2019-14620 G (Plans)RIGHT OFWAYNOTE
OVER IS TO OBTAIN A CON57PUCRON PERMIT 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 NOTCE AND DOUBLE PERMIT FEES IT IS THE
RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS
DRAINAGENOTE
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.
UTILITYNOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
THE ALL SHALL ARDSROF ACCORDANCE NTH OFSENCINTAS THE STANDARD SAN DIEGO( AREANREGIIO ALUBST NDARDSDRAWNGSCANY
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2 THE SOILS REPORT 97LED 'PRELIMINARY GE07ECHNICAL INVESTIGATION EVALUA TION, PROPOSED TWO STORY RESIDENCE, 1337 EOLUS
AVENUE, APN 254 - 370 -021 CITY OF ENCINITAS, SAN DIEGO COUNTY, CALIFORNIA. " DATED SEPTEMBER 27, 2018, AND UPDATED
ADDENDUM LETTER TITLED PRELIMINARY GEOTECHNICAL EVALUA PON. PROPOSED TWO STORY RESIDENCE, 1337 EOLUS AVENUE, APN
254 - 370 -02 CITY OF ENCINITAS, SAN DIEGO COUNTY CALIFORNIA. DATED MARCH 22, 2019 AND GEO7ECHNICAL COMMENTARY OF SOIL
PERCOLAPbN CHARACTERISTCS, PROPOSED TWO - STORY RESIDENCE, 1337 EOLUS AVENUE, CITY OF ENCINITAS, SAN DIEGO COUNTY, GRADI
CALIFORNIA" DA TED MARCH PLAN.. ALL GRADING SHALL BE DONE INEACCORDANCE NTHGTHE RECOMMENDATIONS AND SPECIFICA PONS CONTAINED IN SAID( SREPORTG
3 SEPARA7E APPROVALS AND PERMITS FOR ANY CONS7RUCRON WITHIN PUBLIC RIGHT-OF- WAY OR EASEMENTS SHALL BE REQUIRED IN
CONJUNCTION WITH IMPROVEMENT PLANS
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7E GRADING.
5. CON7RACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PR07ECT ADJACENT PROPERTIES DURING GRADING OPERA PONS
ANYTHING DAMAGED OR DES7ROYED 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 DIS7URBED OR DES7ROYED SHALL BE
RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
7 THE CON7RACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE RESPONSIBLE
FOR CONFORMING TO ALL LOCAL, SPATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/21 MILE OF A S7RUC7UEE FOR HUMAN OCCUPANCY SHALL NOT BE
CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7.•30 A.M. 0 ON S47URDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS
9. NO GRADING OPERATIONS SHALL COMMENCE UNRL A PRE- CONS7PUCRON MEETING HAS BEEN HELD ONS17F WITH THE FOLLOWING
PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION
MEE77NG SHALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONS7RUCRON 5I7E 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 ENGINEER MAY IMPOSE NTH REGARDS TO THE HAULING OPERATION.
It UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL
RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION' SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 14620-G HAS
BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN 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 7RENCHES 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
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE
13 THE CON7RACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POS177VE DRAINAGE AND PREVENT POND /NG OF
WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE S17E AND
SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNRL SUCH TIME AS PERMANENT DRAINAGE AND
EROSION CON7ROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD
SPECIF /CA T/ON. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND.
THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, W47ER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS
15. CUT AND FILL SLOPES SHALL BE CUT AND 7RIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION.
7HE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND 7RIMMED 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
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
S17E BY HHEECONTRACbk SO AS TO AVE THE AREAS�THAMATERIAL BEENLCLEAREDLNTH A' PILED OR FNISHED APPS R NCE FREE RO
UNSIGH7L Y DEBRIS APPROVAL OF LOCA RON OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR
TO THE DISPOSAL OF ANY SUCH MATERIAL.
17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT NTH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. 7REE5
LOCATED WITHIN CITY S7REET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY 7REES AND
SHALL BE PROTECTED IN PLACE DURING C0NS7PUCIP0N UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR
DISTURBANCE OF CITY 7REE ROOT SYSTEMS SHALL OCCUR WI7HIN THE CITY TREE DRIP LINE AREA (THE AREA FROM 7HE 7RUNK OF A
7REE TO THE OUTERMOST EDGE OF THE 7REE CANOPY PROJECTION ON THE GROUND. F A CITY TREE IS NOT CLEARLY LABELED TO BE
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS' AR CONFLICT WITH A CITY 7PEE, IT MUST NOT BE
DISTURBED UNLESS 7HE PLAN IS REVISED TO ADDRESS THE 7REE REMOVAL.
18, /F ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOG /CAL RESOURCES ARE INADVER7EN7LY DISCOVERED GRADING ACTIVITY, THE
PROJECT CON7RACTOR SHALL DIVERT DIRECT OR TEMPORARILY HALT GROUND - DISTURBING ACPVRES IN THE AREA OF DISCOVERY TO
ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT
SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE 77ME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCES
SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPME
SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES
DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING
ACRVI77ES ARE ALLOWED TO RESUME.
19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT S17E
DURING CONSTRUCTION AC /UNITY, THE PERSON RESPONSIBLE FOR THE EXCA VA RON, OR HIS OR HER AUTHORIZED REPRESENTA RVE, SHALL
IMMEDIATELY NOTIFY THE SAN DIEGO 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
CORONERLHAS MADE THE NESS RYARNDINDS AS ORORIGINAANDAD POSBAbN PURS AT AMERICAN UBBCI RDSOURCES CODE 509798. ITHE
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 NA77VE
7ENCOREN(W0LDT RIN�A�R GT DAYDOSODFDIFD L FARES JECT DO A k O R�D ERMEWTHINTWOWO N SF BEINGNEI THEN MAINSEBTHS R H
AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN
HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS THE NAHC WOULD MAKE A DE7ERMINADON AS TO THE MOST LIKELY DESCENDENT IF
NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU (IN PLACE" OR IN A SECURE LOCATION IN CLOSE
PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY 0 dUR ON -SITE IN THE PRESENCE OF THE
TCA NATIVE AMERICAN MONITOR.
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NOT TO SCALE
DESCRIPTION APPROVED DATE
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MATTHEW VILLALOBOS AT (858) 500 -6782, 24 HOURS A DAY.
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER i
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 IS IMMINENT
J. DEWCES 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 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 P07ENRALLY UNSAFE.
7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN 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 PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
t3 //]: � i I � % � r �: / 1 /] � � �i r r/] � ►r/I /I, ►r r: t /] � 1 /� �' �/I d � ►B �'r: I II /3 rL/I � ►/ I i i I �/ l i I � i' [/1 'r � �
1. FOR STORM WATER POLLUTION C0N7ROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL
DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLEC77ON AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC
STORM DRAIN SYSTEM.
