2019-14496 G (Plans)RIGHT-OF-WAY N 0 TE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48
HOURS PRIOR TO WORK / NG IN THE PUBL / C 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 /S 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 SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE
SAN D I EGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REV / S / ONS THEREFROM SHALL BE APPROVED
BY THE CITY ENGINEER PR/OR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORTS TITLED "REPORT OF PRELIMINARY GEO TECHN / CAL INVESTIGATION CT HOMES L 0 T
SPLIT 1375, 1387, I J89 HYGE / A AVENUE, ENC / N I TAS, CA APN 254-112-87-00 " PREPARED BY GEO TECHN / CAL
EXPLORATION, INC. DATED MAY 14, 2015 AND ADDENDUM LETTER, "REPORT OF UPDATED GEO TECHN / CAL
RECOMMENDATIONS, DATED DECEMBER 9, 2018, AND SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN.
ALL GRAD / NG SHALL BE DONE IN ACCORDANCE W I TH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN
SAID REPORTS.
J. SEPARATE APPROVALS AND PERMITS FOR ANY CONS TRUCT l ON WITHIN PUBL l C RIGHT-OF-WAY OR EASEMENTS
SHALL BE REQUIRED /N CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERM / SS I ON SHALL BE OB TA / NED FOR ANY OFFS I TE GRAD / NG .
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES
DURING GRADING OPERA T IONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO
CONDITION EXISTING PR/OR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WH l CH IS DISTURBED OR
DESTROYED SHALL BE RE-ESTABL / SHED AND REPLACED BY A REGISTERED CIVIL ENG I NEER OR A LICENSED
LAND SURVEYOR.
7. THE CONTRACTOR SHALL DES / GN, CONSTRUCT AND MA / NTA / N ALL SAFETY DEVICES, I NCL UD / NG SHOR / NG,
AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH
STANDARDS, LAWS AND REGULATIONS.
8. GRAD / NG AND EQU I PMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS,
SUNDA YS AND C l TY RECOGN / ZED HOL l DA YS.
9. NO GRADING OPERA T l ONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONS I TE
W l TH THE FOLLOWING PEOPLE PRESENT: CITY / NSPEC TOR, CIVIL ENG / NEER, SOILS ENG / NEER, GRAD / NG
CONTRACTOR AND PERMI TTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT
LEAST 48 HOURS /N 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 SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY
ENG / NEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING
APPROVAL AND/OR FINAL RELEASE OF SECUR I T Y, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED
STA TING: "THE GRADING UNDER PERMIT NO. 14496-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE
WI TH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT
SHAL L BE FOL L OWED BY THE DATE AND S / GNA TURE OF THE CIVIL ENG / NEER WHO CER T l F / ES SUCH GRAD / NG
OPERA T l ON.
12. ALL GRAD / NG SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENG I NEER OR UNDER H / S
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND
BACKF I L L S AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SO l L S REPORTS AS REQU / RED AND WILL
DETERMINE THE SU I TAB IL / T Y OF ANY FILL MA TER I AL . UPON COMPL ET I ON OF GRAD I NG OPERA T I ONS HE SHALL
STATE THAT OBSERVATIONS AND TESTS WERE MADE BY H / M OR UNDER HIS SUPERVISION AND THAT IN H / S
OP / N I ON, ALL EMBANKMENTS AND EXCA VA T l ONS ARE ACCEPTABLE FOR THE / R INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCA VA TED SURFACES TO PROVIDE POS / T I VE DRAINAGE
AND PREVENT POND / NG OF WA TER . HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
PROPER T l ES OR F / N / SHED WORK ON THE S l TE AND SHAL L TAKE REMED / AL MEASURE TO PRE VEN T EROS l ON OF
FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRA / NAGE AND EROS l ON CONTROL MEASURES HAVE
BEEN INSTALLED.
14. ALL AREAS TO BE F l L L ED SHALL BE PREPARED TO BE F l L L ED AND FILL SHALL BE PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MA TER / AL SHALL
BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PL ACED . LOOSE FILL
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL
BE SCAR / F / ED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL /N STRICT
ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND
UN/FORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND
TR / MMED AS DIRECTED BY THE ENG / NEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL
STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND D l SPOSED OF. THE TOE AND TOP OF ALL SLOPES
SHALL BE ROUNDED /N 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 SO AS TO LEAVE THE AREAS THAT HAVE BEEN
CLEARED WITH A NEAT AND F l N / SHED APPEARANCE FREE FROM UNS / GHTL Y DEBR / S . APPROVAL OF L OCA T l ON
OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENG I NEER AND CITY ENG I NEER PRIOR TO THE DISPOSAL
OF ANY SUCH MA TER / AL .
