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2019-14213 SG (Plans)EROSION CONTROL OWNERS R /GHTOF WAYNOTE 22. CONTRACT RECORD DRANNGS MUST BE SUBM /TIED PRIOR TO FINAL ACCEPTANCE OF WORK THE PLANS MUST JOSEPH G. ROOD 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RUTH ROMO AT (760) 505 -6509 , 14 HOURS A DAY. PROVIDE POST C0NS7RUC77ON VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES RUTH ANN ROMO OVER IS TO PUBLIC RIGHT OFTWANY.A FAILUREUTODDO PERMIT RESULT THE ENGINEERING ISSUANCEGOF DEPARTMENT AT LEAST 48 NWORK N01/CE AND HOURS PERMIT WORKING ESINIT S THE 0 APRIM15))r AND MATERIALS SHALL SHALL BE MADE AVAILABLE ON SITE ON OCTOBER n1 DURING TRLOCYTI�S TO FACILITATE MATTHEW E E TOURNEAU �NpRPN�� RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS RAPID CONSTRUC77ON OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DAIS OF ACCEPTANCE FOR THE VICTORIA JEAN ROMO -LE TOURNEAU Fcl� 3. DENIES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER 47TH ANY OTHER WORK WHICH MAY 3450 BUMANN ROAD, qR SITE DRAINAGENOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SAPSFACPON OF THE CITY ENGINEER BE DISPLACED /N SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR ENCINITAS, CA. 92024 RpgUN� N� NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES AFTER EACH RUN -OFF PRODUCING RAINFALL. PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT ORDINARY WEAR AND TEAR FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 5 THE CONTRACTOR SHALL INSTALL ADD177ONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN UNUSUAL ABUSE OR NEGLECT EXCEPTED. SITEADDRESS INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 3450 BUMANN ROAD, UTIL/TYNOTE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC 7RESPASS ONTO AREAS 24. ALL IRRIGATION METERS SHALL BE SERVED NTH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE ENCINITAS CA, 92024 BUMANN O THAT ARE UNSAFE OR ARE POTEN77ALLY UNSAFE. DISTRICT. ASSESSOR'SPARCEL N0. ALL U77LIPES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 15. ALL BURIED FIT77NCS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE NTH OMWO STANDARD 264- 101 -62 -00 At uLAC sr� GENERAL NOTES DAYRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT TITLE CONCLUSION OF EACH WORK SPEC/F/CAPONS Muir STORMWA TER POLLUTION CONTROL BMPNOTESRELAT IVETOCONSTRUCT /ONACTIVITIES DA IF OF TOPOGRAPHYSURVEY 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIRCA96NS FOR PUBLIC WORKS CONSTRUCTION, 9. ALL REMOVABLE PR07ECRW DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN JANUARY 25, 2019 PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. CONCRETEWASHOUT THE DESIGN CONSTRUCBON STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE LEGAL DESCRIPTION CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. STORMWA TER POLLUTION CONTROL POSTCONSTRUCT /ON8MKIMPNOTES WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND PARCEL 2 OF PARCEL MAP N0. 9274, IN THE CITY OF ENCINNITAS, COUNTY OF SAN DIEGO, 1. FOR STORM WATER POCLUPON CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL THE LIKE INTO THE STORMWA TER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATNG THE STA7E OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO, 2 THE SOILS REPORT PILED 'I MI7ED GEOIECHNICAL INW577GA77ON PROPOSED GARAGE /ACCESORY DWELLING SIIr PREPARED BY ALLIED DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLECRON AND DISCHARGE ONTO THE SIR£ET AND /OR INTO THE PUBLIC WASHOUT LOCATION. OCTOBER 19, 1979 VICINITY MAP EARTH TECHNOLOGY, DATED JANUARY 10, 2019, PROJECT N0. 18- 114805 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL STORM DRAIN SYSTEM. CONSTRUCT/ONS/TEACCESS GRADING SHALL BE DONE IN ACCORDANCE WITH 771E RECOMMENDATONS AND SPECIRCA PONS CONTAINED IN SAID REPORT 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLU7701V CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT A STABILIZED CONS7RUCTON S17E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF NS FROM THE CITY. SITE. THIS SHALL INCLUDE USING MA7ER /AL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLA7ES OWNER'SCERlIF /GATE 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSIRUCPON WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION NTH IMPROVEMENT PLANS J. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FAC1LI71ES AND /OR TO TURF OR LANDSCAPED AREAS CONSTRUCTION VEHICLES ! HEREBY CERAFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR HILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY S WITH ADEQUATE GRNDIOR THE PRIOR TO DISCHARGE FROM TITLE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCPON VEHICLES PARKING, VEHICLE AND ADVISE ON THE COMPAC77ON AND STABILITY OF THE SITE. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF5I7E GRADING. BMP/lMP FACILITY AND /OR 1Hf 7URF/LANDSCAPED AREAS REFUELING, AND ROU77NE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVOUS AREA UNLESS THE ROW FROM THE DRAIN I HEREBY ACRES TO INDEMNIFY DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND 5. CON7RACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPER77ES DURING GRADING OPERA PONS DISCHARGES TO AN ADEQUATE IMP/BUR E oO SION CONTROL P AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACDONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSS OF DEFENSE ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITON 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM CONTROL MUST BE ROW)DED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECT Y NTH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S EXISTING PRIOR TO GRADING. THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP MP. EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE GROUND COVER WFGETAPON AND AGENTS, EMPLOYEES, CON7RACTORS, SUBCON7RACTORS, OFFICIALS, OFFICERS OR REPRESENTA71VfS FOR ANY AND ALL WORK OR CONS7RUCPON BONDED FIBER MATRIX. COVERED IN THE PERMIT OR CONNECTED DIRECILY OR INDIREC7LY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE 6. ALL STORMWA7ER IMPAMP FACIL177ES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED NIHOUT A PERMIT FROM THE CITY. NO EXCAVA7I6N AND GRADING ACRVI77ES ARE ALLOWED DURING WET WEATHER EASEMEN7S RE- ESTABUSHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7 THE INSTALLA77ON OF ADDI7701VAL IMPERVIOUS SURFACES NOT SHOW) ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARA7F ENGINEERING PERMIT BE OBTAINED. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCPON SITE. CONTRACTOR SHALL PR07ECT 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. SIGNATURE.• 1� DATE.• /19 SIGNA7RE. DATE.• =11 / 8. ALL EXISTNG AND PROPOSED 7RASH ENCLOSURES SHALL BE RT7FD TO COMPLY NTH STORM WATER BEST MANAGEMENT PRACPE FOR CONFORMING TO ALL LOCAL STALE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATONS REQUIREMENTS PIE 7RASI1 ENCLOSURES SHALL HAVE AN IMPERVIOUS NON- COMBIJS77BLE ROOF THAT WILL NOT ALLOW RAIN WATER TO REMOVE EXIS77NG VEETARON ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJEC7S SHALL BE CONDUCTED IN PHASES TO AVOID JOSEPH G. ROMO JR. RUTH ANN ROMO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED MIEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY- THEY HELP DECREASE / / 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSEER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE EROSION. SIGNATURE.• n&Zt -ti A • �L%.� DATE: 4I 2'f 1 SIGNATURE. �ATF.• `�! yl Z TRASH ENCLOSURE AREA. THE BERM CAN BE CON57RUCTED NOE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7.•30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS MATTHEW A. ETOURMEAU VICTORIA GEA ROMO- TOURNEAU ENCLOSURE SHALL BE SEE CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OILS GREASE TEMPORARY WGETA770N MUST BE PLANTED ON SLOPES OR WHERE CONSIRUC17ON IS NOT IMMEDIATELY PLANNED FOR EROSION CON7ROL SEPARATOR AND IS THEN FILTERED THROUGH ACITY- APPROVED HYDROCARBON FILER AND DISCHARGED INTO THE PUBLIC SANITARY 9. NO GRADING OPERAPONS SHALL COMMENCE UNPL A PRE- CONSIRUCTON MEE77NO HAS BEEN HELD ONSITE NTH THE FOLLOWING SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS PURPOSES EROSION SHALL BE PREVENTED BY PLAN77NG FAST - GROHING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE PEOPLE PRESENT- CITY INSPECTOR, C1142. ENGINEER, SOILS ENGINEER, GRADING CON7RACTOR AND PERMIT7EE. THE PRE- CONSNUCRON STRUCTURE. SOIL. MEE77NG SHALL BE SCHEDULED NTH THE CITY A T LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. OL /VENHA /NMUNIC /PAL WATERDISTRICTNOTES: PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVA7701V AND GRADING AC77WIlES ARE COMPETE. SOILS ENGINEER'S CERTIFICATE 1. POTABLE WATER WORKS SHALL BE CONSRUC70 IN ACCORDANCE NTH THE DETAILS AND MA7FR/ALS AS SPECIFIED IN THE MOST RECENT 10. PRIOR TO HAULING DIRT OR CONSTRUC770V MATERIALS TO ANY PROPOSED CONS7RUCIlON SITE WITHIN THIS PROJECT THE DEVELOPER EDITON OF THE OLIVENHA /N MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICAPONS AND DRANNGS FOR THE CONSNUCPON OF WATER WATER USAGE FOR DUST CON7ROL SHALL BE MINIMIZED. 1, ROBERT CHAN, A REGISTERED GEOTECHNICAL ENGINEER IN THE STA7E OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR IHE PROPOSED HAUL ROUE THE DEVELOPER SHALL COMPLY MA /NS AND FACILITTES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE D/S7R/CT APPROVAL DATE ON THESE PLANS CONTRACTOR SHALL APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL COND17701VS PREVALENT WTHIN THIS SITE WAS NTH ALL COND177ONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WTH REGARDS TO THE HAULING OPERA TON. HAVE A COPY OF THE STANDARD SPECIRCA PONS ON THE JOB SITE AT ALL TIMES ON-SITE CONSTRUCUON MATERIAL STORAGE MADE BY ME OR UNDER MY DIREC77ON ON JANUARY 10, 2019 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE WITH MY RECOMMENDATIONS, HAS BEEN SU TIED TO TITLE OFFICE OF THE CITY ENGINEER. FURTHERMORE, l HAVE REWIENED THESE 11. UPON FINAL COMPLETON OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND OR FINAL PRODUCTS WHERE THEY HILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL / 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRANNGS, SIX SE7S) AS REQUIRED BY 7HE STANDARD SPECIRCA77ONS ARE TO BE STORED ON-SITE. ELIMINATE OR REDUCE POLLU7701V OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, GRADING PLANS AND C T E R MENDA77ONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN RELEASE OF SECURITY, AN AS GRADED CERNRCATON° SHALL BE PROVIDED STATING 'THE GRADING UNDER PERMIT NO 14213 -SG HAS ACCOMPLISHED PR /OR TO THE PRE- CONSTRUC77ON MEETING NTH THE DISTRICT'S INSPECTOR. PARING MATERIALS, ASPHALT CONCRETE, AGGREGAE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONENNAED INCORPORATED l GRADING PL AND SP£CI CATIONS BEEN PERFORMED IN SUBSTANPAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED STORMWATER STORMWAER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED NTH SOIL STABILIZA77ON PLAN„ THIS STATEMENT SHALL BE FOLLOWED BY THE DALE AND SIGNATURE OF THE CIVIL ENGINEER OHO CERTIFIES SUCH GRADING MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES f QFES OPERATON. J. UNLESS 07HERNSE NOTED, CONNEC77ONS TO EXIS77NG MAINS SHALL BE MADE DRY. THE 77ME AND DURAPON OF ANY SHUOOWNS OF EXISTING QA pROPFSSr® SIGN D: MA /NS SHALL BE SUBJECT TO APPROVAL BY THE D /SIR /CT. DISTRICT SHALL BE NOl/F /ED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. TRAINING RTC �•¢ CONTRACTORS' EMPLOYEES WHO PERFORM CONS7RUCTON IN THE CITY OF ENCINITAS SHALL BE 7RAINED TO BE FAMILIAR WITH THE CITY ROBERT H NO.: 8 y ® y 12. ALL GRADING SHALL BE INSPECTED AND ESED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIREC77ON HE SHALL INSPECT AND EST THE EXCAVA PON PLACEMENT AND COMPACTON OF FILLS