2019-14213 SG (Plans) (2)RIGHTOFWAYNOIE
OVER IS TO ORTAN A COISNUCRON PERNT FROM BE DIGNEE'RING DEPARDRWT AT LE45T 48 HOURS POOP 70 Own AN BE
PIANC RIGHT OF WAY FACE NW SO AWL M IXT N 6SANCE OF A STOP MRC MORE AID DO/BEE PERMIT FEE IT 15 THE
RE 009tiTY OF RE ONWR To nvw WERE ms1NTR PROPERTYLAIE 6
DRANMENOTE
NO CMENIVIRD DRAINAGE FLOWS ARE PUNITIED OVER ALIMENT PROPERTY LAU WAIFR IS 70 DRAW AWAY FROM SWANS
FOR A ARNI AN O 5 FEET AT 2 PERCENT ANO E CONVEYED 70 AN APPROVED DRAINAGE FACILITY
UIIUTYNOTE
ALL UTNLRES ERVAC DNS SINE SHALL BE INSTALLED UIWDLRWOUD.
'N]'In9- IW'N)I'wE
I. ALL WAR SOUL E DUE W ACCORDANT WIN MW PUN$ BE STANDARD .SPECIFICATIONS FOR PURV WM CONSTRICTION,
THE (SKIN CONSTRUCTION STANDARDS OF TIE CITY OF BKOCAS AND BE SAN MW AREA REONA STANDARD CRAWLS ANY
CHARGES OR REASONS VEREFANI 21ALL E APPROND BY HE CITY BIGNER PRIOR 70 ANY MUST FOR INSPECTION.
2 THE SORES RD707T DART IMAO GEOEaNCAL INVESTIGARON PRWOM CARAOE/ACESORY DRELLNG 91- PREPARE) BY NEED
EARTH EMOtOGY, DATED MARY is 2019 PROTECT NO 18 -11405 21ALL E CONSI MO AS A PART OF ONES GRADING POUF. ALL
GRADING SMLL RE DON` M ACCORDANCE NP IM RECOUMENDAROD AND SPECE7CANN5 CONTAINED N SAO RSWT.
3 RPARAE APPROVALS AND PLANTS FOR ANY CONSTRUCIM WAS PUDIC WONT -OF WAY OR EASIEIVIS SAL NE MOMBDW
MAUNA? WA ARM [WT PLANS.
'AI " "bO7af' "ANSI "l.•.TFNi'Er:jj�A1ffiJ�I�:7I I;;.r,',
5 CWIRACRN SHALL TAW ANY NECESSARY PRECAU706 MOANED 70 PROTECT AOJACNT PROPERTIES DO WIG' CRAM "AM
ANYTHING DAI OR DESAOED SAL E REPLACED OR REPAINTED TO CM70
EKING PRIOR TO CRAMS
& RE ENLOF9 SAL E RESP NSRE THAT ANY MOINENT OR BEACH MARK WMOI IS NSNMZD OR OUNCES SHALL DE
RE- ESTAOTSED AM) REPLACED BY A RENO CIW ENGINEER OR A LENSD UAW SURWY02
7. BE CONTRACTOR WALL DE969 CONSIRAT AIM MANFAUN ALL SAFETY OfI NaO AWG SHOOTING AND SAL E RESPOMPRE
FOR MORNING P ALL LOCAL STATE MD FEDERAL SAFTY AID HEALTH STANDARDS UNS AND EOAAM
8 GRAM AND EG MONT OF&ABNG WOO! OE -HALF (111) MILE E A SWINE FOR "M OCCUPANCY SHALL NOT E
CMX70 ETWlN RE HOAtS OF SJO P.M AND 77'70 AM. NOR OR SAA#AI SMAIM AND CITY RE=ffm HCDAIS
9. AO CRAMS MAW SAL 0011449E UNTIL A PE- LYNSIMPOV MEEM HAS EAI INTO W)f NTH RE FOLLOWS
PEOPLE PES}IT.• CITY NSPECTO; CIW. EXGU01Z SOTS aME74 GRADING CONTRACTOR ABC PERWTEE RE PE- CONSTACBM
EfOD S ILL E SCHEDAM NP TIE CITY AT LEAST 48 HOMMS M ADVANCE BY CALLING (760) aU -1770.