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CI TY'S URBAN FOREST
MANAGEMENT PROGRAM. TREES L OCA TED W I TH / N CITY S TREE T RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN
CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED /N PLACE DURING
CONS TRUC T I ON UNL ESS SPEC / F / CAL L Y APPROVED 0 THERW / SE . NO GRADING, EXCAVATION, OR D l S TURBANCE OF
CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP L / NE 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 /N CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN /S REVISED TO
ADDRESS THE TREE REMOVAL.
18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOG/CAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING
ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIW7/ES /N
THE AREA OF DISCOVERY TO ALLOW EVALUA7ON OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT
SHALL /MMED/ATELY N07/FY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY.
THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN,
OR PALEOTOLOG/ST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL
RESOURCES, THE NA7/VE AMER/CAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE
EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES 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 CONSTRUCTION AC/T/VITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER
AUTHOR/ZED REPRESENTATIVE, SHALL IMMEDIATELY N07/FY THE SAN D/EGO COUNTY CORONER'S OFFICE BY TELEPHONE.
NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO
OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADIT70NALLY AND
CULTURALLY AFFILIATED (TCA) NATIVE AMER/CAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE
NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. 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 NA7/VE AMER/CAN MONITOR), AND CONSUL TA7/ON AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS
FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED /F
THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NA7/VE
AMER/CAN, HE OR SHE SHALL CONTACT THE NATIVE AMER/CAN HERITAGE COMM/SS/ON (NAHC) WITHIN 24 HOURS THE
NAHC WOULD MAKE A DETERM/NA 710N AS TO THE MOST LIKELY DESCENDENT. IF NA 71 VE AMER/CAN REMAINS ARE
DISCOVERED, THE REMAINS SHALL BE KEPT /N SITU (1N PLACE), OR /N A SECURE LOCA7/ON /N CLOSE PROXIMITY TO
WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE /N THE PRESENCE OF THE
TCA NA TI VE AMER/CAN MONITOR.
CHANGE NO.
EROSION CONTROL
1. IN CASE EMERGENCY WORK /S REQUIRED, CONTACT THOMAS SCHROEDER A T (619) 884-3660, 24 HOURS A DA Y.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVA/CABLE AT ALL TIMES DUR/NG THE RA/NY SEASON
(OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN /S IMMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE
CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER
DUE TO AN INCOMPLETE GRADING OPERA 7/ON 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 POTENT/ALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PER/METER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF
EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE
(5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40q). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER
EACH RAINFALL.
STORMWATER POLLUTION CONTROL
POST CONSTRUCTION BMP/IMP NOTES
1. FOR STORM WATER POLLU7/ON CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS
SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO 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.
J. ALL IMPERVIOUS AREAS W/TH/N THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED
AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD 7HE
APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED /N HARDSCAPE, DR/ VEWA YS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE
DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP.
5. DRIVEWAYS SHALL HAVE A MIN/MUM 27' CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE
SYSTEM THAT /S DESIGNED TO COLLECT RUNOFF AND DISCHARGE /T TO AN ADEQUATE IMP/BMP.
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE C/TY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED
OR THA T A SEPARA TE ENGINEERING PERMI T BE OBTA/NED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY W17H STORM WATER BEST MANAGEMENT
PRACTICE REQU/REMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL 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 /N ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF
STORM WA TER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF
THE DUMPSTER /N AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN
ADEQUATELY SIZED 0/L/ GREASE SEPARATOR AND /S THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE
BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE
CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN D/EGU/TO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF,
THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS
OF THIS PROJECT.
J. ALL EXIS7/NG FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION
SHALL BE FIELD VERIFIED. ALL EXIS7/NG OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY
SAN D/EGU/TO WATER D/STR/CT.
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 /S AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST
MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS /F FACILITIES DO NOT MEET STANDARDS, THEN
THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
5. UTILITIES TO MAINTAIN MIN/MUM 5-FOOT SEPARA 710N WHEN PARALLELING WA TER SERVICES.
6. MIN/MUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
D/EGO GAS AND ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL 07HER TRAVELED WA YS.
WATER METERS MUST BE /N FRONT OF THE PARCEL THEY ARE SERVING.
8. CALIFORNIA STA TE LA W ASSEMBL Y BILL AB-195J /S REQUIRING THA T NO -LEAD BRASS BE USED /N THE CONSTRUCTION OR
REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL
REQUIRE ALL MA 7ER/ALS TO BE NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED W17H CATHODIC PROTECTION /N
ACCORDANCE W/ TH WC-17 OR WC-18.
