2018-13970 G (Plans)R/GHTOFWAYNOTE EROS/ONCONTROL STORMWA TER POLLUTION CONTROL BMPNOTESRELAT IVETOCONSTRUCTIONACTMTIES OWNERS
ALEXANDER JAMES CORONOONI
OWNER IS TO OBTAIN A CONSIRUCTON PERMIT fROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ALEXANDER JAMES CORONDONI. AT (619) 203 -2068, 24 HOURS A DAY. CONCRETEWASHOUT 1061 SAXONY ROAD NORMANDY RD
PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOYCE AND DOUBLE PERMIT FEES IT IS THE ENCINITAS, CA 92024.
RESPONSIBILITY OF THE OVER TO KNOW WHERE HIS/HER PROPERTY LINE IS. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE BRITTANY AVE
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL RMES DURING THE RAINY SEASON (OCTOBER 1 WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND
DRAINAGENOTE TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER i AT CONVENIENT LOCATIONS TO FACILITATE THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE S/TEADDRESS cn
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT WASHOUT LOCAYON 1061 SAXONY ROAD z SITE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITiED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES ENCINITAS, CA 92024.
FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. J. DEWCES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR CONSTRUCT /ONS/TEACCESS `T
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U71L/TYNOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATSFACRON OF THE CITY ENGINEER A STABILIZED CONSTRUCTION ST7E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF ASSESSOR'S PARCEL NO. LEUCADIA BLVD
SHE. THIS SHALL INCLUDE USING MAiERIAL SUCH AS 3° CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES 254- 361 -10
AFTER EACH RUN -OFF PRODUCING RAINFALL. p
ALL UTLIRES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN CONSTRUCT /ON VEHICLES DATEOFSURVEY Q Q Q Q
GENERAL NOTES INCOMPLETE GRADING OPERA BON OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSIRUC77ON VEHICLES PARKING, VEHICLE DECEMBER 19, 2017
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REFUELING, AND ROLLING, EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OfT =SITE. Q �_ � �, Q
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIRCABONS FOR PUBLIC WORKS CONSTRUCTON, 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS LEGAL DESCRIPTION ' o Lc
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DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRANNGS ANY THAT ARE UNSAFE OR ARE P0IFNBALLY UNSAFE EROS /ON CONTROL THE NORTH HALF OF LOT 6, HILLS /DE ACRES IN THE CITY OF ENCINITAS, �
CHANCES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTON. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROIECD AGAINST COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO MAP THEREOF VICINITY MAP
2 THE SOILS REPORT RILED "PRELIMINARY GEOiECHNICAL INVESBGARON PROPOSED RESIDENRAL DEVELOPMENT" PREPARED BY LGC 7 ALL EROSION CON7ROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORAiED HEREON. EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MA IS, ADEQUA7E GROUND COVER VEGETATON, AND NO. 1992 fXED iN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
GEO- ENNROMENTAL INC., DATED JANUARY i1, 2019, PROJECT NO. G17- 1539 -10. SHALL BE CONSIDERED AS A PART OF THIS GRADING BONDED FIBER MATRIX. COUNTY JANUARY 25, 1917 NOT TO SCALE
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NTH 7HE RECOMMENDA77ONS AND SPECIFICA77ONS CONTAINED IN SAID REPORT. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH Wi7RK NO EXCAVARON AND GRADING ACTV1RES ARE ALLOW €D DURING WET WEATHER.
DAY. OWNER'SCERTIFICATE
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTON N1HIN PUBLIC RIGHT- OF-WAY OR EASEMENTS SHALL BE REQUIRED IN
CONJUNCRON WiTH IMPROVEMENT PLANS. 9. ALL REMOVABLE PROTECBVE DEVCES SHONH SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WIEN THE FIVE (5) DAY RAIN DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND IRE CONSTRUCTON SITE CONTRACTOR SHALL PROTECT
PROBABILI TY FORECAST EXCEEDS FORTY PERCENT (40X) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES I (WE) HEREBY CER17FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR NLL BE RETAINED TO SUPERVISE OVER ALL
4. ORITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSNE GRADING. GRADING ACRViTY AND ADWS£ ON THE COMPACRON AND STABILITY OF 7HE SI7F
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAURONS REQUIRED TO PROTECT ADJACENT PROPER77ES DURING GRADING OPERA PONS. STORMWA TER POLLUTION CONTROL POSTCONSTRUCTIONBMP /IMPNOTES REMOVE EXISTNG VEGETATION OF ONLY RAL ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDIBON UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY- THEY HELP DECREASE l (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CIIYS OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS EPROM,
EXISTNG PRIOR TO GRADING L FOR STORM WATER POLLU77ON CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL EROSION AND AGAINST ANY AND ALL UABIOF O CLAIMS, DEMANDS, CAUSES OF A ECR.Y LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF
DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECILY OR INDIRECILY NTH ANY ACTS OR OMISSIONS OF OVER
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH 1S DISTURBED OR DESTROYED SHALL BE DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLEC77ON AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC TEMPORARY VEGETA77ON MUST BE PLANTED ON SLOPES OR MHERE CONSNUCT0N IS NOT IMMEDIA7ELY PLANNED FOR EROSION CONTROL OR OANERS AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFRUALS, 0MCERS, OR REPR£SENTARVES FOR ANY AND ALL WbRK
RE- ESTABLISHED AND REPLACED BY A REGISTERED COOL ENGINEER OR A LICENSED LAND SURVEYOR STORM DRAIN SYSTEM. PURPOSES. EROSION SHALL BE PREVENTED BY PLANING FAST GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE OR CONSTRUCTON COVERED IN TH PERMIT OR CONNECiED DIRECTY OR INDIRECTY TO THE PERMIT OR APPROVED PLANS WITHIN THE
SOIL. PRIVATE PROPERTY R LIC A MFpE 'J
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVCES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE 1. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUBON CONTROL SHALL NOT BE MODIFIED NTHOUT A PERMIT
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA TONS. FROM THE CITY. PLANT PERMANENT WGETABON AS SOON AS POSSIBLE, ONCE EXCAVA77ON AND GRADING ACRWRES ARE COMPLETE. SIGNATURE.• DATE.•
ALEXAND J fS COROIHDONI
8. GRADING AND EQUIPMENT OPERATNG WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE J. ALL IMPERVIOUS AREAS NTHIN THE S17E SHALL DRAIN TO APPROVED BMP /!MP FACILITES AND /OR TO TURF OR LANDSCAPED AREAS W4 7ER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7.•30 A.M. Npp%l77 ON SATURDAYS, SUNDAYS AND CITY RECOGNIZLD HOLIDAYS. NTH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED SOILSENGINEER'SCERT/FICATE
9. NO GRADING OPERATONS SHALL COMMENCE UNTL A PRE- CON57RUC710N MEERNG HAS BEEN HELD OVSI7F NTH THE FOLLOMNG BMP%MP FACILITY AND /OR THE TURF /LANDSCAPED AREAS ON -SITE CONSTRUCTION&TERML STORAGE
PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER GRADING CONTRACTOR AND PERMIR]EE THE PRE- CONS7RUCTON STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE I, ROBERT L. GREGOREK A,, A R£07FRED ENGINEERING GEOLOGIST IN THE STATE OF CALIFORNIA, PRINCIPALL Y DOING BUSINESS IN THE
MEERNG SHALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN PRODUCTS WHERE THEY NLL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL FIELD OF APPLIED GEOTECHNICAL CONSULTNG, HEREBY CER77FY THAT l HAVE OBSERVED THE GRADING AND TESTED THE SOIL, AND TO
DISCHARGES TO AN ADEQUATE IMP/&P. STORED ON -SITE. ELIMINATE OR REDUCE POLLU77ON OF STORMWA TER FROM STOCKPILES KEPT ON -SHE. STOCKPILES MAY INCLUDE SOIL, THE BEST OF MY KNOWLEDGE AND EXPERIENCE, THE GRADING CONFORMS NTH THE RECOMMENDA77ONS CONTAINED IN THE GRADING
10. PRIOR TO HAULING DIRT OR CONS7RUCTON MATERIALS TO ANY PROPOSED CONSiRUCTON SDE WITHIN THIS PROJECT THE DEVELOPER PARING MATERIALS ASPHALT CONCRETE, AGGREGA7E BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED PLANS W1Tl TH£ EXCEPRON THAT ANY CHANCES OR DEV/ARONS FROM THE PLANS DUE TO UN- FORESEEN FIELD CONDITONS HAVE BEEN
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY 5. DRIVEWAYS SHALL HAVE A MINIMUM 29 CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROiEC7ED WITH SOIL STABILIZA77ON IDENRFTED IN THE FINAL GE07ECHNICAL REPORT FOR THE PROJECT. ONE COMPLETE COPY OF THE FINAL GEOTECHNICAL REPORT COMPILED
NTH ALL CONDIRONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE NTH REGARDS TO THE HAULING OPERA PON. THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUA7E IMPAMP. MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL RMES fROM THIS STUDY, NTH MY RECOMMENDAPONS, MLL BE SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, IF REQUIRED.
