2016-12806 G (Plans)EROSION CONTROL OWNER
RIGHT OF WAY NOTE CARRIE SINCLAIR
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CARRIE SINCLAIR AT (858 )735 -5535, 24 STORMWATER POLLUTION CONTROL. BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES 504 SPLITRAIL DRIVE �uP1 51'
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS A DAY. ENCINITAS, CA 92024
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN CONCRETE WASHOUT (858)735 -5535
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE PR JECT
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, SITE ADDRESS S JAS ST.
STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL 154 & 156 PHOEBE STREET
DRAINAGE NOTE CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. POST A SIGN DESIGNATING THE WASHOUT LOCATION. ENCINITAS, CA 92024 Z
APN: 254 - 230 -12
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS n
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CONSTRUCTION SITE ACCESS a
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO ENGINEERING INSPECTOR. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT LEGAL DESCRIPTION
AN APPROVED DRAINAGE FACILITY. TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL THE SOUTHERLY 140.0 FEET OF THE WESTERLY 10.00 FEET
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO PANELS /PLATES. LOT 15 AND THE SOUTHERLY 1 FEET THE
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STERLY 65.00 FEET OF LOT 16, BLOCK 1, SOUTH CO+��
UTILITY NOTE EA cm PHpE9E c
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. PARK NO. 4, IN THE CITY OF ENCINITAS, COUNTY OF SCIFIC
CONSTRUCTION VEHICLES
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 5. THE CONTRACTOR .SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP OCEAN
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. THEREOF NO. 2049, FILED IN THE OFFICE OF THE COUNTY Lp ,JG}5 ST.
GENERAL NOTES CIRCUMSTANCES WHICH MAY ARISE. RECORDER OF SAN DIEGO COUNTY, JULLY 26, 1927.
EROSION CONTROL OWNER'S CERTIFICATE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL pIA St
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
INSPECTION. INCORPORATED HEREON. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. THE SITE.
2. THE SOILS REPORT TITLED "PRELIMINARY UPDATED GEOTECHNICAL REPORT PROPOSED NEW 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S i
HAGUE /SINCLAIR DUPLEX LOCATED AT 154 -156 PHOEBE STREET, ENCINITAS, CALIFORNIA" PREPARED SLOPE AT THE CONCLUSION OF EACH WORK DAY. PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST VICINITY MAP
BY ENGINEERING DESIGN GROUP DATED FEBRUARY 26, 2016, AND UPDATE DATED N/A ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, N.T.S.
PROJECT #165574 -1 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING
BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY
REPORT. (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. UNNECESSARILY; THEY HELP DECREASE EROSION. ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES,
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS GRASSES TO SHIELD AND BIND THE SOIL. WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM ' ��1'
GRADING. DRAIN SYSTEM. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. SIGNATUR `� DATE:A /� 1 I ►IL
ARRIE SINCLAIR 11 --"TT
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ! ,
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL SIGNATURE:�n SIGNATURE:
REPLACED OR REPAIRED TO CONDITION NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ON -SITE CONSTRUCTION MATERIAL STORAGE COLIN SINCLAIR J HAGUE
EXISTING PRIOR TO GRADING. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL SOILS ENGINEER'S CERTIFICATE
AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN, CONTRACTOR SHALL PROVIDE SECONDARY
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES I, EILIN RI S? A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC.
AND /OR THE TURF /LANDSCAPED AREAS. IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
ENGINEER OR A LICENSED LAND STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON NIA AND FOR
SURVEYOR. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A AN UPDATE ON L -24 -W . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. 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
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL o TRAINING REPORT FO THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY Of ENCINITAS SHALL BE TRAINED TO BE FAMILIAR
WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE SIGNED:
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN IT TO AN ADEQUATE IMP/BMP. AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM -
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 1
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED RCE NO.: (,6122
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WITHOUT A PERMIT FROM THE CITY. WASTE MANAGEMENT UI
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9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS 7. MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE JOB #: 165574 -1
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ti
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. ENGINEERING DESIGN GROUP
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND• =•
WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN 2121 MONTIEL ROAD
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE IMPERVIOUS, NON = COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. SAN MARCOS, CA 92069
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES (760)839 -7302
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. STATEMENT OF ENGINEER OF WORK
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
11, UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARCOUS THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 12806 -G HAS BEEN PERFORMED IN THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. REQUIRED FOR THIS STRUCTURE. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
SAN DIEGUITO WATER DISTRICT NOTES: SITE. NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
12, ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING SURFACES. INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND MIS /HER
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS 2. REVIEW OF THIS'LAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ARISING OUT OFT R ORMED BY THE ENGINEER.
