2018-14003 I (Plans)SCRIPPS MEMORIAL ENCINITAS - DEVONSHIRE DRIVE UNDERGROUND POWER
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 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.
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.
GENERAL RIGHT -OF -WAY NOTES (CONTINUED):
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. 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 DIRECTOR OF ENGINEERING SERVICES.
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 MARK NEMETH AT (858) 230 -2820, 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 (407.). 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
15 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 - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233
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.
NOTES:
1. SPEED TABLE TO BE REPLACED WITH NEW, AND ANY NEW
ROAD MARKING TO BE STRIPED WITH THERMOPLASTIC.
2. ALL STREET LIGHTS TO BE PROTECTED IN PLACE.
3. ALL SURVEY MONUMENTS TO BE PROTECTED IN PLACE OR
OFFICIALLY RE- ESTABLISEHD BY COUNTY RECORDER.
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY,
MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY
RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO
PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK
AND /OR CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION
VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS
SHALL BE MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY
SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION
CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE.
CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION
CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE
CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT
REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY
PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING
ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE
COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE.
CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR
REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL,
PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY
FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL
BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY
SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED
TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE
BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER (S) AND THE
PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN
RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER
CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE
PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE
CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS
WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH
TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN
ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE
MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR
INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE
AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760)
436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM
STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN.
CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM
CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE
CONTACT THE ENGINEERING DIVISION, CITY OF ENCINITAS AT (760) 633 -2770.
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SCRIPPS HEALTH
10140 Campus Point Road, Suite 210, CPA255
San Diego, CA 92121
858 - 678 -7080
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LEGAL DESCRIPTION
(PER CHICAGO TITLE INSURANCE COMPANY ORDER NO,
12205094- 993 -SD2 DATED MARCH 30, 2016)
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF
ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
AND IS DESCRIBED AS FOLLOWS:
PARCEL C: APN 258 - 241 -32 AND 33
ALL THAT PORTION OF LOTS 1, 2 AND 3 OF ENCINITAS HOSPITAL SUBDIVISK
ACCORDING TO MAP THEREOF NO. 7709 FILED IN THE OFFICE OF THE COUI•
RECORDER OF SAN DIEGO COUNTY ON JULY 20,1973; PARCELS 1 AND 2 OF
PARCEL MAP NO. 3787 FILED IN THE OFFICE OF THE COUNTY RECORDER 01
SAN DIEGO COUNTY ON MAY 15,1975; PARCELS 1, 2 AND 3 OF PARCEL MAP
12961 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY ON OCTOBER 21,1983; PARCEL 1 OF PARCEL MAP 836 FILED
IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY 25,1972; PORTIONS
OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, THE WEST HALF OF THE
NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE
SOUTHWEST QUARTER AND THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE
NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, ALL IN SECTION 15, TOWNSHIP 13
SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ALL IN THE CITY OF ENCINITAS, COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA.
SAN DIEGUITO WATER DISTRICT NOTES
VICINITY MAP
N.T.S.
(1) WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD
SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
(2) REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO
THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON -EXISTENCE OF, ANY UNDERGROUND UTILITY,
PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
(3) ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR
PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING 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.
(4) CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING
WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT.
ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC)
STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT
STANDARDS AT THE OWNER'S EXPENSE.
(5) UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
(6) MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS.
(7) ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS.
WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
(8) CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE
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.
(9) 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.