11. UPON FINAL COMPLETON OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL 6. ALL STORMWAiER IMP/BMP FACILITES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY TRAINING LGC GEO- ENVIRONMENTAL, INC.
RELEASE OF SECURITY AN -AS GRADED CERfl YON' SHALL BE PROVIDED STABNG.• °THE GRADING UNDER PERMIT N0. XXXX -G HAS CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTON IN THE CITY OF ENCINITAS SHALL BE 7RAINED TO BE FAMILIAR WiTH THE CITY 27570 COMMERCE CENTER DR. SUITE 128,
BEEN PERFORMED IN SUBSTAN77AL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED q�D GF O�0
PLAN" THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER NHO CERBRES SUCH GRADING 7 THE INSTALLATON OF ADDITONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR OF ENCINITAS STORMWA7ER POLLU77ON CONIROL REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. 7EMfCULA CA, 92590.
OPERARON. THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED THE PROPERTY OWNERS) AND THE PRIME CONIRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATFR REQUIREMENTS AND THEIR (951) 297- 2450f�
OWN RESPONSIBILIRES No. 1257 FF
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECRON HE SHALL INSPECT AND 8. ALL EXISBNG AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY NTH STORM WATER BEST MANAGEMENT PRACRC£ T
CERTIFIED IN R c
TEST THE EXCAVARON PLACEMENT AND COMPACBON OF FILLS AND BACKFILLS AND COMPACRON OF TRENCHES HE SHALL SUBMIT SOILS REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUS77BLE ROOF THAT WILL NOT ALLOW RAIN WATER TO WASTEMANAGEMENT BY DATE ENGINEERING
REPORTS AS REQUIRED AND WILL DE7ERMINE THE SUITABILITY OF ANY FlLL MATERIAL. UPON COMPLEBON OF GRADING OPERA77ONS HE ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL G f5
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTON MATERIALS DUMPING OF ROBERT L, GIREGOREK ll 1357 EXPIR / q J'9TExp.
SHALL STATE THAT OBSERVARONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSIFR AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS SNICYY �iLOr� { FOF CA���Q
EMBANKMENTS AND EXCAVARONS ARE ACCEPTABLE FOR THEIR INTENDED USE. TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCD MDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE PROHIBIIED.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVAD SURFACES TO PROVIDE POS177 E DRAINAGE AND PREVENT PONDING OF ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED 0IL1 GREASE STATEMENTOFENG /NEEROFWORK
WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERRES OR FINISHED WORK ON THE 97F AND SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY NO SEEPAGE FROM ANY DUMPS7ER SHALL BE DISCHARGED INTO STORMWATLR BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS
SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNRL SUCH TME AS PERMANENT DRAINAGE AND SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYS7EM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS TO DIVERT THE NATURAL STORM RUNOFF. DUMPS17ES SHALL BE CHECKED FREQUENTY FOR LEAKS DUMPS7ER LIDS SHALL REMAIN CLOSED THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE GENERALLY ACCEPTED
EROSION CON7ROL MEASURES HAVE BEEN INSTALLED. STRUCTURE. AT ALL ROBES DUMPSiERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WiTH TARPS IN STANDARDS AND PRACBCES OF 7HE ENGINEERS 7RADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FlLL SHALL BE PLACED IN ACCORDANCE WITH STANDARD ORDER TO AVOID RAIN CONTACT NTH ANY iRASH MATERIAL. HEREIN SHALL BE IN ACCORDANCE NTH THE RULES AND REGULA77ONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE
LEUCADIA WASTEWATER DISTRICT- GENERAL ENGINEER COMROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF
SPECIRCABON. ALL VEGETABLE MATTER AND OBJECRONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE MANY CONSTRUCTON MATERIALS, INCLUDING SOLVFNiS WATER -BASED PAINTS VEHICLE FLUIDS BROKEN ASPHALT AND CONCRETE WOOD, ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTRY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A Df1ERMINABON BY THE CITY OF
UPON POSE THE FILL IS TO BE PLACED. LOOSE FlLL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. 1. ALL WORK AND MATERIALS RELAIFD TO LAD SEWER DESIGN, MATERIALS, AND CONS7RUCTON SHALL CONFORM TO IHE LOO SEWER AND CLEARED VEGETARON CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED ENCNITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE
THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL
BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH 7ECIRCA7701VS STANDARD SPEC AVAILABLE ON THE LWD WEBSITE AT HTIP.;IAM..LWWD.ORG/DEVZ•LMPE S STANDARD -SPECS AND TO THE REQUIREMENTS OF AS HAZARDOUS WASTE. FOR INFORMA77ON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL 7HE HAZARDOUS WASTE HOTINE TOLL FREE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND
OF THE STANDARD SPECIFICARONS FOR PUBLIC WORKS CONS7RUCTON (GREENBOOK AND THE REGIONAL STANDARD DRAWINGS MOST AT (800) 714 -1195 FOR INFORMAPON ON LANDFILLS AND TO ORDER DUMPS7ERS CALL EDCO AT (760) 436 -4151. HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY
15. CUT AND FlLL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS 5250011 CURRENT EDITONS IN THE EVENT OF CONFLICT THE LOD SEWER STANDARDS GOVERN. ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND H!S/H£R AGENTS OR EMPLOYEES ACBNG
THE SLOPES OR EXCAVA17ON AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND IRIMMED AS DIRECTED BY THE ENGINEER OF OORK POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
AND LEFT IN A NEAT AND ORDERLY CONDIRON. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVARON OR 2. CONTRACTOR SHALL CCTV INTERNALLY INSPECT All GRAVITY SEDER FAgLIBES CROSSED OVER OR UNDER, BOTH BEFORE AND AFTER
EMBANKMENT SLOPES NEE ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL NEW IMPROVEMENTS ARE CONSiRUC7FD. HIGH QUALITY DIGITAL CCTV VIDEO SHALL BE PROVIDED TO LWD FOR REVIEW AND RECORD PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY /
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. SIGNATURE. DATE
PURPOSES PRIOR TO COMMENCING NEW WORK AND FOCLOMNG COMPLEBON OF NEW WORK. THE CCTV DOCUMENTABON WiLL BE SUBMITTED CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PER SURFACES QRQ�E$$/
VINCENT L. SAMPO
TO THE DISTRICT 15 CALENDAR DAYS PRIOR TO COMMENCEMENT OF WORK THAT NLL CROSS A GRAVITY SEWER.
