2018-13911-G (Plans)R/GHTOFWAYNOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE
PUBLIC RIGHT OF WAY. FAILURE TO DO SO WELL RESULT IN ISSUANCE OF A STOP WORK NORCE AND DOUBLE PERMIT FEES IT IS THE
RESPONSIBILITY OF THE OWNER TO KNOW MHERE HIS/HER PROPERTY LINE IS
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NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES
FOR A MINIMUM OF 5 FEETAT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY
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ALL URURES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE Willi THESE PLANS, THE STANDARD SPECIRCA77ONS FOR PUBLIC WORKS CONSTRUCRON,
THE DESIGN CONSTRUCRON STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT RILED 'PRELIMINARY GEOTECHNICAL INVESRGATON PROPOSED SINGLE FAMILY RESIDENCE WITH POOL, DETACHED
3 -C4R GARAGE, AND A TWO STORY ACCESSORY DWELUNG UNIT" BY COAST GEOTECHNICAL DATED FEBRUARY 28, 2018, AND UPDATED
LETTER RILED GRADING PLAN REVIEW PROPOSED SINGLE FAMILY RESIDENCE WiTH POOL, DETACHED 3 -CAR GARAGE, AND A TWO -STORY
ACCESSORY DWELLING UNIT" BY COAST GE07ECHNICAL DATED NOVEMBER 5, 2018, AND UPDATED LE77ER RILED 'TEMPORARY STABILITY
ANALYSES PROPOSED SINGLE FAMILY RESIDENCE WITH POOL, DETACHED 3 -CAR GARAGE, AND A TWO -STORY ACCESSORY DWELLING UNIT"
BY COAST GE07ECHNICAL DATED NOVEMBER 8, 2018, AND UPDATED LETTER RILED "GRADING PLAN REVIEW PROPOSED SINGLE FAMILY
RESIDENCE WITH POOL, DETACHED 3 -CAR GARAGE, AND A 7W0 -STORY ACCESSORY DWELLING UNIT" BY COAST GE07ECHNICAL DATED
JANUARY 23, 2019, SHALL ALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NTH
THE RECOMMENDATIONS AND SPECIFlCATONS CONTAINED IN SAID REPORTS
3 SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-CF-WA Y OR EASEMENTS SHALL BE REQUIRED IN
CONJUNCRON WITH IMPROVEMENT PLANS
4. WRIT7EN PERMISSION SHALL BE OBTAINED FOR ANY OFFSIIE GRADING.
5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAURONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITON
EXISRNG PRIOR TO GRADING
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARX WHICH IS DISTURBED OR DESTROYED SHALL BE
RE- ESTABLISHED AND REPLACED BY A REGISTERED CIWL ENGINEER OR A LICENSED LAND SURVEYOR.
7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1X2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE
CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7.•30 A.M. NORR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCRON MEERNG HAS BEEN HELD ONSIIE WITH THE FOLLOWING
PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER GRADING CONTRACTOR AND PERMIT7EE. THE PRE - CONSTRUCTION
MEERNG SHALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770
10. PRIOR TO HAULING DIRT OR CONSTRUCTION M47FR1ALS TO ANY PROPOSED CONS7RUCRON SITE WTHIN 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 WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL ANDAOR FINAL
RELEASE OF SECURITY, AN "AS GRADED CERRFICARON" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT N0. 13911 -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 CERRFlES 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 COMPACRON OF FILLS AND BACKFILLS AND COMPACRON OF TRENCHES HE SHALL SUBMIT SOILS
REPORTS AS REQUIRED AND NLL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE
SHALL STATE THAT OBSERVARONS AND 7ES73 MERE 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 POSIRW DRAINAGE AND PREVENT PONDING OF
WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED MORK ON THE SITE AND
SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNRL SUCH TIME AS PERMANENT DRAINAGE AND
EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WIN STANDARD
SPECIFICARON. ALL VEGETABLE MA77ER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUKAL 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 CON7RACTORS RESPONSIBILITY TO PLACE, SPREAD, W47ER AND COMPACT THE FILL IN STRICT ACCORDANCE NTH SPECIFICARONS
15 CUT AND FILL SLOPES SHALL BE CUT AND 7RIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION.
IRE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND ]RIMMED 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.
16. ALL 7REES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLEC70,, PILED OR OTHERWISE DISPOSED OF OFF THE
577E BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM
UNSIGHTLY DEBRIS. APPROVAL OF LOCA77ON 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 CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES
LOCATED WTHIN CITY S7REET RIGHT=OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND
SHALL BE PR07ECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR
DISTURBANCE OF CITY 7REE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY 7REE DRIP LINE AREA (THE AREA FROM THE 7RUNK OF A
TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WiTH A CITY TREE, IT MUST NOT BE
DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
NO. I DESCRIPTION I APPROVED
EROS/ONCONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DECLAN CAULRELD AT (312) 547 -9364, 24 HOURS A DAY.
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL RMES DURING THE RAINY SEASON (OCTOBER i
TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACIUTAiE
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONRTOL DEVICES TO WORKING ORDER TO THE SARSFACRON OF THE CITY 06YNEER
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 P07EN77ALL Y UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE iNCORPORAIFD 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 PRO7EC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWA TER POLLUTION CONTROL POSTCONSTRUCTIONBMP/IMPNOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL
DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECRON AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC
STORM DRAIN SYS7EM.
2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM W47ER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT
FROM THE CITY.
3 ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMPXIMP FACIURES AND /OR TO 7URF OR LANDSCAPED AREAS
WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SIZE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
BMP14MP FACILITY AND /OR THE TURF/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 IMP11w..
5. DRIVEWAYS SHALL HAVE A MINIMUM 27o CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM
THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUA7E IMPABMP.
6. ALL STORMWAIER IMPABMP FACIURES SHOWN HEREON SHALL NOT BE MODIR0 OR AL7ERED WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDTRONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REWIRE THAT THIS PLAN BE REVISED OR
THAT A SEPARATE ENGNEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACRCE
REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERWOUS, NON - COMBUSTIBLE ROOF THAT W H NOT ALLOW RAIN WATER TO
EN7ER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WIZEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL
OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DOMPSIER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
]RASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED W1DE AND FLAT TO ALLOW ROLLING OF THE DUMP57ER IN AND OUT THE
ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OILX GREASE
SEPARATOR AND IS 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 REWIRED FOR THIS
STRUCTURE
SAN DIEM TO WATER DISTRICT NOTES
L 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 DIEGUITO WATER DISTRICT DOES NOT CONS7771/7E REPRESENTATION AS TO THE ACCURACY OF THE
LOCATION OF OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UNITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
PROJECT
3 ALL EXISRNG FACIURES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL
BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING Mi7HIN 10 FEET OF PROPOSED WRIER MAINS SHALL BE SHOWN ON
IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAiNS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO
WATER DISTRICT
4. CONTRACTOR AND OMNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISRNG WATER FACILITY (FIRE H)DRANT,
METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY )HEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACIURES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED
TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
5. URLIRES 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 CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS W47ER METERS MUST BE IN
fRONT OF THE PARCEL THEY ARE SERVING.
8. CALIFORNIA STALE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCRON OR REPAIR OF
ALL POTABLE WATER SYSTEM ETFEC77W JANUARY 1, 2010. IN COMPLIANCE WiIN THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS
TO BE NO -LEAD BRASS PARTS.
9. ALL COPPER 7UBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED NTH CATHODIC PR07ECUON IN
ACCORDANCE WITH WC -17 OR WC -18
CONCRETEWASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY MORTAR, STUCCO, PLASTER AND
THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SiGN DESIGNATING THE
WASHOUT LOCATION.
CONSTRUCTION SITEACCESS
A STABILIZED CONSTRUCTON 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 CONSTRUCRON 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.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET &FATHER.
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 EXISRNG VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID
UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY- THEY HELP DECREASE
EROSION.
