2017-13428 G (Plans)RIGHTOFWAYN07F EROSION CONTROL STORMWATERPO11UTION CONTROL BMPNO TES RELATlYETOCONSTRUCTIONACTIlgT1ES OWNER
OMNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO M WING IN THE
PUBLIC RIGHT OF WAY FAILURE 70 DO SO NU RESULT IN ISSUANCE OF A S70P ROUG NOTICE AND DOUBLE PERMIT IEEE IT IS THE
RESPONSIBILITY OF THE ONNER TO KNOW NHLRE HIS/HER PROPERTY LINE IS
DRAIM40EN07F
NO CONCENTRATED DRAINACE FLOE 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 UTIU17ES 50?HNG INNS SITE SHALL BE INSTALLED UNDERGROUND.
ntu�nu Al^ rn
1. ALL RYRK SHALL B£ DONE IN ACCORDANCE NTH THESE PLANS THE STANDARD 901RCARONS FOR PUBLIC #WS CONSTRUCTION,
THE DE961V CONSTRUCTION STANDARDS OF THE CITY OF D NIMS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWNGS ANY
CHANGES OR REWSIOVS THEREFROM SHALL BEAPPROn BY THE CITY llVED? PRO? TO ANY R694EST FOR INSPECTION
2 THE SOILS REPORT TILED 'UAOTED CE01FU IVCAL NW571G47lCN PROPOSED SINGLE- FAMILY RESIDENCE' DATED DECEMBER 13, 2016
SHALL BE CON000 AS A PART OF THIS GRADING PLAN ALL GRADING -WALL BE DONE IN ACCORDANCE WTI THE RECOMMENDATIONS
AND SPECFICA17ONS CONTAINED IN SAID REPORT.
3 SEPARATE APPROVALS AND PEINBTS FOR ANY CONSTRUCTION WINN PUBLIC RWT- OF-WAY OR EASEMENTS 91ALL BE REQUIRED IN
CONJUNCTION WIH NMPROYAIENT PLANS
5. CONTRACTOR -WALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO C0017ON
EXISTING PRIOR 70 4ONG
6. THE DEVELOPER SHALL LE RESPONSIBLE THAT ANY MONUMENT OR BLNGf MARK WWI IS DISTURBED OR DESTROYED SHALL BE
RE- ESTABLISHED AND REPLACED BY A REGSTERED CVIL ENGINEER OR A L12NSfD LAND SURVEYOR
7. THE CONTRACTOR SHALL DESK CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING; AND SHALL HE RESPONSIBLE
FOR CONFORMING TO ALL LOCAL, STATE AND fTRERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS
8 GRADING AND EQUPMLNT OPERATING WTHN ONE -HALF (I11 MILE OF A STRUCTURE FOR HUMAN OCCUPANCY 9W NOT BE
CONDUCTED BETHEEN THE HOURS OF 5.•30 P.M. AND 730 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS
9 NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS BEEN HELD 0N51IF WITH THE FOUOWNG
PEOPLE PRESENT CTY NSPECTOR, 67W ENGINEER, SOILS E7OM,, GRADING C"AC7OR AND PD30TTEE THE PRE - CONSTRUCTION
MEETING SHALL BE SU EDUIfD METH THE CITY AT LEAST 48 HOURS N AOYANCE BY GALLING (760) 633 -277,0
10. PRIOR TO HAULING DIRT OR CCNSTRUC&V MATERIALS TO ANY PROPOSED CONSTRUCTION SITE NIHIN THIS PROTECT THE DEVELOPER
-WALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGNEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER WALL COMPLY
WIN ALL COWI PONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE #1771 REGARDS TO 171E HAULING OPERATION.
11. UPON fNAL COMPLETION OF THE ROW UNDER 171E GRADING PERMIT, BUT PRIOR TO ANAL GRADING APPROVAL AND /OR FINAL
RELEASE TIE SECURITY, AN 'AS GRADED CERTRCAION' SHALL BE PROVIDED STATING• 'THE GRADING UNDER PERMIT N0. 13428 -G HAS
8MV PERFORMED IN SUBSTANTIAL CONFORMANCE NTH 171E APPROVED GRADING PLAN OR AS SHOW ON THE ATTACHED AS- GRADED
PLAN' THIS STATMENT 91ALL BE FOLL0#9 BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION.
12 ALL GRADING SHALL BE INSPECTED AND TESTED BY A OVA1/FIED SOILS ENGINEER OR UNDER HIS DIRECTION HE WALL INSPECT AND
TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACIMS AND COMPACTION OF TRMCHES HE SHAU SUBMIT SOILS
REPORTS AS REQUIRED AND Wtt DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS HE
ShAU STATE 1HAT OBSERVATIONS AND TESTS MERE MATE BY HIM OR UNDER HIS SUPERNSTON AND THAT N HIS OPwav,, ALL
EMBANKMENTS AND E7GCAYAWAIS ARE ACCEPTABLE FOR THEIR N71AM USE
13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVDE PO,99W DRAINAGE AND PREVENT POYfANG OF
WATER. HE WALL CONTROL SURFACE WATER AND AVOID DAMAGE 70 ADJOINING PROPERTIES OR FINISHED WORK ON THE SIE AND
SHALL TAKE REMEDIAL MEASURE TO PREVENT ER09601 OF FREELY GRADED AREAS UNTIL SUCH THE AS PERMANENT DRAINAGE AND
EROSION CONTROL MEASURES HAVE BEEN INSTALLER
14. ALL AREAS TO C FILLED -WALL LE PRE PARED TO C FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD
SPECIFICATION( ALL VEGETABLE MATTER AND ORECRONABLE MATERIAL SITU BE REMOVED BY 771E CONTRACTOR FROM THE SURFACE
UPON WH1Cl THE FILL IS TO BE PLACED. LOUSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED 70 SUITABLE FIRM NATURAL GROUND
THE EVVO SOILS SHALL BE SCARIFIED TO A 0017H OF 12 INCHES AND THEN O MB'ACMD TO A MINIMUM OF SL PERCENT. IT SMALL
BE THE CONTRACTORS RES'ONSBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE NTH SPECfICATIONS
15 CUT AND ELL SLOPES SHALL BE CUT AND NAG ID RA SH GRADE TO PIRO7UOE SM00171 SURFACE AND UNIFORM CROSS SECTION
THE SLOPES OR EXCAVARON AND EMBANKMENTS SHALL BE SHAPED, FLAMED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK
AND LEFT N A NEAT AND ORDERLY OONOROI. ALL STONES ROOTS AND OTHER WASTE MATTER EiPOSFD OR EXCAVATION OR
EMBANKMENT SORES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE 70E AND 70P OF ALL
9OPES SHALL BE ROUNDED IN ACCORDANCE WITH 111E GRADING ORDNANCE.