AND BACKFILLS AND COMPAC77ON OF 7RENCHES HE SHALL SUBMIT SOILS 4. CON7RACTOR SHALL COORDINATE NTH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVCES PRIOR TO SHUOOW S. NO OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. ISa C 24813 No. G-ppt98 m REPORTS AS REQUIRED AND HILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETON OF GRADING OPERA PONS HE SHU7DOWNS HILL BE SCHEDULED ON A MONDAY OR FRIDAY. THE PROPERTY OWNERS) AND IRE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWAER REQUIREMENTS AND THEIR ffi fxp. 121311 2 3y /� OWN RESPONSIBILIPES EMBANKMENTS AND �CAVAPONS ARE ACCEPTABLE FOR THEIR H�� �N�� HIS SUPERVISION AND THAT IN HIS OPINION, ALL ��r s9FO��+H`GPaI@� 5 CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK NTH CAL /OSHA. A COPY OF EXEMP77ON LETTER OR 7RENCHING PERMIT, lF WASTEMANAGEMENT PROJECT NO.: 118- 114895 qp civ `o� CALIT- REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONS7RUCPON. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISP05ING OF ALL WASTE AND UNUSED CONSTRUCPON MATERIALS DUMPING OF FOF CAtiOf __ 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSIPVE DRAINAGE AND PREVENT PONDING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, NIERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS SNICTY WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERRES OR FINISHED WORK ON THE SIE AND PROHIBITED. ALLIED EARTH TECHNOLOGY SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UN77L SUCH RME AS PERMANENT DRAINAGE AND 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIREC77ON OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTFY THE DISTRICT INSPEC77ONS 7915 SILWRTON AVENUE, SUITE 317 EROSION CONTROL MEASURES HAVE BEEN INSTALLED. DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR / NSPECTON OF THE PROJECT NO SEEPAGE FROM ANY DUMPSER SHALL BE DISCHARGED INTO STORMWAIER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSERS SAN DIEGO, CALIFORNIA 91126 TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSER LIDS SHALL REMAIN CLOSED 619 14. ALL AREAS TO BE FILED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE HI]71 STANDARD AT ALL WMES. DUMPSEERS WITHOUT LIDS SHALL BE PLACED WTHIN STRUCTURES WITH /MPERHOUS ROOFING OR COVERED NTH TARPS /N ( ) 447 -4747 7. THE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE U117ES LOCATED PR /OR TO ORDER TO AVOID RAIN CONTACT NTH ANY 7RASH MATERIAL. SPECIRCAPON. ALL VEGETABLE MATTER AND OBJECPONABE MAERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE CONSTRUCRON. THIS CALL HILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT - -OF -WAY. UPON WH1CH THE FILL IS TO BE PLACED. LOOSE ALL AND ALLUWAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. MANY CONSTRUCPON MATERIALS, INCLUDING SOLVENTS, WAER -BASED PAINTS VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE WOOD, THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL (DIG ALERT PHONE. 800 - 227 -2600) AND CLEARED WGETA77ON CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WAER AND COMPACT 7HE FILL IN STRICT ACCORDANCE NTH SPECIF /CAPONS. OF AS HAZARDOUS WASTE FOR INFORMARON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOILINE TOLL fREE STATEMENTOFENG/NEEROFWORK 8 ALL EXIS77NG FACILIPES WHICH MAY AFFECT PROJECT CONSTRUCPON, T.E., LINE CROSSINGS LINE PARALLELING, OR PROPOSED AT (800) 714 -1195 FOR INFORMA71ON ON LANDFILLS AND TO ORDER DUMPSERS CALL EDCO AT (760) 436 -4151. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECPON. CONNECTONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCPON BEGINS POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. THE UNDERSIGNED ENGINEER AGREES THAT 7HE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE GENERALLY ACCEPTED THE SLOPES OR EXCAVAPON AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK STANDARDS AND PRACPCES OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED AND LEFT IN A NEAT AND ORDERLY CONDIRON. ALL STONES ROOTS AND OTHER WASTE MATER EXPOSED OR EXCAVA77ON OR P PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULA PONS REQUIRED BY THE CITY OF ENCINITAS , TO THE EXTENT THAT THE 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFlCAONS THE APPROPRIATE UNITY Ul7Y WARNING AND EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL CONTAINMENT AND LOCALE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH THE GRADING ORDINANCE IDENPFICA77ON TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WA ER LATERALS LOCAED IN PUBLIC RIGHT-OF-WA Y ENCINITAS IN I7S CAPACITY AS A PUBLIC ENTTY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINARON BY THE CITY OF ALL CONS7RUC770N DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROU17NELY CHECK ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE 7HE 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MAERIAL SHALL BE COLLECTED, PIED OR OTHERNSE DISPOSED OF OFF THE 10. MERE ELEVA PONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE AND CLEAN UP MATERIAL THAT MAY HAVE IRA WED AWAY FROM CONSIRUC77ON SITE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND SITE BY THE CON7RACTOR SO AS TO LEAVE THE AREAS THAT HA If BEEN CLEARED NTH A NEAT AND FINISHED APPEARANCE FREE FROM OF FINISH GRADE OF STREET FOR MORE INFORMAPON ON STORMWAER POLLU17ON CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY UNSIGHTLY DEBRIS APPROVAL OF LOCATON OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. AR /SING SOLELY fROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACING TO THE DISPOSAL OF ANY SUCH MATERIAL. 11. ALL DEFLEC77ONS (HORIZONTAL AND WRTCAL) SHALL BE MADE BY USE OF JOINT COUPLINGS NTH 4' MAXIMUM DERECRON PER NOTIFICATIONS WTHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. 