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: 10 -I g- /8
THOMAS GSELL -�
KPFF CONSULTING ENGINEERS
700 SOUTH FLOWER STREET, SUITE 2100
213.418.0201 BMP PROJECT STATUS
RCE EXPIRES 030/2019 ,
FIELD OPERATIONS PLANNING DIVISION SAN DIEGUITO WATER DISTRICT
061A 10 - 40 - 2$'l4R
SIGN DATE SIGN DATE SIGN DATE GN DATE If/
STANDARD
ENCINITAS FIRE DEPARTMENT
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
SHEET INDEX:
UrwWIV es T:
l Fitl.KtU tSY:
- ENGINEERI DIVISION APPROVALS
1 TITLE
2 PLAN
3 PLAN
4 PLAN
5 PLAN
SHEET
AND PROFILE
AND PROFILE
AND PROFILE
AND PROFILE
STA
STA
STA
STA
0 +00 -
5 +50 -
11 +00
14 +75
STA
STA
- STA
- STA
5 +50
11 +00
14 +75
22 +00
BK
DESCRIPTION: ENC -4B, 2.5" BRASS DISC
LOCATION:
RECORD FROM:
ELEVATION: 173.343 (2007 ELEV)
DATUM: NAVD88
.'I', :1�.7
SCRIPPS HEALTH
10140 Campus Point Road, Suite 210, CPA255
San Diego, CA 92121
858 - 678 -7080
-o
n
T
SITE ADDRESS n
O
354 Santa Fe Drive
Encinitas, CA, 92024 �2
LEGAL DESCRIPTION
(PER CHICAGO TITLE INSURANCE COMPANY ORDER NO,
12205094- 993 -SD2 DATED MARCH 30, 2016)
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF
ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
AND IS DESCRIBED AS FOLLOWS:
PARCEL C: APN 258 - 241 -32 AND 33
ALL THAT PORTION OF LOTS 1, 2 AND 3 OF ENCINITAS HOSPITAL SUBDIVISK
ACCORDING TO MAP THEREOF NO. 7709 FILED IN THE OFFICE OF THE COUI•
RECORDER OF SAN DIEGO COUNTY ON JULY 20,1973; PARCELS 1 AND 2 OF
PARCEL MAP NO. 3787 FILED IN THE OFFICE OF THE COUNTY RECORDER 01
SAN DIEGO COUNTY ON MAY 15,1975; PARCELS 1, 2 AND 3 OF PARCEL MAP
12961 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY ON OCTOBER 21,1983; PARCEL 1 OF PARCEL MAP 836 FILED
IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY 25,1972; PORTIONS
OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, THE WEST HALF OF THE
NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE
SOUTHWEST QUARTER AND THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE
NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, ALL IN SECTION 15, TOWNSHIP 13
SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ALL IN THE CITY OF ENCINITAS, COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA.
SAN DIEGUITO WATER DISTRICT NOTES
VICINITY MAP
N.T.S.
(1) WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD
SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
(2) REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO
THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON -EXISTENCE OF, ANY UNDERGROUND UTILITY,
PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
(3) ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR
PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING 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.
(4) CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING
WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT.
ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC)
STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT
STANDARDS AT THE OWNER'S EXPENSE.
(5) UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
(6) MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS.
(7) ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS.
WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
(8) CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE
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.
(9) 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.
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: 10 -I g- /8
THOMAS GSELL -�
KPFF CONSULTING ENGINEERS
700 SOUTH FLOWER STREET, SUITE 2100
213.418.0201 BMP PROJECT STATUS
RCE EXPIRES 030/2019 ,
FIELD OPERATIONS PLANNING DIVISION SAN DIEGUITO WATER DISTRICT
061A 10 - 40 - 2$'l4R
SIGN DATE SIGN DATE SIGN DATE GN DATE If/
STANDARD
ENCINITAS FIRE DEPARTMENT
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
UCJIUIVCU Is T:
UrwWIV es T:
l Fitl.KtU tSY:
- ENGINEERI DIVISION APPROVALS
CITY OF ENCINITAS
- DEVELOPMENT SERVICES
DEPARTMENT
DRAWING NO.
8K
FS
BK
DESCRIPTION: ENC -4B, 2.5" BRASS DISC
LOCATION:
RECORD FROM:
ELEVATION: 173.343 (2007 ELEV)
DATUM: NAVD88
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: a - 11- i
_ %� R.C.E. NO.: C34734
`�
THOMAS GSELL EXP.: 09/30/19
REC D AP ROVED:
� \
IMPROVEMENT PLAN FOR:
ENCINITAS MEMORIAL UTILITY
UNDERGROUNDING DEVONSHIRE DRIVE
SCRIPPS HEALTH
PLANNING CASE NO: 06 -066 MUP APN: 258- 241 -33
14003 1
PUBLIC WORKS
THOMAS GSELL DATE
PLANNING
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DESCRIPTION
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DATE
BENCHMARK
AS -BUILT APPROVALS
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DRAWN BY;
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NGINEE NG DIVISION APPROVALS
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DRAWING NO.