la PRO TO HAVING DIRT OR CO5IRUCR0N MATERIALS 70 ANY PRO'OSD CO WITON SE WREN TINS PROTECT HE AMOPER
SHALL SUBMIT TO AMC RECITE APPROVAL FROM RE CITY ENONFLR FOR BR PROPM HAIR ROUE THE DEWLO'ER SAL COMPLY
WITH ALL CONDITIONS AND ENIEwH7S BE CITY ENGNEER MAY UPW NP REGARDS TO RE HAHNC MASON
H. UPON FINAL COMPLETION E THE NEON( UNDER THE CRAMS PEWIT, BUT PRIOR 70 FINAL CRAMS APPROVAL AM7 /OR RVAL
RELEAE OF SECURITY, AN AS GRADER CRARNSttri' SHALL E PROW7FD STARM& 7E GRADING ODFR PONT Na 142IJ -SG HAS
SEEN PERFORMED N SLWTANRA CONFORMANCE NN HE APPROVED GRADING PLAN OR AS SOW ON RE ATOICED AS- GRADED
PLAN. TITS STARfENT SMALL E FOLLOW D BY DE DATE AND WNW OR RE ONE OVG EER WD CURTIS SUCH GRADING
wamnam.
12 AL CRAMS 914LL E INSPECTED AND TSTD BYA QUALM SONS DIG ED? OR M IGAI MS INFORM )EMAIL W9ECT AND
TEST RE EMGVAWN PLACEMENT AND COMPACTION OF MALLS AID BACARLS AND COIPACDON O TRENCHES E SAL SMWT.STMS
MPORIS AS EQURED AMM MRL EERIE M SRTAMJTY ORWYfIL MAENAD LRON CLNIPLEMMON E ORAOHG OROMONS E
SHALL SpE NAT ONMRVANNS AND TESTS MERE MADE BY HIM OR LASER HIS SHERMA N A0 IHAT IN MS OFW hL ALL
OMAWOOLIS AND EXCAVAOAS ARE ACCEPTANCE FOR REIN NOW USE
IS BE CONTRACTOR SHALL PROD MY GRADE ALL EXCAVATED WAITS TO PRONE MOSINE ORAWAGE A0 PREVENT FORS OR
WATER E SHALL CONTROL SURFACE WATER AND AMID OAMAE TO AROMAS PROPERTIES OR FN90 AW OR IE 9E AND
SHALL TAE REMDIM AC49M 70 PEWIT ERASION OF MOSEY GRATED AREAS OWN SUCH RM AS PERWMNT DRAINAGE A0
EROSION CONTROL AEASIMS HAW BEEN INSTALLED
14. ALL AEA' 70 E FED SHALL E PREPARED TN E FOULED AND IRE SHALL E MOD IN ACCORDAWE NP STANOARO
.SECWCAAWN. ALL EGETABLE MATER AND MORO ABLf MARTIAL SHALL E AWED BY THE CONTRACTOR FROM TIE RWACE
(POI WICH THE PILL IS TO E RECD. LOUIE FILL ABU ALLUWAL SODS MALL E REMOVED 70 SUITABLE FIRM NATURAL SAME
BE EXPOSED SOILS SNAIL HE SCAPoFFD TO A OPBI OR 11 AWES AND DEN COMPACTED TO A MINIMUM O 90 ACME IT SMALL
E THE CONTRACTORS E.S MSELTY 70 RACE; SiffAO, WAR AND COMPACT DE 111 N STRICT ACCROANC WP 5 EDFACATNANS
15 CUT AND FALL SLOPES .SHALL E CUT AND TRIMMED TO FISH GRACE TO PROVOKE SMOON SAEACE AM) SIM CROSS MCIXN
7E SORES OR EXCAVATION AND EYBANRMENTS SMILE E SHAPED, HA•TEa AMC Wide AS DIRECTED BY THE ENLNEUP OF RINK
AND LEFT IN A EAT AND CURLY MITCH ALL SRAI ROOTS A0 OTHER ESE WRIER MUSED OR ECGVATKW OR
EMBANKMENT SOR6 WAON ARE LIABLE TO BECOME LOOSENED SHALL E REMOVED AND "M OF TIE AF AND RAP E ALL
SORES SHALL E MAW N ACCORDANCE NP THE CRAMS ORMANCE
1& ALL TREES BRUSH, GRASS AND OTHER O&ECANABIE MATERIAL SHALL E OYLECIm TIED OR OINERNSE DISPOSED OF OF RE
SITE BY BE COVNACIOR SO AS TO LEAVE THE AREA THAT HAW BIN CLEARED WIN A EAT AND R090 APPEARANCE FREE FROM
UNSIGHTLY DEBRIS APPROVAL O EXAM OR DMW FALL 9U11 E MCUED FROM THE SONS BAGA P A0 CITY ANDRE& PRIOR
M RE O.SOSM EWY SUO MARTIAL
l7. RE REMOVAL E ANY AND ALL CITY GEES SHALL E C(A95TENT NN TEE CRYS URBAN FOREST MANAGEMENT PROGRAM BEET
LOCAIM WRAV CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, ON NOW CITY EASEYOITS ARE MTERMD TO AS an REES AND