17. THE REMOVAL OF ANY AND ALL CITY 7REES SHALL BE CONSISTENT NTH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. �/ l LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND I. 7HE EXISTENCE AND LOCA17ON OF UNDERGROUND UNITY PIPES AND STRUC7RES SHOWY ON THESE PLANS WERE OBTAINED BY A SIGNATURE.- off • DATE ESS /O,y� SHALL BE PROECED IN PLACE DURING CONSTRUCPON UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVA77ON, OR 12. MANUAL AIR RELEASES SHALL REINSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS /N THE WATER MAIN SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EAIS77NG UPURES EXCEPT AS SHOWN ON THESE VINCENT L. SAMPO ��� �N� L• 6 lF� DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR NIHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE IRUNK OF A PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCALE BEHIND CURB UNLESS OTHERNSE APPROVED BY PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUPONARY MEASURES TO PROTECT ANY fXlSTNG UTLITES OR ? �o Z TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJEC77ON ON THE GROUND). If A CITY 7REE IS NOT CLEARLY LABELED TO BE DISTRICTS REPRESENTARVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF MIEN LOCATED AT OR NEAR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID COMPANY SAMPO ENGINEERIND INC. c� No. 44173 r U77LIRES OR STRUCTURES PRIOR TO ANY EXCAVAPON, FOR WERIFICAPON AND LOCATON OF UYURES AND NOTFICA17ON OF ADDRESS. 171 SAXONY ROAD, SE 213 ENCINITAS CA. 92024 REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMEN75 ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT S REPRESENTATVf. COMMENCEMENT OF WORK.• PHONE NUMBER.- 760 436 -0660 � 06 -30 -19 DISTURBED UNLESS THE PLAN IS REVISER TO ADDRESS THE TREE REMOVAL. A. SEWERS - CSD - (760) 633 -2770 RCE EXPIRES. • 6130119 C l V 1 13. INSTALL A MINIMUM 1 -INCH WATER SERVCE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A J14 -INCH HIGH B. GAS & EECNIC - SDGE - (760) 438 -6200 OF CAL�F�� 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTWITY, THE LETTER "W" SHALL BE CHISELED IN TOP OF EXIS77NG CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS C WATER - OMW9-(760) - 753 -6466 PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND - DISTURBING ACRV 77ES IN THE AREA OF DISCOVERY TO D. TELEPHONE - SBC BELL - (760) 489 -3411 ALLOW EVALUAPON OF THE SIGNIFICANCE OF SUCH RESOURCES THE PROJECT APPLICANT SHALL IMMEDIATELY NORFY DEVELOPMENT 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. E. CABLE TV - COX COMMUNICA77ONS - (760) 806 -9809 X2233 EARTHWORKDATA SERVCES DEPARTMENT STAFF OF SUCH FINDING AT THE THE OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) STEEPEST EXIS77NG NATURAL SLOPE ON -SIE = 1.5 H. 1 V SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST HISTORIAN, OR PAEOTOLOGIST IN CONSULTAPON WTH THE DEVELOPMENT 2. CONTRACTOR SHALL NOPFY PIE C /TY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT MAXIMUM allCAL DEPTH OF CUT = 6 FEET (OUTSIDE BUILDING) 15. ALL WATER SERVICES FOR IRRIGATON, MUL77PLE RES/DENPAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIE AMERICAN COMMUNITY THE DEVELOPMENT SERl4CES PHONE: (760) 633 -2770. MAXIMUM VERTCAL DEPTH Of FILL = 3 FEET DIRECTOR MUST CONCUR NTH THE EVALUATON PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING APPROVED BACKFLOW PREVEN77ON DEUCE ON CUSTOMERS SIDE OF WATER METER. ACRORES ARE ALLOWED TO RESUME. J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTCE ON CALLS FOR INSPECTON. PHONE (760) 633 -2770. ALL WORK PERFORMED CUT = 240 CY FILL = 140 CY JN. 19 -101 4/22/19 16. CONTRACTOR SHALL PE OFF ALL VALVE LOCATORS AND PROVDE NIIiTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON /NSTALLAPON NIHOUT BENEFIT Of INSPECTOR WILL BE SUBJECT TO REJECPON AND REMOVAL. EXPORT= 100 CY OF VALVES 'SAM P O 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE BECTON 7050.5, if HUMAN REMAINS ARE FOUND ON THE PROJECT SITE IMPERVIOUS AREA SUMMARY REMEDIAL = 405 CY (2' REMOVAL AND RECOMPACTON UNDER BUILDING AREAS AND 5' OUTSIDE BUILDING, U.N.O. BY SOIL ENGINEER) E N � � N E e a i N r, INC. DURING CONSTRUCPON ACIPVITY, THE PERSON RESPONSIBLE FOR THE EXCAVARON, OR HIS OR HER AUTHORIZED REPRESENTATVF SHALL IMMEDAELY NOTFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVA77ON OR DISTURBANCE OF THE 17 LINE VALVES, WHERE REQUIRED AT STREET INERSECTONS SHALL BE LOCATED AT THE EE NIENEVER POSSIBLE. DISTURBED AREA = 6545 SF m smruvrRaw° swrEZr1 cwxsrnS CA szaza DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DEERMINEP BY A QUALIFIED IMPERVIOUS AREA PRIOR TO CONSIRUCPON 592 SF �, Imo/ M-WO F,� IMJ 4X_�s ARCHAEOLOGIST AND OR A 7RADIPONALLY AND CULTURALLY AFFILIATED TCA NA77W AMERICAN MONITOR, SHALL OCCUR UNTL THE 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEE77NG THE DISTRICTS STANDARD SPECIRCAPONS, ARE TO IMPERVIOUS AREA AFTER CONSTRUCTOR. 2,212 SF / ( ) INCREASE IMPERUOUSAREA: 1,771 SF BMP PROJECT STATUS CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISP057PON PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF BE INSTALLED AT LOCA TONS SPECIFIED BY THE FIRE DISTRICT IMPERVIOUS AREA REPLACED: 441 SF SUCH A DISCOVERY OCCURS, A TEMPORARY CON57RUCPON EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE BASIN SIZING: 2,212 SF X 0.04 = 89.48 SF DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR THE TCA NA77VE 19. ALL DESIGN CHANGES TO THE WA ER SYSTEM SHALL BE APPROVED BY PIE DISTRICT REPRESENTA77W IN W177NG PRIOR TO CONS7RUCP0N ACTUAL BIO- REENPON BASIN INCREASE IN AREA = 90 SF STANDARD AMERICAN MONITOR), AND CONSULTA77ON AND 7REAIMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, AND ACCEPTANCE OF THE CHANGE. THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOPFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER OLIVENHAIN MUNICIPAL WATER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NARE AMERICAN, HE OR SHE SHALL CONTACT THE NARVE AMERICAN 10 THE WATER SYSTEM SHALL BE PRESSURE TESTED /N ACCORDANCE NTH 1Nf PROCEDURES /N THE OMWO STANDARD SPECIFICA TONS. TITLE PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION DISTRICT ENCINITAS FIRE DEPARTMENT HERITAGE COMMISSION (NAHC) NIHlN 24 HOURS THE NAHC WOULD MAKE A DEERMINA17ON AS TO THE MOST LIKELY DESCENDENT if NAPW AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU (IN PLACE "), OR IN A SECURE LOCATON IN CLOSE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR 7ES71NG ALL PIPE, VALVES (CLOSED) AND APPURTENANCES POTABLE WATER SYSTEM APPROVAL PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -517F IN THE PRESENCE OF THE OMWD WO# TCA NAPVf AMERICAN MONITOR. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE NTH SEC77ON 15041 OF THE OMWD STANDARD SPECIRCA PONS �y 'Z� PRIOR TO PE -IN OR CONNEC77ON TO EX/STNG SYSTEM FACIVAES BACERIOLOG/C QUALITY TEST RESULTS SHALL CONFORM TO THE CR1ERIA SPECIFIED IN THAT SPECIFICATON. SIGN ATE TE SIGN DATE SIGP CJ I V DATE SIGN DATE NO E• SIGNATURE EXPIRES 2 YEARS AFTER DALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: CITY OFENC /Nl7ASCP1010(CLSB -012) INT. DATE PLANS PREPARED UNDER SUPERVS N OF RECOMMENDED:SIXO AP ROVED: SIMPLIFIED GRADING PLAN LOCATION: SOUTHWEST QUADRANT OF LONEJACKRO PUBLIC WORKS / , ® DATE: Lf-I FOR: 3450 BUMANN ROAD AND DOUBELL RANCH RD. ENGINEER'S NAME DATE PLANNING (� -�t�, �✓�' JE E OWEN E�. MERE ROMO /LETORNEAU ACCESSORY DWELLING UNIT 14213 -SG RECORD FROM: ENCINITAS SURWYCONTROLNETWORK VINCENT L. SAMPO R.C.E. NO.: 44173 CITY ENGI APN: 264- 101 -62 -00 ELEVATION: 203.16 DATUM: NAVD88 REVIEWER .f/ /Zs �zoyq Z�_��I9 CITY ENGINEER DATE ENGINEER'S NAME EXP.: 6/30/19 DATE ' DJ�-f PLANNING CASE NO: NA SHEET 1 OF 3 INSPECTOR D7 5 0 E m 2 �n It I 44 i (E) CONCRETE e 3 ` 4 N871, 'i - - - =1- a lr= -N- R �NEW` SPORT COURT / /xn �.N , 'h 1 dl / ss 'UP \ i (E) WALK _ 14468' 3333 IL L '- ' I d � ❑0��'-. SEE LIMITS OF - - WORK THIS SHEET I322.7x tiVEW DI - BIV 324.0 FD 314'° 1P­ OPEN PROTECT IN PLACE _ I `J2% J13 1A 14.15 � 4 ° Ji1,� \ 7 - c314.t' 307.83 30.7.781 1 ll,x \ ., , 4 '0 �4.b1 x30774 x30Z19 1.1XI If Derr I 1 �c 1 II L (F) GARDEN 308,00 x30750 15.00' �` SYSB d M E) wrR (E) GA5_ 1 1500' ° SYSB (E) COURTYARD ! -(E) CONC PATIO a 101, j' ENTRY - I (E) 51NGLE FAMILY _RESIDENCE � -- 1 - - I 6,828 5.F. FIRST FLT. 291 S.F. 21 FLOOR it 2G'- Q,. iI Q El \ T CONC PATIO (E) 15'-0" MIN. i 1 � 51DE 5ET5ACK \ i (E) LAWN - / _ - -- - � - -0 r - --0 T (E) CONCRETE DITCH i (H) POOL A ❑ ❑ - �/ i�; I -� T - -- - - - -- / _ \ „ 28204 1 (E) NATURAL - - 280.33 - �_ (E) ASPHALT X �- -� ' pRIVEWAY 1 °WATER DETER -- _ - - - 6 IEASEMENTS 279.25 y IV) Fh 7`7.1 < 793 _ - - - �II � QI FG27..g PUBLIC WORKS 2767 x 4 BOLL , , BAST' I. I EXISRNG EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL �� PURPOSES RECORDED AUGUST 1, 1969 AS INSTRUMENT NO. 8 d� - 2 6 140307 OF O.R. CITY ENGINEER DATE I 4 2 EXIS17NG EASEMENT FOR ROAD , UTILITY PURPOSES AND g1 B INCIDENTAL PURPOSES, RECORDED DECEMBER 8, 1971 AS 2 NP fD 314" lP RCE 8250 INSTRUMENT NO. 285383 OF O.R. I .. 3. EXISTING EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 21, 1972 AS INSTRUMENT hap, '� >s? � N87179'S1 "E 145.11' � _ N0. 311899 OF O.R. 4. EXISTNG EASEMENT FOR PUBLIC URITIES AND INCIDENTAL TREE PURPOSES RECORDED DECEMBER 26, 1979 AS I11157RVMEN� NO. 537520 OF O.R. \Z AT &T RISER J I I SCALE 1°.20' 5. EXISTING EASEMENT FOR ROAD, PUBLIC UTILITY PURPOSES Q AND INCIDENTAL PURPOSES, RECORDED MARCH 31, 1980 AS D CONCRETE DI TCH INSTRUMENT NO. 80- 110095 OF O.R. 6. EXIS77NG EASEMENT FOR ROAD, PUBLIC UTILITY PURPOSES LLJ AND INCIDENTAL PURPOSES, RECORDED JANUARY 20, 1984 M AS INSTRUMENT NO. 84 -23685 OF O.R. 1 7 EXIS77NG EASEMENT FOR SEWER AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 17, 1999 AS INSTRUMENT NO. 99- 637337 OF O.R. \ 4 NDLO Ci Ai►P.Ihll RORZ DYA)A AAC (E) CONCRETE 16%61 A%f tCLdLOEii J�1:1(. Zsi i or9 DRIVEWAY As D0C1jAAfP-rAA2. Walla -0148" D)R-- (E) 15-0' MIN. 51DE SETBACK DRAINAGE FLOW ARROW (TYPJ 9 277.q 279.25 y IV) Fh 7`7.1 < 793 _ - - - DATE FG27..g PUBLIC WORKS 2767 x 4 BOLL , , BAST' ENGINEER'S NAME DATE o APPR ©X. L AT10N GF 7 4 9 7X17j 8 jNG ^ 2772 x `1 27746 S 5 _ - 2 6 � 8" PVVC MAIN CITY ENGINEER DATE INSPECTOR ENGINEER'S NAME - B m'Au �� - fD 314" lP RCE 8250 .I MUL 17 TR � K ry� 7 7R££ PROTECT IN PLACE '� >s? � N87179'S1 "E 145.11' � _ 3" VERITCAL pND('IT �, MULIT TRUNK x 274.96 ; KEY MAP O TREE STEEL POWER POLE I I AT &T RISER J I I SCALE 1°.20' I 2.00' UNLESS N07ED OTHERWISE BY THE ENGINEER, GRANULAR (NO N-£XPANS7VEJ 7 F� SOIL MAYBE USED FOR BACkli BEHIND 0.5% THE RETAINING WALLS THE LIGHT 7 I TAN /BROWN SL TY SANDS AVAILABLE ONI SITE ARE SUITABLE AS BACKRZ1. MATERIAL ��II�I `:�.a.f., • ICI (E) 5WALE 0 oQROFESS /p\ o h�F� c�N1 L. Sg1i F�c N No. 44173 * 06 -30 -19 �c J sT CIVI\ �Q U) CITE OF CAI- \F 0 ,_S_ _ - -S- x GUARDRAIL PLR f ARCHITECTS PLAN 0.5X 2X Ili' - UNLESS NOTED OTHERWISE BY THE " SOIL ENGINEER, GRANULAR (NON - EXPANSIVE) SOIL MAYBE USED FOR 34 CkF7LL BEHIND 7HE RETAINING WALLS THE LIGHT TAN /BROWN SILTYI SANDS AVAILABLE ON SITE Ail 7 SUITABLE AS BACKRU MATERIAL EXISTING GROUND WALL CROSS SECTION C WALL CROSS SECTION D WALL CROSS SECTION E i" =3 CHANGE NO. DESCRIPTION APPROVED I DATE ,f1 r 3 II Q � III i w ' I B 'I LEGEND SYMBOL PROPERTY BOUNDARY 7 CuAl1r LINK `fNCE -___ x ____ . PROPERTY LINE /RIGHT OF WAY - - - - x - - - -x 333.7 - Y x 333 6- x SET BACK LINE - - - 77 1 332, 44 ri ❑ / EXISTING CONTOUR - - 320 - EXISTING ELEVATION X 320.43, (320.43) u __e S19�h0 0 ® NEW CONTOUR 322 ` _ _ 5 NEW ELEVATION 320.10 Y\ ECh'( t- �� 332 "9j 0 I DAYLIGHT LINE II r i 6 R 1�h 0 ' 7 • 'S 0 2 §1 DRAINAGE SWALE . , IE 3� � \ihti a 12 _ _ u � u= u G'h 'h`V�`• ny 326.0 ' ;4 0� DIRECTON OF FLOW FG 325.0 1 - T CONCRETE PAVEMENT /HARDSCAPE ow 324 � 12 g�x �a�• � ;� ♦ • N v, • � G, � PERMEABLE SPORT COURT K ��9 ; \� P ' ° 1 • 12 PERMEABLE ARTIFICIAL TURF a a 0 5 3 '• �Y •'.' ' h0 4 RETAINING WALL 14 R9 ` ' C C�hGhl�tih0 BIO- RETENTION BASiN -, • ® r ®� KEY NOTES' -- - _ 4 DEMOLISHIPR07ECT /N -PLACE 0 12 i. PROTECT EXISRNG WALL IN -PLACE 4 i 2 DEMOLISH PORTION OF WALL �10 3. DEMOLISH WALL J s 7 °\ 4. DEMOLISH CONCRETE STAIRS �- 15 `7 0 322'7 x I 5. PROTECT CONCRETE STAIRS IN -PLACE 5 \� / 6. PR07ECT HARDSCAPE IN -PLACE NEW ACCESSY DNQl/NG UNIT `' 1,. 