2019-14496 G - LDEV-012123-2019 (Plans)RIGHT -OF -WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERM /T FROM THE ENGINEERING DEPARTMENT AT LEAST 48
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS,
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN
AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED
DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SI7F SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
2. THE SO /LS REPORTS TITLED 'REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION CT FKMIES LOT
SPLIT 1J75, 1387, 1389 HYGE/A AVENUE, ENCINITAS, CA APN 254 - 112 -07 -00' PREPARED BY GEOTEC/M/CAL
EXPLORATION, INC. DATED MAY 14, 2015 AND ADDENDUM LETTER, 'REPOR7 OF UPDATED GEOTECIWCAL
RECOMMENDATIONS, DATED DECEMBER 9, 2018, AID SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN.
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH INC RECOMMENDATIONS AND SPECIFICATIONS CONTAINED /N
SAID REPORTS.
J. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS
SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
S. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES
DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO
CONDITION EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR
DESTROYED SHALL BE RE -ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED
LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTA IN ALL SAFETY DEVICES, INCLUDING SHUR /NG,
AID SHALL BE RESPONSIBLE FOR CONFORMING 70 ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH
STANDARDS, LAWS AND REGULATIONS.
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1121 MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 O.M. AND 7:30 A.M. NOR ON SATURDAYS,
SAMOA YS AND C/ 7Y RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL CLNMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS BEEN HELD ONSITE
WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING
CONTRACTOR AND PERMTTEE. THE PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT
LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN
THIS PROJECT THE DEVELOPER SHALL SLISMI7 TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE
PROPOSED HAUL RODE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
It. UPON FINAL COMPLETION OF THE WORK WINDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING
APPROVAL AAB /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION' SHALL BE PROVIDED
STATING: THE GRADING UNDER PERMIT AV. j{¢ HAS BEEN PERFORMED IN SUBSTANTIAL CONFORRMCE
WI IN THE APPROVED GRADING PLAN OR AS SFWWN ON THE ATTACHED AS- GRADED PLAN'. THIS STATEMENT
SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND
BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL
DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL
STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS
OPINION, ALL EMBAN(MENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE
AID PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE 70 ADJOINING
PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF
FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERWNENT DRAINAGE AID EROSION CONTROL MEASURES HAVE
BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SKULL BE PLACED IN
TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SUVOTH SURFACE AID
UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EABANkMENTS SHALL BE SHAPED, PLANTED, AND
TRMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL
STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EABANKMENT SLOPES WHICH ARE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES
SHALL BE ROIOED IN ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE .MATERIAL SHALL BE COLLECTED, PILED OR
OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR 50 AS TO LEAVE THE AREAS THAT HAVE BEEN
CLEARED WITH A NEAT AIM FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION
OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AIM CITY ENGINEER PRIOR TO THE DISPOSAL
OF ANY SUCH RATER /AL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S IMBAN FOREST
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN
CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING
CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF
CITY TREE ROOT SYSTEMS SHALL OCCUR WI THIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK
OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS
NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS
ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO
ADDRESS THE TREE REMOVAL.
18 IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOCKAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING
ACRWTY, ME PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND- DIS7URB /TUG AC77WIlES IN
THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE 9OWFICANCE OF SUCH RESOURCES ME PROJECT APPLICANT
SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERWOES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY.
THE SIGNIFICANCE OF THE DISCOVERED RESOURCES) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN,
OR PALEOTOIOGST IN CONSULTATION WITH TH GEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL
RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERWCES DIRECTOR MUST CONCUR WIN THE
EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING AC77WDES ARE ALLOWED
TO RESUME.
19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE
PROJECT SITE DURING CON57RUCRON ACITWTY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER
AUTHORIZED REPRESENTATIVE SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONERS OFFICE BY TELEPHONE.
NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED 70
OVERLIE ADJACENT REMAINS AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND /OR A TRADITIONALLY AND
CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE
NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 509796 IF SUCH A
DISCOVERY OCCURS; A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF
THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR
THE TCA NATIVE AMERICAN MONITOR, AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS
FURTHER DEFINED BY STATE LAW, E CORONER WOULD DETERMINE WTHW TWO WORKING DAYS OF BEING NOTIFIED IF
THE REMAINS ARE SVB..ECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NARVE
AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WIN/N 24 HOURS THE
NAHC WOULD MAKE A DEIERMINATON AS TO 7HE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE
DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU (IN PUCE ),, OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO
WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -97E IN THE PRESENCE OF THE
ICA NA R AMERICAN MONITOR.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT THOMAS SCHROEDER AT (619) 884 -3660, 24 HOURS A DAY.
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON
(OCTOBER 1 TO APRIL 15.. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON 517E ON OCTOBER i AT CONVENIENT
LOCATIONS 70 FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEICES SHOWN ON PUNS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEICES 70 WORKING ORDER 70 THE SARSFACITON OF THE
CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADD/PONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER
DUE 70 AN WCMMPLE7E GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS
ONTO AREAS THAT ARE UNSAFE OR ARE P07EN71ALLY UNSAFE.
7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PUN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF
EACH WORK DAY.
9. ALL REMOVABLE PROTECRW DEICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE
f5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER
EACH RAINFALL
STORMWATER POLLUTION CONTROL
POST CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS
SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR 70 COLLECTION AND DISCHARGE ON70 THE STREET AND /OR INTO
THE PUBLIC STORM DRAIN SYSTEM.
2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A
PERMIT FROM THE CITY.
S ALL IMPERVIOUS AREAS WTH/N THE SITE SHALL DRAIN TO APPROVED BMP/7MP FACILITIES AND TO TURF OR LANDSCAPED
AREAS WIN ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS A AS MUST SLOPE TOWARD THE
APPROVED SUP/IMP FACILITY AND /OR THE TURF/LANDSCAPED AREAS
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAP£, DRIVEWAYS OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE
DRAIN DISCHARGES TO AN ADEQUATE IMP/6MP.
S DRIVEWAYS SHALL HAVE A MINIMUM 29 CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE
SYSTEM THAT IS DESIGNED 70 COLLECT RUNOFF AND DISCHARGE IT 70 AN ADEQUATE /MP118MP.
6. ALL STORMWATER /MP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED
OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
B ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WTH STORM WATER BEST MANAGEMENT
PRACTICE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAW AN IMPERVIOUS NON - COMBUSTIBLE ROOF THAT MU. NOT ALLOW
RAIN WATER TO ENTER THE ENCLOSURE THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE A BERM SHALL
BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMP57ER AND 70 PREVENT ANY FLOW OF
STORM WATER THROUGH THE TRASH ENCLOSURE AREA THE BERM CAN BE CONSTRUCTED WDE AND FLAT TO ALLOW ROLUNG OF
THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN
ADEQUATELY SIZED OL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PUNTERS OR THE STORM DRAIN SYSTEM. A SEPARATE
BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
SAN DIEGUITO WATER DISTRICT NOTES
1. WATER MAIN$ LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING 70 THE STANDARD SPEGFICARONS OF THE
CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASCI
2 REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONS777UTE REPRESENTATION AS TO THE ACCURACY OF,
THE LOCATION OF, OR THE EXISTENCE OR NON- EXlS7ENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WTH/N THE LIMITS
OF THIS PROJECT.
