2019-14270 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER
FREDERICK SAULS
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS PRIOR TO WORKING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT FREDERICK SAULS AT (310) 923 -4920, 24 HDQRS A DAY. CONCRETE WASHOUT 3695 LONE DOVE LANE
IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY CONTRACTOR SHALL ESTABLISHAND USEANADEQUATELY SIZED CONCRETE ENCINITAS, CA 92024
PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT WASHOUTAREATO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO PHONE
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN THE STORMWATER CONVEYANCE SYSTEM ORANY RECEIVING WATER. CONTRACTOR SHALL POSTA SIGN DESIGNATING THE WASHOUT LOCATION.
DRAINAGE NOTE RAIN IS IMMINENT. SITEADDRESS Z
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING CONSTRUCTION SITEACCESS 3695 LONE DOVE LANE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM INSPECTOR. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS ENCINITAS, CA 92024 S
STRUCTURES FORA MINIMUM OF 5 FEETAT 2 PERCENTAND BE CONVEYED TOANAPPROVED DRAINAGE FACILITY. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF SHALL INCLUDE USING MATERIAL SUCHAS 3" CRUSHED ROCKAND /OR CORRUGATED STEEL PANELS /PLATES. 264 - 451 -19 -00 =
UTiLITYNOTE THE CITY ENGINEERAFTER EACH RUN-OFF PRODUCING RAINFALL. w LONE DOVE 5 LANE
THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY CONSTRUCTION VEHICLES z
ENGINEER DUE TOAN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND LEGAL DESCRIPTION O
ALL UTILITIES SERVING THIS SITE SHALL 8E INSTALLED UNDERGROUND. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. LOT2OFCITYOF ENCINITAS TRACT NO. 92 -101. IN THE CITY OFENCINITAS,
TRESPASS ONTOAREAS THATARE UNSAFE OR ARE POTENTIALLY UNSAFE. COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP
GENERAL NOTES 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED EROSION CONTROL THEREOF NO 13208, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SITE C z
HEREON. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY SAN DIEGO COUNTY JUNE 1, 1995 2 z
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS. ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER Q
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL CONCLUSION OF EACH WORKDAY MATRIX.
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FORTUNA RANCH RD
ANY REQUEST FOR INSPECTION. FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE NOEXCAVATIONANDGRADI NGACTIVITIESAREALLOWED DURING WETWEATHER. OWNER'S CERTIFICATE
2. THE SOILS REPORT TITLED "LIMITED GE07ECHNICAL INVESTIGATION PROPOSED ACCESSORY DWELLING UNIT 3695 LONE REMOVEDAFTER EACH RAINFALL.
DIVERSION DIKES USING BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS (WE) HEREBYCERTIFYTHATAREGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
DOVE LANE" PREPARED BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC., DATED FEBRUARY 4TH 2019, I
PROJECT# 19- 1148D3 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE 4TH, IN
AGAINST EROSION USING PERMANENTAND TEMPORARY EROSION CONTROL MEASURES. WILL BE RETAINED TO SUPERVISE OVERALL GRADINGACTIVITYANDADVISE ON THE
ACCORDANCE WITH THE RECOMMENDATIONSAND SPECIFICATIONS CONTAINED IN SAID REPORT STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/ImP NOTES REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TOAVOID UNNECESSARY COMPACTIONAND STABILITY OF THE SITE.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION, i (WE) HEREBYAGREE TO INDEMNIFY, DEFEND, AND HOLD CITYAND CITYS OfFtCERS, OFFICIALS VICINITY MAP ,
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINSTANYAND ALL LIABILITIES, CLAIMS , N.T.S.
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL DEMANDS, CAUSES OFACTIONS, LOSSES, DAMA6ESANDCOSTS ,INCLUDIN6ALLCOSTSOfDEFENSE
4. WRITTEN PERMISSION SHALL BE OBTAINED FORANY OFFSITE GRADING. PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN PURPOSES .E ROSIONSHALLBE PREVENTED BYPLANTINGFASTGROWINGANNUAL AND PERENNIAL GRASSES TOSME LOAND BIND THE SOIL. THEREOFS,CA SESOFAf, ORINANES, DAMRCONNECCOSTS ,ICLLDINGALCOSTSOFNANY
SYSTEM. PLANT PERMANENT VEGETATONAS SOONAS POSSIBLE, ONCE EXCAVATIONAND GRADINGACTIVITIESARE COMPLETE. ACTS OR OMISSIONS OF OWNER OR OWNER'SAGENTS, EMPLOYEES, CONTRACTORS,
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANYAND ALL WORK OR
GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION NOT B E MODIFIED WITHOUT A PERMIT FROM THE CITY' c CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT
EXISTING PRIOR TOGRADING.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES WATER USAGE FOR DUST
AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE . OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
6. THE DEVELOPER SHALL 8E RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH /S DISTURBED OR DESTROYED FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY ON -SITE CONSTRUCTION MATERIAL STORAGE
SHALL BE RE- ESTABLISHEOAND REPLACED BYA REGISTERED CIVIL ENGINEER ORA LICENSED LAND AND /OR THE TURF /LANDSCAPED AREAS. STORED MATERIALS SHALL BE CONTAINED NED AI . SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS SIGNATURE: � � DATE:
SURVEYOR. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA WHERETHEYWILLSTAYL )RYOUTOFTHERAIN. CONTRACTORSHACLPROVIDESECONDARYCONTAINMENTFORALLFUE LSTOREDON -SITE. ELIMINATE FREDERICKSAU S
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ONSITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCTAND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITHA TEMPORARY SEDIMENT
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND IT TO AN ADEQUATE IMP /BMP. BARRIERAROUND THE PERIME'TERATALL TIMES.
REGULATIONS. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED "
WITHOUT PERMIT FROM THE CITY. TRAINING
8. GRADINGAND EQUIPMENTOPERATING INITHIN ONE-HALF (112) MILE OFA STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT 7_ THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF
BE CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND 730 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED REQUIRE THAT THIS PLAN BE REVISED OR THATA SEPARATE ENGINEERING PERMIT BE OBTAINED. ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
HOLIDAYS. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN
SOILS ENGINEER'S CERTIFICATE
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN RESPONSIBILITIES.
FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE 11 Mo vin OWLIN I A REGISTERED CIVIL ENGINEER IN THESTATE OFCALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF
PERMTTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED IMTH THE CITYAT LEAST48 HOURS IN ADVANCE BY ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM WASTE MAMVAGEMENT APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITH/N THIS SITE WAS
CALLING (760) 633 -2770. SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OFALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR MADE BY ME OR UNDER MY DIRECTION ON JANUARY 15TH, 2019 AND FOR AN UPDATE ON . ONE COMPLETE COPY OF THE
DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE WASTE PRODUCTS ON THEGROUND, WHERE MIER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED SOILS REPORT COMPILED FROM THIS STUDY MTH MY RECOMMENDATIONS, HAS 13EEN SUBMITTED TO THE OFFICE OF 774E CITY ENGINEER.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TOANYPROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES NO SEEPAGE FROMANYDUMPSTER SHALL BE DISCHARGED INTO STORMWATER . BERMS /DIKES SHALL BE PLACED AROUNDALL DUMPSTERS TO DIVERT FOR THIS PROJ CT AVE BEEN INCORPORATED IN THE GRADING PLANSAND SPECIFICATIONS.
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A THE NATURAL STORM RUNOFF DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. j�
THE DEVELOPER SHALL COMPLY IION ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN SIGNED.
REGARDS TO THE HAULING OPERATION. SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE CONTACT WITHANY TRASH MATERIAL.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL REQUIRED FOR THIS STRUCTURE. RCENO.: 13165 _�FES14
AND /OR FINAL RELEASE OF SECURITY, AWAS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER fljjY�e W TER DISTW OTES: MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE WOOD, AND
PERMIT NO 14270 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS 1• POTABLE W TE o L CONSTRUCTED IN ACCORDANCE vv" 'ME CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS EXP. DATE. 12l'51 I / Pip
SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF AS SPECIFIED IN THE MOST CETAIi 5 AND NIATEWALS (800) 714 -1195. a`� q4" R. Odyc
IBC EDITIOM>tOFTHE OUVENHAINMUNIGIPAL WATERD15TR1CT (DISTRICT)
HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT
THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. STANDARD SPECIRCAnoN5 AND DRR W INbS FOR THE CoNST w CT10N of THE W A(E'R NONS AND FOR INFORMATION ON LkNE?FILLSAND TO ORDER DUMPSTERS CALL EDCOAT (760) 436 4159. JOB #: 19- 1148D3
tr- ACILITIES, INCWD►Nfa FILL AMENDMENTS ADOPMDPRIOR To THE DISTRICT APPitDVAL DATE ON THESE 023155 0
12. ALL GRADING SHALL BE INSPECTED AND TESTED BYA QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL rLAI`K CONTRACTOR SHAD. NAVE A COPY OF THE STANDARD SPEC If1CATONS ON 1HE Sob SCIE AT ALL POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANSAND RECYCLING RECEPTACLESAROUND THE SITE. EAST COUNTY SOIL CONSULTATIONAND ENGINEERING, INC. rr ' f�7�2/
INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF �S 10925 HARTLEY ROAD, SUITE "P' si CIVIL.
TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. z THE SOBNISSION AND RRIIIEW eF pLl SUBMITTALS (SHOP DRAWINGS, SI>< SETS)AS REQUIRED gY THE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY SANTEE, CA 92071(619) 258 -7901 aTF o �N
UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR 51 ANVARDSPECIPICATIONS ARE TOBE ACC OMFL ISHED MOP, TO THE WwCcNsWi3CTION MEETIN4 WITH CONTAINMENTAND LOCATE PORTABLE TOILETSAWAYFROM STORMORAIN INLETS ON PERVIOUS SURFACES. RCA IF
UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR 'THE DISTVxT'S INSPECTOR
INTENDED USE. 3• UM.E SS O IiBZWISE NOTED, CoNN ECTION$ To Egmtt Ks MAINS SHALL $E MACM DRY•THE -LIME AND ALL CONSTRUCTION DEBRIS SHALL BE KEPTAWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECKAND CLEAN
WRATWN OF ANY SHOT'POWNS OF EXISTING MAINS SHALL BE 5U83ECTT0 A19PROVAL BY THE DISTRICT. UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
93. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND Q%STRICTSHALLSENOiIFIEDTWO WEEKS MINIMUM IN ADVANCE OFANY SHUTDOWN•
4. CONTRACTOR SMALL C.00RD1AIATE WITH DISTRICT ALL ARRANGEMENTS Fbit HIGH- 40WaTEMPORARY FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, STATEMENT OF ENGINEER OF WORK
PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR SERVICES PAlORT'O SHUTDOWNS NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. CI TY OF ENCINITAS AT (760) 633 -2770.