NO TI FI CA TI ON S
1. THE EXISTENCE AND LOCA7/ON OF UNDERGROUND U7/LITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY
A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXIS7/NG UTILITIES EXCEPT AS SHOWN ON
THESE PLANS, HOWEVER: THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAU7/ONARY MEASURES TO PROTECT ANY EXISTING
U77L/T/ES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING
OWNERS OF SAID U77L/T/ES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND
NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWER - LEUCAD/A WASTEWATER DISTRICT - (760)-753-0155
B. GAS & ELECTRIC - SDGE - (760)-438-6200
C. WATER - SAN D/EGUITO WATER D/STR/CT-1-800-227-2600
D. TELEPHONE - SBC BELL - (760)-489-3411
E. CABLE TV - COX COMMON/CATIONS-(760)-806-9809 X-22JJ
2 CONTRACTOR SHALL N07/FY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE:
(760)-633-2770.
J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK PERFORMED
W17HOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
DESCRIPTION APPROVED DATE BENCHMARK
04/20/2022 DESCRIPTION. 2.5" DISC /N SIDEWALK AT THE
SOUTHWAST CORNER OF LEUCAD/A BLVD. AND
ORPHEUS A VE. PER ROS 18416, AS P T NO. 1024
ELEVA TION: 178.543
DA TUM. NA VD88
LEUCADIA WASTEWATER DISTRICT
PUBLIC SEWER SYSTEM APPROVAL
APPROVED BY. LWD DISTRICT ENGINEER
_4 C33692 08/14/2020
DEXTER S. LSON RCE DATE
DEXTER WILSON ENGINEERING, INC. EXP. 06-30-22
AS -BUILT APPROVALS
f (J-
BR/AN ARDOL/NO DA TE
SENIOR ENGINEER
DA TE
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 /S ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL 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 PROVIDED 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��l•1�'(•� 1 % �rl•]��L 1�9/Ze1:� l�J/.�re1 r/�rurrl�� I:/� I/[•] � %��1�Ir/://��1e.1 � %fir � %� �rl�:�
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR
SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED /N
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 /S NOT IMMEDIATELY PLANNED
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 EXCA VA TION AND GRADING ACTIVITIES ARE
COMPLETE.
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ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED /N A SECURE PLACE 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 -SITE. ELIMINATE OR REDUCE POLLUTION
OF STORMWA TER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MA Y INCLUDE SOIL, PARING MA TER/ALS, ASPHAL T
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 PER/METER AT ALL
TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION /N THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQU/REMENTS. THESE BMP NOTES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PR/ME CONTRACTOR
MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONS/B/L/T/ES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
MA TER/ALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM /S STR/CTL Y PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWA TER. BERMS/DIKES SHALL BE PLACED
AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPS/TES SHALL BE CHECKED FREQUENTLY
FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED
WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS /N ORDER TO AVOID RAIN CONTACT
WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MA TER/ALS, INCLUDING SOL VENTS, WA TER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHAL T
AND CONCRETE, WOOD, AND CLEARED VEGETATION 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 FREE AT (800) 714-1195. FOR
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES
AROUND THE SITE.
PORTABLE TOILETS MUST BE /N 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 STORMDRA/N. CONTRACTOR
MUST ROUT/NEL Y CHECK AND CLEAN UP MA TER/AL THA T MA Y HA VE IRA VELED A WA Y FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWA TER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770.
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 6 H : 1 V
MAX/MUM VERTICAL DEPTH OF CUT = 5 FT
MAX/MUM VERTICAL DEPTH OF FILL = 0.8 FT
CUT = f200 C. Y. FILL = ±50 C. Y.
EXPORT = f 150 C. Y.
REMEDIAL = 138 C. Y.
* EST/MATE DOES NOT INCLUDE STR/PP/NGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCA VA TION, IF
REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT ES77MA TES ARE CORRECT PRIOR
TO COMMENCEMENT OF WORK. EARTHWORK QUANT/T/ES ARE EST/MA TED FOR PERMIT PURPOSES ONL Y.
(CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR
SWELL FACTORS). REMEDIAL GRADING QUANT/TIES ARE NOT ABLE TO BE DETERMINED. REFER TO
SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS
IMPERVIOUS AREAS
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 2116 SQFT
INCREASE /N IMPERVIOUS AREA: 2116 SQFT
IMPERVIOUS AREA REPLACED: N/A SQFT
DRI VEWA Y (IMPERVIOUS): 0 SQFT
TOTAL AREA OF LAND DISTURBANCE= 4000 SQFT
FIELD OPERATIONS
b
DA TE
IN T. DATE PLANS PREPARED UNDER SUPERVISION OF
PUBLIC WORKS DA TE.- 7/21 /20
PLANNING E
R. C. E. NO.: 71651
Oj"L_
REV/EWER
INSPECTOR
T /19/22 BRIAN M. ARDOLINO EXP.: 12-31 21
PLANNING DIVISION
8/24/2020
SIGN
DA TE
0 WNER/PERMI TTEE
ERIKA PA VLOVICH
987 HYMETTUS AVENUE
ENCINITAS CA, 92024
SITE ADDRESS
138J HYGE/A AVENUE
ENCINITAS, CA 92024
APN: 254-112-87-00
'I - �►- -xcYyr►irr��►��
PARCEL 2, IN THE CITY OF ENCINITAS, COUNTY OF
SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO
PARCEL MAP THEREOF NO. 21559, FILED /N THE
OFFICE OF THE COUNTY RECORDER OS SAN D/EGO
COUNTY, MARCH 6, 2018, AS FILE NO.
