF NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR
THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT OR THERMOPLASTIC, ALL TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. STORMDRAIN INLETS ON PERVIOUS SURFACES.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SHALL pFESSj
19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN.
BE INCORPORATED HEREON. P 0
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM Q Nq
R.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. CONSTRUCTION SITE.
20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL SLOPE AT THE CONCLUSION OF EACH WORK DAY. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE
BE PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE CONTACT THE ENGINEERING DIVISION, CITY OF ENCINITAS AT (760) 633 -2770. ~
DISTURBED ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING 9' WALL
ORKING DAY WHEN PROTECTIVE (5)1 BE IN PLACE AT THE
FORECAST EXCEEDS (FORTY PERCENT Lu No. 65124 m
(40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. d
21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS NOTIFICATIONS 9 P�
ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE 3T CIVIL
(5) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE >F OF CA�IFO
AAUTHORIZED IN WRITING BY THE CITY ENGINEER. THE SHALLOWEST PORTION OF ANY PIPELINE OR 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON
OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAY THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR SIGNATURE: DATE: 9 -z5--17
SURFACE. KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
21JA). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY STEVEN JONES
ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR
ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE CITY TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF RCE NO: 65124 EXP. DATE: 9 -30 -19
ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. COMMENCEMENT OF WORK:
22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. A. SEWERS - CSD - (760) 633 -2770
AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 BMP PROJECT STATUS
CONDITION. ED. CABLE TTVE COXCCOMMUNIC(ATIONS4(760) 1 SHEET INDEX
806 -9809 X -2233
23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING SHEET DESCRIPTION
OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 1. TITLE SHEET
24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: 2. NOTES STANDARD
KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT 3. PLAN AND PROFILE
25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED 0 REJECTION AND REMOVAL.
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 FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE PROTECTION DIST.
BECOMING A NUISANCE OR ANNOYANCE.
COASTAL LAND SOLUTIONS, INC.
NSIGN ENCIN TASDCAT92024 \ 2`Z <% i � I /(y �� %� �i ° 22-
PH 760 230 -6025 SI - DA D TE SIGN DATE GIN DATE SI DATE
l FAX ( (760) 230 -6026
SIGNATURE EXPIRES TWO YEARS AFTER DATE SIGNED
CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED D BY oRSRJ BY CHECKED SRJ BY INEERING DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPART ENT DRAWING N0.
DESCRITION:CITY OF ENCINITAS BENCHMARK ENC -a1 p PUBLIC STREET IMPROVEMENT PLAN FOR:
PLANS PR ARED UNDER THE SUPERVISION OF RECOMMENDED APP VED A
LOCATION: O A.C. IN A TURNOUT ON THE EAST SIDE „ WA N& /� A DATE: % � �_� 1485 SUMMIT AVENUE 11956-1
- LO NORTHBOUND HIGHWAY 101 UT MILES NORTH OF HORIZON AL 1"=10" - DATE;
CHESTERFIELD DRIVE AND 10 FEET WEST OF THE 6=EER (, nq � JE SE OWENS FRANK BELOCK DATE
-- - NORTH END OF GUARD RAIL PER R.O.S. 18416. CARDIFF BY THE SEA, CA 92007
1'I -tI R.C.E. N0. 65124
DATUM ON = 73.612 VERTICAL N/A (�..,� Rf_V=EWEjL O °% STEVEN JONES EXP. 9 -30 -19 6�:�_� �"
R PAfF W$fEGrd 1W 1 DATE PLANNING CASE NO. TPM CDP 12 -100 A.P.N. 260 - 081 -52 SHEET 1 OF 3
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ENCINITAS SANITARY /CARDIFF SANITATION DISTRICT SEWER NOTES:
ALL WORK SHALL BE DONE IF (ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
THE
STANDARD SPECIFICATIONS GREENBOOK., FOR PUBLIC CWORKS STANDARD SPECIAL
BY THE SAN PROVISIONS D G00
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:
ALL PIPE SHALL HAVE 4. MINIMUM OF 3/4" CRUSHED ROCK BENEATH THE PIPE.
{A) V.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12. MINIMUM ABOVE THE PIPE SHALL BE
SSAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANDULAR MATERIAL HAVING A
SAND EQUIVALENT OR 30 OR BETTER.
(B) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12. MINIMUM ABOVE
1HE PIPE SHALL BE 3/4" 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 CONSTRUCITON 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 _�/ .
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. PHONE NO.
760- 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 IDENTIFICATIN 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
ALL 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.
SAN DIEGUITO WATER DISTRICT NOTES:
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD
SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR
SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF
ACCEPTANCE.
2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF
BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS
NOTICE ON CALLS FOR INSPECTION. PHONE: (760 ) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF
INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE WITH
THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER
IMPROVEMENTS. PHONE: (760) 633 -2709.
4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR,
UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY
THE DEVELOPER.
5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS
48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET.
6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT.
8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL
TRENCH WORK.