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS 5. CONTRACTOR SHALL REVIEW ALL PRO POSED 7?rwf_H WORK WITH CAL 105111, A Copt OF EXEMPT10N THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHAH COMPLY IMTH THE GENERALLY ACCEPTED
UNTIL SUCH TIMEAS PERMANENT DRAINAGEAND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL B$ SUBMITTED Tb TAt DISTRICT PRIOR TO STANDARDSANDPRACTICESOFTHEENGINEER 'STRADEPE PROFESSION. T HE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED
CONSTRUCTK7N
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH (o. NO WOEIC MAY SE4114 OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR CONTRACTOR HEREIN SHALL BE IN ACCORDANCE IMTH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS TO THE EXTENT THAT THE
STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIoR TO THE BEG41 NINC1 OF WoRtc ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE TD ARRANyE FOR %NSPsCTwN of Toe PROSeCT. ENCINITAS IN ITS CAPACITYAS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOTA DETERMINATION BY THE CITY OF
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND 7• THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" Tb HAVE UNOBAOROUND ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE
THEN COMPACTED TO A MINIMUM OF 90 PERCENT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, Se bi ICE UTILITIES LOCAIBD PRIM TO CONSTRU CTION -THIS CALL WILL BE MADE AT LEAST q8 HOURS 1 N ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
WATER AND COMPACT THE FILL IN STRICTACCORDANCE WITH SPECIFICATIONS. ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE _R BODILY INJURY
800 -221- 260o). ARISING SOLELY FROM THE NEGLIGENT ACTS; ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM 8. ALL EXiSTING FACILITIES WHICH MAY AFFECT PRo3reT CONSTRUCTION, I.E., LINE CROSSINGS LINE WITHIN THE COU DSCO. FSUCHAGENCYAND EMPLOYMENTANDARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
PARALLELING, OIL PROPOSED CONNECTIONS SHALL BE FIELD VEWRED BEFORE ANY CONSTRUCTION
CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS `BEGINS. NOTIFICATIONS
DIRECTED BY THE ENGINEER OF WORK AND LEFT IN NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER q. -THE CONTRACTOR SHALL FURNmH AND INSTAL!, PER THE STANDARD- SPECIFICATIONS THE' MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE APPROPRIATE BURIED' UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BYA SEARCH OF SIGNATURE: DATE. J J- I lo' I �
REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE BRIAN OLINO
ORDINANCE. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP of PIPE CONTRACTOR ISREQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECTANYEKISTING UTILITIES OR STRUCTURES LOCATEDAT THE WORK
PROFILE IS48- INCHES BELOW CENTERLINE CIFFINISH GRADE OFSTREET. SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY PASCO LARET SUITER &ASSOCIATES
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE 11. ALL CIEFLECTIONS (HORIZONTAL AND VEWO CAL) SHAD. BE MADE BY USE OF JOINT COUPLINGS WITH 4 EXCAVATION, FOR VERIFICATIONAND LOCATION OF UTILITIESAND NOTIFICATION OF COMMENCEMENT OF WORK: 535 N. HIGHWAY 101
DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITHA NEATAND MAXIMUM DEFLECTION PER COUPLING (2 PER JOIW).NO BENDING (CUQVIN6) OF PIPE SHALL BE A. SEWERS - CSDIESD- (760)•633 -2770 LIND760- 753 -0155 SOLANA BEACH, CA 92074
FINISHEDAPPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM P ERMITTEDL B. GAS & ELECTRIC - STJGE - (760)438x6200 (858) 259 -8212
THE SOILS ENGINEERAND CITY ENGINEER PRIOR TO THE DISPOSAL OFANY SUCH MATERIAL. 12 MANUAL AIR RELEASES SOALL13E INSTALLED ATALL, 14IGHPoimtsANDBLool-OFFS AT ALL LOW POIMIS C.VMTER- OLIVENHAIN MUNICIPAL WATER DISTRICT - (74)153 -64x,1 RCE EXPIRES 12 -31 -19
W TOE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN MefER BOX AND 0. TELEPHONE - SBC BELL - (760)-489-3411
17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST MANAGEMENT LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED 8Y OLSTRICT'S REPRESMrATIVE. FIRE HYDRANTS E CABLETV- COX COMMUNICATIONS {760) - 806 -9809X -2233
PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR SLOW.OFF WHEN LOCATED AT OR NEAR HIGH OR Low
REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY POINTS, AS APPROVED BY THED/bntur.S REAw3ENTAT/VE 2. CONTRACTOR SHALLNOTIFYTHECIIYENGINEER' SOFFICE48HOURSPRIORTOBEGINN /NGANYWORKONTHISPROJECT.PHONE 760 - 633 -2770.
APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN 13. INSTALL A MINIMUM I -INCH WATER SERVICE To EACH LOT, METER To BE LOCATED 5 FEETFTLOM A SIDE ( )
THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY LOT UNe. A 3W -INCA 1414" LETTER "W "SHALL BE CHI SLUED IN TOP OF EXISTING Co 26 OR IMPRINTED 114 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF ti
PROJECTION ON THE GROUND). IF CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN 14. CURERS AM WATERSERUICE CROSSINGS. INSPECTION WILL BE SUBJECT TO REJECTIONAND REMOVAL.
PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE 14 METER BROES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIT>fWALKS M1ITHOI�T THE DISTRICT'S
PRIOR WRITTEN CONSENT.
PEANIS REVISED TOADDRESS THE TREE REMOVAL.
IS. qu- WATER SERVICES FOR. IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR
INDUSTRIAL DEVELOPMENT SHALL HAYE APPROVEDBACKFLoW PREVENTION DEVICE ON CUSTOMER'S SIDE
18. IFANYARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING OF WATER METee. EARTHWORKLhITA
ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND - DISTURBING ACTIVITIES IN 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS To STEEPEST EXISTING NATURAL SLOPE ON -SITE _ 2 H: 1 V
THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. MAXIMUMVER77CAL DEPTH OF CUT = '
SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTION$ SHALL BE LOCATED AT THE TEE MAXIMUM VERTICAL DEPTH OF FILL = y_0 ' OF ESSIO BMP PROJECT STATUS
THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BYA QUALIFIED ARCHAEOLOGIST HISTORIAN, W HENEVeR POSSIBLE QR Nq
AEL
OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL IS FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S CUT = 610 CY FILL= .560 C.Y.
RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE STANDARD SPECIFICATIONS, ARE To BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 4WWORT =Sf _ C.Y �Q��
EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED 19. ALL OESWN CH ANDES TO THE WATER SYSTEM SHALL BE RI
APPROVED BV THE DISTCT REPRESENTATIVE REMEDIAL= 215 C.Y.
IN WRiTS46 Pot lost To CONSTRUCTION AND ACEPTANGE OF THE CHANGE. � z z
TO RESUME. DISTURBEDAREA= 2,900 SF , n No. 71651 0
2Q THE WATER SYSTEM SHA1.1. BE PRESSURE TESTtD W AccoRDANCE WITH THE PROCEDURES IN THE � Exp. 12/31/19 �
OMWD STANDARD I
D SPEcmeAONs, THE CLASS OF Pt*6 SHALL BE USED AS'FIE DESIGNATED WORKING
99. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, iF HUMAN REMAINS ARE FOUND ON THE PRE SSOR6 FOR TESTING ALL PIPE, VALVES (CL o SEO)ANDAPPURTENANCBS. IMPERVIOUS AREA Vill STANDARD
PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER 21. PIPEUMES AND APPURTeNM cESSHALL BE DIs1NFeCTED IN ACCORDANCE WMM SZCZWIS14i OfTME IMPERVIOUSAREA PRIOR TO CONSTRUCTION : 20.608 SOFT MTq CIVi�
AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. OMWD STANDARD SPeaACATIONS PRIOR TO Ti &W OR CONNECTION To EXISTING SYSTEM FActi"ne . IMPERVIOUS AREA AFTER CONSTRUCTION: 24.468 SOFT OF C \_
NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM To THE CRITERIA SPECIFIED IN THAT INCREASE IN Ih7PERVlOUSAREA: 3,860 SOFT OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY AND SPECIFICATION.
CULTURALLYAFF/ LIATED (TCA)NATIVEAMERICANMONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE
FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, PLANS MUST PROVIDE POST CONSTRUCTION VE1144TCATIoN OF THE LOCATION AND ELEVATION OF PIPES IMPERVIOUSAREAREPLACED: 0 SOFT
A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO AND APPU lt"MMANC ES.
THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR THE ICA NATIVE 23. CONTRACTOR SHALL GUARANTEE ALL WORK. FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE of PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION OLIVENHAIN MUNICIPAL ENCINITAS FIRE DEPARTMENT
AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR RLL SUCH WORK,
BY STATE LAW, THE CORONER MOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE TOGETHER WITH ANY OTHER WORK WHICH MV BE DISPLACED MN So DoRNG THAT MAY PRONE DEFEcTIVe WATER DISTRICT
SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE IN WORK04ANSOoP ANOIOR MATERIALS WITHIN TAE ONE -YEAR PERIOD PROM THE DATE OF AcCEPTANCE
SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A WIT'HOOT EXPENSE WHATSoLWa To THe DISTRICT, ORAINARY WEAR AND TEAR, ONOSUAL. ABose OR
DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS NEGLECT ExCEPTEO.
SHALL BE KEPT IN SITU ("IN PLACE"), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND 24. ALL I RRIGATioN METERS SMALL Be SERVED W M11 Wff e.LED WATEIL UNLEss PREVIOUSLY APPRoVBD
ZN W RITT lmk BY THE DISTRICT. ,► /' Q
THEANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON-SITE IN THE PRESENCE OF THE TCA NATIVEAMERICAN MONITOR. M ALL BURIED FITTINGS AND VALVES SHFILL SE WAX TAPE WRAPPED IN RGco9OANC6 WIRHOMWD u � I � J/1 1 �-
STANOMW SPEetFICATWS. ION, DATE SIGN DATE SIGN DATE SIGN i SIGN DATE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY.' DRAWN BY: CHECKED BY
BMA JTB BMA E INEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
_ INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC GRADING PLAN FOR: 3695 LONE DOVE LANE
DESCRIPTION: Q6X%h9AN DISC PUBLIC WORKS DATE:IL �IL'I&( _ �
LOCATION., C*P I,,>hpR,AVCAIV E£vCAAIA ENGINEER'S NAME DATE -�' EDWARD J. WIM SAULS RESIDENCE 14270 -G
RECORD R ORRON AgEn/VE PLANNING R.C.E.NO.: 71651 � n �� - CITY GINE APN: 264 - 451 -19 -00
RECORD FROM' Rps / $ y 16 1'C AA, 10 2'/ _ REVIEWER ( Z f�v
ELEVATION: 1-�8- 5y3 DATUM: NAVD88 ENGINEER DATE i M. ARD LINO PLANNING CASE: N/A SHEET 1 OF 3
INSPECTOR EXP.: 12 -39 -19 DATE DAT
PLSA 2960
��
r
L
5
0
co
o
5 N
fu
tz
�xU'U
WICU
CO
g p m
U
CO
N, o
LEGEND
- -
PROPERTY LINE
-
STREET CENTERLINE
--
EXISTING WATER LINE
-
EXISTING SEWER LINE
- - -- - 398 - - - -
EXISTING CONTOUR LINE
- - - -
PROPOSED SETBACKS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
PROPOSED BUILDING FOOTPRINT
BMA
PROPOSED PERMANENT BMPAREA, SEE DET. THIS SHT.
PERVIOUS PAVER DRIVEWAY
- _
ASPHALT DRIVEWAY
-
CENTERLINE OF ROAD
38
PROPOSED CONTOUR LINE
__", - --
EXISTING RETAINING WALL
FS
FINISHED SURFACE
FG
FINISHED GRADE '
FL
FLOW LINE
FF
FINSHED FLOOR
FYSB
FRONT YARD SETBACK
SYSB
SIDE YARD SETBACK
RYSB
REAR YARD SETBACK OVERFLOW PIPE
OPEN
SPACE
LIMIT 6 "PVC PIPE
A"b..2 BACKING .0.
RIPRAP
0
�i o i
��
DROUGHT TOLERANT PLANTS
(TYP.)
2" HARDWOOD MULCH/ GRASS COVER OR
CITY APPROVED EQUIVALENT FG =431.0 4" PVC PIPE
_ 6" PCC CURB HEADWALL
24" LAYER ENGINEERED SOKiD t, I�" 12 W /DECORATIVE COBBLE RIP RAP
*SEE NOTE BELOW:" _' ` ' I I � .�2" LAYER OF 318" GRAVEL
, I I II f � =I � � -'
1- 12" LAYER OF 3/4" GRAVEL.
I rI ---... -... -- , _ , 4tt � "SEE NOTE BELOW
BIORETENTION AREA DETAIL
NOT TO SCALE
' 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, ANDALSO FREE OF NOXIOUS WEEDS.
.. 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAILTHE EFFECTIVE AREA OF
THE BASIN SHALL BE LEVELAND 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 DEPRESSEDAT LEAST 12" PER DETAIL BELOW ADJACENT
FINISHED SURFACE
RCP
MODIFIED STANDARD D -34
HEADWALL DETAIL
NOT TO SCALE
�, ___L-- --- -- - - -- a
PROPOSED GARAGE PROPOSED DWELLING UNIT
FF =43267 FF 43267
FG --03206 FG -43200 PROPOSED
in 20°/ GRADE
PROPOSED -- "' _
GRADE. ° .°'p'- ''. >, ,"'� -;..k! ,,"," .:'a', k ,..r..c ` ,{ t.k'�. ®;'""`•� a t-
,ny5-, +, ._ - ....- - _- , - - - - - - ...". �•T -EX. GRADE
��EX GRADE SECTION A,
NOT TO SCALE
I1) - �r � - - � - - a �.- A _
BIORETENTIONAREA
PER PLAN, FG=430.00 PROPOSED GARAGE PROPOSED
FG=432.44 DRIVEWAY
12 " TOP OFBERM FG 432.00 FG=43267 1.0% 1.0%
432.0 FG�� 2.0% S
EXISTING
r, ',a, -h E
PROPOSED x
GRADE " P?T �;§ ,"� ° � 'L '.'x.T:_..�. .. � .`T-m'- ..:...... ,.,,+D ENCI -
- - -GRADE
CF('TI()AI R RAN
NOT TO SCALE n
--------
, ®___e -/�
INSTALL DECORATIVE
PERVIOUS PAVERS'
PER LANDSCAPE PLANS
SECTION C
NOT TO SCALE
PER
IRER'S SPECS
4 "- NO.57STONE OPEN
GRADED BASE
_6" MIN. THICK -NO.
