2020-14721 G-LDEV-012518-2020 (Plans)RIGHT OF WAY AUTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE EMBEERM DEPARTMENT AT
LEAST 48 HULAS PRIOR TO WAKING IN THE PUBLIC RIGHT OF WAY. FAILLRE TO 00 SO
WILL RESULT IN ISSUANCE CE A STOP WOW NOTICE AND DOUBLE PERMIT FEES. IT IS
THE FESTA61BE-ITY OF THE OWNER TO KNOW WERE HIS HER PROPERTY LIEF IS.
NO CONCENTRATED DR4RAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES.
HATER IS TO GRAIN AWAY FROM STRrRATS FOR A MINIMUM OF 5 FEET AT 2 PERCENT
AND 6E CONVEYED TO AN APPROVED DRAINAGE FACILITY.
] I � I I I CI �I/N 'W�1^I /'•: • K L' 14
•y L •I'• OI I I C r 1 tlI A /I J' I
.. I I. I•. I,m u I III ,..
/.. i1 I i •ICI II . I. •]I •�•C•..
E -]-A-x :!-, .t•' 'i6 =M' -A, is
L -N +•III d'I .II' n M 4Yl•' ^^ HII %4 •: 1I I•: I I '•Y AP. f
71SRhib OR DESTROYED SHALL BE RE-ESTABLISHED AND REPT-ACED BY A REGISTERED CIVIL
16INEER OR A LICENSED LAND SURVEYOR. I 7. THE CONTRACTOR SMALL EESIGN, CONSTRUCT AN9 MAINTAIN .,II I' 'I
9A)RINEi AND 91R.L. BE FES396MLE FOR CaNFOWING TO ALL LOCAIL. STATE AND FEDERAL
SAFEFTY AND HEALTH STAAIOAROS� LAWS AND
S.
r•,/r , � .� I•]• I I ION. Th I /•
Irl .1 I �M.I II a1 : 1aa � ll•. I . I I I�% I • I• THE CITY AT LEAST 48
I :
• I I I• I TIC• I' I 1 ] I ]]• ,II i' I a] -
I
HOURSI ADVANCE (7601633-2770.
.. ,. , r I ! a• CALLING I '.601 FM
I !!
: 1 i I• ••r•ICm •I ' I a /•a• rI 1 u l I'.
EN
v/ N NARIF 1. 11 i _ r a]: .- r,:/• NOON : I. I L: G. !ii:: A\
II'i II•I00F ,\11M9 i%PTyPII
i
ace"F
]Fig..PT r
F•qI IT ` "•rI l / x YI /M 1 i]/ iT ITaa• i• i..
go
,aIL :I C I �, •.is
Ila
FIRM
/r/
_ _ I a-r. I rI. •I. a •. .� m
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AN FILL BALL BE PLACED
IN ACCORDANCE WI7H STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND LG.ECTIOABLE
MATERIAL _ALL BE REMOVED BY THE CONTRACTOR FROM THE SUTFACE UPON POOH THE FILL IS
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SMALL BE REMOVED TO SUITABLE FIRM NATURAL
GROUM. THE EXPOSED SOILS SALL BE SCARIFIED TO A DEPTH OF 12 DOES AN THEN
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SMALL BE THE CONTRACTORS RESPONSIBILITY TO
PLACE SF/EAO WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL RE CUT AND 7RA4ED TO FINISH BRIDE TO PRODUCE 96MTH
SURFACE AND UNIFORM CROSS SECTION. THE SLOES OR EXCAVATION AND EA8AW0.ENTS SALL
BE 9M 34 PLANTED AND HI4ED AS DIRECTED BY THE OSINEER OF NOW AN LEFT IN A NEAT
AND OH0.ER-Y CONDITION. ALL STONES ROTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION
OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECONE LOOSENED BALL BE REMOVED AND DISPOSED
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACM90ANCE WITH THE GRADING
ODIRANE.
f(:�0�/:Sxy:;alV:f^:!Lt. �:I I •]• f:1 /n:■ •1 a•I s•n1 "/II a1 •IIaY
:a • ..n X I / •a •I Laa• w
••A is :: Ar I I ROOM!; c 4 ul ^m •A v l f Oar /
; I (..] r. •.:
17. THE REMOVAL OF ANY AHD ALL CITY TREES BALL BE CONSISTENT WITH THE CITYS URBAN
FOREST MANAGEMENT FFWRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -NAY, ON CITY
PROPERTY. OR WITHIN CITY EASEMENTS ARE RFiERCED TO AS CITY TREES AND SHALL BE
PROTECTED IN PLACE DURING CONSTRUCTION ULESS SPECIFICALLY APPROVED OINSWISE. AO
GRAOIAS, EXCAVATION OR DISTUSAACE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN
THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRH( OF A TREE TO TIE CITEBOST EDGE
OF THE TREE CANOPY PROECTION ON ?HE GUIM). 7 A CITY TREE IS ACT CLEARLY LABELED TO
BE REMOVE{ IT MOST BE PROTECTSO IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN
CONFLICT WITH A CITY TREE. IT MST HOT BE OISTUYED CHESS THE PLAN IS REVISED TO
ADDRESS THE TREE REMOVAL.
0. IF ANY ARHAEDOGICV, HISTORICAL, OR PALEWMGICLL RESOLRf2S ARE DMOVERTENTLY
DISCOVERED GRADING ACTIVITY. THE FROE'CT CONTRACTOR SMALL DIVERT, 01TECT OR T9PDAWILY
HALT CfR01MD-0I57LRUING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE
SIGNIFICANCE OF SUCH RESOURCES. THE RRCECT APPLICANT SALL DMEDIATELY ACTIFY
DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. RE
SIGNIFICANCE OF THE DISCOVERED RESOURCE (5) BALL BE DETERMINED BY A CUALIFIEO
ARCAEOLOGIST, HISTORIAN LR PALEOTOLOGIST IN\"CM LTATILN MPH THE DEVELOPMENT
SERVICES DEPARTMENT AM. FOR ARCHEOLOGICAL RESOURCES THE NATIVE AMERICAN COMMUNITY.
THE DEVELOPMENT SERVICES DIRECTOR MOST CONCUR WITH ENE EVALUATION PROCEDURES AND ANY
NECESSARY DATA RECOVERY SERVICES REFOE 914OIM ACTIVITIES ARE ALLOWED TO RESUME.
MDTIFICATIOS
1. THE EKISTENE AND LOCATION OF LMERGFOUD UTILITY PIPES AND STRUCTURES SHOWY
ON THEM PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO TE SEE. OF
OLR KNNLSDGE THERE ARE HD EXISTING UTILITIES EXCEPT AS SHOWN ON THESE RAN$
HOWEVER TIE CONTRACTOR IS REWIRED TO TAKE DIE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE NOW SITE. IT IS
THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING GONERS OF SAID
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION
OF UTILITIES AND NOTIFICATION OF COIENCEIENT RE WORK
A. SEN37S - CSD - (760)-633-2770
B. GAS 8 ELECTRIC - SOGE - (760)-43B-6c'CO
C. WATER - SAN DIEQUITO WATER DISTRICT- (760)S32-4209
D. TELS40E - SBC BELL - 1750)-489-3411
E. CABLE TV - COX COMMUNICATIONS-(%60)-BO5-9009 X-2233
2. CONTRACTOR 914LL NOTIFY THE CITY ENGINEERS OFFICE 40 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PRDECT. PFKNE (750)-E33-2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INFECTION. R Oe
(7SO1533-2770. ALL WOW PERFORMS) WITHOUT BENEFIT OF INSPECTION WILL BE SUB,ECT
TO RE.ECTION AND REMOVAL.
BVISMN LYMDRO,
1. IN CASE EMSWCY WOO'( IS REQUIRED CONTACT PETER FOTHERAISAM AT
(310) 8E6-2130, 24 HORS A DAY.
2. EOUIPAENT AN WORKERS FOR EMERGENCY WOK SHALL BE M40E AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIl 15). ALL AOSS4Y MATERIALS
944LL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL AEASAES WEN R4IN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NIT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING ISCECTOR.