16. ALL TREES, BRUSH, GRASS AND OTHER OBXC77OVABLE MATERIAL WALL BE COLLECTED PILED OR OTIERWSE DISPOSED OF OFF THE
97F BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE SEEN C EARED NTH A NEAT AND RN190 APPEARANCE FREE FROM
UNSGIITLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS LNGNEER AND CITY ENGINEER PRIOR
70 THE DISPOSAL OF ANY SUCH MAIERWAL
17 THE REMOVAL OF ANY AND ALL CITY TREES -HALL HE CON9SIENT WTI IHE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES
LOCATED IWILN CITY STREET R16HT -OF=WAY ON CITY PROPERTY, OR WINK CITY EASEMEIVIS ARE REFERRED TO AS CITY )BEES AND
-HALL C PR07ECT D IN PLACE Dim CONSTW71 N IIMIESS SPECIFICALLY APPROVED OTIf VISE NO GRATING, EXCAVATION, OR
DISTURBANCE OF CITY IRE£ ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A
TREE TO THE Ol7ERMOST EDGE x THE TREE CANOPY PRmCTON ON THE (ROUND). E A CITY TREE IS NOT (.YEARLY LABELED 70 BE
REMOVED IT MUST LE IPROT£C7ED IN PLACE EVEN LF APPROVED IMPROVEMENTS ARE IN COVFIICT WITH A CITY TREE, IT MUST NOT BE
DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL
N0.
I
VICINI T MAP N
NTS
fNlG +tltijil /t,?e9
I. IN CASE EMERGENCY NORK 1S REOWR0, CONTACT MIKE MCNERNEY. AT (714)323 -1508, 24 HOWLS A DAY.
2 EQUIPMENT AND WORKERS FOR EMERGENCY NOR/K SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1
TO APRIL 15) ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENTENT LOCAIGNS TO FACILITATE
RAP49 CONSTRUCTION OF TEMPORARY MOSON CONNO MEASURES WHEN RAIN HS IMMINENT
3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WINOUT THE APPROVAL OF THE [70NEERTNG INSPECTOR
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 70 IW7RKING ORDER 70 THE SATISFACTION OF THE CITY ENGINEER
AFTER EACH RUN -OT' PRODUCING RAINFALL
5 THE CONTRACTOR SMALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGNL J? DUE 10 AN
INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE:
6 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHAU TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC 1RE9PASS ONTO AREAS
THAT ARE UNSAFE OR ARE POTENTIALL Y UNSAFE
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN 91ALL BE INC09PORAIED HEREON.
8 GRADED AREAS AROUND THE PROECT PERIMETER MUST DRAIN AWAY fROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WALK
DAY.
9 ALL REMOVABLE PROTECTIVE DEVICES -TOWN SHALL BE IN PLACE AT THE END OF EACH RORKING DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCEFDS FORTY PERCENT (40X) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
STORMWATER POLL U770NCONIROL POST CONSTRUC770NBMPlIMPN07ES
1, FOR STORM WATER POLLUTION CCNIROL PURPOSTS ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL
DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO CYLLECRON AND DISCHARGE CV70 THE STREET AND /OR INTO THE PUBLIC
STORM DRAIN SYSTEM
2 GRASS AND LANDSCAPE AREAS DESIGV470 FOR STORM WATER POLLUTION CONTROL -WALL NOT BE MODIFIED N17HOUT A PERMIT
FROM 171E CITY.
J. ALL IMPERVIOUS AREAS WINK THE SITE SHALL DRAIN TO APPROVED BMPjlMP FACILITIES ANDjOR TO TURF OR LANDSCAPED AREAS
WlY ADEQUATE GROUNOCOVER PRIOR 70 DISCHARGE fROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
BMP111P FACILITY ANDjOR THE TURFALANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE DRIVEWAYS OR ANY OTHER IMMFERVOUS AREA UNLESS THE FLOW FROM 7HE DRAIN
DISCHARGES TO AN ADEQUATE IMPIVW..
5 DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOE TOWARD THE IMP/AP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM
THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE 1MPIWP.
6 ALL STORMWATER IMP/WP FACILITIES SHOWN HEREON -WALL NOT BE MODIFIED OR ALTERED WSHOUT A PERMIT FROM THE CITY.
7 THE INSTALLATION OF ADMIMAL MFP€RVIOIS SURFACES NOT SHOW ON THIS PLAN MAY RFOUIRE THAT THIS PLAN BE REVISED OR
THAT A SEPARATE ENGINEERING PERMIT BE OBTANED.
8. ALL EXISIN AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY NTH STORM WATER BEST MANAGEMENT PRACTICE
REQUIREMENTS PIE NASIH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- MUS17BLE ROOF THAT WLL NOT ALLOW RAIN WATER TO
ENTER THE ENCLOSURE. THE ENCLOSURE WALL BE LOCKABLE AND LOCKED WEN NOT N USE A BERM WALL BE INSTALLED AT ALL
OPENNGS TO HOLD IN ANY LIQQDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH TE
TRASH ENCLOSURE AREA THE BERM CAN BE CONSTRUCTED INDE AND FLAT TO ALLOW ROUNG OF THE DUMPSIER IN AND OUT TIE
ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY RED OLj GREASE
SEPARATOR AND IS THEN IILT77tED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY
SEWER SYSTErA NOT TO PLANTERS OR THE STORM DRAIN SYSIER A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS
STRUCTURE.