2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CON7ROL SHALL NOT BE MODIFIED WITHOUT A PERMIT
FROM THE CITY.
3 ALL IMPERVIOUS AREAS WITHIN THE S17E SHALL DRAIN TO APPROVED BMP /IMP FACIL177ES AND /OR TO 7URF OR LANDSCAPED AREAS
WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
BMP /IMP FACILITY AND /OR THE 7URF /LANDSCAPED AREAS
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN
DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 29 CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM
THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /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 SEPARA7E ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED 7RASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE
REQUIREMENTS 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 IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
7RASH ENCLOSURE AREA. THE BERM CAN BE CONS7RUC7ED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE
ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE
SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FLIER AND DISCHARGED INTO THE PUBLIC SANITARY
SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYS7EM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS
S7RUC7URE.
SAN DIEGUITO WATER DISTRICT NOTES.•
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONS7RUC7ED ACCORDING TO THE STANDARD SPECIRCAPONS OF THE
CURRENT WATER AGENCIES' STANDARDS COMMITTEE (AA SC).
2 REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DIS7PICT DOES NOT CONSTITUTE REPRESENTAPON 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 EX /STING FACILITIES. WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL
BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UITLITY 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 DIEGUITO
WATER DIS7RICT
4. CON7RACTOR AND OWNER ARE RESPONSIBLE TO RELOCA7E 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 FACILITIES MUST MEET CURRENT
WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED
TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS.
7 ALL WATER SERVICES TO BE CONS7RUCTED CLEAR OF DRIVEWAYS AND ALL OTHER 7RAVELED WAYS WATER METERS MUST BE IN
FRONT OF THE PARCEL THEY ARE SERVING.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONS7RUCRON OR REPAIR OF
ALL POTABLE WA TER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MA TER /ALS
TO BE NO -LEAD BRASS PARTS
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN
ACCORDANCE WITH WC -17 OR WC -18.
BENCHMARK
CITY OF ENCINITAS SURVEY CONTROL NETWORK PNT NO.
1024 STATION NAME "1344CCS1" 25" DISK IN SIDEWALK IN
THE SOUTHEAST QUADRANT LEUCADIA BLVD. AND ORPHEUS
AVENUE, 37' EASTERLY OF TRAFFIC SIGNAL.
DATUM. NAVD88 ELEVATION.• 178.543'
AS -BU /L T APPROVALS
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTIONACTIV/TIES
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 STORMWA TER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE
WASHOUT LOCATION.
CONSTRUCTION SITEACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF
SIZE. THIS SHALL INCLUDE USING MATERIAL SUCH AS J- 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 CON7ROL 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 � ►!/1 � '(A! 1 rl. � � / l /1 � ►/ I � ►/ /I a I: L ► / 1l � ►l � 1I [A 1 / 1 % / / / � G'1 I: 7 � I � ail i � i1 �l /l: I / � ►l e l i � ' 1 i � / /: / �: a
DIVERSION DIKES SHALL BE CONS7PUCTED TO CHANNEL RUNOFF AROUND THE CONS7RUCRON SITE CONTRACTOR SHALL PROTECT
CHANNELS AGAINST EROSION USING PERMANENT AND 7EMPORARY EROSION CONTROL MEASURES
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID
UNNECESSARY REMOVAL OF THE NA77JRAL GROUND COVER. DO NOT REMOVE 7REES OR SHRUBS UNNECESSARILY- THEY HELP DECREASE
EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONS7RUCRON IS NOT IMMEDIA7ELY PLANNED FOR EROSION CON7ROL
PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWNG ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE
SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACRVIRES ARE COMPLETE.
WATER USAGE FOR DUST CON7ROL SHALL BE MINIMIZED.
ON- SITECONSTRUCTIONMATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE
PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CON7RACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
STORED ON -SITE. ELIMINAIF OR REDUCE POLLUTION OF STORMW47ER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL,
PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER STORMW,47ER 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 CONS7RUCRON IN THE CITY OF ENCINITAS SHALL BE 7RAINED TO BE FAMILIAR NTH THE CITY
OF ENCINITAS STORMW47ER POLLUTION CONTPOL REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE
THE PROPERTY OWNERS) AND THE PRIME CON7RACTOR MUST INFORM SUBCON7RACTORS ABOUT STORMWAIER REQUIREMENTS AND THEIR
OWN RESPONSIBILITIES
WA S TE MA NA GEMEN T
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WAS7E AND UNUSED CONS7RUCRON MATERIALS DUMPING OF
UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STPIC7LY
PROHIB170.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPS7ERS
TO DIVERT THE NA711RAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUEN7LY FOR LEAKS DUMPS7ER LIDS SHALL REMAIN CLOSED
AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN S7RUC7URES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN
ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTPUCTON MATERIALS INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE WOOD,
AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIA7E LANDFILL OR DISPOSED
OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07LINE TOLL FREE
AT (800) 714 -1195. FOR INFORMAT7ON 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 IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONS7RUCRON DEBRIS SHALL BE KEPT AWAY FROM THE S7REET GUTTER, AND STORMDRAIN. CON7RACTOR MUST ROUTINELY CHECK
AND CLEAN UP MATERIAL THAT MAY HAVE 7RAVELED AWAY FROM CONSTPUCRON SI7F
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING
DEPARTMENT CITY OF ENCINITAS AT (760) 633 -2770.
NOTIFICATIONS
I. THE EXISTENCE AND LOCAPION OF UNDERGROUND UTILITY PIPES AND S7RUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE
PLANS, HOWEVER.- THE CON7RACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR
S7PUC7URES LOCATED AT THE WORK SITE. IT IS THE CON7RACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
UTILITIES OR S7RUCRIRES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UPILIFES AND NOFFICAPON OF
COMMENCEMENT OF WORK:
A. SEWERS - LEUCADIA WASTEWATER DISTRICT (760) - 753 -0155
B. GAS & ELEC7RIC - SDGE - (760) 438 -6200
C. WATER - SAN DIEGUITO WATER DIS7RICT - 1- 800 - 227 -2600
D. TELEPHONE - SBC BELL - (760) 489 -3411
E. CABLE TV - COX COMMUNICA PONS - (760) 806 -9809 X2233
2. CON7RACTOR SHALL NOIPFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON 7HIS PROJECT
PHONE: (760) 633 -2770.
3 THE CONNACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED
WITHOUT BENERT OF INSPECTION WILL BE SUBJECT TO REJECRON AND REMOVAL.
IMPERVIOUS AREA SUMMARY
IMPERVIOUS AREA PRIOR TO C0NS7RUC770N. 0 SF
IMPERVIOUS AREA AFTER CON57RUCRON. 2,865 SF
IMPERVIOUS AREA INCREASE: 2,865 SF
IMPERVIOUS AREA NEW /REMOVE AND REPLACE: 2,865 SF
STORM WATER STATEMENT
THE BIO- BASINS HAVE BEEN SIZED USING THE SIZING FACTOR OF 759 OF THE INCREASED IMPERVIOUS AREA.