4. THE CONTRACTOR SALL FESTORE ALL EROSION CONTROL DEVICES TO FORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RRV-OFF PRODUCING RAINFALL.
S. DE CONTRACTOR 914LL INSTALL ADDITIONAL EROSION CONTROL NEASlE9 AS MAY BE
REGUIRFD BY THE CITY ENGINEER OE TO AN INCOMPLETE GRAOAG AERATION OR
LMFDESEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR BALL CE RESPONSIBLE AND BALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE LMSAFE OR ARE P07INTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWING PLAN SHALL
BE INCORPORATED HEREON.
B. GR40 0 AREAS AROUND THE PRO,.ECT PERIMETER MOST GAIN AWAY FROM THE FACE OF
SOLE AT THE CMOLUSIM ON EACH MONK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN BALL BE IN PLACE AT THE END R EACH
WOYCNG DAY WHEN THE FIVE N DAY RAIN PROBABILITY FORECAST EXCISES FORTY
PERCENT PRO. SILT AN OTHER DEBRIS SHALL RE REMOVED AFTER EACH RAINFALL.
STC9MBATER POLLUFMV CONTROL POST C06TF CTIIN 9MP/TIP MOTES
1. FOR STORK HATER POLLUTION CONTROL PURPOSES ALL RNCFF FROM ALL BPERVIOUS
SURFACES INCLUDING ROOF DRAINS BALL DISCHARGE ONTO GRASS AID LANDSCAPE AREAS
PRIDE TO COLLECTION AA® DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STOMP
GAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STOW WATER POLLUTION CONTROL
SALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE BALL GAIN TO APPROVED BMP/IMP
FACILITIES ANDIM TO TURF OR LANDSCAPED AREAS WITH ALIEQATE C-FOUDCOVER PRIOR
TO D15GARE FROM THE SITE. ALL IMPERVIOUS AREAS MST SLOPE TOWARD THE
APPROVED BP/IMP FACILITY AND/OR THE TUiR/LAMSCAFEO AREAS.
41 NO DRAINS SHALLL BE INSTALLED IN MR)SCAFE DRIVEWAYS OR ANY OTHER IMPERVIOS
AREA UNLESS THE FLOW FROM THE GAIN DISCHARGES TO AN ACEWATE DFISMP.
B. DRIVEWAYS 944LL HAVE A MINIMFM 2% AYES SLOPE TOWARD THE INC/BP AREA OR
HAVE ANTHER APPROVED OAIN4OE SYSTEM THAT IS DESIGNED TO COLLECT ROOF AND
DISCHARGE IT TO AN ADEQUATE IP/EMP.
6. ALL STCRMW'ATER IMP/BHP FACILITIES SHOWN HERON BALL MDT BE MODIFIED OR
ALTERED WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOS SURFACES NOT SHOWN ON THIS RAN
MAY REQUIE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
OBTAINED.
FAmvmW0B1/.= . Ala
OV-SITE COASTRICTILW MATERIAL STORAff
S RA S LSE CMTAIED IN A SECURE RACE TO PREVENT SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PAORCTS WERE THEY WILL STAY DRY OUT OF THE
RAIN. CONTRACTOR SALL PROVIDE SECONDARY CCNTADMPNT FOR ALL FLEL STORED ON -SITE.
ELIMINATE OR REDUCE POLLUTION OF STOMNATEDR FROM STOCKPILES KEPT ON -SITE. STOCKPILES
RAY ICLL17E SOIL, PARING MATERIALS ASPHALT CONCRETE AGGREGATE BASE ETC. STOCKPILES
SALL BE LOCATED AWAY FROM CONCENTRATED ST07AWATER FLOWS AND STOW D74IN DUETS.
STOYPILES SHALL CE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND
PROVIDED WITH A TEMPORARY SEDMOVT BNRIETR AROUND THE PERIMETER AT ALL TIMES.
TRAINING
EUMCTOS' EMPLOYEES WD PER'OM CONSTRUCTION IN THE CITY OF ENCINITAS SMALL BE
TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STAR HATER POLLUTION CONTROL
TEDUDEMENTS. THESE BP NOTES SMALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNERISO AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMATER REO)IREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
RESPONSIBLE FOR PRO°ER-Y DISPOSING OF ALL WASTE AND CURSED
CONSTRUCTION MATERIALS. OARING 9= UNUSED OR WASTE PRODUCTS ON THE SWAIR, WERE
WATER CAN CARRY REM INTO THE CONVEYANCE SYSTEM IS STRICTLY FRONIBIIED.
AV SEEPAGE FROM ANY DUPSTEA SHALL BE DISCHARGED INTO STOBMATER. BER45/ODES SHALL
BE PLACID AROUND ALL OkP'TERS TO DIVERT THE NATURAL STORM RNOF. OUPSITES SHALL
BE DECKED FTEOANTLY FOR LEAKS. DUPSTEF LIDS SHALL REMAIN CLOSED AT ALL TIMES.
DUPSTSRS WITHOUT LIDS SMALL BE PLACID WITHIN STRUCTURES WITH IMPERVIOUS ROI OR
COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TR45H MATERIAL.
MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE FLUIDS
BROKEN ASPHALT AND COUHETE, WCUDE AND CLEARED VEGETATION CAN BE RECYCLED.
NON-RECYC ABLE MATERIALS MET BE TAKEN TO AN APPROPRIATE LANDFILL OR DISROSEO OF AS
HAZARDOUS WASTE. FOR IFOMATION ON DISPOSAL OF HAZARDOUS MATERIAL CALL THE HAZARDOUS
WASTE HOTLINE TOLL FIFE AT (BOA 714-1195. FOR IAF0M4TION ON LANDFILLS AN TO ORDER
OMPSTERS CALL EDCO AT (760) 436-4151.
POLLUTANTS SMALL BE KEPT OFF EXPOSED SLAFACES. PLACE TRASH CAMS AND RECYCLING
RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING GOER AN DECKED FRECIEWRY FOR LEAKS.
CONTRACTOR SMALL PROVIDE SECONDARY CONTAA,AEMT AN LOCATE PORTABLE TOILETS AWAY
FROM STORNMIN IN.ETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND STOMOiAIN.
CONTRACTOR MUST ROUTINELY CHECK AND CLEAN LP MATERIAL THAT MAY HAVE TR4VELED AWAY
FROM CONSTRUCTION SITE
FOR MIRE INFAMATION ON STONMATER POLLUTION CONTROL NEASUES AND REQUIREMENTS
PLEASE CONTACT THE ENGIEEICUM DEPARTMENT. CITY OR ENCINITAS AT (ISO) 633-2770.
NITER
1. THE MAINTBNAN'E OF ALL PROPOSED BPS WILL BE THE RESPONSIBILITY OF THE OWfTS. THIS
WILL DUILLCE ANY PCST-CIX TNUCTION BN AS WELL AS ANY CONSTRUCTION BP THAT IS
CETOWD ED TO NEED TO REMAIN PERMANENTLY OR FOR A SPECIFIED PERIOD OF TIME AFTER THE
CGHPLETION OF ALL CONSTRCTION OPERATIONS.
2. THE OWEA WILL BE PRESENTED WITH INFOMATION ON SOURCE CONTROL MEASURES SUCH AS THE
PROPER MEANS OF 015FWBCS OF POLLUTANTS DIRECTING WAS WATER INTO LANDSCAPING AREAS
RATHER THAN INTO THE STREET GUTTER OR STORM GAIN MINIMIZING THE USE OF HA'LESIOLD
CLEANER' AND OTHER PRODUCTS WEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO
STOW WATER AND SPILL CLEAN LP TECHNIQUES.
3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REWIRED TO BE STOOK -PILED, THE
STOCKPILES WALL B: LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN DYER TO RETXM THE
POTENTIAL FOR STOW NATO? TO COE IN CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS
ROW. IN ADDITION TO THE LOCATION OF THE STOCKPILES WIEN THE STOCKPILES HILL REMAIN IN
PLACE FAR THE COHSE OF MORE THAN 1 DAY, THEN THE STOCKPILE HILL BE ADEQUATELY COVERED
SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED
MATERIAL.
