2017-13607 G (Plans)i
RIGHT OF WAY N 0 TE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPAR7MENT 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 !S
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN
AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED
DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING 774IS SITE SHALL BE INSTALLED UNDERGROUND.
s��� #�i In
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 777LED GE07ECHNICAL INVESTIGATION OF ASPHALT CONCRETE PAVEMENT" PREPARED BY
HE774ERINGTON ENGINEERING INC. DATED MARCH 9, 2018 SHALL BE CONSIDERED AS A PART OF THIS GRADING
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT.
J. SEPARATE APPROVALS AND PERMI7S 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 OFFS17E GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES
DURING GRADING OPERATIONS. ANY77-IING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO
CONDITION EXIS77NG PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH 1S DISTURBED OR
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR.
7 THE CON7RACTOR 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 UN77L A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONS17E
WITH THE FOLLOWING PEOPLE PRESENT • CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR
AND PERMITTEE. 774E 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 S17E WITHIN THIS
PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR 774E
PROPOSED HAUL ROUTE: THE DEVELOPER SHALL COMPLY WITH ALL COND177ONS AND REQUIREMENTS THE CITY
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER 774E GRADING PERMIT, BUT PRIOR TO FINAL GRADING
APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED ST47ING:
"THE GRADING UNDER PERMIT NO. 13607 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH 774E
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE
FOLLOWED BY THE DATE AND SIGNATURE OF 774E CIVIL ENGINEER WHO CER77FIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIREC77ON
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 7HAT
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 POS177VE DRAINAGE AND
PREVENT PONDING OF WA7ER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
PROPERTIES OR FINISHED WORK ON THE S17E A +VD 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 774E 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 CONTRACTORS
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE W774 SPECIFICATIONS
15. C'..'T 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 774E ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES,
R007S 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 OB ✓EC77ONABLE 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 774E DISPOSAL OF ANY
SUCH MATERIAL.
I7. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT NTH 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 774E 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.
EROSION CONTROL
1. IN CASE EMERGENCY WORK 1S REQUIRED, CONTACT JIM BRADY AT (858) 759 -5017, 24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING 774E
RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON S17E ON
OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL
MEASURES WHEN RAIN IS IMMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 774E APPROVAL OF THE ENGINEERING
INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO 774E SATISFACTION
OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADD177ONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY 774E
CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. 774E CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC
TRESPASS ONTO AREAS 774A ARE UNSAFE OR ARE P07EN77ALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED
HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE
CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN
774E FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409). SILT AND OTHER DEBRIS SHALL
BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION
BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING
ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE
ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED
WITHOUT A PERMIT FROM 774E CITY.
J. ALL IMPERVIOUS AREAS WI77-IIN THE S 17F SHALL DRAIN TO APPROVED BMP /IMP FACIL177ES AND /OR TO TURF
OR LANDSCAPED AREAS W17H ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS
AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE DRIVEWAYS OR ANY 07HER IMPERVIOUS AREA UNLESS THE
FLOW FROM 774E DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 29 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
/MP/BMP.
6. ALL STORMW47ER 1MP11BMP FACIL177ES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED Wl774OUT A
PERMIT FROM THE CITY.
7. 774E INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS
PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXIS77NG AND PROPOSED TRASH ENCLOSURES SHALL IRE FITTED TO COMPLY WI774 STORM WATER BEST
MANAGEMENT PRAC77CE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS,
NON- COMBUS77BLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. 774E 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. 774E 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 ADEQUA7ELY 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 774E
STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES:
1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 774E DETAILS AND MATERIALS AS
SPECIFIED IN 774E MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD
SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION MOF 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 774E 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 W774 THE
DISTRICTS INSPECTOR.
3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION
OF ANY SHUTDOWNS OF EXIS77NG MAINS SHALL BE SUBJECT TO APPROVAL BY 774E 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 DIS7RICT4S INSPECTOR. CONTRACTOR SHALL NOTIFY
THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR
INSPECTION OF THE PROJECT.
7. 774E CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE
U77LI77ES LOCATED PRIOR TO CONSTRUCTION. 7741S 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)
8. ALL EXISTING FACIL177ES WHICH MAY AFFECT PROJECT CONSTRUCTION, LE., LINE CROSSINGS, LINE PARALLELING,
OR PROPOSED CONNECTIONS SHALL BE FIFID VERIFIED BEFORE ANY CONS7RUC77ON BEGINS.