2,865 SF X 0.075= 214 SF REQUIRED. 287 SF PROVIDED.
DEPARTMENT OF ENVIRONMENTAL HEALTH
Digitally signed by Poitras,
Jenna
Poitras Jenna
i Date:
2020.04.29 14:41:40
-07'00'
SIGN
PUBLIC WORKS
WNCENT L SAMPO DA 7E PLANNING
REVIEWER
SENIOR ENGINEER DA 7E INSPECTOR
PUBLIC WORKS
John Ugrob 5/27/2020
DA TE I SIGN
INT DATE PLANS PREPARED UNDER SUPERVISION OF
VINCENT L. SAMPO
ENGINEER OF WORK
DATE
DATE : 5 -12 -20
R.C.E. NO.: 44173
EXP. 6130121
PLANNING DIVISION
APPROVED
5/20/2020. (winter
OWNER
MATTHEW WLALOBOS
5796 ARMADA DRIVE, SUITE 375
CARLSBAD, CALIFORNIA 92008
SITEADDRESS
1327 EOLUS AVENUE
ENCINITAS, CA 92024
ASSESSOR'S PARCEL NO.
254 - 370 -02
n�rr �r ni�n�iry
LEGAL DESCRIPTION
THE SOUTHERLY 60.38 FEET OF THE NORTH 120.76 FEET OF THE WESTERLY 225
FEET OF ALL THAT PORTION OF LOT 2 IN BLOCK "K° OF SOUTH COAST PARK
ANNEX, IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STA7E OF CALIFORNIA,
ACCORDING TO MAP NUMBER 1788, FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAID SAN DIEGO COUNTY, MARCH 29, 1924.
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING AC77WTY AND ADVISE ON THE
COMPACTION AND STABILITY OF THE SITE
I (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 IN ANY MANNER
CONNECTED DIREC7LY OR INDIRECTLY NTH ANY ACTS OR OMISSIONS OF OVER OR OWNER'S
AGENTS EMPLOYEES, CONTRACTORS SUBCON7RACTORS OFFICIALS OFFICERS, OR
REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR
CONNECTED DIREC7LY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE
PRIVATE PROPERTY OR PUBLIC EASEMENTS
SIGNA7URE.• DA 7F.- 5 -12 -20
MATTHEW VILLALOBOS
SIGNATURE. DATE• 5 -12 -20
MAX VILLALOBOS
STATEMENT OF ENGINEER OF WORK
LEGEND
PROPERTY BOUNDARY
PROPERTY LINE /RIGHT OF WAY
SETBACK LINE
EXISTING CONTOUR
EXISTING ELEVATION
NEW CONTOUR
NEW ELEVA (TON
DAYLIGHT LINE
DRAINAGE SWALE
DIRECTION OF FLOW
CONCRETE MASONRY RETAINING WALL
SIO- RETENPON/BIO FIL7RATION BASIN
PRIVATE CATCH BASIN
PRIVATE GRAVITY STORM DRAIN PIPE
PERMEABLE PAVERS
CONCRETE
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED
STANDARDS AND PRACTICES OF THE ENGINEER'S MADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED
HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE
ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY 7HE CITY OF
ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINA RON BY THE CITY OF
ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS 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 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
WNHIN 7HE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE DATE.• 5 -12 -20 ESS /D�,�
VINCENT L. SAMPO
No. 44173 ° m
COMPANY SAMPO ENGINEERING, INC. w m
ADDRESS: 171 SAXONY ROAD, STE. 213 ENCINITAS CA. 92024 �1_ 06 -30 -21
PHONE NUMBER: (760) 436 -0660 S
RCE EXPIRES. • 6/30/21 9JFO V
F
CAS
SOILS ENGINEER'S CERTIFICATE
I, GARYSON R. WALKER, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PR /NC /PALLY DOING BUSINESS IN THE FIELD OF
APPLIED SOIL MECHANICS, HEREBY STATE 7HAT IT IS OUR PROFESSIONAL OPINION THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALENT WITHIN THIS SI7F WAS MADE BY ME OR UNDER MY DIRECTION ON SEPTEMBER 27, 2018, MARCH 22 2019 AND MARCH 6,
2020. ONE COMPLETE COPY OF THE SOILS REPORTS COMPILED FROM THIS S7UDY, WITH MY RECOMMENDATIONS HAS BEEN SUBMITTED TO
THE OFFICE OF 7HE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED 7HESE GRADING PLANS AND IT IS OUR PROFESSIONAL OPINION THAT
THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
SPECIFICA PONS.
SIGNED:
GARYSON R. WALKE GE.: 871
SIGNED:
DOUGLASS JOHNSTON CEG NO.: 2477
COMPANY PE7RA GEOSCIENCES
ADDRESS- 40880 COUNTY CENTER DRIVE, SUI7F M,
TEMECULA, CA. 92591
PHONE NUMBER: (951) 600 -9271
EARTHWORKDATA
NO. 2477
• CERTIFIED •
ENGINEERING
\n GEOLOGIST
MAXIMUM VERTICAL DEPTH OF CUT = 6.5 FEET
MAXIMUM VERTICAL DEPTH OF FILL = 32 FEET
CUT = 890 CY
FILL = 57 CY
EXPORT= 833 CY
REMEDIAL = 445 CY (3.0 REMOVAL AND RECOMPACRON UNDER, AND 5' OUTSIDE OF BUILDING AREAS)
DISTURBANCE AREA =7,793 SF
PARKS AND RECREATION
�ir7ette &aul 5/20/20
SAN DIEGUITO WATER DISTRICT
APPROVED
5/20/2020 , colson
SAN DIEGUITO WATER
'DATE SIGN DATE SIGN I DISTRICT I DATE
ENGINEERING D/V/SIONAPPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
APPROVED:
GRADING PLAN FoR 1327 EOL US A VENUE
clwaW tj W�xe,_ VILLALOBOS RESIDENCE
EDWARD J. WIMMERS /20/20 APN: 254 - 370 -02
DATE PLANNING CASE NO.' 18 -212 DR/COP, MULTI- 003269 -2019, DR- 003270 -2019, AND COP- 002742 -2019
SYMBOL
82
X 82.43 83.30)
83
83.30
-II II II-
- SD--M-SD-
-SD- SD-
L_ L_ L_ L_
0
BMP PROJECT STATUS '
STANDARD
ENCINITAS FIRE DEPARTMENT
/�ewwi V�e��ewet 5/20/20
N tl
O ? o
h
I a
1 1
z
SIGN DATE
M,
°° Z
Qn ��
DRAWING NO.