4. THE PROPOSED IRRIGATION SYSTEN HILL HAVE AN AUTOMATED RAIN SHUTOFF DEVICE WHICH WILL
DISCONTINUE IRRI(x4TILN IN THE EVENT OF RAIN AN IF THE SOIL IS SUFFICIENTLY SATURATED.
5. THE PFURSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE
THAT OVER WATERING" IS MINIMIZER BROKEN ON MALFUNCTIONING SPRINKLER HEADS WILL BE
REPLACED AS NEEDED, AND IN THE EVENT THAT ANY IPIGATILIN PIPING DEVELOPS CRACKS LEAKS
OR GREAKS REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM WILL EITHER BE SHOT -
DOWN ENTIRELY OR THE PROBLEM AREA WILL BE MATEO AND TAKEN OFFLINE IF POSSIBLE UNTIL
THE PROBLEM IS CORRECTED.
B. FOUR STOW WATER POLLUTION CONTROL Ri 705ES ALL R.h41FF FROM ALL ROOF DRAINS SHALL
DISCHARGE ONTO GRASS AN LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE
STREET AND/OR INTO THE PUBLIC STOW GAIN SYSTEM. BRASS AND LANDSCAPE AREAS DESMOTEI
FOR STERN WATER POLLUTION COMA BALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
EMER�THE ENCLOSURE..
THE &MOSLME S14LL REO LNABLE AND LOCKED WHEN NOT IN 7. ORDER TO OBTAIN A COSMACTION REMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 4B
USE. A KERN SHALL BE INSTALLED AT ALL DPENIM TO HOLD IN ANY LIQUIDS THAT - ROTS PRIOR TO WORKING IN THE PUB -IC RIMT OF MAY. FAILLRE TO DO SO WALL RESULT IN AN
ESCAPE FROM THE OUPSTER AND TO PREVENT ANY FLOW OF STOW WATER 749QA_H THE ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RE5PONSIBLIBITY OF
TRASH ENC7-Q"KUE AREA. THE BETA CAN BE CONSTRUCTED MICE AND FLAT TO ALLOW THE OWNER TO KNOW WERE THE LOCATION OF THE PROPERTY LINE IS.
POLLING OF THE OU.MP5TEWR IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR 8. ALL UTILITIES SHAVING THIS SITE SALL BE INSTALLED CDERRGUMD.
MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ CEASE
SEPARATOR AND IS THEN FILTERED THROUGH A CITY-APPOVEO HYDROCARBON FILTER AND 9. NO CONCENTRATED DRAINAGE ROWS ARE PERMITTED OVER AD AGENT PROPERTY LINES. WATER IS
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM NOT TO PLANTERS OR THE STOMP TO GRAIN AWAY FROM STRUCTURES FOR A MIND" OF 5 FEET AT 2 PERCENT AN BE CONVEYED TO
DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. AN APPROVE) DRAINAGE FACILITY.
STMINAITER POLLUTION CGIRRI BIP NOTES RELATIVE TO f%%NSRYUCTIOM ACTIVITIES 10. EROSION CONTOL MEASURES E.G. BODED FIBER MATRIX, VEGETATIVE COVER ,RITE MATING) MST
BE 941.64NTEO IBERE APPLICABLE TO PREVENT SOD. EROSION ON SITE. SEDIMENT CONTROL
CONCRETE MA9OUT I£ASXES E.G. SILT FENCING FIBER ROLLS GRAVEL GAS) NEST BE IN PLACE TO PREVENT EROOED
MMUM-9WE-ESTABLISH AMID USE AN ADEQUATELY STIED LUYCfETE WASIMT AREA TO SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT SAP MOST ALSO BE FOLLOWED TO ENSARE NO
CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO HASH CONCRETE SLURRY MORTAR STUCCO CONTACT OF RAINWATER KITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION
PLASTER AND THE LIKE INTO THE STLV7MATER CONVEYANCE SYSTEM O7 ANY RECEIVING WATER. DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT ARAS COVERED STORAGE AREAS FOR HAZARDOUS
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. MATERIALS PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE)
/YYACTTMXT!/AV RITE Al.KP.RH 1f. NO DIRECTLY CORECTED IMPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. OCIA MEANS STOMP
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHIO.ES EGRESS AND RAOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SON AS RN)F. ROOF GAIN DRIVEWAY,
INOESS TO PREVENT TRACKING GIRT OFF SITE. THIS SHALL INLLOE USING MATERIAL SUCH AND STREET. GP MEASUES SALL BE IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES
AS 3• CRUSHED HOC( AND/OR CORRUGATED STEEL PANELS/RATES. ARE DESIGNATED TURF AREAS WIN RECEIVE ROOF DRAINS AND RMMFF FROM IPDNIQIS AREAS.
TURF AND LANDSCAPED ARAS THAT ARE DESIOED FOR BOPS BALL BE DELINEATED ON PLANS AND
CONSTRUCTION VEHICLES A NOTE PLACED ON RAMS PROHIBITING MODIFICATION OR REMOVAL OF THE SNP LAMSCAHE AREAS
A SPECIFIC AREA AWAY FROM GUTTERS ANON STORM MAIN SHALL BE DESIGNATED FOR WITHOUT A CITY REMIT.
CONSTRUCTION VEHICLES PARKING VEHICLE REFUELING AND ROUTINE EQUIPMENT RAINTENMCE. 12. ALL CONSTRUCTION TRAILERS STALL BE REMOVED OFF -SITE PRIOR TO COMPLETION OF
ALL MAJOR RPA96 914U BE MALE OFF -SITE. CONSTRUCTION ACTIVITIES TO THE SATISFACTION OF THE CITY.
EROSION CONTROL
EROSION CONTROL MST BE PROVIDED FOB ALL EROSIVE SURFACES. S-UOICED SURFACES ESPECIALLY NOTE IV C9WHACMOt
SHALL BE PROTECTED AGAINST EROSION BY lM7ALLINLR EROSION RESISTANT SURFACES SUCH AS UTILITIES ARE KNOWN TO EXIST IN THE AREA. IN"WDRMA7713M SOWN FEREM IS PER BEST
EROSION CONTROL MATS ADEQMTE GOOD COVER VEGETATION, AND BODED FIBER MATRIX. AVAILABLE RECORD INFORIMTIOV. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING
UTILITIES LMADW. CONTRACTOR TO FIELD VERIFY LOI OF EXISTING UTILITIES PRIOR TO
NO IXCAVATION AND GAGING ACTIVITIES ARE ALLOWED DRING NET WEATHER. ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR SMALL NOTIFY ENGINEER OF HIM OF ANY
DISOEPANIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF
DIVERSION DIKES SMALL BE CONSTHLCTED TO CAMEL RUNOFF AROUND THE CONSTRUCTION SITE. DISCREPANCY.
CONTRACTOR SHALL PROTECT CAMELS AGAINST OM51ON USING PERMANENT AND 704VPARY
EROSION CONTROL MEASURES.
-] / a /. /..a :v a r -r ••,
u / a/ / In ' r �.. / / -r :/ a //•
PLANT
PERMANEENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION
A,.: it
I. 2 I II_ I'C A. Him
I 'u ••f•r IA r
I: I •I ` m I
I• r r ••I•TI II Pai` TIC
v v ••I ^ f rm •:•r r. I
mlip,
`rl119
a.v / r• I• rm I.ai
IN
LSEND
PROPERTY
NEIGIfICIFUNG
PROPOSED CONTOUIS
EXISTING CONTOURS
EXISTING S,
PROPOSED LIMIT OF GhAOING
EXISTING EDGE OF FAV5ENT
r I
EXISTING r MAIN
EXISTING r MAIN
EXISTING I
DUSTING
DRAINAGE DDECTION
PROPOSED BUILDING
PROPOSED 6m PVC PIPE
FROI 40 CLEANOUT
1 •r r;,, a 11a
^a• c f
we 411 .1i::.