DESCRIPTION: ENC -4B, 2.5" BRASS DISC
LOCATION:
RECORD FROM:
ELEVATION: 173.343 (2007 ELEV)
DATUM: NAVD88
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: o - / _ /
R.C.E. NO.: C34734
'`"'
THOMAS GSELL EXP.: 09/30/19
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DATE DATE
N
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DATE
INSPECTOR
❑j
ELECTRICAL DUCT BANK. SIZE OF CONDUIT PER PLAN.
O1
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TO BE PERFORMED
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N
TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DRAWING.
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0
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/_
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LOCATE AND INTERCEPT 1 OF 2 EXISTING 4" SDG &E CONDUITS.
-
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0 10' 20'
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=2101�
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SCALE: 1"=20'
❑8
REMOVE AND REBUILD SIDEWALK TO THE NEAREST JOINT PER SAN
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CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGBNED BY:
DRAWN BY;
CHE EKED BY:
NGINEE NG DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
DESCRIPTION: ENC -4B, 2.5" BRASS DISC
LOCATION:
RECORD FROM:
ELEVATION: 173.343 (2007 ELEV)
DATUM: NAVD88
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: o - / _ /
R.C.E. NO.: C34734
'`"'
THOMAS GSELL EXP.: 09/30/19
REC APPROV
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IMPROVEMENT PLAN FOR:
ENCINITAS MEMORIAL UTILITY
UNDERGROUNDING DEVONSHIRE DRIVE
SCRIPPS HEALTH
PLANNING CASE NO: 06 -066 MUP APN: 258- 241 -33
14003 -1
PUBLIC WORKS
THOMAS GSELL DATE
PLANNING
ST NM K. =,.rrstl/rl IN
�� ®" f,,,�� o t $
DATE DATE
REVIEWER
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UNDERGROUND LOCATING
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DIG!
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SECTION 4216/4217 OF THE GOVERNMENT CODE
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BE ISSUED BEFORE A "PERMIT TO EXCAVATE"
WILL BE VALID. FOR YOUR DIGALERT I.D.
NUMBER CALL UNDERGROUND SERVICE ALERT
TOLL FREE 1- 800 - 227 -2600 TWO WORKING
DAYS BEFORE YOU DIG
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CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS �calurvev rsr: urwvvry �.: �nt�KtU may:
BK FS BK
DESCRIPTION: ENC -46, 2.5" BRASS DISC INT. DATE PLANS PREPARED UNDER SUPERVISION OF
PUBLIC WORKS DATE: le -I fe
LOCATION: ATE
RECORD FROM: THOMAS GSELL D PLANNING R.C.E. NO.: C34734
ELEVATION: 173.343 (2007 ELEV) REVIEWER �-
DATUM: NAVD88 DATE INSPECTOR THO AS GSELL EXP.: 09/30/19
F-_-
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COX (3) 2"
EX. SDG &E (1) 4"
II
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REINSTALL SPEED
TABLES
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LEGEND:
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CENTER LINE T TELEPHONE
SS SANITARY SEWER POINT OF CONNECTION
W WATER ------- i COORDINATION POINT
SD— STORM DRAIN --- 3 CAP OR PLUG
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS �calurvev rsr: urwvvry �.: �nt�KtU may:
BK FS BK
DESCRIPTION: ENC -46, 2.5" BRASS DISC INT. DATE PLANS PREPARED UNDER SUPERVISION OF
PUBLIC WORKS DATE: le -I fe
LOCATION: ATE
RECORD FROM: THOMAS GSELL D PLANNING R.C.E. NO.: C34734
ELEVATION: 173.343 (2007 ELEV) REVIEWER �-
DATUM: NAVD88 DATE INSPECTOR THO AS GSELL EXP.: 09/30/19
F-_-
V17++00- r -- -
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EX. SDG &E (1) 4"
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TABLES
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m
UTILITY CONSTRUCTION NOTES: EXISTING UTILITY NOTES:
ELECTRICAL DUCT BANK. SIZE OF CONDUIT PER PLAN. O EXISTING POWER POLE TO BE REMOVED (WORK TO BE PERFORMED BY
TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DRAWING. SDG &E).