SHALL E PROEC70 N RICE MRINC COYSTRUCT(W ARM SPEOI7GLLY APPROVED ORERWSE NO G740MG EXCAVATION, OR
OISIHBWGE OF CITY NEE Vi l S'IS'IEMS SHALL OCCUR NAM RE MY 1EE DRIP EE AREA (THE AREA FROM IE RANK O A
TREE A TIE OVII)NO57 EME E BE TREE CANOPY PROECROR ON THE MM)). T A CITY TILE 6 NOT CEAMY LABEIID TO E
REMOMM IT MOST E PROTECTED N RICE EVEN F ARMED NPROWMNIS AS M COACT WP A CITY TRUE IT MUST NOT E
MUM MISS RE PLAN 6 RENMD TO ADDRESS BE TEE REMOVAL
I8 F ANY ARCHAEOLOGICAL IWSIDWAL ON PALECNTCEGL RESOMCES ARE NAONRIENRY DESOWED CRAMS ACUTE,, TIE
PROTECT CORMACIVIR SAL OVERT, DIRECT OR EMPOMARILY HALT MIND- DISAWRIINC MANTES N RE ANA OR OSCOWRY TO
ALLOW EMALUABON OF BE 9GIFEANCE O SUCH RESOURCE TIE PROECT APPLICANT SAL N IMARY NOTIFY DEVDOMNT
SERWCES DEPARTMENT STAFF OF SUCH FADING AT THE IRE E OSCOERY. THE 9ORWICANCE E BE DISCOVERED RESOORCES)
SNAIL E DEERMINED BY A QUALNED ARGIA OAT,, HISTORIAN, OR PALEOICOW W CO MMON NP DE DEWLORMNT
59WCES DEPARTMENT AND, FOR AR[EQOWAL RSMCS RE MADE AIRMAN COIR WTY. THE DEW10F'EA7 SMM
OMCAR MUST CONCUR WP THE EVALGTON CURES AID ANY AMSWY DATA RECOERY SERVES BEFORE GRAM
ACTIM ARE AUOMED TU RE9RL
19. AS 9'EfBED BY CALFCRWA TEMP AID SAFETY COLE.SCON AW5 F HUMAN REMAINS ARE FOMO ON DE PRWT 9E
DOW MRICON ACITIWTY, BE PUM RESPOVAOf FOR BE ENAVADOR, OR HIS OR HER AU&avm WamaARIE BALL
AAERATEEY BOOTY BE SAN DECO COUNTY. COWERS OFFICE BY TELEPHONE NO TWINER MARMOT OR LVS'RMBAME OF DE
CSOWRY OR ANY NEARBY ARM REASONABLY ST UED 70 CARE AOMUNT REMAINS AS DITIERM I) BY A QUAFFS
AROUEOLOOT AND/OR A TRADVONALLY AND 0LAWALLY AFARATED (TA) ENE AVFRICAN MONITOR SAL =6 ONM BE
COPOMR LAMS MADE TE WCESSARY FlONGS AS TO ORIGIN AND aWglkV PURSUANT TO RSX RESOURCES COLE METAL F
90 A OSCOVfRY OCCURS A TIMPCRARY CONSTRUCTION DATU40N ROW SHALL E ESTARGO 9MRQINONB THE AMA DE BE
HSCOWRY 9O THAT BE AREA WOULD E PROTECTED (AS MERAW BY TIE CLAIM ARCHAEOLOGIST AVIOR BE IG WTIE
AMERICAN MOMRRJ AV CONS ITANON AND TREATENT CLAD OCCI R AS PRESYYM BY UN AS FORM OEM BY STATE LAW,
THE CORONER MARC DETTAW WIHN iW WIND DAYS OR MRS NOMED F BE REMAINS ARE SAECT T1 IRS OR FAR
AUTHORITY. F BE CORONER MCOL)WAS BE REMAINS TO E MADE AMERICAN, HE ON SIT SHALL CONTACT BE RATE AMERICAN
HERITAGE CYM169QY (NAHC) WDW 24 HORS AL NAIC AMID MANE A DETERMINATION M IT IE M0571gIlY ASCENDENT. F
WIVE AWIKOW REMAINS AM DISCOVERED, RE MW SAIL E KEPT W 9W (N ACE'), OR N A ECUM LOCAMN N aOSE
PROCLIVITY 70 WEE TREY AERE FOUND, AND BE AMUYSS E RE REMAINS SHALL ONLY OCMM 04-9E N NE FAMa OF RE
ICA NA Off MEAGAN MOYTR
CHANGE NO. I DESCRIPTION
APPROVED I DATE
I. IN CASE EMERGENCY MIRK IS REWIRED, CONTACT RUBE ROMO A1(760) 505 -6509, 14 HORS A DAY
r �•, r r.• •e ,. , ) r I 1711•
I �']Ii I/ 1' I I I I'
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Yom.. I• .. r> rr•I I 'r r. r r r•N r•ar r / I' r r
TRACTOR SALT INSTALL AWDCWAL &M CONTROL LEASHES AS MAY BE RWWRD BY DE CITY LO WEER DUE TO AN
(RAONC OPERATION OR AN DRESEN OROAISTMY•ES WMCII MAY ARE.