STONE SUBBASE
NOTES:
-ALL AGGREGATE MUST BE CLEANIWASHED AND FREE OF FINES (SAND, SILT, ETC.)
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
-NO IMPERVIOUS LINER OR FILTER FABRIC TO BE USED
- SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL- SUBDRAIN MAY BE
REQUIRED
PERVIOUS PAVER DETAIL
NOT TO SCALE
1,
/ - ---FD 2"tP W -
/pI�C "RCE , . _ __
`�.� , is
° y- .29577- PER MAP 1 -`'.
°._ _
r ,_� - ""� 13208° sl,A � N`�E0. 11 11 i _._
_-
__.
_-_
�..1_._ _. - i
L 9 2.71'
-- _1 _ °, v I
/ _ 89
r r k ° i : ..> I_ -112. , RZ0,00 \ 1 _ ',-
] }
_ _ _- -t
' , \.\ 15.0.00 " D 35, 9 1 IN... i \ ' ,
- /"'�
_ _ _ ,
_35°0909 _.�__° °?Oi4'W 2'
- r- r " r 4 "IP WICAP RCE a: �. n "IP WICAP "R 17f.2J
_,
_ V�
- ,i'_ AP X5208 / i I AO N> F4.314 8 6
L
\I N
' 29577 PER M / o "PER MAP1320
IP I�/DISC / / /` /'
_��
o , -FD: �2 38 W 0. , I ; ' / /' '' ' '`} \. _._ co \,-n 29577, , ._'__
N 0 2 N3' / n, �1 N39 °05'W 005' i
PER D s / . ' , o N 0.2',' y y, 11 I
�� , �\
RCE 29$77 FROM I-- / z D
MAP 1'3208
FRQ I CJ3
a -{
, -
rn \
\ F
!
ROM EC ! ( �� 11 1, i
I
r ° t ww _. \ � _ , \ \\ � ` -,4 \ / � 2 "IP W /DISC
31�Qt,,,.. 5.4p _. F
\
µ _. _ .
/CAP RCS" ° _ -
/4 )P W I /, _ - PER
y -
FD. 3 .: �. ��, --t v r �I "RCE 29577" P
, , - -^, - ` 1 �, A \, y v w.
B
29577" PER MA17132 ,' P 13208
j
SJ.1 / h 11 \ _._
ORNER \' " _ o� ' /i \ \ \ \ /d"jP WICAP '
FROMC �,` h , _ - - �� FD.',3 9208, + \ '
-_,
,- .
_ , .,b , _. _ `\ \ , ` ` 77- P� 11 _ �.
> 44 _ - - B5
RM�
i -- -�=' ' W0>05 r
/ ', I `\ `.,, °r �, ' /' . - .. -..._ o' ... \ .'y�e ..4 \� r N6 1' \ \ t� �,"�
CARDtFFSANITATIO '' 4 eq r, / /// / ,• / - ,. ~. \ ; '\ \ _ CORNER \ �;,
AND SEWER EASEMEAL[ Po D' -1, 12 . , ., , , / 7- - // / , / - • \` :a \ I _- -
s
' G 016
;,
/ t /
f
�i�l /'/ \
v , -
s
, , / / , 1 .` , i v , v ti \' .' v. �` f ^-`�__ ` ,:' j /� ,,'' / /, " "^ � ^ `,,, ., v v '`',v V Av, ' V s, A A ,v `,
} \ / / / \\ , \ \ \ \
j r ,, ,Il `" I I a� t ..,., \ �\ "` i-'. \, ' / "° / /f / /,t' // , ' ^,....~ -\ `t \. \\ \ \l` \``, , \\ \ , \ -\ '\ \ \\ ,\ \' l_\ I 11
;', l i I', . .,.. .f I i \ \ -: \,,, ..,. ' .;. -.,_ t / / „t'`7- �x .:�. s€ #Lw/ / // % i _. `r ` „`, \ '\ ^\ \\ \\ l \ \ �., \ �' \ `\ \ \\ \' \ 11 __
/'
Y
\ f
r
\ \
f 11 z 1MITOF 11 `, / / / /' / \ \` 1st 4 \, \ : y \ \ \
i \.
.< /� ! (/�' \ .' -._ , -- \ ,`GRADING ''\ ! ,F / / %/ \ ;' ,� \� \ \\.\ \ -\. ti \, \ ...
' - _ I 20'6 r, \ ':,\ , y /; / /_, ` / j \" ,, \ \. . , \7-1 i \ \\ \,'' \ " \ \ _.
GRADED /` \\ I
1
,r` t , , , - -A I , / /� / , 1 , _ A
.,�- .t \ t / / t
, r fF) V `. , \ -`
- _IL
' ' t , , i. r ' f
, ;,r ,,,__ I ' �,_; /, / ,
r r , \ % / 440.0 ZG o /
f
r 43
,, / I 9 E. -. �- i '\ ,i ! l ". , f / rf ` /`'' ^' i t r ,'t,�`t L \ \\ `, \ \ \; ,\ '.., \ ',
' '1�, #'r
/ / , I11 i t a.. _.. ! ; r . *_ ' y,. ; p` ,` ;.. '..., t I / / / y'' /' / / / / '/ j 1 "'', \\ \ 1 \,. \ 1, \
/ ,l. ,/ l' ,/ F L ,
� p
i
i
a / i / / / /' y k t \
v
/' I
11 " r >
f� t. \ :3,1 'I cr r / / r' / / / / } l \ \. s /1 ,
_.
Y } £ f
g$ {I
,r I \, \ , . ✓ , .n3 'a.'qI I '` s... -. T'7- ,.'' ,' y / / ;'' , / / f / !'" 1 ? � t ,� •\. 7 ,
\ I PISbPZXSED , / j f
! : = - ..,� \ .--' t t "' °. __,._. •'„ ,h.� s / / / / /` / / 7 ,t t . `t t \ ` '1 '1 1.
/'
T \ -, HANNEL / /
__
,+
REMOVEAND REP R CK \' ' I / RAIN t .;` A } / / / / // ' '/ / / / / / / /` I ' ' \ \ \
,.. -,. - ,
PILEAS RECOMM ED FER I l � , �/ - / / 1 '� f ,, / t L �, v_
GEOTECHNICAI ENG. I , �' ', I t / EXISTING / i / / S v' N v.
