2017-13207 SG (Plans)RIGHT OF WAY NOTE NOTIFICATIONS
STORAMATER POLLUTION CONTROL BAP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES COST... OLIVENk4IN MUNICIPAL WATER DISTRICT RTES COST...
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON -SITE CONSTRUCTION MATERIAL STORAGE TRASH EM
LEAST 4B HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH
ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF STORED MATERIALS SHALL BE CONTAINED IN -A SECURE PLACE TO PREVENT SEEPAGE AND TEMMrs c�us �tIVE
WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR
THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST
HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION.
"DOGE NOTE PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS x a
THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION ELIMINATE OR REDUCE POLLUTION AL STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES 22. CONTRACT RECORD DRAWINGS MUSTS SUBMITTED PRIOR TO FINAL ACCEPTANCE
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE id
AND HE CONVEYED TO AN APPROVED DRAINAGE FACILITY. SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORM DRAIN INLETS. LOCATION AND ELEVATION OF PIPES AND APPURTENANCES.
STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND SITE
UTILITY A. SEWERS - CSD - (760)- 633 -2770 PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER MAMCFESTER P
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT- (760)- 632 -4209 TRAINING REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE
D. TELEPHONE - SBC BELL - (760)- 489 -3411 C0NTPT i7JRS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR
E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL MATERIALS WITHIN THE ONE YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT
GENERAL NOTES 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE % Q
BEGINNING ANY WORK ON THIS PROJECT. PHONE- PROPERTY OWNER(S) STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT OR NEGLECT EXCEPTED.
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD 24. ALL VALVE BOX INSTALLATION FOR BURIED VALVES IN PUBLIC PAVED STREET s
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. , WITHIN THE COUNTY OF SAN DIEGO SHALL ADHERE TO THE COUNTY'S REGIONAL
WASTE MANAGEMENT
OF THE CITY OF ENVISIONS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED MANCFESTER
STANDARD DRAWINGS NO. W -12A AND W -128 FOR VALVE WELL COVER AND VALVE
ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO REJECTION AND REMOVAL. CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WELL FRAME AND ASSEMBLY.
TO ANY REQUEST FOR INSPECTION. EROSION CONTROL WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
2. THE SOILS REPORT TITLED "UPDATE GEOTECHNICAL REPORT, PROPOSED BUILDING E AT 25. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS VICINITY MAP
GRAUER SCHOOL, ENCINITAS, CALIFORNIA" PREPARED BY LEIGHTON AND ASSOCIATES, INC. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STUART GRAUER AT {760) 944 -6777, NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO TORMMRUNOF. BERMS /DIKES SHALL PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. NOT TO SCALE
3934 MURPHY CANYON ROAD, SUITE B205, SAN DIEGO, CALIFORNIA 92123, DATED OCTOBER 24 HOURS A DAY. BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL
19, 2016. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. LEGM OWNERS CERTIFICATE
SPECIFICATIONS CONTAINED IN SAID REPORT. TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. PROPERTY LINE
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND
WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, NEIGHBORING PROPERTY LINE ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. 1
BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE OF THE ENGINEERING INSPECTOR. PROPOSED CONTOURS OFFICERS OFFICIALS EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST
GRADING. 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 ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES,
CENT 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. EXISTING CONTOURS --- ---
-- - DAMAGES AND COSTS, INCLUDING ALL COSTS OF OFFENSE THEREOF, ARISING OUT OF
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL A TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR
REPLACED OR REPAIRED TO CONDITION POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING EXISTING EASEMENT OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS,
EXISTING PRIOR TO GRADING. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE RECEPTACLES AROUND THE SITE. SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR WORK ORCONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. EXISTING EDGE OF PAVEMENT -- »r » r - INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY
.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY OR PUBLIC EASEMENTS.
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO FROM STORMORAIN INLETS ON PERVIOUS SURFACES. CENTERLINE
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND TRAVELED AWAY . EXISTING WATER MAIN 'rd- v' SIGNATURE: DATE:
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE BE INCORPORATED HEREON. FROM CONSTRUCTION SITE EXISTING SEWER MAIN -- - -- GRAUER F UNDATION F A DUCATION
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 2210 ENCINITAS BLVD, E T
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS __ J,__ ______ ENCINITAS CA 92024
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE EXISTING GAS MAIN - � C. - - - --
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND SLOPE AT THE CONCLUSION OF EACH WORK DAY. PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. SOILS ENGINEERS CERTIFICATE
7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH OLIVENHAIN MUICIPAL WATER DISTRICT NOTES EXISTING MANHOLE O
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY I, __ ! I(!4 N± Q�9� rl_______ A REGISTERED CIVIL ENGINEER IN THE STATE OF
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS DRAINAGE DIRECTION CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
ENGINEER SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND PREVALE T ITHZN THIS SITE WAS MADE BY ME R U DER MY DIRECTION
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BW /ZAP NOTES PROPOSED BUILDING ��VV
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE ON fo LLV Co�AND FOR AN UPDATE ON _LLD _ 201(.1. ONE COMPLETE COPY OF
CALLING (760) 633 -2770. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL PROPOSED 3" PVC PIPE _ _ _ - - - - - - THE SUUILS REPORT COMPILED FROM THIS STUDY, WI MY RECOMMENDATIONS HAS BEEN
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS TIMES. SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /DR INTO THE PUBLIC STORM PROPOSED 4" CLEANOUT o THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE
APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
DRAIN SYSTEM. STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH EXISTING 6" PCC CURB & GUTTER GRADING PLANS AND SPECIFICATIONS.
CONDITIONS
SHALL COMPLY WITH ALL AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE THE DISTRICTS INSPECTOR. - -
c� r
WITH REGARDS TO THE HAULING OPERATION. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. \ `,
3. UNLESS OTHERWISE NOTED, CONI�CTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND EXISTING WATER SERVICE (WS -02 & WC -17) - !�wl�.J SIGNED:-
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 1 RCE NO.: __ - - -_
FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR EXISTING SEWER LATERAL - --------------------
CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT DI PLAN TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. S CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH- LINING TEMPORARY EXP. DATE__ Y�30/ &____ __ _________
AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. MODULAR RETAINING WALL PER PLAN � � � �
THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION 3934 MURPHY H ASSOCIATES
OPERATION. AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 3934 MURPHY CANYON AD
LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO OWNER SAN DIEGO, CA 92123
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR CONSTRUCTION.
5, DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR GRAUER FOUNDATION FOR EDUCATION
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND
HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL 2210 ENCINITAS BLVD, STE T (858) 292 -8030
COMPACTION TS FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT DISCHARGE IT TO AN ADEQUATE IMP /BMP. NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ENCINITAS, CA 92024
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL ARRANGE FOR INSPECTION OF THE PROJECT.. STATEMENT OF ENGINEER OF NOW MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR SITE ADDRESS THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
CAMINO REAL 1500 S EL
UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE
USE. ENGINEER'S TRADE ORPROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 - 227 - 2600) PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE APN: 262 - 160 -30 REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER
OBTAINED. B. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH LEGAL DESCRIPTION ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER PARCEL "8" OF CERTIFICATE OF COMPLIANCE RECORDED IN THE OFFICE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON JANUARY 29, 2013 RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON.
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT AS INSTRUMENT NO. 2013- 0059751 OF OFFICIAL RECORDS, MORE THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE pgRTICULARLY AS FOLLOWS: AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
OBJECTIONABLE MATERIAL SHALL D. REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF
WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL HE REMOVED ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR n
TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH THE NORTHERLY 78.00 FEET OF THE EASTERLY 60.50 FEET OF PARCEL THE ENGINEE,, AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE
MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE 2 OF PARCEL MAP NO. 2162, IN THE CITY OF ENCINITAS, COUNTY OF AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK
DEPTH NT 12 INCHES AND THEN COMPACTED E, A MINIMUM OF 90 PERCENT. IT SHALL BE 4° MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE PERFORMED BY THE ENGINEER.
SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND
THE CONTRACTOR'S RESPONSIBILITY TO PLACE FICATI WATER AND COMPACT DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM PERMITTED. COUNTY RECORDER OF SAID SAN DIEGO COUNTY, NOVEMBER 13, 1973
THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOP THIS STRUCTURE.
12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW AS FILE N0. 73- 344888 OF OFFICIAL RECORDS ALSO BEING A � Q(�OFESSION
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX PORTION OF SECTION 23, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN QkO �Z�HAEL q9
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND srORAANarER POLLUTION CONTROL BAP MOTES RELATIVE To CONSTRI/CTIOWt acrrvrTIEs AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE BERNARDINO BASE AND MERIDIAN, ALSO BEING A PORTION OF PARCEL SIGNATURE. DATE.
EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR 'A" OF CERTIFICATE OF COMPLIANCE RECORDED IN THE OFFICE OF THE BRIAN MICH ARDOLINO
WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER CONCRETE WASHOUT HIGH OR LOW POINTS AS APPROVED BY THE DISTRICTS REPRESENTATIVE. COUNTY RECORDER OF SAID SAN DIEGO COUNTY, APRIL 18, 2012 AS r <z z
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO CONTRACTOR SHAL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO DOCUMENT NO. 2012- 0226380 OF OFFICIAL RECORDS. PASCO LARET SUTTER & ASSOCIATES w o No. 71651 o m
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A 535 N. HIGHWAY 101 m Exp. 12/31/17 $
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. SIDE LOT LINE. A 314 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR TOGETHER WITH THE EASTERLY 498.00 FEET OF THE FOLLOWING SOLANA BEACH, CA 92075 10L
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. DESCRIBED LAND: (858) 259 -8212
16, ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, RCE EXPIRES: 12 -31 -17 Slq CIVIC tip
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE Mo ETRUCTTDN SITE ACCESS 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTH- OF CALIF
THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND THE DISTRICTS PRIOR WRITTEN CONSENT. EAST QUARTER, AND THE NORTH QUARTER OF THE SOUTHEAST QUARTER
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. AS 3' CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR 23, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN PASCO LARET SUITER
INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S CONSTRUCTION VEHICLES SIDE OF WATER METER. ACCORDING TO OFFICIAL PLAT THEREOF.
URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR & ASSOCIATES
ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS EXCEPTING THEREFROM THE SOUTHERLY 335.00 FEET THEREOF,
SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
OTHERWISE. NO GRADING, EXCAVATION OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL A A TREE TO EROSION CONTROL 17. LINE VALVES ESPECIALLY TEE WHENEVER POSSIBLE. REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE 535 North Highway 101, Ste A, Solana Beach, CA 92075
OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES .
THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE ph 558,259.8212 1 ffz 85 8.259,4812 (plsaengineerimmg , eoffi
IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS
APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED EROSION CONTROL MATS ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S
UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. BMP PROJECT STATUS
NO EXCAVATION AND GRADING ACTIVITIES APE ALLOWED DURING WET WEATHER. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL HE APPROVED BY THE DISTRICT
IMPERVIOUS AREA DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE.
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 43,419 SF CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY S IN 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURE THE OMWD
IMPERVIOUS AREA AFTER CONSTRUCTION., 46,327 SF EROSION CONTROL MEASURES. STANDARD
INCREASE IN IMPERVIOUS AREA: 2,906 SF STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES.
IMPERVIOUS AREA REPLACED: 436 SF CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO
NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION.
EARTHWORK DATA TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION OUVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT
STEEPEST EXISTING NATURAL SLOPE ON -SITE = NIA IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
MAXIMUM VERTICAL DEPTH OF CUT = 2' BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
MAXIMUM VERTICAL DEPTH OF FILL = 0.3' PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
CUT = 40 C -Y- FILL = 10 C•Y. ACTIVITIES ARE COMPLETE. f
EXPORT = 30 C.Y.0 61 111 (� ( 5. 1� / ak
REMEDIAL = 270 C.Y. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. SIGN�ATE/ SIGN DATE SIGN DATE SIGN DATE SI UAOE
(3' -5' REMOVAL AND RECOMPACTION UNDER BUILDINGS)
SIGNATURE EX RES 2 YEARS AFTER DATE
CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS- PUBLIC WORKS DEPARTMENT DRAWING NO.