�iIU�(I�;I il�,�t)b�1 :7117 /i�(1)HiG�i
L WATER MAINS LATERALS AND APPURTENANCES WALL BE CONSNUC7ED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE
CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2 REVIEW OF THIS PLAN BY SAN lIEG11T0 WATER DISTRICT ODES NOT CONSTITUTE REPR£SENTARON AS TO THE ACCURACY OF, IHE
LOCA710V OF OR THE EXISTENCE OR MCN- EXISTENCE OF ANY UNDERGROUND UTUTY, PIPE OR STRUC7URE WINN THE UM17S OF THIS
P'ROJLECT.
3. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESGN, LE, LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SIAU
BE FIELD VERIFIEDD, ALL EXISTING OR PROPOSED UTILITY CROSSING WTHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE WOW ON
IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GVEN NRITTEN PERMIS90N BY SAN AEGUITO
WATER DISTRICT.
4 CONTRACTOR AND ONO ARE RESPONSIBLE TO RELOCATE ANDAVR AOJJST TO GRADE ANY EXISTING WATER FACILITY (FIRE H)DRANT
M£IERS YALWS YALVE BOLES ETC) WWI lS AFFEC11V BY iNEIR PROJECT ALL AF7ECTED WATER FACEITIES MUST MEET CURRENT
WATER AGENCIES' STANDARDS COMMITTEE (WAS;) STANDARDS HF FACIUIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED
CONCRETEWASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN AD7EQUATEEY -9.2ED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON 517E IT IS ILLEGAL 70 WASH CONCRETT: SLURRY, MORTAR, SIUCCO, PLASTER AND
THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNA77NG THE
WASHOUT LOCAIKXN.
CONSTRUC77ONSITEACCESS
A STABILIZED CONSIRUCTOW SITE ACCESS 91ALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT ?RACKING DIRT OFF
SITE THIS SHALL INOXLIDE U9NG MATERNAL suai AS 3' ORLISHED ROCK AND1OR CORRUGATED STILE PANELS/PLATES
CONSTRUCTION VEHICLES
A 7fflRC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESMATED FOR CONSIRUCTON VEHICLES PARR ND VEHICLE
REFIUELING AN1 ROUTINE EQUIPMENT MAINTENANCE ALL MAC RFPAIRS 91ALL BE MADE CIF-- E
EROSION CONTROL
ER096Y CONTROL MUST DE PROVIDED FOR ALL ER09iE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROEECIED AGAINST
ER09ON BY INSTALLING ER090N RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE GROUND CORER WGETATON, AND
BONDED FIBER MATRIX
NO EXCAVATOR AND GRADING ACAV IAES ARE AUONED DURING NET HEATHER.
DIVERSION ONES SHALL BE MEIRUCTED 10 CHANNEL RUNOFF AROUND TIE CONS'TRUCDON 511E CONTRACTOR SHALL PROTECT
CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY ER09ON CONTROL MEASURES
REMOVE DOS71NG VEGETATION ONLY WHEN ABSOLUI£LY NECESSARY. LARGE PRaECTS SHALL BE CONDUCTED N PHASES TO AVOID
UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. 00 NOT RLMOEE TREES OR SHRUBS UNNECESSARILY THEY HELP DECREASE
ER090N.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES CR INHERE CONSTRUCTION IS NOT IMM01AIELY PLANNED FOR EROGIOV CONTROL
PURPOSES. EROSION SHALL BE PREVENIED BY PLANING FAST - DRONING ANNUAL AND PERENNIAL GRASSES 70 SHIELD AND BIND THE
SOIL
PLANT PERMANENT WCTA77ON AS SOON AS POSSIBLE; ONCE EXCAVATION AND GRADING ACTVI PES ARE COMPLETE
WATER USAGE FOR DUST CONTROL SHALL LE MINIMIZED.
ONaV CONS7RUCT/ONMATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SEOJRE PLACE TO PREVENT SAGE AND SPILLAGE. CONTRACTOR SNAIL STORE THESE
PRODUCTS WERE THEY N1TL STAY DRY OUT OF 771E RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FULL
STORED ON -STILE ELIMINATE OR REDUCE POLLUTION 07 STORMWATER FROM STOCKPILES KEPT ON-,77E STOCKPILES MAY NCUDE SOIL,
PARING MATERIALS ASPHALT CONCRETE AGGREGATE BASE ETC. STOCKPILES SHALL BE LOCATED AWAY FROM COKENTRATED
S70RMWATER STORMWATER FLOWS AND STORM DRAIN INLE7S STOCKPILES SHALL BE COVERED OR PR07ECU NTH SOL STABlUZ1170V
MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TMES
TRAINING
CONTRACTORS' EMPLOYEES ONO PERFORM CONSTRUCTION IN THE CITY OF ENCINIMS SHALL BE 7RANED 70 BE FAMILIAR NTH THE CITY
OF ENCINITAS STORMWAIER POLLUTION CONTROL REQUIREMENTS THESE DMP N07ES SHALL BE AVAILABLE TO EVERYONE MORKlNG ON 517E.
THE PROPERTY OW (S) AND THE PRIME CONIRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQ/NEMENTS AND THEN
ONN RESPONSRURES
WASTEMANAGEMENT
CONTRACTOR SHALL BE RESPON98LE FOR PROPERLY DISP0SING OF ALL WASTE AND UNUSED CONSIRUCICN MATERIALS DUMPING OF
UNUSED! OR WASTE PRODUCTS ON THE GROUND, WERE W47ER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY
PROHDBHED.
NO SEEPAGE fROM ANY DUMPSTER SHALL BE DISCHARGED N70 STORMWATER. BERMSADIKES STALL BE PLACED AROUND ALL DUMPSTERS
7D DjwRT THE NATURAL STORM RUNOFT. DUMP9TES SHAU BE CIHECIGED IREQIENTY FOUR LEAKS LUMPSIER LIDS SHAU REMAIN CLOSED
AT ALL TIMES DUMPS7£6 NITHOUT LIDS SMALL BE PLACED WTHIN STRUCTURES NTH IMPERVIOUS ROORNG OR COVERED NTH TARPS IN
ORDER M AVOID RAIN CONTACT WITH ANY 7RASH MAIERIAL
MANY CONSTRUCTION MATERIALS INCLUDING SOL0175S HATER -BASED PAINTS WJ#aE FLUIDS BROKEN ASPHALT AND CONCRETE V
AND CLEARED VEGETATION CAN BE RECYaED. NOT- RECYCLABLE MA7ERIALS MUST BE TAKEN TO AN APPROPRIATE LANDfXL OR DISPOSED
OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL GE HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07INE TOLL FREE
AT (800) 714 -1195 FOR 1/EORMATON ON LANDWS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND TIE 71E.