3 ALL EXISTING FACL17?a IMfICH MAY AFFECT FINAL DESIGN, LE., UNE CROSSING UNE PARALLELING OR PROPOSED CONNECTION
SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WIN /N 10 FEET OF PROPOSED WATER MA /NS SHALL BE
SHOWN ON IMPROVEMENT PLANS ELE07RICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY
SAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE
HYDRANT, METERS VALVES VALVE BOXES ETC) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACIURES MUST
MEET CURRENT WATER AGENCES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACIL177ES DO NOT MEET STANDARDS THEN
THEY 94ALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE.
5 UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WA ER SERVICES.
B MIN /MUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN ARE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULIS
7 ALL WATER SERVICES 70 BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS.
WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING
IM CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO-LEAD BRASS BE USED IN THE CONSTRUCTION OR
REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE W7H THIS LAW, THE DISTRICT SHALL
REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES BLOW ORS AND SERVICES SHALL BE PROVIDED W7H CATHODIC PROTECTION IN
ACCORDANCE WITH WC -17 OR WC -16
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND U77LITY RPES AND STRUCTURES SHOWN ON THESE PUNS WERE OBTAINED BY
A SEARCH OF AVAILABLE RECORDS 70 THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING U77UIIES EXCEPT AS SHOWN ON
THESE PLANS HOWEVER- THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 70 PROTECT ANY EYIS7WG
U7N77ES OR STRUCTURES LOCATED AT THE WORK SITE. IT 1S THE CON7RACTORS RESPONSIBILITY TO CONTACT THE FOLLOWNG
OWNERS OF SAID U77LI77ES OF STRUCTURES PRIOR TO ANY EXCAVATION, FOR WMITCATTON AND LOCATION OF U77UTES AND
N077RCA77ON OF COMMENCEMENT OF WORK.
A. SEWER - LEUCADIA WASTEWATER DISTRICT - (760)- 753 -0155
8. GAS & ELECTRIC - SDGE - (760)- 438 -6100
C. WATER - SAN DIEGUITO WA DIS7RICT- I- 800-227 -2600
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS- (760) -806 -9809 X -2233
2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR 70 BEGINNING ANY WORK ON THIS PROJECT. RHONE.'
(760) -63J -2770.
J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED
WTHOUT BENEFIT OF INSPECTION MU. BE SUBJECT TO REJECTION AND REMOVAL
STORMWATER POLLUTION CONTROL BMP NOTES
RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIWNG WATER.
CONTRACTOR SHALL POST A SIGN DESIGNA77NG THE WASHOUT LOCATION.
CONS77?UC77ON 97E ACCESS
A STABILIZED CONSTRUCTION 517E ACCESS SHALL BE PROVIDED FOR WEHICLES EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF S17F THIS SHALL INCLUDE USING MATER /AL SUCH AS 3' CRUSHED ROCK AND /OR
CORRUGATED STEEL PANELS/PLATES
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARKING VEHICLE REFUELING AND ROUTINE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE
OFF -SITE
EROSION CONTROL
EROSION CONTROL MUST BE FRONDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
I:(41Y.7NI /Vbl. /I:UIN; 719 /TB7.[Ntl iltl7•yl9f /1(9;iYM1MIg;7 /:(H;$A ff ;iYi7: /SI
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONS7RUC77ON 97E. CONTRACTOR
SHALL PR07ECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR
SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PUNNED
FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND
PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIWTIES ARE
COMPLETE.
I: LGLa I,c Y. fHfYb: 7MIIF9L�li `.IY.74Ei;lII�:71.7 /TlL9Il1M
ON -97E CONS7RUC77ON MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PUCE TO PREVENT SEEPAGE AND SPILLAGE.
CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR
SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-517F. ELIM /NA IF OR REDUCE POLLUTION
OF STORMWA TER FROM STOCKPILES KEPT ON -SITE STOCKPILES MAY INCLUDE SOIL, PARING MATERIAL$ ASPHALT
CONCRETE AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL
TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
FAMILIAR WTH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP N07ES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SHE THE PROPERTY OWNER(S AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR WIV RESPONSIBILITIES
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSIER SHALL BE DISCHARGED INTO STORMWA IER. BERMS/DIKES SHALL BE PLACED
AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPS17ES SHALL BE CHECKED FREQUENTLY
FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL DIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED
WITHIN STRUCTURES WTH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT
WITH ANY ]RASH MATERIAL.
MANY CONS7RUC77ON MATERIALS, INCLUDING SOLVENTS WATER -BASED PAWTS$ VEHICLE FLUIDS BROKEN ASPHALT
AND CONCRETE, WOOD, AND CLEARED WEGETA77ON CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE
TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL
OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL /FEE AT (800) 714 -1195 FOR
INFORMATION ON LANDFILLS AND 70 ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PUCE TRASH CANS AND RECYCLING RECEPTACLES
AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR
SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRA/N INLETS ON
PERVIOUS SURFACES
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORA/N. CONTRACTOR
MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON-SITE _ 6 H : 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 5 FT
MAXIMUM VERTICAL DEPTH OF FILL = 0.8 FT
CUT = 3200 C. Y. FILL 350 CY.
EXPORT = 3150 C. Y.
REMEDIAL 138 C. Y.
• ESTIMATE DOES NOT INCLUDE STRIPPW(35; UTILITY TRENCH VOLUMES OR ANY OWREXCAVA DON, IF
REQUIRED BY SIE CONDITIONS CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR
TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY
(CALCULATED ON A THEORETICAL BASS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR
SWELL FACTORS). REMEDIAL GRADING OUANDDES ARE NOT ABLE TO BE DETERMINED. REFER TO
SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS.
IMPERVIOUS AREAS
IMPERVIOUS AREA PR /OR TO CONSTRUCTION: 0 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 2116 SQFT
INCREASE IN /MPERWOUS AREA: 2116 SOFT
IMPERVIOUS AREA REPLACED.- N/A SOFT
DRIVEWAY ( IMPERVIOUS): 0 SOFT
TOTAL AREA OF LAND DISTURBANCE= 4000 $QFT
OWNER /PERMI TTEE
ERIKA PAVLOVICI
987 HYMETIUS AVENUE
ENCINITAS CA, 92024
OWNER'S CERTIFICATE
i
/ (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR MILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STAB ILITY OF THE SEE
/ (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CiY$ OFFK.'ERS OFFICIALS EMPLOYEES AND AGENTS
HARMLESS FROM, AND AGAINST ANY AND ALL UABILIn£S CLAIMS, DEMANDS CAUSES OF ACTIONS LOSS$ DAMAGES AND
COSTS INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING CUT OF, OR W ANY MANNER CONNECTED DIRECTLY OR
INDIRECTLY WIN ANY ACTS OR OMISSIONS OF OWNER OR OWNERS AGENTS EMPLOYEES; CONTRACTORS SUBCONTRACTORS
OFFICALS OFFICERS OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONS7RUCTON COVERED W THE PERMIT OR
CONNECTED DIRECTLY OR INDIRECTLY 70 THE PERMIT OR APPROVED PLANS W7H THE PRIVATE PROPERTY OR PUBLIC
EASEMENTSnj,,
S NATRE' `-"' DATE.' 7/21/20
ERIKA PAWOWCH
SOILS ENGINEER'S CERTIFICATE
1, JAMIE A. CERROS A REGTS7ERED OWL ENGINEER IN THE STA lE OF CALIFORNIA, PRWOPALL Y DOING BUSINESS IN THE
FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOL CONDITIONS PREVALENT
WTHIN THIS SITE WAS MADE BY ME OR UNDER MY DIREC71ON ON 5 -14 -2015 ONE COMPLETE COPY OF THE SOILS REPORT
COMPILED FROM THIS STUDY, WIN MY RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CTY ENGNEER.