DESCRIPTION. • PT. NO. 1035 ENC -35 _ PLANS PREPARED UNDER SUPERVISION OF RECOM ENDED: SIMPLIFIED GRADING PLAN FOR
LOCATION FO. WELL MONUMENT AT CENTER__ HORIZONTAL: _.._N /A 1500 S EL CAMINO REAL 1 X7207 ®mil
-- - - -- -- - OF CUL -DE -SAC EAST END OF - q 1 � I `� DATE. � ' !' _L 206v
ORANGE VIEW DRIVE IL)
VERTICAL: _N/A___ BRIAN MIC L ARDOLINO DATE R.C.E. NO.: 71651 Sir QwEt4s zScRt "� THE GRAUER SCHOOL
- - - - APN: 262- 160-30
- -- - - ELEVATION: - 243.24 -- - - -_- o a 1h BRIAN MICHAEL ARDOLINO 12 -31 -17 /G 7
DATUM: NAVD88 EXP.:. _ -_ DATE_ ��7- DATE l -( /
VIEWER INSP TOR SENIOR ENGINEER -___- - PLANNING CASE N0: 16 -170 MUPMOD /DR /COP T I OF 41
PLSA 789
NOTES:
1. THE MAINTENANCE OF ALL PROPOSED BMP S WILL BE THE RESPONSIBILITY OF
THE OWNERS. THIS WILL INCLUDE ANY POST - CONSTRUCTION BMP AS WELL AS ANY
CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR
FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION
OPERATIONS.
2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL
MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS DIRECTING
WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR
STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS
WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER,
AND SPILL CLEAN UP TECHNIQUES.
3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK-
PILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN
ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH
AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION
OF THE STOCKPILES WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE
COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED
SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH
THE STOCKPILED MATERIAL.
4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF
DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF RAIN AND IF
THE SOIL IS SUFFICIENTLY SATURATED.
5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND
MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR
MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AND IN THE
EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS,
LEAKS OR BREAKS
REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM WILL EITHER BE
SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN
OFFLRE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED.
6. FOP STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL 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. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
7. OWNER 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 AN ISSUANCE OF A STOP WORK NOTICE
AND DOUBLE PERMIT FEES. IT IS THE RESPCNdSIBLIBITY OF THE OWNER TO KNOW
WHERE THE LOCATION OF THE PROPERTY LINE IS.
B. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND,
9. 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.
10. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER,
JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL
EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER
ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM
LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE
NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER
QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS
COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE
TOILETS OVER A PERVIOUS SURFACE.)
11. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED.
DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS
AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES
:SHALL BE IDENTIFIED ON THE SITE PLAN. MOST C94MOV MEASURES ARE
DESIGNATED TURN= AREAS WHICH RECEIVE ROCK= DRAINS AND RUNOFF FROM
IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR
BMP S SHALL BE DELINEATED ON PLANS AND A NOTE PLACED ON PLANS
PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS
WITHOUT A CITY PERMIT.
12. NO STORAGE OR IMPROVEMENTS SHALL OCCUR WITHIN THE EXISTING OPEN
SPACE EASEMENT AREA.
13, ALL CONSTRUCTION TRAILERS SHALL BE REMOVED OFF SITE PRIOR TO
COMPLETION CE CONSTRUCTION ACTIVITIES TO THE SATISFACTION CE THE CITY.
ROOF DRAIN NOTE.' FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF
FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO
COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
GRADING NOTE ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS
ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF
THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PER41SSSION FROM THE
ADJACENT PROPRTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR
TO START OF ANY SUCH WORK. ANY DISTURDANCE ON THE ADJACENT PRIVATE
PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND
SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORN( TO BE ISSUED FOR THE
PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
4" OVERFLOW STANDPIPE
INLET W/ ATRIUM GRATE 2" HARDWOOD MULCH/
DROUGHT TOLERANT GRASS COVER OR CITY
PLANTS (TYP.) APR1FfSVC EOUIVALENT
I 24" ENGINEERED SOIL
6" MINI" :� 1 6'. ' ! ' �* SEE NOTE BELOW
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° TG 139.85 v, h; WALL r.,� _ �� _.. __.. � ,. l ��.° Stf ARC: P, -A,J; ,rJr' !7.,. -.: x
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CONDENSER PAD - 1 =_ " 9.31 + )' 23 ,9 ti -
\ 1 140. 11 ,3399 - ' m- V FG: .j4. _: i' _., ° - r 7h/ 141' r
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TWO ADDITIONAL BLDiK1133.45 \, Fr; 139.45 't1. 4'Sp " * t di„� 'klt J
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COUR3ES TO BE ADDED