7 PROTECT CHAIN LINK FENCE IN -PLACE - 0`\ PROTECT DECK IN -PLACE PA S I Y / 9 8. I 9. PROTECT CONCRETE DITCH IN -PLACE 10. DEMOLISH CONCRETE DITCH x 11 11. REMOVE STEEL POST 19 �6 1 12. PROTECT RESIDENCE IN -PLACE 1 13. PROTECT POWER POLE IN -PLACE 1 �p190 91, 1� 0 14. PROTECT 4" OVERFLOW PIPES TE 30782 \ 9 , 15. PR07ECT WATER METER /N -PLACE ArJr \y SUB -DRAIN 1 ` 16. PROTECT FIRE HYDRANT IN -PLACE NEW IMPROVEMENTS ❑ 30771 "� 2 x i 0 i. NEW DETACHED ACCESSORY DWELLING UNIT 15 1 2 NEW CONCRETE STAIRS ON GRADE I j J. NEW CONCRETE HARDSCAPE, SEE CONSTRUCTION N07E NO. 8 Q8 J14-04 i 4. NEW SPORT COURT PERMEABLE PAVEMENT CONSTRUCT PERMEABLE S x 1 , I .S�' GIRT SAMPl SPORT COURT (S69A BY CRYSTAL TURF) OVER 2' CLEAN SAND OVER ;07?4 Mil I sNw�t, ffd rugA l7rau ro n x307 `, NyT314.8 t7 r x r' n16 6NL.wEERi N6 p(v MINIMUN 6 OF 314 GRAVEL OVER COMPACTED BASE, UNLESS NOTED Fp 307. I pAll 76 cw+r l)W#N OTHERWISE BY SOIL ENGINEER CONSTRUCT SUBDRAINS UNDER BW 306. PERMEABLE SPORT COURT IF REQUIRED BY SOIL ENGINEER. PROTECT DRIVEWAY 5. NEW PERMEABLE ARTFCIAL TURF. CONSTRUCT (CORONADO PLAY BY IN -PLACE ' � 1 SYNSCAPESJ OVER 2' CLEAN SAND OVER MINIMUM 6" OF 314' GRAVEL (g� OVER COMPACTED BASE, UNLESS NOTED OTHERWISE BY SOIL ENGINEER. 10 CONSTRUCT SUBDRAINS UNDER TURF IF REQUIRED BY SOIL ENGINEER. 6. NOT USED x 307 50 7 NEW SPLIT -FACE MASONRY RETAINING WALL PER SORSD C -6. WATER PROORNG PER ARCH17FCT (TYP.) i 8. NEW A/C UNIT AREA PER ARCHITECTS PLAN 306 9. 6" CONC. MASONRY OR PCC CUT OFF WALL WITH NO FOOTING AROUND 3 SIDES OF NEW POTION OF BASIN. / A � 15.00' S158 10. NEW PLANTER AREA / \ 11. NEW SPLIT -FACE MASONRY RETAINING WALL PER SDRSD C -1. WATER PROOFING PER ARCHITECT (TYP) � � I 12 KEYSTONE SPLIT -FACE RETAINING WALL 3 FEET MAXIMUM HEIGHT i 13. NEW 3' WiDE DECOMPOSED GRANITE PATH i 14. NEW STAIRS PER ARCHIEECS PLAN 15. NEW WALL PER STRUCTURAL DESIGN. SEE STRUCTURAL PLANS MADE PART OF THE BUILDING SET. -_ 16. DEEPENED CONCRETE EDGE 12'X12" 10 5 0 10 20 DRAINAGEISTORM WATER QUALITY 0 1. 8" PVC (5DR -35 MIN) STORM DRAIN PIPE 01% SLOPE MIN. - I SCALE: 1' = 10' 2 BROW DITCH PER SDRSO D -75 (TYPE -B) J. 12XI20 PRIVATE CATCH BASIN BY NDS OR APPROVED EQUAL 4. PRIVATE 4" DIA PERFORA7ED SUB -DRAIN PIPE AT 1% SLOPE MIN. UPLI RES C) 5. 24" WIDE DRAINAGE SWALE PER DETAIL A" 1. PR /VALE 4" DIA PVC SEWER LA7ERAL 0 2X SLOPE MIN 6. CONSTRUCT 90 SF ADDIRWVAL BID- RETENTION BASIN PER DETAIL "B" 2 APPROXIMA7E LOCATION OF SEWER RE -IN 7 4" PERFORATED PVC (SCH40) WITH MINIMUM iFT3/FT 314" GRAVEL ALL J. 314 " WATER SERVICE WRAPPED IN MIRAR 140 FABRIC SLOP£ TO DRAIN 01 %MIN TO OUTLET 24" MIN. GRASS OR TURF LINED 4. APPROXIMATE LOCATION OF WATER RE -IN 8. 24 "X24" PCC BROOKS TiP£ CATCH BASIN Ill STEEL GRAZE " ANCHORS TYR..) OPTION OVER LANDLOK 4 KEY ROCK -LINED OPTION ( 711 REINFORCEMENT 5. SEWER CLEANOU7 PER SDRSD SC -1 9 12- PVC (SDR -35 MIN) STORM DRAIN PIPE ®1 %SLOPE MIN. FOR ANCHOR OVER GEOTEXTLE LINING W IEN SLOPE EXCEEDS DEEP R007ED, DENSE, DROUGHT 10. 6' PVC (Si MIN) STORM DRAIN PIPE 01% SLOPE MIN. TOLERANT PLANTING SUITABLE DEEP ROOTED DENSE DROUGHT 880' FOR WELL DRAINED SOIL 11. EXIS77NG BIO- RETENTION BASIN PER PERMIT NO/ 10841 -CN. EXISRNG TOLERANT PLANTING SUITABLEV PLANTED 18" OC MIN BASIN TO BE CLEANED & EXCAVATED 0.4' OF SILT BUILD-UP TO A 2 \\ \\ \\ \� FOR WELL DRAINLN SOIL CONS7RUC77ON NOTES' 1 MAX. \ /////// \jam \j� \j PLANTED 18' OC MIN \ 2' 3' OF HARDWOOD MULCH " 1 E ISR G OP APHY WITHIN THE ADU AREA AND BOUNDARY DATA SHOWN HEREON PROVIDED BY SAMP02ENGINEERING, INC. ON i \ /i \i\ ' \ /i/i \ /i \ /i \ /i \/i \ 1`ti 9 5r 8 \ \ \ \ \ \ \ \ \ \ \ \ \ 810- RETENTION BASIN tit ' ®D JA LIAR 2 , 2 \/\\// \ \\\\\\\��� W.L= 277.20 3.1 \\ � PIPES OU(�N PLACE 2. ALL ON -SITE STORM DRAIN, DRAINAGE SWALES, AND BMP AREAS ARE PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY OWNER. a \ / \ / \ \ \ \ \ FG 276.8 277.2 WL 31 MAX. Rp1EC 3. WALL ELEVATIONS SHORN HEREON MAY VARY DURING CONSTRUCTION DUE TO EXISRNG GRADES AND SOIL ENGINEER RECOMMENDATIONS BTM =273.5 �� r P 1E.27718 SOIL ENGINEER SHALL DETERMINE RNAL WALL FOOTING DEPTHS _ �. %'2 • 4. OF DEAN TO gE �lS H��GE� INTO LANDSCAPING AREAS PRIOR r0 p/ CHAR TO THE SATISFACTION OF THE Cl7Y ENGINEER. ° NEW ROCK WALL TO _ 24 MIN ENGINEERED SOIL WATER SHALL NOi BE ALLOWED 1C0 POND ON SITE AND SHALL NOT DRAIN TOWARNBUIL G FOUNDATIONS i TYPICAL ROCK OR CRASS LINED DRAINAGE SWALE MATCH EXISRNG,' 2° "GRAVEL 5. ALL EXISRNG AND PROPOSED UTILITY LINES SERVING THE SUBJECT PROPERTY SHALL BE INSTALLED UNDERGROUND. NO TES. NIS 9 DEMOLISH PORTION _ '_% 14" MlN %" CRUSHED ROCK 6. CONTRACTOR �TOyLOCATE AND gPHR07ECTEINp -- PLACE ALL EXISRNG (WATER SEpRyViCESS AND WATER METERS q� g 3 1. PLACE 3 ANCHORS PER SQUARE YARD Of MATERIAL. ti \ \ OF ROCK WALL % 77�pE C BY A LICENSEUM NN SUR OR AND AC NERP EC RD ORNRECORDMOF S RDITL SHALL OR DEST OYE IT COUN7YEPRlOR TO 2 FOR ROCK -LINED OPTION, INSTALL GE07EX WOVEN MONORLAMENT GE07EXPLE (NO. 117F OR EQUAL) WHEN SLOPE I RELEASE OF SECURITIES EXCEED 59 g C R S /pE{yq�K ��p PA pg g N�� pE LESS �yq C �R p C/� N REN pRC�p 3 g� >HAN 5X aAY ONTENTTITHE MIX SHAD SHALL INE MINIMUM �- %�X COMPOST SOIL MIX DWOOD MULCHE B01H��IR ONS OVER RECOMPACiEDH� VE SUBGRADE 5(XCN�NLEBS SEiERMINED 0TH E BIY 30/L 1NSN 0J0/N7SRINFO O.C. IN � O - � 3. FOR GRASS OR TURF OPTION INSTALL LANDLOK ]TIM 450 TURF REINFORCEMENT MAT WHEN SLOPE EXCEEDS 5% N i E AND . Zc.Z TOPSOIL. THE ETFECTIVf AREA OF THE