14620 -G
W "
r
SHEET 10F3
CONSTRUCTIONNOTES: i
zi
1. THE EXISTING TOPOGRAPHY AND BOUNDARY SHOWN HEREON BY SAMPO ENGINEERING,
INC. DATED 8124118
2. A PRELIMINARY TITLE REPORT WAS PREPARED BY FIRST AMERICA (TILE COMPANY DATED
JULY 30, 2018 AS ORDER NO. DIV- 5752040. SAID REPORT HAS BEEN REVIEWED AND ONE 1
E STING EASEMENT HAS BEEN FOUND AND PLOTTED HEREON.
4 AN EXISTING EASEMENT FOR UTILITY AND INCIDENTAL PURPOSES IN THE DOC. N0.
RECORDED DECEMBER 23, 1960 AS INSTRUMENT NO. 247436 OF OR. 16 69 163 91 EP
EP .: z�
J. EXISTING AND PROPOSED OVERHEAD UTILITY SERVICE LINES TO THE PROPERTY SHALL
BE INSTALLED UNDERGROUND. COORDINATION WITH SDG &E SHALL BE DONE BY OWNER OR
ARCHITECT AC PAVEMENT
4. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED
LAND SURVEYOR AND A CORNER RECORD SHALL BE FILED WITH THE COUNTY PRIOR TO
RELEASE OF OCCUPANCY.
I
5. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC
RIGHT-OF-WAY SHALL BE PROTECTED IN -PLACE DURING CONSTRUCTION OR REPLACED TO
SATISFACTION OF THE CITY ENGINEER. 4
EXISTING 25' EASEMENT
6. ALL EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE, CONTRACTOR TO VERIFY FOR ROAD PURPOSES
HORIZONTAL LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTING NEW IMPROVEMENTS
7 APPROVED NUMBERS AND10R ADRESSED SHALL BE PLACED ON ALL NEW AND EXISTING
BUILDINGS AND AT APPROPMATE ADDITIONAL LOCATIONS AS TO BE PLAINLY VISIBLE AND (63�8EP
LEGIBLE FROM THE STREET OR ROADWAY FRONTING THE PROPERTY FROM EITHER DIRECTION
OF APPROACH. 163.43
8. THE DEVELOPER SHALL INSTALL THE WATER SYSTEM ACCORDING TO WATFR AGENCIES, 1 9
(WAS) STANDARDS
9. NO OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION ALL ROADWAYS SHALL BE 12
MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR,
INCLUDING THE PARKING OF VEHICLES IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE
AND THE ENCINITAS FIRE DEPARTMENT �l
10. ALL ON -SITE STORM DRAIN, DRAINAGE SWALES, AND BMP AREAS ARE PRIVATE AND ,
SHALL BE MAINTAINED BY THE PROPERTY OWNER. Q o cl rH vciuicI 100
11. WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO EXISTING 3
GRADES AND SOIL ENGINEER RECOMMENDATIONS SOIL ENGINEER SHALL DETFRMINE FINAL
WALL FOOTING DEPTHS N
12 STORM DRAIN PIPES SHALL NOT BE CONNECIED TO SUB DRAIN PIPES �- 24 M/N163.07
13 ROOF DOWNSPOUTS TO BE DISCHARGED INTO BYO - RETENTION BASIN AREAS PRIOR TO
DISCHARGE TO THE SATISFACTION OF THE CITY ENGINEER. WATER SHALL NOT BE ALLOWED
TO POND ON SITE AND SHALL NOT DRAIN TOWARD BUILDING FOUNDATIONS SLOPE A 3
MINIMUM OF 2% AWAY FROM BUILDINGS, UNLESS INDICATED OTHERWISE BY THE SOIL 'goy
ENGINEER. N 1
14. THE SEPTIC SYSTEM SHALL BE APPROVED BY THE COUNTY DEH PRIOR TO PERMIT s
ISSUANCE. 12
15. THE DEVELOPER SHALL OBTAIN A GRADING PERMIT PRIOR TO THE COMMENCEMENT OF NEW PAVEMENT
ANY CLEARING OR GRADING OF THE SITE. WIDENING
163.
16. NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE PROJECT UNLESS A LETTER OF
PERMISSION IS OBTAINED FROM THE OWNERS OF THE AFFECTED PROPERTIES 16
17. THE MODIFICAPON OR REMOVAL OF THE SWPC FACILITIES WITHOUT A PERMIT FROM THE
CITY IS PROHIBITED. - - 162.94
6
18. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL 1�9
SHALL NO BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
16267E7,
19. CONCRETE FLOOR SLABS SHOULD BE A MINIMUM 4 INCHES THICK AND REINFORCED I
WITH NO. 3 BARS SPACED A MAXIMUM OF 24 INCHES ON CENTERS, BOTH WAYS
ALTERNATIVELY, THE STRUCTURAL ENGINEER MAY RECOMMEND THE USE OF PREFABRICATED I
WELDED WIRE MESH FOR SLAB REINFORCEMENT FOR THIS CONDITION, THE WELDED WIRE g
MESH SHOULD BE OF SHEET TYPE (NOT ROLLED) AND SHOULD CONSIST OF 6X6 1W29XW29 I 2
WWF (PER THE WIRE REINFORCEMENT INSTITUTE, WRI, DESIGNATION OR HEAVIER. ALL SLAB
REINFORCEMENT SHOULD BE PROPERLY SUPPORTED TO ENSURE THE DESIRED PLACEMENT
NEAR MID - DEPTH. REFER TO SOIL REPORT FOR ADDITIONAL RECOMMENDATIONS z
20. LIVING AREA CONCRETF FLOOR SLABS AND AREAS TO RECEIVE MOISTURE SENSITIVE
FLOOR COVERING SHOULD BE UNDERLAIN WITH A MOISTURE VAPOR RETARDER CONSISTING
OF A MINIMUM 10- MIL -THICK POLYETHYLENE OR POLYOLEFIN MEMBRANE THAT MEETS THE �.
MINIMUM REQUIREMENTS OF ASTM E96 AND ASTM E1745 FOR VAPOR RETARDERS (SUCH AS
HUSKY YELLOW GUARDX, STEGOR WRAP, OR EQUIVALENT). ALL LAPS WITHIN THE AC PAVEN T
MEMBRANE SHOULD BE SEALED, AND AT LEAST 2 INCHES OF CLEAN SAND SHOULD BE
PLACED OVER THE MEMBRANE TO PROMOTE UNIFORM CURING OF THE CONCRETE. TO I..
REDUCE THE POTENTIAL FOR PUNCTURES, THE MEMBRANE SHOULD BE PLACED ON A PAD
SURFACE THAT HAS BEEN GRADED SMOOTH WITHOUT ANY SHARP PROTRUSIONS IF A
SMOOTH SURFACE CANNOT BE ACHIEVED BY GRADING, CONSIDERAPON SHOULD BE GIVEN TO o
LOWERING THE PAD FINISHED GRADE AN ADDITIONAL INCH AND THEN PLACING A
1 �
1- INCH -THICK LEVELING COURSE OF SAND ACROSS THE PAD SURFACE PRIOR TO THE Q EP II
PLACEMENT OF THE MEMBRANE. REFER TO SOIL REPORT FOR ADDITIONAL 11
RECOMMENDATIONS
.... �.