FURTHERMORE I HAVE RENEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS
SIGNED:
JAMIE A. CERROS
GE NO.: 00200Z PROFESS /p,�,
EXP. DATE.' 91MM UQ4o N� A. CEgq �y
JOB ME 15 -10765 i SHEET INDEX
w GE. 002007 ^'
GEOTECHNlCAL EXPLORATION, INC w Exp. 9/30/21 A SHEET DESCRIPTION
7420 TRADE STREET y�} I 77TLESHEET
SAN PHONE DIEGO, (858) -549 -7222 igTEGYMVGP�P 2 GRADING PUN
3 EROSION CONTROL PLAN
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WIN THE GENERALLY
ACCEPTED STANDARDS AND PRACTICES OF THE ENGNEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE
WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE MTN THE RULES AND RECIJLA77ONS REQUIRED BY THE CITY OF
ADEQUACY OF THE PUNS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE
PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE Cl
OF ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY I
THE NEGLIGENT ACTS ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE
COURSE AND SCOPE OF S(UUC�TH� AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNA TIRE.' � �'^" DA jr. 7/21/20 ROFESS /pA,4
BRIAN M. AROCL /NO RCE No. 71651 (WwrE AE(� PASCO LARET SU17E R & ASSOCATES g 535 N. COAST HIGHWAY 101 SOANA BEACH CA 92074 o m 71651 RCE EXPIRES - 1271 =i8 23121 / /
LEUCADL4 WASTEWATER DISTRICT FIELD OPERATIONS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
PUBLIC SEWER SYSTEM APPROVAL
APPROVED BY.' LWO DISTRICT ENGINEER ^ �..�. I n
J•' C33692 DAIS 08/14/2020 � 8/24 /2020 \
CC// AYA.rMeLterS(A.uL 9 -1 -20 08/1 /20?D
DEXTER I SON` RCE DA 7E $. %. zO 7Y
DEXTER WLSON ENGINEERING, INC. EXP. 06 -30 -22 DATE SIGN DATE SIGN DATE SIGN DATE SIGN DATE
cRANGENO
DESCRIPTION
St.
DATE
BENCHMARK
AS- BUILTAPPROVALS
SITE ADDRESS
°"
StPNFORO
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS- DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
1383 HYDRA AVENUE
m
ENCWITA$ CA 92024
°
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APN: 254 - 112 -87 -00
Z
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PLANS PREPARED UNDER SUPERVISION OF
DATE: 7/21/213
-CZ _
L,'� R.C.E. NO.: 71651
BRANM.ARD WO EXP.: 1231 -21
RECOA A D' APPROVED:
/ G�.�...I/ Z✓ _
S l OWAK EDWARD J. WMMER
9 -2 -20 p7YENGlNEER
9 -L -ZO
DATE DATE
GRADING PLAN FOR
1383 HYGEUI AVENUE
APN 254 111-87
COP- 3097 -2019
14496 -G
m
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PUBLIC WORKS
LEGAL DESCRIPTION
PARCEL 2, IN THE CITY OF ENONITA$ COUNTY OF
SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO
P(gNN /TUG
PARCEL MAP THEREOF NQ 21559, BLED IN THE
OFFICE OF THE COUNTY RECORDER OS SAN DIEGO
RENEWER
COUNTY, MARCH 6 2018, AS FILE N0.
N
20I8- 7000059, O.R.
E
TOPOGRAPHY
8 ' ~fm
VICINITY MAP
PASCO LARET SUI TER & ASSOCIATES
SHEET 10F3
PH 858 -259 -8212
DATE OF SURVEY.' JULY 11, 2078
OWNER'S CERTIFICATE
i
/ (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR MILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STAB ILITY OF THE SEE
/ (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CiY$ OFFK.'ERS OFFICIALS EMPLOYEES AND AGENTS
HARMLESS FROM, AND AGAINST ANY AND ALL UABILIn£S CLAIMS, DEMANDS CAUSES OF ACTIONS LOSS$ DAMAGES AND
COSTS INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING CUT OF, OR W ANY MANNER CONNECTED DIRECTLY OR
INDIRECTLY WIN ANY ACTS OR OMISSIONS OF OWNER OR OWNERS AGENTS EMPLOYEES; CONTRACTORS SUBCONTRACTORS
OFFICALS OFFICERS OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONS7RUCTON COVERED W THE PERMIT OR
CONNECTED DIRECTLY OR INDIRECTLY 70 THE PERMIT OR APPROVED PLANS W7H THE PRIVATE PROPERTY OR PUBLIC
EASEMENTSnj,,
S NATRE' `-"' DATE.' 7/21/20
ERIKA PAWOWCH
SOILS ENGINEER'S CERTIFICATE
1, JAMIE A. CERROS A REGTS7ERED OWL ENGINEER IN THE STA lE OF CALIFORNIA, PRWOPALL Y DOING BUSINESS IN THE
FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOL CONDITIONS PREVALENT
WTHIN THIS SITE WAS MADE BY ME OR UNDER MY DIREC71ON ON 5 -14 -2015 ONE COMPLETE COPY OF THE SOILS REPORT
COMPILED FROM THIS STUDY, WIN MY RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CTY ENGNEER.
FURTHERMORE I HAVE RENEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS
SIGNED:
JAMIE A. CERROS
GE NO.: 00200Z PROFESS /p,�,
EXP. DATE.' 91MM UQ4o N� A. CEgq �y
JOB ME 15 -10765 i SHEET INDEX
w GE. 002007 ^'
GEOTECHNlCAL EXPLORATION, INC w Exp. 9/30/21 A SHEET DESCRIPTION
7420 TRADE STREET y�} I 77TLESHEET
SAN PHONE DIEGO, (858) -549 -7222 igTEGYMVGP�P 2 GRADING PUN
3 EROSION CONTROL PLAN
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WIN THE GENERALLY
ACCEPTED STANDARDS AND PRACTICES OF THE ENGNEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE
WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE MTN THE RULES AND RECIJLA77ONS REQUIRED BY THE CITY OF
ADEQUACY OF THE PUNS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE
PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE Cl
OF ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY I
THE NEGLIGENT ACTS ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE
COURSE AND SCOPE OF S(UUC�TH� AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNA TIRE.' � �'^" DA jr. 7/21/20 ROFESS /pA,4
BRIAN M. AROCL /NO RCE No. 71651 (WwrE AE(� PASCO LARET SU17E R & ASSOCATES g 535 N. COAST HIGHWAY 101 SOANA BEACH CA 92074 o m 71651 RCE EXPIRES - 1271 =i8 23121 / /
LEUCADL4 WASTEWATER DISTRICT FIELD OPERATIONS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
PUBLIC SEWER SYSTEM APPROVAL
APPROVED BY.' LWO DISTRICT ENGINEER ^ �..�. I n
J•' C33692 DAIS 08/14/2020 � 8/24 /2020 \
CC// AYA.rMeLterS(A.uL 9 -1 -20 08/1 /20?D
DEXTER I SON` RCE DA 7E $. %. zO 7Y
DEXTER WLSON ENGINEERING, INC. EXP. 06 -30 -22 DATE SIGN DATE SIGN DATE SIGN DATE SIGN DATE
cRANGENO
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS- BUILTAPPROVALS
" """ "`°
°"
" " ^'" °''- " ^ "' "" °
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS- DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
DESCRIPTION.' 25' DISC /N SIDEWALK AT THE
SOUTHWAST CORNER OF LEUCADIA SLV R AND
ORPHEUS AVE. PER ROS 18416, AS PT N0. 1024
DATUM - N 176543
DATUM: pIAVLTBB
/NT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 7/21/213
-CZ _
L,'� R.C.E. NO.: 71651
BRANM.ARD WO EXP.: 1231 -21
RECOA A D' APPROVED:
/ G�.�...I/ Z✓ _
S l OWAK EDWARD J. WMMER
9 -2 -20 p7YENGlNEER
9 -L -ZO
DATE DATE
GRADING PLAN FOR
1383 HYGEUI AVENUE
APN 254 111-87
COP- 3097 -2019
14496 -G
PUBLIC WORKS
OMAN ARDOLINO DATE
P(gNN /TUG
RENEWER
SENIOR ENGINEER DATE
INSPECTOR
SHEET 10F3
PLSA 2925
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Oct
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NOTES:
-ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE
CONSTRUCTED UNDERGROUND.
-THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
MONUMENTATION AND /OR BENCHMARKS WHICH WILL BE DISTURBED
OR DESTROYED BY CONSTRUCTION. SUCH POINT SHALL BE
REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION
BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER
AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR
RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE
LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS
REQUIRED BY THE LAND SURVEYOR'S ACT.
-ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN
THE PUBLIC RIGHT -OF -WAY SHALL BE PROTECTED IN -PLACE DURING
CONSTRUCTION OR REPLACED TO THE SATISFACTION OF THE CITY
ENGINEER.
- PRIVATE ROAD TO BE REPAIRED TO SATISFACTION OF THE CITY
ENGINEER IF DAMAGED DURING CONSTRUCTION.
-ALL STORM DRAIN INLETS COVERS TO BE 4" ATTRIUM GRATES IN
LANDSCAPE AND 4' FLUSH GRATE IN HARDSCAPE
- FOOTINGS FOR THE RETAINING WALLS TO BE EXTENDED A MINIMUM
OF 2 FEET UNDER FINISHED GRADE OF BOTTOM OF WALL, PER SOILS
REPORT RECOMMENDATIONS
- INSTALL 3' WALL SUBDRAIN, PER SOILS REPORT RECOMMENDATIONS,
BEHIND RETAINING WALLS
- WATERPROOFING TO BE INSTALLED ON BACK OF WALL, PER SOILS
REPORT RECOMMENDATIONS
EASEMENTS PER TITLE REPORT
PRIVATE ROAD EASEMENT PER PM 3605 (DOES NOT AFFECT THIS
PROPERTY)
A CIL SAN DIEGO GAS& ELECTRICCOMPANYEASEMENT , RECORDEDMAY 12,
1937, BOOK649, AGE307, O.R. MO WIDTHGWEN)
OGL SAN DIEGO GAS& ELECTRICCOMPANYEASEMENT, RECORDEDAPRIL 3,
1945, BOOK 1848, PAGE267, O.R. (NO WIDTH GIVEN)
SAN DIEGO GAS & ELECTRIC COMPANYEASEMENT, RECORDED MAY4,
1976, FIR. 13M, OR, (DOES NOTAFFECT THIS PROPERTgNOT PLOTTED)
OS4NDIEGOG45 &ELECTRIC COMPANYEASEMENT RECORDEDAPRIL 15,
1994, F/P. 1990.250684, O.R
PRIVATE INGRESS, EGRESS, ROAD, PATIO WALKWAYEASEMENT,
RECORDEOMMIARY26, 2015, F/P 2015-0033&92, OR, (DOES NOTAFFECT
THIS PROPERTYXNOTPLOTTED)
OE SAN DIEGO GAS& ELECTRIC COMPANYEASEMENT , RECORDEDAUGUST 11,
2017, F/P. 2017 -0365101, O.R.
(APPROXIMATE L OCA TION BY SDGE MARKOUT FLAGS)
OCITYOF ENCINITAS EMERGENCYACCESSEA SEMENT, RECORDED
JANUARY23, 2018, FIR. 2018-0027401, OR,
10 5 0 10 20 0
GRAPHIC SCALE IN FEET
STA4+ 11YIIEIA
STA OHX)LWDSM.H 03,M 4 +�
o
EX. CWD8, HYGEIA AVENUE
SEWER PER LIND
ASAUILT3J -03 TRENCH
\ RESURFACINGPER
I CITYOFENCINITAS
� \ - EX. WATER STANDARDTRENCN
\ - -- _\ RESURFACING DETAIL
RIVATE ROAD EASEMENT PER
PM 3805
.� 1 � =-b_HC 30'PRIVATEROAD
Ii EX PLANTER -- -
_ ��1661- - - -- -- DISTRICT TO INSTALL
CONTRACTOR TO n - --
ENSUREDRAINAGE -I I 5�\`� I FD, 3/ "IP WIDISC lS 1'COPPER WATER
FLOWS TO HYGEIAAVE�_ DE 1 I LATERAL AND DUAL
COBBLERIPRAP __ -[ 3065P RPM 3055, PM METERPER WS -09AT
lEf025 _ _ A l _ 27534, TOP BROKEN OWNERS EXPENSE
FD MAG WASHER'LS T - 0 ® - - T
8217; N.R. CCEPTED IN 6"HEADWALL - -I -- 5b
LIEU 0 2'IP PER PM; II
-" IIII �_ I PRIVATE ROAD EASEMENT PER
21559 I PM 3605-
II I I Jr0'PRIVATE RDA D-
II I L
ORCOAWABRICORCRYAPPROVEO
PROPERTYLINE
- - - -
STREET
STATION OF
RIGHT-OF- WAYLINE
BEDDING COURSE-2' THICK OF IM" TO
W
EXISTING WATERLINE
$
EXISTINGSEWERLINE
-3A5 - --
EXISTINGCONTOURLINE
-
PROPOSEDSETBACKS
1231 -21
PROPOSED BUILDING FOOTPRINT
NO.
OPROPOSED
AT MAIN
PERMANENT BMP AREA, SEE DET THIS SHT
MAIN
AT PL
PROPOSED DECK PER ARCH PLANS
®
PL
ELEV.
CENTERLINE OF ROAD
-
38
PROPOSED CONTOURUNE
EXISTING RETAINING WALL
IE
RRREAPPARTUS(H20)LOADING IF
PROPOSED RETAINING WALL
DRAWING NO.
PROPOSED PVCSTORMDRAIN
NOTES:
-ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE
CONSTRUCTED UNDERGROUND.
-THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
MONUMENTATION AND /OR BENCHMARKS WHICH WILL BE DISTURBED
OR DESTROYED BY CONSTRUCTION. SUCH POINT SHALL BE
REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION
BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER
AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR
RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE
LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS
REQUIRED BY THE LAND SURVEYOR'S ACT.
-ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN
THE PUBLIC RIGHT -OF -WAY SHALL BE PROTECTED IN -PLACE DURING
CONSTRUCTION OR REPLACED TO THE SATISFACTION OF THE CITY
ENGINEER.
- PRIVATE ROAD TO BE REPAIRED TO SATISFACTION OF THE CITY
ENGINEER IF DAMAGED DURING CONSTRUCTION.