2018- 7000059, 0. R.
TOPOGRAPHY
PASCO LARET SU/TER & ASSOCIATES
PH 858-259-8212
DA 7E OF SURVEY.• JUL Y 11, 2018
OWNER'S CERTIFICATE
VICINITY MAP
l (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPAC7/ON AND STABILITY OF THE SITE.
l (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS
HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND
COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR /N ANY MANNER CONNECTED DIRECTLY OR
INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS,
OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED /N THE PERMIT OR
CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITH THE PRIVATE PROPERTY OR PUBLIC
EASEMENTS
S/GNA TURE. DA TE.• 7/21 /20
ERIKA PA VL0V/CH
SOILS ENGINEER'S CERTIFICATE
1, JAM/E A. CERROS A REGISTERED CIVIL ENGINEER /N THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS /N THE
FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT
WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIREC7/ON ON 5-14-2015. ONE COMPLETE COPY OF THE SOILS REPORT
COMP/LED FROM THIS STUD Y, W/TH MY RECOMMENDA 710NS, HAS BEEN SUBM/TIED TO THE OFFICE OF THE C/TY ENG/NEER.
FURTHERMORE, l HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED /N THE SOILS
REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED /N THE GRADING PLANS AND SPEC/F/CA 710NS
SIGNED: 5494= �
JAM/E A. CERROS
GE NO.: 002007 Q�pFESS/pN9
EXP. DATE: 9 30 21 ��� P��E A.
JOBf 15-10765 CO�s � SHEET INDEX
z
w GE. 002007
GE07ECHN/CAL EXPLORATION, INC Exp. 9/30/21 SHEET DESCRIPTION
7420 TRADE STREET 1 TITLE SHEET
SAN D/EGO, CA 92121s, pT �GP� 2 GRADING PLAN
PHONE: (858)-549 7222 �9� ECM`1 � 3 EROSION CONTROL PLAN
F OF CA\_\F
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY W/ TH THE GENERALLY
ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE
WORK PERFORMED HEREIN SHALL BE /N ACCORDANCE WITH THE RULES AND REGULA 710NS REQUIRED BY THE CITY OF
ENC/N/TAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY
PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS /N ITS CAPACITY AS A PUBLIC ENTITY FOR 7HE PLANS
PREPARED BY THE ENGINEER /S NOT A DETERM/NATION BY THE C/TY OF ENC/N/TAS OF THE TECHNICAL SUFFICIENCY OR
ADEQUACY OF THE PLANS OR DESIGN AND /T 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 CITY
OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM
THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE
COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
S/GNA TURE.•
BR/AN M. ARDOL/NO RCE No. 71651
PASCO LARET SU/TER & ASSOCIATES
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
RCE EXPIRES 12-31-19
PARKS AND RECREATION
Annette Saul
SIGN
ENGINEERING DIVISION APPROVALS
RECO D AP
ST V 0 AK ED WARD J. W/MMER
CITY ENGINEER
9-1-20 9-1-20
DA TE
DA TE
9-1-20
DA TE:
SAN DIEGUITO WATER DISTRICT
DA TE SIGN DA TE
/20
- Q�pF ESS/pN
�0NAEL q�l
co
No. 71651 o m
Exp. 12/31 /21
I
OFCA\_\F���\P
ENCINITAS FIRE DEPARTMENT
SIGN
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
GRADING PLAN FOR:
CDP-3097-2019
1383 HYGEIA AVENUE
APN: 254-112-87
DA TE
DRAWING NO.
14496-G
SHEET 1 OF 3
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PLSA 2925
LDEV-012123-2019
LEGEND
— — PROPERTYLINE
RIGHT-OF-WAY LINE
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING CONTOUR LINE
-- PROPOSED SETBACKS
PROPOSED BUILDING FOOTPRINT
. Y , ` . ` . ` .: PROPOSED PERMANENT BMP AREA, SEE DET. THIS SHT.
PROPOSED DECK PER ARCH PLANS
— -•�— CENTERLINE OF ROAD
38 PROPOSED CONTOUR LINE
EXISTING RETAINING WALL
PROPOSED RETAINING WALL
PROPOSED PVC S TORM DRAIN
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)
1r1 CIL SAN DIEGO GAS & ELECTRIC COMPANY EASEMENT RECORDED MAY 12,
1937, BOOK 649, PAGE 307, O.R. (NO WIDTH GIVEN)
CIL SAN DIEGO GAS & ELECTRIC COMPANY EASEMENT, RECORDED APRIL 3,
1945, BOOK 1848, PAGE 267, O.R. (NO WIDTH GIVEN)
SAN DIEGO GAS & ELECTRIC COMPANY EASEMENT, RECORDED MAY 4,
1976, FIP. 133883, 0, R. (DOES NOT AFFECT THIS PROPERTY)(NOT PLOTTED)
(D SAN DIEGO GAS & ELECTRIC COMPANY EASEMENT. RECORDED APRIL 15,
1994, FIR 1994-250664, O.R.