S
L
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECRONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF Off THE S
SPE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM ALL CONSTRUCTON DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTNELY CHECK
UNSIGH7IY DEBRIS APPROVAL OF LOCABON OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CiTY ENGINEER PRIOR 3. CONTRACTOR SHALL BE AWARE THAT LOD FACIURES PROVIDE WASTEWATER CONVEYANCE 7REATMENT, AND DISPOSAL TO THE PUBLIC AND CLEAN UP MATERIAL THAT MAY HAVE 7RAWLED AWAY FROM CONSTRUCBON S17E COMPANY.• SAMPO ENGINEERING, INC. =' ? No 44173 o z
TO THE DISPOSAL OF ANY SUCH MATERIAL. 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LWD OR THEIR CONTRACTORS MAY NEED ACCESS TO FACIURES FOR OPERATONS, ADDRESS. 171 SAXONY ROAD, S7F 213 ENCINITAS CA. 92024 cr-
MAINTENANCE, OR EMERGENCY REPAIR AT ANY TUE. THE CON7RACTOR WILL ENSURE THAT ACCESS TO THE FACILITES IS MAINTAINED AT FOR MORE INFORMA17ON DN S7ORMWA7ER POLLURON CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING PHONE NUMBER: (760) 436 -0660 06 -30 -19
17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISiENT WiTH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES ALL RMES (DURING CONSTRUCTON AND AT 7HE END OF EACH CONSTRUCTON DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED TO DEPARTMENT CITY OF ENCINITAS AT (760) 633 -1770. RCE EXPIRES. • 6130119 ` CI V1�
LOCAIED SHALL EPR07EC D SIREET RIGHT-OF-WAY ON UNLESS SPECiFICALLY CITY EASEMENIS ARE
APPROVED REFERRED TO AS CITY
NORGRADING TREES OR ASSIST WITH ACCESS WHILE WORKING AROUND LOD FACILITES NOTIFICATIONS: 9TFOF CAS
DISiURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY iREE DRIP LINE AREA (THE AREA FROM THE 7RUNK OF A 4. CONTRACTOR SHALL TAKE ALL PRECAU77ONARY MEASURES NECESSARY TO PROiECT LE FACILRES AND STRUCTURES DURING
7REE TO THE OUTERMOST EDGE OF THE 7REE CANOPY PROJECTION ON THE GROUND). !F A CITY TREE IS NOT CLEARLY LABELED TO BE CONSTRUCTON. SHOULD THE CONTRACTOR AT ANY TME DAMAGE LO OR PRIVATE SEWER LATERAL FACILITES, THE CONTRACTOR SHALL 1. THE EXISTENCE AND LOCABON OF UNDERGROUND UNITY PIPES AND STRUCTURES SHOW ON THESE PLANS WERE OBTAINED BY A N8934'30 °W 197.80'
REMOVED, IT MUST BE PRO7ECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISBNG UTLIRES EXCEPT AS SHOWN ON THESE - - 1
DISTURBED UNLESS THE PLAN iS REVISED TO ADDRESS THE TREE REMOVAL. IMMEDlA7ELY STOP WORK, NORFY LOO, MINIMIZE AND CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACLRES TO THE _ - - - - I
SARSFACTON OF THE LOD ENGINEER AT NO COST TO LOD INCLUDING INSPECTON AND ANY BYPASSING REQUIRED TO SEWER FACILITY PLANS, HOWEVER.• THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTONARY MEASURES TO PR07ECT ANY EXISTNG UTLIRES OR DAYLIGHT EXIST DRIVEWAY 1
SANIIIEGUITOWATERD /STR /CTNOTES OPERA77ONS DAMAGE CAUSED TO SEDER FACIURES SHALL BE REPAIRED IN ACCORDANCE NTH ALL APPLICABLE LOD STANDARD STRUCTURES LOCATED AT iRE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID _ �I
SPECFICABONS AND DRANNGS SUBMIT FOR LOD APPROVAL PRIOR TO REPAIR. UPLI77ES OR S7RUC7URES PRIOR TO ANY EXCAVARON, FOR VFRIFICATON AND LOCABON OF UTLIRES AND NOPRCARON OF
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECFICATONS OF THE COMMENCEMENT OF WORK.• g NEW ono EXIST. BLDG.
CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
5 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVEN77NG SEWAGE SPILLS, • CONTAINING ANY SEWAGE SPILLS; RECOVERY AND A. SEWERS - LEUCADIA WASTEWATER DISTRICT - (760) 753 -0155 O = ACCESORY UNIT g LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK ADJACENT TO LOD FACILIT C�
ES OR ALLONNG A SEWAGE SPILL OR B. GAS & ELfC1RlC - SDG£ - (760) 438 -6200 .W I --- NEW
FAILURE TO PREVENT A SEWAGE SPILL MIKE PERFORMING THE WORK. CONTRACTOR NLL BE RESPONSIBLE FOR ALL CLEAN UP COSTS AND C. WATER - SAN DIECUITO WATER DISTRICT - 1- 800- 227 -2600 = o NO
2 REVIEW OF THIS PLAN BY SAN DIEGUITO WA1FR DISTRICT DOES NOT CONSTTUIE REPRfSENTARON AS TO THE ACCURACY OF, THE ='' NEW ADDIRON
PENAL TES ASSESSED TO THE DIS7RICT AS A RESUL T OF A SEWAGE SP /LL CAUSED BY THE CONTRACTOR. D. TELEPHONE - SBC BELL - 760 489 -3411 21 I NE I OORK
LOCABON OF OR THE EXISTENCE OR NON - EXISTENCE Of ANY UNDERGROUND UNITY PIPE OR S1RUC1URf N1HlN THE LIMITS OF THIS ( ) O NEW pO POOL
PROJECT E. CABLE TV -COX COMMUNICATONS - (760) 806 -9809 X2233 = g I NEW GARAGE DECK I g 13-
z
6 CONTRACTOR SHALL NOTFY LE A OEEK IN ADVANCE OF PLANNED CONSTRUCTON ACTVITES IN THE AREA OF WORK P0IENTALLY Q PERMEABLE I &SPA I EXITS x n
AFTECTNG LAD SEWER FACILITIES _ GRASSCONCRff LPL
3. ALL EXISTNG FACILITES, WH /CH MAY AFFECT FINAL DESIGN, /.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNfCRON SHALL 2. CONTRACTOR SHALL NORFY THE C/TYENGINEERS OFF/C£ 48 HOURS PR /OR TO BEGINNING ANY WORK ON 7NIS PROJECT _ I -BLDG. I
BE FIELD VERIFIED. ALL EXISBNG OR PROPOSED URLITY CROSSING WRIIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON 7. CONTRACTOR SHALL NOTFY LOD NTH 48 HOURS PRIOR TO EXCAVABON OF SEWER UNDERCROSSINGS OVERCROSSINGS OR PARALLEL PHONE. (760) 633 -2770. J � � W c
IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS OVEN WNITTEN PERMISSION BY SAN DIEGUITO r r - DAYLIGHT
WATER DISTRICT. INSTALLA77ONS NHERE SEWER MAYBE EXPOSED. SAWCUT _ (NEW BASIN I w r
J. THE CONTRACTOR SHALL GIVE 24 HOURS NORC£ ON CALLS FOR INSPECTON. PHONE. (760) 633 -2770. ALL WORK PERFORMED LINE ," �. z
NTHOUT BENEFIT OF INSPECTON WILL BE SUBJECT TO REJEC77ON AND REMOVAL. WORK AREA N8934'30 °W 197.80'
8. COORDINATON, SUBMITTALS, AND NOTFICATONS SHALL BE MADE BY ] ELEPHONE AND EMAIL TO MR. !AN RIFFEL AT 760 - 753 -0155 / z
4. CONTRACTOR AND ONVER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY £XISRNG WATER FACILITY (FIRE HYDRANT � z
METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFIECIFD BY THEIR PROJECT. ALL AFFECTED WATER FACILITES MUST MEET CURRENT IRIFFE16L MD. EMERGENCY CONTACT CAN BE MADE AFTER HOURS TO L0 AT 760 - 753 -0155. w s
EARTHWORKDATA
WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS !F FACILITES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED STORM WATER STATEMENT MAXIMUM VERRCAL DEPTH OF CUT = 7.7 FEET KEY MAP
TO CURRENT STANDARDS AT THE OWNERS EXPENSE. THIS PROJECT IS CLAS57FIED AS A `STANDARD DEVELOPMENT° PROJECT PER CITY OF ENCINITAS STORM WATER CHECKLIST THE PROJECT MAXIMUM VERTCAL DEPTH OF FILL = 2.1 FEET KEY
5. UTLIRES TO MAINTAIN MINIMUM 5 -FOOT SEPARATON WHEN PARALLELING WATER SERVICES PROPOSES TO INCREASE THE TOTAL IMPERVIOUS AREA FROM THE EXISTNG CONDITON BY 1,110 SF. CUT= 411 CY SCALE 10=40'
flU = 97 CY
6. MINIMUM HORIZONTAL SEPARATON OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN BMP PROJECT STATUS
THE BMP EFFEC17VE AREA (62.5 SF) HAS BEEN SIZED AT 4X OF THE NEW AND REMOVED AND REPLACED IMPERVIOUS SURFACES EXPORT= 314 CY
DIEGO GAS AND ELECTRIC VAULTS REMEDIAL = 431 CY (3.0' REMOVAL AND RECOMPACRON UNDER, AND 5' OUTSIDE OF BUILDING AREAS) STANDARD
7 ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN DISTURBED AREA= 11,188 SF
FRONT OF THE PARCEL THEY ARE SERVING IMPERMEABLEAREAS CALCULATIONS LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS PLANNING DIVIS /ON PARKS AND RECREATION SAN D/EGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
IMPERVIOUS AREA PRIOR TO CONSTRUCTON. 6,755 SF
8. CALIFORNIA STA7E LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTON OR REPAIR OF IMPERVIOUS AREA AFTER CONSTRUCIA)k 7,865 SF PUBLIC SEWER SYSTEMAPPROVAL
ALL POTABLE WATER SYSTEM EFFECRVF JANUARY 1, 2010. IN COMPLIANCE NTH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS A ROVED BY..,LWDDISTRICTENGINEER
TO BE NO -LEAD BRASS PARTS IMPERVIOUS AREA INCREASE.• 1,110 SF
IMPERVIOUS AREA NEW/REMOVE AND REPLACED: 1,528 SF C33692 Zt - �� ? 2 q
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SER14CES SHALL BE PROVIDED NTH CATHODIC PR07EC77ON IN RIO- RETENRON BASING SIZING. • 1,528X 0.04X= 61 SF D S. 717SON, PE RCE DATE
ACCORDANCE NTH WO -iT OR WC -18. ACTUAL BASIN = 62.5 SF (5'X12.5) DEXTER WILSON ENGINEERING, INC. 6/30/2020 SIGN IDAiE SIGN DATE SIGN DATE SIGN DATE N DAIE
FIRM EXP. DATE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ASBU/LTAPPROVALS DESIGNED BY DRAWN BY I CHECKED BY'
AO AO VLS ENG/NEER/NGDIVIS /ONAPPROVALS C /flOFENC /N /TAS- DEVELOPMENT SERVICES DEPARTMENT DRAW/NGNO.
CITY OF ENCINITAS SURVE Y CONTROL POINT N0. 1024, TNT. DAiF PLANS PREPARED UNDER SUPERVISION OF RECOMMEN D: S APPROVED: GRADING PLAN FOR: 1061 SAXONYRD.
PUBLIC OORKS
FOUND 1.5 DISK IN SIDEWALK IN THE SOUTHEAST VINCENT L SAMPO DA IF DATE 3 Zt % JES 1 EDWARD J. W7/ CORONDON/RES/DENCE �3970�G
QUADRANT LEUCADIA BLVD. AND ORPHEUS AVENUE, 3T PLANNING
EAS7ERLY OF 7RAMC SIGNAL. REVEWER �It- R.C.E. NO. 44173 APN.•254-361 -10
CITY ENGINEER DATE VINCENT L. 'SAMPO 518 / S
ELEVA770h: 178.543' DATUM. NA W88 INSPECTOR ENGINEER OF WORK EXP: 6 30 19 DATE q DA7E ' t PLANNING CASE NO: NA SHEET 1 OF
CONSTRUCTION NOTES,
L EXISTING TOPOGRAPHY SHOWN HEREON PREPARED BY SAMPO
ENGINEERING ON 12/19f17. PROPERTY LINE BEARINGS AND
DISTANCES SHOWN HEREON CALCULATED PER MAP 1992. PROPERTY
MONUMENTS WERE DILIGENTLY SEARCHED FOR AT ALL FOUR
PROPERTY CORNERS, BUT NO MONUMENTS WERE FOUND. MONUMENTS
FOUND OFFSITE HERE USED TO DETERMINE PROPERTY LINES
2 A PRELIMINARY PILE REPORT PREPARED BY LAWYERS RILE
COMPANY DATED JULY 17 2017 AS FILE N0. 317318814. WAS
REVIEWED FOR EAIS17NG 61V -SITE EASEMENTS SAID 777LE REPORT
REVEALED NO EASEMENTS OTHER THAN ONE EASEMENT SHOWN ON
THE ORIGINAL SUBDIO96N MAP 1992, WHICH HAS BEEN PLOTTED
HEREON.