PORTABLE TOLEIS MUST BEN GOOD WORKING ORDER AND CIECGED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROMOE SECONDARY
CONTAINMENT AND LOCATE PORTABLE 701EIS AWAY FROM STORMDRA/N INLETS ON PERVIOUS SURFACES
ALL CONSTRUCTON DEBRIS STALL SE AEPT AWAY FROM THE STREET, GUTTER, AND STOR10M CONTRACTOR MUST ROUDVaY CHECK
AND CLEAN UP MATERIAL 7HAT MAY HA W TRAVELED AWAY fROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STO,RMW4177R PGLUITTON CONTROL MEASURES AND REOUNBUIS PLEASE CONTACT TE LaVGNEERING
DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
11A�1AAWMIn
TO ChMT STANDARDS AT 771E OWNER'S EXPENSE t THE EXISTENCE AND LOCATION C UNDERGROUND UNITY PIPES AND STRUCTURES SHORN ON THESE PLANS WERE OBTAINED BY A
LARCH qE AVAILABLE RECORDS TO ENE CST OF OUR KNOKEDGE TNERE ARE NO EAIS17NG UTUTES EXCEPT AS SHOWN ON THESE
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXNSINO U17LI17ES OR
STRUCTURES LOCATED AT THE WORK STE IT IS THE CONTRACTORS RESPONWLITY TO CONTACT THE FOLLOIWNG DRIERS OF SAID
6 MINIMUM /HORIZONTAL SEPARAWN OF 10-fEET REQUIREO BETWEEN FLRET ANTS AND SAN UI HIES OR STRUCTURES PRLCR TO ANY EXCAYATON, FOR MWCA17ON AND LOCATION OF U7917ILS AND NORFIC4110N OF
DIEGO GAS AND LI£CIRIC VAULTS COMMENCEMENT OF WORK-
A. TIERS - LOP - (760) 753 -0155
7. ALL WATER S£RVIGES 70 BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL ONO TRAVELED WAYS WATER METERS MUST BE IN B. GAS & ELECTRIC - SDO - (760) 438 -6200
FRONT O- THE PARCEL THEY ARE SERVING. C. WATER - SAN OEGLTO WATER DISTRICT - 1- 800 -- 227 -2600
8 CALIFORNIA STATE LAW ASSEMBLY BILL AB- 195315 REQUIRING 7HAT NO -LEAD BRASS BE USED N THE CONSTRUCTION OR REPAIR OF A TELEPHONE - SBC BELL - {760) 489 -3411
ALL POTABLE WATER SYSTEM EFFECIVE JANUARY 1, 2010. IN COMPLIANCE NTH THIS LAW, THE DISTRICT 9HAU REQUIRE ALL MATERIALS E. CABLE TV - COX COMMUNICATIONS - (760) 806 -9809 X2133
TO BE ND-LEAD BRASS PARIS
2 CONTRACTOR 9HAtL NOTIFY THE CITY €TUG WS OFFICE 48 HOURS PRIOR TO BEGMMIG ANY WORK DN THIS PROJECT
9 ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS, AND VRWCfS SHALL BE PROVIDED NTH CATHODIC PROTECTION IN PHONE (760) 633 -2770.
ACCORDANCE NTH OV-17 OR W-18.
3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR BVTECTON. PHONE.• (760) 633 -2T7O ALL WORK fflff R O
WTHOUT BENEFIT OF INSPECTION MEL BE SUBECT TO REJECTION AND REMOVAL
lMFERV AM SUMMARY
IMPERVIOUS AREA PRIOR TO CONSTRUCTION 6,227 SF
NP&WOUS AREA AFTER CONSTRUCTOY 9, 477 SF
A60ERMS AREA INCREASE: 3,250 5F
IMPERVIOUS AREA NEW/REMOVE AND REPLACE. 6,625 SF
APPROVED DATE BENCHMARK
ELEVATION TED 70 CITY OF E VOI ITAS BENCHMARK
STATION "I34W'CCSI ':
ELEVATICK: 176391' DATUM.• NAND 86
MICHAEL W. & TAMI L MCNERNEY
LEGEND
SYMBOL
Z5
0. z
W
630 OCEAN VIEW AWW
fNCN1TAS CA 92024
PROPERTY BOUNDARY
- - -
1342 &G
PHONE (714)323 -1508
PROPERTY LfiVEJR1GHT OF WAY
SHEET IOF3
SfIFADORESS
DEDICATION LINE
- - - -
630 OCEAN NEW AUUE
82
ENCNITAS CA 92024
EXISTING CONTOUR
EXISTING ELEVATION
X 8243
ASSESSORSPARCEL 710.
256 -151 -27
NEW CTaIR
83
NEW ELEYAPON
83.30
DATEOFSURYEY
MARCH 16 2006
DAYUGHT LINE
- - - - - - -
LEGAL DESCRIPTION
DRAINAGE SWALE
LOT 4 IN BLOCK 3 OF AVOCADO ACRES, IN THE CITY OF ENCINIMS, COUNTY OF
DIRECTION OF FLOW
SAN DIEGO, STATE OF CALIFORNNA, ACCORDING TO MAP THEREOF N0. 1791, FILED
IN TIE OFFICE OF THE COUNTY RECOINDER OF SAN DIEGO COUNTY, APRIL 29, 1924
CONCRETE PAVEMENT
CONCRETE MASONRY RETNAM MALL
BUILDING /STEM WALL
OW'NER'SCER7/FICAI
AC PAVEMENT M6DW
I (NE) HDOYCERIFY THAT A REGISTERED SLYLS 8UNDW OR GErDLMST HAS
BIG- REIENDON BA51N
W
BEEN OR WDL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND
RIP -RAP ENERGY DlSSPAIER
ADVISE ON TIHE COMPACTION AND STABILITY OF TIE SITE.