PRIVATE INGRESS, EGRESS, ROAD, PATIO, WALKWAY EASEMENT,
RECORDEDJANUARY26, 2015, FIP. 2015-0033892, O.R. (DOE'S NOTAFFECT
THIS PROPERTY)(NOTPLOTTED)
SAN DIEGO GAS & ELECTRIC COMPANY EASEMENT, RECORDED AUGUST 11,
2017, F/R 2017-0365101, O.R.
(APPROXIMATE LOCATION BY SDGE MARKOUT FLAGS)
% CITY OF ENCINITAS EMERGENCYACCESS EASEMENT, RECORDED
/ JANUARY23, 2018, FIP. 2018-0027401, OR
co
10 5 0 10 20 30
GRAPHIC SCALE W FEET
SA 4+69 HYGEIA
STA 0+00 LWD S.M.N. 03-0300 4+50
a
0
EX. LWD S PVc - HYGEIA AVENUE
SEWER PER LWD
AS -BUILT 3A-03 TRENCH
y RESURFACING PER
CITY OFI EX. WATER STANDARD
ENCINITAS
S
i RESURFACING DEAL
t
PRIVATE ROAD EASEMENT PER
PM 3605
30' PRIVATE ROAD '
EX. PLANTER
r"--- DISTRICT TO INSTALL
CONTRACTOR TO I I" COPPER WATER
DECORATIVE
ENSURE DRAINAGE FD. 3/4"!P WIDISC ISSLA TERAL AND DUAL
FLOWS TO HYGEIA AVE. COBBLE RIPRAP 3065" PER PM 3065, PM METER PER WS-09 AT
IE102.5
21559, TOP BROKEN — I OWNERS EXPENSE
FD. MAG &WASHER IS"A,-
8211 ", N.R. ACCEPTED IN �t 6" HEADWALL
LIEU OF 2" IP PER PM ( l PRIVATE ROAD EASEMENT PER
_ - 21559
I ` PM 3605
30 PRIVATE ROAD
II 4-
I
C17Y APPROVED PAVER Wl MIN. 318" VOID BY
VOID FILLER - 118" TO 318" (N0,8) ORCO AQUABRIC OR CITY APPROVED
AGGREGATE IN VOIDS EQUIVALENT BEDDING COURSE-2" THICK OF 118' TO
3/8" (NO.8) AGGREGATE
6"X 16" PCC FLUSH CURB CHOKER COURSE- 4" THICK OF 318" TO 112"
OR DEEPED G-1 CURB (NO.57) CRUSHED ROCK
SEWER LA TERAL DA TA
SEQ.
LOT
STREET
STATION OF
INVERT
LENGTH
DROP T
LATERAL
ELEV.
LATERAL
GROUND
DEP TH
BELOW
PAD
UPSTREAM
BACKWATER
N0.
N0.
LATERAL
AT MAIN
!E
OF
LATERAL
MAIN
AT PL
SLOPE %
ELEV.
AT PLPL
PL
To IE
ELEV.
FT
MH RIM
ELEV.
VALVE
REQ D
REMARKS
1
2
1 + 79. 8
99.07
9.93 LF
4.75
104.00
2. 37-
110. 0'
6. 0'
114.0'
109. 23'
NO
4- SOR 35
h X
EX. L WD 8 VCP
SEWER PER L WD
AS -BUILT 3A-02 P VATE ROAD EASEMENT PER I
PM 21559 I
24' PRIVATE ROAD --- —I
•
STA.1+79.80
PROP. 4" SEWER LATERAL TRENCH
PER LWD STD. DWG. S-17, RESURFACING PER
S-25 AND S-32 (TYPE 11) + CITY OF ENCINITAS I
STANDARD TRENCH
RESURFACING DETAIL ! I
STA 1+84.80 i
LWD S.M.H. 03-0330
RIM = 109.23� 4" PVC PIPE @ 7%
IE OUT = 99.75
TRENCH AND
SEWER CLEANOUT PER LWD RESURFACE PER
CITY STD DWG i 8" PVC OVERFLOW `
STD DWG. 5-25
112.2 FG STRUCTURE
TG 111R5' ( a ~~ FD. 314" IP IS 8211" PER PM
IE=109.0' N15�7T0'12" 0 __. 21559 L
FD. 314" IP IS 8211° 112.2 FG 112
PER PM 21559, UP 0.7' MAINTAIN 12' BIORETENTION ARE
ACCESS DURING • • - 960 Sfi - - DET, THIS
CONSTRUCTION ' . F6=?! 1.2. ` . ` f
0
OIL E�OVERHEADELECTRIC
OWER POLE TO REMAIN
6" HEADWALL 112.2 G
113.7 TG ``• 4" PVC 1.0% t
23.5' SDG&E EASEMENT �_ y _ __ 113.7 TG
i 11.71E a o 114.0 FG ! �2� -- -- - II 114.0 FG 112, t !E
LIMITOFREt � AND RESET
"
c„ I PERVIOUS PAVERS ° 4 ATTRIUM v
�� 25' FRONT YARD oB ( GRATE, (TYP.) v-
113.5 TG
o / SETBACK 113.7 TG
REMOVE AND 112.5 IE
RESET PERVIOUS 113.7 TG
5 !E 112.2 IE 4"PVC @ 1.0%
DELLPY
114.0 FG
l EXISTING II rv_
PAVER I �� `� •�
DRIVEWAY ` ._. 5.0% -- —� 25' REAR YARD Ij ^
SETBACK I CONNECT WALL
f ? ;
SUBDRAIN TO
114.5 FG PROPOSED SINGLE I ® STORM DRAIN
i
EMERGENCY' !