/ /� SINE E -A,ILY / /'/ / / / ' , ws� v v
yy RESIDENCE I
f I x , 4 i 5 i /,,, `'h /� /` P A 4ilDM, Nbd Sm , /, l } I } \ \ \ \ I \i /, i < o: t Yil \ �' f / \ i t /v,,7-, , / .+ : / , t ,! \\
/ , il / % \
/ , \
} rl txt Ij' I jt.' i'\ / -� / /7-y'' / 9d'%+ /°j' 1 .'' y'' y , '.t!. �.,� \ _
y 6n ,
h t I ^' 1` t . ' , ti t , " st,t '' /,�. ,,, ' -,' , ,\ / ' //, I 1 E t `.N i :y \ III'
TE'
E / I I•, _,
t, /
/ /'
/S
2
I /' a % / p i
i' \
1 r' / �\ I
`t t \ ` /
/
''I I/ 'v jI tit t , ,, 1 (J /� �' /,
/ /` // ,/ / / '...! r ;`.", 't v`, i `V ,ti ( L. Z > ,\
', 4'PVGS STORM ` % ' ", /r ' \\
X / , , \ _ TQ \, , , ; ' / / f : ' / ..aT'c L�°"'"..>' i '\ �" \ \ \ \
,
I _ n-,, DRAIN , , A I - vv ti
II -
y, , .I r " v -v v, I CJ:.., / ,�` , / / / / / v ` \` -
/ /
! l I i / vv y t v_
// //
0 °G,
i
I/
i / .,
\ //
/ / / t
, v
, TW FG
1S BR
r � \ \, , ,x,437 �/ t
rx t r, I ,� .- /. \ `- 1!`-v` v,452�BW @FG , .r'`. ; //. / /'`'r''/ ; % / , I ,i I ` ti
v�^
, . / �. ` ` i ,. t "�' ^ " •.'`- �., RETAtNI - ,.._,,`, /; , ,� // f / / /� / I `t \ ^_
;: --I "I ,
., ,
RER SURSD.0 =2„
s, / 432.17VY& / � / % //
... '' 7-1 ;I 17- r f `4 \ /` / /' , ^\
(n r " 43.? FG / i //' y1 t
-
"W
/ / t
, ,
,
I _ /
/ ; / ,
l 0 " : t REMOVE ROEK- - _ _ -. _. -_ I v . ' , f f , / / / '' I ti 't
1 s SYS8 }
i t f t' t t\ l 7 '` \ ti ' / \ i \ % LINED SVM9LE .,
x I /I \ , + /�r f
, !, _ / '
!i, t - /
i ''�j' j ' I / I \ 1 ; ' t o - - -- FS 1 __ \ INTERCEPT / // i/" � / /f ''', /// j t tr ''t \ t
€' ( ; I 1 � � , ./ / LIIYI1T OF i ' \ i /` / / / / `t
__
ti�
";t / I GRAVING , �� h }} 431.9EX TI ROCK EXISTING K
I/ I LIN D`SWALE r.. 11 + ,' I t 'r ,t 31. TG 43200 431.90 TG t i e 430.61E E // / // / �'' ` . i 7-1'
�� ( 432.00
.430.751E I ✓ /
1 , ; I 30.' IE FG ' FG 431.9 G �/ .; ', ' EXISTING '/ �� ` ' t i \ %
i ! . ! I . i I / J ,t I II 43 4.1E'. / `,,/ / .,-" / '\, ! 't ',
/ t \ `s' At I PROPOSED 4(}STALL:I20CK l y ,' t / / TEN f7- I i I ', t 11
r k tI "" t;' j, t,1 't ° ii 432. FS ACCESSORY I ��1YNE0SWALE' /` %//
� y/ / A I.
;`' , ;`1, ' , , / I i ` ,' F ; PRO SED DWELLING UNIT D� tlMiTOF" / ,/,F' COLfld7 , • ;t I t
1 t I c� I_ t \, II GA GE FF 43267 b GRADING ; ` j ,; /i 1 / ,
ill 1, /
„,
/ :: r � I 431.9 TG �'% / / i
l , ! I 431 0 .44 _ AD = 432.0 ' II `43021 // `/ /!/ F ' % I , r v, F t , / ,/' -
a , {i , I, v- , I r/ I ,,..;- t 1 A3 61E.!' ` 5u - ( // / /`"`y/ / 4 ,'f
FF 2- p
(FR NT }, /�
i I ` / } jL= � ' I , it 4 6" PCC tDURB HEADWALL � � % / /` � / / / /" ''% � i i 1
I / ; I � WI CORATII/E_COBBLF_ '// /�,/ r' / /
432.00 0 432.00 - ' T �, / ' i
I, I A 430. 430.0 IE 4" SUBDRAIN // 7-y RIP RAP'' \ ', / /- / yG
1, , r `� , . FG // FG
\' . , \ \430.0 IE \ % . J" :,
f3E��(V $PACE/`, , n i" / /
/ V9 I , t i ' 200 SFBIORET €N7iONAREA'\ , / / ! /'
/ I EASEMENT t t t `i PER DET ' HI NEE :Y '' ,
R 7 SS 7 � /%, `/ /
I 6'1111 -�� ` FG430.0 /. r '`,,/ f 11 "�
,' + E{iD4t{Ail - � '�„ \ '1 / i' s / /I ,; / I _ , i I
W/ ERATlVE C 8$4E - ," / / /
i „ ,
/ , r_ RI�RAP, , ,1�,, e \ , `,,� i / // / I f, 11 U / 6
r r , 1 , / / , } i it t ! .�-# `(t _ A \ } i 11 " d% /
i
- ..-.._ti
r / r ' , t ) 7(tAIL, , u�" ; ° °. - 1P D FI TAi4tL , `. ° _ _ r _ _ 'M / ~
tiAN1Tl1TJ�N ' ; -, _ ,__ a \ - m A - ,/' ' - 11 PER Dt TAIL � UGS�TING
w R9CK' - _ "'
fitD TILITY �...._.
J, % I _ .__� Y~ _ \. LINED'S*LF3'` \ ' - . -w - ` o
! j EASEh1ENT5 - 30' A D&
PRIV TE ROA
r / , Si1NG - ,.. , ;., w K.. \ < , , _ \ "" ' \. r9 < LITyEA co
t
/ / r tt 1 r' I n \,,, ,. z. `` \ _ _., ✓;.� h__ -__''' - ;Y ,� -___t X _:,....� -a- \ ... SEM r ,
, j.