7EMPORARY WGETA77ON MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS 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 EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON- SITECONSTRUC71ONMATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE, CONTRACTOR SHALL STORE THESE
PRODUCTS WHERE THEY MILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SHE. STOCKPILES MAY INCLUDE SOIL,
PARING MATERIALS ASPHALT CONCRETE AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PRO7EC7ED WITH SOIL STABILIZATION
MEASURES AND PROVIDED NTH A 7EMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL RMES
TRAINING
CONTRACTORS' EMPLOYEES MHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY
OF ENCINITAS STORMWATER POLLURON CONTROL REQUIREMENTS THESE LIMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE.
THE PROPERTY OWIVER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR
OWN RESPON98/LITIES
WASTEMANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF
UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS SNICTIY
PROHIBITED.
NO SEEPAGE FROM ANY DOMPS7ER SHALL BE DISCHARGED INTO STORMWA TER. BERMSADIKES SHALL BE PLACED AROUND ALL DUMPSTERS
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUEN7IY FOR LEAKS DUMPS7ER LIDS SHALL REMAIN CLOSED
AT ALL TUES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES MYTH IMPERVIOUS ROOFING OR COVERED WiTH TARPS IN
ORDER TO AVOID RAIN CONTACT NTH ANY TRASH MATERIAL
MANY CONS7RUCRON MA7ERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD,
AND CLEARED WGETATON 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 HORINE TOLL FREE
AT (800) 714 -1195 FOR INFORMARON 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 LOCA7E PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK
AND CLEAN UP MATERIAL THAT MAY HAVE 7RAVELED AWAY FROM CONS7RUCRON SITE
FOR MORE INFORMATION ON STORMWATER POLLURON CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING
DEPARTMENT CITY OF ENCINITAS AT (760) 633 -2770.
NOTIFICATIONS
L THE EXISTENCE AND LOCARON OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS MERE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISRNG URLIRES EXCEPT AS SHOWN ON 7HESE
PLANS, HOWEVER.• THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISRNG URUTIES OR
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVARON, FOR WRIRCA77ON AND LOCATION OF URURES AND NORFlCARON OF
COMMENCEMENT OF WORK.•
A. SEWERS - CARDIFF SANITATION DIS7RICT - (760) - 633 -2700
B. GAS & ELECTRIC - SDGE - (760) 438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT - 1 -800- 227 -2600
A 7ELEPHONE - SBC BELL - (760) 489 -3411
E. CABLE TV - COX COMMUNICANONS - (760) 806 -9809 X2233
2. CONTRACTOR SHALL NOTIFY 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 NORCE ON CALLS FOR INSPECRON. PHONE. (760) 633 -2770. ALL WORK PERFORMED
WITHOUT BENEFIT OF INSPECRON NiLL BE SUBJECT TO REJECTION AND REMOVAL.
IMPERVIOUS AREA SUMMARY
IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 0 SF
IMPERVIOUS AREA AFTER CONSTRUCTION. 5,126 SF
IMPERVOUS AREA INCREASE: 5,126 SF
IMPERVIOUS AREA NEWAREMOW AND REPLACE: 5,126 SF
STORM WATER STATEMENT-
THE 810RE7EN77ON BASINS HAVE BEEN SIZED USING THE SIZING FACTOR OF 4X OF THE INCREASED IMPERVIOUS AREA.
5,126 SF X 0.04= 205 SF REQUIRED. 207 SF PROVIDED.
PUBLIC WORKS PLANNING DIVISION
Z•ZO•tjj
SIGN DATE
DATE BENCHMARK AS BUILTAPPROVALS DESIGNED BY DRAWN BY F CHECKED BY.
AO AO VLS
INT DATE PLANS PREPARED UNDER SUPERVISION OF
CITY OF ENCINITAS CONTROL POINT POINT 1032 (ENC -32) PUBLIC WORKS WNCENT L SAMPO VA It PLANNING .A�-� DATE ' Z 2 7•
DATUM.•NAVD88 ECEVATON.• 92.004' I/
REVIEMFR R.C.E. N0.: 4 44173
GUY LNGINtbY VA IL INSPECTOR ENGINEER FAWORK EXP. 6130119
OWNER
DECLAN CAULFIELD
195 LA MESA AVENUE.
ENCINITAS, CA 92024
SITEADDRESS
VACANT PROPERTY N. VULCAN A
ENCINITAS, CA 92024
ASSESSOR'S PARCEL NO.
258 - 090 -31
DATEOFSURVEY
JUNE 6, 2017
LEGAL DESCRIPTION
PARCEL 4 OF AUSTIN TRACT, IN THE COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, ACCORDING TO PARCEL MAP 10519 THEREOF FILED IN BOOK OF
PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY
ON OCTOBER 2, 1980.
OWNER'SCERT/F/CATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACRWTY AND ADVISE ON THE
COMPACRON AND STABILITY OF THE SITE
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS OFFICERS,
OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM AND AGAINST ANY AND ALL
LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACRONS, LOSSES, DAMAGES AND COSTS
INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER
CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OMNER OR OWNER'S
AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR
REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCRON COVERED IN THE PERMIT OR
CONNECTED DIREC7LY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE
PRIVATE PROPERTY OR PUBLIC EASEMENTS
SIGNATURE.• DATE Z 2
DECLAN AUIFIELD
STA TEMENT OF ENGI NEER OF WORK
LEGEND
PROPERTY BOUNDARY
PROPERTY LINEXRIGHT OF WAY
SET BACK LINE
EASEMENT LINE
DAYLIGHT LINE
EXISRNG CONTOUR
EXISRNG ELEVATION
NEW CONTOUR
NEW ELEVATION
DRAINAGE SWALE
DIRECRON OF FLOW
CONCRETE PAVEMENT
BIO- REiENRON BASIN
PRIVATE CATCH BASIN, STORM DRAIN
CMU RETAINING WALL
BUILDING STEM WALL
PER ARCH17ECTS PLAN
MASONRY FENCE
TRENCH RESURFACING
THE UNDERSIGNED ENGINEER AGREES 7HAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WiTH THE GENERALLY ACCEPTED
STANDARDS AND PRACRCES OF THE ENGINEER'S TRADE 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 THE CITY OF
ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR 7HE PLANS PREPARED BY THE ENGINEER IS NOT A DEIERMINATON 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 )HEREON. THE ENGINEER AGREES TO INDEMNIFY AND
HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, ACENTS 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
WTHIN THE COURSE AND SCOPE OF SUCH AGENCY ENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER
SIGNATURE.• V J, DATE.• IZI
VINCENT L SAMPO
COMPANY SAMPO ENGINEERING, INC.
ADDRESS: 171 SAXONY ROAD, S7E 213 ENCINITAS CA. 92024
PHONE NUMBER (760) 436 -0660
RCE EXPIRES. • 6130119
1, VITHAYA SINGHANET A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF
APPLIED SOIL MECHANICS, HEREBY STATE THAT IT IS OUR PROFESSIONAL OPINION THAT A SAMPLING AND STUDY OF THE SOiL CONDLRONS
PREVALENT WTHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON FEBRUARY 28 2018 ONE COMPLETE COPY OF THE SOILS
REPORTS COMPILED FROM 7HIS STUDY, NTH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS, l � OUR PROFESSIONAL OPINION THAT THE RECOMMENDARONS INCLUDED
IN THE SOILS REPORT FOR THIS PROJECT HAVE BEE N `�- ORAf�1¢iEGRADING PLANS AND SPECIFlCARONS
/9 .P
( M \0
SIGNED:
wTHA A SINGHAN T Q '
PE NO.: 782
v, /
CEG NO.: 2109
COMPANY. COAST GE07ECHNICAL
ADDRESS. • P.O. BOX 230163 ENCINITAS CA 92023
PHONE NUMBER: (858) 755 -8622
EARTHWORKDATA
MAXIMUM VERTICAL DEPTH OF CUT = 13 FEET
MAXIMUM VERRCAL DEPTH OF FILL = 3.5 FEET
, iakOieO GIST ,
CUT = 945 CY
Flu = 271 CY
EXPORT- 674 CY
REMEDIAL = 894 CY (4.0' REMOVAL AND RECOMPAC77DN UNDER, AND 5' OUTSIDE OF BUILDING AREAS)
SYMBOL
X F2, 43
um
B3 30
--SD -M1�-SD-
No. 44173 " z
06 -30 -19
BMPPROJECTSTATUS '
STANDARD
PARKSANORECREATION I SAN DIEGUITO WA TER DISTRICT I ENCINITAS FIRE DEPARTMENT
ENGINEER/ GDIVISIONAPPROVALS CI TYOFENCI NITAS- DEVELOPMENTSERVICESDEPARTMENT DR4WINGNO.