6 HE C OR S PoEA � '�' TAKE NECESSARY PRECAUTIONS Bl PREaT PINES ME9ASS ONTO RYAS
7 ALL EROSION COI LEA9WES PROVIDED PER HE APPROED CRAMS PUN AWL E WORMMATED MMOA
& GRADED AREAS AROUND WE PROTECT PO ETER X67 DRAW AWAY FROM RE FACE OF SLOPE AT TIE CONIUSON OF EACH WORK
DAY.
9. ALL REMOVABLE EEXaWS F•OW FAT (4ar). SET AV 07HER MAALLL RE R � ALL CLAY RAN
STORMWATERPIdlUipNCOMPOSTCONSTRUCTIONOMPIIMPNO TES
I. FOR STORM TOWI MRR PCLL070 CONTROL OMOSES ALL RUWMF FROM ALL AWERVOIS STMFACT INCHING' ROOF ORIAS 91ALL
SHIDPW N EVAafV 7E ASS AND LANDSCAPE AREAS PRIOR 70 COLLECTION AND DISCHARGE 0M DE STREET AND /0R MDI DE PUBLIC
2 GRASS A0 UNDSC'APE AREAS DESIGNATED FOR SRAM WATER POLLUTION CONTROL SHALL NOT E MODIFIED WPOVT A PERRY
PROW THE CITMY.p /S ANF,A,S y g{ SIN D7 LA�SCgpFD
XLIP ALL A WAIF t#7pAMC0� 10 M&ALRIOR /0 E ALL IT FACILITIES MOST SIN TOWARD BE A�IfD
MR/NM FACILITY AATD /0R THE TIMF/LANOSCAPEO AMFARSLW
4. AD DRAWS SOUL E INSTALLED M HAMiI OREMS; OR ANY OVER WfRMIG AREA MESS THE ROW FROM DE CRAW
MS'OIAROS P AN ADEOUAA API&F
5 MWEYS STALL HAW A &MMAII 2S CROSS SLOE DRAM/ RE AIP ARIA OR HAW ANODER APPROVED MANAGE SYS7EM
NAT 6 aMC IOW fCT M#OF AND XWARE IT TU AN AIWA NP,
6. ALL ST ANNITR NW7R1R FACEITES SHOW B REM SAL NOTE MONIED OR AIM WB1QU7 A PLAINT FROW THE CITY.
7 IRE ASTALLATON OF ADDITIONAL NPFRNCFS SINFACS NOT SAINT OR CBS PLAN MAY LAW DDT INS RAN E REIM OR
MAT A SEPARAIE ENGINEERING TENT BE CORDELE
L POTABLE WATER WORKS SHALL HE CONSIRUCIED W ACCORDANCE NP BE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT
ENRON O BE O KARIAN MUNICIPAL. WATER DS70CT (DISIRICY/ STANDARD SPECFICAONS AND DRAWS FOR THE COSTRICNON LP WATER
MANS AND FACILITIES NCLADING ALL AMENDWNIS ADOPTED PRIOR 70 BE OSMICT APPROVAL DATE ON THESE HANSCONPICTR SMLL
HAW A COPY O TE STANDARD 9LCIFNARO6ON THE J0 9E AT AIL ]AILS
2 THE SU&MI.S51 W ANO READY OF ALL INVITES (MOP DRAMNGS SIX Mrs) AS MOANED BY ME STANDARD SIfCM70S ARE 70 E
ACCOMT1I90 AMOR 70 RE ARE- CONSIRUCRCN MEOIG NP BE D6IRICTS NSECIM
3 MESS ODERNSE NOED CXWECDOS 70 DOW NAM SHALL E MADE DRY. THE THE AND TURN" OF ANY SNIODN6 O LOSING
MAWS SHALL E SDBECT P APPROVAL BY BE CLAW. OSRMT SHALL E ADOPTED 7W MW MINIMUM N ADVANCE OF ANY 9DIDOW
4. MVnMCTAR SHALL = WALE WTI M7RCT AU AWANM&IS FOR IMGN -LNMVG MFWARY SRNCT RW 70 SWM94MR AD
SAUDI AWL BE S6 ON A MORAY OR TODAY.
