2017-13538 G (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 FLOW S ARE PERMITTED E 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.
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ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
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 'PRELIMINARY GEOTECHNICAL INVESTIGATION, SINGLE FAMILY
RESIDENCE AT BROOKSIDE LANE, ENCINITAS, CALIFORNIA" PREPARED BY ENGINEERING
DESIGN GROUP, 2121 MONTIEL ROAD, SAN MARCOS, CALIFORNIA 92069, DATED AUGUST 22,
2017. 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 (112) 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. 13207 -SG
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.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE
PLACED IN 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,
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S
URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY,
ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND
SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED
OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL
OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO
THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE
IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF
APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED
UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
E.
IMPERVIOUS AREA PRIOR TO CONSTRUCTION°0 SF
IMPERVIOUS AREA AFTER CONSTRUCTION, 6,961 SF
INCREASE IN IMPERVIOUS AREA: 6,961 SF
IMPERVIOUS AREA REPLACED: 0 SF
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = NIA
MAXIMUM VERTICAL DEPTH OF CUT = 7.9'
MAXIMUM VERTICAL DEPTH OF FILL = 3.9'
CUT = 2 -700 C.Y. FILL = 900 C.Y.
EXPORT = 1.800 C.Y.
REMEDIAL = 600 C.Y.
(3' -5' REMOVAL AND RECOMPACTION UNDER BUILDINGS)
CHANGE NO.1 DESCRIPTION I APPROVED
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 AR E N X PT A SHOWN ON THESE PLANS
NO EXISTING AS ,
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 - OLIVENHAIN MUNICIPAL WATER DISTRICT- (760)- 632 -4209
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.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DALZELL AT (856) 922 -8547,
24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
B. 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 NOW). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BNP /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 HANDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /8MP.
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.
B. 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.
STORWATER POLLUTION CONTROL BMP MOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO
CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO,
PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCF4S
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.
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES COAT...
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 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
COORS' 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 STORMORAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN.
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.
OLIVEN WIN M NICIPAL WATER DISTRICT NOTES
1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS
AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT
(DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND
FACILITIES INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE
PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL
TIMES.
2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE
STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH
THE DISTRICT'S INSPECTOR.
3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND
DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT.
DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN.
4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY
SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY.
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION
LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO
CONSTRUCTION.
6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL
NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO
ARRANGE FOR INSPECTION OF THE PROJECT.
7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE
UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE
PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE. 800 - 227 -2600)
B. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE
PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS.
9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE
BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER
LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY.
10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE TOP OF PIPE PROFILE
IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET.
11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH
4' MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE
PERMITTED.
12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW
POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX
AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE
HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR
HIGH OR LOW POINTS AS APPROVED BY THE DISTRICTS REPRESENTATIVE.
13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A
SIDE LOT LINE. A 314 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR
IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS.
14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT
THE DISTRICT'S PRIOR WRITTEN CONSENT.
15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES COMMERCIAL OR
INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S
SIDE OF WATER METER.
16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS
TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES.
17. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE
TEE WHENEVER POSSIBLE.
18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICTS
STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT.
19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT
REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE.
20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD
STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE
FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES.
WRO ! iFMLI: k( N'!] Tff MN-7:10oki'C `11�1
21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH
SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR
CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST
RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION.
22. CONTRACT R ECO R D DRAWINGS MUST BE SUBMIT T ED PRIOR TO FINAL ACCEPTANCE
OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE
LOCATION AND ELEVATION OF PIPES AND APPURTENANCES.
23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER
THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR
REPLACE ANY OR ALL SUCH WORK. TOGETHER WITH ANY OTHER WORK WHICH MAY BE
YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT
DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE
OR NEGLECT EXCEPTED
24. ALL VALVE BOX INSTALLATION FOR BURIED VALVES IN PUBLIC PAVED STREET
WITHIN THE COUNTY OF SAN DIEGO SHALL ADHERE TO THE COUNTY S REGIONAL
STANDARD DRAWINGS NO. W -12A AND W -12B FOR VALVE WELL COVER AND VALVE
WELL FRAME AND ASSEMBLY.
25. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS
PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT.
LEGEND
PROPERTY LINE
NEIGHBORING PROPERTY LINE
PROPOSED CONTOURS
EXISTING CONTOURS
EXISTING EASEMENT
EXISTING EDGE OF PAVEMENT
CENTERLINE
EXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING GAS MAIN
EXISTING MANHOLE
DRAINAGE DIRECTION
PROPOSED BUILDING
PROPOSED 6" PVC PIPE
PROPOSED 4" CLEANOUT
EXISTING 6" PCC CURB & GUTTER
EXISTING WATER SERVICE (W5702 & WC -17)
PROPSSED SEWER LATERAL
MASONRY RETAINING WALL PER PLAN
OWNER
KEVIN DALZELL
3702 VIA DE LA VALLE, STE 202C
DEL MAR, CA 92014
SITE ADDRESS
BROOKSIDE LANE
APN: 264 - 160 -22
1255
0
THE NORTHERLY 2.00 ACRES OF THAT PORTION OF COLONY
OLIVENHAIN, IN THE COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 326, FILED
IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
JULY 8, 1885, DESCRIBED IN FULL AS FOLLOWS:
LOT 91 AS SHOWN ON SAID MAP, TOGETHER WITH THAT PORTION
OF THE EASTERLY HALF OF 'N" STREET AS SHOWN ON SAID MAP,
WHICH ADJOINS SAID LOT 91 ON THE WEST TOGETHER WITH THAT
PORTION OF THE WESTERLY HALF OF "O" STREET AS SHOWN
ON SAID MAP, WHICH DOES NOT LIE WITHIN LOT 17 OF RANCHO
LAS ENCINITAS IN THE COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, ACCORDING TO MAP THEREOF NO. 848, FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY
27, 189$ AND WHICH ADJOINS SAID LOT 91 AND SAID PORTION
OF 13TH STREET ON THE EAST.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT PUBLIC WORKS PLANNING DIVISION
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. _ _�_Z I `{ I7__ __ _ _ ?` ?O` %I
DATE SIGN -- - - _ _- DATE
DATE BENCHMARK
_2 DESCRIPTION. PT. NO. 1035 ENC -35
LOCATION: FD. WELL MONUMENT AT CENTER
OF CUL -DE -SAC, EAST END OF
ORANGE VIEW DRIVE
RECORD FROM: ROS 18416 _-
- ELEVATION: 243.24 DATUM. NAVD88
AS -BUILT APPROVALS ur-nlU1VGU 67. UFSA% DT. ld1ClRCU 6T.