RECOMM N 4WARD VED: GRADING PLAN FOR. 97N. VULCANAVENUE
STEVE NO J NUM THE VULCAN HOUSE 13911 -G
APN,•Z58 -090 31
DATE _ D 3 4 I PLANNING CASE NO: 17 -251 CDP SHEET I OF 3
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SIGN DATE
SIGN
DATE
SIGN
DATE
SIGN
DATE
ENGINEER/ GDIVISIONAPPROVALS CI TYOFENCI NITAS- DEVELOPMENTSERVICESDEPARTMENT DR4WINGNO.
RECOMM N 4WARD VED: GRADING PLAN FOR. 97N. VULCANAVENUE
STEVE NO J NUM THE VULCAN HOUSE 13911 -G
APN,•Z58 -090 31
DATE _ D 3 4 I PLANNING CASE NO: 17 -251 CDP SHEET I OF 3
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CONSTRUCTIONNOTES:
1. THE EXISTING TOPOGRAPHY SHOWN HEREON PREPARED BY SAMPO
ENGINEERING ON 6113/17
2 PROPERTY LINE BEARINGS AND DISTANCES SHOWN HEREON CALCULATED PER
PM 10529
J. A PRELIMINARY TITLE REPORT PREPARED BY USA NA77ONAL TITLE COMPAN
DATED AUGUST 21, 2017 AS ORDER NO. 071731163 -30 WAS REVIEWED FOR
EXIS77NG ON -5I7E EASEMENTS SAID REPORT REVEALED ONE PLOTTABLE
EASEMENT THAT IS SHOW HEREON:
EXIS77NG Y EASEMENT GRANTED TO THE COUNTY OF SAN
DIEGO FOR ROADWAY RECORDED 2/21980 AS
INSTRUMENT N0. 80- 058090, OF OF C1, RECORDS
THE FOLLOWING EASEMENTS HAVE NO LOCATION SET FORTH AND THEREFORE
ARE NOT PLOTTABLE (NUMBERING PER THE PRELIMINARY T77LE REPORT)
15 AN EASEMENT GRANTED TO SAN DIEGO IRRIGA YON DISTRICT FOR PURPOSES
OF CONSTRUC77ON AND MAINTENANCE OF PIPELINES FOR THE TRANSMISSION
AND DISIRIBU77ON OF WATER RECORDED 81611952 IN BOOK 4550, PAGE
489 OF OFFICIAL RECORDS (NOT ACROSS SUBJECT PROPERTY)
18 AN EASEMENT AND RIGHT OF WAY FOR ROAD, PUBLIC U77LI77ES AND
INCIDENTAL PURPOSES, AS RESERVED PROPOSED PRIVATE ROAD EASEMENT
RECORDED 11211981 AS DOC. N0. 81 000357 OF OFFICIAL RECORDS
(NOT ACROSS SUBJECT PROPERTY)
19 AN EASEMENT FOR PROPOSED STREET 1WDENING SHOW ON PARCEL MAP
10529
#11 AN EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC
COMPANY TO ERECT, CONSTRUCT, CHANGE THE SIZE OF
IMPROVE, RECONSTRUCT RELOCATE, REPAIR, MAINTAIN AND USE
FACIL177ES RECORDED 21512008 AS INSTRUMENT NO 2008 - 0058363
4. EXISTING OVERHEAD SERVICE LINES TO THE PROPERTY SHALL BE
INSTALLED UNDERGROUND.
5. ANY PROPERTY MONUMENT THAT IS DISTURBED OR DES7ROYED DURING
CONSTRUC77ON SHALL BE REPLACED BY A LICENSED LAND SURVEYOR
AND A CORNER RECORD SHALL BE FILED WITH THE COUNTY PRIOR TO
RELEASE OF OCCUPANCY. THE CONTRACTOR SHALL BEAR THESE COSTS
6. ALL STREET SIGNS, LIGHTS, LAMPS, U71177ES, ETC. LOCA7ED WITHIN THE
PUBLIC RIGHT-OF-WA Y SHALL BE PR07EC70 W -PLACE DURING
CONS7RUCRON OR REPLACED TO THE SARSFAC77ON OF THE CITY
ENGINEER.
7 EXTERIOR SLABS ON GRADE SHOULD BE A MINIMUM OF 4.5 INCHES THICK
AND REINFORCED WITH NO. 3 BARS PLACED 18 INCHES ON CENTER IN BOTH
DIRECTIONS THE SLAB SHOULD BE UNDERLAIN BY A MINIMUM 20 -INCH
COARSE SAND BLANKET LSE. GREATER THAN 30). WHERE MOISTURE
SENSITIVE FLOOR ARE USED, A MINIMUM 10.0 -MILL VISQUEEN, SEGO, OR
EQUIVALENT MOISTURE BARRIER SHOULD BE PLACED OVER THE SAND
BLANKET AND COVERED BY ADD177ONAL TWO INCHES OF SAND (SE.
GREATER THAN 30. REFER TO SOIL REPORT FOR ADD177ONAL
RECOMMENDA770N .
8. ALL RETAINING WALLS SHOULD BE PROVIDED WITH AN ADEQUATE BACK
DRAINAGE SYSTEM. A GEOCOMPOSNE BLANKET DRAIN SUCH AS MIRADRA/N
6000 OR EQUIVALENT IS RECOMMENDED BEHIND WALLS ALTERNATIVELY A
4" PERFORATED PVC PIPE WITH CRUSHED ROCK WRAPPED IN FILTER FABRIC
(MIRAF/ 140N) MAY BE USED. SEE CROSS SECTION BELOW REFER TO SOIL
KEPORIF FOR ADD177ONAL RECOMMENDATIONS
9 SPECIFIC DRAINAGE PATTERNS SHOULD BE DESIGNATED BY THE PROJECT
ARCHITECT OR ENGINEER. HOWEVER, IN GENERAL, PAD WATER SHOULD BE
DIRECTED AWAY FROM FOUNDATIONS AND AROUND THE 37RUCIURE TO A
SUITABLE DISCHARGED LOCATION. REFER TO SOIL REPORT FOR ADD177ONAL
RECOMMENDATIONS
10 SWIMMING POOLS CANNOT TOLERATE DIFFERENTIAL SETILEMENT THE
BASE OF THE POOL SHOULD BE SUPPORTED ENTIRELY ON DENSE OLD
PARALIC DEPOSITS OR RLL DEPOSITS COMPACTED TO A MINIMUM OF 95
PERCENT OF THE LABORATORY MAXIMUM DRY DENSITY PER SOIL
ENGINEER.
11. ASPHALT CONCRETE PAVEMENT SEC77ON SHALL BE A MINIMUM OF 4" OF
ASPHALT CONCRETE OVER 6" OF CLASS It BASE ON 12" OF COMPACTED
SUBGRADE SOILS SOIL ENGINEER TO PROVIDE EXACT SECTION.
12. BMPS SHALL BE PRIVATELY MAINTAINED AND THE FACIL177ES NOT MODIFIED
OR REMOVED WITHOUT A PERMIT FROM THE CITY.
13. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLU77ON
CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
- 36" MIN.
nuPUnPQ /rw )
77:4 KEYNOTES:
HOLD CITY HARMLESS ENCROACHMENT MAINTENANCE AND - - - _ ° 87 - - ` ( 7 ^ �, DEMOLIZIPROTECTIN- -PLACE O
DRAINAGE AGREEMENT REMOVAL AGREEMENT FOR THE F r �
' 30.�' WA AND FENCE COMBINA770N NOT TO EXCEED 4.0 RECORDED JANU 2019 CURB OU71ET PER SDRSD D -25 r ��Cr J DAYLIGHT g I ( I ; 14 i � L DEMOLISH EXIS17NG AC BERM
HIGH SOLID N91H /N FRONT YARD SEBACK FENCES AS A DOC. N0. 20l9 -_O 3Z9L RECORDED JANUARY 29, 2019 - - Q ' LINE / I l i 2. DEMOLISH EXIS77NG TREE
2 EXCEEDING 4' HIGH MUST BE 50% OPEN. TOTAL WALL x859' - _
1� J. DEMOLISH AC PAVEMENT
25. � � AND FENCE HEIGHT COMBlNAl70N CANNOT EXCEED 6.0' OF OFFICIAL RECORDS AS DOC. NO 2019- QQ32L¢� 8� "- p0 �� � �, ,' ? " t - p
4 1�3 i 1 / r OF OFTICTAL RECORDS. 0 ��'. 0 a v ,- = a I" ' 4. PROTECT STREET LIGHT IN -PLACE
HIGH, FENCE WILL BE CUT AS NECESSARY fR TOTAL • � x87 � 14
HEIGHT TO REMAIN UNDER 6.0' HIW..v - ) \ \0 c� / p 7 5. WATER SERVICE AND W4 1FR METEOR TO BE UPGRADED FOR FIRE SPRINKLER.
x DAYLIGHT o N7 4156 185 64 % 10' 7 74 11 `�
T r 84 h t \� J' ( SEE N01E UNDER U1IL/IIES
I 17 IF AC BERM ` 84 , " LINE ¢ 1 __ / - - ' r IN-PLACE
PER G -5 0 5.•1 TAPP v SD �SYSB ( q
`I � i i 08 • -" � -- � 1 � ? 25' ° �! P\\" G1 • 6 PROTECT CONCRETE SIDEWALK /N f
7. 7 3 F s10 F - = 9 - -- 6�yo G 6'- - -- -- 16 - p, 0 0�
3 ( ` G sy' 0 1 4 6 RYS8' . 6. 7. PR07ECT SDGE BOX IN -PLACE
2 FL 84 ( G a a lEs 73.80 HP i 8 PR07ECT CURB AND GUTTER IN-PLACE
I \ x773.. �c�� \ i x81.7 \ z g • / =- -! - 3 - - 1 Op I11 i 7 7 .70
x76.03 fP \ 69 __ g �� . �-'SU -" \E ' 1 II t � IEsu� out p 9. PROTECT STREET LIGHT BOX IN -PLACE
21 G SS o�\ OS� .,ti1 r / r
\ ' ._19.00 � '- . ; � -•- � IN-PLACE \ -' S 5 \ \ �Ap 1 J ]6 f - r -1E5UB 75.20 1 fo s �a 7! c.�\ 2 4 11. PROTECT FENCE IN -PLACE
\ - TG 7 80 Q II 12 PROTECT BELL MANHOLE IN -PLACE
✓ , . a \ '~ i I ! 6• � f .- 1 `' r TS - -- -- - - -- - -- - . _ .. _ , \ 6• j ( r14� \ 13. PROTECT AC BERM IN PLACE
25.0 , B _ - SPA SD' r `o ' J - I- - - 1 ? 1 ? ( i i ( 14. PR07FCT AC PAVEMENT IN -PLACE
I W \ FYSB BIM y r 7Z f 1 I( I 15 PROTECT RAMP /N -PLACE
73. GARAGE
r 2ND FLOOR ¢ �\ 10 ( ? 16. PROTECT SIGN IN
10 - -- - SD 1 G .I FF 86.5 �" \ ' . 0 ( I I ;PAD 75.2 ( 11 17. PROTECT PROPERLY MONUMENT. SEE NOTE NO. 5
Q 1.00' 5.00' A \ 0 _ _ D_, v ; 4 x725 2ND FLOOR co a . 9 I I
F�l
1ST FLOOR x766 \ C F
' 0 �' ' t \ FF 83.5 7y, I 1R� I x766 I 18. PROPERTY MONUMENT NOT FOUND. TO BE RESET AFTER CONSNUC17ON
\ n 9 \ r H j'i - 3 - ":N , zu 2ND FLOOR FF 76.0 \ 1ST FLOOR j ) i i ? { I 733 NEWIAR'ROVEffXN
76 ' L/M1T OFPROPD F 3 / FF 85.5 �' PAD 75.3
STREET NIDEN/NG 1 7 7 /
9 FF 73.5 :� � . ,- A i I ? 1 NEW RESIDENCE PER ARCHITECTS PLAN
30.00' 7 1 7 /
� - - A V PAD 728 _ ) �"i a "y6 0 � 2. NEW GARAGE PER ARCHIIfC75 PLAN
PM 10529 - \ - -- 5. x754 - - - -- - a1 2 I 16' Oi
\ U j 1'va _ T / / POOL voi '- 1 PAD 74.3 I °'/ 2X ^J.. x758 ) I I ! 1 '01 J 015• J. CONCRETE STAIRS AND STEPS ON GRADE PER SDRSD M -26
25.00 i SAWCU 11 _ \ / v:
LINE 7r ,y, i ' \ ' BIM R9 0• ` I 4. CONCREIE PA 170 1SURFACE SEE CONSTRUCIION N07F No. 7
e ` 1 \ T 7 70.00 SD 1 / R R� r ° , 5. CMU RETAINING WALL PER SDRSD C -5
TC �6 '�� : ", oo \00 76 4 i 50 ;( 1 .. 1 4. / i 4 a 0
(FL 75.50 17 `� I ! F d - / ° ¢ _ � � - STONE PER DETAIL B
\ T
\ 1 / 11 ]� .
\ x75.37 \ I - Y PER SDRSD G- 14A
0,1 .