FOR THEIR INTENDED USE. NON - EXISTENCE OF, ANY UNDERGROUND'UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
PROJECT. SIGNATURE: { ._ DATE: �'��(1
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE BRIAN M. ARD NO
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. PASCO LARGT SUITER &ASSOCIATES
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR NOTIFICATIONS 535 N. LARET Y 101
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON S 5 N. HI BEACH, CA 92074
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE
WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. (858)259 -8212
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST RA OUR KNOWLEDGE THERE ARE D EXISTING UTILITIES RCE EXPIRES 12 -31 -17
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY EARTHWORK DATA
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S STEEPEST EXISTING NATURAL SLOPE ON -SITE = H: V
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER RESPONSIBILITY TO CONTACT THE FALLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, MAXIMUM VERTICAL DEPTH OF CUT =
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: MAXIMUM VERTICAL DEPTH OF FILL =
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. A. SEWERS - LWD - (760)- 753 -0155
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 DISTRICT -1- 800 - 227 -2600 CUT = 43 C.Y. FILL= 10 C.Y.
C. WATER -SAN DIEGUITO WATER
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. D. TELEPHONE -DIE BELL - CATER 89 -3411 EXPORT = 33 C.Y.
15, CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 REMEDIAL= 11 C.Y.( REMOVAL AND RECOMPACTION UNDER AND 'OUTSIDE OF BUILDING AREAS)
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT DIEGO GAS AND ELECTRIC VAULTS. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR PHONE: (760) -633 -2770. Q�yOFESS /pN9
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME. LOOSENED SHALL BE 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED k0cHAEL�
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN WAYS.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK
ACCORDANCE WITH THE GRADING ORDINANCE. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. y
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL:
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16. ALL TREES, BRUSH, GRASS; AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN IMPERVIOUS AREA r Exp. ®12/31/17 ® a
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN SQFT
1"t i
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS IMPERVIOUS AREA AFTER CONSTRUCTION: IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 2,548 48 SQFT ST CIV I� !Q
ENGINEER PRIOR TO TIDE DISPOSAL FILL SHALL BE
SUCH MATERIAL. D FROM THE SOILS ENGINEER AND CITY PARTS. INCREASE IN IMPERVIOUS AREA: 3,155 SQFT OF CAl1F BMP PROJECT STATUS
9, ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED IMPERVIOUS AREA REPLACED: 286 SQFT STANDARD
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PASCO LARET �UITER WASTEWATER FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
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 &ASSOCIATES
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 CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 1 ` -1
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT 535 North Highway 101; Ste A, Solana Beach, CA 92075 72 �1 -1 2Z • `ko AAA � � �g,�lp ?p_14 /
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE
TREE REMOVAL ph 858.259.8212 I fz 858.259.4812 Lplsaengineering.com SIGN DXTE DATE SIGN 15ATE SIGN DATE IGN DATE IGN DATE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT EsI ED DRAWN HE K v: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
DESCRIPTION: DISK STAMPED OC 1401968 PLANS PREPARED UNDER SUPERVISION OF RECOMMENr_%I=DjQ0 APP VE GRADING PLAN FOR: 154 & 156 PHOEBE STREET
LOCATION: NE CORNER OF RR BRIDGE A23 -2B3 HORIZONTAL: N/A 3.16.18 DATE: $ 31b � � COLIN & CARRIE SINCLAIR, JEFFREY HAGUE 12$ 06-G
RECORD FROM: BM 000140 BRIAN kr.ARD0b1qG DATE
ELEVATION: 79.63 VERTICAL NIA R.C.E. NO.: 71651 MASIH MAHER GLENN PRUIM / APN: 254 -230 -12
DATUM: NAVD88 GLM 3 -L?-- BRIAN M. ARDOLIN - -Q/ 3�h F/Z l�G
R VIEWER IN PE R E EXP.: 12 -31 -17 DATE DATE PLANNING CASE NO: 15 .T OR /CDP SHEET 1 OF 3
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SD.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
- -
PROPERTY LINE
LOT LINE
- - - - -
EASEMENT LINE
PCC PAVEMENT
PERMANENT BMP AREA
POROUS PAVERS PER DETAIL
AC PAVEMENT
GRASSCRETE PAVERS PER MANUFACTURER'S SPECS.