-ALL STORM DRAIN INLETS COVERS TO BE 4" ATTRIUM GRATES IN
LANDSCAPE AND 4' FLUSH GRATE IN HARDSCAPE
- FOOTINGS FOR THE RETAINING WALLS TO BE EXTENDED A MINIMUM
OF 2 FEET UNDER FINISHED GRADE OF BOTTOM OF WALL, PER SOILS
REPORT RECOMMENDATIONS
- INSTALL 3' WALL SUBDRAIN, PER SOILS REPORT RECOMMENDATIONS,
BEHIND RETAINING WALLS
- WATERPROOFING TO BE INSTALLED ON BACK OF WALL, PER SOILS
REPORT RECOMMENDATIONS
EASEMENTS PER TITLE REPORT
PRIVATE ROAD EASEMENT PER PM 3605 (DOES NOT AFFECT THIS
PROPERTY)
A CIL SAN DIEGO GAS& ELECTRICCOMPANYEASEMENT , RECORDEDMAY 12,
1937, BOOK649, AGE307, O.R. MO WIDTHGWEN)
OGL SAN DIEGO GAS& ELECTRICCOMPANYEASEMENT, RECORDEDAPRIL 3,
1945, BOOK 1848, PAGE267, O.R. (NO WIDTH GIVEN)
SAN DIEGO GAS & ELECTRIC COMPANYEASEMENT, RECORDED MAY4,
1976, FIR. 13M, OR, (DOES NOTAFFECT THIS PROPERTgNOT PLOTTED)
OS4NDIEGOG45 &ELECTRIC COMPANYEASEMENT RECORDEDAPRIL 15,
1994, F/P. 1990.250684, O.R
PRIVATE INGRESS, EGRESS, ROAD, PATIO WALKWAYEASEMENT,
RECORDEOMMIARY26, 2015, F/P 2015-0033&92, OR, (DOES NOTAFFECT
THIS PROPERTYXNOTPLOTTED)
OE SAN DIEGO GAS& ELECTRIC COMPANYEASEMENT , RECORDEDAUGUST 11,
2017, F/P. 2017 -0365101, O.R.
(APPROXIMATE L OCA TION BY SDGE MARKOUT FLAGS)
OCITYOF ENCINITAS EMERGENCYACCESSEA SEMENT, RECORDED
JANUARY23, 2018, FIR. 2018-0027401, OR,
10 5 0 10 20 0
GRAPHIC SCALE IN FEET
STA4+ 11YIIEIA
STA OHX)LWDSM.H 03,M 4 +�
o
EX. CWD8, HYGEIA AVENUE
SEWER PER LIND
ASAUILT3J -03 TRENCH
\ RESURFACINGPER
I CITYOFENCINITAS
� \ - EX. WATER STANDARDTRENCN
\ - -- _\ RESURFACING DETAIL
RIVATE ROAD EASEMENT PER
PM 3805
.� 1 � =-b_HC 30'PRIVATEROAD
Ii EX PLANTER -- -
_ ��1661- - - -- -- DISTRICT TO INSTALL
CONTRACTOR TO n - --
ENSUREDRAINAGE -I I 5�\`� I FD, 3/ "IP WIDISC lS 1'COPPER WATER
FLOWS TO HYGEIAAVE�_ DE 1 I LATERAL AND DUAL
COBBLERIPRAP __ -[ 3065P RPM 3055, PM METERPER WS -09AT
lEf025 _ _ A l _ 27534, TOP BROKEN OWNERS EXPENSE
FD MAG WASHER'LS T - 0 ® - - T
8217; N.R. CCEPTED IN 6"HEADWALL - -I -- 5b
LIEU 0 2'IP PER PM; II
-" IIII �_ I PRIVATE ROAD EASEMENT PER
21559 I PM 3605-
II I I Jr0'PRIVATE RDA D-
II I L
ORCOAWABRICORCRYAPPROVEO
SEQ.
VOIOFlLLER- 1IB'T039'(N0.8) EOUNALENT
STREET
STATION OF
AGGREGAT=SOIL
BEDDING COURSE-2' THICK OF IM" TO
ROP T
LATERAL
ELEV.
6'X lrP CFLUSH CURB
CHQYERGWRSE- 4- THICKOF39'TOT./1ORDEEPEDG
-ICURB
PAD
UPSTREAM
BACKWATE
1231 -21
(N057) CRUSHED ROCK
NO.
LATERAL
AT MAIN
OF
MAIN
AT PL
N F 7HICKOF VCCRUSIIED ROCK -REFER
ELEV.
PL
ELEV.
MH RIM
VALVE
WHUFACNRER5SPECS FORTHICKNESS
IE
RRREAPPARTUS(H20)LOADING IF
CITYOF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
AT PL
GRADING PLAN FOR:
FT
ELEV.
REO'D
1383 HYGEM AVENUE
1
2
1 +79.8
1 99.07
1 9.93 LF
1 4.75
1 104.00
1 2.3%
1 110.0'
1 6.0'
114.0'
PLICABLE
NO
4" SDR 35
MOTE:
- ALLAGGREG4 /EMUSTBECIEAWWRSHEDANDFREE OFRIIES(SAND. SET. ETC)
- IHEPAVERSSW WTBESAIEDONCEMEVVOFILIERWSBEENRWED
- FACHCgMSE SHALL BEVENi0. 4Y CQAPACTFDBEFOP £PfACEMEMOFNIXTLrIWBE
NOMWERVpUSUNLROR FllTERFABRICG70BEUSEO
SPECW.AWROVAL REOUMEDFOR U6ENHY'Wa . YEtPHVSIVESOd .- SUdORAWM4YBEREOIMiEO
CQVSTRUCIKA4
PAVE48 TJBEOJVEREOA 'tlRR01ECiEDOLPoNGLWb'IRLCRIM�
PERVIOUS DRIVEWAYPAVER DETAIL
SEWER LATERAL DATA
SEQ.
LOT
STREET
STATION OF
INVERT
LENGTH
ROP T
LATERAL
ELEV.
LATERAL
GROUND
DEPTH
BELOW
PAD
UPSTREAM
BACKWATE
1231 -21
NO.
NO.
LATERAL
AT MAIN
OF
MAIN
AT PL
SLOPE
ELEV.
PL
ELEV.
MH RIM
VALVE
REMARKS
IE
LATERAL
CITYOF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
AT PL
GRADING PLAN FOR:
FT
ELEV.
REO'D
1383 HYGEM AVENUE
1
2
1 +79.8
1 99.07
1 9.93 LF
1 4.75
1 104.00
1 2.3%
1 110.0'
1 6.0'
114.0'
109.23'
NO
4" SDR 35
II L
EX IWD B VCP II I \\ II r m A ___ - - -- - --
SEWER PER LWD
AS-BUILT 3A-a2 D -- I P1�VATE ROAD
2155 EASEMENT PEA I PM 21559 r 24'PRIVATEROAD I \
STA
PO RA TRENCH
S-ISA STD DWG W TYPEIO I I1JIVtYRESURA L
RESURFACING PER I \\ I
/ Y RESURFACING DETAIL
IL 1 1 L i -STORY HOUSE
( ) /1 CITYOFENCINITAS
\ III I J
!