9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED
U77LITY WARNING AND IDEN77FICA77ON TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS
LOCATED IN PUBLIC RICH -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.
ll.ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4-
DEFLECTION PER COUPLING (2- PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED.
12.MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS INT
HE 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 NE USED IN LIEU OF A
MANUAL AIR RELEASE C•R BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE
DISTRICT'S REPRESENTATIVE.
13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT
LINE. A d INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXIS71NG CURB OR IMPRINTED IN NEW CURB AT
ALL WATER SERVICE CROSSINGS.
14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT 774E DISTRICTS PRIOR
WRITTEN CONSENT.
15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDEN77AL 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
SPECIFICA77C.r15` ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DEPARTMENT.
19. ALL DESIGN CHANGES TO 774E WATER SYSTEM SHALL BE APPROVED BY 774E DISTRICT REPRESENTA77VE IN
WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE.
20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE W17H SECTION 15141 OF 774E OMWD
STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR
7ES77NG ALL PIPE, VALVE'S (CLOSED) AND APPURTENANCES.
21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15141 OF THE OMWD
STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC
QUALITY TEST RESULTS SHALL CONFORM TO THE CR17FRIA SPECIFIED IN THAT SPECIFICATION.
22. CONTRACT RECORD DOCUMENTS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. 774E PLANS
MUST PROVIDE POST CONSTRUCTION VERIFICA77ON 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 DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP
AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE
WHATSOEVER TO THE DISTRICT ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED.
24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRI77NG
BY THE DIS7RICT.
25. ALL BURIED FIT77NGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD
STANDARD SPECIFICATIONS
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO
CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON S /7E: IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWARER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESIGNATING 774E WASHOUT LOCATION.
CONSTRUCTION SITEACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF SITE 77-IIS 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 ROU77NE 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
PR07EC7ED AGAINST EROSION BY INSTALLING EROSION RESISTANT'' SURFACES SUCH AS EROSION CON7ROL MATS,
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING AC77W77ES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCT70N SITE. CONTRACTOR
SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES
REMOVE EXIS77NG 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- 774EY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED
FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND
PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL,
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING AC77W77ES ARE
COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE CONTRACTOR
SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER
FROM STOCKPILES KEPT ON -517E STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE;
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER
FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CON7RACTORS' EMPLOYEES WHO PERFORM CONS7RUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
FAMILIAR WITH THE CITY OF ENCINITAS STORMWA7ER POLLUTION CON7ROL REQUIREMENTS THESE BMP N07ES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE 774E 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 774E GROUND, WHERE WATER CAN CARRY 774EM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWAIER, BERMS DIKES SHALL BE PLACED
AROUND ALL DUMPSIERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY
FOR LEAKS DUMPSTTR LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSERS WITHOUT LIDS SHALL BE PLACED
WITHIN STRUCTURES W77-1 IMPERVIOUS ROOFING OR COVERED WI774 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 7HE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR
INFORMATION ON LANDFILLS AND TO ORDER DUMPS7ERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES
AROUND 774E 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 S17E
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT
THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760) 633- -2770.
NO TI FI CA TIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY EXIS77NG U77LI77ES OR STRUCTURES LOCATED AT THE WORK SITE.
IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR
STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND N077FICA77ON OF
COMMENCEMENT OF WORK:
A. SEWER - CARDIFF SANITARY DIVISION - 760- 753 -5018
B. GAS & ELECTRIC - SOGE - (760) -438 -6200
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - 760 -632 -4642
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COM14UNICA77ONS - (760)806 -9809 X -2233
2. CONTRACTOR SHALL N077FY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS
PROJECT. PHONE: (760) -633 -2770.
J. 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 RE ✓EC77ON AND REMOVAL.
IMPERVIOUS AREAS
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 970 SQFT
IMPERVI0US AREA AFTER CONSTRUCTION: 9270 SOFT
INCREASE IN IMPERVIOUS AREA: 9.600 SQFT
IMPERVIOUS AREA REPLACED: 0 SQFT O,'_0"' /0/
DRIVEWAY (IMPERVIOUS): 236 SQFT p HAEL 9!