_ - �, d 3 Zgr 6 100 1 I 7 CONCRETE DRIVEWADRIIg
b 7399 EP �
1 I
� � � � I � I � , 8 RAISED PLANTER
v 1rt. �I- I_ � II,,
7 - - TC 75 4 s! 21 G 1• ' �- - a'- - -- - - - - - -- _ `SUB 18 A L 9. WALKWAY ABOVE GRADE PER ARCHITECTS PLAN
IL
- LLI L�
° \ I - t� 2ND FLOOR LINE a + 118 ' ~ F 4 ( I ` I I , 6 10. PERVIOUS STEPS
(FL 744916 t ^ F j s \ o o f j o a Q " r a x73 h� `'� 5 74.711 L ��L1 ' - J �J� li �p� 1 11. POOL PER SEPARATE PERMIT
00' - "� POOL DECKa� sp I . ` \ ' I \ ' '
' \ \ 2500 a s °c' r� �� BjM ABOVE GRAVE \1 1 12 �1k' s°-2 �� b ) L- I' L '� �v � 13. GATE PER PLAN
2 \ - iT
Z/6.0 - -- -a- -- - -- --
s 6800 L ti r,?,5 a 3 >L- 75 7 0 1 .1 U -+ Q \0 = ' 14. WOOD FENCE PER ARCHITECTS PLAN
a \ \ TC 7441 S, / j70 11 ° h°A6 1a�95y a 4 . \� 15. CONCRETE PAD FOR TRASH ENCLOSURE. SEE CONSTRUCTION NOTE N0. 7
I (FL 74.33 I �; \ o I 7� o G 5 I
1 10 SG 10° /'`�o /N /p 18 °C1 1 f 16. 6" CONCRETE CURB AND GUTTER PER SDRSD G -2
NOTE NO 7
\p 3 SD \OQ 9 mF - -- �x7?,`2/VD FLOOR _gEgpT/CgRDpy 1 ��9 f � 17. CONCRETE SIDEWALK PER SDRSD G -7. SEE CON57RUCPON
- - --
31 P i ` 15 . 0.10 _ h
\ I 7 7 $ '. .', ` } �± +g� k 4 1y1� 8 1G 10'l 18 1h 0 - 0 s`�9�P fF 85.5 S7DRAGiF. 1 1 5 �- �- I- I_ I_ I_ 11 18. 6" WIDE BY 16" DEEP PCC FLUSH CURB PER DETAIL 'B"
n s { i t + } + { * + 1� + + 5 �� 1ST fT 755 a I 19. GRASSPAVE2 POROUS RASSPAVER PER DETAIL 'f°
'gym �_ A ?t + } + +'� +T' * { * { *yt { }* 5 + { * + *+ + + +* A J DECK FF PAD 74.8 �� L-I- 10. STEM WALL PER ARCHITECTS PLAN
0 2 16 3 a + .. 9gl * +* +* + ++ f*+ I I I I
+ 19 � 1 18 I I g� �1� ABOVE RADE PAD 74.8 t� I� t� I� 21. MASONRY FENCE PER COUNTY OF SAN DIEGO DETAIL `PDS 070'
+ +* { *\'F + * }* * { * * + * }r t *'F + ♦ + }i * }i• {it'F}13 LO% `5 J .SY T I \ Q- •Oo L \� I �� T
i V +` { t r +{ + ++ /r G'r �' 6 I O - I I x' s W
+ {+ * + * + # + + +- + {} +* { {i + } +t { + + + *{ * � � 1�L_ �e� ^� , 6 i �T k END�6 RAlSF� D CUR 1 I- I� L_ L,- rC w 22. ELECTRIC METEOR PER ARCHITECTS PLAN
+ }74.97 S _ �' 5 � 1ti' I x ' TC 75.30/fS 74.80 � I I , 23. GAS METER PER ARCHITECTS PLAN
:++ { * + 3 _ FG 6g. �' I- L ! = 24. TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DRAWING
bFSS 111 �3 x } +1 + * +; + +* }.i :++::: '+ 18 6 7 DSO/
I �,yq� TC x7 15 POOL EQUI . Far /J1 10 10. 8 ___� O f GO 18 ( 25 CMU RETAINING WALL SPECIAL DESIGN BY OTHERS
+ I S X10' ►K 7,£15 - - - - _- - - - 0� y0 1.5 >� y0 26. CMU RETAINING WALL PER SDRSD C -1
2
A SYSB 1 ' FL 73.15 Fd� FG 7265 a C 1% DEIYf r -3' 10' 0 1 ' \6
_ - �_ - _ BTM 69.95 \ - - __ ABOVE GRAVE G 1�` 27 6" HIGH CONCRETE C R SDRSD G -1
8 - - _ - _ _ - - - - ��'1 28. 42" HIGH MIN. GUARDRAIL/FENCE WHERE INFlLL RETAINING WALL EXCEEDS 30" IN
,S
S
-p - - =0 - - - - HEIGHT (TIP) PER ARCHNECTS PLAN
8 0 727 y =7 - 4 1 0`' SE 175.11 - - -- - -- -- -- - - -- - - - 7L6
I GE H 8 4' THICK BY 3' WIDE CHAT FENCE 6 7W 75.5 ]W 75.5 29. 5" THICK X 3' WIDE PCC OUTLET APRON
7t.65 EP 7 ' PCC INLET PER DETAIL Z 11 11 �ti o° D ti 1\ ��' 11 5 FG 727 ` 11 11
h 2 9 F� 0 2 6 A(ti UPJK FENCE FG 71.9
1200' J 7219 ,C F <• HEET 3 APRON. SLOPE , 30. 3" DEEP BY 5' WIDE DG PATH OVER COMPACTED SUBGRADE
/` TO OURET RAP I 48 WALL AND FENCE COMBINA77ON NOT TO EXCEED 40 WIDE X 4' LONG PCC OUTLET APRON
31 2'
HIGH SOLID W9771IN FRONT YARD SETBACK, FENCES 32. AC PAVEMENT AND BASE PER CONSTRUCRON NOTE N0. 11
I k r 71.94 7C` \ TT ON EXCEEDING 4 HIGH MUST BE 50% OPEN. TOTAL WALL
I i a r 6 W 71.46 FL \ 18 42" TALL GUARDRAIL PL ! I �N���V �Q FEK PARY AND FENCE HEIGHT COMBINADON CANNOT EXCEED 6.0' 6' {WOE TRENCH DRAIN PRIVATE 6" DIA. PVC STORM DRAIN /WATER QUALITY Q
fir. 9 TC - AS REQUIRED PER CRC 14 WfTH STEEL TRAFFIC TRM DRAIN PIPE 1. 24" WIDE DRAINAGE SCALE PER DETAIL
I I 8 \ HIGH, FENCE WILL BE CUT AS NECESSARY FOR TOTAL c
�:
14 FL j \ SECTION R312 f7LTER MATERIAL 3 4 "1 2" HEIGHT TO REMAIN UNDER 6.0' HIGH BY NOS' OR APPROVED (SCH 40) lEan 73.15
n 2s 77.65 7C PER ARCHITEC7S PLAN / / EQUAL �o T' X2' COBBLE ENERGY 2. 12" X 12" PRIVATE CATCH BASIN BY NOS' R APPROVED EQUAL
AC PAVEMt "N z 8 T -- 71.18 , I RUSHED ROCK WRAPPED IN
7i 11 8.00' 10.5 86.6) DISSIPATER J. PRIVATE 6" DIA. PVC STORY DRAIN PIPE (SDR -35). SLOPE 0 1% MIN.
FILTER FABRIC R CAL TRANS H,2 7315 4. 207 SF B10- RE7EN770N BASIN PER DETAIL 'C"
-7112 ,TCIF1 n CIASS 2 PERMEABLE
7062 TC/fL (( MATERIALS PER SOIL 5. 24" W1DE PCC BROW DITCH PER SDRSD D -75 TYPE B
71. II ` v` 7177 TC I I ENGINEER ,ti 6. CURB OUTLET PER SDRSD D -25
I a
70.54. /Ft ' 70,66 FL WALL IMPERMEABLE
MAX 2 PL 7. RIP -RAP ENERGY D/SSIPATR PER SDRSD -40 TYPE 2 USE 12 BACKING 12" 7H/C
_Z I MEMBRANE PER ARCHITECT BIM 69.95
i � � i 1 OVER 12" DEEP D.G FILTER BLANKET
AC PA FRLENT PF RAIDEIN PVC 14.71 COBBLE ROCK X- SECTION 8 2 -3" THICK ROCK LINED OVERFLOW SPILLWAY SET 4" ABOVE SURFACE OF BAST
I 30.00' i (SCH 40 R SDR 35) 9. STORM DRAIN SUMP PUMP. SUMP PUMP DESIGN BY OTHERS
I I I PER SOIL ENGINEER l
0.78, ,
r' 4 - SIMILAR TO DETAIL 'G" 2.00' 10.11' 200' o SCALE 1 =5 10. PRIVATE PVC STORM DRAIN PRESSURE PIPE (SCH 40) SIZE BY OTHERS
CONCRETE DITCH 0.66 N 8.00' 11. 4" WIDE IRENCH DRAIN WITH DECORA77VE GRATE BY iVDS' OR APPROVED EQUAL.
6969 � x6967 FL <' (lYP ALL WALLS �
PER SDRSD D -75 ) 2_ %MIN
x -70 I CMU RETAINING WALL 12. 6" WIDE TRENCH DRAIN NTH STEEL TRAFRC BY NDS' OR APPROVED EQUAL.
69.89 ;� - - .- - 70,23
o PER SDRSD C -1 2ND fZOR
1 • ° 'TEMPORARY pF 85.5 CR pA 0 SLOPE Oi %MIN. TO BASIN
I 3 WV 55.00' CUT CONCRETE DITCH 13. PRIVATE 6" DIA. PVC STORM DRAIN PIPE (SCH -40). 0 SLOPE 1% MIN.