INT. DATE PLANS PR APED UNDER SUPEPVISIDN OF
- - -I �- PUBLIC WORKS - A DATE.'
VO DATE PLANNING ► 12 15 1'1
P.C.E. ND.: 71651
REVIEWER BRIW MICHAEL ARDOLINO 12 -31 -19
E�
A)E TDA E INSPECTOR ) / EXP.:
�I
BROOKSIDE LN
L
v
ITAS BL J
i
J
/ I
VICINITY MAP
NOT TO SCALE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND
ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S
OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST
ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES,
DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF,
OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR
OMISSIONS OF OWNER OR OWNERS AGENTS EMPLOYEES, CONTRACTORS,
SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL
WORK ORCONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR
INDIRECTLY TO THE PERMIT 1 APPROVED PLANS WITHIN THE PRIVATE PROPERTY
OR PUBLIC EASEMENTS.
SIGNATURE:
DATE' I?- -19 - I
3702 VIA DE LA VALLE, STE 202C
DEL MAR, CA 92014
SOILS ENGINEER 5 CERTIFICATE
I __ew-IN_ r4is-T A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
ON _ 8 I-V I L-1- -- AND FOR AN UPDATE ON N I w ------ . ONE COMPLETE COPY OF
THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN
SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED
THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE
SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE
GRADING PL S AND SPECIFICATIONS.
SIGNED : -- -- - -- ----- - - - - --
\
RCE NO.: 65122
ATE.' 9 2 l 2 ;I 6512
EXP. D - __L__i------------ - - - - -- ��: "� a,� I
t {
ENGINEERING DESIGN GROUP; +"
2121 MONITEL ROAD
SAN MARCOS CA 92069
(760) 839 -7302
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGINEER'S TRADE ORPROFESSION. 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 'H'HE WORK
PERFORMED BY THE ENGINEER.
e(a0F ESSION
O
SIGNATURE DATE12- 1 4,
11 � G
H
EL q 9
p
F
y
BRIAN MICHAEL AROOLINO
PASCO LARET BUTTER & ASSOCIATES w m No. 71651 o r
rr
535 N. HIGHWAY 101 6 Exp. 12/31/19 S
SOLANA BEACH, CA 92075
(858) 259 -8212
RCE EXPIRES' 12 -31 -19 CIVIL s �
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
595 North ]Highway 101, Ste A, Solana Beach, DA 92075
ph 858.259.82121 fz 858.259.4812 1 plsaengineesing.c ®m
BMP PROJE -1 ;T STATUS
PARKS AND RECREATION OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT
ti
� U Q
TE woo 31J 7
SIGN DATE IG DATE IGN DATE
ENGINEERING DIVISION APPROVALS
RECD MENDED: APPROVED: y�
-- CZ- - 't' ///
JESS OWENS CHRIS OPHER L. AGDOSKU
/2 2/- Za/ �-
DATE Pkl /;A�v7 DATE
SIGNATURE EXPIRES 2 YEARS F A worn
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
PLANNING CASE N0:
:'e• 9.
�
co
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=z
U00
13538 -G =�N
ozQ�
SHEET I OF 3
PLSA 2768 11/14/2017
E MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE RESPONSIBILITY OF
THE RS. THIS WILL INCLUDE ANY POST - CONSTRUCTION BMP AS WELL AS ANY
CON, BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR
FOR A SPELNLED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION
OPERATIONS.
2. THE OWNER WIL PRESENTED WITH INFORMATION ON SOURCE CONTROL
MEASURES SUCH AS MEANS OF DISPOSING OF POLLUTANTS, DIRECTING
WAS WATER INTO LAADSC AREAS RATHER THAN INTO THE STREET GUTTER OR
STORM DRAIN, MINIMIZING T OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS
WHEN THEY HAVE THE POTENTIA CONTRIBUTE POLLUTANTS INTO STORM WATER,
AND SPILL CLEAN UP TECHNIQUES.
3. IN THE EVENT THAT LANDSCAPING MA ALS ARE REQUIRED TO BE STOCK-
PILED, THE STOCKPILES WILL BE LOCATED IDE OF ANY DRAINAGE COURSE IN
ORDER TO REDUCE THE POTENTIAL FOR STORM R TO COME IN CONTACT WITH
AND SUSPEND THE MATERIALS WITHIN ITS FLOW. DITION TO THE LOCATION
OF THE STOCKPILES WHEN THE STOCKPILES WILL RE IN PLACE FOR THE
COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WIL ADEQUATELY COVERED
SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMI CONTACT WITH
THE STOCKPILED MATERIAL.
4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED R TOFF
DEVICE, WHICH WILL DISCONTINUE IFPtIGATION IN THE EVENT OF RAIN 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 DEEDED, 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
OFFLINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED.
6. FOR 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 RESPONSIBLIBITY OF THE OWNER TO KNOW
WHERE THE LOCATION OF THE PROPERTY LINE IS.
8. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND,
9. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY
LIDS. 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 (DI 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 COMMON MEASURES ARE
DESIGNATED TURF AREAS WHICH RECEIVE ROOF 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 OF CONSTRUCTION ACTIVITIES TO THE SATISFACTION OF THE CITY.
ROOF DRAIN NOTE.' FOP 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 WORT( 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 PERMISSSION FROM THE
ADJACENT PROPRTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR
TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE
PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND
SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE
PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
12" OVERFLOW STANDPIPE
INLET W/ ATRIUM GRATE DROUGHT TOLERANT
2" HARDWOOD MULCH / PLANTS (TYP.)
GRASS COVER OR CITY
APPROVED EQUIVALENT
18" MINIMUM I I - � 1 � INSTALLS
COBBLE RIP PAP
!0"
CONSTRUCT C -4 MASONRY rM f - 6" C PIPE
;f i PET WALL PER SDRSD -" = 8 WILE / 2... t T PCC
INSTALL 8" PVC PIPE 2" OF 3/8" GRAVEL
INSTALL NO. 2 18 OF'314" GRAVEL
BACKING PIP RAP ## SEE NOTE. BELOW
4" PVC PERF. S66MAIN
41 4
* BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP
"SANDY LOAM" SOIL MIX WITH NO MOPE THAN 5% CLAY CONTENT, THE MIX
SHALL CONTAIN 50-60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH, A
20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS OR SIMILAR OBJE
AND ALSO FREE OF NOXIOUS WEEDS.