STA 1 +8480 ` '
LWDS.M.H03-0330� ` \� \ L------------ - - - - -- - - -J
RIM =109.23 �4'PVCPIPEM7% I
\ i- I 1- ST ^_Y;'
IEWT =99-35
SEER CLEANOUi PER LWD �\ \ �ry RFACEP -- - L90� - - - -- _ -A
\ RESURFACE PER
STD DWG S -25 j \ .. B" PVC STRUCTURE
1122FG TG =11IS' A -OIL \- ------------- [lL�l� 4'IP"L58211'PER PM
�I IE= 109.0 "� _ - ,j.Lll_�_H31 3`b0.12"W 1 - _ 21559
P 4 "
PERER PMMT
N7 2
O.T -1111 NTAI -- BIORETENDONAREA
n - PER DET THIS SHE
DURING .'. 0 1\ \
STRUCTION L'!_FG`11L2'.' r DECORATIVE COBBLE
- -- /� O RIP RAP IE =7712, ,- \
OVERHEAD ELECTRIC - - - - -
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m 6'HEADWALL 1122F \ \ /
- -- \ PROTEC7IN PLACE \\ // _ n \
m I \� \__ 113.7TG -- -- d'PV 7.0 %_- V-- - - - - -�
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RE VEAND I - �L.;�} ;��_��IILL, �/ 11227E 4'PVC @7.0% - 77251E /
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EMERGENCY-," - - -----�_ EAM2F 114.6' 713700
ACCESS OD I B TRENCH DRAIN FF 114.60 772.71E
\ -- EASEMENT - TG =174.31E =712.7
II 60' -. PAD 114.00' -0 m
D I I PCC ENTRANCE /- 7\114. W
._ / 1 i /
Q ��m 30% PROPOSED
NEWPERRVIIOUSS GARAGE ' 20% / r
6x/6'PCC i' II y'
DRIVEWAY 4 CUTOFFWAL2 -- if. IWI T,
- -� 116.0131K
6'TRENCHDRNN ZROOFEVETYP. lVl"
L - - - - - -
11431E =712.9 114.7F 14.67F5 I /I - - 77281E
113.9 TG ,P CTIS% ,� - 1140FG
APPROVED DATE
7PP MT7
18.0 TW L -JUDIE I ^ y-^ IF 113.21E 2090
_
-- - V /7CV FEN - 1180 W Nis °056 "W 130.58' i_ W ZO
408W G2RETANING REMOVEFENCEi
114.0811
114_013W
WALL
i G
aL
,PRELIMINARY GRADING PLAN
BENCHMARK AS -BUILT APPROVALS
DESCRIPTION. 25' DISC /N SIDEWALK AT THE
SOUTHWAST CORNER OF LEUCADIA IKVD. AND
ORPHEUS AVE. PER ROB 18416, AS PT NO. 1024 PUBUC WORKS
ELEVATION. 178543 &NAN ARDOUNO DALE
DATUM- NAW86 PLANNING
SENIOR ENGINEER DATE REWENER
INSPECTOR
TO
NOT TO SCALE
.L
TYPICAL WALL ELEVATION
LOCATIONS SHOWN ON PLAN
NOT TO SCALE
2" HARDWOOD MULCH/ GRASS
COVER OR CITY APPROVED DROUGHTTOLERANT
EQUIVALENT
8' OVERFLOW PIPE PLANTS, 18" O.C. MIN.
TG =111.5 FG =111.2
1 DECORATIVE COBBLE
IE =109.0 RIPRAP
1 12. 4" DRAINAGE PIPE
4. DEPM
18' LAYER ENGINEERED - - - 40 MIL POLY LINER
'SEE NOTE BEL III = III - III - = 2" LAYER OF 3/8" GRAVEL
4' DISCHARGE PIPE
1T LAYER OF 3/4' GRAVEL
"SEE NOTE BELOW
40 MIL POLY LINER 4- PERFORATE PVC DRAIN
PIPE
BIORETENTION AREA DETAIL
NOTTOSCALE
BIORETENTION "ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX
WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 5080% SAND, 20 -30% COMPOST
OR HARDWOORD MULCH, AND 20-30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR
OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS.
"314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE
INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE
LEVEL AND SHALL BE SIZED BASED ON CALCULATION.
" "PROVIDE 40 MIL POLYETHYLENE PLASTIC LINING ON WALLS OF SIORETENTION BASIN
DATE..
7/21/20
/ //,
ou-
R.C.E.
NO.: 71651
S
Ly,
9 -2O
BRIANM.ARDOLINO
EXP.:
1231 -21
DA 7E
TO
NOT TO SCALE
.L
TYPICAL WALL ELEVATION
LOCATIONS SHOWN ON PLAN
NOT TO SCALE
2" HARDWOOD MULCH/ GRASS
COVER OR CITY APPROVED DROUGHTTOLERANT
EQUIVALENT
8' OVERFLOW PIPE PLANTS, 18" O.C. MIN.
TG =111.5 FG =111.2
1 DECORATIVE COBBLE
IE =109.0 RIPRAP
1 12. 4" DRAINAGE PIPE
4. DEPM
18' LAYER ENGINEERED - - - 40 MIL POLY LINER
'SEE NOTE BEL III = III - III - = 2" LAYER OF 3/8" GRAVEL
4' DISCHARGE PIPE
1T LAYER OF 3/4' GRAVEL
"SEE NOTE BELOW
40 MIL POLY LINER 4- PERFORATE PVC DRAIN
PIPE
BIORETENTION AREA DETAIL
NOTTOSCALE
BIORETENTION "ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX
WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 5080% SAND, 20 -30% COMPOST
OR HARDWOORD MULCH, AND 20-30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR
OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS.
"314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE
INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE
LEVEL AND SHALL BE SIZED BASED ON CALCULATION.
" "PROVIDE 40 MIL POLYETHYLENE PLASTIC LINING ON WALLS OF SIORETENTION BASIN
PLSA 29:
LDEV- 01 21 23 -201 9
F03+4'IPYS8211 0PER
N 7 161
PM2f5
xP
IG DIVISIONAPPROVALS
CITYOF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
APPRDUED:
GRADING PLAN FOR:
1383 HYGEM AVENUE
14496 -G
EDWARD J. W/MMER
CIb`Y EN NEER
APN: 254112.87
- DATE
CDP- 3097 -2019
SHEET 2OF3
PLSA 29:
LDEV- 01 21 23 -201 9
1. SET POSTS AND EXCAVATE A 2. STAPLE EXTRA STRENGTH SILT FENCE OR
HYDROSEED NOTES 4 BY 41N (10 BY 10 CM) WIRE FENCING TO THE POSTS. IF USING
TRENCH UPSLOPE FROM AND EXTRA STRENGTH SILT FENCE, POSTS ARE LEUCADIA WATER DISTRICTNOTES
1. HYDROSEEDING $HAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 ALONG THE LINE OF POSTS. TO BE SPACED CLOSER THAN STANDARD
(HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: PRE - MANUFACTURED SILT FENCE 1. LWDAPPROVAL OF THESEPLANS DOESNOTRELIEVE THEAPPLICANL PRI✓AMENGINEER OF WORK,
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS PRODUCTS. OR CONTRACTOR FROM RESPONSIBIUTYFOR THE CORREC77ON OFERRORSAND OMISSIONS
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT DISCOVERED DURING DRAFTER CONSTRUCTION.
SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE 2 ALL DESIGN, MATERIALS, AND CONSTRUCTION WORKSHALL CONFORM TO THELEUCADIA
MATERIAL AS APPROVED BY THE CITY ENGINEER. WASTEWATER DISTRICT LWO SEVER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD
GRAVEL BAGS OVERLAP �/ '/ SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION(GREENBOOK )AND THE REGIONAL STANDARD
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM ONTO CURB -�® DRAWINGS MOSTCURRENTEDITIONS. IN THEEVENTOFCONRICT THELWD SEWERSTANDARDS
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. T -r- �'- _ GOVERN.
3 OSHA SAFEIYORDERSAND OSHA CONFINED SPACEENTRYREQUIREMENTS SHALL BE FOLLOWEDAT
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: 61N(15 CM) �� ® ALL TIMES WITHOUTEXCEPTION.
RUNOFF TWO LAYERS OF GRAVEL BAGS 4. THE CONTRACTOR SHALL HAVEA COPYOF THEDOCUMENTSSPECIFIED IN SEWER NOTE5283 ON
A. SEED MIXERACRE OF ROSE CL LESS THAN, 3. ATTACH THE FILTER FABRIC TO 4. SACKFILL AND COMPACT THE WITH ENDS OVERLAPPED THE JOBSI7EATALLTIMES.