TOTAL AREA OF LAND DISTURBANCE= 21.134 SQFT �O 9n
ZONING REQUIREMENTS
RR
FIELD OPERATIONS
PLANNING AND BUILDING
FExp. No. 71651
al- 12/31/19
clv1\_
0 WNER/PERMI TTEE
JIM BRADY
SITE
3462 WESTERN SPRINGS RD
�d
ENCINITAS CA, 92024
LOCATION
858 -759- 5017
SITE ADDRESS
A.P.N.:
3462 WESTERN SPRINGS RD
264- 291 -18 -00
ENCINITAS, CA 92024
3225 COUNTRY ROSE CIRCLE
264- 291 -17 -00
ENCINITAS, CA 92024
ENCINITA R
LEGAL DESCRIPTION
ALL THAT PORTION OF LOT 17 AND LOT 18 IN
THE CITY OF ENCINITAS, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO
PARCEL MAP THEOF NO. 11809, FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN
DIEGO COUNTY, MAY 18, 1987.
TOPOGRAPHY
PASCO LARET SUITER 1, ASSOCIATES
PH 619 -259 -6212 VICINITY MAP
DATE OF SURVEY SEPTEMBER 14, 2017
OWNER'S CERTIFICATE NTS
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
SUPERVISE OVER ALL GRADING AC77VITY AND ADVISE ON THE COMPACTION STABILITY OF THE SITE
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND OTYS 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 847H ANY ACTS OR OMISSIONS OF OWNER OR
OWNERS AGENTS, EMPLOYEES CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR
CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE
PROPERTY OR PUBLIC EASEMENTS.
SIGNA7LU E I- Ui/ DATE.° L�
, J! BRADY
SOILS ENGINEER'S CERTIFICATE
I, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CER77FY THAT A SAMPLING AND STUDY OF THE
SOIL CONDITIONS PREVALENT WWN 7741S S17E WAS MADE BY ME OR UNDER MY DIREC77ON ON
AND FOR AN UPDATE ON 3 /9 . 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 CER77FY THAT THE RECOMMENDATIONS INCLUDE')
W THE SOILS REPORT FOR THIS PROJECT HAVE , ». INCORPORATED IN THE GRADING PLANS AND
SPECIFICATIONS oTHe
SIGNED:
/l F F
s
�
bi4e _ P}H y
RCE NO.: 30488 t ° W6e =A�=o
EXP. DATE- Q13IZj8 C'� �'DF GP
JOB : 8516.1 7-cr
CAL \F�
HETHERINGTON ENGINEERING, INC.
5365 AVENIDA ENCINAS, SUITE A
CARLSBAD, CA, 92008
PROJECT NO. 8516.1
PHONE. • 760- 931 -1917
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES 774AT 7HE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH 774E
GENERALLY ACCEPTED STANDARDS AND PRAC77CES OF 774E ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
FUR7HER AGREES THAT THE WORK PERFORMED HEREIN SHALL Ef IN ACCORDANCE WITH 774E RULES AND
REGULATIONS REQUIRED BY 774E CITY OF ENCINITAS, TO 774E EXTENT THAT THE ENGINEER CON7ROLS SUCH
PERFORMANCE. 774E 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. 774E ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS 774E 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 AC aARDOILINO URSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
774E WORK PE R.
SIGNATURE: c DATE•
BRIAN M. RCE No. 71651
PASCO LARET SU17ER & ASSOCIATES
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
RCE EXPIRES 12 -31 -19
EARTHWORK DATA
STEEPEST EXIS77NG NATURAL SLOPE ON -SITE = 2 H : 1 V
MAXIMUM VER77CAL DEPTH OF CUT = 3 FT
MAXIMUM VER77CAL DEPTH OF FILL = 2.5 FT
CUT = 120 C. Y FILL = 16 C. Y.
EXPORT = 136 C. Y.
REMEDIAL = 0 C. Y.