** 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 18" MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE LITY OF THE
DETAIL
THE EFFECTIVE AREA OF THE BASIN SHALL BE L AND SHALL BE SIZED
BASED ON CALCULATION. TYPICALLY, THE SU AREA OF THE
BIOAETENTION BASIN IS 6.5% OF THE I OUS AREA DRAINING TO IT.
ALL BIORETENTION PLANTERS TO PRESSED AT LEAST 10" BELOW
ADJACENT FINISHED SURFACE
DETAIL - SCAPE BMP
NOT TO SCALE
„
` ADJACENT PF01ERTY DISTLFTBANf,>= MOTE BROOK510E FIRE LEFT. NOTES'
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. 10' TRAIL ESMT Lrq� 1. ALL FIRE APPARATUS ACCESS SHALL HAVE AN UNOBSTRUCTED VERT
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY CLEARENCE OF NOT LESS THAN 13 FEET 6 INCHES. CAC 503.2.!
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST 8E OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. I 2' 6' TRAIL 2. FIRE ACCESS ROADS SHALL BE DESIGNED ARE M 1NSTAI 0 SUPPORT
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY 2' BENCH/ THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS SHALL BE
AUTHORIZED IN WRITING AND SUBMITTED TO THE .CITY IS GROUNDS FOR A STOP -WORK TO SRROLLDER ( PROVIDED WITH AN APPROVED PAVED SURFACE TO ALL - WEATHER
�� -- EB _ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. DRIVING CAPABILITIES. AMENDMENT 503.2.3
EX AC BER%f
2%
-__ 3. THE GRADIENT FOR A FIRE APPRATUS R AY, THIS GRADE SHALL NOT
EXCEED 20 %. GRADES EXCEEDING 15% ( NE OR DECLINE) ON FIRE
- - - - APPARATUS ACCESS ROADS SHALL NO PERMITTED WITHOUT MITIGATION.
_
--6* WIDE DG TRAIL W/ 4" MINIMAL MITIGATION SHALL BE A ACE OF PORTLAND CEMENT CONCRETE
^EWER MATE +► -
W RIM 106.30 �- COMPACTED DG OVER EX 4" AC OVER (PCC), WITH A DEEP BROOM FI PERPENDICULAR TO THE ENTIRE DIRECTION
- `~�` NATURAL GRADE & WATER 6" CLASS II AB OF TRAVEL, OR EQUIVALENT ENCHANCE TRACTION THE ENTIRE LENGTH
��� _��� 100.7 -�� G S °�G��;, BARS INSTALLED 80' 0/C OF THE GRADE.
��_ ~��_�� ` �7•, �t - S •4�/jO DAL N Z4 PER PARKS & REC TAIL 4• PRIOR TO DE Y OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO
- --.� � _. -� _�NC/� � ��--, _ � J� w �
TRAIL DETAIL AIL THE PROJECT ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED
W �` `''' S '�4Tj• TO THE S ACTION OF THE FIRE DEPARTMENT.'
.._ NOT TO SCALE
�� ! 6 C•h 48 - a0r xr �. �� �� LL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE 91
APPROPRIATE INSPECTING DEPARTMENT OR AGENCY,'
/ G 10!s£t - - - -- - - ` S �C j�'i�► ` b. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE
`�"✓ l(_ ��� ' : a J s r Alice TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES: 6
6` g "E'YC S n5 c. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY
-�`
- = - 1 �� ___ - r \ �.. M46V r THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT.
/ 1 ' F,104.05 - t ITRIiC S �'-
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hi 4 -rcrie �> � ' t�6►��s� r�u, i� >NCati A��j - � � � �� � � rd soe � Fc s7.o � -
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Y►I 1 +1d �RE1f�kFi tt�(ic TwG 85.5
nR t''%14�P�1G,6L �1fA1Mf� BW@�G 82.5 IE 79 _ `�z� '` IE 94.3 FE 94.9 /r4 FS N ;� A.C.
°tAVi�>i; 'l U�rG>aE AT'SAC� r iWF AE
LM�� �,j�q A,j INSTALL 12 PVC RISER a
IIT �?o �I��Nd►+1 � - ,, / F 0 i �� �OFESSfO
i
°fir P4 'filet` ila�iTiGr r�i W/ B" PVC DISCHARGE PIPE �__ rgrr ,3 y 9B9 ASN� 89- 371776 t�OQZCH L q /!
20
+. A�
jMVic s i,"rof 'I�ism&KIF Of 4 .- INSTALL AD. 2 BACKING ��- 96B Le / r r,�
RIP RAP (6' X !0) TW 87.0 IE 94.5 TRK-BJ7 FS 57.3
INSTALL PERVIOUS PAVERS BY ORCO OR TWLEG 85.5 \� , g 94.7 WATER BAR PER w m N0. 71651 o m
CITY APPROVED EIPRIV W/ MIN. 318" VOID INSTALL DECORATIVE COBBLE BWL3FG 84.0 TWLiFG 87.0 �':� \ PARKS & REC DETAIL ¢ Exp. 12/31/19 X
6" WIDE 0" H VOID FILLER - 1/8" TO 318" (NO.8) B " WIDE 12" HT4PCC/ CONSTRUCT 960 SF BM@FG 87.0 1,74
PCC FLUSH \\ � AGGREGATE IN VOIDS CURB HEADWALL BII( EENTION BASIN H �q• .. "INSTALL 6" PVC _ - 1 ` // STq CIVII
m BEDDING CODE - 2" THICK OF P V IX
,�\�\\\� 9b PIPE lTYP)
s \
.°"�'�s � . _ !/8" TO 3/8" (N0.8) AGI#EfATE `� S ��� �
� GA��
...... 4 - aOKER COARSE - 4" THICK OF N 4l( j
A(LINIAAEINT NOTE _
z ° 318" TO 112" (NO.57) CRUSHED ROCK l /
r GRAPHIC SCALE 1" 20'
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND /OR
MIN 6" THICK OF 3/4" BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. 30' EASEMENT ADNAY AND
UTILITY PURPOSES 17 MARCH
CRUSHED ROCK SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE INSTALL LECORTATIVE 2D, 1987 AS N0, 87 -1
0 20 40 60
MONUMENTATION BY A LICENSED LANG SURVEYOR OR A REGISTERED CIVIL COBBLE RIP RAP (3' X 3)
SOIL SIEGiRADE ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD
GRADING PLAN
OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE
LICENSED LANG SURVEYOR RV THE REGISTERED CIVIL ENGINEER AS PASCO I ARET SUITER
SCALE: 1 " = 20 ' 75'
NOTES' REQUIRED BY THE LAND SURVEYORS ACT f �`
-ALL AGGREGATE MUST BE GLEANWASHED AND FREE OF FINES (SAND, SILT, ETC.)