BASIN SHALL BE LEVEL PERCOLATE 0 51HR MIN. REINFORCEMENT PER SOIL ENGINEER ^ o m 9. SEE SHEET 3 FOR TEMPORARY EROSION CONTROL MEASURES AND CONSTRUCTION BEST MANAGEMENT PRACTICES. Li z 810- RETENTION BASIN DETAIL ,. A W l i' IN WIDTH D G C o A I D W a 1 " =3' D 1 " =3' BENCHMARK AS -BUILT APPROVALS DESIGNED BY: �RAWI I DESCRIPTION: CITY0FENCINIMSCP1010(CLSB-012) LOCATION: SOl/7HAEST QUADRANT OF LONE JACK RD AND DOUBLE LL RANCH RD. INT. DATE PLANS PREPARED UN Q VINCENT L SAMPO PUBLIC WORKS ENGINEER'S NAME DATE PLANNING RECORD FROM: ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 203.16 DATUM: NAVD88 REVIEWER CITY ENGINEER DATE INSPECTOR ENGINEER'S NAME BCLLEAR, INCLUDING PARKING OF VEHICLES, IN ACCORDANCE NTH THE UNIFORM FlRE CODE AND CITY OF EVOil S F DEPT W X N7S 1L ACCESS ROADS SHALL BE DESIGNED AND MAINTAIN TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS 1 PR p0 AN / Y µ�TH�N THE gpPL/�ANT p�ppERTY pR �N �gSEMENT THgT P uCgNT w s Hi1S RIGHTS ON IF A�YSNRBANCE r0 ADCENT ��7pPERTES NOT SHOWN ONS7HESE PLANS /SI1lCIrATED AS A RESULT ANY PROPOSED WORK OR AT E ISO RON OF THE Cl1YRFlELL7UDHINSPECTTjORR A I L�E'��RN OF PERM{ ISIS ION AFROM M�THE �gADJACENT PROPER TY ADJACENT TR TO HE 7YFTH H PR L �L �7n R� AEDRPER ICON 177NG OBTAINED. NUBMTIEDKTO IHf ICILY iS GR/U DFOR Z 13 ALL EXISRNG U17LIlIES SHORN HEREON ARE APPROXIMATE CONTRACTOR TO VERIFY LOCARON PRIOR TO CONSTRUCTION. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 2 �1UPERV� ur REC MMENDED:S DATE: ZS"�I JE E OWNS R.C.E. NO.: 44173 4//f g /lq EXP.: 6130119 DATE ' 31MPLIFIED GRADING PLAN -OR: 3450 BUMANN ROAD ROMO /LETORNEAU ACCESSORY DWELLING UNIT APN: 264- 101 -62 -00 PLANNING CASE NO: AIA 14213 -SG SHEET 2 OF 3 (E) CONCRETE (E) 15l-0" MIN. 51DE 5ETBACK (E) CONCRETE (E) CONCRETE DRIVEWAY (E) 15' -O" MIN. 51DE 5EfBACK DRAINAGE FLOW ARROW (TYR.) TEMPORARY fIBLR ROLL - - - CHAIN LINK FENCE 333.0 T X ._ - — � X — - X - -- x 3337 - x x 333.6- X --� PER DETAIL J' CASQA DETAIL \ 3333 SE-5 TEMPORARY GRAW18AG INLET N877725'E ,1 8'32- - - s3�Z----a----FR ; , , '__ PROTECTION PER DETAIL N & ---- --'*�- -icnrrurARY �F�[ TEMPORARY VELOCTY Q4ECK ❑ ❑ ❑ ❑ ❑ - - - - - �t KAT D�AIL YI' X EL POSD DET SE-4 - - - - F FR: -R CASQA DETAIL 5E-10 CA __ _ t AIL G & SQA _ — — "_ L SE-1 - AIL -- _- D -- - -- �- -- - �.. - - -�- I { ''327. ;328 C< - - - DECK ( 29) - a 325 pSTF3.. . . STEEIbflOS pCpS 7 • 'R. { 7EMPOIPARY &0TY M( .: 3 - - o DAM PER DETAIL 'G' & CASQA :. N: T3MPA4ARY GPAVELDAG INLET ." DETAIL IL H' & TEMPORARY GRAVELBAG INLET _ �fAG INLET i { PROTECTION PLR DETAIL H' & PR0IECTIOW PER DETAIL H' & CASQACOETAIL SE 10A 324 - - - _ 324 I { _. % t i� -`' ' ' C+'6 �s s ? . 307 aEMPARARYGRAVIIBAG/NLET::; 3.303 °.'.'.' 32 a TEMPORARY GRAW2AG INLET TEMPOPAR GRA AG INLET : PRO7ECTION PER DETAIL W d PR0IECIIOV PLR DETAIL il' k - - .0 \ V PROTECTION PER DETAIL N'& .:. `_ CASQA DETAIL S£-10 _ ` - - - B— — — _CASQA DETAIL 5E -10___ CA SQA L 5-10 _ -3 22 e S — — - 1ST 31$50) \ > >x \223 3227 x anti / 11�. W - TEMPORARY OA�AG INLET �� v TEMPORARY VELOCITY CHECK a - PROTECTION PER DETAIL 'H' k -- -''' 1)iff�J1NG I N1T / DAM PER DETAIL 'G' & CASQA _CASQA DETAIL 5E-10 e \ / DETAIL SE-4 BASt it fl " L9 / r J 324 \ 0: 30Z2� V I �ti0 1 TEMPORARY l QCfTY CHECK j/ !08 X x 31u.10 313.39 x � { 32 j DAM PER DETAIL 'G' & CASQA DETAIL SE-4 �� x 314.15 I F7BLR ROLLS PER DETAIL V k r may/ / �4 v \ 3�9 0 x \ W I / CASQA DETAIL SE -5 jT M4 \ a - 314, 14a I ! \ \ X314.2 x314.1 \ \\ \ 1500' SYSB LAN R 31 3N.2 X 1 / 3;7.83 30778 30774 �5 1 x UP I �� %/� �� , " - (� �� EXISTNG GARAGE 308..0Q 3104 I I I �r FF 30800 x 30274 30719 X 17.1 x I I e ONCRE7f' D I T N CoNC BWY y I X 3 c Z16 FF -III 1 I I (E) WALK (E) GARDEN 308.00 x307.50 i f 1 Cn T6NP04ARY VELOCITY CHECK G8 i I I DAM PER DETAIL 'G' & CASQA I DETAIL SE-4 l I n1 10 5 0 10 20 J0791 15. SYSB � Irk . SCALE: 1" = 10' TEMPORARY R8& ROLL PER DETAIL J' CASQA DETAIL SE-5 Slope Fiber roll 200 mm min N.T.S FIBER ROLLS ENTRENCHMENT DETAIL NTS — J6 (e) 5WALE 24' WIDE (MIN.) WEIR OPENING SEE CALIFORNIA STORMWA TER QUALITY 1. SET POSTS AND EXCAVATE A I I I FOR DRAINAGE OVERFLOW ASSOCIATION (CASQA) STANDARD DWG. NO. 4" WIDE X 4' DEEP (E) CONCRETE DITGII � � WHERE NECESSARY SE -4 FOR ADDITIONAL INFORMATION TRENCH UPSLOPE FROM AND (E) POOL �T , 2 BAGS HIGH (TYP.) ALONG THE LINE OF POSTS 1 _ - / NOTE CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF \ o / i rFJ 20'R TO SEDIMENT TRAPPING DEVICE 28204 o �GqT� y �, MIN. III- �- �� = 7EMPORARY GRAVELBAG INLET _ N. / V -- �� ti % GOON 0 �M9VEN FABRIC GRAVL7 BAGS STAGGERED TYP � � I PROTECTION PER DETAIL N' & L _ — -J j � WIDTH REQUIRED ( ) � 4 INCHES CASQA DETAIL - SE -LQ__ _ _ �— ---) ,\ / \ I SEE CALIFORNIA STORMWATER QUALITY II_ TO ACCOMODAIE 280.33X\ - Oft77?ATIOIV BASINS SHALL BEEXCAVA76 AND �- (E) AEWAYT ASSOCIATION (CASQA) STANDARD DWG. N0. AN77OlPATED 1° WATE,� �EwaY TC -i FOR ADDITIONAL INFORMATION TRAFFIC TYPICAL VELOCITY CHECK DAM 2. ATTACH THE SILT FENCING MATERIAL TO ATFUSLD AS DOSE BASINS DURING CONSTRUCTION G THE POSTS AND EXTEND - - - ` NO SCALE 2'X2 "WOODEN INTO THE TRENCH. J. BACKFILL AND COMPACT THE `� TIFIE SILT SHALL BE COMPLETELY RLaIOVID AND THE ' e CORRUGATED EXCAVATED SOIL. - 79 25 B/ORL7RA77ON BASINS COMPLETED ONCE RNAL SITE _ - - - - - - - = c - - - STEEL PANELS 7EMPORARY SILT FENCE & 8 x I TABLIZATION IS ACHIEVED, PRIOR 70 OCCUPANCY %T POST OR PER DETAIL l' CASQA DETAIL AND / OR RNAL � APPROl7E0 Sf f 7NG BAS11V �_ l S AP' PDX LOCARON Or _s _ ___S__ 25' MIN— EQUAL 2772 X 1277 _S.