MASONRY RETAINING WALL PER RAN
QVIER
PETER FOTHERINHAM
1156 WALES PLACE
CARDIFF BY THE SEA CA 92007
SITE AWA SS
1131 WOTAN DRIVE
ARM[ 259-261-37
-LEGAL LESRIII+TION
PARCEL 2 OF PARCEL MAP MO. 1IH22 IN THE CITY OF ENCINITAS,
COUNTY OF SAN OEM STATE OF CALIFORNIA. ACCORDING TO 94P
THEREOF, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN
DIED COUNTY, NOVEMBFR 25 1981.
RIFE I l AREA PRIOR TO C36TRLCTMM I`
IIMICERVIGUS AREA AFTERI 1. •II `
MR154SEF IN IMPERVIOUS AREA. wwv
EARTHI C DATA
STEEPEST EXISTING NATURAL SLOPE Q ITN = WA
AMAXIMUMM VERTICAL DEPTH OF CUT = 4.7'
MAXIMUM VERTICAL DEPTH OF FILL
CUT = 750 IT Y FIL1 = 350 C.Y.
EXPORT = 400 C.Y.
REMEDIAL may.
n
OMER9 f3ITPMATE NOT TO SCALE
I (WEE HERBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
BEEN OR WILL BE RETAIIED TO SUPERVISE OVER ALL GRADING ACTIVITY AN
ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
I (WE) HEREBY AGREE TO INMINIFY. DEFEND AND HOLD CITY AND CITYS
Q
SIGAEuE: G�AA� DATE: II/4/2C
FESTER FOINRINGHAM
1156 MALES PLACE
CARDIFF BY THE SEA CA 92007
CALIFORNIAT REST
LLY WING MI ESS ]� FIELD OF APPLIED SOD.
CIVIL ENGBAEEER IN THE STATE OF
MECHANIC$ HEREBY CERTIFY THAT A SAMPLING AN STUDY OF TNE SOIL CONDITIONS
FREVALENT WITHIN THIS SITE HAS MADE BY ME OR DOER MY DIRECTION
ON__512020 AND FOR AN UPDATE ON __�__. ONE C7PLETE COPY OF
THE SOILS REPORT COMPILED FTHIS STLOY, WITH NY RECOMPENITIOLLS, HAS BEEN
SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURREAMOTE, I HAVE REVIEWED
THESE LADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE
SOILS REPORT FOR THIS ROECT HAVE BEEN INCICIRD ED IN THE
GRADING BANS AND SPECIFICATIONS.
6914La/�t�\g1���
r.�Ift
QpOFE5510�
SIGNATLFE //�'� N/"✓- DATE Il/4/2o c�a HA 4
BRIAR NIDAEL ARYO'_INC y v� a
PASCO CARET SUITER G ASSOCIATES N0. 7165E
535 N. HIGHWAY 101 Exp. f2/3f/21
SOANA BEACD CA 92075
FACE EXPIRES: 12-31-21 `%� CMS/�
O & ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 859.259.8212 1 fa 858.259.4812 1 plaaengineering.eom
BMP PROJECT STATUS
STANDARD
I PUBLIC WORKS I PLANNING DIVISION I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT I
II?D.U=�
ST&Aj DATE
"k
11125/2020
12-2-20
OA TE
C-� :LV25/2020
I CHANGE NO.I DESCRIPTION I APPfl9Vk0 I DATE I BENCHMARK _ I AS -BUILT APPROVALS L UtsWU BY: I UHAWN CY: I CHECKED BY: _A ENGINEERING DIVISION APPROVALS I CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT I DRAWING NO.
v
e-es-eI
IDESCRIPTION PT. NO. 1030 - EAC-30
LDDAT%D CENTER OF DE -SAC Aix
REST PARK DRIVE
RECORD FR(Bf ROS 18416
ELEVATION 382479 DATLNt nAVm2
PUBLIC Waxs
INT.
DATE
F'LANJ F'HLHAHtU UNULH SUPtHV1bYUN UN-
/� DATE 1114120
F MI ,
LNG-- R.CE. NO.: 716.51
BRIAR MIO{4EL ARDOLINO FxP: 12-31-21
PECOMM APPROVED:
Edward.). >rnlmwI
STEV OHAK EDWARD J. WIMMER
CITY ENGINEER
DATE �a. �. aF, GATE 12-2-20
GHAUING PLAN FUR
1131 WOTAN DRIVE
FOTHERINGHAM RESIDENCE
APN: 259 261 37
R-AMyVIN) CASE N0 CUR-003451-2019
147r��-�
BRIAN M. AR00LINO DATE
PLANNING
I
REVIENEA
SENIOR ENGINEER GATE
INSPECTOR
SHEET 1 OF 3
RE-5 I r : ymf
FIE DEPT. MOTET BAN DIEWZTO NATO DISTRICT NOTES
1. ALL FIRE APPARATUS ACCESS SMALL HAVE AN UNOBSTRUCTED VERTICAL 1. WATER MAD& LATERALS AND AFPURTBAPCES SALL BE COSTAW70
CLEAREN'E OF NOT LESS THAN 13 FEET 6 INCHES, CRC 5032.1 ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CONENT WATER
2. FIRE ACCESS LOADS
OS SHALL S DESIGNED AM MAINTAINED TO 9PPWT
AGENCIES' STANDARDS C'O.WITTEE (WASC).
THE IMPOSED M1 LOA05 OF NOT LESS THAN 75000 POURS AND SHALL HE 2. REVIEW OF THIS PLAN BY SAN O THE ACCURACY WATER OF. THET OCAS WT
PRODRIVING WITH LI APPROVED PAVED SLWA0323 TO PROVIDE ALL-hEA7HER OF. OR TTE XISTEN E OR N A- TO THE FF,ANUF, RG LOCATION
DRIVING CAPABILITIES. AAENLNENT 50323 ON W THE EXISTENCE OR AqV{XISTENE Or ANY UNDERGROUND
3. THE GRADRWT FOR A FIRE APPR41W ROADWAY: THIS GRADE SHALL ACT UTILITY, PIPE LID STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
EXCEED XIL GRADES EXCEEDING 15% (INCLINE OR OECLI EI ON FIRE 3. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIOI IE-
APPARATUS ACCESS ROADS 3IALL NTT BE PERMITTED WITHOUT MITIGATION. LINE CRO5SIMc LDE PARALLELING OR PROPOSED CONNECTION SHALL BE
MINIMAL MITIGATION SHALL DE A SURFACE OF PORTLAN7 CEAENT LOACRETE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY GRASSING
(FCC) WITH A DEEP BROOM FDJL94 PERPENDICULAR TO TIE ENTIRE DIRECTION WITHDA 10 FEET OF PROPOSED WATER MADE 914LL BE SiOHN ON
OF TRAVEL L19 EQUIVALENT. TO FM2NNGE TRALiILT' THE FMB€ LENGTH 94M UNLESS
RAMS. RrTTE 77GA1 AND EWER TO N REMISSION BY SAN DIES UDER WATER
TH THE
PROJECT
R GRACE. A. CONTR0 GRADE AN ANY STDODE FACILITY (FIDEffEYOBA�UITO R
AFTERS VALVES VALVE BOXES G WA ARNICA IS AFFECTED BY IANT,
4. PRIOR TO DELIVERY OF CO&L5T031.E BUILDING L175TlUDTION MATERIALS TO DPOECTT ALL AFFECTED WATER FACILITIES MUST NEST GAiIENT MATEA S EDI B' 5ElEA MAD/ p' PUBLIC SENEAI
4. RiO TO SIRE ALL OF THE STIFLEFOLLOWBUILDING
CONDITIONS CMS SHILL DE MATERICO%FLEALS
-- T -- -1
TO THE SATISFACTION OF THE FIRE OEPARTAENIT.'
a. ALL WET AND DRY UTILITIES SHALL DE INSTALLED DEAD APPROVED BY THE p5. 12Bfe-i PARSEC 1
AFPiOiDL11E 1AEAECTIN3 DEPARTMENT ON DECENCY,' AGENCIES STANDARDS C9WITTEE (WASC) STANDARDS. IF FACILITIES DO S g S EA T PER \ Q
NOT MEET STANDARDS THEN THEY SHALL BE UPGRADED TO CIMRENT Sj G S PPAf2i FU 6p II 2 U-
b. AS A MIND" TIE FIRST LIFT OF ASPHALT PAVING 91ALL BE IN PLACE STANDARDS AT THE ONJERS EXPENSE. ` \ 7-2016 TN 392.0 S S S \.
TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES G �I _ _ IX 4' SD47{ CAPORAL BW 3 TW 394 7 M 396 0 1 O.MDTRLCT C4 PET rW 398 C S -
C. ALL FIRE HYDRANTS SHALL BE INSTALLER IN SERVICE AND ACCEPTED BY �LLELING WTILITIES ATER SERVICES. MAINTAIN IIAIM 5-FOOT SEPARATION IAEN 8 r / 3G3.1 w 6` MET! `.D'� B \
LIMIT O D
fcJn���� NIPS 397.0 3wi960
THE FETE DEPARTMENT DEAD APPLICABLE WADER DISTRICT. z •+J✓o'v,JS '� - _ BWEFG 3SXBA (iYPICNJ 394.0 \
6. MINI" H097 AND
SA SEPARATION OF ]0-FEET IEWDED DEihEIIM FS 3B T _ _ _ \ - - - - - Bh'�G 395.0 BIRPG 395.5
RID° Dylp/ MDT@ FIFE HYDRANTS AND SAN DIEW GAS AND ELECTRIC VAULTS.
FOR STOW WATER POLLUTION CONTROL PURPOSES, ALL 914OFF / 1,3
FROM ALL DRAINS SHALL OIBDYARE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF ORIVEWAYS AND -
COLLECTION AND DISCHARGE ONTO THE STREET AN0/0R INTO THE PUBLIC STOW ALL OIHER TRAVELED WAYS. WATER AFTERS MOST BE IN FRONT OF THE '.,�,
DWIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STOW WATER PARCEL THEY ARE SERVING. L 1 V 7 75 p 1 . I \ \ 76 4W.6
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM TIE CITY. g II I o _
B. LED' BRAS STATE LAX A.STHE BILL TMN O3 IS REQUIRING THAT I ❑ IE 3919 I TWt-FG 30 •� \ II I IE 399.6
AD -LEAD BRASS BE USED DH THE CONSTRDTDW OR REPAIR OF ALL
OANIAD MiE POTABLE WATER SYSTEM EFFECTIVE JANUARY 4 MID IN COMPLIANCE g n I BhlFG .325 \ II
ALL THE NOW PROPOSED ON THIS PAN IS ENTIRELY WITHIN THE WITH THIS LAM TIE DISTRICT SHALL REWIRE ALL MATERIALS TO BE Z II
APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS NO -LEAD MASS PARTS.
ANTICIPATED AS A /EALT OF ANY PROPOSED WORK W AT THE DISCRETION OF I I w I m G
THE CITY FIELD INFECTOR. A WRITTEN LETTER OF PERMISSBION FROM THE 9. ALL COPPER TUBING USED FOR AIR RELEASES SLOW OFFS AND '1 ❑ m I� ❑_;°' DRI EWAY II' - i TG 3399.9
ADJACENT PRPRTY OWNER MOST BE OBTAINED AND SURMITTEO TO THE CITY PRIOR SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN S 5% ,+ e% _ % 9% 1 I I
TO START OF ANY SLGH WOW( ANY DISTURBANCE ON THE ADJACENT PRIVATE ACCODAACE WITH W-17 OR MC-18. FB 39'i5 8% B �_ 2X 7G 392.8 7G 392 B
PROPERTY THAT HAS NOT BEEN PREVIOLGLY AUTHORIZED IN NRITINO AND F 387. _ _ _ _ _ E 391 g.,. I �% ?% 4% .
IE 39f ] - H
PROJECSUBMITT L TO THE CITY IS GRPERMS FORPERMISSION
A STOP -WORK TO BE ISSUED FOR THE F �i% - -- - -_-- FG 393.3 -- - � -_ P5 39361 I •.
Ts OP9B -� FS �42 a.5 6ARAGE
PROJECT WTIL RE REWIRED PDWISSION IS OBTAINED. � � '.� - - FF 396.0
f EX TREE ma B
9B 991.3 'off 3913 FG 3433 FG 30-3
CITY APPROVED PAVER W/ MIN. a gg � PW THE STELA WALL � JE 38-101/SE 3gp3 I FS 393.9 � �g ' P PIPE TG 392.8 _� 'V
3/80 V010 BY DOO AWABRIC I PEYI AR}/ - ALE
VOID FILLER m - f/8' TO BAGS OR CITY APPROVED EWN $$^ 7 - ,p F9A.3rreB II PF 392.51 ( IE 39iS PERVIOUS P VER
NO AGG?EGAIE IN YOIDS 2' ^f \ N DRIVEWA
Z ;..' 1\ ftLG WALL PAD I.� ---\ \ i \ uZ BLDG ALL &WING CEASE - 2' THICK O ww RETAINING ,0
6" X 16' P.'C FLOGH UB' TO 3/8" CHUB/ AGGREGATE $ N\ \\ 1 --- \\ .. 'r•5 � AMEN
LIAi3 OR DIIPm .:ECCIf7SE - 4` THUD: OP IX TfF� FS 3&b3 FS 392q FG '393-8 I `\FS 393.6G-1 DEB=rr
AGS TO 1/2' INO51) Od6'ED ROOC zb1 0 6293 PW V I \ FG 3933 FG3B33J
MIN 6' TRICK O 3/44 /a \ $ IS 399. \ TO 392g IFS 3939 FG 3G93 - JH
CRASHED ROCK - REFER TO 1 I 2% FS 3Si9 \ FG 395.5
MAN l4CIDER5 SECS. 7 I L ff DEBB �• \ ff \ � FO .8 A -`� FG 0
FOR THI XAM FOR IX�IE�! I iR � O FB-�• 11 - �.1 VA 1�1 _ _ 11
LOAF APPARATUS lµCA r � I \ \\ PGG .PATIO lETAINTAD
LOADING - ff APPLICABLE RDTEO'f M r� I iSk I \\ T61.'.�g
SOIL SU36RALl I a9 i o FD .g VA I RODE MMgqLLL FS M3
NOTES L?7VIE7C i `� IE 398.0 \ l IE 391.7 PER AROH '`.
- ALL AGGREGATE NOT S (7.fAN/WAS/EO AND FREE O FOES (SAND SILT. ETCJ \ y F6 3933
- THE PAYERS SHALL ACT BE SEALED OIXE THE VOID FILLER HAS BEEN ADDED TREE I 3 4 il• 1
- EACH COURSE SHALL BE VIEN IY COMPACTED BEFORE PLALF�VT OF NEXT COME a FG 339g `r I. `� P¢ DEAODt G
- NO DPERVIOLS LINER OR FILTER FABRIC IS TO BE USED �- COBBLEDaTaRIVE
- SPECIAL APPROVAL REWIRED FOP LEE IN HIGHLY EXPANSIVE SOIL - SUSORA N MAY BE REWIRED EX WAEp . ` COBBLE RIP Po1P 6` PVC PYRE -I ROP IDENGE
CONSTRUCTION NOTE MAIN I I '.0.'. I RtPICAUV I 4%. \ FF 34T4.o TO 3-02.7 TG 39z
- PAVERS TO BE COVERED AND PROTECTED DARING COZOILCTION I � 25' FI'S f - I ART1#101AL PAD .Ja3.3 IE 3917' '' 1 /!E 391 \
TRIP POOL I TURFIILA/NN 3935 \ 11 \
PERVIOUS PAVER DETAIL FM TREE ® R ` !NL 343.E I FS 3393.6 CELFG M3.3 5% TG iA.7 \\II
NOT TO SCALE a I28• IS 399ff.iB49 .µ. GRIP GRROF� BIFG 38,10 1 1 ii TG 3YB F 3 F5 .�3.8 JN PA GE� MAF111822 IFS 3333 ff Ig I \ 25' YSB
(PPP AREA = 255 SFI', IF 39f5
12' OVERFLOW STANDPIPE NATIVE NON-DNASIVE SHIP. \ Be 393.1 I \ \\
DROUGHT TOLERANT / - I ' 4• 1 II A A \
MET N/ ATHIW GRATE PLANTS 18" O.C. (»P) I 367 It'll / � I II \ \ jy\'\
2` HARDWOOD MULCH/ Y ESN - l' IE 395.E 2% 1 1--2g, 6- PVC PIFE-{ \
Gq4SS COVER
cny PER
APPROVED EQUIVALENT 87 1ND `I 1 1 FCC WADER CELTO9ATIYEG 1 1� \ \ \\\ CT �I� \\ \\\5
1B' MMIN.M� 16• B` NICE 12- HT PUT I �. / / .1�` COBBLE RIP RAP I FG 3333 \V I V FG 39.332 \
CURB HEADWALL 1' / FG 3�g ,' ff 38B.0 �- II FS 3 1 \ \
F6 3
IN PVC PDPE ff I ff 384.E 1 = I c I . FG .iA?3 V A FG 3933 I�
it -INSTALL RIP
DECORATIVE 6' FCC iE G I h FS .i89B 3905 TO B FG 3 1 UFO 303 TG .i92g
1 LYURBLE RIP RAP 1B` X 1B- TIME ��� I n TG B _� IE 3913 i TG 5
a r• CHIER m .1 _ �_-=-_ IE .3N.� -7G3 g ���
ff VI.1 _ _ �� ff 391
,. L- 180 ENGINEERED SOIL
r W SEE NOTE BELOW �� !'