TOTAL DISTURBED AREA = 32,227 SF
w
-THE PAVER SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
NOTE TO CLIYTRALTtR
& ASS®CI A -f ES
Q
-EACH COARSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON FIRE HYDRANT
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND
CIVIL NEERING + LAND PLANNING + LAND SURVEYING
voQ
- SPECIAL APPROVAL REQUIRED IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED
VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO
cn
FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING
535 North hw*sy 101, Ste A, Solana Beach, CA 92095
cn�
PERVIOUS PAVER DETAIL
MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF
ph 858,259.8212 858,259,4812 plsaengineering,c ®nn
¢ ��
WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN
Ea m p
NOT TO SCALE
LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY.
o
Qr;N
worn
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMEN DRAWING NO. j }
ogef VO __- _ _ I /� PARKS & REC PLANS PREPARED UNDER SUPERVISION OF RECO MENDED.- APPROVED.' GRADING PLAN FOR: 3 =
T DESCRIPTION: PT NO. 1035 ENC -35
- -- -- -- -- - -1 LOCATION: FD. WELL MONUMENT \AT CENTER_ - - - -- -- PUBLIC WORKS BROOKSIDE LANE Q=mm
- - BRIAN M. A LINO DATE DATE: 1 Z. Iq,1 _ _ G
OF CUL -DE -SAC EAST Eli] OF _ - -- - - - -- _ - - �'�9� M a7� n
_____- __ -- -_ - ___._- PLANNING JES E OWENS CHRIST PHER L. GDOSKU DALZELL RESIDENCE w
ORANGE VIEW DRIVE _ -_ R.C.E. NO.: 71651 z
RECORD FROM __ROS 18416 - - - - - - - - - -- z
T REVIEWER _ _ BRIAN MICHA L ARDOLINO 12 -31 -19 /Z -L/ 2a/ �- APN: 264 - 160 -22 ® ° Q m
- - -_ -._ -- ELEVATION: 243.24_ DATUM' 1YAYQ88 -. - -- - -- -_ -- - -_ - -_ -- - - -_._ EXP.: - -- DATE Z� 7�1_ -_17 DATE SHEET 2 0
- - - �tmnc°nm
AT INSPECTOR / / - - I __- PLANNING CASE NNO: N/A
PLSA 2768 12/12/2017
NOTES
1. THE MAINTENANCE OF ALL PROPOSED BMP S WILL BE THE RESPONS101LITY OF
THE OWNERS. THIS WILL INCOME ANY POST- CON57R A71ON BAP AS WELL AS ANY
CONSTRUCTION BAP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR
FOR A SPECIFIED PERIOD OF TIRE AFTER THE COMPLETION OF ALL CONSTFXICTION
OPERATIONS.
2. THE OMIER 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
STOM DRAIN? MINIMIZING THE USE OF HOUSEHOLD CLEANERS AM OTHER PRODUCTS
*EN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER
AND SPILL CLEAN UP TECHNIQUES.
3. IN THE EVENT THAT LANDSCAPING MATERIALS AF'E REWIRED 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 MOFE THAN 1 DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVEREC
SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH
TIE STOCKPILED MATERIAL.
4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF
DEVIL: WHICH WILL DISCOVTINIF IRRIGATION IN THE EVENT OF RAIN AND IF
THE SOIL IS SUFFICIENTLY SATURATED.
5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AM
MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR
MALFLNCTIONINIG SPRINKLER WADS WILL EE REPLACED AS MEEK 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
OFFLIW IF POSSIBLE UNTIL THE PROBLEM IS CORRECTED.
6. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL REMOFF FROM ALL ROOF
DRAINS SHALL DISCHARGE ONTO CRASS 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 Cm.
7. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PL9LIC RIGHT OF
WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE
AND DOUBLE PERMIT FEES. IT IS THE FESPONSIBLIBITY OF THE OWNER TO KNOW
WT•EFE THE LOCATION OF THE PROPERTY LINE IS.
B. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
9. NO CONGENTR47ED DRAINAGE FLOWS ARE PER41TTEO OVER ADJACENT PROPERTY
LIMES. WATER IS TO CRAM AWAY FROM STRUCTURES FOR A MINIMIUN OF 5 FEET
AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
10. EROSION COJTOL MEASURES (E.G. BOOED FIBER MATRIX VEGETATIVE COVER
JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL
EROSION ON SITE. SEDIMENT CONTROL MEASUES (E.G. SILT FENCING, FIBER
ROLL^, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM
LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSUE
NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER
QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS
COVFJREO STORAGE AREAS FOR HAZAFIXW MATERIALS, PLACEMENT OF PORTABLE
TOILETS OVER A PERVIOUS SUFAC=J
11. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED.
DCIA WEANS STORM RUNOFF GENERATED AM CONVEYED VIA IMPERVIOUS
AREAS SUCK AS ROOF. ROOF OR41N DRIVEWAY, AND STREET. BMP MEASURES
SHALL BE IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES ARE
DESIGNATED TURF AREAS WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM
PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AFEAS
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 OF CONSTRUCTION ACTIVITIES TO THE SATISFACTION OF THE CITY.
ROOF DRAIN NOTE FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF
FROM ALL DRAINS MALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO
COLLECTION AND DISCHARGE ONTO THE STREET AM/OR INTO THE PUBLIC STORM
DRAW SYSTEM. (MASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER
POLLUTION CONTROL SHALL NOT BE MODIFIED WNHOUT 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 DISCPE720N OF
THE Cm FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSSION FROM THE
ADJACENT PROPRTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR
TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE
PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND
SUBMITTED TO THE CITY IS GUM FOR A STOP -WORK TO UE ISSUED FOR THE
PROLECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
12" OVERFLOW SIAM OPIPE DROUGHT TOLERANT
INLET W/ ATRIUM? CRATE PLANTS ?TOLE
2" HARDWOOD MULCT/
GRASS COVER OR cm /
APPROVED EQUIVALENT
1 . r.
� I
..h. :r ..