— — — 8° �,oVC MAIN 1 p am MATCH EXISTING GRADE 4" PVC PIPE FOR DRAINAGE SEE CALIFORNIA STORMWATER QUALITY I� I I I� FILTER FABRIC I' 1� FLOW ALL 7LllRO4ARY ��� \ DEPENDING ON FIELD CONDITIONS I �9 ° ROCS 1� DAM PER DETAIL 'G' & CASQA. _ -_ - - - - - - �` - - ASSOCIATION (CASQA) STANDARD DWG. NO - 4 X I MuLT, TRUNK 1 DETAIL SE 4 TYPICAL STABILIZED CONSTRUCTION ENTRANCE 5E -10 FOR ADDIBONAL INFORMADON / I % = 1TI= T_I =1TI= ;:. _ WIRE REE - F _ _ S. N NB7n952'E 14511' _ NO SCALE II_I II— III —III 1=1 1=11 r 911 -L— III — III —I I1=1 I1=1 I� 3' VERTICAL CONDUIT -}. fi L P TRUNK 2x 274.96 i NOTE. GRADING INSPECTOR MAY ALLOW CORRUGATED I' ' .III III I III 11=1 I� i STEEL PANELS ONLY WITHOUT AGGREGATE. —I I ICI 0 1RfE S7EE1 POWER POLE AT &T RISER ' I KEY MAP - IIIII -� I SCALE 1 ".20' -III 1 1 �— _III —_) I -I I —� NOTE I _ SEE CALIFORNIA STORMWATER QUALITY —I WOVEN FABRIC GRAVELBA6 ALTERNATIVE SILT FENCE CONSIRUC77ON MAY BE USED ASSOCIATION (CASQA) STANDARD DWG NO , IF FlRST APPROVED BY THE ENGINEER OF WORK AND TYPICAL INLET PROTECTION THE INSPECTOR SE -1 FOR ADDITIONAL INFORMATION H I NO SCALE / I TYPICAL SIL T FENCE E 20 10 0 20 40 NTS I 0 I JN.• 19- 101 4.22.19 °' SCALE: 1" = 20' AMPO -, d,EN61NEERING,INC. Lj 171 SUILWY RAID SATE 21.E MIXT4 G1 9272/ z IE(.: (760) IJ6' -A560 fAk` (760) /36 -1059 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWL BY: CHECKED BY: ENGINEERIN DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 2 DESCRIPTION: 67TY0FENCIN 1TASCP1010(CLS8-012) INT. DATE PLANS PREPARED UNDER SUPERVI.SION OF RECD MENDED:S AP OVE ' SIMPLIFIED GRADING PLAN a PUBLIC WORKS DATE: I - --� FOR: 3450 BUMANN ROAD LOCATION: SOUTHWEST QUADRANT OF LONE JACK RD / N AND DOUBLE LL RANCH RD. ENGINEER'S NAME DATE PLANNING oC. JES OWENS DWARD J IMMER ROMO /LETORNEAU ACCESSORY DWELLING UNIT 14213 -SG N RECORD FROM: ENCINITAS SURVEY CONTROL NETWORK R.C.E. NO.: 44173 VINCENT L SAMPO IT C ENGI R APN: 264- 101 -62 -00 -zib 19 ELEVATION: 203.16 DATUM: NAVD88 REVIEWER V Z CITY ENGINEER DATE INSPECTOR ENGINEER'S NAME EXP.: 6130119 DATE DAT PLANNING CASE NO: A/A SHEET 3 OF 3 e Lij a J Note: y 12 y „�'4�',�4��'',��'�rv4�',' ,�,�����/� /�/ Install fiber roll ' III along a level contour. y _V y y _V y Fiber rolls .. y ' Vertical spacing V,I 'i'i'.'i'i'/' III ." measured along the _V face of the slope varies between Install a fiber roll near 2.4 m and 6.0 m slope where it transitions y into a steeper slope TYPICAL FIBER ROLL INSTALLATION N.T.S. Slope Fiber roll 200 mm min N.T.S FIBER ROLLS ENTRENCHMENT DETAIL NTS — J6 (e) 5WALE 24' WIDE (MIN.) WEIR OPENING SEE CALIFORNIA STORMWA TER QUALITY 1. SET POSTS AND EXCAVATE A I I I FOR DRAINAGE OVERFLOW ASSOCIATION (CASQA) STANDARD DWG. NO. 4" WIDE X 4' DEEP (E) CONCRETE DITGII � � WHERE NECESSARY SE -4 FOR ADDITIONAL INFORMATION TRENCH UPSLOPE FROM AND (E) POOL �T , 2 BAGS HIGH (TYP.) ALONG THE LINE OF POSTS 1 _ - / NOTE CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF \ o / i rFJ 20'R TO SEDIMENT TRAPPING DEVICE 28204 o �GqT� y �, MIN. III- �- �� = 7EMPORARY GRAVELBAG INLET _ N. / V -- �� ti % GOON 0 �M9VEN FABRIC GRAVL7 BAGS STAGGERED TYP � � I PROTECTION PER DETAIL N' & L _ — -J j � WIDTH REQUIRED ( ) � 4 INCHES CASQA DETAIL - SE -LQ__ _ _ �— ---) ,\ / \ I SEE CALIFORNIA STORMWATER QUALITY II_ TO ACCOMODAIE 280.33X\ - Oft77?ATIOIV BASINS SHALL BEEXCAVA76 AND �- (E) AEWAYT ASSOCIATION (CASQA) STANDARD DWG. N0. AN77OlPATED 1° WATE,� �EwaY TC -i FOR ADDITIONAL INFORMATION TRAFFIC TYPICAL VELOCITY CHECK DAM 2. ATTACH THE SILT FENCING MATERIAL TO ATFUSLD AS DOSE BASINS DURING CONSTRUCTION G THE POSTS AND EXTEND - - - ` NO SCALE 2'X2 "WOODEN INTO THE TRENCH. J. BACKFILL AND COMPACT THE `� TIFIE SILT SHALL BE COMPLETELY RLaIOVID AND THE ' e CORRUGATED EXCAVATED SOIL. - 79 25 B/ORL7RA77ON BASINS COMPLETED ONCE RNAL SITE _ - - - - - - - = c - - - STEEL PANELS 7EMPORARY SILT FENCE & 8 x I TABLIZATION IS ACHIEVED, PRIOR 70 OCCUPANCY %T POST OR PER DETAIL l' CASQA DETAIL AND / OR RNAL � APPROl7E0 Sf f 7NG BAS11V �_ l S AP' PDX LOCARON Or _s _ ___S__ 25' MIN— EQUAL 2772 X 1277 _S.— — — 8° �,oVC MAIN 1 p am MATCH EXISTING GRADE 4" PVC PIPE FOR DRAINAGE SEE CALIFORNIA STORMWATER QUALITY I� I I I� FILTER FABRIC I' 1� FLOW ALL 7LllRO4ARY ��� \ DEPENDING ON FIELD CONDITIONS I �9 ° ROCS 1� DAM PER DETAIL 'G' & CASQA. _ -_ - - - - - - �` - - ASSOCIATION (CASQA) STANDARD DWG. NO - 4 X I MuLT, TRUNK 1 DETAIL SE 4 TYPICAL STABILIZED CONSTRUCTION ENTRANCE 5E -10 FOR ADDIBONAL INFORMADON / I % = 1TI= T_I =1TI= ;:. _ WIRE REE - F _ _ S. N NB7n952'E 14511' _ NO SCALE II_I II— III —III 1=1 1=11 r 911 -L— III — III —I I1=1 I1=1 I� 3' VERTICAL CONDUIT -}. fi L P TRUNK 2x 274.96 i NOTE. GRADING INSPECTOR MAY ALLOW CORRUGATED I' ' .III III I III 11=1 I� i STEEL PANELS ONLY WITHOUT AGGREGATE. —I I ICI 0 1RfE S7EE1 POWER POLE AT &T RISER ' I KEY MAP - IIIII -� I SCALE 1 ".20' -III 1 1 �— _III —_) I -I I —� NOTE I _ SEE CALIFORNIA STORMWATER QUALITY —I WOVEN FABRIC GRAVELBA6 ALTERNATIVE SILT FENCE CONSIRUC77ON MAY BE USED ASSOCIATION (CASQA) STANDARD DWG NO , IF FlRST APPROVED BY THE ENGINEER OF WORK AND TYPICAL INLET PROTECTION THE INSPECTOR SE -1 FOR ADDITIONAL INFORMATION H I NO SCALE / I TYPICAL SIL T FENCE E 20 10 0 20 40 NTS I 0 I JN.• 19- 101 4.22.19 °' SCALE: 1" = 20' AMPO -, d,EN61NEERING,INC. Lj 171 SUILWY RAID SATE 21.E MIXT4 G1 9272/ z IE(.: (760) IJ6' -A560 fAk` (760) /36 -1059 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWL BY: CHECKED BY: ENGINEERIN DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 2 DESCRIPTION: 67TY0FENCIN 1TASCP1010(CLS8-012) INT. DATE PLANS PREPARED UNDER SUPERVI.SION OF RECD MENDED:S AP OVE ' SIMPLIFIED GRADING PLAN a PUBLIC WORKS DATE: I - --� FOR: 3450 BUMANN ROAD LOCATION: SOUTHWEST QUADRANT OF LONE JACK RD / N AND DOUBLE LL RANCH RD. ENGINEER'S NAME DATE PLANNING oC. JES OWENS DWARD J IMMER ROMO /LETORNEAU ACCESSORY DWELLING UNIT 14213 -SG N RECORD FROM: ENCINITAS SURVEY CONTROL NETWORK R.C.E. NO.: 44173 VINCENT L SAMPO IT C ENGI R APN: 264- 101 -62 -00 -zib 19 ELEVATION: 203.16 DATUM: NAVD88 REVIEWER V Z CITY ENGINEER DATE INSPECTOR ENGINEER'S NAME EXP.: 6130119 DATE DAT PLANNING CASE NO: A/A SHEET 3 OF 3 e Lij a