r I• •'N•rol r I• r.' I• I ara' I r•,. r'
a rai r r 1 •. ,.. r r N
B NO WORK NAY EON OR FROM WRIOUTOREM GE NSTRICTS WSPECTUR CONTRACTOR SHALL NOSY 7E DISTRICT )MY&S ENS'
DEPARTMENT 48 HOTS R9OR 70 TIE SLOWING OF MOPK TO ARRANGE FOR MI.SECTEN OF RE PROECT.
7. RE CONAACT]? MUST GU, W ALERT OR SOURMRN CAFORMA' 10 HAW LALERGR EW STRNCE UTILITIES LOCATED PROR TO
CONSTRUCTOR DINS CALL WL E MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK OEM PERFORMED IN PUDIC MY,UFO =WAY
(0C ALERT MOP 80-227 -200)
A ALL MANG FACILITIES WAR W Y AFFECT PROTECT COASTRUCUOIL LE, LIE(POS9NGS LINE PARALIONG OR PRoom
CNAECDONS SHALL E FED ERRED &TORE ANY CO NW71OV EGOS
9 THE COMNACTR SHALL RRMS AID INSTALL PER I E STANDING 9fMGT/OVS RE APRORVI ETUMID UTILITY EMWG A0
IDENM75V TAM ABOW ALL PUDIC EAR TEES MKYIIM NAER IAERALS LOCATED W RRC ROOF -WY.
10 THERE ELEVATORS AND GRAMS ARE NOT SDNN ON THE WATER MAN PROIZ TOR OF PRE MALE IS 48-INCIES MOW aNTERUE
E FINISH GRADE E STREET.
It ALL DET7ECDONS (HQBZONTAL AID ERTGL) SHILL E MACE BY USE E ANVT STRAW NP 4 -MAD" ERECTOR PER
COMING (2' PER JOINT. W BEDDING (awvm) OF PIPE SHALL E PORMITTID
12 MANUAL AN RELEASES SAL RE INSTALLED ATALL Mal POSTS AND BLOWOMS AT ALL LOW POSTS M BE MAN MAN
ROIL RICE NAHUM AN RELEASE' AND BLOW -ORS WHO KID? BOY AND LCCAIE BEONO CURB DRESS ORERNSE APPROVED BY
DISIWCTS MAREENTARW FINE HIDRANTS MAY E USED N EU OF A ANNUAL AN MORALS OR BLOW-OVF WEN LOCATED AT OR EAR
Mal ON LOW PORTS AS APPROVED BY DE DS7MICTS RMTESENTATW
13 MSTALL A MINIMUM I -NOT WATER ERNE 70 EA91 LOT. LEO TO E LOCI TED 5 -f ET HAW A .QE LOT LIE A 314 -MOH MGI
LETTER b- SHALL E CMSOID M nP E DISTINC CURB OR "AD N NEW CfMB AT ALL ETER MOLE CROSSINGS
14 AM OWES MALL NOT BE PLACE) WPM 05EE6 OR SERVOS NNOUT THE OSWTS PRIOR WAY CONSENT
15. ALL ERR SERNCS FOR NdIGAM MULDPIE RE9DRU CORLfNES CammAcA OR ADUflRAA EELOPW NT WU HAW
APPROWD BAaROW PREEIVCW A WCE M 057MR5 9E O E7EW EEG.