� r ��� rl :;, II r-rr•7
\ \ \ \ ADJACENT FF03ERTY DISTI FBAhCE NOX BR®OK511a� FIE DEPT. N OTER
10' TRAIL ESMT
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. LANE 1. ALL FIFE APPARATUS ACCESS SHALL HAVE AN UOBSTRINCTED VERTICAL
\ IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY CLEARENfE OF NOT LESS THAN 13 FEET 6 INCHES. CRC 5032.1
PROPOSED Wpm A WRITTEN LETTER OF MISSION FROM THE ADJACENT PROPERTY OWNER ta�
\ \ MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. I 2'I 6' TRAIL ' 2. FIRE ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BErN PREVIOUSLY 2'BEMiI/ � THE IMPOSED LOADS OF NOT LESS THAN 7$000 POUNDS ANA SHALL BE
\ AUTHORIZED IN hRITINS AND SUBMITTED TO THE' Cm IS fiFOldvDS FOR ASTOP -WORK TO SHOULDER
PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL- WICFETR
WE ISS'iED FOR THE PROJECT IMTIL THE REWIRED MISSION IS OBTAINED. I DRIVING CAPABILITIES. AMENDMENT 503.2.3
.a _.
i r L8 EX AC ll
-
" "v, F �H 1- . :��!�. � - - � � v ,_ 3. THE GRADIENT FOR A FIfE APPRATIIS ROADWAY,' THIS GRADE SHALL NOT
EXCEED 20 %. GRADES EXCEEDING 15% (INCLINE OR DECLINE) ON FIFE
C;= - APPARATUS ACCESS ROADS SHALL NOT BE PEFMIITTEO WITHOUT MITIGATION.
\ �` SEWER MANNAILE � _ \ F p4'O6 � GF I(NJ
MINIMAL MITIGATION SHALL UE A SURFACE OF PORTLAND CEMENT CONCRETE
RIM i(Sa
ri:7.76 - IE 100.7 \ \ DETAIL 6 CLASS II AB EQUIVALENT, TO EI�HANfE TRACTION THE ENTIRE LENGTH
AFNKS EX 4` AC GDVE7R. ,W17H A DEEP !GROOM FINISH PERPEN)ICI,LAR 1O THE ENTIRE DIRECT
TRAVEL E. E
r \ �. »..� .. G �►. GRADE.
OF THE
TRAIL DETAIL 4. PRIOR TO DELIVERY OF COM6USTIBLE BUILDING CONSTRUCTION MATERIALS TO
THE PAOLECT SITE ALL OF IRE FOLLOWING CONDITIONS SHALL BE COMPLETED
NOT TO SCALE TO THE SATISFACTION OF THE FIRE DEPARTMENT:
a. ALAPPFHOPRIATE INSPECTING !DEPARTMENT AGENCY;
AND APPROVED BY THE
PMD . ` b. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE
3 h \ .,...,.. ".,,,...,4 FY .•. v, iF 9 n
/\ \ ° » �-� � .`q» \ \ TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR N
108 \ \ \ \ "\.. °, C. ALL FIFE HYDRANTS SHALL BE INSTALLED IN SERVILE AND ACCEPTED BY
- ° � ° THE FIRE OEPARTAEIVT AND Af�YCABLE WATER DISTRICT.
AAA
PROXI 14 _` afsF APFnFEOXIMATE _. \ T \
' EX PGC
TO EXCEED 4' T\ � IE
if
100- "
r 07t%
104 W, ` t� _._ FS l06
Fa
__:. 94,
/ \ TICIFTi 1Q6.0
1B
1072
/ " - Errrsr sn. � ,,• _ � ERII@F6 J04.0'
EASEMENT FREC M491>WY FET FS 1061.:: H 3 4 '
ASS F)P M7,. 80- 181587 rt { -... . .
tSg F F /
LIMI OF 0K9T
\
29 (;ERADIVP " r s / �•" ? BhWG 102.6 ! S FS 2
iA V r d
,.
MA
TE
T@FG 100.5 � ^ SERVICE
1005 i�,
yr .1 66 C-4 0
!I 455FY FRET WALL OP
t
IF
T)WG 1W .1 TG 96B
d,
r _ F °° ep -
a a? r
TWrFC 99B - see
� BkWG 97.0
�4 � ,� � i . 1 D � �� � FG 97
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e s },
p6
� ii F TB 96.9 n rjEirrA
- 2 / 96B ✓ri u
/ - TE IE 959, , ,
r, , € F6 9T 0 - liRtlN it
/ ,„ ,,j '} // FG 97 FS 97.1 g FS 9B
.0 TB
��t 4 ID 3 '• m r// vLU FS 976 1
-- - 1 t y�r
PAW TG 975 � n � L� fl72
F697
5 1E 96A� FG 97.0 =t1,
.•r
.0
FF 97.
T6 7 i is PAD 965 G 9% ;
1 n
TG
/ 1 p ' 995
�. . -i p R��' fiEC fATIA F6 97.0 LIMN
t
....._ B
i 11
4, ..�
, � '` I11gJr. '' Q t TG 96.6. � TG 96.8
1 / ,� JE 95B J 97.7 1X96.7
FILL In "1(� TG 04,8 • r ii
1� 1F s3a d .. �° ts
5 �' „ o ,
Ii:
94.. Y , V r ,.FG 97.0 QCU Vk TG 96.8
/ d
IS ALL 6' PVC o i ii IF 90. ` ./ a IE 956
P @ 1% (TYP) �' . B 1
,.
p �, la 7,. TE 4 n B 1 ID ` ..
� I ,Q' • _p �
\ PIT FOR S0 TXWG 87.0 - • A ?F5B 4m ��
95 4 I
n i
b q ^
INVIESTIGAT
71- 35 l
\ TN 87.0` � 5 FG
845 11 m y, Tfi 90 B t., i� i1
IE` 85B
INSTN
``► PE F PIPE S 'IN \r�
N
IE'9.5.5,
� � Tau
FOOTIMD
FX RAIL AND POST--140"'
ORT ` •� CNSTFECT C -4v �i� �! TO 96B -, BY 0'
- Fr" PVC PIPE FENCE TO REMAIN ` MASOW PET WALL _ � R ` _ IE 91.3 FG 97.0
ALDTIONAL PAVER NO11� PER -
' 6. WIi1B' A2" FHT PCC AT STEEP SLOPED SECTIONS OF THE DRIVEWAY OVER 5X EDGE RESTRAINTS CONCRETE T "t � -
;� BAND RESTRAINTS SENCES 6 CUTOFF WALLS SHALL BE INCOFFOR47ED IN FINAL TW�F! �i.5 ff 826; i �� 1. DETAILING IRWLdFG 82.5 IE » o d
1U3" 'sIN� S�7IL KEG J
SEE PAVER SIBORALE ADJACENT TO THE BUILDING SHALL BE SLOPED AWAY FROM THE INSTALL 12° PVC RiSQR - -- IE ;
24' 67''" .6114VELI BUILDING FOOTPRINT AT 2% MINIMUM LINED WITH AN IMPERVIOUS LINER FORA W/ 8' PVC DI5LNARGE RIFE '�
DISTANCE OF 5 FEET. INSTALL NT. 2 BACKING TW 87.0 �a
RIP RAP (6' X 107
18` OF 3/4' GRAVEL TW@FG 855
INSTALL PERVIOUS PAViJLS BY ORCO OR
NOTE CITY APPROVED EQUIV W/ MIN. 3 /B" VOID INSTALL DEEOOR ME CABLE BW@FG 84.0 1W@FG 87.0 �x�
C Pte, iiBEJRAIN 6' NIUE 0" Hlf VOID FILER - !/8" TO 3/8" (AO.B) � RAP 12° Hf4) / CONSTRUCT 960 SF Bht@F6 87.0 N Z4 5 ® a
FCC H1lSH C fB� � AGG EBATE IN VOIIIS (ISB HEADWALL BIO ETENTION BASIN A+ $tq �a .