-
CENTERLINE OF ROAD
55
CONTOUR LINE
- - -- -- - - - -
EXISTING CONTOUR LINE
FLOWLINE
-
SETBACKS
_ -C,
STORM DRAIN INLET
STORM DRAIN
S
SEWER LATERAL PER LWD S -17 & S -25
VV --
WATER SERVICE PER WS -09 & WC -17
FS
FINISHED SURFACE
FG
FINISHED GRADE
FL
FLOW LINE
FF
FINISHED FLOOR
GF
GARAGE FINISHED FLOOR
DROUGHT TOLERANT 2" HARDWOOD MULCH/
PLANTS L p.) GRASS COVER OR CITY
OVERFLOW PIPE APPROVED EQUIVALENT
PER PLAN
6 MIN
24' ENGINEERED SOIL
* SEE NOTE BELOW
2 OF 318' GRAVEL
12' OF 314' GRAVEL
** SEE NOTE BELOW
* BIORETENTION 'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24' 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.
** 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
THE EFFEC77VE 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 BIORE1EN710N PLANTERS TO BE DEPRESSED AT LEAST 1" BELOW
ADJACENT FINISHED SURFACE
BIORETENTION DETAIL
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 1 fa 858.259,4812 1 plsaaengineering , com
CHANGE NO. DESCRIPTION
] TW 84.85 i I II
_ -
FS-85. WOOD E t
LANS __ i CONCF (8 1 +
.W
314' IRON PIPE & i � IX WOOD FENCE
DISK LS 8537 AROUND ENTIRE
PROTECT IN PLACE I ; ^ 1,.r.- - .6 '! PROPERTY TO
BE REMOVED
TG 830 AREA DRAWN _ m
s EX SHED IE 81. ) LANDSCAPE AREA PROPOSED
TO BE _ / m ` - �2 c6s 78
IX WOOD FENCE x� O y, - / I
REMOVED IX PAVER TG / I PER E
TO BE PEMOVED J STONE PATIO 1 8 4 FFNCE (S (8�
FS =65.86 ; 0 LIE REMOVE r�I
d
1 81.8
IS 63.1 314- IRON PIPE
l -GS --83.1 } `'� / PROTECTED IN PLACE
A "PHI FS 8 .3 j
POLE POWER r - -- SHOWER
8�
T
' Lr TG 826
FS
0 1 ,,, �, lE 81.
FS 83.4 IX SIORAG
i
` SHOWER TO BE REMOVED r 8.1
\ '
PRIVATE] DR IE 6 FS 83.4 1 \ 6 I DECK�F I rims 1
9 I RESIDENCE
TO EMAIN 5' i <1 w I
S F5 3
'
FS 0.4 EXISTING RESIDENCE
TO REMAIN i.` Fi
i PAD 83.0` (� s
' PROPOSED
j I I �I STRUCTURE FF 835 IS 83.4 ?iQ� {� I�
FS Ill FOR FAU , Il S78G .91 WDOO FENCE
FS =84.70 G 83.1 ; TG 8 .2 FS 83.4 e t LE 11,N0 ` BE REMOVED
E1EK "ah; f 81.4 I ( If 81. `�
�.� 8 STI'°t4f -.
u ;- PRO ED STAIRS �' it I
IX WATER HEATER f- FS46.08
PER IT11�C
i >x TO BE REMOVED p
:3 FS 83.4 LVT Sz A5, :` j HEAVY
IS 834 �Pil �� SYS � I �� 76 �P€ a H.