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* BIORETENTION 'ENGINEERED SOIL" LAYER SHALL 8E MINIMUM 24" THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY YED BY CONSTRUCTION. AND /OR INSTALL CITY "VON B
I 11-11 El PAVER WITH 3/8" VOID BY SIMPLIFIED GRADING PLAN
1-111-111 I I III I I BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED 8Y CONSTRUCTION. VOID FILLER - 118" TO 318" (NO.B) ORCO AQUABRIC OR CITY
DEEP SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE AGGREGATE IN VOIDS APPROVED EQUIV 1 " =10' SCALE
"SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL
SHALL CONTAIN 50-60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH, AND ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD X1 1 1" TO 2" CLEAN WASHED COARSE
20 -30% TOPSOIL, FREE OF STONES STUMPS ROOTS OR SIMILAR OBJECTS, OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE SAND FOR LEVELIING
AND ALSO FREE OF NOXIOUS WEEDS. LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS GRAPHIC SCALE i"=10'
** 314" CRUSHED POCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE REQUIRED BY THE LAND SURVEYORS ACT PLASTIC LANDSCAPE CHOKER COARSE - 2" THICK OF
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE (SACK) ` '° 318" TO 112" (1 CRUSHED ROCK
DETAIL NOTE TO LOMRACTGiR MIN 6" THICK OF 3/4" 0 10 20 30
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED UTILITIES ARE KNOWN TO EXIST IN THE AREA, INFORMATION SHOWN HEREON °` a. " `.:" ��CRUSHED ROCK - REFER TO ApFESSIO
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND ;:'.;;° q " -. MANUACTUFIER S SPECS. 19 A'9
BICNaETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. VERTICAL LOCATION IO EXISTING UTILITIES UNKNOWN. CONTRACTOR G ° � FOR THICKNESS FOR QUO �ZCHAEL q9 � � PAS C O LARET S U f TE R
FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING r -i,_ _ O
aI ! FIRE APPARATUS (H-20) h� 2 O �n
ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 1" BELOW MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF =iI' J rl L Ii rl,�!I1 I ti Q < Z
WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOADING - IF APPLICABLE
ADJACENT FINISHED SURFACE LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. w m No. 71651 o m & ASSOCIATES
SOIL SUBGRADE Exp. 12/31/17 z
�/ �+�+ c pA,� CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
DETAIL m LA /VDV7VAPG D►Y/P AL STREET TREES ALONG EL CAMINO REAL TO BE PROTECTED IN PLACE. PERVIOUS PAVER DETAIL r CIVIL 535 North Highway 101, Ste A, Solana Beach, CA 92075
NOT TO SCALE NOT TO SCALE 9� OF CA ph 858.259.8212 1 fz 858.259.4812 pleaengineering.com
CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT Em I ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. TRG
DESCRIPTION: PT. NO 1035 ENC -35 PLANS PR ARED UNDER SUPERVISION OF REC MENDED: A OV SIMPLIFIED GRADING PLAN FOR:
LOCATION.' FD. WELL MONUMENT AT CENTER .__ S
- - -- -- - - - - HORIZONTAL: 1 " =10' 1 f�iv v 1500 S EL CAMINO REAL
OF CUL-DE-SAC. EAST EIS OF �'1°t •1 `� DATE.' � � , 1 -- _ - -__ -- - _ _ _ THE ORANGE VIEW DRIVE - . --
- - _. - ic`','• ®Wf�s �f2 5: _ I�Irip HE GRAUER SCHOOL
RECORD FROM.' - -_ -._- _ _ VERTICAL N/A BRIAN L SIR INO DATE A.C.E. NO : 1651
_ _ -- - -__ -- -- _ APN:262 -1600
ELEVATION.' -_ 2.43.24 y u O I SAO 5-1-t CA ' ' BRIAN MICHAEL ARDOLINO 12-31-17
DATUM.' _NAVD88 -- EXP.: - -- DATE-6 h I - DATE CP r / % SHEET 2 OF 4
VIEWER INSPECTOR SENIOR ENGINEER - �� 7 __ -_�/ -� PLANNING CASE N0: i6 -170 ML�M00 /DR /COP
PLSA 789
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EXISTING EASEMENTS
6. AN EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS AND INCIDENTAL PURPOSES,
RECORDED JANUARY 16, 1953 AS INSTRUMENT NO. 7185 IN BOOK 4718, PAGE 454 OF
® Ia
OFFICIAL RECORDS.
I T
IN FAVOR OF: SAN DIEGO GAS & ELECTRIC COMPANY
k T 18
AFFECTS: AS DESCRIBED THEREIN
THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION.
51 I v,l�®
j y'
O y
21
_
IN FAVOR OF.' OLIVENHAIN MUNICIPAL WATER DISTRICT A MUNICIPAL WATER DISTRICT
®I c �
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23
8. AN EASEMENT FOR PUBLIC ROAD PURPOSES AND INCIDENTAL PURPOSES, RECORDED APRIL
14, 1967 AS INSTRUMENT NO. 52066 OF OFFICIAL RECORDS.
IN FAVOR OR COUNTY OF SAN DIEGO
AFFECTS: AS DESCRIBED THEREIN
to
DRAINAGE STRUCTURES AND EXCAVATION AND EMBANKMENT SLOPES BEYOND THE LIMITS OF
THE ABOVE DESCRIBED RIGHT OF WAY WHERE REQUIRED FOR THE CONSTRUCTION AND
MAINTENANCE THEREOF.
may
- �s
' l29J
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BUFFER � �-,1 yr� l a
50 30
I
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EXISTING EASEMENTS
6. AN EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS AND INCIDENTAL PURPOSES,
RECORDED JANUARY 16, 1953 AS INSTRUMENT NO. 7185 IN BOOK 4718, PAGE 454 OF
OFFICIAL RECORDS.
IN FAVOR OF: SAN DIEGO GAS & ELECTRIC COMPANY
AFFECTS: AS DESCRIBED THEREIN
THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION.
TERMS AND PROVISIONS CONTAINED IN THE ABOVE DOCUMENT.
7. AN EASEMENT FOR PIPELINE OR PIPELINES AND CONDUITS AND INCIDENTAL PURPOSES
RECORDED MAY 3, 1961 AS INSTRUMENT NO. 76614 OF OFFICIAL RECORDS.
IN FAVOR OF.' OLIVENHAIN MUNICIPAL WATER DISTRICT A MUNICIPAL WATER DISTRICT
AFFECTS: AS DESCRIBED THEREIN
8. AN EASEMENT FOR PUBLIC ROAD PURPOSES AND INCIDENTAL PURPOSES, RECORDED APRIL
14, 1967 AS INSTRUMENT NO. 52066 OF OFFICIAL RECORDS.
IN FAVOR OR COUNTY OF SAN DIEGO
AFFECTS: AS DESCRIBED THEREIN
SAID INSTRUMENT ADDITIONALLY CONTAINS THE PRIVILEGE AND RIGHT TO EXTEND
DRAINAGE STRUCTURES AND EXCAVATION AND EMBANKMENT SLOPES BEYOND THE LIMITS OF
THE ABOVE DESCRIBED RIGHT OF WAY WHERE REQUIRED FOR THE CONSTRUCTION AND
MAINTENANCE THEREOF.