PER DETAIL "` ft r�
Ea' 4
NOT TO SCALE
CHANGE NO.I DESCRIPTION
/h I NEW SHEET
-WALL AGGREGATE MIST BE CLEANWAS ED AM FREE OF FINES (SANTO, SILT, ETCJ
-THE PAVER SHALL NOT BE SEALED O E THE VOID FILLER HAS BEEN AIDED
ZME'll i
P r 1-
` TG 96 `. 1
( FF 97.7`
_ SAD 965
11/
4
1
FG 97,8 T6 96.8
TG 196B►\ IE 949,.M {....
GRADING PLAN
SCALE: 1 °' = 20'
TOTAL DISTURBED AREA = 32,227 SF
-EACH COARSE STALL UE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT CIDURSE UTILITIES AFE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN hEREON FIE HYDRANT
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED IS PER BERT AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND
- SPECIAL APPROVAL REWIRED IN HIGHLY EXPANSIVE SOIL - SLWRR41N MAY SE REQUIRED. VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO
PERVIOUS PAVER DETAIL FIELD VERIFY LOCATION EXISTING UTILITIES PRIOR TO ORDERING
MATERIALS AND CONSTRUCTION. TI(NV. CONTRACTOR S°IALL NOTIFY EIVGIEER OF
WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN
NOT TO SCALE LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY.
DATE BENCHMARK AS -BOIL APPROVALS ENGINEERING DIVISION APPROVALS
E 2 DESCRIPTIat PT. NO. 1035 ENC735 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED:
LOCATION: FD. WELL MONUMENT AT CENTER I PUBLIC WORKS OVA
OF CUX_ -DE -SAC, EAST END OF BRIAN M. ARX)LINO DATE DATE' �.2 `.1$
ORANGE VIEW DRIVE PLANNING JESSE OWENS ISTOPHER L. MAGD
C� n ^ J - l�l -, M R.0 E. NO.: 71651
RECORD FROM: ROS 18416��n(,�,� jl 11 z/ REVIEWER cli
ELEVATION: 243.24 DATUM NAVDBB CITY t]VGI/� DATE INSPECTOR H'S BRI MICHAEL ARDOLINO EXP : 12 -31 -19 DATE DATE Z, 16
75'
w..
1.:
_ `,"
SE11EA MAN#DLE
IN
°
IE
.
,
EX GAS/SERVICE-
Fm
FOR SOILS
STIGATmN /
/ � t
l
8" PVC
/ MAIN
FS ,E<73 i
1
' WATER BAR PER 7'
»PARKS 6 PEC LET
( }
CM,
LETAIL SUET
98.9 e
r
%f FS A R
FS 163.6_ icy
INSTALL 55" FCC
o r 1: AS)N0. 89-371776
F
I, ,.I,1
l I e -1
NEW SHEET
r I: f -.
HOLD CITY HAR14LESS FOR DRAINAGE
RECORDED OCTOBER 24. 2017 AS
r1 Y 2017-495300 O.R.
No. 7!651
Exp. 12/31/19
0
GRAPHIC SCALE 1 " =20'
0 20 40 60
PASCO
SUITE
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 191, Ste A, Solana Beach, CA 92095
kph 858.259.82121 ffx 858,259.4812 1 DpRsaenn6nmeerinn6,e®rn
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
7VG PLAN FOR:
BROOKSIDE LANE
DALZELL RESIDENCE
APN: 264- 160 -22
(1 W:Iffkl,,fj
w
oQ
can
ma c^
EAS8fNTS & COVENANTS
G. •r r;m
GRANT OF BIOLOGICALI r I.7'
CIS PATH N1
BE BEICH
SPACE BUFFER EASEMENT FECORDED
DECEM131ER 20, 2017 AS DOCUkIENT NO.
2017-599005
PL19LIC •: ► I EI
SHEET 2A OF 3
• ORN -JI I r 2017 AS
EX AC BERW
DOCUMENT NO. 2017-577926 OR
Vczr
PRIVATE SEWER ELECTOR .ON,
;/41
MAINTIEMNCE AGREEMENT RECC10:10M
OCTOBER 31, 2017 DMAIEW NO.
FS ,E<73 i
1
' WATER BAR PER 7'
»PARKS 6 PEC LET
( }
CM,
LETAIL SUET
98.9 e
r
%f FS A R
FS 163.6_ icy
INSTALL 55" FCC
o r 1: AS)N0. 89-371776
F
I, ,.I,1
l I e -1
NEW SHEET
r I: f -.
HOLD CITY HAR14LESS FOR DRAINAGE
RECORDED OCTOBER 24. 2017 AS
r1 Y 2017-495300 O.R.
No. 7!651
Exp. 12/31/19
0
GRAPHIC SCALE 1 " =20'
0 20 40 60
PASCO
SUITE
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 191, Ste A, Solana Beach, CA 92095
kph 858.259.82121 ffx 858,259.4812 1 DpRsaenn6nmeerinn6,e®rn
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
7VG PLAN FOR:
BROOKSIDE LANE
DALZELL RESIDENCE
APN: 264- 160 -22
(1 W:Iffkl,,fj
w
oQ
can
ma c^
PLSA 2768 1/25/2016
0
wpm
DRAWING NO.
1355038-G
w
Q =mum -J
N
ozz-,
a � 150:1110
SHEET 2A OF 3
PLSA 2768 1/25/2016
u mrt NOTES:
III,IIII III I,
1. Rubber woterbors are for light use roods only.
2. The landowner is responsible for procuring one complying with all permits one easements, including all Federal, State and local
requirements. The landowner is also responsible for insuring that all work done on access roods that join state or county
slo of read roads shall be in compliance with the requirements for these roads.