25 SPA 7 �z PER SDRSD D -75 14. 4" DIA. PERFORATED PVC SUB -DRAIN (SDR -35) PIPE 0 SLOPE 1% MIN.
8 T 73.5 °o': 0 11
2 MAX _ 15. 4" DIA PERFORATED PVC SUB -DRAIN PIPE (SCH -80) 0 SLOPE 1X MIN.
EXTEND SEWER MAIN ` d 1 POOL WALLS & 4. 16. 2'X2' COBBLE ENERGY DISSIPATER
TO ENCINITAS BLVD. CONCRETE DITCH PER SDRSD D -75 DRAINAGE PER 17. 18" WIDE PCC BROW DITCH MOD /PIED PER SDRRD D -75 PIPE B
SEE PUBLIC IMPROVEMENT 4TPM007LO 00 _ POOL, SPA & WALL DRAINAGE PER RL7ER MATERIAL 3/4 "1/2° SEPARA7E
PLAN NO. 13911 -1 SEPARATE PERMIT BY OTHERS CRUSHED ROCK WRAPPED IN FlLTER FABRIC PERMIT BY UPLI77ES O
6 "X16" PCC FLUSH CURB WALL IMPERMEABLE (MIRAR 140N) OR CAL TRANS LYASS 2 OTHERS 1. PUBLIC 6" DIA SEWER MAIN PER SDRSD SS -01.
VOID FILLER - 1 18" 4" DIA PVC PERFORATED PIPE R RAISED G -1 CURB POOL X- SECTION MEMBRANE PER ARCHITECT PERMEABLE MATERIALS PER SOIL ENGINEER 2. PUBLIC 6" DIA SEWER CLEANOUT PER SDRSD SC-01.
TO 318" (N0. 8) (SCH -80) 01X MIN. SLOPE (WHERE OCCURS) " % 1 1ST BOOR MIRADRAIN 6000 OR 4" PVC POOL J. PRIVATE 4" DIA SEVER LATERAL PER SDRSD SS -01.
5% SCALE 1 -5 IF 75.0 PERFORATED PIPE MIN. ( 4. PRIVATE 4" DIA SEWER CLEANOUT PER SDRSD SC -01.
AGGREGATE IN lrolDS DEEP ROOTED DENSE DROUGHT
BEDDING COURSE - 2' APPROVED PERVOUS TOLERANT ('LANDNG SUITABLE 2 -3" THICK ROCK LINED (SCH 40 R SDR 35) 5. DISTRICT TO UPGRADE TO DUAL METER PER WS -09 4" FOR DOMES77C AND 1"
(HICK OF 1/8" TO 3/8" (N0. 8) PAVERS W1 MIN. 3/8" VOID r
FOR WELL DRAINED SOIL OVERfOW SPILLWAY SET PER SOIL ENGINEER NNN
i . \ \ \ BUILDING X- SECTION POOL X- SECTION FO FIRE SPRINKLERS AT OW9VERS EXPENSE
/\ y� \/ 18" MIN. ENGINEERED 4' ABOVE SURFACE R BASIN
NOTES 11 1 ,.1 1 ,1
1. PLACE 3 ANCHORS PER SQUARE YARD R MATERIAL.
2 FOR GRASS OR I/EGETA TED LADRAINAGERSWALE ENT MAT
NIS
N0. I DESCRIPPON I APPROVED I DATE
; B
CHOKER THICK / HARDWOOD i / OF OF TO
/ / •/ •�1 • -`I 1 1 1) 1 it -It • � • 1 �1 I / I '• // SURROUNDING
1 1�1�• 1 1 1 I. 1 I 1 1�1�1�1� ;1�1�1
....� �' • 1Z MIN.
r • • Iti.I.�.�.�.�. "� ���``.-�aa ��w� `i i • ICI
r /
/ / �.-�� C�J���� �����'�� • � � 11 11 311 11 11 11 1 1 11 11 11
SOIL .,/ �.°IVA►tial= ..I:..wI_+.aIVIV� yI`c, 711 °��! , CHOKER COURSE - 20 THICK OF
118' TO J18 NO, 8) A GGREGA TE
SOIL ENGINEER /�
/ � / BOOM O�BA2 DEEP
N
PERMEABLE PA VER DETAIL WITH CONCRETE EDGES B BIO- RETENTION BASIN DETAIL
NOTES. N7S I»10RN0 MZO ENGINEERED SOIL LAST SHALL BE MINIMUM 18" DEEP 'SANDY LOAM SOIL MIX NjS
-ALL AGREGATE MUST BE CLEAN/WASHED AND FREE R RNES (SAND, SILT, ETC.) 27 DE MIX SHALL CONTAIN 50-60Z SAND, 20 -30 % COMPOST R HARDWOOD MULCH, AND
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID f7LLER HAS BEEN ADDED
-EACH COURSE SHALL BE WBRATRY COMPACTED BEFORE PLACEMENT R NEXT COURSE THE EFTECNVE AREA OF THE BASIN IS 207 SF AND SHALL BE IEIEL.
-NO IMPERNOUS LINER R FILTER FABRIC IS TO BE USED
- SPECIAL APPROVAL REQUIRED FOR USE !N HIGHLY EXPANSIVf SOIL - SUBDRAIN MAY BE REQUIRED
BENCHMARK AS -BUILTAPPROVALS DESIGNED BY. DRAWN BY I CHEC
AO I AO
INT. DA 7E PLANS PREPARED UNDER SUPERVISION OF
MIN.
SCALE 1 =5'
7.00' PL
r CHOKER COURSE 2"
THICK OF 1g" TO Jg"
00.8) AGREGATE
CMU RETAINING WALL
PER SDRSD C -5
5.80'
GRAVEL 12" DEEP J
BOTTOM R BASIN
810-RETENTION BASIN WALL DETAIL
SCALE
EN G /NEEq I N G D I V I S 10 N A P PR 0 VA L S
CITY R ENCINITAS CONTROL POINT POINT 1032 (ENO -32) PUBLIC WORKS
PLANNING II // DATE
DAIU STEVE Nom(
M.NAVD88 ELEVATION 92.004' REVIEWER V R.C.E. NO.: 44173 C,
INSPECTR ENGINEER FAQ K EXP. X30119 DATE I
0
HYDROGROW MIX BELOW RING
SUPPLIED fREE BY MANUFAC7URER
Ififfif RINGS RLLED WITH CONCRETE SAND
(CLEAN, .TARP SAND)
QROFESS /0
- COMPACTED SANDY RAVEL ROAD BASE �0 �9E
L
95Z MODIFED PROCTOR DENSITY
Sq
-2" R BEDDING SAND N0. 8 AND 8" OP
I-1 I 1 =1 I 1 =1 I F RAVEL N0. 57 (DEPTH OF BASE COURST TO No. 44173 m cr
BE DETERMINED BY ON -577E SOIL ENGINEER) 06 -30 -19 4c
- PROPERLY COMPACTED SUBRADE SOILS
GRASSPAV£2 SYSTEMS PER INVISIBLE
S7RUCIURES, INC. R ENOLNEER PER SOIL ENGNEER OF EQUAL. CONSIRUCRON PER OF CAl \F
MANUFACTURERS SPECIRCARONS 10 5 0 10
TYPICAL GRASSPA VE2 DETAIL C SCALE: 1" -10'
N7S L
CITY OFENCI NI TAS- DEVELOPMENTSERVICESDEPARTMENT DRAWINGNO.