* ESTIMATE DOES NOT INCLUDE S7RIPPINGS, U77LITY TRENCH VOLUMES OR ANY OWREXCAVA77ON, IF REQUIRED
BY S 17E CONDITIONS CONTRACTOR SHALL CONFIRM THAT ES77MATES ARE CORRECT PRIOR TO COMMENCEMENT OF
WORK. EAR7HWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL
BASIS ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES
ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPAC77ON DEPTHS
BMP PROJECT STATUS
G L I 7; �� ; T� 7 ►J � x74 I � � � ! I � 7 ►` 1
PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOA j2jOMEOWNE
/AGENT,etc. IN ACCORDANCE WITH NIAINTENANCEAGREEMENT FOR PR
STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES"
RECORDED ON j VA)E 13. 2018
AS DOC. 4: 7,bIR - Z3 8 B52
OLIVENHAIN MUNICIPAL WATER I ENCINITAS FIRE DEPARTMENT
1
67 urc
DATE DATE SIGN DATE S! IN dY V DATE SIGN DATE
CHANGE N0, DESCRIPTION APPROVED DATE BENCHMARK °,. = yS, UtJIV1VtU UKAWN t1Y: GHLGKLU dr.
(„ ItALS JA ENGINEERING DIVISION APPROVALS CITY ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING N0.
DESCRIPTION: 2.5" BRASS DISC IN INi pAT PLANS PREPARED UNDER SUPERVISION OF RECOMMENOED:SO APPROVED: GRADING PLAN FOR:
LOCATION: SOUTHEAST QUADRANT OF fj•(lo•
LEUCADIA BLVD AND ORPHEOUS AVE PUBLIC WOKS /VA DATE: L 1 I 3462 WESTERN SPRINGS RD & 3225 COUNTRY ROSE CIRCLE 73607 ° �a
RECORD FROM: PER ROS 18416 6R RD LI o !it fill.4 JIM BRADY ELEVATION: 178.543 ( Lg 'b19 R.C.E. NO.: 71651 JES E OWNS CHRISTOPHER L 0030
DATUM: NAVD88 REV*v #R L � -- _ 8 -761W APN: 264- 299 -18 -00 & 264 291 -17 -00
C7T1N+3NN . 114SPEGMR EXP.: 12 -37 -79 DATE DATE SHEET 10F 3
PLSA 2773
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SITE
�d
LOCATION
2
2
a
FO RNA
ENCINITA R
RANCH RD
o
U
/
L
JAC
PH 619 -259 -6212 VICINITY MAP
DATE OF SURVEY SEPTEMBER 14, 2017
OWNER'S CERTIFICATE NTS
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
SUPERVISE OVER ALL GRADING AC77VITY AND ADVISE ON THE COMPACTION STABILITY OF THE SITE
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND OTYS 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 847H ANY ACTS OR OMISSIONS OF OWNER OR
OWNERS AGENTS, EMPLOYEES CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR
CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE
PROPERTY OR PUBLIC EASEMENTS.
SIGNA7LU E I- Ui/ DATE.° L�
, J! BRADY
SOILS ENGINEER'S CERTIFICATE
I, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CER77FY THAT A SAMPLING AND STUDY OF THE
SOIL CONDITIONS PREVALENT WWN 7741S S17E WAS MADE BY ME OR UNDER MY DIREC77ON ON
AND FOR AN UPDATE ON 3 /9 . 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 CER77FY THAT THE RECOMMENDATIONS INCLUDE')
W THE SOILS REPORT FOR THIS PROJECT HAVE , ». INCORPORATED IN THE GRADING PLANS AND
SPECIFICATIONS oTHe
SIGNED:
/l F F
s
�
bi4e _ P}H y
RCE NO.: 30488 t ° W6e =A�=o
EXP. DATE- Q13IZj8 C'� �'DF GP
JOB : 8516.1 7-cr
CAL \F�
HETHERINGTON ENGINEERING, INC.
5365 AVENIDA ENCINAS, SUITE A
CARLSBAD, CA, 92008
PROJECT NO. 8516.1
PHONE. • 760- 931 -1917
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES 774AT 7HE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH 774E
GENERALLY ACCEPTED STANDARDS AND PRAC77CES OF 774E ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
FUR7HER AGREES THAT THE WORK PERFORMED HEREIN SHALL Ef IN ACCORDANCE WITH 774E RULES AND
REGULATIONS REQUIRED BY 774E CITY OF ENCINITAS, TO 774E EXTENT THAT THE ENGINEER CON7ROLS SUCH
PERFORMANCE. 774E 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. 774E ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS 774E 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 AC aARDOILINO URSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
774E WORK PE R.