_ �y
road surface
.11 (downhifl)',�lii
Range 950
(inches)
FLAN KEW
1.5 to AO Dm
8to f2
100
1.3 to 1.8x Dm
------ resistant wood screws or hot
DESIGN CRLTERIA
1
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4 to 6
50
WATERBAR spacing
r 1
50-4- _.:_ - -__ -i..
dipped galwnized bolts nuts
t
WATERBAR length
THE LOCATION OF, OR THE EXISTENCE OR N(NV EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR
7
��jj
��
m
3/8" x 12" standard
B. ALL REVISIONS TO DRAWINGS SHALL BE' APPROVED BY THE OMWD DISTRICT ENGINEER IN WRITING
0 2 4 6 8 tO 11 14 16 18 20
grade rubber belting
1
backfill and
compact with
native soil -
2x6 pressure
treated /umber
1 Construction operations shall be carried out in such a manner that erosion, air and water pollution are held within the legal
limits Work shall be performed in accordance with CS -OR -001, Creaming, CS -OR -001, Clearing and Cribbing and
CS- OR -00$ Pollution Control.
4. Protect outlet area of waterbar with nprop, stone, or appropriate vegetative cover.
5. Aft waterbors shall begin at the intersection of the roadbed and cut slope and shall extend across the full length of the
roadbed.
6. Rubber waterbore shall be constructed at a maximum angle of 30' downslope of perpendicular to road.
7 Minimum spacing of watemore shall be determined using EQ f7 or the graph. Addlional spacing may be needed based on
site specific considerations. When a road is within 25 feet of a stream and runs pam1W to a stream for more than 300
fee4 decrease spacing (os specified by EQ /I or graph) by o minimum of 25%
protect outlet with 8. If the woterbor does not outlet into a ditch, construct a rock apron or level lip spreader to prevent concentrated flow. See
Pro Rock Armoring Gradation Table below .
rock armoring and
geotexWe fabric g Inspect waterbors after each major runoff event and provide maintenance as needed to maintain proper drinage. Remove
(aptio -1), see any debris build -up behbmd waterbar and ensure outlets are stable. See Practice Standard 560 Operation & Maintenance far
rack armoring oddNt of guidance.
grodatioo tobts
10. Grade carefuly to avoid damaging bars during installation and routine maintenance.
It. tregetated outlets shod be maintained with adequate cover. Reseed and mow as needed per Practice Standard 342 Critical
Area Planting.
12 Far additional informolron see Oregon's Forest Pmtection Laws, 2nd Edition and USDA - Forest Service Environmentally
Sensitive Maintenance for Dirt and Gravel Roods ", Apnr 2012.
FIGURE 1. Af1NWUM SPACING OF
v
RUBBER WATERSARS
i.�
*Additional rubber waterbors may be needed based on site - specific
_ conslderotions as determined by a qualified NRCS Representative
a - -- 3/8' x 12' 450 - -
standard grade j
rubber belting 400 i - - -j - ' - r --
, 350 1 1 i-
A 300
250
�a z I ,
v
200 F
�- � �-- assemble woterbor with corrosion
Range 950
(inches)
Percent of total weight
smaler than the given size
1.5 to AO Dm
8to f2
100
1.3 to 1.8x Dm
------ resistant wood screws or hot
r
1
�,r�
4 to 6
50
0.3 to 1.5x Ow
r 1
50-4- _.:_ - -__ -i..
dipped galwnized bolts nuts
t
7. APPROVAL OF THIS PLAN BY OMWD DOES NOT CONSTITUTE A REPRESENTATION Oft THE ACCURACY OF
THE LOCATION OF, OR THE EXISTENCE OR N(NV EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR
7
TYPICAL GEC1701V and washers
f`f 1.+/°16 JG G f f 6lfY
��
m
�-
B. ALL REVISIONS TO DRAWINGS SHALL BE' APPROVED BY THE OMWD DISTRICT ENGINEER IN WRITING
0 2 4 6 8 tO 11 14 16 18 20
1
3" long 2 rows of ,f9, min.
RQ ODE (percent)
TABLE 3. ROCKTABLEROCK ARMORING GRADAT /O�GRADAT /ON
/corrosion resistant wood screws,
FOR RUBBER WATERBARFOR RUBB 0U9
EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE OMWD INSPECTOR,
spaced - 5 o.c. or 3/80 hot
E0'41 = f 100 ft
d 2x6 pressure
dipped or stainless steel bolts,
slo00
pe R
Size of stone
(fthes)
Range 950
(inches)
Percent of total weight
smaler than the given size
1.5 to AO Dm
8to f2
100
1.3 to 1.8x Dm
Ito 10
55
1.0 to 1.5 x D50
4 to 6
50
0.3 to 1.5x Ow
2to3
15
LEGt•TQ
CONSTRUCTION ENTRANCE PER DETAIL A
GRAVEL BAGS PER DETAIL B
SILT FENCE PER DETAIL C X X
FIBER ROLLS
HYOROSEEDING + + + +
2. STAPLE WIRE FENCING TO
THE POSTS. (OPTIONAL)
.treated lumber nuts and washers spaced 6" to
9- evenly
iSOMETRIC
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
I
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC I'v/�
j� WIRE
_ -
DETAar C. SILT FENCE
NOT TO SCALE
A
°d d
d
U d d °
Z ° ° ° d ® °
,1 ° d
a °
O ° ° d d d
° d °d d
Z ° dd d
U
A
19' RADIUS
MIN. 20' MIN
CHANGE NO.
DESCRIPTION
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED TRAFFIC
314" MIN COARSE
AGGREGATE
FILTER
FABRIC
ORIGINAL
GRADE
v d d
° °d
A ®d 4 °
1.1 ' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A -A
APPROVED DATE BENCHMARK
- - DESCRIPTION PT. NO. 1035 ENC -35
- -- LOCATION FD. WELL MONUMENT AT CENTER
_6F;-au-DE-SACC EAST END CP __ _
ORANGE VIEW DRIVE
- - RECORD FROM _ROS.18416 _
-- - ELEVATION 243_24 DATUM _LVAl/D8B
Drawing not to scola
=retaped by !n a San NR s SYah
a Sfor / r f'or oddtnn "�
conrncf M regard g these
NOTEa11''
CONTRACTOR TO MODIFY CONSRUCTION ENTRANCE IN THE FIELD AS
NECESSARY
CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO
SEDIMENT TRAPPING DEVICE
DE3ILITINU NOTE:
THE PROPOSED AREA DEDICATED FOR BIORETENTION BASIN SHALL
BE USED AS A DESILTING BASIN DURING CONSTRUCTION.