10° EXISTING RESIDENCE
PROPOSED
j" TO REMAIN }�
1 STRUCTURE FOR FAU PAD 83.0
1 �I
W,. K s' 2 ONt 7, FF 83.5 3 '•' 1
PANG Q R TG 357
}
�) IX PAVER STONE I 8 8 !
�) FS 83. 0 %A BE REMOVED `� S ,8 �r IIiL
FS 83.4 FF =83.50 -.�3
FS 83.4 1'ol FS '2 f I rFS =75.62
IX PRIVATE ADDITION Cu - -- _- ---- - f5 83.4 833'
DRIVEWAY T j
FG 83.3
REMAIN!
IS
8IX STORAGE AND _ of TG 82
Tr
jj
q IE 1.1 LAUNDRY TO REMAWN T•E� IE 80 - �I ��' I' !
I
74851 �..�:. t 3..a "� -
: s MAX HT WOOD
1;XIS7 NG FENCE PER
� -P EXISTING � ^
ERMITTED GARAGE a1 0 �, r Tw JANDSCAPE
PROPOSED TRASH ( s aw 79 ;5
bbNVERSION TO BE Q f
fNCkOSURf PER v I '
AR � RESTORED TO
CHIIEPLAN - g 2-CAR,- GARAGE
PLAN&-
"= FG 82.8 FG 828 i PROPOSED
83.1 4 IE 0 BIORETENTI
AS , 8
_ j NOT TO M07�Lj
ITHOU7' PERMISSION
1.4 _ 2• ELI " ( ROM THE C17Y
P12ED =83 32 F 818 J (f FC 80.4
BIORETENTION AREA FS 823 #� tiT.
NOT TO BE MODIFIED = 1 a 6 PROPOSED a _ m 109 SF (76 SF MIN)
` 8" 1 fmm LIMP ARC °�y 81 `. `' FENCE PER
WITHOUT PERMISSION # 0'' FS 1. BRAW FG 80.2 hryd
'r 4JvLtiF1W�AIJ , . , ,� . 79.4.', '.,' '' ENCROACHMENT , ARCH PLANS ACHMENT MAINTENANCE AND
`'�01MER LINEf.` FTRMMS 4FG 8 9 ,,,' .,,, ' FS 81.5 a,; 'E 80.6 (24 SF MIN) FS hZO ".' ., n - ,;. I'v6IOVAL AGREEMENT RECORDED
80 SF (25 SF MIN) J�1 �- i sY�AXE s FS ce fS 8 f } =ti zE' JULY 19, 2016 AS DOCUMENT NO.
'1 j
*,'� ,' II j MODULAR WALL 2016- 0361268
9
82 -92- (n N PLC PA ° 'G 1 Vey
KEYS1iPjA 80'07
Ex P POLE 3/4" IRON PIPE &
DISK LS 8537'
POW POLE ' _ PR07EC1f IN PLACE
341 Lw / 0" HT PCC
�_.. N__ FLUSH CURB 1 \
52 p m
w
\APPROX LOCATION OF IX EDGE OF
EX 6" ACP WATER LINE PAVEMENT 0 W W � 1 CN
\ ""1 RIM -82.97 W
=s =_ PHOEB�F STREET
N LANDSCAPING
FS= 83.55 5 s= 81.584 MASONRY RETAINING WITHIN �Ru . J
WALL PER SDRSD DEDICATION PER
LANDSCAPE PLANS
m No. 71651
10 5 0 10 20 30
CIVIv-
• GRAPHIC SCALE IN FEET
ELEVATION: DESCRIPTION: DISK STAMPED OC 1401.968
HORIZONTAL: III= 10'
RECORD FROM: BM 000140
I LT
Ci ?y
DATE
W -}
FERWOUS PAVER PER
DETAIL THIS SHEEET
DISTRICT TO UPGRADE TO
DUAL METER PER
WAS WS -09, WC -17
AT OWNERS EXPENSE
- 3 I11"` G -4 MASONRY RETAINING EASEMENT PER SbRSD FOR PUBIC RIGHT -OF -WAY
WALL
RECORDED JULY 19, 2016 AS DOCUMENT
16k NO. 2016 - 0361267
FS =75.59
p• _
-(� 3/4' IRON PIPE & �/
•
IS 8531 % I -
I Ht CURB IECT IN PLACE - - 1
FS 75.96 OVERHEAD
M.. .._s
POWER LIMES 1
€A =73.95 4
LANDSCAPING w
IIN 8' R.O.W.