❑2 CONDUIT FROM BASE OF EX. POLE TO NEW HANDHOLE (WORK TO BE O EXISTING SDG &E TERMINATOR TO BE REPLACED WITH NEW 3523 TERM.
PERFORMED BY CROWN CASTLE).
LOCATE AND CONNECT TO EXISTING STUB.
ELECTRICAL PULLBOX /HANDHOLE /PAD. SIZE PER PLAN. _
ZC�
LOCATE AND INTERCEPT 1 OF 2 EXISTING 4° SDG &E CONDUITS.
LOCATE AND REROUTE (1) 4" SDG &E CONDUIT.
0 10' 20'
❑
7 LOCATE AND INTERCEPT EXISTING 2" COX CONDUITS.
SCALE: 1"=20'
REMOVE AND REBUILD SIDEWALK TO THE NEAREST JOINT PER SAN
DIEGO REGIONAL STANDARD DRAWING G -7.
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
D APPROV IMPROVEMENT PLAN FOR:
ENCINITAS MEMORIAL UTILITY
E OWA 1� � i UNDERGROUNDING DEVONSHIRE DRIVE
14003 -1
DATE SCRIPPS HEALTH
PLANNING CASE NO: 06 -066 MUP APN: 258 - 241 -33 SHEET 3 OF 5
�I
0
o �
N �
O N
a+ �
7 �
N N
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N
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NO
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Uo
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006
°
o
O
N
6f0
-cc"
0
CROWN CASTLE (2) 2"
COX (3) 2"
EX. SDG &E (1) 4" AND (2) 5"
m
UTILITY CONSTRUCTION NOTES: EXISTING UTILITY NOTES:
ELECTRICAL DUCT BANK. SIZE OF CONDUIT PER PLAN. O EXISTING POWER POLE TO BE REMOVED (WORK TO BE PERFORMED BY
TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DRAWING. SDG &E).
❑2 CONDUIT FROM BASE OF EX. POLE TO NEW HANDHOLE (WORK TO BE O EXISTING SDG &E TERMINATOR TO BE REPLACED WITH NEW 3523 TERM.
PERFORMED BY CROWN CASTLE).
LOCATE AND CONNECT TO EXISTING STUB.
ELECTRICAL PULLBOX /HANDHOLE /PAD. SIZE PER PLAN. _
ZC�
LOCATE AND INTERCEPT 1 OF 2 EXISTING 4° SDG &E CONDUITS.
LOCATE AND REROUTE (1) 4" SDG &E CONDUIT.
0 10' 20'
❑
7 LOCATE AND INTERCEPT EXISTING 2" COX CONDUITS.
SCALE: 1"=20'
REMOVE AND REBUILD SIDEWALK TO THE NEAREST JOINT PER SAN
DIEGO REGIONAL STANDARD DRAWING G -7.
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
D APPROV IMPROVEMENT PLAN FOR:
ENCINITAS MEMORIAL UTILITY
E OWA 1� � i UNDERGROUNDING DEVONSHIRE DRIVE
14003 -1
DATE SCRIPPS HEALTH
PLANNING CASE NO: 06 -066 MUP APN: 258 - 241 -33 SHEET 3 OF 5
�I
0
o �
N �
O N
a+ �
7 �
N N
r
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N
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NO
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006
EX. RETAINING WALL
i -A SECTION A -A
SHT q j N.T.S.
ME fkw ME HE, m m am MR M-Tm ram gm im ENO ffm ON NA em ow No ME i�wi ml
j
(1,.– o 0) — _\ ,ice
0 — ----- - - - - -- — `�
- -- - -- - -- –
_- R/W
� 18"
--7 8.0' MIN
- N
EXISTING
all
- _- _- -
&:T AT &T - \\ AT &T --
DETAIL 1
SCALE: 1"=5'
- 800 - 227 -2600
CALL USA /SC FOR
UNDERGROUND LOCATING
48 HOURS BEFORE YOU
DIG!