N 7 4 °5S `15" W 384.77'
4.05 I
,- _ J
CO """T��
HOSI
OCT C . .
f / MAC P WA L iC 96.8
971. TG 96.6.
� h w
� / t
l
1 � i
i 690\ + p
'1 936
\ +i'
,o 0
�
f 90 6 4
g9 6
T�r90 `�. :_.
IE 0
7
e,
pF6 8 5 4 '
606 SA 3 )
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS
ACTS AS SPILLWAY
DETAIL B: GRAVEL BAGS
NOT TO SCALE
AS -BUILT APPROVALS
®- PARKS & REC
L "y PUBLIC WORKS A
RD IND DATE -
PLANNING
�f� 1�'-- !,J REVIEWER
1.. I m'#V rA--1 t- DATE INSPECTOR
�� CARDIFF SANITATION DISTRICT NOTES
1. OMWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK,
1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. DURING OR AFTER CONSTRUCTION.
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 2. ALL DESIGN, MATERIALS AND CONSTRUCTION WORK SHALL CONFORM TO THE OLIVENHAIN MUNICIPAL
MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT WATER DISTRICT SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS
MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT
STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT EDITIONS. IN THE EVENT OF CONFLICT THE OMWO SEWER STANDARDS GOVERN.
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
3, OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. OCIA ALL TIMES WITHOUT EXCEPTION.
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 6 3 ON
THE JOBSITE AT ALL TIMES.
EX FO?iESTRIANI FPAIL
SCALE: 1 " =20'
IN "' n.. RAV i,
C086LE RIP
SAT g„c164
Ur_041\IU DT: UNA DT: l�P rEN U DT: ENGINEERING DIVISION APPROVALS
PLANS PREPARED UNDER SUPERVISION OF REC MMENDED: APPROVED: y�,�
DATE IZ 19 - -- i - / /�!
1Z JE96EYd E S _ CHR R L. WOSKU
R.C.E. NO 71651
4
BRIAN MICHAEL ARDOLINO 12-31-19____
/ i EXP.: -_ __ _ DATE jZ'1_ 1 DATE
5 THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF
No. 71651
Exp. 12/31/19
GRAPHIC SCALE 1 " =20'
0 20 40 60
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, DA 92075
ph 858.259.5212 1 fa 858.259.4812 1 p!.Raemgineeaing.com
CiTY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
:NG PLAN FOR:
BROOKSIDE LANE
DALZELL RESIDENCE
APN: 264 - 160 -22
W
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FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE
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IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER
--
TO OMWD.
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mm
6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A OMWD PERMIT FOR CONSTRUCTION
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AND SHALL PROVIDE A MINIMUM OF 72 HOURS iOTICE TO LWD PRIOR TO CONSTRUCTION.
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M
7. APPROVAL OF THIS PLAN BY OMWD DOES NOT CONSTITUTE A REPRESENTATION Oft THE ACCURACY OF
THE LOCATION OF, OR THE EXISTENCE OR N(NV EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR
STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
�-
B. ALL REVISIONS TO DRAWINGS SHALL BE' APPROVED BY THE OMWD DISTRICT ENGINEER IN WRITING
PRIOR TO CONSTRUCTION.
9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT
PRESENCE OF THE OMWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO
EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE OMWD INSPECTOR,
OR AS APPROVED BY DISTRICT ENGINEER.
10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS
OTHERWISE SHOWN AS APPROVED BY OMWD ON THE PLANS.
N
'S"
11. A 2 -INCH HIGH SHALL BE INSCRIBED ON THE CURB FACE ATEACH LATERAL LOCATION BY THE
CONTRACTOR.
12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL
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
OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL
THEREAFTER BE BURIED AT THE POINT OF CONNECTION.
13, ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED,
AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL
ACCEPTANCE BY OMWD. AIR TEST SHALL BE DOME AFTER CONSTRUCTION OF ALL OTHER UTILITIES
AND UTILITY LATERALS.
15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE
OMWO INSPECTOR PRIOR TO PAVING.
16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH
GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR
INSTALLATION OF GASKETED PVC SADDLE WYE ON EXISTING PIPE, CONTRACTOR SHALL PLACE SADDLE
ON THE EXISTING PIPE AND MARK THE PIPE WITH AN OUTLINE OF THE PROPOSED CUT -IN PRIOR TO
'L
INSTALLATION. CUT -IN SHALL BE CLEAN AND NOT EXCEED MARKED OUTLINE OVER ACCEPTABLE
'
LIMITS DEEMED BY LWD INSPECTOR. ALL REJECTED GASKETED SADDLE INSTALLATIONS SHALL BE
REPAIRED IN ACCORDANCE WITH LWD STANDARD DRAWING S -32 TYPE IT REPAIR. FOR INSTALLING
NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AN PLAIN END PIPE
SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTINGWYES INTO AN
z
EXISTING SEWER.
17. EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS
NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32. IF
NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL
BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A
DOWNSTREAM LWO SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, OMWD MAY REQUIRE
TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO
UNMANNED BYPASS SHALL BE ALLOWED.
18. FOR CONVECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE
OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC
SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE
THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING
SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING
PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION
EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS
,MANUFACTURED
A(VCPAPPROVED
\rr
p -75 ��FNROCKOSogfA�
9 VC 0 VITRIFIED CLAY PIPE ER PIPE AND WYESSMAYCBEEUSED TO TIE -IN TO
REV
C
a, jpEAxl
STYLE 501VCOUPLING RNEQU L SHALL BE USED. FOP CGOEC IONS OF VCPRTO PVC, A ROMAC
INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS R 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 A536,
BENM
GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO
AC.
THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MB4710, 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 TrME 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
No. 71651
Exp. 12/31/19
GRAPHIC SCALE 1 " =20'
0 20 40 60
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, DA 92075
ph 858.259.5212 1 fa 858.259.4812 1 p!.Raemgineeaing.com
CiTY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
:NG PLAN FOR:
BROOKSIDE LANE
DALZELL RESIDENCE
APN: 264 - 160 -22
W
oQ
PLSA 2768 12/12/2017
WoQI
N
DRAWING NO.
13538 -G
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mm
J=
m
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SHEET 3 OF 3
CO LO
PLSA 2768 12/12/2017