T& CONTRACTOR SHALL M OF ALL VALE LWARONS AND PROVDE WTTUN MOSOS TO INSPECTOR MNNDUROY UPON ASTALLARON
OF ✓AWLS
17. EE VALE$ WERE RIMED AT STREET S16MCBEWS SOUL E 1OC47fD AT RE ME WEAM POSSRE.
19 FIRE HRKMTS AS APPROVED BY THE APPRORAE FEE DISTRICT AND MEW NE DISTRICTS STANDARD SPEaRCANNS ARE 70
EWSTALLED A7 LOCA BOWS SE90 BY RE FIRE DISTRICT
19 ALL DE9GM CHANCES N IRE ERR SYSTEM SALE E APPROVED BY BE DISTRICT RcPRENTABE IN HITTING POOR 70 MNICROR
AND ACCEPTANCE E RE CHANGE
20 BE WATER SYSIEM SHALL E PRE SAE TESTED IN ACCORDANCE WN IE PROCEDURE IN AT OMAN STANDARD YETH CACARS THE
CLASS OF PIPE SAL E USED AS THE DE9GNIIS W07A'NC PRESSURE FOR UBNG ALL PPE VAL ES (COSED) AND APPURTENANCES
21. PMEUNES AMC APHAIENAM S ILL E OSMfCU N ACCORDANCE NP 4EC70 15041 OF RE OMMD STANDARD SEORG4 M
PRIOR 70 M-IN OR Cd6WCRON TO ERASING 5ISU FACIU ES BACRW09C OTAUN TEST MST 75 SALL MFORM TO ITT C07ERIA
960FE0 N THAT TIRFACAMN
DESCRIPTION: CIIYOTENODTASCPIOO(O58 -011)
LOCATION: SOUPIEST QUADRANT OF LONE✓ACR RD
AND COME LL LUNCH RD
AS -BUILT APPROVALS
4 -6 -20 FpU_SUCW0Rp
DATE F PLANNING
RECORD FROM: UNTINTASSMWYCaMa ElM04K /� Y•4.1L7
ELEVATION: 20116 DATUM: NAV I y ENGINEER DATE
12 CONTRACT RESM LRAMISS MUST BE OMMT10 PROP 70 FINAL ACCEPTANCE OF MMC. RE PLANS MUST
PROVIDE POST CONSTRUCRON CRITICAL 70 DE DE LOG MW AND MARON E PMTS AND APPURTENANCES.
2J CONTRACIOR SHALL GUARANTEE ALL WAK FOR A P907 OF ONE (1) WAR AFIFR IHE DAE O ACCEPTANCE FOR TIE
PROTECL CONTRACTOR SWL RIITAN OR REPLACE ANY CB ALL SUCH NW RXEDER NP ANY OBER WORK WON MAY
M INSP AtrD N SO DOUG THAT MAY PROW LETECR4E IN NVARMAM9MP AND/OR MATERIALS I6'DAV DE ONE -YEW
PE" FROM THE DALE E ACCEPTANCE WTIOUT EXPENSE WAWKR TO PE DISTRICT, 0 MANY NEAR AND TEAR
DWSUAL ABUSE OR NEGLECT EXCEPTED.
NSTRC RRNARON EERS SHALL BE.SRWD NP RECM0 INTER MESS PREWOSY AIPROVED M NRM BY BE
p4 pL�T.OFREo
fffi iIOYS RTRN(S' AND VAL WS SHALL BE WAX TAPE TRAPPED W ACCORDANCE NTH OWN) STANDARD
CONCREIEWASHOUT
CONTRACTOR SHALL ESTARM ND USE AN A0.WAATY 91ID CQVOLTE
WASHOUT ARM 10 CONTAIN WIMIT WASTES ON SITE IT IS ELEGL TO WASH C&QU& 209RY, MORTAR SRKCYI, PIASTER AND
RE LIKE INTO RE SARNIAMR OA'WYANCE SYSTEM OR ANY REMAINS EAR CONTRACTOR SAL P057 A SON GEMMING TIE
WASKXUT LOCATOM
CONSBIL120 CONSTRUCTION 9
A SITE. SHALL CNSTRUDE USE ARAWL SUCH HE PROWFD FOR WARDED RXESS AND S71H RG SIPLAI TRALKWG DINT OF
9E TINS SHALL NCLI/DE USWICWTExA 9lpl AS J' LM/9E0 0(MO A0/O7 CORRI/CATED STEEL PANRS/hA1ES
CON87RUCWN VEHICLES
A SPEW AREA AWAY FROM GUTTERS AND STORM DRAW SHALL M DESIGNATED FOR CONSIWCNN WHICTfS FARM ENCE
REFLEX AND ROUTINE EWITMOT MANAHANCE ALL MAAR ROARS SHALL REMADE OF-9E
EROSIOA'CONTITOL
EROSION CONTROL MOST E PROVIDED FOR ALL ROW ARFACES STOOD MASS ESPECIALLY SAL E PROEC71D AGAWST
EROSION BY INSTALLOYC OWN RESLSTANT SYWACES SUCH AS ER0510V CONTROL MATS ADEWAE WOMD COIfR Wa7ARON, AM)
BONDED FIBER MA NC
NO EXCAVATION AM) ORAMIC ACNWRS ARE ALLOED DOW NET EATER.