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT IDENTIFICATION NUMBER
BE ISSUED BEFORE A "PERMIT TO EXCAVATE"
WILL BE VALID. FOR YOUR DIGALERT I.D.
NUMBER CALL UNDERGROUND SERVICE ALERT
TOLL FREE 1- 800 - 227 -2600 TWO WORKING
DAYS BEFORE YOU DIG
I CHANGE NO.
NOTES: ANY CHANGES TO BE
APPROVED BY CITY AND /OR AS- BUILT.
FIRE DEPARTMENT TO BE NOTIFIED 48 HOURS
PRIOR TO ANY ROAD CLOSURES OR TRAFFIC
CONTROL PLAN BEING IMPLEMENTED.
DESCRIPTION I APPROVED I DATE I BENCHMARK
DESCRIPTION: ENC -4B, 2.5" BRASS DISC
LOCATION:
RECORD FROM:
ELEVATION: 173.343 (2007 ELEV
DATUM:NAVD88
14+00
, I s
LEGEND:
_ -- PROPO
9
13 +00 12 +00 11 +00
UTILITY CONSTRUCTION NOTES:
` PLANNING
REVIEWER
DATE INSPECTOR
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: /o - I _ 1%
j R.C.E. NO.: C34734
THOMAS GSELL EXP.: 09/30/19
�1
ELECTRICAL DUCT BANK. SIZE OF CONDUIT PER PLAN.
- - -- MATCH LINE
G
GAS
TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DRAWING.
- - — PROPERTY LINE
E
ELECTRIC
CONDUIT FROM BASE OF EX. POLE TO NEW HANDHOLE (WORK TO BE
CENTER LINE
T
TELEPHONE
PERFORMED BY CROWN CASTLE).
SS SANITARY SEWER
�
POINT OF CONNECTION
LOCATE AND CONNECT TO EXISTING STUB.
W WATER
COORDINATION POINT
ELECTRICAL PULLBOX /HANDHOLE /PAD. SIZE PER PLAN.
SD— STORM DRAIN
— q
CAP OR PLUG
LOCATE AND INTERCEPT 1 OF 2 EXISTING 4" SDG &E CONDUITS.
®
LOCATE AND REROUTE (1) 4" SDG &E CONDUIT.
LOCATE AND INTERCEPT EXISTING 2" COX CONDUITS.
n
REMOVE AND REBUILD SIDEWALK TO THE NEAREST JOINT PER SAN
DIEGO REGIONAL STANDARD DRAWING G -7.
` PLANNING
REVIEWER
DATE INSPECTOR
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: /o - I _ 1%
j R.C.E. NO.: C34734
THOMAS GSELL EXP.: 09/30/19
iq
EXISTING UTILITY NOTES:
O1 EXISTING POWER POLE TO BE REMOVED (WORK TO BE PERFORMED BY
SDG &E).
( EXISTING SDG &E TERMINATOR TO BE REPLACED WITH NEW 3523 TERM.
G DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
A e000nvcn. IMPROVEMENT PLAN FOR:
�_ L J� ENCINITAS MEMORIAL UTILITY
kK Gqy
DATE ��+ UNDERGROUNDING DEVONSHIRE DRIVE
ZLt `° ( 2.01 a SCRIPPS HEALTH
PLANNING CASE NO: 06 -066 MUP APN: 258- 241 -33
z(
0 10' 20'
SCALE: 1 " =20'
I]ZT- 11`IVCd ;[elm
14003 -1
SHEET 4 OF 5
1 .A
♦♦
W
O
o�
N N
Y_ Lq
� N
n
0
O N
LL o
u c6
3tv tm
m °Q�
C, N N
006
4 117
v3
an
LAJ
rERMlIT l0
AN
0
0
o�
N N
N
n
N
�o
0
�o
;6o
O N
LL O
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O
V) Q
p N N
1� JQ
Y z
EX. SDG &E CONDUITS: - -- -- -,
� AND EQUIPMENT. 0 NSTAAI GONDIRCTORS +�
/ �W
T -� �o �
DEVONSHIRE
22
o
EX. SDG &E CONDUITS.