,? 2' OF 3/8"GRAVEL �OP 1 t��� 1 ti����\ -...._
�� 1 ���L�� �r
�.
"�Df` M f95.99' / 6' MET L
IN �" -o
179H
I
a
0
$
II
\ Q
I
186.01E 14O (TYPICAL)
IMIT OF D6 I
N E L(TYPICAU
-- I / LOT 5 BLOGK H - UPos D" CaIbT %Z C►W
6' PVC PIPE 16" OF 3/4" GRAVEL m I <,. I -} 3 RBT. LL \ _
PALQMARE5 HEIGH 5i J +'X SEE NOTE BELOW \ FS2S�
4` PVC PERF. sUBDRAIN �� \ 1 MA 136
POOL WALLS W/ DEEPENEO V /� ..
PORTING BY OTHERS
GAP/,DAD FII1ER+` 7.75' 5` NM OAP cIIIIN
395
K SIDETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18` REP CONCRETE PA
SANDY LOAM" SOIL MIX WITH NO MOPE THAN 5% CLAY CONTENT. THE MIX 3' MIN. SLGCRI7N LARGER
N
SMALL CONTAIN 65% SAND, 20-30% COMPOST OR HARDWOOD MULCH AND
2C1-301f TOPSOIL. FREE OF SIMS, STUMPS ROOTS OR SIMILAR OBJECTS MEgE PAVERS EX® 5X WOOF GRAPHIC SCALE 1"=
AID ALSO FREE OF NOXIOUS WEEDS.
WALLS TO DE INSTALLED
m 3/4` OLFGYEO ROCK LAYER SHALL BE A MINIMM OF 12` BUT MAY BE Ems' 30' HORIZONTAL ENCa4CffENT94INTBa"ZE AM GRADING PLAN 0 10 20
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE FOOVAL AfJEE?EM FECOXED
DETAIL HMAP/,.UBVT SETMEEN PAVERS 914LL BE A MINE" OF 51 �, 20. MM OF OOO -#EAR SCALE. 1'4 = 10 J
THE EFFECTIVE AFEA O' THE BASH' SHALL BE LEVEL AND SHALL BE SI2E0 OF TIE PAVER ODEASIOIV. A JOINT SALL BE INSTALLED ^
BASED ON CALCULATION. TYPICALLY, THE SLWFACE AREA OF THE AT TIE OUTER BOUNDARY O THE PAVER. ALL JOINTS TO TOTAL DISTURBED AREA = IS495 SF
BIDETENTION BASIN IS 63% OF THE IMPERVIOUS ANEA DRAMIMi TO 1T. BE FILLED WITH 318' OR LARGER OU ED HOCK OR GRAVEL. e LLL�j7j e �C u U u �C
ALL BIORETENTILN PLANTERS TO BE DE)PESSEO AT LEAST 10' BELOW ROTE SEE CUT{FF NALL G STABILIZATION FABRIC PER
ADJAC174T FINISHED SURFACE GEOTEDMCAL ENGINEER REra4EADATIrx3 0 & ASSOCIATES
BIOFILTRATION BASIN CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
CUSTOM PCC PAVER DETAIL 535 North Highway 101, Ste A, Solana Beach, CA 92075
SCALE: In = 2' NOT TO SCALE ph 858.259.6212 1 & 358.259.4912 1 plssenglneecmg.com
CHANGE AD. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
_ 2-23-21 DESCRIPTIOM PT. NO. 1030 - EAC-30 PARKS G REC PLANS PREPARED UNDER SUPERVISION OF RTEcoMn APPROVED" GRADING PLAN FOR
LOCATION (ENTER OF CIY-0E-S4C OAK PUBLIC NARKS EdwardJ. Wtmmer
REST PIP( DRIVE BRIAN A ATOOLDID DATE DATE II/4/20 1131 RI WOTAN ERNE 14721-G
-- PLACE- / 11 , s NOWAK EDWARD J. WIAtl.ER FOTHERINGHAM RESIDENCE
-- FECOAO FFOk% ROS SB416 REVIELEFi �• lNK/ R.C.E. NO.: 71651 CITY ENGINEER APN: 259-26137
-- ELEVATION 38B.479 DATL91 NAVOBB SENIOR ENGINEER DATE A6FEC7(Xi BRIAN MICHAEL APOOLINU 12-31-21 DATE 12. a .26 DATE 12-2-20 FLAMING CASE NO COP-003451-2019 SHEET 2 OF 3
i
LOEV-01251B-2MW
CAFV FF SAWTATMN DISTRICT WTES
CARDIFF SANITATION DISTRICT SEWER NOTES ALL NOW SHALL BE OWE IF ACCORDANCE
WITH THE STAMND SPECIFICATIONS FOR PUBLIC WOWS COVSTRDTION TREENBCY(;
�TO TIE STAWARI
CIFI �IONSSFFOR PUBLIC maws COSTRDnaN (ADOPTED IBYY THE SAN DREW REGIONAL
STAMNDS m'MITREEI THE SAN DECO REGIONAL STAAGVM LRAWIMS OATEST EDITION)
AND THE FOLLOWING SPECIAL PROVISIONS
1. REACH! WIDTH SHALL BE PER SURGE) NO. SP-02 INESS OTHERWISE ACTED. MINIMUM �O
/
PINE SEPARATION PER WAS MI-04 OP.0 03. \ O
2. PIPE AND BEDDING (D'DITIO R 0A1 PIPE BYLLL HAVE 4" MIND4.M OF �4" CRUSHED
RG7( BENEATH THE PIPE. M)VDP. PIE B®ING FROM BOTTOM SE PIPE TO 12" MINIMUM \ r \
ABOVE THE PIPE AL M SE SAND• GRAVEL ALENT O AGGREGATE0ORSE NATIVE FREE-ORND ABS.a \ EA 8" SEWS MAIN I 1
SOLIDGRANAARWA MATERIAL BEDDING
A M BOTTOM
TO OF PR OR 30 OR BETTER. ROVE T. AND AB \ F$R DWG. 12818-I 20' PLGLIC SEWER PARCEL 1
SLID WALL PIPE @K7IAG FFLM EDT TOW OF PINE TO 12' ED ONLY
ABOVE RE PIPE SHALL S S g S EASEMENT PER
PdJ/FI M S E ORAED !LV(. A.B.S. SLID HALL PIPE MAY SE L® LNY NdEIE PIPE INVERT \ - �5 S S AP U 2� SAGES ARE 1% OR GEARED. \ EX 4" SII LATERA�C.-27-20f6 TW 392.0 TW 394.7 S TW 396.0 CONSTRUCT Cl-6 RE S S Ty
3. AFTER fdA9.ETIOJ SE PIPE L4YIM ALL MAIN LINE SEWER$ SEWER SERVICE LATERALS \ �' _ _ BW 394.0 N BW 394.] WALL PER SCABS TW 398.0
/ i TWOFG 393.4 W
AND SR#DROES SALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIfl RESAOE \ g / / ' /' / BW@FG 393.4 6 IALCAT WBFG 395.2 TW@FG 397.0 Tye
TEST SALL BE USED UNLESS OTHERWISE DIRECTED BY THE CITY OGRES. \ S / 1 I r ODIIT GF DISTODAACE � _ _ _ _ _ _ _ W@FG 394.0 eW@FG 395.0 TAW 395.5
4. THE COSTRDTION OF P.C.C. SEWER NAMCLE SA1 BE PER SOW AID. 94-02. PONIED \ g A a 1 X - \ \ BY PLACE MAAHCLE BASES STALL BE A A01117HIC ROM FINISE0 COMPLETE AT TIME OF \ / I IS 38*
FOUR. PRECAST W OOLE BASS ARE ACCEPTABLE FOR LSE WITH B-DDN COLLECTOR eq
SYSTEMS WITH CITY ENGINEERS APPROVAL. \7fL3P5.6 ,�.✓ : � � t'.:•'.• , : \ � ` � - - - - - � \ n
5. THE CONSTRUCTION MIT 14-INCH SEVER LATERAL PER CiV60 HO9 SS-0f AHO 55-02. bN+y • sl pW♦ bR a ElEl
5.THELATERALSC SOIL. ACT OF 4-MC DIRECTLY INTO APER SE. $ 4
� I _ _�
6. THE CONSTRUCTION OF CONCRETE OJT -OFF WALLS SAL BE COSTR.CTED AS PER i, r A - _ _ BW@FG 395.5 \
r� AB. SP-07. o A I N -
7. ALL MADE AND LATERALS SA.L BE A NINIIM.M SE 42-IY]ES BELOW TIE FINI9ED
CNWLE. .r
S. TIE FINAL LOCATION AMO ELEVATION OF SEWER AND WATER MINDS AND LATERALS L . '..'.:... t' e` 2°' _2k L38328 " 39L.8 I z \
_ - _ • IE 391.7. �.