9. AN EASEMENT SHOWN OR DEDICATED ON THE MAP FILED OR RECORDED NOVEMBER 13,
1973 AS PARCEL MAP 2162 OF PARCEL MAPS
FOR' PROPOSED PRIVATE ROAD EASEMENT AND INCIDENTAL PURPOSES.
10. AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES AND INCIDENTAL PURPOSES
RECORDED JANUARY 02, 1974 AS INSTRUMENT ND. 74- 000038 OF OFFICIAL RECORDS.
IN FAVOR OF JESSE JOHN LUX
AFFECTS: AS DESCRIBED THEREIN
11. AN EASEMENT FOR ROAD AND PUBLIC UTILITY AND INCIDENTAL PURPOSES, RECORDED
MAY 15, 1985 AS INSTRUMENT NO. 85- 169802 OF OFFICIAL RECORDS.
IN FAVOR OF VARIOUS PARTIES (SAID EASEMENT HAS BEEN GRANTED /RESERVED IN
VARIOUS OTHER INSTRUMENTS OF RECORD)
AFFECTS: AS DESCRIBED THEREIN
12. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED JUNE 7,
1988 AS INSTRUMENT NO. 8B- 271035 OF OFFICIAL RECORDS.
IN FAVOR OF.' SAN DIEGO GAS AND ELECTRIC COMPANY
AFFECTS: AS DESCRIBED THEREIN
THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION.
14. AN EASEMENT FOR OPEN SPACE/HABITAT PRESERVATION AND INCIDENTAL PURPOSES,
RECORDED SEPTEMBER 18, 2001 AS INSTRUMENT NO. 2001 - 0672068 OF OFFICIAL RECORDS.
IN FAVOR OF: THE CITY OF ENCINITAS
AFFECTS.' AS DESCRIBED THEREIN
15. AN OFFER OF DEDICATION FOR PUBLIC STORM DRAIN EASEMENT REQUIRED AS
CONDITION OF APPROVAL OF CASE NO. 01 -016 MUPMOD/DR/CDP/EIA AND INCIDENTAL
PURPOSES RECORDED SEPTEMBER 18, 2001 AS INSTRUMENT ND. 2001 - 0672069 OF OFFICIAL
RECORDS.
TO GRAUER FOUNDATION FOR EDUCATION
17. AN EASEMENT FOR PUBLIC UTILITIES INGRESS AND EGRESS AND INCIDENTAL
PURPOSES, RECORDED NOVEMBER 19 2001 AS INSTRUMENT NO. 2001-0840367 OF OFFICIAL
RECORDS.
IN FAVOR OF.' SAN DIEGO GAS & ELECTRIC COMPANY
AFFECTS' AS DESCRIBED THEREIN
TERMS AND PROVISIONS CONTAINED IN THE ABOVE DOCUMENT.
18. AN EASEMENT FOR ERECT, CONSTRUCT, RECONSTRUCT, REPLACE, REPAIR MAINTAIN AND
USE PIPELINE OR PIPELINES FOR ANY AND ALL PURPOSES, TOGETHER WITH ANY OTHER
WITH ANY OTHER FACILITIES FIXTURES AND APPURTENANCES AND INCIDENTAL PURPOSES
RECORDED FEBRUARY 20, 2002 AS INSTRUMENT NO. 2002 - 0144696 OF OFFICIAL RECORDS.
IN FAVOR OF OLIVENHAIN MUNICIPAL WATER DISTRICT
AFFECTS: AS DESCRIBED THEREIN
19. THE TERMS PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED
'GRANT OF PRIVATE DRAINAGE EASEMENT AND AGREEMENT" RECORDED OCTOBER 20, 2003 AS
INSTRUMENT NO. 2003 - 1281785 OF OFFICIAL RECORDS.
21. AN EASEMENT FOR UNDERGROUND ELECTRIC AND COMMUNICATION FACILITIES AND
INCIDENTAL PURPOSES, RECORDED MARCH 12, 2004 AS INSTRUMENT NO. 2004- 0205797 OF
OFFICIAL RECORDS.
IN FAVOR OF.' SAN DIEGO GAS & ELECTRIC COMPANY
AFFECTS' AS DESCRIBED THEREIN
23. AN EASEMENT FOR UNDERGROUND ELECTRIC FACILITIES, AND APPURTENANCES FOR THE
TRANSMISSION AND DISTRIBUTION OF ELECTRICITY, UNDERGROUND COMMUNICATION
FACILITIES, AND APPURTENANCES, PIPELINES AND APPURTENANCES FOR ANY AND ALL
QQpFESSz,
!
PURPOSES, TOGETHER WITH THE RIGHT OF INGRESS AND INCIDENTAL PURPOSES, RECORDED
QUO �ZpNAEL q9
JUNE 21, 2007 AS INSTRUMENT NO. 2007 - 0419586 OF OFFICIAL RECORDS.
IN FAVOR OR SAN DIEGO GAS & ELECTRIC COMPANY, A CORPORATION
w
m N0. 71651 o
m
AFFECTS., AS DESCRIBED THEREIN
¢ Exp. 12/31/17 a
�c T�
THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION.
N ST,4 CIV1\-P
24. AN EASEMENT FOR WATER AND INCIDENTAL PURPOSES, RECORDED JUNE 26, 2008 AS
OF pA�IF�
INSTRUMENT NO. 2008 - 0345178 OF OFFICIAL RECORDS.
IN FAVOR OF., OLIVENHAIN MUNICIPAL WATER DISTRICT, A PUBLIC AGENCY AFFECTS. AS
GRAPHIC SCALE 1"=30'
DESCRIBED THEREIN
TERMS AND PROVISIONS CONTAINED IN THE ABOVE DOCUMENT.
28. AN EASEMENT FOR WATER AND INCIDENTAL PURPOSES RECORDED AUGUST 12, 2014 AS
0 30 60 90
INSTRUMENT NO. 2014 - 0344177 OF OFFICIAL RECORDS.