ICA71ON PER
OSCAPE PLANS -
a jf
FS =i499�
GRADING NOTES
1. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT
PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR. A
WRITTEN LETTER OF 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 UN77L
THE REQUIRED PERMISSION IS OBTAINED.
2. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL DRAINS SWILL 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.
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE
GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
2006 -27.
4. DRIVEWAY STEEPER THAN 2OX SHALL BE BENCHED PER GEOTECHNICAL ENGINEER'S RECOMMENDATION.
MONUMENT NOTE°
THE CONTRACTOR SHUT BE RESPONSIBLE FOR ANY MONUMENTA71ON AND /OR BENCHMARKS WHICH WILL BE DISTURBED OR
DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRL47E MONUMENTA77ON BY A LICENSED
LAND SURVEYOR OR A REGISTERED CML ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF Ic
SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS REQUIRED BY 1C
THE LAND SURVEYOR'S ACT.
NOTES TO CONTRACTOR: a
UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORM4770N. V
EXACT HORIZONTAL AND VERTICAL LOCA71ON OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING 6
UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR SWILL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES
BETWEEN ACTUAL LOCA77ON AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY.
EXISTING OVERHEAD UTILITY SERVICE LINES TO BE REINSTALLED UNDERGROUND.
CONTRACTOR TO COORDINATE WITH SDWD INSPECTOR FOR INSTALLATION OF PROPOSED WATER METER AT
RIGHT -OF -WAY. WATER METER TO BE FIELD LOCATED WITH RESPECT TO EXISTING It PROPOSED WARDSCAPE, UTILITIES, ETC.
SPECIAL BMP INSPEC110N NOTES,
PROGRESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING
STAGES.
1. BASIN EXCAVA710N
2. PLACEMENT OF PERFORATED PERFORATED PIPE, RISER PIPE, OUTLET PIPE, ETC.
J. PLACEMENT OF GRAVEL LAYER
4. PLACEMENT OF ENGINEERED SOIL LAYER
5. FINAL BASIN GRADING
6. FINAL COMPLETED BASIN WITH VEGETA77ON ESTABLISHED
INSTALL DECORATIVE PERVIOUS PAVERS
BY ORCO OR CI7Y APPROVED EQUIV
JOINT FILLER 2" BEDDING PER
(118" TO 318" ROCK) MANUFACTURER'S SPECS
"--- - - - -4' - NO. 57 STONE
��o ��o ❑�o�o boa OPEN GRADED BASE
o oQOo 6 MIN THICK -
oC 3/4- CRUSHED ROCK
SOIL SUBGRADE
PERVIOUS PAVER DETAIL
NEW RIM'
.0
8' 1.33' --1 BW 80.4 VARIES
EASEMENT FOR PUBLIC MODULAR RETAINING
RIGHT -OF -WAY WALL MAX HT 1.6'
4' AREA DRAIN
TW 80.4
BW VARIES
t J'! .
