2015-12651 I (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO
AN APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
NERAL NOT
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR
INSPECTION.
2. THE SOILS REPORT TITLED "-4.11A PREPARED BY DATED AND UPDATE
DATED PROJECT# SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. 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.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL
BE PROVIDED STATING: "THE GRADING UNDER PERMIT
NO. -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE
FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT C14AftL jC AT (2& CIOk jqo S ,
24 HOURS A DAY. AA00A6
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 GRADING PLAN SHALL BE
INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
(40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION
BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES
AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY
AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM
WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE
ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE
DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE
AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A
CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER
SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
REQUIRED FOR THIS STRUCTURE.
STANDARD NOTES FOR SEWER IMPROVEMENT
PLANS
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
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN STANDARDS COMMITTEE) THE SAN DIEGO REGIONAL STANDARD DRAWINGS
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
(LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS:
1. TRENCH WIDTH SHALL BE PER SDRSD NO. SP -02 UNLESS OTHERWISE NOTED.
MINIMUM PIPE SEPERATION 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.0 AND A.B.S SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM
ABOVE THE PIPE SHALL BE %" 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 OTHER WISE 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
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN WITH 8 -INCH COLLECTOR SYSTEMS WITH CITY ENGINEERS APPROVAL.
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY 5. THE CONSTRUCITON OF 4 -INCH SEWER LATERAL PER SDRSD NO'S SS -01 AND
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE SS -02. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE.
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE 6. THE CONSTRUCTION OF CONCRETE CUT -OFF WALLS SHALL BE CONSTRUCTED
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF AS PER SDRSD NO. SP -07
THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE 7. ALL MAINS AND LATERALS SHALL BE A MINIMUM OF 42" BELOW THE FINISHED
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT GRADE
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE
TREE REMOVAL. CONTINUED ON SHEET 2
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE Underground Service Alert
6010- - 2u I6 DESCRIPTION: 2" DISC STAMPED7 2" IN TOP OF CURB EAST SIDE
LOCATION: VULCAN AVENUE, 200 FEET NORTH OF E. STREET HORIZONTAL: 1" = 20' Call: TOLL FREE
RECORD FROM: ROS NO 18416 (PT. NO. 1032) I -SQ0
ELEVATION: 92.0041 NAVD 88 VERTICAL: 1" = 4' 422 -4W
STORMWATERPOLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION
ACTIVITES
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 DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
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 - (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.
OWNER
OWNER NAME: CHARLIE MOORE
ADDRESS: 401 NEPTUNE AVE ENCINITAS, CA 92024
PHONE: 760 - 402 -1405
SITE ADDRESS ^
PROJECT ADDRESS: 829/852 REGAL ROAD ENCINITAS,
CA 92024
APN: 258 - 241 -05
258- 252 -01
OWNER'S CERTIFICATE
REQUEZA
5 FREEWAY
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 COMPACTIONAND STABILITY OF
THE SITE.
SIGNATURE:
I,T/AL6 L -AHAVE BEEN RETAINED TO PREFORM CONSTRUCTION
OBSERVATION AND TRENCH BACKFILL COMPACTION TESTING
SIGNED:
RCE NO.: I,3r>3
EXP. DATE: 7-SO `2017 CI'.3
JOB #: 9a
COMPANY TERKA TEcNn�'`Zj1,y
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STATEMENT OF ENGINEER OF WORK
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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: ��c %- DATE:
ROBERT D. DENTINO
EXCEL ENGINEERING
440 STATE PLACE ESCONDIDO, CA 92029
PH. 760 - 745 -8118
RCE EXPIRES 12/31/16
Z?I" No. 45629
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2 REGAL ROAD ENCINITAS CA 92024
GLENN PRLIIM APN 258- 241- 05/258- 251 -01 12651 -1
DATE PLANNING CASE NO:
SHEET 1 OF 2
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STANDARD NOTES FOR SEWER /MPROVEMENTPLANS
NOTE 1% FR AS -BOIL T POSITIONS OF UTIL ITIES
IN REGAL ROAD, REFER TO CITY a<
EA:C'INITAS DRAWIAG AD.
5975 -I. COYTRACT04 TO POThf�LE ALL
CROSSING' UTIL ITIES PRIR TO
COVSTRUCTIOV
2% ALL ROADWAYS SHALL BE A MINtAHAN
24FT IN WIDTH &RIAG' CONSTRXTION AAD
MAINTAIAED FREE AAD CLEAR IAC'LLD1
PARIAD' OF VEHICLES
3) OWAERS TO OBTAIN SEPARATE OVSITE
AtLWIAV PERMIT FR WORK OV PRIVATE
PROPERTY
4) COVTRACTR SHALL RTAIN TRAFFIC
CONTROL PERMIT FROM EAC 6064 TER PRIOR
TO START OF WORK.