SDG &E WILL OBTAIN SEPARATE r�
J � PERMIT TO INSTALL CONDUCTORS CC
AND EQUIPMENT.
1 8 �Ie>
—�— -
i
C
0
NdC�y o - DEVONSHIRE DRIVE ,
o
20 +00 -- — ss-- ss1� -FO(3- 18 +00 _ss_ 17 +00 16 +00 _ss —ss_ - 15 +QE3C
C) _
b
LEGEND: UTILITY CONSTRUCTION NOTES: EXISTING UTILITY NOTES:
1- 800 - 227 -2600 ❑j ELECTRICAL DUCT BANK. SIZE OF CONDUIT PER PLAN. O1 EXISTING POWER POLE TO BE REMOVED (WORK TO BE PERFORMED BY
oJND SEq�, NOTES: ANY CHANGES TO BE MATCH LINE G GAS TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DRAWING.
CALL USA /SC FOR
APPROVED BY CITY AND /OR AS- BUILT. SDG &E).
o � UNDERGROUND LOCATING — — — — PROPERTY LINE E ELECTRIC
A 48 HOURS BEFORE YOU � CONDUIT FROM BASE OF EX. POLE TO NEW HANDHOLE (WORK TO BE O EXISTING SDG &E TERMINATOR TO BE REPLACED WITH NEW 3523 TERM.
DIG! FIRE DEPARTMENT TO BE NOTIFIED 48 HOURS — CENTER LINE T TELEPHONE PERFORMED BY CROWN CASTLE ).
°0-227 ti PRIOR TO ANY ROAD CLOSURES OR TRAFFIC
CONTROL PLAN BEING IMPLEMENTED. SS SANITARY SEWER � POINT OF CONNECTION � LOCATE AND CONNECT TO EXISTING STUB.
IMPORTANT NOTICE —W— WATER � COORDINATION POINT � ELECTRICAL PULLBOX /HANDHOLE /PAD. SIZE PER PLAN. _
SECTION 4216/4217 OF THE GOVERNMENT CODE OFESSIp Z
REQUIRES A DIGALERT IDENTIFICATION NUMBER � aS gp— STORM DRAIN —� CAP OR PLUG � LOCATE AND INTERCEPT 1 OF 2 EXISTING 4" SDG &E CONDUITS.
BE ISSUED BEFORE A PERMIT TO EXCAVATE
WILL BE VALID. FOR YOUR DIGALERT I.D. -
NUMBER CALL UNDERGROUND SERVICE ALERT rn � LOCATE AND REROUTE (1) 4 SDG &E CONDUIT. 0 to' 20'
No. 3, 734
TOLL FREE 1 -800- 227 -2600 TWO WORKING * E '9, 0/19 .* � LOCATE AND INTERCEPT EXISTING 2" COX CONDUITS.
DAYS BEFORE YOU DIG SCALE: 1"=20'
REMOVE AND REBUILD SIDEWALK TO THE NEAREST JOINT PER SAN
DIEGO REGIONAL STANDARD DRAWING G -7.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
BK FS BK
DESCRIPTION: ENC -4B, 2.5" BRASS DISC INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC � APPRO E IMPROVEMENT PLAN FOR:
�
LOCATION: PUBLIC WORKS DATE: to - f _/a ENCINITAS MEMORIAL UTILITY
,�y
RECORD FROM: THOMAS GSELL DATE PLANNING V N�A� SCRIPPS HEALTH
� � , UNDERGROUNDING DEVONSHIRE DRIVE 14003 -I
ELEVATION: DATUM: NAVD88 REVIEWER 173.343 (2007 ELEV) R.C.E. NO.: C34734 o LL 20�
DATE INSPECTOR THOMAS GSELL EXP.: 09/30/19 DATE DAT PLANNING CASE NO: 06 -066 MUP APN: 258- 241 -33 SHEET 5 O!