J. ALL ON -SITE STORM DRAIN DRAINAGE SWALES AND BMP AREAS
ARE PRIVATE AND SHALL BE MAINTAINED BY THE'PROPERTY OWNER.
4. WALL ELEVATIONS SHOWN HEREON MAY VARY DURING
CONSTRUCTION DUE TO EXISTING GRADES AND SOIL ENGINEER
RECOMMENDA TONS. SOIL ENGINEER SHALL DETERMINE RNAL WALL
F0077NG DEPTHS
5, ROOF DOWNSPOUTS TO BE DISCHARGED INTO PLANTER
LANDSCAPE AND BIO- RETENTION AREAS PRIOR TO DISCHAARGE To THE
SA77SFACPON OF THE CI TY ENGINEER. HA TER SHALL NOT BE
ALLOWED TO POND ON 97E AND SHALL NOT DRAIN TOWARD BUILDING
FOUNDA PONS.
6. ALL EXIS77NG AND PROPOSED UTILITY LINES SERVING THE SUBJECT
PROPERTY SHALL BE INSTALLED UNDERGROUND.
7, CONTRACTOR TO LOCATE AND PR07ECT IN -PLACE EXISTING WATER
SERVICE AND WATER METER
6 EXISTING SURVEY MONUMENTS SHALL BE PR07ECTED IN- PLACE, IF
ANY MONUMENT IS DIS7URBED OR DESTROYED IT SHALL BE REPLACED
BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD
OF SURVEY SHALL BE FLED NTH THE COUNTY PRIOR TO RELEASE
OF SECURIIIES. A SEPARATE MONUMEN TA 77ON BOND MAY BE
REQUIRED AT THE DISCRE77ON OF THE CITY ENGINEER.
9. ALL STREET SIGNS UGHT� LAMPS URLIRES ETC. LOCATED WITHIN
THE PUBLIC RIGHT -0t WAY SHALL Br PROTECTED IN PLACE DURING
CONSTRUCT70N OR REPLACED TO THE SARSFACRON OF THE CITY
ENGINEER
10, ALL IMPROVEMENTS BUILT IN THE PUBLIC RIGHT OF WAY NOT TO
SAN DIEGO REGIONAL STANDARDS ARE TO BE PRIVATELY MAINTAINED
BY THE RESIDENT,
SLABS SHOULD BE A MINIMUM 5 -INCH THICK AND
W BOTH DIRECTIONS W1H BARS AT 12 INCHES ON
71H DIRECBONS CONCRETE FLOORS SHOULD BE
ITH A MOISTURE -VAPOR RETARDER CONSISTING OF
VAPOR BARRIER. 2 INCHES OR MORE OF CLEAN SAM
'LACED ABOVE AND BELOW THE MEMBRANE TO PROMO
ING OF 7HE CONCRETE. UNLESS DETERMINED 01HERN.
ENGINEER. JOINTS AND REINFORCEMENT PER SOIL
12. BMPS SHALL BE PRIVATELY MAINTAINED AND THE FACIL17iES NOT
MODIFIED OR REMOVED WTHOUT A PERMIT FROM THE CITY.
13, GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER
POLLUBON CONTROL SHALL NOT BE MODIFED M7HOUT A PERMIT
FROM THE CITY.
14. CONCRETE DRIVEWAY SHALL NOT BE LESS THAN 4 INCHES PCC
OVER 12 INCHES OF COMPACTED SUBGRADE SOILS SUBGRADE SOILS
SHOULD BE COMPACTED TO A MINIMUM OF 90 PERCENT OF THEIR
LABORATORY MAXIMUM DRY DENSITY, CONCRETE SHOULD BE
REINFORCED NTH NO. 3 BARS PLACED 18 INCHES ON CENTER IN
BOTH DIREC PONS UNLESS DETERMINED 07HERNSE BY THE SOIL
ENGINEER. JOINTS AND REINFORCEMENT PER SOIL ENGINEER. THE
DRIVEWAY SHALL HAVE 8 INCHES BY 8 INCHES THICKENED EDGES
15 4 -INCH PCC OVER 4 -INCH SAND REINFORCED NTH NO..3 BARS
AT 18' IN BOTH DIREC77ONS AT MID -SLAB, UNLESS DETERMINED
07HERN5E BY THE SOIL ENGINEER, ALL CONCRETE SLABS SHALL
HAVE 8 INCHES BY 8 INCHES THICKENED EDGES
R
P NEW
L
R/W
I 3.00'
10.00' �If■
EASEMENT FOR I
PUBLIC STREET I
RIGHT -OF -WAY I
I
249.0 T NEW GRADE 2 2-
F��9s 7
2.212 18
25212 EP 25268 TE i LEGEND SYMBOL
25254 EP PROPERTY BOUNDARY - - -
x252.90
PROPERTY LINEIR191T OF WAY
N
SET BACK LINE - -
o EXISRNG CONTOUR - -- -82
ENCROACHMENT MAINTENANCE AND REMOVAL EXISTING ELEVATON X 8243, (8243)
AGREEMENT RECORDED Aftt.%o 1 AS DOCUMENT _I OT
NUMBER Zb%dk- 116158. OF OFACIAL RECORD. s JT 7 NEW CONTOUR 83
`'sue 40,00' 1
NEW ELEVATION 83.30
2000 2000 10' MDE EASEMENT FOR PUBLIC STREET RIGHT- OF-NAY TO NEW CURB
=' THE CITY OF ENCINITAS RECORDED MM -ll 201'1 AS
n \ Q o DOCUMENT NUMBER Zd9-110S1z. OF OFFICIAL RECORD. DAYLIGHT LINE II
�� N8954 T0'W 197.811' �� 264.65 TW
AC PAVEMENT II -II -III - - - - - = - - - - -rye - - - - - ,� - - _� - - - 265 - - DRAINAGE SWALE
751.3G 79 I - X r X -- - -- X - -- X r - -�- X -.- - X - EQ - X X - -- - q' _ - - -
2y8 EP CHAIN Llltk o5 CHAIN LINK IEAlCE - �; X = 2 - - X ' _ -- Xx2666- ` , r `3?V` 0.5 DIRECTION OF FLOW
25169 7B EQ 3 54�� ong0� ��S- - - -p ' +�6 - 3 -- c C+ ` WA, ! X66 2o�HALN L1Pik F NU % �j
J 751:34 EP _ tih o °__,._262 x261,8 I o CONCRETE SURFACE
r
4' \ ° - _ RG - - ASPHALT s26P.72 ° �� Cv "NC 1 2 X765 0» D1A('11 3
�s 5 1 fife E, fiEP F� a� i ,267 RETAINING WALL
� I _\ 7R iE I � CONCRETE MASONRY RET �
CRY If NA Y
AC PAVEMENT
_0
OIECT 8 1 s �7i� 18" 0 /A. � 310- RETENTION BASIN
0 1 N a DRIVEWAY w 26,.10 _ l �_ J TREE \ b�°
y 8 n IN- PLACE) PA ` c 2S2 , ��
PERMEABLE GRASSCRETE PAVERS
�, °� � �, �, +. � x2623 �.