WORK TO BEDONE
1J 8" PVC SEWER 1.32.48
2) SEWER CLEANOUT PER S.D.R. S.D. - SC -01 1
.3f 4" SEWER LATRAL PER S.D.R.S.O. SS- 01 2 EA
4 IRE C P T
IMPORTANT NOTICE
PLAN ARESASEDOV PENAVD88DATZN.
��Q( U. L),c��
"Vj.
M4F1L•LD Yb 1F1t1?T/OJV RNO SURVEY . I MEREI3Y CERTIFY
Section 4216/4217 of the Government
Code requires a Dig Alert Identification
PREVIOUS RECORD PLAN ELEVATIONS THAT WERE
��
p� 2 y
T RAT THE PRO -AEer WA5 CONSrT3UGTE0 JN 5U n 5 r/m T /AL
ENGINEERING
Number be issued before a
"Permit to Excavate" be
BASED 6W PE NGVD 29 DATLN MAY bF
No. 45629 o >
CD NFORM ANCr_ W) r/4 T P E ST• AS 13 U l L r PL 1/ N S .
will valid.
For your Dig Alert I.D. Number Call
APPROXIMATL v CONVERTED TO NAND 88 BY AD91
K E.aiz -ai -'e
'� 0 20
40 60 80 Underground Alert
2. 15 FEET SEE ROS M9 18416 FR DETAILS
�C Z1iG�
9
440 SM F PLAIT Mill PH (AiOJTk5 -B11B FX (7607k3 1890
Two working days before you dig.
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17013cR r D. Df AirIA10 017 TE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
Underground Service Alert
BENCHMARK
SCALE
DESIGNED BY:
1 DRAWN BY:
1 CHECKED BY:
ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
DRAWING NO
Li
190
CONTINUED
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 N/A
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 CONSTUCTION
CHANGE PRIOR TO ACCEPTANCE FOR PUBLIC USE.
12. FILL AREAS MUST BE COMPLATED TO 90% PRIOR TO PIPE INSTALLATION.
13. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'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 IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES,
AND POR TIONS 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 MAINHOLE; 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 OF 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
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LF
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f N H A CH PR SD.R.S.O. G -24 A, TYPE A 140 LF EXISTIAAC SEWER CASE -IRON TYPE WITH A 36 -INCH OPENING. MANHOLE COVER INSERTS SHALL BE
5f EPDXY L /NE /SPARK TEST MANHOE 1 EA DISCHARGE PERMIT CS 24 -INCH DIAMETER WITH LETTERING "CITY OF ENCINITAS" AND "SEWER" SIMILAR TO
( 200,3 -011 WHAT IS INDICATED ON SDRSD M -1
APN 256- 252 -04 56 \ APN 256- 252.01 STANDARD CAST NOW MH
APN 256 - 252_02 APN 256 - 251 -01 FRAME AND COVER CEMENT IN `` ' K: ~c.. FLX/R4 BARS, OR /LL
STA 5167.50 REGAL ROAD 3 629 REGAL ROAD PLACE WIN CEMENT MORTAR : ".,':. EMBED INTH EPDXY
=STA 1Ot00, MH ,�4 � � CEMENT
PER ENC /N /TAS DWG 5975 -1. BEC/N CDNSTRUCAON I APPROX /MATE POS /ADN
STA 11t14. CONSTRUCT 4 " PVC SEWER I STA 4t i5.02 RECAL ROAD r
O" B PVC SEWER. RECONSTRUCT MANHOLE AS R� LATERAL PER SDRSD SS -01, /.E ® +: I11 =111;
" I 0/- ABANDONED 12" I I =STA 11 t .32.48 SEWER EXTENSYON 1 i ,3(' " DIA �" 1 =1 11= •.: L � •- • ;
\ } �. MA /N= 177.04 /.E., O R/W = ,PR99, CONSTRUCT SEWER 6LEAN011T PER SD. R. S.D. ! 111 -II P
MANHOLE PER DETAIL THIS /EET /.E. ®MH = 171.40, z s < . >, CMP F/LLED INTH SAND 7�_ R = 184.5 17q, 50 SC -OL END CONSTRUCTION 1I R EXISTINi^ /.E. 0 DROP = 175.78 TOP AW= 181.58 - EXTEND CLEANOUT s EX /SANG CURB / T /.E = 177.50 , TOP R/M = 186.00 R /SER TO SURFACE MH TO BE EPDXY L /NED t SPARK TESTED PER TER METER 17.398 FL o GREENBOOK STD SEE SEWER NOTES 120 y.. � M� GRADE
P
90 CR055 I 1 =1
=1111 - -
VC DROP MH .:;•.