IN FAVOR OF.' OLIVENHAIN MUNICIPAL WATER DISTRICT, A PUBLIC AGENCY AFFECTS AS
DESCRIBED THEREIN
PASCO LARET SUITER
TERMS AND PROVISIONS CONTAINED IN THE ABOVE DOCUMENT.
ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North highway 101, Ste A. Solana Beach, DA 92075
ph 858.259.8212 1 fa 858.259.4812 1 plsaengineering.com
CHANGE NO. DESCRIPTION A PROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. BM6
DESCRIPTION. PT. NO. 1035 ENC -35 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: OVE SIMPLIFIED GRADING PLAN FOR:
-i LOCATION: FD._ WELL MONUMENT AT _CENTER
OF CUL-DE-SAC. EAST END OF HORIZONTAL: 1 " =10' DATE G �• ( - __ __ c 1500 S EL CAMINO REAL qn
- - ORANGE VIEW_DRIVE - �' q \ 7165 13207 -SG
RECORD FROM' _ _ - -- VERTICAL: N/A BRIAN MICHAEL D IND DATE SSE' f�WE1�S Z �N� THE GRAUER SCHOOL
__ R.C.E. NO 71651 APN: 262 - 160 -30
ELEVATION . 43.24 __ - -- _ '/ 70 (l $- •1 BAIA ICHAEL ARDOLIND 12 -31 -17 a �f SHEET 3 OF 4
- -- - - _ - — - - -
------ DATUM.' NA V6768 EXP.: - - DATE_ 6 x /17 DA ! PLANNING CASE NO: 16 -170 MUPMOD /DR /COP
EV.IEWER ZNSPEC R SENIOR ENGINEER
PLSA 789
G
NOTE: CARDIFF SANITATION DISTRICT NOTES
CONTRACTOR TO MODIFIY CONSRUCTION 1. OMWO APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK,
ENTRANCE IN THE FIELD AS NECESSARY OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED
DURING OR AFTER CONSTRUCTION.
✓K7 18 X 1B RIVER
,, CONSTRUCT SEDIMENT BARRIER AND 2, ALL DESIGN, MATERIALS AND CONSTRUCTION WORK SHALL CONFORM TO THE OLIVENHAIN MUNICIPAL
-6X LAWN PLAY ¢iE!_7- Ta€ 141.72 W 141.e4 e F ;,38,45\ cG 39 45 ,,T MiN) TRAPPING DEVICE TO SEDIMENT OST CURRENT
_ __ -- - 5 2 5 - _ tG °f FOR PUBLIC WORKS CONSTRUCTION S(AGREENBOOK) AND THE RE ION STANDARD DRAWINGS SPECIFICATIONS
M S
TIONS
° `' „f, L EDITIONS. IN THE EVENT OF CONFLICT THE OMWO SEWER STANDARDS GOVERN.
T
lj 133 45 HATCH REPRESENTS °PAIVATEL°Y AAINTAINED 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT
F 1417 . X \ EX ECK ° �) - ,4MAE , ' '710N TREATMENT AREA ;NOTrTa 9E LEGETID
FL 141.0�Z A JU ° �. UMOD.ZFIED `W T OUT THE PERMIT $IONIDF THE AL TIMES WITHOUT EXCEPTION.
139.
- -- ACCD INGLY 241 S x.75 1 ( _- j 7 CITY aF TAS (120 SF BASIN)`- - - - -- GRAVEL BAGS PER DETAIL 8 000000000 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 6 3 ON
\R DET 1i HIS SHEET (EXISTING} THE J AT ALL TIMES.
"G L $' F 3E SILT FF_NCE PER DETAIL C X X- OBSITE L
139 ' '7 c " F' J s H'? 'GI 11 - -_. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF
o000 00 0 o 000^ 00 o C 88x W7 &:, 1p 'VCR g3f} THAT MAY PROVE DEFECTIVE
F C ,4Ti INN WORKMANSHIP CAND IORD MATERIALS LWITHIN RTHE ONE LYE YEAR WITHOUT EXPENSE WHATSOEVER
r.3 I ) FIRE DEPT. NOTES TO OMWD.
13,9 5
1,_...E _ - - � rr ! 1. ALL FIRE APPARATUS ACCESS SHALL HAVE AN UNOBSTRUCTED VERTICAL 6. PRIOR TO BEGINNING SEWER WORK. CONTRACTOR SHALL SECURE A OMWO PERMIT FOR CONSTRUCTION
FL 140 FG 1 (_ ` ( I k�_,_1w fn 2 3v -! L_F _ - ; 7Q4
- CLEARENCE OF NOT LESS THAN 13 FEET 6 INCHES. CRC 503.2.1
` - FF 6 rG ais j l AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION.
_ J
F, 142.71 3t3_`3v . I -_ -_ __--r(
�T 2. FIRE ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT
7. APPROVAL OF THIS PLAN BY OMWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF
°� Pr T THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE THE LOCATION OF, OR THE EXISTENCE OR NON EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE, OR
j W ' �* PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL - WEATHER
O EX SEWER Y�ITERAL STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. CIZ
€ y= r'i j ; I I' - ' _,l 1 DRIVING CAPABILITIES. AMENDMENT 503.2.3
TG t139 5 f
° _ _ € € ° € I€ I I /' (/ B. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE OMWO DISTRICT ENGINEER IN WRITING
tgg 1X 2 =9.87 w �( 3. THE GRADIENT FOR A FIRE APPRATUS ROADWAY,. THIS GRADE SHALL NOT PRIOR TO CONSTRUCTION.
TG -_ EX WAiEF ERVi4 BE .SA TS fj EXCEED 20 %. GRADES EXCEEDING 15% (INCLINE OR DECLINE) ON FIRE -
0 {0 - -
FS 139.6 �. '" - APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT G
F6 SB -��° �._ PfSEld S PAIVAT Y AINTAIrVEQ1. II MINIMAL MITIGATION SHALL BE A SURFACE OF PORTLAND CEMENT CONCRETE PRESENCE OF THE OMWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO
7� p - -` -.(�- °TAI IaN? MFN RIOT
TO B&_ (PCCL WITH A DEEP BROOM FINISH PERPENDICULAR 70 THE ENTIRE DIRECTION EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE OMWD INSPECTOR,
FG 139 5; - -- VS _YK WI OUT _ PERMISSION OF TtNE ? _� OF TRAVEL, OR EQUIVALENT, TO ENCHANCE TRACTION THE ENTIRE LENGTH
19X C
NC T 53 OR AS APPROVED BY DISTRICT ENGINEER.