SHILL SE 9CNN ON ONIDRlLL AS -BUILT FLANS PRIOR TO ACCEPTANCE SE NON'(. �
9. FOR SEWER LATERAL TABLE SEE SEET WA.
�X 360.2 VG 389.8 1 rG 3.o A FG 393.3CARP
10. 'AS BUILT' DRAWINGS MCAT BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF TIE NOW. � i- - ' \
I - 'TEE 1E 3PB.6 T 39f.3 \IE 391.3 FG 393.3 FG 393.3
I :J5 PW TREE A - \ PF 3G
11. ALL LESION ORANGES OF SENER MADE SHALL BE APPROVED BY A CONSTRUCTION a '8. 51EM HALL 6 175; H E IE 390.3 I 38?S FS 393.9 ' P C PIPE 'G 392,R S� \ -
O OSE PRIOR TO ACCEPTANCE FOR PLELIC LEE. $$ 1 AlW'H f=P 3925 I _ ._ A (TYPAU 'C 39'B PER
2. FILL AREAS MST BE COPACTEO TO 90% PRIOR TO PIPE INSTALLATION. �m 1\ FG13B9.8I FAA )39R.A 1 V V DRU U6�MH 1 F
RET
13. THE CONTRACTOR 9A1 NOTIFY THE CITYS FIELD OPERATICS DIVISION 48 FINDS I \ \ I BLDG WALL _ \ I I- yI� E
IN ADVANCE SE BEGINNING NOW TO ARRANGE FOR PRE -CON AMU INSSE INSPECTION PR],.ECT. 2 1 \ \ \ PER AR'rR \ x- J- - _ l \ -I -I \ I &,' F
PHONE AV. 76W633-2770.
E
Q 1 FG 3.3 �II
FS 39�8.3 FS 392.A
14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGREERING SERVICES ~ z I 6296 PW REE \ FG .3 FG .993.3
DEFARTNBYT FOR ANY EXCAVATION WITHIN EXISTING CITY RIOTS-O=-NAY. \ I �w 1 \ \ TG 392.E 1 - - - -
TG 389. �S 393.9 FG 393.3 FG 3.`•r1
IE 3BB.6 - I FG 395.0
I -.. I-_
15. THE APPLICANT SHALL MAFRINTY RE PUBLIC SEWER FOR CNE YEAR FO100AG TIE N / \ I � \ IE 39d + '. F5 393.9
FG .e
APPROVAL SE THE AS-BUIlTS. EX WAlF� II I I F6 9.0 FG 389.8 � FS 392.4 F6 39A �� I � I I -
6 DUAL MET 'R oeo VA I I
BURIED CONTRACTOR SHALL FAMISH ANDENT INSTALL PER S ABOVE SELL THE SEWER LIE I I a
ELRDD UTILITY SEWER
AND IIENTED WITH TAU ABOVE ALL PUBLIC SEWER LIES AND PROTETJT IN AL'�. `� a \ \\yy I3928
C ! I I I RETAINjQNLG PORTIONS SESEWER LATFAALS LOCATED WITHIN R&-ID RIGHT -OF -NAY LB EASEMENTS. \ T� I 18 M FG 3 9.B 0 + 1 CE IE f.] \ I PER ASH FG 393.3 \
17. THE l-VELCFER SAL NOVICE EASEMENTS AND ACCESS ROADS OVER PUBLIC SEWERS \' E TgBI E I I� + \ 0 3 4 + IE 388.0 \I ��_ % \ I F61393.3 \ \ TO TIE SATISFACTION OF THE CITY ENGINES. THESE ARE TO BE SHOWN ON THIS PLAN. 7 pu T I F it+++ \ \ Oe e r e 5%
1 I FG 3ED.8 PAC HEADER rM 39T3..
18. WASTEWATER DISCHARGE PERMITS AND FLINGING PERMITS ARE REQUIRED PRIOR TO ++t1+++ \ EED40PATIVE 1 \ \
CONNECTION TO THE SANITARY SEWER SYSTEM. EX SEWER I I ++�+++ \ -E RIP RAP 6' PVC PIPE-*' r \ ROP REI5I0EN6E \ 5%� \ _
MArN I I \ ++�++ I (TYPICAL)\ \ _ \ FF 5174.0 \ \ Tc 392.