1. 20 LBS PER ACRE OF ROSE CLOVER -�® THE POSTS AND EXTEND IT EXCAVATED SOIL. 6 THE CONTRACTOR SHALL GUARANTEEALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF
2.20 LBS PER ACRE OF ZORRO FESCUE INTO THE TRENCH. GAP BETWEEN BAGS FINAL ACCEPTANCESYLWDAND SHALL REPAIR OR REPLACEANY WORK THATMAYPROVE
3.3 LBS PER ACRE OF ESCHOOL CIA CALIFORNICA A ACTS AS SPILLWAY GRAVEL BAG DETAIL DEFECTIVE INT O LKMANSHIPANDIOR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE
4.4 LBS PER ACRE OF ACHILLEA MILLEFOLIA i -�® TWO LAYERS OF GRAVEL BAGS WHATSOEVER
5.3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) RUNOFF WITH ENDS OVERLAPPED p 6 PRIOR TO BEGINNING SEWER WORK, CONTRACTORSHALL SECUREA LWDPERMITFOR
6. 12 LB PER ACRE OF DIMORPHOLECA III FILTER FABRIC CONSTRUCTIONANDSHALL PROVIDEA MINIMUM OF 72HOURSNOTICE TO LWD PRIOR TO
7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS CONSTRUCTION.
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A INLET PROTECTION 7 APPROVAL OF THISPLANBYLWDDOES NOTCONSTINiEA REPRESENTATION OF THEACCURACYOF
PUBLIC STREET OR RESIDENTIAL STRUCTURES. THE LOCATION OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE,
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN N� r OR STRUCTUREWITHINTHELIMITS OFTHISPROJECT.
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR WIRE LF INSTALLED) B. ALL REVISIONS TODRAWINGS SHALL REAPPROVED BY THELWDDISTRICTENGINEER IN WRITING
BROADCASTING BEFORE HYROSEEDING. / PRIOR TO CONSTRUCTION
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN SILTFENCEDETAIL 9. CONNECTIONS TO EXISTING SEWERPIPE OR MANHOLES SHALL ONLYBEDONE IN THEDIRECT
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD PRESENCE OF THELWO INSPECTOR, NEWSEWER SHALL NOTEE CONNECTED ORALLOWED TO FLOW
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OFALL UPSTREAM WORK BY THE LWD
ON SAID CONTAINERS. INSPECTOR, ORASAPPROVED BYDISTRICTENGINEER.
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED 10. ALL SERVICE LATERALS SHALL BELOCATEDATRIGHTANGLES TO THESEWER MAIN UNLESS
SLURRY AT THE DISCRETION OF THE CONTRACTOR. NOTE: OTHERWISE SHOWN AS APPROVED BYLWO ON ME PLANS.
CONTRACTOR TO MODIRY CONSRUCTION 11, A2 -INCH HIGH S" SHALL BE INSCRIBED ON THE CURB FACEAT EACH LATERAL LOCATION BY THE
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. ENTRANCE IN THE FIELD AS NECESSARY CONTRACTOR
TYPE 6 MULCH ( STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR DITCH 12. ALLLATERALSSHALL BE CONSTRUCTED CLEAR OFORIVEWAYS
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE CONSTRUCT SEDIMENT BARRIER AND 13. ALL SEWERSAND LATERALS814ALL BE WAYNEBALLED OR JETTED, LOW PRESSUREAIR TESTED, AND
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% CHANNELIZE RUNOFF TO SEDIMENT TELEOSEDATTHEAPPLICANTICOVTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL
OF THE STRAW INTO THE SOIL. TRAPPING DEVICE ACCEPTANCEBYLWD. AIR TEST SHALL BE DONEAFTER CONSTRUCTION OFALL OTHER UTILITIES
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH AND UTILITYLATERALS.
15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. A / �/ COARSE 14, ALL SEWERS AND LATERALS SHALL BE IN PLACEAND SHALL HAVE FINAL APPROVAL BY THE LWD
AGGREGATE INSPECTOR PRIOR TO PAVING.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BV: LEGEND FILTER 15, ALL NEWCONNECRONS TOEXISTING SEWER SHALL REMADE TO EXISTING WYES ORSHALL BEMADE
FABRIC BYINSTALLINGNEWMANUFACTURED WYES. FOR INSTALLING NEWMANUFACTURED WYES,
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: j STANDARD BELL AND SPIGOTOR PLAINEND WYESANd PLAIN END PIPESPOOLS MATCHING THE
1. TRACK WALKING SLOPES STEEPER THAN 6:L _ _ WIDTH AB REQUIRED RIGINAL ADJACFMFXISTING PIPE M4Y BE USED FORINSERTING WYES INTO AN EXISTING SEWER GASKETED
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM I ABOVE. PROPERTY LINE TO ACCO TRAFFIC a GRADE PVC SADDLE WYES MAY BE USED FOR EXISTING SEWER MAINS I2- INCHES AND LARGER. ALL
- CENTERLINE OF ROAD ANTICIPATED TRAFFIC
CONNECTIONS NOTMADE TOEXISTING WYES MUST BEINACCORDANCEWITHLWD STANDARD
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BV: DRAWING532.
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT PROPOSED CONSTRUCTION 16 FOR CONNECTION OFNEWLATERALS TO EXIS7NG PIPEGREATER THAN 84NCHDIAMETER,
NOT SATURATED OF AD. CONTRACTOR DING S,UTINANEWWYE PER ABOVEOR MAY USEASUITABLY SIZED SEWER SADDLE
ENTRANCE PER DETAIL THIS SHEET 1.1' MIN., UNLESS OTHERWISE
2. THE ADDITION OF SO LS TO PROVIDE VI ADJUSTMENT, LEACHING OR WYE PERSTO. DWG 532.
A SPECIFIED BY A SOILS ENGINEER
COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR 19' RADIUS 17. IFNECESSARYOURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW INTNE EXISTING SEWER
GROWTH. .pop=oopp PROPOSED GRAVEL BAG BERM 5UMIN MI SECTION A -A SHALL BE TEMPoRARILYPLUGGEDANDBY-PASSED. ABY- PASSPIAN INACCORDANCE WITHLWD
STANDARD DRAWING S32 MUST RE REVIEWED AND APPROVED BY THE LWD DISTRICT ENGINEER
5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH ❑ ❑ PROPOSED SILT FENCE PRIOR TO INSTALLING THE TEMPORARYPLUG.
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE 18, FOR CONNECTION OF PLAIN END TO PWN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF
HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED PVC
COMPLETED AND ALL SECURITY RELEASED. CONSTRUCTION ENTRANCE DETAIL SEWER REPAIR COUPLINGS SHALL BERUBBER GASKETED WITHNO CENTERSTOP. PIPEENDS SHALL
BE THOROUGHLY CLEANED PRIOR TO INSTALLA RON OF THE REPAIR COUPLINGS THE REPAIR
- -_ -� COUPLINGSHALL SESUPPEDALL THE WAYON TOONE PLAINENDPIPE, THEN THEPIPEAND
LANDSCAPE EFFICIENCY BMP NOTES I _ - -- -- - -- ADXNNINGPIPES SHALL REALIGNED TOGETHER AND THEREPAIR COUPLING SUPPEDBACKINTOA
I`I RT FENCE PER DETAIL OLx / POSITION EQUALLYSPACED BETWEEN THE TWOPLAIN END PIPES. PVC SEWER REPAIR COUPLINGS
1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO `. \ �I� __ A - `DLL - _- ,-- TWSSHT. {TYPE - - -- \ - - - - -- ------ -`A,�/ .394 "IPYS 82H'PER PM \�
_ - �AA,��_J31NW d SHALL SEAS MANUFACNRED BY PW PIPE OR EQUAL APPROVED BYTHE LWD DISTRICT ENGINEER.