- d tF INJ -V - OF THE GRADE.
F, " x140 5 0 C r ty 3 d � �� DETAIL HIS - VgPXIS�ING) �j VICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS
_ " °,.•., -..a J FS 140 0 - ...._. G ...r r : __ 4. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO 10. ALL SERVICE
IE 133.58 _e- \ti OTHERWISE SHOWN AS APPROVED BY OMWD ON THE PLANS.
50 FaRE 6UF,�ER- .,I 0 (r -- 2 r +I( c 4 / THE PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED
0 s 1' rG 239.41/ FG 1�b a �I CON Rt. € >' ")N 'I` TO THE SATISFACTION OF THE FIRE DEPARTMENT.' 11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE ATEACH LATERAL LOCATION BY THE
FS 140.0 s 38 ' it a. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE CONTRACTOR.
�s i 3.42 rt Y :' {!. I���� -''� lj APPROPRIATE INSPECTING DEPARTMENT OR AGENCY SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL
i -- FS 439.9 FG 139.6 I $i f VI, SIP i .
i Pr,D WALK PER (( _� 12. A 10 GAGE
LANDSCAPE _ ,� F.G i 9.2Ci I �� I1' b. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN
'� �' SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG
r � F" � i.��..9.� .r
- h: "2 4,.. r� +39.251 �� . -- -- TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES,' &
G 1al,crsTG 139.9 TG 139 85 4 PORTION OF So f f OVER THE CUSTOMER ED OF THE LATERAL SHALL EXTENT ABOVE GRADE UNTIL CONNECTED AND SHALL
- - FS ass 26/ IIr_
r `- r
ZE 137.7 i� � IE 3 WALK TO REf� `� 1 THEREAFTER BE BURIED AT THE POINT OF CONNECTION.
BMP TREAT IN UT F6 140.7 ' ! 5 n -r, 11 t - Nr) r 1 OR WAC�KN!AY NBC' L � x c. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY
AS A DESILTI OUT F5 1339,-9- P�PQSEL�UILCi %� TG 139.5 11 LAWN
j THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
DURATION OF C TIONQ Afi - -' 9 a
T� '2.92'\ r = F PAZ% -13q. II "< .Ai,.. ,j -EX STAIRS TO / r ,�
.,a. r , FE 1139.43/ ;�E-I�ao7 IE 139.09 ~W,,, -- LOW PRESS
BE REMOVED
_ .4�. \fir `{ S 140.0 C5 G t)'s %L F _.
14. ALL SEWERS ANT LATERALS SHALL BE WAYNE BALLED
k AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE OR PRIOR TO CONSIDERATION FOR FINAL
INSrALL 60 RF -sU cED y - 3" PVC PIPE 0.5% !1 W/ A'r l! c ! 'tom .r ° J i \ ACCEPTANCE BY OMWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES
BIORETEN7{ TMENT SIN 1 ��� ,G�€ - % ` TG AND UTILITY LATERALS.
PER DETAIL - - 138.8 7G 1a�9. a a 3" PVC PIPE @ 1% FG 139,6 1 - 1'`
Jr-.� ; -G 1:921_ F.6 13J?5/ FG _9'9_.r7 ' ' 46 ° SFrV6 t '..- 6.47 ,� F. 1
` - _ - = / IE / l' a, 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE
E 1376 _it,.1P RIM 139.7 TG 139:5 4 L. 3.1 45 GN'i0 WA A` 0VF/ I << .
R
INSPECTOR PRIOR TO PAVING
rW P0. {j I _ Atf.tNG J ADJACENT PRa2ERTY DE f6ANP NOTE
OMWD INSPE
r ' 3 1 ` iE 137.5 TE 939.14 '�-
139. - d 1 s 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH
143.9 I 4° PVC PIPE @ 1% tG 11"'''3 ° ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY.
GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
FL 149. 239.9 _ .- - (1�. ?I. _ LX StZNG C -4 MASONRY WALKWAY BRIDGE ABOVE +: ?9.9' m.A :.:MO 9 _._tip - °- INSTALLATION OF GASKETED PVC SADDLE WYE ON EXISTING PIPE, CONTRACTOR SHALL PLACE SADDLE
-- G, g,g V,((..( G 139.85 RETATNTNG WALL PER SORSO I. - " ' I r 1' PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER ON THE EXISTING PIPE AND MARK THE PIPE WITH AN OUTLINE OF THE PROPOSED CUT -IN PRIOR TO
10' X 3.5' AC CONC.- i IF 139.0 MASONRY RETAINING % so z -S.r, MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
INSTALLATION. CUT -IN SHALL BE CLEAN AND NOT EXCEED MARKED OUTLINE OVER ACCEPTABLE
CONDENSER PAD S 140 0 7WALL - M 12 3' G 139.31 " ( U %ti ^Js !. F 139.9
= ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY LIMITS DEEMED BY LWD INSPECTOR. ALL REJECTED GASKETED SADDLE INSTALLATIONS SHALL BE
4B" SCREEN WALL - 1> - T �''- 39 9 - - "/ - - ° '� l - -- v i3r.5L AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
PER ARCH DWGS 3' E 139.36 %W B5 ( ( °:- IE '3,9.7 BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. REPAIRED IN ACCORDANCE WITH LWD STANDARD DRAWING 5 -32 TYPE II REPAIR. FOR INSTALLING
FS 14J FS 140.0 90° RFFNu - NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AN PLAIN END PIPE
190'
r
TW 143 9 jj 3`� T �Cr 11--.45 f ADDjTj(� NO SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTINGWYES INTO AN
\ 3R + a - 3' "V @ '; EXISTING SEWER.