21. ALL EXTERIOR CONCRETF FLATWORK HAVING THEIR LARGEST PLAN -VIEW PANEL 76275..
DIMENSION EXCEEDING 5 FEET SHOULD BE REINFORCED WITH A MINIMUM OF NO 3 BARS E°
SPACED 24 INCHES ON CENTERS, BOTH WAYS ALTERNATIVELY, THE SLAB REINFORCEMENT
MAY CONSIST OF WELDED WIRE MESH OF THE SHEET TYPE (NOT ROLLED) WITH
6X6 /W1.4XW1.4 DESIGNATION IN ACCORDANCE WITH THE WIRE REINFORCEMENT INSTITUTE
(WRI). THE REINFORCEMENT SHOULD BE PROPERLY POSITIONED NEAR THE MIDDLE OF THE
SMS. TO REDUCE THE POTENTIAL OF UNSIGHTLY CRACKING, CONCRETE WALKWAYS,
PATIO -TYPE SLABS, LARGE DECORATIVE SLABS AND CONCRETE SUBSLABS TO BE COVERED
WITH DECORATIVE PAVERS SHOULD BE AT LEAST 4 INCHES THICK AND PROVIDED WITH
CONSTRUCTION JOINTS OR EXPANSION JOINTS EVERY 6 FEET OR LESS PRIVATE DRIVEWAYS
THAT WILL BE DESIGNED FOR THE USE OF PASSENGER CARS FOR ACCESS TO PRIVATE
GARAGES SHOULD ALSO BE AT LEAST 5 INCHES THICK AND PROVIDED WITH CONSTRUCTION
JOINTS OR EXPANSION JOINTS EVERY 10 FEET OR LESS REFER TO SOIL REPORT FOR
ADDITIONAL RECOMMENDATIONS
22. SURFACE WATER SHALL DRAIN AWAY FROM BUILDINGS THE GRADE SHALL FALL A
MINIMUM OF 6" WITHIN THE FIRST 10 FEET AND 2q THEREAFTER.
24" MIN., U.N.O.
0
W � TYP. GRASS OR TURF LINED OPTION OVER
ANCHORS
( ) LANDLOK TURF REINFORCEMENT
` Q WHERE SLOPE EXCEEDS 5Z
1
ruin
2
1 MAX
MA\\ I- III -III 1
% /III
Ed I _ A
-1 i 1 -� I I -1 -1 1-11 I -1 1 I- 1''
I -III NOTES:
1. PLACE 3 ANCHORS PER SQUARE YARD OF MATFRIAL.
2 FOR GRASS OR TURF OPTION, INSTALL LANDLOK TRM 450
TY01PA I I /r-/'r-TA Tr-n nP A TAI A P_ T_ CI&A / T_ TURF REINFORCEMENT MAT
CHANGE NO.
DESCRIPTION
APPROVED
VOID FILLER - 118"
TO 318" (N0. 8)
AGGREGATE IN VOIDS
BEDDING COURSE - 2'
u OF118A TO 318" (NO. 8)
AGGREGATE \
POKER COURSE - 4" A
VCK OF318' TO 1 12A 2
57) CRRUSHED ROCK
MIN. 6- THICK
RUSHED ROCK
�Y�Jr�YO:IHrIr�I�
CITY APPROVED PERVIOUS
PAVERS W/ MIN. 3/8" VOID
MIN_ .
a.
a.
254-J70-01
r �
e
PERMEABLE PA VER DETAIL WITH CONCRETE EDGES
NOTES- NHS
-ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.)
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
- SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED
DATE BENCHMARK AS- BUILTAPPROVALS
CITY OF ENCINITAS SURVEY CONTROL NETWORK PNT NO.
1024 STATION NAME "134WCCS1" 25" DISK IN SIDEWALK IN PUBLIC WORKS
THE SOUTHEAST QUADRANT LEUCADIA BLVD. AND ORPHEUS 14NCENT L SAMPO DA 7E PLANNING
A VENUE, 37' EASTERL Y OF TRAFFIC SIGNAL. RE14EOER
DATUM. NAVD88 ELEVATION: 178.543' INSPECTOR
70- OJ
I f 1`=1 f�l` =1 f�i` -="1 f�i` =1 1`i'= f- ("T =�1 -1` - �:: • - - 1_1
" I PERMEABLE PAVERS PER DETAIL 'C' AND BASE PER.
6 WIDE x 16 SOILS ENGINEER RECOMMENDATIONS BASED ON R
DEEP PCC FLUSH VALUE TESTS
CURB I
INDICATES ELEVATION
PER PLAN
PA VER /STREET CROSS SECTION
DATE I PLANS PREPARED UNDER SUPERVISION OF
VINCENT L. SAMPO
ENGINEER OF WORK
DATE : 5 -12 -20
R.C.E. NO.: 44173
EXP. 6130121
SCALE =1
3.7'
WOOD FENCE
R/W
ING GRADE RAW 20.00'
DEEP ROOIED, DENSE, DROUGHT
-1 1 ^ TOLERANT PLANING SUITABLE
2" HARDWOOD FOR WELL DRAINED SOIL
6" WIDE x 22"
DEEP PCC CURB
1 0.50'