19. ALL NEW SEVER MARS SHALL SE DEFECTED BY MOSED CIRCUIT TELEVISION AFTER I \ TO 392\7 IE 39f.B
014PLETEN OF TFOCHING BAD(FILL AND FINISFED GRADING BUT PRIOR TO PLACEMENT I \ ++n+ + I ARTIIRICIAL \ PAD �G3.3 \
25' FVS3 + M ++ \ \ \ IE 391,
TE PAVEAETELEVISION
S PETION. IT TRENCH RESUfACRG. QXNRACIW SFAl PROVIDE FOR E TREEI \ hL 33g3.2 FOOLII TURF LAWN • x \ \ \ \\
TELEVISION INSPECTION. (SEE 500-1.1a P� TS ++W+++ \. P5 393�6 \\ , 393.5
''tl. SERER 94N10-E LA4M' 1 2B' TG 389.3 \ ++R+ + I RASED ST rrl 11 II TG 392.8 -r �• \ PA GEL MAR 11822 FG 3A3.3 IE , y1.6 \
(A) NEW MAMDLES WITH B-10' DIAMETER SERER MARS THE INSIDE IF THE SEWS a I IE 3B4.9 ++W + PRGAP AREA - = 3 1=G 393.3 FS 393.9 \ 5% 25' RYS
E 39f.5 \FG 393.3
MANIYE5 BALL SE COATED S WITH AN EPoXY PROTECTIVE LDNRG SYSTEM PER +r +++ (PROP = 255 SET
\ EX 393.1 \ \ \ \
SECTION 560-2.7 OF THE GEEFB00(. I I + 1 I I I \ \ \ \
�,�387/ W' APE(8) NEW MANGLES I
` 9uu BE PROVIDED M� L LvGREATER LOOCKIING PVMAAe C EINSIDE LIt E PER THE D Y. Pp"( b I ++�+ + I€ 395. I 2% I l A A V A A UYPvrcAL) \ \�\ rc 39z9
SECTION 50 -2.5 OF THE CJIaSCCK. B1- f I // I ++� V A V A A V I 1E 3915
I +++II + + PCC\HEAOER & 1 \ \
(C) EXISTING MANGLES ALL EXISTING MANCLES WITH NEW CONNECTIONS SHALL BE /// + DECRQRATIVE
RbPECTED AND REPAI Ea AS NEEZER WITH THE LINTS SYSTEM THAT HATCHES THE I / I +++ COBO_ RIP RAP I \ \ \ FG 3933
/ F6 393.3 \ F6 .3 \ y% VV
EXISTING LINING FOR THAT A MOLE FOR MANHOLES WITHOUT ANY EXISTING LINOS a I \ \ FG 389.8 + IT 388. \ \ \ \
THE MICE E ON RE SLIER MANGLES SHALL BE COATED WITH AN EPDXY FWTECTIVE I TG 389.7 I ++ \ \ \ FG 3.3 \ \ \
LINING SYSTEM REIN SECTION 500-2.7 OF THE GEEMODI(. IE 5 G FG 393.3 \ \ FG 393.3 1
1 IE 384.7 I �� \
EXCEPTIONS OR VARIATINS TO THESE MANGLE LINOS REOIDEMENTS MAY BE C mpEnWC HEAD R 6 4F FG 399.8 - - E 390.5 \ _ TG 6 FG .3 \ \ G 393.3 TO 392.6
ON A SPECIFIC CASE -BY -.'ACE BASIS BY THE CITY ENGINEER. 1B' X IS CORATIVE J TG - - - - - - _ _ _�� _ _
COBBLE RI ` i _- _ \ .. IE 390. TG .�� G .8 IE 39f.3 ��� TG 3925
21. AC ADDITIONAL LATERALS SALL SE PEIMITIID MIIHDUT PAYING S-Mm CAPACITY I �P + + _ __ IE390.93A9f.f / \ IE 391.4
FEES PROCESSING A CONSTRUCTION CAME AND JOINING THE SEWER RE➢A UFMENT I I l + + + '�1 + �-... _ _ +
i \ _- ram... m -
DISTRIDT,IFREATED. �. I � 7
22. M4NYLE FRAMES AND mums SALL BE MADE IN THE USA OF HEAVY Om CAST-muv - BG- _ - 1�_ - - - -x _ `
TYPE WITH A 35-INS OPENING. MANxLE COVER DSERTS SHALL BE 24-MN DIaET R ��� - -�� -•X_ _
WITH LETTERING "CITY OF ENCINITAS" AND SEWER' SIMILAR TO ANT Is R7ICATED ON I I \ \ \
SOi.9) M-f. ) A AT 9S45C1• M 18599' O 1 6' IA4ET
I \ F M 89j2754- M IBSMi (TYPICAU LIMIT OF INS
.1 (TYPICAO
LEGEND
CONSTRICTION ENTRANCE PER DETAIL A ."- ✓`. �:'«
GRAVEL BAGS PER 0.RAIl B eemomemee
SILT FENCE PER DETAIL C X X
VFIBER FO1S
R' HYTODA.PFIDIND +++�+++
Q
\ - - INLET PROTECTION q2cp
. BET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCINGTO
4 BY 4 IN (10 BY 10 CM) THE P0575. (OPTIONAL)
TRENCH HE LE FROM AND
ALONG THE LINE OF POSTS.
TG 400.6
IE 399.6
\ 400.5
TG 399.9�-
IE 398.9 4 IN (10 CM)
3. ATTACH THE FILTER FABRIC TO q, CAND COMPACT THE
II� THE WIRE FENCE AND EXTEND Z7 EXCAVATED
D SOIL.
I INTO THE TRENCH.
NS II FILTER FABRIC Il
TG 399.4 WZRE _
�OjL BE 399.4 - -
II
w 399:3 DETAII. C. SILT FENCE
\ II I TG 3992 NOT TO SCALE
11 IE 3932
uj
IIOL+1r �3 m � J \� F- A
. n •••. TATUTZC140 TA R/IREO.4 OCCTRAFFIC
'4
j I 19' RADIUS
I MDN. 20MIN A
1%
ORIGINAL
Gg4DE
NOTER 1 Ij 1 1 LOT 5 BLOCK H \ /X x
CONTRACTOR TO MODIFY CONSTRICTION OMANE IN TAG FIELD AS NECESSARY H I I PAL,QMARE5 HEIGH SPCPION A -A
'V I/ A\ \\ MA 2136
CONSTRUCT SEDRENT BARRIER AND DWOELIIE PLMTF TO SEDRENT TBAPPIMS DEVICE DETAII. A: CONSTRUCTION ENTRANCE
NOT TO SCALE
/ \395.
OESIlIiDA6 NOTE I I I \ \ I I�-�--�� � I I
BICFILTRATION BASINS SHALL BE EXCAVATED AND L60 AS CESILTRD BASIS OWING
CONSTRICTION. THE SILT SALL BE CC4FETR_Y REMOVED AND THE BIOFILNVITION
--
BASIS COPLETED ONCE FINAL SITE STABILIZATION IS ADDEMEA PRIOR TO
OCCUPANCY AND/ OR FINAL.
AEGI[M 1. ACRES
1. ELUSION CNTC AEASSES (E.G. BODED FIBER MATRIX. VEGETATIVE COVER CUTE
MATING) MST BE DIPLEMENTEO MERE APPLICABLE TO PREVENT
SEDIMENT CONTROL MEAa#ES (E.G. SILT FENCING• FICA
SOL EROSION ON SITE.
ROLLS GAVEL BAGS) MET BE
I\I
IN PLACE TO PREVENT ERDLEO SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT EMP
GRAPHIC SCALE i,,_iO
MST ALSO SE FOLLOWED TO ENSURE HO CONTACT OF RAINWATER WITH MATERIALS THAT
MAY CONTRIBUTE TO WATER QUALITY OEGRADATMN DOWNSTREAM (ES. CONCRETE OR
STUCCO WASDUT AREAS COVERED STORAGE AREAS FOR HAZADOIS MATERIALS PLACEMENT
s
SE PORTABLE TOILETS OVER A PERVIOUS SURFACE
0 10 20 30
2. AD RIPECT-Y CONNECTED DIFERVIOUS AREAS SOLL SE ALLOWED. DCLA
RUNOFF TWO
LAYERS OF GRAVEL BAGS
MEANS STORY RNMF GNERAATEO AND CONVEYED VVIIAIaDfmVDAG AREAS SUCHAS MT.
ROOT ORAIN RMVMY. AND STREET
WITH ENDS OVERLAPPED
0
MOM
0
UQEU SUNEQ
EROSION CONTROL PLAN
GAP BASS
o & ASSOCIATES
ACTS ASHSPILLWAY
CIVIL NEERINB+LAND PLANNING+ LAND SU
SCALE: 7" = 10'
DETAIL
B:
GRAVEL
BAGS
3 5l Ighway 101, Ste A. Solana Beach, CAA920 SNOTS5
NOT TO SCALE
ph $58.259.8212 1 & 858.259.4812 1 plaaenglneering.rom
CHANCE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
PT. NO. 1030 - ET C-30
PARCS & FEC
PLANS PREPARED UNDER SUPERVISION OF
REC APPROVED'
GRADING PLAN FOR:
DESCRIPTION!
Locarronr CENTER of C&v
of -sac oaM
M. ATE
PCB IC MOFI(
/� DATE' )1�4�20
Edwardj.. Zvimmer
1731 WOTAN DINE
14721-G
CFEST PAW DRIVE
-
PLANNING
�1\ /
()
-
STEEE WAK EDWARD J. WIMMER
FOTHERINGHAM RESIDENCE
FROAf
���
/-\, lN���
,
R.C.E. NO.: 71651
CITY ENGINEER
25&26737
ELECVADTIOM 38t�91 DATUM NAVOBR
BRIAN MICHAEL AREIGILINO EXP: 12-31-21
�Y
DATE r�(. �Q DATE 12-2-20PN:
SHEET 3 OF 3
SENIOR ENGINEER GATE
INSPECTOR
PLANNING CASE NahO �-003451-2019
LDEV-012518-2020