I i (1 I t t1 {'' 11111 =a 11 ' I l=j I 11 j -
C -4 MAWALL PER SORSD 1� {'s I= i 1 ! - -i "`1= j
11, �IL7I i ti ,t -I I E-ll ll I I tt
MAX HT 4' i 1I %IL i1 ,. 11 'q-
80 '
_1
X 160 GRAVEL �3- I'sliJ i,11 1s ,1;1
COLUMN I l r 4 i '; f
SUBDRAIN TO WEEP HOLE
NEW LANDSCAPING PER i
LANDSCAPE PLANS ?%' i, i"
SECTION A -A " 'I `1(1 �' 1= II , a
�L�I�I11 �1'r 1��,1� -�
w sn
ROW CENTERLINE a
EXISTING ROW O
O
U)
NEW Ill P/L 26.5' 0�
I 1 IW-- o
7' 24' Mid U }
EASEMENT
_8'
OR PUBLIC 12' t 12':f 5' w r
_ RLGHT-OF- -WAY 2 D PNWG EXISTING CL STfUPING 2' . J 00
2% 0.5' 0=0)
2% _ _ _ �/A- - _ _ - - - - - - - - FUTURE CURB U Z °°
- - - -- T - -- &SIDEWALK a�CO
NEW LANDSCAPING 0 HT FLUSH 6'
WITHIN 8' EASEMENT \ X•16' PCC CURB
/� �+ PLAN
PER LANDSCAPE PLANS 0' HT FLUSH 6' INSTALL PERVIOUS PAVERS
GRADING PLAN X 16' PCC CURB CI ORCO (AQUA -BRIO) OR
CRY APPROVED EQUN.
SCALE: I'll PHOEBE STREET TYPICAL SECTION
DESIGNED BY 1 DRAWN BY- 1 21JECKED Bv: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDVQO APP V GRADING PLAN FOR: 154 & 156 PHOEBE STREET
DATE: /_," , ^A 64 COLIN & CARRIE SINCLAIR, JEFFREY HAGUE
R.C.E. NO.: MASH MAHER GLENN PRUIM
, �c, APN: 254- 230 -12
�
BRIAN M. ARDOLINO EXP„ DATE / 3 d / DATE ;� /�` PLANNING CASE NO: 15 -077 DR /CDP
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES 714AT 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 OP77MUM 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 LOS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4. 4 LES PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LOS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
7 ITEMS C, DIE AND F OF THIS SUBSEC71ON MAY BE OMITTED ON LOCATIONS
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM E17HER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES
8. ITEM A OF THIS SUBSEC71ON MUST BE INOCULATED WITH A NITROGEN FIXING
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
HYROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS17E IN UNOPENED
CONTAINERS W17H THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON- PHYFO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
B. TYPE 1 MULCH APPLIED AT 771E 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, WHDTH 15%
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BK
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 II 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 ENTTRELY WITHIN THE APPLICANT'S PROPERTY,
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED 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 THE REQUIRED PERMISSION IS OBTAINED.
ADDITIONAL NOTES
1. EROSION CONTROL 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 DEG,?ADA71ON DOWNSTREAM
(E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR
HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. DC14 MEANS
STORM RUNOFF GENERATED AND CONVEYED Al IMPERVIOUS ARE43 SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET.
3. ALL PARCELS ARE SUBJECT TO ARCH17ECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
2006 -27.
LANDSCAPE EFFICIENCY BMP NOTES:
1. ROUTINE INSPEC77ON TO GUARD AGNNST RUNOFF AND EROSION AND TO DETECT
PLANT OR IRRIGATION SYSTEM FAILURE
2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION
3. ERADICATION OF INVASIVE SPECIE
4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED
5. REPLENISHING MULCH AS NEEDED
6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY
PLANT SROWTH
Z FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
8. MAINTENANCE TO AVOID OBSTRUCRON OF MOTORISTS VIEWS
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
10. USE OF A 71MING DEVISE TO RUN ALL IRRIGATION (W/BATTERY BACKUP)
11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS °HYDROZONE"
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER
ALLOWANCE)
NOTE:
BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESIL71NG
BAS /NS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY
REMOVED AND THE BIORETEMTON BASINS COMPLETED ONCE FINAL SITE
STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL.
FS =85.69
FS =85.40 _J
ASPIC.
A.
1`
i
FS =84.70-J
4MVER CL,'-AN <.
Ou ,
01
A; RH
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OA
INSTALL SILT FENCE a !'