Q
I (HE) HEREBY AGREE TO INDEMNIFY, DEfEND, AND HOLD CITY AND CITY'S
PRIVATE C47Cl B49N
Mg----SD-
OFFICERS OT7CIALS EMPLOYEES AND AGENTS HARMLESS fROM, AND AGAINST
PRIVATE GRAWTY S70RM DRAIN PIPE
-SD-
ANY AND ALL IA&UNES CLAWS DEMANDS CAUSES OF ACM LOSSES
DAMAGES AND COSTS INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT
OF, OR IN ANY MANNER CONNECTED DIRECTY OR 1NDIREC7IY WIH ANY ACTS OR
OMISSIONS OF OWNER OR OWNERS AGENTS EMPLOYES CONTRACTORS
SUBO'ONI7R4cw OFFICALS OI?= OR RLPRESDITA17VES FOR ANY AND ALL
OURK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR
10#6C11Y TO THE DIVED PLANS TIE PRIVATE PROPERTY
OR PUBLIC EASE V
MA DATE.•
MICHAEL k MLYN Y
SIGNATURE an DA7E
TAMIL MCNERNEY
STA TEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE NORK PERFORMED BY THE ENGINEER SMALL COMPLY NTH THE GENERALLY ACCEPTED
STANDARDS AND P'RACTCES OF THE ENGINEER'S TRADE OR PROFESSION THE ENGINEER FURTHER AGREES THAT THE WON'K PERFORMED
HEREIN -WALL BE IN ACCORDANCE Will THE RULES AND RERkAM REQUIRED BY THE CITY OF ENCIANTAS TO THE EXTENT THAT THE
ENGINEER CONTROLS SUCH PERFORMANCE. IRE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF
ENCNITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE fNGNEER IS NOT A DETERMINARON BY THE CITY OF
fAU NTAS OF THE TECHNICAL SDFFICIENCY OR ADEQUACY OF THE PLANS OR DESII AND IT THEREFORE DOES NOT RELIEVE THE
ENGINEER OF REM.&BIUTY FOR THE PLANS OR DE96N OF 1YPR%E0EN7S BASED 7NEREOL THE ENGINEER AGREES TO INDEMNIFY AND
HOLD HARMLESS THE CITY OF DMITAS AND ITS 0MCERS ACNTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY NARY
ARISING SOLELY FROM THE AEGIGENT ACTS fl?fi S OR OMIS90VS OF THE EWFiR AND HIS/HER AGENTS OR EMPLOYEES ACTING
WTHIN THE COURSE AND SCOPE LOP�SUCH AGENCY AND EMPLOYMENT AND AR19NG OUT OF THE TWR R.
K fERFORMED BY THE ENGINEER
9GNATURE. V-"'�--1 0" AL DATE l 20 7
WNCENT L SAMPO
COMPANY SAMPO ENGINEERING INC
ADDRESS: 171 SAXONY ROAD, STE. 213 ENCNITAS CA. 92024
PHONE NUMI7fR• (760) 436 -0660
RUE EXPIRES- 6130119
SOILS ENGINEERS CERTIFICATE
1, MAMADOU DIALLD A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRNCDALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, HEREBY STATE THAT IT IS OUR PROFESSIONAL OPINION THAT A SAMPLING AND STUDY OF 7HE SOIL CONDITIONS
PREVALENT NTHN THIS 97E WAS MADE BY ME OR UNDER MY DIRECTION ON DECEMBER 13, 2016. ONE COMPLETE COPY OF PIE SOILS
REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SURWTTED TO )HE OFFICE OF THE CITY ENGINEER
FURTHERMORE, I HAVE RENEWED THESE GRADING PLANS AND IT IS OUR PROFESSIONAL OPINION THAT THE RECOMMENDA BONS INCLUDED
IN THE SOILS REPORT/n[CR THIS PROJECT HAVE !INCORPORWED IN THE GRADING PLANS AND SPECIRCATONS
SIGNED: Lvw oy14 (� OgOFESSIpN
MAMADOU SAUOUa• 6F 2704 y��OU S. pg7Fy�
JOB NUMBER 16- 1147C5 2704o m
rn
EAST COUNTY SOL CONSUL TA 77ON AND ENGINEERING INC. EXP.
10925 HARTLEY ROAD, SUHE 7' *'IAc�CTECNN�GP� P*
SANTEE, CA 92071 9Ik ..
L:AR77NW )?KDATA
MAXIMUM 1IR77CAL DEP7 OF CUT = 5 FEET
MAXIMUM VERTICAL DEPTH OF FILL = 2 FEET
CUT = 610 CY
FILL = 138 CY
EXPORT= 472 CY
REMEDIAL = 600 CY (3' REMOVAL AND RECOMPAC77ON UNDER; AND 5' OUTSIDE OF IIUKDNG AREAS)
THE BIORE7ENTON BASINS HAVE BEEN -ZED USING THE 9ONG FACTOR OF 9X OF THE INCREASED IMPERVIOUS AREA (293 SF MINIMUM AREA) PER CITY OF
ENCINITAS REQUIREMENT DUE TO CROSS LOT ORANAOE
DEPARTMENTOFENV/RONMENTALHEALTH FIELD OPERATIONS PLANNING DIVISION PARKSANDRECREATION
s- I 4WA 11 -20-17- !1-13-17
�GIV DATE SI DALE DATE SIGN DA IF
AS- BUILTAPPROVALS
NT. DATE PLANS PREPARED TINDER SUP£R14S0N OF
PUBLIC W WS AIA _
PLANING W ifli3 i -L / 0
DATE : )I boll?
R.C.E. NO.: 44173
EXP. 6130119
No. 44173 ° 2
06 -30 -19
I BMPPROJECTSTATUS i
SA N D I EG UI T O WA T ER D I S T R I C T
C14 2 1 „¢
SIGN DAIS
ENGINEERWOD(V/SIONAPPROVALS CI TYOFENCI NI TAS- DEVELOPMENTSERVICESDEPARTMENT
%TIE ENDED: D GRAIING PLAN FO?• 630 OCEAN V/EWA*WUE
MCNERNEY RESIDENCE
APN,-236 -15127
2 7
DATE GATE PLANIVNG CASE NO 17 -016 COP
E N C I N I T A S F I R E D E PA R T M E N T
�I ��l13�►1
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SIGN DATE
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1342 &G
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qi
FG
fINISH GRADE
FL-
flOW LIVE
GB.-
GRADE BREAK
W.