DIWRSYAN OAS SHALL E CONSTRUCTED P WOEi. ROW ARONO THE ON NW71ON SE CONTRACTOR SHALL PROTECT
ONAAWO.S' AGAINST RESIGN USING PHAI AYNT AND MMPGRAY EROSION CONTROL MEASURES
REMOVE DEW VEa7ANIN ONLY WEN ABSOOUTLY NECESSARY. LARGE ARO"75 STALL E COIOS'IC?W N PHASES TO AWW
UMELESSARY ABOOVAL OR HE W 9M MW OWE W NOT R90W TRIES OR SLAWS UNECEMaY,,' 71EY EDP DECREASE
FROSM
TEMPORARY Wa7AROR EST E PLNIDD ON SOLES OR WEE GO6TM WN IS NOT NDEOAIELY PIMWD FOR EROSION CON RO.
PORPOISE 909M WALL E PEENED BY PLANING FAST- LNOMWC ANNUAL AND PERNMAL GRASSES 70 SHRO AID MU TF
SOL
PLANT PDWANENT WCTADOV AS SOON AS PO.SS&Z LICE ENAVAIMN AID GRADING ACRWES ARE COIPIEE
NI AN USAGE FOR COST CONTROL SHALL E MNWWIED.
TRADING
GE ENC1MM5 ST]NIARR PMLU CONTRA. XOAEMEITS SET W MAY SHALL E AVAILABLE 10 EWRTAWAHUM ON 9E
ME PROKRrY ONNER(S) AID RE PRINT CONTRACTOR MUST INFORM SIURM7RACIORS ABOUT SIMANTER XOUIREMONIS AND TEAR
OW RESPONSIBILITIES
WASIEMAN4011 T
CONRACTOR STALL E RESPONSIXE FOR PROPERLY N59OSNC OF ALL WASTE AND ORUM CW MW70 MATERIALS GLOWING OR
HASID OR WASTE PROM775 ON THE OROAD WERE INTER CAN CARRY REM NIO BE CONEYWCE SYSTEW 6 STICKY
PRO10 D.
AT (MD) 714 -1195 FORWEORNARON ON LALFW AND AT ODOR aWSW CAL EDCO AT OWW) 4W4151.
POLLUTANTS SHAD E KEPT OF EXPOSD WAS S MIT 7RA91 CANS AND ECYCMC RECPTACES AROUW RE 91E
PORTME IMLEN MUST E IN 00 MING DIM AND 960E0 FRECLNNRY FOR LEAKS CONTRACT]? SOUL PROVIDE SECONDARY
CONTAMIENT AND LOGE PORFART nWE7S AWY FRAM ST]RWRAM MEIS ON PERM SURFACES
ALL OORS7 IRON DENNIS 91AL E KEPT AWAY FROM RE SWEET CUTTER AND SAVINTRAV. COVTRACTR MOST ROUGHLY CIEO
AND CLEAN LIP MATERIAL DMT MAYWW AAWLID AWY FROM CQNSIRUCTCN 9E
FOR MORE WORMARCN ON STCNWA/IX POLLUTION CONTROL MEASUSS AMC REQUIREMENTS PLEASE CONTACT RE ENCIEEING
DEPARTMENT, CITY OF EMMTTAS AT (760) &U3 27)0
IOTFMAnw
t RE MORE LAND LOG41M OF UNDERGROUND UAITY LIPS AMU STRUCTURES .SOON ON TEST PLANS NICE 03TAMEO BY A
SLAAOH OF AOANEE MOMOR 70 BE MST IF CN KNOMEDC I" AM NO EMSW UNI1ES EXCEPT AS 9DW ON NEW
HAMS HOWIAR TIE CONTRACTOR 6 REQUID N TAE M PMCAUDOWMRY MEASURES 70 A7oTi9 ANY E95067 UTNACS OR
SINCTAAS LOCATED AT TIE CORK SITE IT 5 THE CONTRACTORS RE70NMTY 70 CONTACT HE FOLOWIC OWERS OF SAID
UMIES OR SNUCRURES PRIOR 70 ANY DGVARN FOR ETMICAWN AND LOGTLN Or UTILITIES AND NOM70 OF
CpNEN(EMNT OR NORC-
A SEWS - CSC - ()60) SSl-2M
B GS AELECTRIC -SOLE - (760) NORM
C Al AR - OWN- (760) - W440
D TEIOWOW - SBC SELL - (70) 4&9 -Iii
E CAME W - COX COMAANATORS - (M) 805 -9MW .122J3
2 CONTRACTOR SOU NOTIFY AE CITY Cam's CONE 48 HORS POOP TO EG9WWNC ANY AORC ON OHS PROTECL
HAMS' (70) &U -17A.