' ACCESS DD 1
--EASEMENT J
NEW PERVIOUS -
PAVER
DRIVEWAY
Lflutr
wr.
13.9
118. 118.0 TIN113.01E
D ,N
117. (4w 116.0 BW =�
FD. L&D "LS 8211 " N.R. 118.0 TW
z ! ACCEPTED IN LIEU OF 114.0 BW
m 314" IP PER PM 21559
t FA.MILYRESIDENCE
6" TRENCH DRAIN FF 114,67'
TG=114.31E= 112.7 PAL) 114.00'
—PCC ENTRANCE
PROPOSED
GARAGE
-6"X16"PCC
CUTOFF WALL
6" TRENCH DRAIN 2' ROOF EVE, TYP.
TG=1.14 3 IE=u1 -'
117.0 TIN
tt BIN
PRELIMINARY GRADING PLAN
cr�ar �' f=gym
114.67 FS
0.. 4.4FGHP1� 2.0
C-2 RETAINING REMOVE FENCE
WALL
1I
-.05.0.,
C 4 (1
R�
�i4lY
14
�--i013
118TG�`
J FG
s
118.0 TW
118.0 TVJ
FD. 314" IP TS 8211 " PER
114.0 BW
114.0 BW
PM 21559
1-S3 RY# OVSE
,.
- -.y
r- r!
.•*a
i', s _ - ..J•'e
- -
dam.
'.�,,-.�
/--- MIN 6" THICK OF 314" CRUSHED ROCK - REFER
TO MANUFACTURER'S SPECS. FOR THICKNESS
FOR FIREAPPARTUS (H-20) LOADING - IF
t I APPLICABLE
SOIL SUBGRADE
NOTES
ALL AGGREGATE MUST BE CLE4MWASHED AND FREE OF FINES (SAND, SILT, ETC.)
THE PAVERS SHALL ACTBESEALE'DONCE THE VOID FILLER HAS BEENADDED
EACH COURSE SHALL BE VIBRATORYCOMPACTED BEFORE PLACEMENT OF NEXT COURSE
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
- SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLYEXPANSIVE SOIL - SUBDR41NMAYBE REQUIRED
CONSTRUCTION:
- PAVERS TO BECOVEREDAND PROTECTED DURING CONSTRUCTION
PERVIOUS DRIVEWAY PAVER DETAIL
NOT TO SCALE
PL
TOP OF WALL
(TW)
I
BOTTOM OF WALL
e �(BW)
. e
TYPICAL WALL ELEVATION
LOCATIONS SHOWN ON PLAN
NOT TO SCALE
2" HARDWOOD MULCH/ GRASS
COVER OR CITY APPROVED
8" OVERFLOW PIPE EQUIVALENT
TG=111.5 FG=111.2
IE=109.0
e i2"
F __. ► ," VD
DROUGHT TOLERANT
PLANTS, 18" O.C. MIN,
DECORATIVE COBBLE
�RIPRAP
/---4" DRAINAGE PIPE
18" LAYER ENGINEERED S101 r 40 MIL POLY LINER
*SEE NOTE BELOW 61lrf,:j! I —i I (=III=I i 2" LAYER OF 3!8"GRAVEL
4"DISCHARGE PIPE=—
"" 12" LAYER OF 3/4" GRAVEL
**SEE NOTE BELOW
Ott MIL POLY LINER � � � �� � � 4" PERFORATE PVC DRAIN
' ! PIPE
BIORETENTION AREA DETAIL
NOT TO SCALE
' BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX
WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST
OR HARDWOORD MULCH, AND 20-30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR
OBJECTS, 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 BIORETENTION BASIN
�-qF ESSI
AEL qe �
C10 2
No. 71651 0
Exp. 12/31 /21
I
0FCA0F��`P
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
UESIGNE!) tyY.