Wom
. , PER - DETAIL %THIS SEIEET l v _h -
-� - - -- -��� GS=82.6 -
INSRUL `GRA& BAGS
t AROUND INLETS PER °�
DhNL THIS SHEET °D- _ �_ _ _ _ � _ 'J-
-
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9 19 FS =83. i ;.
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1 FF =83.50 v ! ' 1 i'
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1 1
E , ; ,., 4
O'J£RHEAD
POWER LINES FS',K 6 ! ',�� J
I STABILIZED CONS7RUC77ON /
ENTRANCE PER DETAIL ;l
THIS SHEET ".� l .
; I
/ \
j I
17G_
%
-
FS =8292
POI
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RIM-82 97
FS= 83.55
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GRAPHIC SCALE IN FEET
% �`f \`
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*k = O
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1
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INSTALL .SILT
-- - - _FER DEAIL 7145-
GS =810 TW= 81.64-
BW= 77.69
i
p yON R.` F
RE '
.{� A
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79.92 i-GS =78.6
78.47
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T-FS =76.08
76
I-FS =75.82
': E 31 t '
RlEiNNING t1tAL
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/_FS =75.59
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i -_ , _ -3 p BW -76.54
71�E'8
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r 1
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EA =76.10
EA =73.95
r
4, i 1 ! i
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FS =79.33 � ) � !, �
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EROSION CONTROL PLAN
SCALE• 1`_-10'
WIDTH AS I
TO ACC
ANTIGPAlED
PROPERTY
AWACENT PROPERTY
CENTERLINE OF `I'►
PROPOSED
PROPOSED SEIBACKS
PROPOSED CONSTRUC77ON
ENTRANCE PER DETAIL THIS SHEET
PROPOSED SANDBAG BERM
COARSE
AGGREGATE
FILTER
FABRIC
ORIGINAL
GRADE
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SEC77ON A -A
NOTE.
CONTRACTOR TO MODIFIY CONSRUC71ON
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND DITCH
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
A-I / ) �-
W
m
0
a
A 19' RADIUS
50' MIN MIN.
CONSTRUCTION ENTRANCE DETAIL
NOT TO SCALE
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS
GRAVEL BAGS OVERLAP
2. STAPLE EXTRA STRENGTH SILT FENCE OR
WIRE FENCING TO THE POSTS. IF USING
EXTRA STRENGTH SILT FENCE, POSTS ARE
TO BE SPACED CLOhER THAN STANDARD
PRL'- MANUFACTURED SILT FENCE
PRODUCTS.
6 IN (15 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
WIRE rF 1_ INSTALLED
_
)
II i
SILT FENCE DETAIL
NOT TO SCALE
RUNOFF TWO LAYERS OF GRAVEL BAGS TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED RUNOFF WITH ENDS OVERLAPPED
GAP BETWEEN BAGS INLET PROTECTION
ACTS As sPrttwaY GRAVEL BAG DETAIL
NOT TO SCALE
No. 71651
Exp. 12/31/17
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, GA 92075
ph 858.259.8212 1 fr 858.259.4812 1 plsaengineering.com
NOT TO SCALE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE S -BUILT C E KED B ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
P S PREP D UNDER SUPERVISION OF RECOMMEN ED: `QG> AP3!P ZE.
GRADING PLAN FOR: 154 He 756 PHOEBE STREET
DESCRIPTION: DISK STAMPED OC 140 1968 J /y ✓�
LOCATION: NE CORNER OF RR BRIDGE A23 -2133 HORIZONTAL: 1" = 10' .� 2) DATE: �;' I4 ^� ILA ✓g�
RECORD FROM: BM 000140 BRIAN M. ARDOLINO DATE oo�i� COLIN �c CABBIE SINCLAIR, JEFFREY HAGUE 12806 -�
VERTICAL: N/A R.C.E. NO.: '7165( MASIH MAHER GLENN PRUIM
ELEVATION: 79.63 APN: 254- 230 -12
DATUM: NAV588 GL/H 3 -2Z BRIAN M. ARDOLINO EXP :IZ -I� DA 9/30/' 9 DATE V -4114 PLANNING CASE NO: 15 -J77 DR/CDP SHEET S OF S
CITY PLSA 2386
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