D
8 "PROPOSE II = CLRE OR/LL OPEN /NG /N MH WALL
6" ACP WATER PER WO -57 -42 ^� 1 / / I I < j SEWin -I 1- GROUT ANNULAR SPAL� INIH SECTIONS B
- w- w -w -w -w w w -w -w -w w w--(p�-w w�w -w w w -w w w- -�4�- w -w -w -w w w� w I-w w -A -w -w ` w w -w 7 -w w- II III , II 111 - i.. I'I 1111 NON - SHRINK CEMENT MRTAR "
sva - srs - svo - SVD - Svc Svc -- sva _ SVD v� - svo - vo - Sv9 Ev`a -- SV`E, - Sv9 - a SVS Sv0 - SV°J svS - -,ro ' - sv� ;v� v3 - .- Rf�ACC� -CLWy.I.- .G(..�iaT£ -R>- s. svo - seo - - _ REA/OVF AND RECONSTRUCT
HP GAS LINE -� >, . ,max .;v, �- ', �J G -2�+ �� j II 175. 7B y�• II111111 M /N. (RP)
SILLWALK PER SRSD W LINE TO
.. - - STAA�P IN - - - - A006W 09A7F NEW LINE
• "� 7 �� S" A
r 27" RCP WATER MA /N \ \ \ ( \ CURB FALL \ ) 1 "1 =11 -III-
w---'____W_-w w w -w -w w-I-w w -w w - -w w�._- `tia - -w -w -mow w _ w- w� -"-- -w W v. --w w - -w. �__v�� -w -wow w w- w -w� -w w_.__.,- e :':'. s.,• 1) I� NOTES
- w- c- w- w- ,- r- w- w- w- w -w -w -w w w- �- �&iw w { w w w w -w -w \ w -w -w- w - -w- \ w---w -w w w -w w�c -w w� w w iv- R�� i t ..: ` -`; 1 =111
�- - " wR4A =11, s , 1 ROP MH SHALL BE /DENACAL TO STANDARD
16" ACP WATER PER WD -BO -10 - ' -' T \ \ III I 60190qF7F MH EXCEPT FOR PIPE DETA /LS AS SHOINV
2 THE OR M .
v . a ,'.: .•� . a o . / is •... o:• . .. _ _ RNG SEAL WALL PENES )70N PERRSORSO SM-04 o
_ _ _
° _
°� r.V. III }} lll��l
-R /W- - - - - ',. =.;. 1111 3J CLEAN AND rno
_ �- � . , , ...': � : `�•' .• 111 -I I ( I � a °�
X X• X E /SANG RANT RINGS AND APPL Y BOND/NG AGENT CEMENT PR /OR TO V A
'. - = Ili =III= PUR/NG SVPPRT FOR ROP SECAOV. O
1 1.'; °: `�, �T-- X ' "X X PVC DROP M/i( ,. I - o
4J NO MH APN 258-24102-01 154 '� } :; '- ! / I i 90'BEND 111 II STEPS ALL01fE0
0 W
EX /SANG 6" ACP WATER. \ °f <;:. f / 132 Ril Rup I -I 171.4 I I1 I 5J CONTRACTOR TO REA/OVE CONCRETE MH BASE Z ~'
EXISTIAC CURB /GRATE i =1 1 - - I- - O
_ Ti 1 i i- INTH FLOW L /NE, REPLAar COVCREIE SDRSD? ININ v
�\ } I / I " I APN 256- 241 -06 I_III r_....�;i: '.; ,_:; "ti::.a_.. = -:._ Ill! I M. - Ni W FLOWt /NE z w
INLET. FL= 172.02 } \_.`` .=
CONSTRUCT TRENCH 11 j TA 11429, 0, ,CONS)*JCT 4 I, I1 -1) -1 - -_„ i -111- 111 = III= 111= {I1 =1I - 9 MIN. 62 FOLLOINNG RECOVSARUCAOV DROP MH IS TO BE R w G
PATCH PER S.D.R. S.O. xl' `� 1 \ }PVC SEWER LATERAL IpER APN 256-24P -05 EAD -1 l EPDXYL /NED /COATED AND SPARK TESTED PER LU g op
C/TY OF ENC /N /TEAS } \ } \ ;': ii' �/ SOR SD. SSS -01, /.E 0 MAIN CAST TO /NCLUDE SEWER MAIN GREEN806W STANDARDS D a
SCALE 1"=20' STANDARD TRENCH } 1 1 1 Y:.; (:': 5 90' BEND 0 W;!