g 7 v I w DR/ ;e � ° � � 26156 � . \ � �,' x
- - -� ° - ry�
° h , 14 G,: GM �fi ^ TFR ° I °rnu I \ I v PERMEABLE PAVERS BY UNI -ECO STONE
- 2 `�• I �' � 9% 2.900 EP ' tt
- }- ii- il-1. L4i 2 "1.5 " 1� \ 4
p y5• IV 1 1Y -. I 9• 260,69 \ \ SUB -DRAIN SUB- - - (�
-,,. - - .0-1 E � 1 2 ¢ � ' x262.2 � _.
0 U °g�:Jf -SU SUB 6 11 ' �`� z STORM DRAIN -SD- -
�� ( 7 � I � � x269
° - - - -- - - 9 15 0 7 1 I I � PRIVATE CATCH BASIN -M-SD-
J j �1 �, 2 - 257.76 L 1261.62 FF FF EZ 261,62 I !6'7x +"
24489 iB I - -I- � x262 26759 FL
r: \ I KEYNOTES.
2874 EP x I %20.00'b._o 8 10.00' 6.9X L h 918 g 1�- X ✓` �` -~\ 1 h' 8 14 PAD EL 261.0 - - 5
F 12'XI2" ' ' �I
24978 L X 8 `54 1 X DEMOUSH/PROTECTIN- -PLACE
5 g -GRATE INLET
J 252 x ACOE55CRY DNIILING UNIT ; TG 261.4) , i
Q 7 W 5 1 1 `�' ' i. DEMOLISH EXIS77NG BERM
� ( � z 7 ������ -� FEEL• 25200 s .; _ (I 1 to 1
'2,,, I PAD EL 251.3 - or.JJ i (11 2. REMOVE EXISRNG BLDG EXTERIOR PER ARCHITECTS PLAN
6.52 1 laz: A V \ c1 1 26240 I z 3
z V °� \ } �'3 1 I \� 0 J. PROTECT FENCE IN -PLACE
� I g Jul ' 2 % - -` 4" PVC RISER 1 � ( ZsZOp T� 11 2 �� ` I' + 4. PROTECT EXIS77NG BUILDING PER ARCHITECTS PLAN
3 - 259,9x [[ /F 2• I
3 ` 5. DEMOLISH PORRON OF EXISTING FENCE
EX SEWER 21 I- Il_ t- I 26175 _ 261.50 261.6; I (I
1 \ 252' 251,6x t 7 6. PROTECT EXISTNG WATER SERVICE IN -PLACE
�Q LATERAL 8 J L 1 2511 �- 2 2562 7 I I x 61.7 x2621 7. DEMOLI-W EXISTING AC PAVEMENT
S - 7 ` IE i SUB - - 7 {T - - I REWLENICE I o 25 II I
1 0�� \• 5\ 2 3 ' 1261.76 I i �h • I "" RYSB I 8. PROJECT AC PAVEMENT IN -PLACE
18 <• ?54- 361 -. 10 S
w A 1V.
<< I. ( 7 26128 LP o
I �� I 260.99 TB I ? CRASS ' I' 1 e g 9. DEMOLISH EXISTING 2" DRAIN PIPE
`SAWCUT 21X 2.8X 9 26059 EP ' I �, 11, DEMOLISiI EXISTING CONCRETE WALKWAY PER ARCHITECTS PLAN
W \ LINE m 2 7 y a a J Z 2� /� x251.3 16 AC Bc M o I x261.3 10 10. DEMOLISH EXISDNG CONCRETE
I26(1 1.08 TB rj v G. tf1
�� LLI �A 111\
� I ' ° i 13
8 26262 �FS I' g 12. PROTECT WALL IN -PLACE
L I b TREE I i' s 13. PROTECT TREE IN -PLACE
iOXIJ �����III�LLLI 1 17 x261.0J� i, .,� c� i+ S
. 5 j n, I I N 261. 61 1 'ann� 264 5 x 14. PROTECT CONCRETE DITCH IN -PLACE
24.0' I I I LL x255 1 % BLDG ? J:
4ff.62 7B I { 2 9.2 *251.0 L PERMEABLE - L L L L- 251,6x 7 \ �- ADDITION �� 15. PROTECT INLET IN -PLACE POOL
2`L'.c,'
246.37 EP x I 4 . T x J $ GRASSQ4ETE L 1 1 % I �/ AF EL: 262.66 REP a I 16. DEMOLISH EAIS77NG CHIMNEY
247.63 x251 ' DRIVEWAY Z 25177 a I I PAD EL' 2620 261J2 I i ¢ 17. PR07ECT EXISTING CONCRETE IN -PLACE
15,8' 8.2' 80' ; 13.8' \ I I' 51 .� GARAGE 18 I 11 x i ! <,;, a - 261.73 18. REMOTE AND REPLACE MAILBOX
PAD EL 251,1
s 21X I CONC. a I
x260;; 1 EXISTING 10' MDE EASEMENT 19. REMOVE AND REPLACE GAS VALVE
21 J GRASS I 2ot.25 a ° FOR PIPE LINE GRANTED TO
x I I I SAN DIEGUITO IRRIGARCIV 20. REMOIg AND REPLACE ELECTRIC BOX
i k ro x251 i �Ltt�p =18-1:: 2 x 262.66 FF 26216 11 x261.82 � I I " �ii DISTRICT PER MAP 1992 21, PROTECT POWER POLE IN -PLACE
L L L L L_� ERT I I x a i q d�I 22. PROTECT AC BERM IN -PLACE
I 54.3 %61.0 2 261,1 a I �s
� t L L L L _ L L L LI cI - I � T s 2J DEMOLISH POR77ON OF EXISDNG 2" DRAIN PIPE .t16 IF AND CONNECT
D I �' 1 16 �{ 3 8 5 6242 50 IE I 1 OO STEP . ° ?6x1 [61.66 (iI NEW 6' PCV STORM DRAIN TO CURB OUTLET
LOX 9 x251.6 0 G 251.80 26 44 FS s I �6� X� 4 PL BRICK PA ?� IiI 24. PROTECT EXIS77NG SEWER LATERAL IN -PLACE AND REUSE TO SERVE
7 ,,I V Lx f' I I- - -_" �� /E25080, .. 262• 2 16' CHIMNEY C x ANTER I W; /STE °S ' i
21X 8 28i 25\ 1 252. 19 `` 19 FO 8 ° 6 261,58 TO VERIFY
rn 00 A g3• -- 261.61 °.