SIGNATURE: c DATE•
BRIAN M. RCE No. 71651
PASCO LARET SU17ER & ASSOCIATES
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
RCE EXPIRES 12 -31 -19
EARTHWORK DATA
STEEPEST EXIS77NG NATURAL SLOPE ON -SITE = 2 H : 1 V
MAXIMUM VER77CAL DEPTH OF CUT = 3 FT
MAXIMUM VER77CAL DEPTH OF FILL = 2.5 FT
CUT = 120 C. Y FILL = 16 C. Y.
EXPORT = 136 C. Y.
REMEDIAL = 0 C. Y.
* ESTIMATE DOES NOT INCLUDE S7RIPPINGS, U77LITY TRENCH VOLUMES OR ANY OWREXCAVA77ON, IF REQUIRED
BY S 17E CONDITIONS CONTRACTOR SHALL CONFIRM THAT ES77MATES ARE CORRECT PRIOR TO COMMENCEMENT OF
WORK. EAR7HWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL
BASIS ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES
ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPAC77ON DEPTHS
BMP PROJECT STATUS
G L I 7; �� ; T� 7 ►J � x74 I � � � ! I � 7 ►` 1
PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOA j2jOMEOWNE
/AGENT,etc. IN ACCORDANCE WITH NIAINTENANCEAGREEMENT FOR PR
STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES"
RECORDED ON j VA)E 13. 2018
AS DOC. 4: 7,bIR - Z3 8 B52
OLIVENHAIN MUNICIPAL WATER I ENCINITAS FIRE DEPARTMENT
1
67 urc
DATE DATE SIGN DATE S! IN dY V DATE SIGN DATE
CHANGE N0, DESCRIPTION APPROVED DATE BENCHMARK °,. = yS, UtJIV1VtU UKAWN t1Y: GHLGKLU dr.
(„ ItALS JA ENGINEERING DIVISION APPROVALS CITY ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING N0.
DESCRIPTION: 2.5" BRASS DISC IN INi pAT PLANS PREPARED UNDER SUPERVISION OF RECOMMENOED:SO APPROVED: GRADING PLAN FOR:
LOCATION: SOUTHEAST QUADRANT OF fj•(lo•
LEUCADIA BLVD AND ORPHEOUS AVE PUBLIC WOKS /VA DATE: L 1 I 3462 WESTERN SPRINGS RD & 3225 COUNTRY ROSE CIRCLE 73607 ° �a
RECORD FROM: PER ROS 18416 6R RD LI o !it fill.4 JIM BRADY ELEVATION: 178.543 ( Lg 'b19 R.C.E. NO.: 71651 JES E OWNS CHRISTOPHER L 0030
DATUM: NAVD88 REV*v #R L � -- _ 8 -761W APN: 264- 299 -18 -00 & 264 291 -17 -00
C7T1N+3NN . 114SPEGMR EXP.: 12 -37 -79 DATE DATE SHEET 10F 3
PLSA 2773
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LEGEND
- -
PROPERTYLINE
- - - - 398 - - - -
EXISTING CONTOUR LINE
OVERFLOW 36" X 36" CATCH BASIN,
PROPOSED PERMANENT BMP AREA, SEE DET THIS SHT.
-
CENTERLINE OF ROAD
38
PROPOSED CONTOUR LINE
=C
PROPOSED STORM DRAIN
TC
TOP OF CURB
FS
FINISHED SURFACE
FG
FINISHED GRADE
FL
FLOW LINE
_ Idol 77,1-a J
CITY CITED (CUT / FILL) GRADING AREA SHOWING PRE - CONSTRUCTION GRADES
I III i�i
4" PVC PE# ' i
GRADING LIMITS
36 "x 36" CAST - IN - PLACE CATCH BASIN BROOKS 8 O OR EQUIVALENT
99
2'x F RIP RAP ENERGY DISSIPA TER PAD
14 fps > FLOWS> 12 fps, ROCK CLASS 112 TON, UNLESS OTHERWISE NOTED.
DROUGHT TOLERANT
PLANTS (TYP.)
OVERFLOW 36" X 36" CATCH BASIN,
CAST -IN -PLACE
2" HARDWOOD MULCH/ GRASS
COVER OR CITY APPROVED
EQUIVALENT
FG = er Ian
12„
18" LAYER ENG` -
SEEM =i
!r
j =1
I III i�i
4" PVC PE# ' i
4" PERFORATED -P i._ I iF Ili- MF- ii�""11-�lT -ill I- ��11 (1I i�..,_
AND73 �IF t-fll 'ii I,i- ui �� , ,i Iti_n
* BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM"
SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND,
20 -30% COMPOST OR HARDWOORD MULCH, AND 20 -30% TOPSOIL, FREE OF STONES,
STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS.
** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 18" BUT MAY BE DEEPENED TO
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA
OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION.
TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS
AREA DRAINING TO IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6"
BELOW ADJACENT FINISHED SURFACE
BIORETENTION AREA DETAIL
NOT TO SCALE
TO TO ALLOW
PER PLAIL_
1.5' LAYER ENGINEERED SOIL ) I I I I I I I =1 11- 1 1=
+SEE NOTE BELOW i I-- I I i t I J I] I
-I I t=i I I III -III III -III III �I 1=
11 =1 I I- I i -II I III 1 =i
0.2' LAYER OF 318" GRAVEL
_III 4 1 6" PVC OUTFLOW, IE PER PLAN
1.5' LAYER OF 3/4" GRAVEL - I 0.25' MINUS INFLOW IE
* "SEE NOTE BELOW � { C=. '" ` .• >:> ! - )
l_ 1_
ONE INLET INTO CATCH BASIN, SEEI
O R F I C E P L A T E D E T A I L , I E P E R PLANS I -1i ,I I I J
SECTION B -B BASIN OVERFLOW (TYP)
SCALE 1 " =2'
0
u / \ / / / / 1 4" 35% PVC
/ 7%.%.' '.�0 °+ / / 2 6" 1.5% PVC
✓�, %M if�r s �I.'.�� ��I l �f.fll /,` 3 4" 27% PVC --
PVC PERFORATED
` 5 8" 1.0% PVC
/ 6 4" 38% PVC --
:�:' �V -
'��* � � "
T3318.8 I
IE 315.0 (OUTLET) / 1` / 8 4" 5% PVC --
.fICBER � s" 8 337.1 � � •;�; P � .j
5/ l IE314.7
4r i '4 x V =5.46 /
RIP ENERG
36 X36" CAST -IN -PLACE
/ DISSI ATOR PSDRSD
CATCH BASIN / \
\ , ,3 7 ' ( •' 3/8 "ORIFICE INLET,• 36X36 "CAST -IN -PLACE D40 No. 2BACKING f
r ' BW 2 IE 325.25 CATCH BASIN \ T ( n) =1.1T / PER PLAN RIP R4P A9X FG
PONDING am
l ( ; : - OUTLET Q = 0.98 cfs 318" ORIFICE INLET, • / / FG PER PIAM
PONDING 10" IE j { ti - 2
: : CURB M
LL
l - _
2 I 0.5'W X .5'D X 4.0 L 1.34 of ' 0 I -I I I 11=1 I III 1
INSTALL AGO CHANNEL IE 328 - PONDING 10" gtp}7L1RA110N 849N
- III -I I 1 11 I III -I �I -I DRAIN E UIV, RB EAD LL . B . ' A I I Il��I I %a�=� l (l
OREQUIV, 36.4 0. X .5'D 3. 'L I i
(Q,00= 0.45Gfs u o .` % / 1I 1{I 11H11 11HIN11=
FLANGE & ORIFICE, PLATE CONNECTION SEE DETAIL ) ° RIP PENER�Y ! _
1 WIDTH= 0.85' TG 328.8 - ; � � NO E - 6RAI AGE OUTLETS '-
CURB HEADWALL PERFORMED UNDERDRAtN � I / / ' - IE 325.0' E 324.7 DIS IPATOR ER SDRS
ATTACH TO INSIDE L D- 0, No. 2 B CKING / D IN TG TL TS TRIBUTARY TO EXISTING
PROPOSED GRADE OF STORM DRAIN =5.68 s ( T mm -1 FT /
EXISTING GRADE 0.5' RIP RAP, STRUCTURE IN `MIN. 4' OUTFLOW PIPE MIN. 6 "� LL ) J t f 1 FRASTUCTURE I CONVEYANCE SYSTEM.
IE 323.7 FRONT OF B r I I RIIjRAPTQMINIMII ?EERO�ION EXIS NG3 /4 "aRONPIP,E ONTRaCTORTO NOTIFY ENGINEER IF NOT SECTION C -C DETAIL (TYP)
ROCK CLASS: NO 2 BACKING CITED GRADI GLIMII S A OVER LOW FBASII MOf UMENT PROTE IN -P E ADE (LATE OR CONCERN OF FLOODING.