HIGH POINT
lE
INVERT ELEVARON
POI:
POINT OF CONNECRCN
r RIGIT F
1 t !' DRAIN CLEAN OUT
/' OF tt
FOP OF
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tar •tt at t� + t•r a
. PER I)
6' STORM DRAIN
AT RP --RAP AS
AN 06- 111811.
IAMPO
ENGINEERING, iNE.
171 SOW RaQ 9M Z4 D M6tt rA RM
M (V 4JF-M ME (moo) 4X•-W
CHANCE NO.
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I `_
1 ,
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1G` 163.2
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I 161.8
�E
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ti�1. 1610
B10- RETENTION BASIN
t t
3
-as lE t5905��s
,1101NVSPOU7{MHfy OCCY/RS)
PRIVAIF STORM DRAIN
/OUTEfT (WHERE Dow)
18' AWL! &ZMi2Rf0 SEAL
*SE£ NOTE BELOW
F; OiINYER COURSE" - 2' THICK OF
f8' 7O 3f8' (N0 8) A66- REGA7E
^c
12' MIN OF l' CRUSHED ROCK
GIVU RETAWNG WALL PER PLAN
VOY LOAM SOIL MIX WIH NO MORE
: COWPOST OR HARDWOOD MULCY
TIR
ff +f Ff
�r A R915211)" r
- 24' MN. -
eur c /Tvn )
NOTES
1. PLACE 3 ANCIM PER SQUARE YARD OF MAY fAL
2 FOR GRASS OR TURF OPROV, INSTALL LANOLCNO IRM 450 TURF RfINFCMiC£AIENT MAT.
�EGETA TED DRAINAGE SWALE
DESCRIP77ON APPROVED DATE BENCHMARK
E.ElABNtl TIED TO CITY OFENOINITAS BEhaMARK
STARON "1340CCS1 ".
ELEVAROV: 176.391' DATUM: NAND 88
GRADING PLAN
AS BUILTAPPROVALS
L-- s A9 m
DS 5X
BElI1W1VG COURSE - 2'
THICK OF 1/8' TO 318'
(NO. 8) AGGREGAJF,
7HIC1C OE 3 8' TO 1/2
(N0.57) ROCK
MIN. 6' IHICK
CRU90 3 4'
SOL SUBCRALF
CURW TABLE
CARVE
RADIUS
DELTA
LENGTH
Cl
.TD6.49'
1243270 1
58.24'
17395
• ; _ _ ,.tea ✓c,�c��c.o _ ,i,.n,
E
t 1
CONTRACTOR TO Miff AC PAVEMENT TO
24' N MOTH Affil". 4" AC /6" CLASS TL
BASE, UNO BY SOL ENGAER OR CITY
17785 _ _ __ - - N89S2' 01E 29264'
CD
SITE MAP
` CONSMUC77ON NOTES: 1" = 60'
1. EXISTNG TOPOGRAPHY PERFORMED BY SAMPO EAUVEERNVG KEY NOTES
1 C DIV MARCH 16, 2006. BEARINGS AND DISTANCES SHONN DEMOLISH/PROTECT IN -PLACE O
HEREON ARE CALCULAIED PER MAP 179LIHE TOPOGRAPHY 1. DEMOLISH EXISDNG GARAGE
WAS VERTICALLY ADNISIED ON 9/9f16 BY CON07ING THE
7 f WMAL TffMAPHY ON NGIV 2299 TO NAND 88 BY ADDING 2 DEMOLISH PAVERS AND PLANTERS
2152 fEFT TO ALL OF THE ORIOINAL SURVEY DATA 3. DEMOLISH WALL
2 ALL ON -SITE STORM DRAIN, DRAINAGE SWALES, AND DMP 9 DEMOLISH AC PAVEMENT DRIVFIYAY
400 AREAS ARE PRIVATE AND SHALL BE MAINTAINED BY THE
7 2 ' PROPERTY OWNER. 5 DEMOLISH BRICK PAD
L L
J. A PRELIMINARY RILE REPORT WAS PREPARED BY CHICAGO 6 DEMOLISH EANINNG CONCRETE
96 173.85 TALE COMPANY AS M& NO. 73716010544 PAM,, DATED U 7. DEMOLISH TREE
173.78 27 2016 WAS PROVDE BY OWNER AND AND REWL)IED FOR
/, 1 ° " )Eye 17 4 ON SITE EASEMENTS THE FCRLONING EASEMENTS HAW NO 6 DEMOLISH GRASS PAWRS
�Jf LOCAiKMI SET FORTH AND THEREFORE CANNOT BE PLOTTED yyOL1SH eCK P1AN7fR AND STAIRS
g M AN EXISTING EASEMENT FOR THE NSTALLARO(N AND 10. DEMOLISH EVSTTNG FENCE
WES OR THE YANNCE OF EL£C7RCITY AND lA1GDE� AL 11. DEMOLISH CATCH BASIN
PURPOSES IN FAVOR OF ED fLETCHER AND MARY C. B. 12. PROTECT WALL IN -PLACE
i €171.50 `� fEETCIIER RECORDED AUGUST 14, 1929 IN BOOK 1677, PAGE 11 PROTECT IREE IN -PLACE
62 OF DEEDS 14 REMOVE BOUCiJERS
557. M AN EXISRNG EASEMENT FOR THE INSTALIA TON AND 15 PROTECT AVOCADO TREE IN -PLACE
ANTENANCE OF SEWER, WATER AND GAS MANS POLE AND
2a•Oa WIRES FOR THE CONVEYANCE OF ELECTRICITY AND INCIDENTAL 16. PROTECT PALM TREE !N -PLACE
21 ad ° PURPOSES IN FAVOR OF MORE CONSTRUCRGN COMPANY 17. PROTECT £XISRNG SEPRC CLEANOUT AND SEEPAGE PIT
RECORDED ,OILY 21 1930 IN BOOK 1804 PACE 61 OF DEEDS IN- PLACE, OR AS REQUIRED BY THE SEPTTC ENGINEER
174.57