QHAWN tIr'
C:HEUKEL) &r."
ENGINEERING DIVISION APPROVALS
+CITYOFENCINITAS -DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
_
04/20/2022
DESCRIPTION: 25" DISC IN SIDEWALK AT THE
SOUTHWAST CORNER OF LEUCADIA BLVD. AND
ORPHEUS A VE. PER ROS 18416, AS P T NO 1024
ELEVATION: 17&543
DATUM: (yg yp tfl--
B IAN ARDOL DA TE 2
SENIOR ENGINEER DATE
IN
DATE
PLANS PREPARED UNDER SUPERVISION OF
DA TE 7 2 t 20
I� R. C. E. NO.: 71651
BRIAN M. AROOLINO EXP.: 12-31-21
RECO D' AP
`� ` ` `�`' ''�`" `-
S WA EDWARD J. WWMER
9-1-20 CITYENGINEER
DA DATE U
TE
GRADING PLAN FOR:
1383 HYGEIA AVENUE
APN: 254-111-87
CDP-3097-2019
' �6- a
PUBLIC WORKS
PLANNING
REWE►�lrER
SHEET 2 OF 3
INSPECTOR
T 4
19/22
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L D EV-012123-2019
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1
(HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT
SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE
MATERIAL AS APPROVED BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LBS PER ACRE OF ROSE CLOVER
2.20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4.4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5.3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 1/2 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A
PUBLIC STREET OR RESIDENTIAL STRUCTURES.
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED
ON SAID CONTAINERS.
10. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50%
OF THE STRAW INTO THE SOIL.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WHTH
15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
1. TRACK WALKING SLOPES STEEPER THAN 6:1.
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE.
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT
NOT SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR
GROWTH.
5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE
HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
COMPLETED AND ALL SECURITY RELEASED.
LANDSCAPE EFFICIENCY BMP NOTES
1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO
DETECT PLANT OR IRRIGATION SYSTEM FAILURE
2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION
3. ERADICATION OF INVASIVE SPECIES
4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED
5. REPLENISHING MULCH AS NEEDED
6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY
PLANT GROWTH
7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W/BATTERY BACKUP)
11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS "HYDROZONE"
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER
ALLOWANCE)
ADDITIONAL NOTES
1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE
COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT
SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING,
FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM
LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO
ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE
TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO
WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS,
PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS,
SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET.
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR
FUTURE SINGLE-FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE
AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE
APPROVED AS PER PC RES. 2006-27.
co
N
10 5 0 10 20 30
GRAPHIC SCALE IN FEET
GRAVEL BAGS OVERLAP
^Kl-r 1 /11 1MM
TWO LAYERS OF GRAVEL BAGS
RUNOFF WITH ENDS OVERLAPPED
INLET PROTECTION
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE POSTS AND EXTEND IT
INTO THE TRENCH.
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2. STAPLE EXTRA STRENGTH SILT FENCE OR
WIRE FENCING TO THE POSTS. IF USING
EXTRA STRENGTH SILT FENCE, POSTS ARE
TO BE SPACED CLOSER THAN STANDARD
PRE -MANUFACTURED SILT FENCE
PRODUCTS.
6 IN (15 CM)
.P 'I
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
I
WIRE IF INSTALLED)
SILT FENCE DETAIL
NOTE:
CONTRACTOR TO MODIRY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
DITCH
LEGEND
Lu
WIDTH AS REQUIRED
- - PROPERTY LINE TO ACCOMODATE Q
CENTERLINE OF ROAD ANTICIPATED TRAFFIC
PROPOSED CONSTRUCTION
ENTRANCE PER DETAIL THIS SHEET
A 19' RADIUS
PROPOSED GRAVEL BAG BERM 50' MIN MIN.
PROPOSED SILT FENCE
FD. 314" IP "LS 8211"
PER PM 21559, UP 0. 7'
CONSTRUCTION
ENTRANCE PER
DETAIL THIS SHT.
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FILTER
FABRIC
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAG DETAIL
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A -A
CONSTRUCTION ENTRANCE DETAIL
ORIGINAL
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-SILT FENCE PER DETAIL THIS PAGE, (TYP.) PM 21559
THIS SHT. (TYP.)
EROSION CONTROL PLAN
SCALE; 1 "=10'
==-
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LEUCADIA WATER DISTRICT NOTES
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK,
OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING OR AFTER CONSTRUCTION.
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA
WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD
DRAWINGS, MOST CURRENT EDITIONS, IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS
GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT
ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON
THEJOBSITEATALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FORA PERIOD OF ONE YEAR AFTER THE DATE OF
FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE
DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE
WHATSOEVER TO LWD.