MIN
0.66' 1
KEY NOTES
DEMOLISH /PROTECT IN -PLACE O
1. DEMOLISH PLANTER BOX
2. DEMOLISH BUSHES
J. DEMOLISH TREE
4. PROTECT GAS METER
5. PROTECT TREE IN -PLACE
6. PROTECT BUILDING IN -PLACE
7 PROTECT WALL IN -PLACE
8. PROTECT CONCRETE IN -PLACE
9. PROTECT AC PAVEMENT IN -PLACE
10. PROTECT WATER METER IN -PLACE AND ADJUST WATER METER BOX TO GRADE AS NEEDED
11. PROTECT WOOD FENCE IN -PLACE
4 12 REMOVE AND RELOCATE EXISTING SIGN
13. PROTECT FIRE HYDRANT
0 14. PROTECT WATER VALVE
NEW IMPROVEMENTS ❑
1. NEW RESIDENCE PER ARCHITECTS PLAN
2. NEW GARAGE PER ARCHITECTS PLAN
3. PERMEABLE PAVER DRIVEWAY BY UNI -ECO STONE PER DETAIL `B" OR APPROVED EQUAL.
4. WOOD STAIRS ABOVE GRADE PER ARCHITECTS PLAN
5 CONCRETE MASONRY RETAINING WALL PER SDRSD C -1
6. PERMEABLE PAVER PA 110 BY UNI -ECO STONE PER DETAIL 'B" OR APPROVED EQUAL
7 CONCRETE MASONRY RETAINING WALL PER SDRSD C -4
8. 6" WIDE BY 16" DEEP PCC FLUSH CURB PER DETAIL `B"
9. 3' WIDE BY 6" HIGH WEIR CUT OUT OF TOP WALL FOR DRAINAGE BOTTOM OF WEIR 0 FLOW LINE
10. SPA PER SEPARA IF PERMIT
11. 5' HIGH WOOD FENCE AND GA IF PER ARCHITECTS PLAN
12. 12' WIDE AC PAVEMENT STREET WIDENING (MIN 4" AC OVER 6" CLASS ll BASE COURSE)
13. 8.5' WIDE X 19' LONG PARKING SPOT PER ARCHITECTS PLAN
114. CONDENSER PAD
315. COLUMN PER ARCHITECTS PLAN
16. DEEPENED FOOTING WALL
N 17 CONCRETE MASONRY RETAINING WALL PER SDRSD C -6
X18. CONCRETE MASONRY RETAINING WALL PER SDRSD C -3
p, 19. 7' WIDE X 25' LONG PERMEABLE PAVER PARKING SPOT PER DETAIL
20. 12" WIDE X 4" HIGH AC BERM TO MATCH EXISTING STREET FLOW LINE
=0 21. CONCRETE MASONRY RETAINING WALL PER SDRSD C -5
N 22. 1.3' WIDE BY 6" HIGH WEIR CUT OUT OF TOP WALL FOR DRAINAGE BOTTOM OF WEIR 0 FLOW LINE
ELEV. 161.80
STORM DRAIN /WA TER QUALITY O
1. PRIVATE 4" DIA. STORM DRAIN PIPE PER (SDR -35) PIPE M MIN. 19 SLOPE
2. PRIVATE 12" X 12" CATCH BASIN BY 'NOS' OR APPROVED EQUAL
J. 24 " WIDE VEGETATED DRAINAGE SWALE PER DETAIL
4. 160 SF BYO- RETENTION BASIN PER DETAIL `b" AND
5. PRIVATE 4" DIA STORM DRAIN PIPE PER (SCH -80) PIPE MIN. 19 SLOPE
6. 24 "X24" OVERFLOW CATCH BASIN WITH STEEL GRATE BY BROOKS OR APPROVED EQUAL
7 RIP -RAP ENERGY DISSIPA TOR PER SDRSD D -40 TYPE 1 WITH SILL USE 12 BACKING 12" THICK
OVER 12" DEEP D. G. FIL TER BLANKET
8. 122 SF BYO - FILTRATION BASIN WITH IMPERMEABLE LINER AT THE BOTTOM PER DETAIL F ON
SHEET 3
9. PRIVAIF 6" DIA. PERFORATED PVC SUB -DRAIN PIPE (SDR -35). SLOPE IZ MIN.
10. 6" PERFORATED STORM DRAIN PIPE OVERFLOW OUTLET PIPE SPREADER LAID LEVEL AND
CONSTRUCTED TO OUTLET IN A SHEET FLOW MANNER. END CAPS SHALL BE GLUED
11. PRIVATE 6" DIA. STORM DRAIN PIPE PER (SDRSD -35) PIPE 0 MIN. 19 SLOPE
12. PRIVATE 4" DIA. PERFORATED PVC SUB -DRAIN PIPE (SDR -35) SLOPE I MIN
UTILITIES 0
1. NEW SEPTIC TANK DESIGN BY OTHERS
2. NEW SEPTIC TIGHT LINE DESIGN BY OTHERS
J. NEW SEEPAGE PIT DESIGN BY OTHERS
4. DISTRICT TO INSTALL 1" COPPER WATER LATFRAL AND DUAL METER PER W5-09.
4" FOR DOMESTIC AND 1" FOR FIRE SPRINKLER AT OWNER'S EXPENSE
ABBREVIA LIONS•
BW, BOTTOM OF WALL
CB. CATCH BASIN
FG.• FINISH GRADE
FL: FLOW LINE
HP. • HIGH POINT
IE: INVERT ELEVALION
TG. TOP OF GRATE /I
TW.• TOP OF WALL
�o 0,i3F ESS /Ot
No. 44173 m
06 -30 -21 �c
CIV1\- �Q
"OF CA\_\F
10 5 0 10 20
17.66'
12" DEEP OF 4" CRUSHED ROCK HOKER COURSE 2" THICK OF
1/8- TO 3/8- (N0. 8) AGGREGATE
QIn_Q�r�nlrinnl
PA C/A/ nr-TAN
SOIL LAYER SHALL BE MINIMUM 12" DEEP "SANDY LOAM SOIL MIX
Y CONTENT USE BID 65 SOIL MIX THE EFFECTIVE AREA OF THE
ENGINEERING DI VISION A PPRO VA L S C/TYOFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
APPROVED: GRADING PLAN FOR: 1327 EOL USA VENUE
Ewa l J Gt/; ew VILLALOBOS RESIDENCE
EDWARD J. WI9MER50 20 APN.• 254 - 370 -02
DALE PLANNING CASE NO.- 18 -212 DR/CDP, MULTI- 003269 -2019, DR- 003270 -2019, AND CDP- 002742 -2019
SCALE: 1" = 10'
N
EOLUS A VENUE
0ci
h
-
0.
Z
N IW
250'
111.2'
Z
H
QZ
18p--- - - -__- `\
W
d�
8.0
6"X16' PCC FLUSH CURB
OR DEEPENED G -1 CURB
NEW \
r
2.1 WIDE AC PAVEMENT
(WHERE OCCURS)
STREET WIDENING (MIN 4 AC
-
OVER 6" CLASS BASE # COURSE)
PROTECT EXISTING \
�z
AC AND BASE
IN -PLACE
-
6" 21
VARIES \
VAS
VARIES
PERMEABLE PA VER DETAIL WITH CONCRETE EDGES
NOTES- NHS
-ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.)
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
- SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED
DATE BENCHMARK AS- BUILTAPPROVALS
CITY OF ENCINITAS SURVEY CONTROL NETWORK PNT NO.
1024 STATION NAME "134WCCS1" 25" DISK IN SIDEWALK IN PUBLIC WORKS
THE SOUTHEAST QUADRANT LEUCADIA BLVD. AND ORPHEUS 14NCENT L SAMPO DA 7E PLANNING
A VENUE, 37' EASTERL Y OF TRAFFIC SIGNAL. RE14EOER
DATUM. NAVD88 ELEVATION: 178.543' INSPECTOR
70- OJ
I f 1`=1 f�l` =1 f�i` -="1 f�i` =1 1`i'= f- ("T =�1 -1` - �:: • - - 1_1
" I PERMEABLE PAVERS PER DETAIL 'C' AND BASE PER.