-z-> CAN EXISTING EASEMENT FOR THE INSTALLATION AND 18 PROTECT WATER METER AND WATER SERI4CE N PLACE OR
ANIENANCE OF SEWER WATER AND GAS MAINS POLE AND UPGRADE TO SON) STANDARDS TO SERVE NEW RESIDENCE
WAS FOR IHE CONVEYANCE OF ELECTRICITY AND INCIDENTAL
PURPOSES IN FAVOR OF MORSE COtSNUCRCN COMPANY IR PROTECT FENCE IN -PLACE
-� RECORDED JANUARY 18, 19JJ IN BOOK 194, PAGE 25 OF O.R. 20. REMOl2 -AND REPLACE FENCE TO CONSTRUCT WALL
- a b
i j A x/-.01, c
OCEAN VIEW AVENUE
PROTECT EXISRNO
AC PAVEMENT AND
BASE IN -PLACE
s
9N0 REPLACE 4' AC PAVEMENT
i ASS BY THE
QDi` 4. ROOU DOmvV w75 TO BE DISCI mA u NTO PLANTEIT 21. PROTECT ELECTRICAL METER IN -PLACE
f -- J LANDSCAPE OR BORETEN77ON AREAS PRO? TO DISCHARGE TO
G - i#f SA ITSFACTON OF THE CITY £NCB WATTR MALL NOT 22 PROTECT CONCRETE AND LANDSCAPE AREA
V1741 NP t,,, ,�� � B��G l a�SON Sf IE AND SHALL NOT DRAIN TOWARD 23. PROTECT BRICKS W -PLACE
' 5 CONTRACTOR TO LOCATE AND PROTECT IN -PLACE fAlSRNG 24. PROJECT EXIS77N6 DWELLING U1NlT IV-PLACE
W4 7ER SERWCE AND WATER METER, OR UPGRADE TO SDWO 25 PROTECT POOL AND DECK IN -PLACE
STANDARDS 26 PROTECT SEVER CLEANOUT IN PLACE
5 CONTRACTOR TO LOCATE AAD PROTECT IN -PLACE EXISRNG 27 REMOVE AND RELOCATE GAS METER
r S£NER LATERAL AND CLEANOUTIN PLACE, OR AS NEEDED
FOR SEP17C SYSIEM 28 PROTECT AC PAVEMENTIN-PLACE
k `y
# 7 EXISTNG SURVEY MONUMENTS SHALL BE PROTECTED 29. PROTECT SURVEY MONUMENT IN -PLACE
? 1N -PLACE IF ANY MONUMENT 1S DISTURBED OR DESTROYED IT 30. €XISRNG SEEPAGE PIT TO BE PROIECTED IN -PLACE
COR BRECORD OR RECORD OF SURW�
D SHALL BE DIED WITH 31 PROJECT STAIRS IN -PLACE
THE COUNTY PRIOR TO RELEASE OF SECb0lIZES NEW IMPROWMENTS
1 _ L 8. ALL GRADING. WALLS, UNITY AND STORM DRAIN IRLNCHWO 1. NEW RESIDENCE
L 5/pA� SHALL BE NSPL`CTED AND APPROVED BY THE PROLEGT 2 NEW GARAGE
L L l7 1 4 CEOTECHNICAL ENGINEERING OR HIS DESIGNATED
REPRESENTARVE. J. DECK PER ARCHITECTS PLAN
n 4. CONCRETE DRIVEWAY PER CCNVSTRUCBON NOTE 13
� 2 SRC LAYOUT DESIGN BY ODI£RS SEPTIC CONCEPT PER
SEPRC LAYOUT PREPARED BY ROBERT SOWARDS SOWARDS 5. ' 7�w x
AND BROWN ENGINEERING, DATED 5 -18 -17 6. KENNEL PER ARCHITECTS PLAN e2
~ 10 WALL DRAINAGE PER SORSD C-7 AND C -8 ONO. 7. CMU RETAINING WALL PER SDRSO C -1
It WALL ELEVATONS SHOWN HERON MAY VARY DURING 8. CMU RETAINING WALL PER SDRSD C -5
CONS)RUCRAV DUE TO EXISRNG GRADES & SOIL ENGINEER 9 BOULDER STEPS PER LANDSCAPE PLAN
RECTUNMATONS SOIL ENGWLER SHALL DEIERMNf FINAL 10 7'X 25' PERMEABLE PAVER PARKING SPACE PER DETAIL C'
20.06 WALL FOORNG DEPTHS
11. STAIRS PER ARLINIECTS PLAN
12 ALL INTERIOR C6W0?f)F . SLABS ON GRADE SHALL BE A 12. 5'IWD£ X 16" DEEP PCC fLUSH CURB
MINIMUM OF 4' THICK AND REINFORCED WITH NO 3 REBAR
SPACEO 18' FN CENTER EACH WAY. ALL SLABS SHALL BE 13. CONCRETE PAVERS AT GRADE SET IN COMPACTED NATIVE
UNDERLAIN WITH A MINIMUM 2" OF CLEAN COMPACT COURSE SOIL, UNLESS DETERMINED OTHERWISE BY SOIL ENGINEER
SAND DWR A 10 -MIL MffiE OR EQUIVALENT MOISTURE 14. STEM WALL PER ARLHI7ECT PLAN
BARRIER REFER TO SOIL REPORT FOR ADDIRONAL
RECGMIMENDATONS 15 6' TALL M FENCE
T3. SOIL ENGINEER TO PROVIDE CROSS S£CRON FOR EXTERIOR 16 NEW ENTRY PER ARCHITECT PLAN
PCC SLABS ON GRADE PRIOR TO CONSRNCDON BASED ON 17 COR -1O WALL PER LANDSCAPE ARCHITECTS PLAN
P -VALUE 7ESTS 18. 6- THICK X 24" H16H (MIN.) PCC HEADWALL
8118' PCC fLUSH CURB 19. CMU WALL BELOW CONCRETE PA 710, WALL PER SORSD C -5
OR DEEPENED G 1 GARB 20 POOL ENCLOSURE FENCE PER ARCHITECTS PLAN
CITY APPROVED POROUS 21. PERVKXIS CiNCREIF RAMP. SUBBASE MATERIAL PER DETAIL
CQNCRFIE PAVFMfNT '7)" U.N.O. BY SOIL ENGINEER