PLAN FOR' 97N. VULCANAVENUE
THE VULCAN HOUSE 13911 -G
APN.•258- 090.31
PLANNING CASE N0: 17 -251 CDP 1 SHEET 2 0F3
`A
O?
az
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2 1
a! W`
0,z N
w't
i J PARCEL 3 Danrcldr`' 0 1 I 14
WA L AND FENCE COMBINADON NOT TO EXCEED 4.0 - ' l � r LINE N
301 HIGH SOLID WITHIN FRONT YARD SETBACK, FENCES , 86'- - -x859-
2 EXCEEDING 4' HIGH MUST BE 50% OPEN. TOTAL WALL
25. �q�.AND FENCE HEIGHT COMBINATION CANNOT EXCEED 6.0 __ ' a % "= a _ ! O
�3 ` HIGH, FENCE 1WLL BE CUT AS NECESSARY FOR TOTAL / ' 14 01- q 7 ✓ �
HEIGHT TO REMAIN UNDER 6.0' HIGH., r r r TEMPORARY ,%T FENCE
r r PER DETAIL N CASQA DETAIL p q0 T' 64
x84,T ` r DAKIG ESC -1 �1. °- \ 41'56' s ° , . B4. 5 r - SD� �j5 ° ;SYSB I i r
±7 IF AC B$ 6 p I
PER G-5 ®5.• 1 FAPhf ' 10Bj v - _ ARY A AG I 14 �a. i ? -� RYSB -~
9�
211 3 ` 5 F �s c ? a ,.; - 9 - PROTECTION PER DETAIL -e- _ -- ` 16 0 ! I �
' 7 /� 9
YJ \ a "`_�
V77,36 it x81.7 \ r' r
> c � 3 CA
x7603 EP
_19.00' - � � � 1`(9
`8\ s. \•0�6� c 0 - �� � t F , S.JB r°•� -� 75 IZJ`5 14
3 1 \ \
,-
.-
TEMPORARY GRAIELBAG INLET- - - - - - - - 6• 7
i t 8A PRO071ON PER DETAIL 'L'
42.00 V 1 SPA / ` GARAGE
25.0 .�- \ SD CASQA DETAIL SE-f0 - 77 - - - -I
FYSB \ ` I 7 - 46..1
\ 4Ji 17 \ 73.501` 3 82 2ND FLOOR 4 �ti Zo I PAD 75.2
' � \ ! r _ _ - FF 86.5 v 2ND FLOOR 4 go
C TEMPORARY SILT FENCE \ 10 °o , SD 1 v" r a h o0
' FF 83.5 t, 7y1 ' 1 x736
�WV E- \ PER DETAIL 'N' CASQA ETAl�, 5.00' A \\ \� `0 1 \ ! H D� 4 xT7� , I r 1 76 QR \ ! 1ST FLOOR x766 �i CIF I I ,
C� \ >o • , 3 / , F r� N r 2ND FLOOR ' PAD 75.3 I i
UM1T OF PROPOSED c _•X
J76 ' - �\ / r \o -- 1ST FLOOR l�I 1�91�ao __1 /
IE v PA ° �;� �I ! o
STREET {f9DfN/NG i s \ / i ' -- -- FF 75.0 x754 , a 2 I 159
30.00' °� � PER P41 10529 V ° y / - I 0ti
_ / I POOL ° �7 - 1 PAD 74.3 1 I 5
- - �SAWCUT -�- / - o ( nl. -e� 0
25.00' ❑"'" BIM 1h° R90 1y. TEMPORARY VELOCITY CHECK .
LINES 75 1 Y W AG /N T / / SD 1 00
70.00 a 50 1Q' DAM PER DETAIL JI'
�` PROlEC110N PER DETAIL Y / p 7-
\ T lL;6 / _ 1 7A. c 4 / CASQA RETAIL I_ L� I-
Ft 75. f _ CASQA AIL SY-t0 ! / / >� . a . 4 S 18 �- L
x a 3 2� 6D
\ 75,37 o, 1 ' J 3
1 m \ \ \ r 115 7 / �� 1 -�- ° a ° 1 -� _ =' t L -.I L L I- [- L k�
- 1EMPORARY VELOCITY CHECK _ °- 18 -
�T399 _ -- -- '
21 %iN 11 ° DAM PER DETAIL M' & "sug - - L L�_` I ( 6 L � (L� I_
\ \ TC 5.4 . 4 . .;_ k - / �> 2ND FLOOR U -18 ~ F T LI /
\ ' - �(F1 74.94 L ^ �' \ \ T o a CASQA DETAIL Sf-4 ? c0 - -- 5 477
�� 1416
a \ 25.00'
z 25. ' TO 74.41
a \ (FL 74.
41
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o.�
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3
' 20.94' FL
3 K 6 OUT
x 72.,
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71,65 EPI �m
I 1200'
,li I
I
1
I
69891 - -
�oQROFESS /0*
No. 44173 z
06 -30 -19 4c
Jl CIV1\- �Q
qTF OF CAI-\k���
10 5 0 10 20
SCALE: 1" = 10'
IANGE N0. DESCRIP77ON
a D£c , r s z h "L- Ii L� L- L
00 > • _- - t - �� POOL i �- .- -' OVE GRADE � �"" 2 1°c' - o -� � ^� � � I � �0` �i � �
s.o - G's ° o s ' ' -=- <74s - - -- �. 1�. / L_ L- L_ L_ F �u c ��51° L i--C-
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- 77p r 11 '> a 1a9 41 0 -: . a ¢ . F -
\ ++ 00 , 'o Ofl F 7,i � 1G 1•y1 G1 •�65 S �g� � 18 e,0 '•C..,, �. / � LLLL
\
^°° 15 -- x 15' 1 9
h. 4 13 9 �, m - i 2ND FLOOR -BEACH /GARDEN i L I
+ � a�0 8 ^ S �0 �y4 18 1�ti�' - 0 x T��ci�� FF 855 M & 1 k5 I_ ° (- (- L. L. 111
+ + �~
9�7� + \ 1 +25, + + +. + + +` -1��4 +, + r (f 6' V �� DECK 1 Tfl PAD 74.8
�� L_ L_ L- L_ L- L_ L_
��� a
ABOVE GRADE
+ ^ I Y GR /N i �, m PAD 74.8 L_ L_ L- L_ E
+ ,+-+ •'CONSIRUC]lON ENTRANCE .. � / c � -��`�- o- �- L� � ! i o o 1�' x 1 --
'+
'+ ++ +PER DETAIL 0 CASQA DETAIL ��� L v L PROTECTTL)V PER OETAtt 1 ; 9T r '
/ + + r SQA Al� SE- 0 3 TC 75301F3 74.80 I_
TC-1 - r.,.. + 13 k0 ,-9 r 7
+' +'+ + + 15 18 POOL F0 p -- 6 E�1y� g -� r DSi- - -- - -- T �� �� I p0 1.5° L J�
}
+ +
- E �SY,SB�- /339 I FG 7265 2 C r' - - 1% - ABOVE GRADE 3
s _ _ _
-
_ STy -
7 �. -� ha 5`E 75fT - -- - 20 _
GE H 8 4" THICK BY 3' WDE CHAt 1�' R�FENCE 1 ' oy o ¢ t 1 O / J CAIN 'INK FENCE 11
11 1 �i \\ 0 D #g PORARY Vf wlY, p( G 72.7 FG 71. 9 11
- o ti 12 9 PCC INLET PER DETAIL Z 4o G �° 2 o A DAM PER DETAIL 1l'