'a NEWIMPROVEMENTS.'AEl
5 ;, p -_ � r x 26.11 F7 7ft 250.00 _ 5 tti I .,, , S G �' 11
L \ " 5 j TG 249 11 0 DS EAVf -LINE _ - --
IEIN 2�p I / %v cZS CO 9 0 2601 x 26D 4 ° A - (6 W 11 �o � MAT TOY ENSTTNO � I. NEW BUILDING PER ARCHITECTS PLAN
9 IE 248.85 \, END N
CB ti 2_4�E� SD 2 " 4 5 ` �- GRASS MA \ + 2. STEPPING STEM WALL PER BUILDING PERMIT
AC PAVEMENT IF 248: $ 80. cp 5 - ?s �\ =257' _ _` ��0 1 �2 I / I 3. RETAINING WALL PER BUILDING PERMIT
FG, 24800 R 49 1 �C Z52.p _ - o '' c� 6 a/
0 80 IEM 1 x261.5/
4 RETAINING WALL PER SDRSD C -2
m B ti M: 248.80 ig , ,; LAND APING 's ?s6 - -` 4 Q
.t 2 �19 GRATE T FC2f 4 ¢ CONC. DITCH 'v- 4 1�� `R.` m �_
__�g- a +_ -` I 5. CONC P001 PA110 AREA SEE CONSIRUC110N N01E 15
Zq 1 11� J OS \ s agC - �- NG�DTCH -� 6. GARAGE NTH DECK ABOVE PER ARCHITECTS PLAN
2 4
244.20 EP r n S ?7 G ro 11 ` 5 3 - -- R -1 (NOT FLUSH)
7 6 CURB PER SDRSD G FL
x I 11 ti CHAT LGUK NCE -- -- -- n - - 8. 14' MDE PCC DRIVEWAY P SDRSD -14
\ 24525 3 v N89S430 W 197.80 CHAIN :`INK FENCE
\\ (( 7 21 6 u 3 h s� �3 9. 6'X20' PCC FLUSH CURB OR DEEPENED G -1 CURB
EW LW MH-�` 10. NOT USED
104 -2300 I ABBREWA TONS 11. MATCH EXIS77NG BERM
I �)
SUN 24' MIN., U.N.O. 12. NOT USED
RiM 244.64 AC. ASPHALT CONCRETE
Fy I GRASS OR ]LIRE LINED OP770N OVER CL• CENTER LINE 13. 3' MDE BY L 1' DEEP WEIR CUT OUT OF TOP OF WALL FOR DRAINAGE
ANCHORS (TiP.) LANDLOK TURF REINFORCEMENT GRASS CMU.• CONCRETE MASONRY UNIT
WV 245, "A 1 � 4" KEY WHERE SLOPE EXCEEDS 5X ��T fi QROFESS /pA CO. CLfANOUT SWALE
O ql CONC. CONCRETE 14. NEW EDGE OF PAVEMENT MATCH EXIST PAVEMENT
®WV I FOR ANCHOR S % ' FlNISN SURFACE �� NT L. S
' ✓� I o - - � �C`` q1j0 o, D DIAMETER
C BOX 15. 4" AC OVER 6' CLASS ll BASE, UNO BY SOIL ENGINEER
2 \ I TOP SOIL � o m EP. EDGE OF PAVEMENT 16. POOL AND POOL WALLS PER ARCHITECTS PLAN AND SEPARATE PERMIT
/ 1 MAX. \\\ - -I I I -I 4' MIN CONCRETE 7URF -STONE BY � No. 44173 A EM. ELEC7RICAL METER
_ III= \ =III -) I I =III =III BELGARD OR ENGINEER APPROVED EQUAL %'' %'' %'' x'' `'` ` 06 -30 -19 FF RNISH FLOOR 17. SPA PER ARCHITECTS PLAN AND SEPARATE PERMIT
_ ;J J , 2�X, , J s J2 C1V \\ �P FH FlRE HYDRANT 18. PERMEABLE GRASSCRE7E PAVERS PER DETAIL C
13.83 - BID- REIENRON BASIN OVERFLOW INLET I I =I I I- I I -I I I =I I I = = III =I I I =I I I =I I I =I I I 2' MIN 3 ' CLEAN 60.11]/ t qTF O�� B: FLOW 19. NEW PCC STEPS ON GRADE
8' CIA PVC STAND PIPE WTH HDPE OF CA\ \F
GRATE BY NDS" OR APPROVED EQUAL - III - III- II(II( -III -I I -III - III - III -I I ( -III- NGV` NATURAL GAS VALVE 20. CONCRETE STEPPING STONES ON GRADE PER SDRSD M -26 "
1250 _ _ _ _ OWE.• OVER HEAD LINE 21. 7 MDE PERMEABLE PAVERS WTH FLUSH CURB 51DES PER DETAIL "I
TG 248.80 I I -III I I- III - III - III - III -I I ( III - III -I I (- I 6' MIN PERMEABLE 3/4' BASE PP. POWER POLE 22. NOT USED
I UN,O. BY S01L ENGINEER 10 5 0 10 20 R RIGHT OF WAY
00 3' MDE BY i3" DEEP WEIR CUT OUT OF TOP -� I I- III - III - III - III III -) I I- III - III -III -I S� SEWER MANHOLE 23. AC PAVEMENT AND BASE MDENING 4" AC 16" CLASS Il BASE MIN U.N.O. 3
ai ti� X WALL FOR " DEEP FLOW C OUT 24890 11= I -I � ' -' ' I- III =III- I ' ' Ti . TOP OF BERM BY CITY ENGINEER
COBBLE I I =1 I I� �
COBBLE FOR ENERGY DISSIPATION
18' MIN. ENGINEERED SOIL
-' I ��� _III 3 '� 'SEE NOTE BELOW
Ii
8" LAYER
7' WIDE PERMEABLE PAVER CHOKER COURSE - 2" THICK OF OF 3/4" GRAVEL.
PARKING PER DETAIL '/" 118 TO 318 (NO. 8) AGGREGATE
BIO- RETENTION BASIN A
No SCALE
ENGINEERED SOIL LAYER 5T1ALL BE MINIMUM 180 DEEP SANDY LOAM SOIL MIX NTH NO
MORE THAN 5% CLAY C087ENT. THE MIX SHALL CONTAIN 50-60X SAND, 20-JOZ
COMPOST OR HARDWOOD MULCH, AND 20 -30X TOPSOIL
THE EFFECRVE AREA OF THE BASIN SHALL BE LEVEL.
NOTE.- BASIN TO BE PLANTED WTH ADEQUA7E WGETA770N.