' "° NT
' ,, ' ;' t p1 18 RCP EXISTING LOWER ROCK -�7 -= X�._.__ x - - - X --
I
-, / / `, �. Ilt 1 LINED SWALE I \ \
RECREATIONAL TRA \
EASEMENT \ "I l . ` /�- _ ' , : � I I I I � � / . 2 "IP W /DISC Ra' \ t _(
' ED ; }! l N8 °4140WW 293.59' - t '` I
>✓
/ 29577" F�ER MAP / _ t i ! � - -- - . ( _ ` 1 -. - _
✓' , - -
V
,
GRADING PLAN 20 10 0
SCALE: 1 "=20'
T
'7 - } ,x ,-
20 40
'
� I t
w Lu
U
y
a �_g N
� 5 a
S=U'U
wl'-
0 c
U
`a��n
GRAPHIC SCALE IN FEET
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNEDeY
DRA ILf
CHEC Der.'
GI
E'ERING DIVISIONAPPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING N0,
BMA
I
DESCRIPTION: 2.5" BRASS DISC
LOCATION: SOUTHEAST QUADRANT OF LEUCAIDIA BLVD. AND
ORPHEUSAVE
RECORD FROM: ROS 18416ASPT. NO. 1024
ELEVATION: 178.543'
DATUM: NAVD88
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE.-W- A
R.C.E. N0. 71651
BRI/AIV M. R INO EXp: 12 -31 -19
RECD D VED.'
��
STEVE K EDWARD J. WIMM
CITYENGINE R
(, �` - �� 1 20
DATE DA
GRADING PLAN FOR.'
3695 LONE DOVE LANE
SAULS RESIDENCE
APN: 264- 45� -19 -UU
PLANNING CASE. NIA
�4Z %O -G
PUBLIC WORKS
BRIANARDOLINO DATE
PLANNING
REVIEWER
SHEET 2 OF 3
SENIOR ENGINEER DATE
INSPECTOR
PLSA2960
LEGEND
..•.
CENTERLINE OF -•••
PROPOSED CONSTRUCTION
Z!7✓ Zip Z'�
���_,, ENTRANCE PER DETAIL THIS SHEET
■ ■ PROPOSED SILT FENCE
NOTE:
CONTRACTOR TO MODIFIY COSTRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND DITCH
CHANNFI 17F RI+Nf1FF Ti RFf)IMFNT
I _fD:2"IPW /DIS __._
__
<, �..2957T' PEI MAP -, \
r
_
13208-_. ' `
- 4 r
1 - t
__ ,,,� -.�. a �_ s �, - r ^y
,
- i ,
III
r ! [_972.71' ,
"
" -
�,_,,- , , I, L.112.89 R_2tl0A0 - - - - - _ � I - ,
III -' - '
y R_18q.00 ° -
"" " \
II � _ n ;
r-
~ _ -
_.
f4 _
I � 11 r Di "IP W /CAP RCf - q ^IP WIC P ^ ; I 171.21
fl4
Q
"" . " ; FD. 3/ R Mpp 13208, \. _
1-1 29577" PER MAP 1.32tl8,b
pE v,
�FiY2 °IP Ibt) /DISC I CONSTRTION, 2957T "`
��
- - �,
p. %N3°WO. r.7 ,. ,_ g °05'W ~005, it I
v
` 577" PER r r
"RCE2 ON , ENTRAEEPERDfT DN02 N$ y,v l t '�
, ..
BC
w MAPj13208 M I THIS SHEET
/ O3 �. _ r FROM EC \ \ \ N80
f
J rn I ( \ �41Z.9' F�
i 5 I _
Q N ^ , �y, i1 " y " ". { I \ - \ (d i TIP W / DISC
�Y \ � _
�" -__fi
x`201, PER
FD, 3/4 "IP W /CAP "AGE'" �. _ _
21
,� ✓\ I f• ' " -- = - �,. ` ` '� \ \ . _. ``�`\ \ :,� , ,. wl \_,``� t: 1j, RCE 29577
1 „ pgAp 132 -I _ " _ I _,. _. 13208"
9577 PEH ,: �_' � .. , _. , . � v `' ,., _ , ." ". , �'` ,. '` . � -� ^-.,_v �' ` _ � ` ~ � ` � °v �'\ lei P
I DN0:2i -N73° 1 - ��\ -_.," .. I = \ \..._...__ �P2v l \ S�1L_TFENCEP R' f!
ORNER ~ i-, .. V y �_ 1 - -_ t \ \ �� 3/q A i
" -FROM C !j v -
`-_, r �I � �, F -... l ". _ _ '_ W �� �� THIS (Tye. A 208 ' ,�
-- 0
_ OM
I/ I r
*U' MIN _ �` _ �:-. a
sa _. _- I _ .- v - _..