6 WIDE x 16 SOILS ENGINEER RECOMMENDATIONS BASED ON R
DEEP PCC FLUSH VALUE TESTS
CURB I
INDICATES ELEVATION
PER PLAN
PA VER /STREET CROSS SECTION
DATE I PLANS PREPARED UNDER SUPERVISION OF
VINCENT L. SAMPO
ENGINEER OF WORK
DATE : 5 -12 -20
R.C.E. NO.: 44173
EXP. 6130121
SCALE =1
3.7'
WOOD FENCE
R/W
ING GRADE RAW 20.00'
DEEP ROOIED, DENSE, DROUGHT
-1 1 ^ TOLERANT PLANING SUITABLE
2" HARDWOOD FOR WELL DRAINED SOIL
6" WIDE x 22"
DEEP PCC CURB
1 0.50'
MIN
0.66' 1
KEY NOTES
DEMOLISH /PROTECT IN -PLACE O
1. DEMOLISH PLANTER BOX
2. DEMOLISH BUSHES
J. DEMOLISH TREE
4. PROTECT GAS METER
5. PROTECT TREE IN -PLACE
6. PROTECT BUILDING IN -PLACE
7 PROTECT WALL IN -PLACE
8. PROTECT CONCRETE IN -PLACE
9. PROTECT AC PAVEMENT IN -PLACE
10. PROTECT WATER METER IN -PLACE AND ADJUST WATER METER BOX TO GRADE AS NEEDED
11. PROTECT WOOD FENCE IN -PLACE
4 12 REMOVE AND RELOCATE EXISTING SIGN
13. PROTECT FIRE HYDRANT
0 14. PROTECT WATER VALVE
NEW IMPROVEMENTS ❑
1. NEW RESIDENCE PER ARCHITECTS PLAN
2. NEW GARAGE PER ARCHITECTS PLAN
3. PERMEABLE PAVER DRIVEWAY BY UNI -ECO STONE PER DETAIL `B" OR APPROVED EQUAL.
4. WOOD STAIRS ABOVE GRADE PER ARCHITECTS PLAN
5 CONCRETE MASONRY RETAINING WALL PER SDRSD C -1
6. PERMEABLE PAVER PA 110 BY UNI -ECO STONE PER DETAIL 'B" OR APPROVED EQUAL
7 CONCRETE MASONRY RETAINING WALL PER SDRSD C -4
8. 6" WIDE BY 16" DEEP PCC FLUSH CURB PER DETAIL `B"
9. 3' WIDE BY 6" HIGH WEIR CUT OUT OF TOP WALL FOR DRAINAGE BOTTOM OF WEIR 0 FLOW LINE
10. SPA PER SEPARA IF PERMIT
11. 5' HIGH WOOD FENCE AND GA IF PER ARCHITECTS PLAN
12. 12' WIDE AC PAVEMENT STREET WIDENING (MIN 4" AC OVER 6" CLASS ll BASE COURSE)