CHANGE NO. DESCRIPTION I APPROVED I DATE
i I-i I I N07ES,•
i. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL
2 FOR GRASS OR TURF OPRON, INSTALL LANDLOK 7RM 450
TYPICAL DRAINAGE SWALE
TURF REINFORCEMENT MAT
NO SCALE H
�JI'IR I1�11
1f�7Ln= _u =n =II�Tf I�'II�'
7f-1I II IfF7f�W=
F11 II= 11= II II =1f.=
Ilk /
SCALE 1 =4' \1 �,
BENCHMARK AS BUILTAPPROVALS
INT DATE
CITY OF ENCINITAS SURVEY CONTROL POINT NO. 1024, PUBLIC WORKS
FOUND 2.5 DISK IN SIDEWALK IN THE SOUTHEAST VINCENT L SAMPO DATE
QUADRANT LEUCAD/A BLVD. AND ORPHEUS AVENUE, 37' PLANNING
EASTERLY OF TRAFFIC SIGNAL. CITY ENGINEER D REViEWfR
ELEVA770N.• 178.543' DATUM. NAVD88 INSPECTOR
GRASSCRETE CROSS - SECTION �, SCALE: 1" = 10' W. W � METER 24 CONCRETE BROW DITCH PER D -75, TYPE 'B; MATCH EXISTING 0 BOTH o
JW 0
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SAH UT LINE P R� 1. 62.5 SF (5'X12.5) BID- RETEN7iCV BASIN PER DETAIL 'A' SIZED FOR °
GRAS 30.00' 4X OF NEW AND REPLACED IMPERVIOUS SURFACE AREA °
2X MINA AC PAVEMENT & (EASEMENT FOR PUBLIC 2 240 WOE VEGETATED DRAINAGE SWALE PER DETAIL B' 0 6.3X SLOPE
" 10,00
EXI[ BASE PER PLAN
� 20.00' STREET RIGHT -OF WAYJ 1 8" PVC (SDR -35) STORM DRAIN 01X SLOPE MIN.
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DESIGNED BY.
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PLANS PREPARED UNDER SUPERWSION OF
RECOMMENDED.- APPROVED.'
GRADING PLAN FOR:
1061 SAXONYRD,
DATE 3
CORONOONIRESIDENCE
13970 -0
/
R.C,E. NO.: 44173
JESS
EDWARD J. WMME
APN,' 154- 361 -10
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ENGINEER OF SAMPO WORK
EXR: V10 19
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DATE
PLANNING CASE NO: N/A
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CRUSHED AGGREGATE
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NOTE• CONSTRUCT SEDIMENT
20P BARRIER AND CHANNEUZE RUNOFF
MI �� SEDIMENT TRAPPING DEYICA
SEE CALIFORNIA STORMWATER QUALITY
ASSOCIA77ON (CASQA) STANDARD DWG. N0.
IC-1 FOR ADDITONAL INFORMAPON
L CORRUGATED LA
STEEL PANELS
25' MIN- -i
MATCH EXISTING GRADE
TYPICAL STABILIZED CONSTRUCTION ENTRANCE
NOTE: GRADING INSPECTOR MAY ALLOW CORRUGATED NO SCALE
S7ELL PANELS ONLY WITHOUT AGGREGATE.
24" WIDE (MIN.) WEIR OPENING
FOR DRAINAGE OVERFLOW
2 BAGS HIGH (T)p.) WHERE NECESSARY
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED
TRAFFIC
SEE CALIFORNIA STORMWATER QUALITY
ASSOCIATION (CASQA) STANDARD DWG. N0.
SE -4 FOR ADDITIONAL INFORMATION
9VEN FABRIC GRAVEL BAGS
STAGGERED (T?P.)
TVDI/NAI 11Cl A&^lrV1%LIC1%l/nAAJ
4" PVC PIPE FOR DRAINAGE
DEPENDING ON HELD CONDITIONS
TYPICAL INLETPROTECTION
1. SET POSTS AND EXCAVA7E A
4" WIDE X 4" DEEP
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS
SEE CALIFORNIA S70RMWAIER QUALITY
ASSOCIATION (CASQA) STANDARD DWI. N0.
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PROTECT EXIS77NG PAVEMENT AGGREGATF LAND 2 %_ pFR pU'N q // %fj \ \ \ %� /� /. ��09�� 7 THE POSTS AND EXTEND J. BACKFLLL AND COMPACT THE 30
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POST OR EXCAVATED SOIL. a
BEDDING COURSE - o
THICK 1/8' 70 318" (NO. 8 j\ j /� /� APPROVED o
/ / / / 20" MIN 4" 16" MlN /� \ \j� \`/C� EQUAL i 0
AGGREGATE /\ 0
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OF
CRUSHED
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No. 44173
6'X20" PCC fLUSH CURB 06 -30 -19
OR DEEPENED G -1 CURB ALL AGGREGATE MUST BE CLEAN ASHLD AND fREE OF HNES SAND SILT ETC. �T9 C1V1�" �`P N07F ^ o
( ) TF �� SEE CALIFORNIA STORMWA7ER QUALITY , z
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FLLfR HAS BEEN ADDED OF CA1-\E ALIERNABVE SILT FENCE CONS7RUCBON MAY BE USED -
-EACH COURSE SHALL BE WBRA TORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE CT �/ IF HRST APPROVED BY THE ENGINEER OF WORK AND ASS E-1 FOR (CASQA) STANDARD DWG. N0. n o ZS � i
SECTION ION X THE INSPECTOR SE -1 FOR ADDITIONAL INFORMATION li - M
- PERMEABLE FlL1LR FABRIC SHALL BE USED ALONG THE INTERFACE BETWEEN � ^ � � � o
THE 314" CRUSH ROCK BASE AND SUBGRADf. NO SCALE U 10 5 0 10 20 m s `o
-SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLYEXPANSIVE SOIL -SUBDRAIN MAYBE REQUIRED TYPICAL SILT FENCE Z ` 0
-PA W�R GAPS TO BE CLEANED OF DEBRIS AND OD FILER REPLACED PRIOR TO RNAL TO H > Q n �
SA77SFAC7701V OF ENGINEER INSPECTOR NO SCALE 'n Z � o
SCALE: 1" = 10' W s i
PERMEABLE PAVER CROSS - SECTION WITH CONCRETE EDGES
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CHANGE NO. DESCRIP(ION APPROVED DATE BENCHMARK AS•BU/LTAPPROVALS DESIGNED BY. DRAW DRA BY CHECKED BY.
AO AO I kzs ENGINEERINGD/V /S /ONAPPROVALS CITYOFENC /NI TAS• DEVELOPMENTSERV /CESDEPARTMENT DRAWING NO, W
IN I. DA 7E PLANS PREPARED UNDER SUPERWISION F RECOMMENDED: APPR00: GRADING PLAN FOR.• t
CITY OF ENCINITAS SURVEY CON7ROL POINT NO. 1024, 1061 SAXONYRD.
FOUND 2.5 DISK IN SIDEWALK IN THE SOUTHEAST WNCENT L. SAMPO DA 7E PUBLIC WORKS DATE 3 �Q CORONDON/ RESIDENCE 13970 -G e
QUADRANT LEUCADIA BLVD. AND ORPHEUS AVENUE, 37' PLANNING R.C.E. NO.: 44173 JESSE E W J. WIMM e
EASTERLY OF 7RAFFIC SIGNAL. REWEWER APN.• 254- 361 -10
I WNCEN7 L. SAMPO M
ELEVADON. 178.543' DATUM. NA W88 INSPECTOR ENGINEER OF WORK EXP: 6 30 19
DA )E DA1E PLANNING CASE NO. NA SHEET3OF3 0