\ V ,
i
~ ~. ii� COARSE �` �1 �� I 1, v
.�� -
,
AGGREGATE ! : - X I ` "• „ F " '
,
RUNOFF TWO LAYERS OF GRAVEL BAGS \ ', I - -IP
I \... \ l\ 1 \ \ '\ \ \HYDJ2O�SE —NOTES
WITH ENDS OVERLAPPED FILTER i > 1 \ I , \ \
FABRIC I XII \. 1 t('ZI' \y ,, \\ \ \, \I \' \, \\ 1 \ 1 \
' " t ,`° - - :-a°I, r iii` - `\ - - ` \'*° ~ \ \ \, �\ \� , \. \ \ '\ \`} \ , \,'
GAP BETWEEN BAGS RIGINAL - \ 1= \ . \ \ ,, ( t�YDROSE'E tNO SHAL BE APPLIED TO ALL SLOPES THATARE
ACTS AS SPILLWAY GRADE I`'; ~I \ _ , '\`I ", \ ,\ \` \\ \ I'' \ ' , \ \' \,G \AQED 6 1 ZHQR1 aI TALTO VERTICAL) OR STEEPER WHEN
GRAVEL BAG DETAIL 4 f .... , r V \ \ -_ `I 4 ". \ \ _ \ THEYAR \, I ,I Z
5ki2,3 , ; I / ` \ �, v � �� v v �� v A SFIREE FEET Oi MORE IN HEIGHT IN FILLAREAS
"lI ,, . ,: fs v
a$� r \
rn �_. A i A \ A \ \ \ ` ��� \`v� \�}V� FEBT OR MOtiE IN HEIGHT IN CUT AREAS UNLESS II , I �'� I ! \ \, \ t, \lt` I , ' \, ` \ \ §LOP Y5 NOT SUBJECT TO EROSION DUE TO THE EROSION I 11 i y��
GRAVEL BAGS OVERLAP 1,1 MIN., UNLESS OTHERWISE l ~ v �� ' ti v ` v `~ CHARACTER OF THE MATERIALAS
' I v `` \1 v v � E
I „ I" A �, i A \ ` Vf \ •vv vA l \ lv ti h `, 1 `` ,_ 'APPROVED gY`THE CITY ENGINEER,
ONTO CURB SPECIFIED BYA SOILS ENGINEER 1 I I , J I I I (, . ~ ti \ \ I . -_
\ r d. \ 1 I , �" \ \ \
I T` / \ ~ 1 _ v',\ \ L.� IRRIGATION SWIALL ftAAINTAIN THE MOISTURE LEVEL OF THE
-V J 11
SECTIONA -A x.._ r I i \ v A �` 1,., I, I -- - �v .. e - '" \,\ ! i \ \SOI`LAT 'THEOvPTINIUM LEVEL FORTHE GROWTH OFTHE
I�, ,. ,' /-v ' ,
_ - --I �, . I (� , ~ \ i , V'`. i , 1, A HYDIZQSEE'DED EiR, I
CONSTRUCTION ENTRANCE DETAIL r / " j i / _. r ', , I, ;,`,y ' % , " t' v ; `v v
r I
P '' ~ j ~ ,,, ; v v: A3. HYDROSEEDING�VIIX S' HALL CONSIST OF ALL THE FOLLOWING: II I /'® / I � I j i �,�' V
j 35 w.. f A. i 1 .S'`:.\ _ ,. .. , 4I, '1 _ v 1 l �,.'t yv �l E LL `v
° S ' I r�., r t v
s� , I - I - / ,,..� r, r 1 �v '+ 's, , , ..r� ..,? P ,, .,. ,', : , \ y` y `I v,, 1 A. S ED,MIXvSNA '` ONSIST OF NO LESS THAN,
` , , t _ �` ', j1 `',.,v �, "1 " 1" dP`.,/I- % , `. 1 k vL',A t 't ,_ \, A
=` v� / = I i i , 1 ?,.20 L$S PER ^AC OF ROSE CLOVER
TWO LAYERS OF GRAVEL BAGS / "I / r ' ' `� ' ' i `, i , \
WITH ENDS OVERLAPPED / �, , v , \ 2. 20 LBS PER AC2E bF ZORRO FESCUE
RUNOFF I /' = i 3,3 LBSPERACRE'OF E SCHOOL CIACALIFORNICA
I _. T t)C K '` 1' ' �, k A v _ 4. ALBS PER ACRE O ACHILLEA MILLEFOLIA
INLET PROTECTION � ' `
, I - ',, -' !!__ ,.- 4 1� - k, I '; , t, i . 3 LBS PER ACHE OF ALYSSUM CARPET OF SNOW)
t ,/ \ 3 ? - / / I t \ 8. L$ PEI�ACRE OF DIMORPHOLECA
_ I '. g
- _- 40, I \\ V 7. IT,EMSC, D,E ND FVOF THIS SUBSECTION MAY BE
1LT FE CE ER I� - '4 +. ' > .� E ISTING I, , � � I �' . A %" � ! V 'O ITTEI'j ON LOCATIONS WHERE THE AREA BEING
x 1, L 't , , v i v 1 `I \ \HYD OSEE ED IS NOT VISIBLE FROM EITHERA PUBLIC
DET ,TH S $ T t _ r _._ / � � SINGLE f' MILY 1f , I ' i t i
, I I k '` :_ t 1. ,; t 't I I I +.,, i _,, v r I I' t I STREE �(OR RESIDENTIAL STRUCTURES.
1. SET POSTS AND EXCAVATE A 2. STAPLE EXTRA STRENGTH SILT FENCE OR f I V ;. I , ,, 5 � ESIDENC I ., t , ; cS I' ; B. ITEM�A OF`THIS SUBSECTION MUST BE INOCULATED i 61 4 BY 4 IN (10 BY 10 CM) WIRE FENCING TO THE POSTS. IF USING I %, ' ;'' 1 ,1" , _ k ` ,, '\, II III v'III e t `, ` , / WITH A NITROGEN FIXING BACTERIAAND APPLIED DRY
TRENCH UPSLOPE FROM AND EXTRA STRENGTH SILT FENCE, POSTS ARE ' ` ' ' I 1 , `' / '_ " "` �T, r
�I 11 ,� x j �," 11
TRENCH RILLiNG- QR- BRQADCASTINGBEFORE
ALONG THE LINE OF POSTS. TO BE SPACED CLOSER THAN STANDARD x i 1 :. ,I , ,1 ; I�; t i `� vy w -L0 -, „ ; �I 1 _� %"; °�y, "� "` `HYROSEEDING. 1.
PRE - MANUFACTURED SILT FENCE ' ,� i I , , ,, +'" v / , "`° ) , `
DESIlTING BASIN NOTE: , ` I i , : ! 1, v v' ", I ' , "'1 , A" ; (, 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE
PRODUCTS. B10RETENTION BASINS SHALL BE EXCAVATED I , t
t . , ,1 r'' \ x \ _°, : A. ::� $ \ JOBSITEIkN UNOPENED CONTAINERS WITH THE III
AND USED AS DESILTING BASINS DURING i ` ' _ ' f P -, 1`� ', V 1 CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE
CONSTRUCTION. THE SILT SHALL BE COMPLETLY ar r , i ,' ,,, ; ', , , •, `r1 ? ' ! � ` y
I \ j �'r I A S << N� \\ vv` \ A v C RTI ' CATION TAG ATTACHED TO, OR PRINTED ON
w REMOVEDAND THE BIORETENTION BASINS I I __ '�/ , v. l `vi `,`'., I j \ 1 1 , y v v �.,vSAID CONTAINERS.
� COMPLETED ONCE FINAL SITE STABILIZATION IS I " -. 'V ' ,v `I '\ `, A 11, , `'.' 'y "� ", i' ' / 1 y , \ , � ', \ � I 1(i',NON�PHYTO -TOXIC WETTING AGENTS MAY BE ADDED
ACHIEVED, PRIOR TO OCCUPANCYAND /ORFINAL. I I r �'� I, v ' ' v', I, ��` � "' 1 ---- - - - - -- x - - -- ' - - - -- I `I � I, "' TFTHE HYDROSEED SLURRYAT THE DISCRETION OF
__- I _i �- I v v\ \� , v A A;