TW@FG 1 B2 _srAr - X ss �B Lz�c 5 L _ __
4TL 40.9- �9 ,3 :�;. 2 _ s1 . ' r ',; 13 1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX VEGETATIVE COVER, JUTE
BW@FG 13D - `� - _ _ -.�, 2 R_ SYS.
` TW 14O 5 T 8. +"�_" 3 _, /_ -;; �._- � � !�µ y� G,__T +- - -- 17. EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS
t
MATING WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
✓ w FS 13 .9 RI tR c NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING 5 -32. IF
MUST BE IMPLEMENTED E
BW 139.8 I GA a ? - - -- - (L %______ SEDIMENT CONTROL MEASURES (E.G. SILT FENCING FIBER ROLLS GRAVEL BAGS) MUST BE NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL
TNH�39?l 133• FG 118.;5 FS 140-A5 IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
3 .9 _. -_ -_ BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A
I g\ V;6 CI MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, OMWD MAY REQUIRE
Hid �C __ _ BW 13 MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR
F_ 13,E - - _ - PASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO
- - -- IE.1< .5 W 139 FS 136.0 R HAZARDOUS MATERIALS PLACEMENT UNNAMED BYPASS SHALL
W 131, Nil p r% 3- R - F TEMPORARY PROVISION OF ALLOWED.
Y
FN✓ pr eLW) 5j.0 -- OF PORTABLOILAETSSOVEREAPERVIOUS SURFACE.
O RY PROVI
-, 8 3b: r fL; rG 139.45
"� 1�'' l f 8 �'6 0 F E O h 52 .3 - _ -- GRAPHIC SCALE 1 " =10 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MAJE
S� FS 296 i "3'0 L° EX FI HYDRANT 255 BEN/3 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (aCIA) SHALL BE ALLOWED. DCIA OF PVC MATERIAL MEETING THE SAME MATERIAL ,REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC
f PROTECT N P MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF, SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE
60° ST L^
X � ,.� Wj ROOF DRAIN, DRIVEWAY, AND STREET. THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING
I 5 sa GATL -'k'Xzm -AIRS 8E THRUST RU'C %< 0UI UIN6, 400 O 10 20 30 SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING
( TT CH X J
REMOVED & A g° pi GL 2v0 1i41.r5 - r PIRES SHALL BE ALIGNED TOGETHER AND THE REPAIR COOLING SLIPPED BACK INTO A POSITION
" :7 r�OR CrGi / r' r I4G r� EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS
6' GATT- VAr_VF F HF .SERY "TGc fi
j 4� �1 0.5\ �Ar , j j
TWO ADDITIONAL SL 4.5 FG 139.45 � f MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER.
COURSES TO BE ADDED
TIC 135.86 6.. PO ::ATE VAI -- w eX�SIIN . -4
,
I P 138 5 RET WALL FS 140.15 `
1 \
"
4 as l i R -- - /
i_ a _ I i - a sEwER Por
i BL ACF r7 f f
1 / W / / IF 138.99 -
EROSION CONTROL PLAN
SCALE.' 1`_10'
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS.
19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO
EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES INC.
STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC
INDUSTRIES INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS OR APPROVED EQUAL,
SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT
SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A535,
GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO
THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2 =000 MBA710, COMPOUNDED FOR
WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL.
20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO
EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT
IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK'
TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO
THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT
ENGINEER PRIOR TO THE START OF CONSTRUCTION.
<N 'ZflHAEL ggoc��m
4 IN (10 CM) �' ---�® O
W ° ° ° ° „/ A w c" No. 71651 <o rn
WIDTH AS REQUIRED Exp. 12/31/17
g ° a ° ° ° ° ° TO ACCOMODATE 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
o ° ° A V ANTICIPATED TRAFFIC THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. RUNOFF TWO LAYERS OF GRAVEL BAGS sT CI
3/4" MIN COARSE INTO THE TRENCH.
U ° ° a ° AGGREGATE WITH ENDS OVERLAPPED L
q VICA�IF��P
° ° ® ° ° ° FILTER OF
~ ° (I II (' v GAP BETWEEN BAGS
2 ° ° FABRIC
EE °a •4 ° ° ° ORIGINAL
GRADE �� III I I) ( I FILTER FABRIC ��) ACTS AS SPILLWAY
° ° - �' wrRE_ DETAIL B: GRAVELBAGS PASCO LARET SUITER
A _
MIN RADIUS 20 MIN ° °d° ° ° ° _ --�� / / NOT TO SCALE & ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
1.1' MIN., UNLESS OTHERWISE ' 535 North Highway 101, Ste A, Solana Beach, CA 92075
DETAIL A: CONSTRUCTION ENTRANCE SPECIFIED BY A SOILS ENGINEER DETAIL C. SILT FENCE ph 859.259.8212 1 fz 558,259,4512 plsaengineeaing , com
NOT TO SCALE SECTION A -A
NOT TO SCALE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE A -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
DESCRIPTION.. PT. NO. 1035 ENC -35 PLAINS PREPARED UNDER SUPERVISION OF R 0 EROSION CONTROL PLAN FOR:
LOCATION. FD. WELL MONUMENT AT CENTER HORIZONTAL: N/A OF CUL DE -SAC, EAST END � ` DATE.' C 1500 S EL CAMINO REAL • S • �°� � _Lr _ _ _ 132Q7 -SG
ORANGE VIEW DRIVE VERTICAL N /A___- BRIA I -AEL AR IND DATE O1dF -NS S 1 ENO THE GRADER SCHOOL
RECORD FROM. - - -- - R.C.E. NO.: 71651
ELEVATION' 249.24 - ✓ �1�6h - - -- APN:262- 160 -30
S BRIAN MICHAEL ARDOLINO 12 -31 -17 %
--- - - - - -- - -- -- -- - - - DATUM N_A_VD88 EXP.: -- DATE - C 517 DATE / l
VIEWER INSPECTOR SENIOR ENGINEER - - - -__. PLANNING CASE N0: 16 -170 MUPMOD /DR /COP SHEET 4 OF 4
PLSA 789