CITY AOF ENC /N /TASEDRA{f7NG NO. TO &PA /R DETA /L I I 1 I I I / = 10 RI /E ®R/1V 179.5, 5 j� U (� r w r o
5975 -1. I 1 { < < � ';:.! f ®R = 185.6 R ( _j
OFESS/ I. ENGINEER OF 1?Ff,09D DR AN AUTNOR/ZE-h R/_-PT�r5EA1TAT)VC UAIDE•/7 MY � c
DATL/M Ak7TE ALL ELEVATIONS Sf�WN ON THIS RGS PONS11'3LC L71-1,91W WYE /lJ5PtCTL -/_7 T9f P92 [CT 51 rt. I3AST-17 UPON u� � �
- /3u if L-M - PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP OV D: PUBLIC SEWER EXTENSION FOR: "
Call: TOLL FREE DESCRIPTION: 2" DISC SIMM ETC 2" DI TO? 0` IND EAST SIDE DATE: z� /8�/6
HORIZONTAL: 1" = 20' ✓V� . ^/\ a„' 829/852 REGAL ROAD, ENCINITAS, CA 92024
LOCATION: OM: OS N 1 16 (PT. � . s»r APN: 258 -241 - 05/258- 252-01 12651 -I
12-41 RECORD FROM: R0S NO 18416 (PT. N0. 1032 R.C.E. N0.:45629 MASH MAHER GLENN PRUIM
422 -4133 ELEVATION: 92.004/ NAND 88 VERTICAL: 1"= 4'
Two WORKING DAYS BEFORE YOU DIG ROBERT D. DENTINO EXP.: 12 -31 -16 DATE .3/1q / 16 DATE `� 5� /(� PLANNING CASE NO: NA SHEET 2 OF 2
IMPORTANT NOTICE
PLAN ARESASEDOV PENAVD88DATZN.
��Q( U. L),c��
"Vj.
M4F1L•LD Yb 1F1t1?T/OJV RNO SURVEY . I MEREI3Y CERTIFY
Section 4216/4217 of the Government
Code requires a Dig Alert Identification
PREVIOUS RECORD PLAN ELEVATIONS THAT WERE
��
p� 2 y
T RAT THE PRO -AEer WA5 CONSrT3UGTE0 JN 5U n 5 r/m T /AL
ENGINEERING
Number be issued before a
"Permit to Excavate" be
BASED 6W PE NGVD 29 DATLN MAY bF
No. 45629 o >
CD NFORM ANCr_ W) r/4 T P E ST• AS 13 U l L r PL 1/ N S .
will valid.
For your Dig Alert I.D. Number Call
APPROXIMATL v CONVERTED TO NAND 88 BY AD91
K E.aiz -ai -'e
'� 0 20
40 60 80 Underground Alert
2. 15 FEET SEE ROS M9 18416 FR DETAILS
�C Z1iG�
9
440 SM F PLAIT Mill PH (AiOJTk5 -B11B FX (7607k3 1890
Two working days before you dig.
\�
9j C /0- O
FOF CAl \F
17013cR r D. Df AirIA10 017 TE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
Underground Service Alert
BENCHMARK
SCALE
DESIGNED BY:
1 DRAWN BY:
1 CHECKED BY:
ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
DRAWING NO
- /3u if L-M - PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP OV D: PUBLIC SEWER EXTENSION FOR: "
Call: TOLL FREE DESCRIPTION: 2" DISC SIMM ETC 2" DI TO? 0` IND EAST SIDE DATE: z� /8�/6
HORIZONTAL: 1" = 20' ✓V� . ^/\ a„' 829/852 REGAL ROAD, ENCINITAS, CA 92024
LOCATION: OM: OS N 1 16 (PT. � . s»r APN: 258 -241 - 05/258- 252-01 12651 -I
12-41 RECORD FROM: R0S NO 18416 (PT. N0. 1032 R.C.E. N0.:45629 MASH MAHER GLENN PRUIM
422 -4133 ELEVATION: 92.004/ NAND 88 VERTICAL: 1"= 4'
Two WORKING DAYS BEFORE YOU DIG ROBERT D. DENTINO EXP.: 12 -31 -16 DATE .3/1q / 16 DATE `� 5� /(� PLANNING CASE NO: NA SHEET 2 OF 2