13. 8.5' WIDE X 19' LONG PARKING SPOT PER ARCHITECTS PLAN
114. CONDENSER PAD
315. COLUMN PER ARCHITECTS PLAN
16. DEEPENED FOOTING WALL
N 17 CONCRETE MASONRY RETAINING WALL PER SDRSD C -6
X18. CONCRETE MASONRY RETAINING WALL PER SDRSD C -3
p, 19. 7' WIDE X 25' LONG PERMEABLE PAVER PARKING SPOT PER DETAIL
20. 12" WIDE X 4" HIGH AC BERM TO MATCH EXISTING STREET FLOW LINE
=0 21. CONCRETE MASONRY RETAINING WALL PER SDRSD C -5
N 22. 1.3' WIDE BY 6" HIGH WEIR CUT OUT OF TOP WALL FOR DRAINAGE BOTTOM OF WEIR 0 FLOW LINE
ELEV. 161.80
STORM DRAIN /WA TER QUALITY O
1. PRIVATE 4" DIA. STORM DRAIN PIPE PER (SDR -35) PIPE M MIN. 19 SLOPE
2. PRIVATE 12" X 12" CATCH BASIN BY 'NOS' OR APPROVED EQUAL
J. 24 " WIDE VEGETATED DRAINAGE SWALE PER DETAIL
4. 160 SF BYO- RETENTION BASIN PER DETAIL `b" AND
5. PRIVATE 4" DIA STORM DRAIN PIPE PER (SCH -80) PIPE MIN. 19 SLOPE
6. 24 "X24" OVERFLOW CATCH BASIN WITH STEEL GRATE BY BROOKS OR APPROVED EQUAL
7 RIP -RAP ENERGY DISSIPA TOR PER SDRSD D -40 TYPE 1 WITH SILL USE 12 BACKING 12" THICK
OVER 12" DEEP D. G. FIL TER BLANKET
8. 122 SF BYO - FILTRATION BASIN WITH IMPERMEABLE LINER AT THE BOTTOM PER DETAIL F ON
SHEET 3
9. PRIVAIF 6" DIA. PERFORATED PVC SUB -DRAIN PIPE (SDR -35). SLOPE IZ MIN.
10. 6" PERFORATED STORM DRAIN PIPE OVERFLOW OUTLET PIPE SPREADER LAID LEVEL AND
CONSTRUCTED TO OUTLET IN A SHEET FLOW MANNER. END CAPS SHALL BE GLUED
11. PRIVATE 6" DIA. STORM DRAIN PIPE PER (SDRSD -35) PIPE 0 MIN. 19 SLOPE
12. PRIVATE 4" DIA. PERFORATED PVC SUB -DRAIN PIPE (SDR -35) SLOPE I MIN
UTILITIES 0
1. NEW SEPTIC TANK DESIGN BY OTHERS
2. NEW SEPTIC TIGHT LINE DESIGN BY OTHERS
J. NEW SEEPAGE PIT DESIGN BY OTHERS
4. DISTRICT TO INSTALL 1" COPPER WATER LATFRAL AND DUAL METER PER W5-09.
4" FOR DOMESTIC AND 1" FOR FIRE SPRINKLER AT OWNER'S EXPENSE
ABBREVIA LIONS•
BW, BOTTOM OF WALL
CB. CATCH BASIN
FG.• FINISH GRADE
FL: FLOW LINE
HP. • HIGH POINT
IE: INVERT ELEVALION
TG. TOP OF GRATE /I
TW.• TOP OF WALL
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No. 44173 m
06 -30 -21 �c
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17.66'
12" DEEP OF 4" CRUSHED ROCK HOKER COURSE 2" THICK OF
1/8- TO 3/8- (N0. 8) AGGREGATE
QIn_Q�r�nlrinnl
PA C/A/ nr-TAN
SOIL LAYER SHALL BE MINIMUM 12" DEEP "SANDY LOAM SOIL MIX
Y CONTENT USE BID 65 SOIL MIX THE EFFECTIVE AREA OF THE
ENGINEERING DI VISION A PPRO VA L S C/TYOFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
APPROVED: GRADING PLAN FOR: 1327 EOL USA VENUE
Ewa l J Gt/; ew VILLALOBOS RESIDENCE
EDWARD J. WI9MER50 20 APN.• 254 - 370 -02
DALE PLANNING CASE NO.- 18 -212 DR/CDP, MULTI- 003269 -2019, DR- 003270 -2019, AND CDP- 002742 -2019
SCALE: 1" = 10'
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TEMPORARY SILT FENCE
PER DETAIL H'
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DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
0.83'
3.17'
12" MIN. ENGINEERED SOIL
*SEE NOTE BELOW 12" DEEP OF J" CRUSHED ROCK
CHOKER COURSE 2' THICK OF
1/8" TO 3/8" (N0.8) AGGREGATE
B/0— RETENTION BASIN DETAIL
SCALE=1 " =5''
*BYO- RETENTION 'ENGINEERED SOIL LAYER SHALL BE MINIMUM 12" DEEP'SANDY LOAM SOIL MIX
WITH NO MORE THAN 59 CLAY CONTENT USE NO 65 SOIL MIX THE EFFECTIVE AREA OF THE
BASIN SHALL BE LEVEL
CHANGE NO. I DESCRIPTION I APPROVED
12" MIN. ENGINEERED
SOIL *SEE NOTE BELOW
OP
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15.30'
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
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OPEN SPACE
1R F� 0 EASEMENT
4.17''~
�/
CHOKER COURSE 2" THICK 0 f 10 EXISTING
1/8" TO 3/8' (N0. 8) AGGREGATE �� g SEE DETAIL, G F°a�1�16� 51��5 GRADE
12" DEEP OF J" CRUSHED ROCK 15
30 MIL HOPE IMPERMEABLE 7' TO DAYLIGHT
MEMBRANE PER SOIL ENGINEER
BIO— FILTRATION BASIN DETAIL
SCALE =1 " =5' F
*BYO - RETENTION 'ENGINEERED SOIL LAYER SHALL BE MINIMUM 12" DEEP'SANDY LOAM SOIL MIX
WITH NO MORE THAN 52' CLAY CONTENT USE BID 65 SOIL MIX THE EFFECTIVE AREA OF THE
BASIN SHALL BE LEVEL
DATE BENCHMARK AS- BUILTAPPROVALS
CITY OF ENCINITAS SURVEY CONTROL NETWORK PNT NO
1024 STATION NAME "134WCCS1" 25" DISK IN SIDEWALK IN PUBLIC WORKS
THE SOUTHEAST QUADRANT LEUCADIA BLVD. AND ORPHEUS 14NCENT L SAMPO DA 7E PLANNING
A VENUE, 37' EAS IERL Y OF TRAFFIC SIGNAL. REVIEWER
DATUM. NAVD88 ELEVATION: 178.543' SENIOR ENGINEER DA TE 1 INSPECTOR
APN: 254- JIO -01
W21
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t,AaWA MUM x-IU
18'X18 "X�" GALVANIZED
STE L PLA7F WITH
1 i/4" DIA. ORIFCE
FOR DRAINAGE
APN: 254 - 370 - OJ
6" DIA. PERFORATED PVC PIPE SUB -DRAIN
PIPE (SCHEDULE 40) 0 SLOPE 1% MIN.
IE/r 271.66
—MIN 6" (TYP)
3° (Typ)
a\<V,
3" X Jg"
STAINLESS STEEL
BOLT AND NUT
A
° 30 MIL HOPE IMPERMEABLE / da
MEMBRANE PER SOIL ENGINEE
J" MAX 6" DIA. PERFORATED ,
SUB -DRAIN PIPE
ENTERING INTO CATCH BASIN
° 1 114" HOLE DRILLED THROUGH
PLAIF 0 EXIT
DIA HOLE (TYP)
FLOW CONTROL ORIFICE PLATE DETAIL
DATE PLANS PREPARED UNDER SUPERVISION OF
VINCENT L. SAMPO
ENGINEER OF WORK
DATE : 5 -12 -20
R.C.E. NO.: 44173
EXP. 6130121
.1 �
�
SEE DETAIL
TO LEFT
- ORIFICE _ PLAN VIEW
FLOW
ENGINEERING DI VISION A PPRO VA L S
APPROVED:
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MATCH EXISTING GRADE
1. SET POSTS AND EXCAVATE A
4" WIDE X 4" DEEP
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS
/24"
NY
-11 4 INCHES
Il,lll�li -'
2. ATTACH THE SILT FENCING MATERIAL TO
THE POSTS AND EXTEND J. BACKFILL AND COMPACT THE
2'X2 "WOODEN INTO THE TRENCH. EXCAVATED SOIL.
POST OR
APPROVED
EQUAL II! l«
NO 7F.-
ALTERNATIVE SILT FENCE CONSTRUCTION MAY BE USED
IF FIRST APPROVED BY THE ENGINEER OF WORK AND
THE INSPECTOR
TYPICAL SILT FENCE
4" PVC PIPE FOR DRAINAGE
DEPENDING ON FIELD CONDITIONS
TYPICAL INLET PROTECTION
2 BAGS HIGH (TYR)
24" WIDE (MIN.) WEIR OPENING
FOR DRAINAGE OVERFLOW
WHERE NECESSARY
III %)l FLOW
FILTER FABRIC i
Li 1I1= 1I1 =1I1 =1 WIRE =1
SEE CALIFORNIA STORMWATER QUALITY
ASSOCIATION (CASQA) STANDARD DWG. N0.
SE -1 FOR ADDITIONAL INFORMATION
SEE CALIFORNIA STORMW47ER QUALITY
ASSOCIATION (CASQA) STANDARD DWG. N0.
SE -10 FOR ADDI RONAL INFORMA PON
WOVEN FABRIC GRAVELBAG
NTS
SEE CALIFORNIA STORMWATER QUALITY
ASSOCIATION (CASQA) STANDARD DWG NO.
SE -4 FOR ADDITIONAL INFORMATION
O�REC�10N v �SIAGGEREDR�T�� VEL BAGS
TYPICAL VELOCITY CHECK DAM
CALIFORNIA SEE I' ' QUALITY
A, STANDARD /
I•
MIN. A �;ALLER THAN � 61
FABRIC
WD 7H AS REQUIRED
GRADE
TO A CCOMODA 7E
TRAFFIC �• �.►
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BARRIER CONS 7RUCT AND , SEDIMENT
I" / A TO SEDIMENT NAPPING /
I
A BIL IZED CONSTRUCTION ENTRANCE '
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06 -30 -21 �c
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10 5 0 10 2
SCALE: 1" = 10'
CITY OFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
EROSION CONTROL PLAN FOR:
1327 EOL US A VENUE
VILLALOBOS RESIDENCE
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