9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF
CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED.
10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY
EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY.
12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN
EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE
RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY
SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE.
13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO
OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS.
14. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATION.
15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS
TO THE ACCURACY, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND
UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING, OR
PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10
FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO
CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE
INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITEE (WASC)
STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR
OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE
RESPONSIBILITY OF OWNER.
18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS
AND ELECTRIC VAULTS.
19. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE
HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT.
21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM
THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION.
22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGHT DEFLECTION
COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL
DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLING. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND
BEVEL END FOR USE WITH DEFLECTIOIN COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION
COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLECTION
COUPLINGSFOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL BELL END PIPE LENGTH JOINED
TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FOR A CHORD. USE DEFLECTION COUPLINGS ON EACH
END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII
BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS
SPECIFICALLY AUTHORIZED THE BY THE DISTRICT'S REPRESENTATIVE.
1. CALIFORNA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED INTHE
CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH
THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
2. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH
CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
3. WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN SERVICE
SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE ORPORATION STOP REMOVED AND
SHALL HAVE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED BY THE SDWD INSPECTOR.
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPERTY BOUNDARY
EXISTING EASEMENT
PROPOSED CONTOURS 255
EXISTING CONTOURS
EXISTING EDGE OF PAVEMENT -
CENTERLINE -
EXISTING WATER MAIN - --W W
EXISTING SEWER MAIN
EXISTING FENCE
EXISTING RETAINING WALL
PROPOSED SEWER LATERAL SS -01
PROPOSED WATER SERVICE WS -01
DRAINAGE DIRECTION
FLOWLINE SWALE
4" HIGH X 20" DEEP PCC CURB
PROPOSED DG PATHWAY
PROPOSED PAVERS PER BELGARD
PERMEABLE PAVER SYSTEMS
OR APPROVED EQUAL
5" PCC CONCRETE DRIVEWAY G -14
6" HMA PAVING OVER 12"
CLASS II AGGREGATE BASE
2" GRIND AND OVERLAY
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CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESSRJ D BY DRAWN SRJ BY ° "ESR J BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCRITION:CITY OF ENCINITAS BENCHMARK ENC -41 PLANS PR ARED UNDER THE SUPERVISION OF RE OMMENDED APPR D PUBLIC STREET IMPROVEMENT PLAN FOR:
LOCATION: IN A.C. IN A TURNOUT ON THE EAST SIDE
OF NORTHBOUND D DRIVE ANDY10 FEET WEST TILES NORETH OF HORIZONAL 1 " =10" "MG11NEER DATE: 6-25 -/7 r' 1485 SUMMIT AVENUE NORTH END OF GUARD RAIL PER R.O.S. 18416. ,JE E OWEl' 1195 6 - I
ELEVATION = 73.612' VERTICAL _N STEVEN R. J NES C' R.C.E. N0. 65124 FRANK BELOCK D TE CARDIFF BY THE SEA, CA 92007
DATUM = NAVD88 STEVEN R. ES 3( %% EXP. 9 -30 -19 R VIEWER I R DA E PLANNING CASE NO. TPM /CDP 12 -100 A.P.N. #260- 081 -52 SHEET 2 OF 3
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NO EXISTING EASEMENTS WERE LdTED PER A
PRELIMINARY TITLE REPORT PREPARED BY
CHICAGO TITLE COMPANY DATED JULY 03, 2017
AS ORDER NO. : 12203098 - 996 -U50.
NOTE: ENCROACHMENT MAINTENANCE
AND REMOVAL AGREEMENT RECORDED
NO 01L- /��7 -AS ODOCOURENT
COASTAL LAND SOLUTIONS, INC.
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PH (760) 230 -6025 OF CA11F
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CHANGE N0. DESCRIPTION APPROVED DATE DESIGNED BY DRAWN BY CHEGKED,'BY
BENCHMARK SCALE AS -BUILT SFIJ SaJ I SRJ ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCRITION:CITY OF ENCINITAS BENCHMARK ENC-41" PLANS PR AIRED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PUBLIC STREET IMPROVEMENT PLAN FOR:
LOCATION: IN A.C. IN A.TURNOUT ON THE EAST SIDE - % 8A1409K P 7
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CHESTERFIELD DRIVE AND 10 FEET WEST OF THE,Gx,,,E� aE cr>aE _ 1485 SUMMIT AVENUE
- -- - -- -- NORTH END OF GUARD RAIL PER R.O.S. 18416. 'P1./ l.Gn1 JE E OWENS FRA ELOCK DATE
- - ELEVATION = 73.612' VERTICAL N/A f %ICI Rrwu/at STEVEN R. J R.G.E. N °. 65124 31 rl� CARDIFF BY THE SEA, CA 92007
_ . _______ ___ DATUM = NAwae ` EXP. 9 -30 -19 DA PLANNING CASE NO. TPM CDP 12 -100 A.P.N. 260 - 081 -52 SHEET 3 OF 3
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