6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE LWD PERMIT FOR
CONSTRUCTION AND SHALL PROVIDE MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO
CONSTRUCTION.
7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF
THE LOCATION OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE,
OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING
PRIOR TO CONSTRUCTION.
9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT
PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW
TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD
INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER.
10, ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS
OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS.
11, A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE
CONTRACTOR.
12, ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
13, ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND
TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL
ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES
AND UTILITY LATERALS.
14, ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD
INSPECTOR PRIOR TO PAVING.
15, ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES OR SHALL BE MADE
BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES,
STANDARD BELL AND SPIGOT OR PLAIN END WYES ANd PLAIN END PIPE SPOOLS MATCHING THE
ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. GASKETED
PVC SADDLE WYES MAY BE USED FOR EXISTING SEWER MAINS 12-INCHES AND LARGER, ALL
CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD
DRAWING S-32,
16, FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8-INCH DIAMETER,
CONTRACTOR SHALL CUT IN A NEW WYE PER ABOVE OR MAY USE A SUITABLY SIZED SEWER SADDLE
WYE PER STD. DWG. S-32.
17, IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER
SHALL BE TEMPORARILY PLUGGED AND BY-PASSED. A BY-PASS PLAN IN ACCORDANCE WITH LWD
STANDARD DRAWING S-32 MUST BE REVIEWED AND APPROVED BY THE LWD DISTRICT ENGINEER
PRIOR TO INSTALLING THE TEMPORARY PLUG.
18, FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF
PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC
SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL
BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR
COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND
ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A
POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS
SHALL BE AS MANUFACTURED BY PIN PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER.
19, PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE-IN TO EXISTING VCP.
FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC A FERNCO SERIES 5000
COUPLING OR APPROVED EQUAL SHALL BE USED.
20, FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED
ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS
EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK
TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO
THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT
ENGINEER PRIOR TO THE START OF CONSTRUCTION.
21, CONTRACTOR SHALL BE A WARE THAT LWD FACILITIES PROVIDE WASTEWATER CONVEYANCE,
TREATMENT, AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LWD OR
THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR OPERATIONS, MAINTENANCE, OR
EMERGENCY REPAIR AT ANY TIME. THE CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACILITIES
IS MAINTAINED AT ALL TIMES (DURING CONSTRUCTION AND AT THE END OF EACH CONSTRUCTION
DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED TO ASSIST WITH ACCESS WHILE WORKING
AROUND LWD FACILIITIES.
22, CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD
FACILITIES AND STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME
DAMAGE LWD OR PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP
WORK, NOTIFY LWD, MINIMIZE AND CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES
TO THE SATISFACTION OF THE LWD ENGINEER AT NO COST TO LWD INCLUDING INSPECTION AND ANY
BYPASSING REQUIRED. DAMAGE CAUSED TO SEWER FACILITIES SHALL BE REPAIRED IN
ACCORDANCE WITH ALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR
LWD APPROVAL PRIOR TO REPAIR.
23, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS; CONTAINING
ANY SEWAGE SPILLS; RECOVERYAND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY
WORKADJACENT TO LWD FACILITIES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A
SEWAGE SPILL WHILE PERFORMING THE WORK CONTRACTOR WILL BE RESPONSIBLE FOR ALL
CLEAN-UP COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF SEWAGE SPILL
CAUSED BY THE CONTRACTOR.
24, CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES IN
THE AREA OF WORK POTENTIALLYAFFECTING LWD SEWER FACILITIES.
25, CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER CROSSINGS,
OVER CROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED,
26, PRIOR TO CONSTRUCTION CONTRACTOR SHALL OBTAIN AN ENCORACHMENT PERMIT FROM THE CITY
OF ENCINITAS FOR ALL WORK IN STREET RIGHT-OF-WAY,
QR(3F ESS/O�,
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Exp. 12/31 /21
OFI
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
L1LD1L21V«' 0':
UrT
c,mauncu 0 F.
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
mum
Rviv
I
BMA
04/20/2022
DESCRIPTION: 2.5" DISC IN SIDEWALK AT THE
SOUTHWAST CORNER OF LEUCADIA BLVD. AND
ORPHEUS AVE. PER ROS 18416, AS PT NO. 1024
ELEVATION: 178.543
DATUM: NAVO88�
BRIAN ARDOLINO DATE
SENIOR ENGINEER DATE
IN
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE. 7 21 20
R.c.E. No.: 71651
BRIAN M. ARDOLINO EXP.: 12-31-21
RECD D • AP
sT v wA EDWARD J. WINNER
9-1-20 Cl9 1 ENGINEER
DATE DATE
GRADING PLAN FOR:
1383 HYGEIA AVENUE
APN: 254-112-87
CDP-3097-2019
14496-G
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
MT
SHEET 3 OF 3
••
•
LDEV-012123-2019 PLSA 2925