SUB -DRAIN OUTLEI MIN. 6�
I / SCALE 1" -2'
PROPOSED GRADE ATTACH WITH 3 „�
TAMPER PROOF NOTE - SPECIAL INSPECTION REQUIRED:
- III -III ( I 1-11E 11- BOLTS AT EACH j INCH THICK STEEL PLATE, MIN. SQUARE MONUMENT NOTE:
0.5' PVC T 15% -1I o CORNER, TYP. SPECIAL INSPECTION OF ALL POST CONSTRUCTION BMP PLANTERS, CLEANOUTS, ETC. BY GRADING PLAN
_ DIMENSIONS LOFT GREATER THAN PIPE DIAL
=1I 4" PERFORATED THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND /OR THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE SCALE: 1" --10'
l 1 I1 -I f I ^. � ` f � I I 1 =1 I � I (1=� C 1=1TI �i NOT DIP GALVANIZE AFTER FABRICATION AND
III =III^ 1 = {1 ; I M =� =ILLY PVC INFLOW PIPE DRILLING. PALACE NEOPRENE RING BETWEEN BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH FOLLOWING STAGES. PROGRESS PICTURES OF BMP PLANTERS, CLEANOUTS, ETC.
�I III =III- IM I I- Il 0.41 " DIA. ORIFICE „ • THE PLATE AND STRUCTURE WALL PRIOR TO POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING
IE PER PLAN lit ATTACHMENT FOR A WATER TIGHT CONNECTION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO STAGES:
PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS 1. PLANTER BMP WALL INSTALLATIONS 10 5 0 10 20 30
SECTION A A CURB HEADWALL APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED 2. PLACEMENT OF PERFORATED PIPES, RISER PIPES, OUTLET PIPES, ORIFICE
ORIFICE PLATE DETAIL
SCALE 1 '' =2' CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. 3. PLACEMENT OF GRAVEL LAYERS
SCALE 1" -2'
4. PLACEMENT OF ENGINEERED SOIL LAYERS GRAPHIC SCALE INFEET
5. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK S -BUILT APPROVALS DESIGNED sr. DRAWN BY. CHECKED A BY. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. LfMA
DESCRIPTION. 2.5" BRASS DISC IN INT. DATE PLA S PREPARED UNDER SUPERVISION OF GRADING PLAN FOR.
LOCATION: SOUTHEAST QUADRANT OF �.1�.it REC WENDED: APPROVED:
LEUCADIA BLVD AND ORPHEOUS AVE PUBLIC WORKS /�//, - DATE.' )� 3462 WESTERN SPRINGS RD & 3225 COUNTRY ROSE CIRCLE 13607 - G
BRIAN A O N DATE JIM BRADY
RECORD FROM: PER RQS 18416 � PLANNING �• � '�
ELEVATION. 178.543 �%-- ° L3 201q R.C.E. NO.: 71651 JES E OWENS CHRISTOPHER L. MA DOSKU
DATUM: NA REVIEWER / /9 ss`` ` ' / ,�/� g j of g g _Zpl APN: 264-291-18-00 & 264-291-17-00
CITY ENGI R DA E BRIAN M. ARDOLINO �� - A B
INSPECTOR 1 EXP.: 12 -31 -19 DATE DATE SHEET 2 DF 3
PLSA 2773
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HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL
TO VERTICAL) OR STEEPER WHEN THEY AREA:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO
EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS
APPROVED BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL
FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:.
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
J. 3 LBS PER ACRE OF E SCHOOL CA CALIFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLA
5. 3 LBS PER ACRE OF ALYSSUM CARPET OF SNOW
6. 112 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, OE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES.
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
HYROSEEDING.
9. ALL SEED MATERALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED
THE TH CALIFORNIA CONTAINERS A F DEPARTMENT OF FOOD AND AGRICULTURE
0 RNIA
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON -PHITO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY
APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE
SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE
SOIL.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 157.
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.•
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.•
1. TRACK WALKING SLOPES STEEPER THAN 6:1.
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE.
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.'
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY
RELEASED.
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS AN7ICIPA7 €D AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY 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 7HE REQUIRED PERMISSION IS OBTAINED.
EROSION CONTROL
ADDITIONAL NOTES
STORMWATER POLLUTION CONTROL POST
1.
EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
CONSTRUCTION BMP/IMP NOTES
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON
SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS)
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL
MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS
RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF
MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER
DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE
WITH MATERALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM
AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE
(E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR
STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM.
HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM
2.
NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS
WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT
STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
A PERMIT FROM THE CITY.
ROOF DRAIN, DRIVEWAY, AND STREET
J. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO
APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR
3.
ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
LANDSCAPED AREAS WITH ADEQUATE PRIOR TO
SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
IMPERVIOUS
DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST
HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
SLOPE TOWARD 7HE APPROVED BMP /IMP FACILITY AND /OR
2006 -27
THE TURF /LANDSCAPED AREAS.
LANDSCAPE EFFICIENCY BMP NOTES:
4. No DRAINS SH ALL BE INSTALLED IN HARDSCAPE
DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE
1.
ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT
FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE
PLANT OR IRRIGATION SYSTEM FAILURE
IMP /BMP.
2.
REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION
3.
ERADICATION OF INVASIVE SPECIES
5. DRIVEWAYS SHALL HAVE A MINIMUM 27. CROSS SLOPE
4.
REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED
TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED
5.
REPLENISHING MULCH AS NEEDED
DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF
6.
SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY
AND DISCHARGE IT TO AN ADEQUATE IMP /BMP.
PLANT GROWTH
7
FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON
8.
MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS
SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM
9.
OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
THE CITY.
10.
USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W /BATTERY BACKUP)
7 THE INSTALLATION OF ADD177ONAL IMPERVIOUS SURFACES
11.
MAINTAIN THE SYSTEM CONSISTENT WITH MAWA MAX APPLIED WATER
(
NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE
ALLOWANCE)
REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
12.
REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS "HYDROZONE"
OBTAINED.
13.
MAINTAIN THE IRRIGA710N SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER
ALLOWANCE)
8. ALL EXIS77NG 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
NOTE: ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO
BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND
BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE TRASH ENCLOSURE AREA. THE BERM CAN BE CONS7RUCTED
STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. WIDE AND FLAT TO ALLOW ROLLING OF 7HE 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 DE REQUIRED FOR THIS STRUCTURE.
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT //M BRADY AT (858) 759 -5017, 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 CONSTRUCT70M OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
J. 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 OPERAT70N OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CON7RACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTEN77ALLY 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 (409.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
LEGEND
SILT FENCE
GRAVEL BAGS
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GRAVEL BAGS OVERLAP
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RUNOFF WITH ENDS OVERLAPPED
INLET PROTECTION
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GRAVEL INLET PROTECTION
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RUNOFF TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS
ACTS AS SPILLWAY GRAVEL BAG DETAIL
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1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
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3. ATTACH THE FILTER FABRIC TO
THE POSTS AND EXTEND IT
INTO THE TRENCH.
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2. STAPLE EXTRA STRENGTH SILT FENCE TO
THE POSTS, POSTS ARE TO BE SPACED
CLOSER THAN STANDARD
PRE - MANUFACTURED SILT FENCE
PRODUCTS.
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6 IN (15 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
SILT FENCE DETAIL
20 10 0
GRADING PLAN
SCALE: 1 " =20'
20 40 60
GRAPHIC SCALE IN FEET
CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE -BUILT DESIGNED BY. DRAWN BY• CHECKED BY.- ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
DESCRIP770N: 2.5" BRASS DISC IN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: EROSION CONTROL PLAN FOR:
LOCATION: SOUTHEAST QUADRANT OF DATES 3462 WESTERN SPRINGS RD & 3225 COUNTRY ROSE CIRCLE
LECO DIA BLVD AND ORPHEOUS AVE HORIZONTAL: 1" = 10' �'�V C� �N � JIM BRADY 13607 - G
RECORD FROM: PER ROS 18416 BRIAN A OLINO DATE ° -�-c
R.C.E. NO,: 71651 SE CAS CHRIS N A-GOOSK(� ApN: 264 291 -18 -00 & 264 291 -17 -00
ELEVATION: 178.543 VERTICAL: Jae 20LB G,$ -LO/B
DATUM: NAVD88 BR ARDOLIN
VIEWER INSPECTOR LPRH GINEER EXP.: 12-31-19 DATE ' DATE SHEET 3 OF
PLSA 2773
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