DETECT PLANT OR IRRIGATION SYSTEM FAILURE _ - - - 11559 L /9. PVCOR VITRIFIED CLAYPIPE(VCE SEWERPIPEAND WYES MAYBE USED TO TIE4N TOEXISTING VCR.
2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION FD. 314 "IP "LS 8211" _+ \� L - FOR CONNECTION OR REPAIR OFPLIIN END VCP TO VCP OR VCP TO PVC FERNCO SERIES 5wo
3. ERADICATION OF INVASIVE SPECIES PER PM 59, UP 07 1 - / \�` l \ COUPLING OR APPROVED EQUAL SHALL BE USED
4. REPAIRINGTHE IRRIGATION SYSTEMAND ITSCOMPONENTS WHEN REQUIRED - o (._. _._ / / / /.�.r �i / /�ti�� 20. FINAL APPROVAL GFPLANSBYDISTRICTENGINEERIS VALID FORA PERIOD OF 7IMENOT TOEXCEED
5. REPLENISHING MULCH AS NEEDED - (. .. I - _ - _ - o \ \ ONE YEAR FROMAPPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMITIS
6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY _ _ / \ EXPIREDPRIOR TO STARTOFCONSTRUCTION THEDEVELOPER SHALL RESUBMIT THE PLANCHECK
PLANT GROWTH TO THEDISTRICTENGINEER FORAN UPDATED REVIEWANDAPPROVAL . ANYCHANGES REQUIRED TO
7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS i' I -Or THEPLANS SHALL BEMADEATTHE DEVELOPERSIXPENSEANDAPPROVEDBY THE LWD DISTRICT
8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS �W4SIRUCTION A \ \\ ENGINEER PRIOR TO THE START OF CONSTRUCTION.
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE _ y��� _ - -- - 21. CONTRACTORSHALL BEAWARE THATLWD FACILITIESPROVIDE WASTEWATER CONVEYANCE,
10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION W /BATTERY BACKUP PoEPBH L I \� �- - -- I - - - O�0 D \ TREATMENT, AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 30 DAYS A YEAR. THEREFORE, LWD OR
( ) DETAIL THIS BHT _ 0 _ O \ I
11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER II ">
- - - - - THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR OPERATIONS MAINTENANCE OR
ALLOWANCE) � m- ��� -f z \\ --
_ _ EMERGENCYREPAIRATANY
TIMES TIME, CONTRACTOR ENBUREND TACCES6ONSTRUCTION ES
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS 'HYDROZONE' I ri hAG IT ISMA INTAINEDATALLTNES (DURINGCONSTRUCTICTED TO ASSIST WOOFEACHCONSTRWORKN
1 GRAVELBAGINLEf AGIECTIONLET Im
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER �_ -I I I� \�(\ ,� � DAY)AND SHALL NOT HINDER AND WOULDBE EXPECTED TO ASSISTWITHACCESSWHILEWORKING
ALLOWANCE) - / ; PDETAIL,WSH. iv1 _ / - J/ PROTECTION PER AROUND LWD FACILIITIES.
"`JJJ i- DETAIL THIS PSHT 22. CONTRACTORSHALL TAKEALLPRECAUTIONARYMEASURESNECESSARYTOPROTECTLWD
ADDITIONAL NOTES _ / II (TYPICAL) == (TYPICAL) I� FACILITIESAND STRUCTURESDURING CONSTRUCTION. SHOULD THE CONTR40TORATMY TIME
0 = - l DAMAGE LWD OR PRNATESEWER LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELYSTOP
1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE 0.. Llq� lil WORK, NOTIFY LWD, MINIMIZEAND CONTROL ANYSEWAGESPILLAND REPAIR DAMAGED FACILITIES
COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT TO THE SATISFACTION OF THE LWDENGINEERATNO COST TO LWD INCLUDING INSPECTIONANDANY
SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, / I I - -_ yob ` - -- BYPASSING REQUIRED. DAMAGE CAUSED TO SEWER FACILITIES SHALL BE REPAIRED IN
FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM II \ r = I'� ACCORDANCE MTHALLAPPLICABLELWDSTANDARD SPECIFICA77ONSAND DRAWINGS. SUSMITFOR
LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ' - -___ LWDAPPROVAL PRIOR TO REPAIR.
ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE II \ -- L - - - 23 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGESPILLS ;CONTAINING
TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO `- \ / ANYSEWAGESPLLLS, RECOVERYANDLEGAL DISPOSAL OFANYSPILLEDSEWAGEARISING FROMANY
WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, \ `f - -_- I _ HYDROSEED PER WORKADJACENT TO LWD FACILITIES Oft ALLOWINGA SEWAGESPILL ORFAILURE TO PREVENTA
PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. SEWAGESPILL WHILE PERFORMING THE WORK. CONTRACTOR WILL BE RESPoNSISLEFORALL
Op I ^ O WTES THIS PAGE CLEANLPCOSTSAND PENAL7IESASSESSED TO THE DISTRICTASA RESULTOFA SEWAGESPILL
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS(DCIA) SHALL BE ALLOWED. DCIA _ II + !9 °% ,�..�( ') CAUSEDBYRSHALL CONTRACTOR.
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, I I } _ / -�" q� / 14. CONTRACTOS HANTRACFYLWOAWEEKINADVANCEOFPL4NNED CONSTRUCTIONACRVITIES IN
SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. THEARE4 OF WORK PoTENTIALLYAFFECTING LWD SEWER FACILITIES.
IT
IT
z 25. CONTRACTORSHALL NOTIFYLWD 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER CROSSINGS,
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR z - _. - �� - ' OVER CROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAYBE EXPOSED.
FUTURE SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE o - -- \ _ ��� ! f� / 26 PRIOR TO CONSTRUCTION CONTRACTOR SHALL OBTAINAN ENCORACHMENT PERMRFROM THE CITY
AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE - _ \ `� \ 1 _ _ _ - i / r OFENCINITASFORALL WORKINSTREETRIGHT -OF -WAY.
APPROVED AS PER PC RES. 2006 -27.
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10 5 0 10 20 30
EROSION CONTROL PLAN AT OF CAl1V &�
GRAPHIC SCALE IN FEET SCALE: I'W'
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESYGNED er.• DRAWN er.- CHECKED ax BY.- ENGINEERING DIVISION APPROVALS CITY OFENCINITAS- DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCR/PRON.. 25' DISC /N SIDEWALK AT THE /NT. DATE PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR
SOUTHWAST CORNER OF LEUCADIA BLVD. AND RECOA I Q D' APPRD LIED:
ORPHEUS AVE. PER ROS 18416, AS PT N0. 1024 PUBLIC WORKS DA7E.7/21/20 / G�'� -..L/ Z✓� -..'^-
BR/AN ARDO11N0 DATE 1383 HYGEIAAVENUE 14496 -G
DATUM' ON 178543 P(ANN /NG -CZ _ S WAC EDWARD J. WIMMER APN. 254.111.87 DATUM: NAW88 RENEN£R L,'�" R.C.E. NO.: 71651 9 -1-20 p7Y ENGINEER
SENIOR ENGINEER DATE BRIANM.ARDOLINO 9 -1-ZO
INSPECTOR EXP.: 1231 -21 DATE DATE CDP -3097 -2019 SHEET 30F3
PLSA 2925
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