5
LAJ
rERMlIT l0
AN
0
0
o�
N N
N
n
N
�o
0
�o
;6o
O N
LL O
� d �
O
V) Q
p N N
1� JQ
Y z
EX. SDG &E CONDUITS: - -- -- -,
� AND EQUIPMENT. 0 NSTAAI GONDIRCTORS +�
/ �W
T -� �o �
DEVONSHIRE
22
o
EX. SDG &E CONDUITS.
SDG &E WILL OBTAIN SEPARATE r�
J � PERMIT TO INSTALL CONDUCTORS CC
AND EQUIPMENT.
1 8 �Ie>
—�— -
i
C
0
NdC�y o - DEVONSHIRE DRIVE ,
o
20 +00 -- — ss-- ss1� -FO(3- 18 +00 _ss_ 17 +00 16 +00 _ss —ss_ - 15 +QE3C
C) _
b
LEGEND: UTILITY CONSTRUCTION NOTES: EXISTING UTILITY NOTES:
1- 800 - 227 -2600 ❑j ELECTRICAL DUCT BANK. SIZE OF CONDUIT PER PLAN. O1 EXISTING POWER POLE TO BE REMOVED (WORK TO BE PERFORMED BY
oJND SEq�, NOTES: ANY CHANGES TO BE MATCH LINE G GAS TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DRAWING.
CALL USA /SC FOR
APPROVED BY CITY AND /OR AS- BUILT. SDG &E).
o � UNDERGROUND LOCATING — — — — PROPERTY LINE E ELECTRIC
A 48 HOURS BEFORE YOU � CONDUIT FROM BASE OF EX. POLE TO NEW HANDHOLE (WORK TO BE O EXISTING SDG &E TERMINATOR TO BE REPLACED WITH NEW 3523 TERM.
DIG! FIRE DEPARTMENT TO BE NOTIFIED 48 HOURS — CENTER LINE T TELEPHONE PERFORMED BY CROWN CASTLE ).
°0-227 ti PRIOR TO ANY ROAD CLOSURES OR TRAFFIC
CONTROL PLAN BEING IMPLEMENTED. SS SANITARY SEWER � POINT OF CONNECTION � LOCATE AND CONNECT TO EXISTING STUB.
IMPORTANT NOTICE —W— WATER � COORDINATION POINT � ELECTRICAL PULLBOX /HANDHOLE /PAD. SIZE PER PLAN. _
SECTION 4216/4217 OF THE GOVERNMENT CODE OFESSIp Z
REQUIRES A DIGALERT IDENTIFICATION NUMBER � aS gp— STORM DRAIN —� CAP OR PLUG � LOCATE AND INTERCEPT 1 OF 2 EXISTING 4" SDG &E CONDUITS.
BE ISSUED BEFORE A PERMIT TO EXCAVATE
WILL BE VALID. FOR YOUR DIGALERT I.D. -
NUMBER CALL UNDERGROUND SERVICE ALERT rn � LOCATE AND REROUTE (1) 4 SDG &E CONDUIT. 0 to' 20'
No. 3, 734
TOLL FREE 1 -800- 227 -2600 TWO WORKING * E '9, 0/19 .* � LOCATE AND INTERCEPT EXISTING 2" COX CONDUITS.
DAYS BEFORE YOU DIG SCALE: 1"=20'
REMOVE AND REBUILD SIDEWALK TO THE NEAREST JOINT PER SAN
DIEGO REGIONAL STANDARD DRAWING G -7.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
BK FS BK
DESCRIPTION: ENC -4B, 2.5" BRASS DISC INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC � APPRO E IMPROVEMENT PLAN FOR:
�
LOCATION: PUBLIC WORKS DATE: to - f _/a ENCINITAS MEMORIAL UTILITY
,�y
RECORD FROM: THOMAS GSELL DATE PLANNING V N�A� SCRIPPS HEALTH
� � , UNDERGROUNDING DEVONSHIRE DRIVE 14003 -I
ELEVATION: DATUM: NAVD88 REVIEWER 173.343 (2007 ELEV) R.C.E. NO.: C34734 o LL 20�
DATE INSPECTOR THOMAS GSELL EXP.: 09/30/19 DATE DAT PLANNING CASE NO: 06 -066 MUP APN: 258- 241 -33 SHEET 5 O!