BE VNNG COURSE - 2' 22. PERVIOUS CONCRETE WALKWAY. SUBBASE MATERIAL PER
OFIA 70 3Of NO 8 -. ' ` DETAIL 7' U.N.O. BY SOIL NEGINEER
A66REGATf 2 :. i 23. 1RASH ENGLOSUR£
CHOKER _ 4- 4• /l 24. 86(19' PARKING SPACE PER ARCHITECTS PLAN
ff" W18 112' y STORM DRAIN % WATER QUALITY Q (N0 57) CX/5E RK( 6
L VEGETATED DRAINAGE SWALE PER DETAIL 'f'
MIN 6' THICK •_ ' • - / 2 6' PVC (SDR -35) SOLID WALL STORM DRAIN GRAWTY PIPE
IF CWU 3 4' / ° ' 3 12 X12" HOPE CATCH BASH BY IDS' OR APPROa EQUAL
4. RIP -RAP ENERGY DISSIPATER PER SDRSD D -40, TYPE 2
SOIL subGRADE "�i�//�� ��` USE ND. 2 BACKING 12° 7HICK 0 W 12' DG FILIER
P CONCRETE DETAIL BLANKET
D 5 810- REIEN17ON BASIN PER DETAIL A'
"
NOTES NIS 6
-ALL ACCREGA)f MUST BE CL£AN/WA AND FREE If RTNES (SAND, 2T, ETC)
-EACH COURSE SHALL BE ABRA CCMtPAC7LD BTO7£ P1ACEMINT CF NEXT COVRS£ 7. 4" DIA PERFORATED PVC SUB -DRAIN PIPE AT IX WIN.
BASED CN R VALUE JESTS. -NO AIPfTlV7CX1S IN& OR FABRIC IS 70 BE USED 8 8" Pty' (SDR -35) SOLID WALL SRMM DRAIN GRAD Y PIPE
-SPECIAL APPROVAL Rf fO4 USE N HIGHLY EYPANSJYE SOL - SU90CAIN MAY BE REONRED S C000F NOTES MIRES Q
PERMEABLE PA VER PARKING SECTION -A NA77OV LADY LtiiVfli€iF ASSMA77ON (NRMCA) PD?WWS CYNLTET£ CERNZED CaMWNACTLR MUS THE PERWOUS 1 NEW -SEPTIC TANK DES�V BY OTHERS
NUftS N75 CDiVO TE. CON CTO7 IS TO PROM PROOF OF CER77RCA77ON TO THE EXINLER/NG FIELD INSPECTOR PRIOR T RT NYNTK
-ALL AGGREGATE MAST BE LLEAN/IfASfffD AND f)iEE LN FOES (SAND SILT, ETC) -� CITY �R MAY Afia E A CORE SAMPLE OF THE INSTALLED PERWO YS CONCRETE TO ENSURE 7HAT THERE I lAVllM 2. SEP77C DGHT LINE DESIGN BY OTHERS
- EACHGGREGA SHALL 111 a ANI VASIdIIPAND BEFORE PLAN; (SAAR, h1fXT COURSE l7ND T OF 10% IF A MNIMIIM VOV CONTENT OU 20Z IS NOT SA07LD, TIE A[MOVAL AND REPLACaEMENT OF 7HE PE S 3 NEW SECONDARY SEEPAGE PIT AND RGH)LIN£ DESIGN BY
-NO NP£RNOUS LINER OR RL7LR FABRIC IS TO BE USED
WILL BE REOUlRED TO SARSFACRAV OF THE LYIY ENpNffR OTHERS
-SPE w APPROVAL REQUIRED fUR USE AV �NGi rDFANSIVE SOIL - SUBwNN MAYLTf REA71Rf0
AD I DRAW
AU Br CHEO,XED BY. ENGINEERING DMSIONAPPROVALS C1TYOFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
AO KS
NT. DAIE PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR
Pueuc WORKS RECD MENDED.• AP RDYED� 630OCEANVIEWAYfJYUE
PLANWVNG NA 'S1� DATE : lI 1 �, ��^'�'`�' � ' MGNERNEY RESIDENCE
X3428
APAUM-IS127
REVIEWER S '--"" R.C.E. N0.: 44773 it 12-1 A %
SAM E)F 6130119 DATE DAIE PLANNING CASE Na 17 -016 CDP
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SECTION A -A
NOTE CONSIRUCT SEDIMENT J. ATTACH THE FILTER FABRIC TO
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f A MERE NECESSARY SE -4 FOR ADDIDONAL INFORMABON DEPENDING ON FIELD CONDITIONS ASSWARON (CASQA) STANDARD DWC NO.
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CHANGE NO. DESCRIPTION APPROVED DALE BENCHMARK AS- BU/LTAPPROVALS DRAW tftEtxcS ENGINEERING DIV/SIONAPPROVALS C/ TYOFENCI N1TAS- DEVELOPMENTSERV/CESDEPARTMENT DRAW/NGNO.
AO AO VLS
f1EVA71ON 70 TO CITY OF ENGJWTAS BNOiMARK JC 9'Li INT, DATE PLANS PREPARED UNDER SUPERWSION OF REC MME'NDfD,' AP RED.° GRADING PLAN FOR. s3A0" MAITENUE
STATION "1341ftTSi NCEN L S PO 6 19 PUBLIC $WKS NA � � DATE : I I � OMENS � MCNERNEY RESIDENCE 13428 -0
/ S'13-19 PLANNING 511.3 AN. 25&151-27
1/ z �I-�► ' R.G E, NO.: 44173
ELEVATION 176.391' DAlUM.' NA l9 88 REV>FWfR S WNCENT L SAMPO + 1f /Z l / t% !1_U- � SHEET 3 Of 3
INSPECTOR � ( NCKER OF WORK EXP. 6/30/19 DAIS DALE PLANNING CASE NO 17 -016 CDP
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