s SHEET 3 APRON SLOPE a, MAP 14L WALL AND FENCE COMBINAPON NOT TO EXCEED 4.0
72- y 7219 TC /FL < TEMPORAR � FENCE CASOA OfTA, 5E=4 HIGH SOLID WITHIN FRONT YARD SETBACK, FENCES
7194 TCO GUTTER PER DETAIL 1J' CASOA DETNL , .� EXCEEDING 4' HIGH MUST BE 50% OPEN. TOTAL WALL
�9 TC E8 B� 7L46 FL�� 6 SC -1 CU i I i ; v ra' LO CRFFf PARK AHDH FENCE BE CUT ONEANNOT EXCEED 6.0
o, HEIGHT TO REMAIN UNDER 6.0' HIGH. FL 71.65 TC
AC P.A'JEMEN 18 5 r w_ � 7 7118 R
,. 11
15 71.12 TC /FL B/ORE7E 770N BASINS -WALL BE EXCAVA TED AND
70.62 TC, /FL 1 °\ `•, __7,'.17 TC USED AS DO%77NG BASINS DURING CONSTRUCTTDN.
h THE SYLT SHALL BE COIPLEMZYRL O0 AND THE
n z, 7054 jft'Y 70.66 FL 810RE01770N BASINS CO Rf7E0 ONCE FINAL SITE
I
AC PAvEWENT STAL4/UZABON IS AGIlfVEO PRIOR TO OCCUPANCY
m ° 3n 00' -_ - AND /OR FNAL
r
r 6969 �-- 9 7R
1T -- x6967 FC
x7023 -TO. ° I
1
IWI/ 55.00'
18 "12"
2 "X18 "' PROTECT
GRIND JOINT 4.5'
AC -V L5' -05'- 4'S PAVEMENT
EXIST PVMT / 12 \ 2X 1 IN-PLACE\
AC PVMT
PR07ECT EXISDNG AC
PAVEMENT AND BASE PCC SIDEWALK
IN -PLACE PER SDRSD G -7
NEW CURB AND GUTTER
PER SDRSD G -2
CURB & CUTTER SECTION I
SCALE 1' =5' V
APPROVED DATE BENCHMARK
CYTY OF ENCINIMS CONTROL POINT POINT 1032 (ENC -32)
DATUM.•NAW88 ELEVATION- 92004'
PER
VARIES
R/W
ii
LMANHULL MAW 5" THICK FCC INLET
LPCC GUTTER AND COVER, SEE APRON PER DETAIL Z
PER SDRSD G -2 DRAW1NG M -2 SLOPE TOWARD OUTLET
CURB OUTLET X- SECTION
SCALE 11=5'
AS BUILTAPPROVALS
5.00'
f
4.00'
i 1
5' THICK X 3' LONG PVC INLET APRON
GOOD PSI CONCRETE)
CONCRETE INLET APRON 7
SCALE 1' =5' L
DATE : V-2--01i
R.C.E N0.: 44173
EXP. 6/30/19
UPOMY SILT fENCE
Q PER DETAIL 9V' CASQA DETAIL
SC-1
v
z
71.6
4" PVC PIPE FOR DRAINAGE
DEPENDING ON RELD COIVD/DONS
TYPICAL INLET PROTECTION
2 BAGS HIGH (TYP.)
24" WIDE (MIN.) WEIR OPENING
FOR DRAINAGE OVERFLOW
WHERE NECESSARY
SEE CALIFORNIA STORMWATER QUALITY
ASSOCIAION (CASQA) STANDARD DWG. N0.
SE -10 FOR ADDIRONAL INFORMATION
WYIVEN FABRIC GRAVELBAG
SEE CALIFORNIA STORMWAIER QUALITY
ASSOC /APON (CASQA) STANDARD DWG. N0.
SE -4 FOR ADDITIONAL INFORMADON
�p\4 -1
pp1 WOVEN FABRIC GRAVEL BAGS
pIREp� STAGGERED (TIP.)
TYPICAL VELOCITY CHECK DAM DETAIL
1. SET POS75 AND EXCAVATE A
4" WIDE X 4" DEEP
7RENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS
2 "X2 "W0O0EN
POST OR
APPROVED
EQUAL
" 4 INCHES
I
2. ATTACH THE SILT FENCING MA7ERIAL TO
THE POSTS FILTER AND EXTEND
INTO THE TRENCH.
NOIE.•
ALTERNA77VE SILT FENCE C0NS7RUCRON MAY BE USED
IF RRST APPROVED BY THE ENGINEER OF "K AND
IRE INSPECTOR
TYPICAL SILT FENCE
SEE CALIFORNIA STORMWA TER QUALITY
ASSOCIAPON (CASQA) STANDARD DWG. N0.
TC -1 FOR ADDITIONAL INFORMA77ON
J. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER
-v ft
11%1
FLOW
SEE CALIFORNIA STORMWA TER QUALITY
ASSOCIATION (CASQA) STANDARD DWG. NO.
SE -1 FOR ADD/DONAL INFORMA77ON
AIM IV /
GREATER THAN 300 BUT
SMALLER THAN 640
-12" MIN f�r FILTER FABRIC EXISTING
GRADE MW
SECDON A -A
NOTE: CONSTRUCT SEDIMENT
20 BARRIER AND CHANNEL12F RUNOFF
L;'71(�- - I TO SEDIMENT TRAPPING DEVCE
A
/ CORRUGATED LA
- STEEL PANELS
25' MIN �{
TYPICAL STABILIZED CONSTRUCTION ENTRANCE
NOTE: GRADING INSPECTOR MAY ALLOW CORRUGATED
STEEL PANELS ONLY W1THOUT AGGREGA7E.
ENG /NE RING DIVISIONAPPROVALS CITYOFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
RECOMM ✓ APPROVED: EROS /ON CONTROL PLAN FOR.- 97N. VULCANAVENUE
STEVE EDWARD J. W1MA THEVULCAN HOUSE
31 te'� Aft 258 -090 -31
DATE DA PLANNING CASE N0: 17 -251 CDP
i
WIDTH AS REWIRED
TO ACCOMODATE
AN77CIPA7ED
TRAffIC
NTS
DRAWING NO,
13911 -G
SHEET 3OF3
0 c? i
az
z
`w
Q 2 ry V
z
TNT.
DATE I
PLANS PREPARED UNDER SUPERVISION OF
VINCENT L SAMPO �I
ENGINEER OF WORK
PUBLIC WORKS
PLANNING
REVIEWER
CITY ENGINEER DA 7
INSPECTOR
DATE : V-2--01i
R.C.E N0.: 44173
EXP. 6/30/19
UPOMY SILT fENCE
Q PER DETAIL 9V' CASQA DETAIL
SC-1
v
z
71.6
4" PVC PIPE FOR DRAINAGE
DEPENDING ON RELD COIVD/DONS
TYPICAL INLET PROTECTION
2 BAGS HIGH (TYP.)
24" WIDE (MIN.) WEIR OPENING
FOR DRAINAGE OVERFLOW
WHERE NECESSARY
SEE CALIFORNIA STORMWATER QUALITY
ASSOCIAION (CASQA) STANDARD DWG. N0.
SE -10 FOR ADDIRONAL INFORMATION
WYIVEN FABRIC GRAVELBAG
SEE CALIFORNIA STORMWAIER QUALITY
ASSOC /APON (CASQA) STANDARD DWG. N0.
SE -4 FOR ADDITIONAL INFORMADON
�p\4 -1
pp1 WOVEN FABRIC GRAVEL BAGS
pIREp� STAGGERED (TIP.)
TYPICAL VELOCITY CHECK DAM DETAIL
1. SET POS75 AND EXCAVATE A
4" WIDE X 4" DEEP
7RENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS
2 "X2 "W0O0EN
POST OR
APPROVED
EQUAL
" 4 INCHES
I
2. ATTACH THE SILT FENCING MA7ERIAL TO
THE POSTS FILTER AND EXTEND
INTO THE TRENCH.
NOIE.•
ALTERNA77VE SILT FENCE C0NS7RUCRON MAY BE USED
IF RRST APPROVED BY THE ENGINEER OF "K AND
IRE INSPECTOR
TYPICAL SILT FENCE
SEE CALIFORNIA STORMWA TER QUALITY
ASSOCIAPON (CASQA) STANDARD DWG. N0.
TC -1 FOR ADDITIONAL INFORMA77ON
J. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER
-v ft
11%1
FLOW
SEE CALIFORNIA STORMWA TER QUALITY
ASSOCIATION (CASQA) STANDARD DWG. NO.
SE -1 FOR ADD/DONAL INFORMA77ON
AIM IV /
GREATER THAN 300 BUT
SMALLER THAN 640
-12" MIN f�r FILTER FABRIC EXISTING
GRADE MW
SECDON A -A
NOTE: CONSTRUCT SEDIMENT
20 BARRIER AND CHANNEL12F RUNOFF
L;'71(�- - I TO SEDIMENT TRAPPING DEVCE
A
/ CORRUGATED LA
- STEEL PANELS
25' MIN �{
TYPICAL STABILIZED CONSTRUCTION ENTRANCE
NOTE: GRADING INSPECTOR MAY ALLOW CORRUGATED
STEEL PANELS ONLY W1THOUT AGGREGA7E.
ENG /NE RING DIVISIONAPPROVALS CITYOFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
RECOMM ✓ APPROVED: EROS /ON CONTROL PLAN FOR.- 97N. VULCANAVENUE
STEVE EDWARD J. W1MA THEVULCAN HOUSE
31 te'� Aft 258 -090 -31
DATE DA PLANNING CASE N0: 17 -251 CDP
i
WIDTH AS REWIRED
TO ACCOMODATE
AN77CIPA7ED
TRAffIC
NTS
DRAWING NO,
13911 -G
SHEET 3OF3
0 c? i
az
z
`w
Q 2 ry V
z