J RE CONTRACTOR SHALL GTE 14 ROMS NOTE DV CALLS FOR AIRVZOI PHONE. (760) 6J. -1772 ALL MINK EMOWND
WAOUT MERT DE INSPECTION WILL E SMECT TO M,ECTIQV AND REMOVAL
IMPERIOUS AREA PANNE 70 CCNSTIACON- 592 M
IMPERNWS AREA AFTER CNSMUCRM 1,2115E
AK EASE AWEAM AREA- 1,711 W
AMCRNWS AREA R&RACEP 441 .7
BASER SING 2112 SF X 004 = RIB E
ACTUAL BIO-Rf 71M"NnWAR IN AEA = 90 9
OWNERS
,JOSEPH G RND
RUTH ANN EWO
MATTHEW A LE TOUWWAU
WCIWA :FAN RORO-SE TA NEAU
3450 GNAW ROAD,
ENWNI9 CA 91024
SREADORESS
J450 DOMAIN RGa
ENCNITAS CA 91014
ASSESSORSPARCELNQ
VaTITZIMU
DATEOFT1019OW HYSLNVEY
JANUARY 4 1019
LEGAL DESOMPIKIN
PARCE 1 OF PARCEL MAP Na 9174, IN RE CITY O ENCINTAS COUNTY O SAN AM
STATE OF CARIM FRED IN DE OFNE O BE COUNTY RECORDER O SAN DEW,
OCTOBER 19, 1979
.I..�r. �:ll,Y..i14
WON /TY MAP
NN
I HEREBY CFDFY RUF A REXIM SOWS GROYFLP OR GEOLOGIST HAS MILAN OF MVL BE RETANLO 70 SLPERNSE OVER ALL ORAONC ACTIVITY
AND AONS ON NE CNFACTRN AND STABILITY E RE 9E
I AEREBY AGES TO INDEMNIFY, DEFm AND HOLD Cry AND aM aTNERS ORDEALS BROUS; AID AONIS HARNESS FRAY, AND
AGAINST ANY AND ALL UAOURGS CLAWS DEMANDS CUSS O ACTORS LOSSES DAMAGES AV COSTS INCLUDING ALL OBIS OOMSE
RENO, ARM OUT O; OR N ANY MANER MECIED MCA YOR ANSCTY NN ANY ACTS OR OWSM D OWNER OR DINERS
,1075 EMLOXE S CCWRRACTORS SUBCONTRACTORS OTIOALS OPP= OR WW MARES FOR ANY AND ALL MINK OR CNSIRBCR N
CONNED W THE PENT OR CONNECTED GAMEY OR INDIRECDY TO THE POUT OR APPROVED PUNS NRW AE PNYAE PROPERTY OR PTDUC
EASDEN/S
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(679) 447 -4747
RE INDfR.96ED DaM ACTS THAT BE NORK PERFORMED BY BE ENGINEER STILL COMPLY NN 7E CENTRALLY AOC97ED
STANDARDS AID PRACNCES O BE EASPE lS TRADE OR PR07SSM.. TE ENGLMER FITTER ALIAS THAT NE WALK XXOTEO
HDEN SAL Of AT ACCORDANCE NP RE RULES AID RECJAAROS RECLINED BY TIE CITY OF LAMAS RG RE EXTENT NAT Of
ENGNEER CONTROLS SUCH "RMANLE TIE PROSPER ACRES THAT ANY HANaffa OR IF" PFRFOPMED BY RE CITY OF
ENONITAS M I7S CAPAttY AS A RAWAC ENTTY FOR RE RIMS PREPARED BY RE EMNWTR 6 NOT A XUM 70 BY AL COY OR
ENCWTAS OF RE EONICAL OMOMY OR AELVACY OF RE PUNS OR DESIGN A0 IT TEREFCIRE DES NOT REEW DE
ENGINEER OF RE9'OWSOI11IY FOR THE PLANS OR OEWN OF AWMOWMNNTS WED IN ROON THE ENGINEER AGREES' 70 NOAWIFY AID
HOD HARMLESS RE CITY O ENCIMT45 AND ITS OPHCER.S AGENT$ AM) EMMOWES PROW PROPERLY DAMAGE OR MY INJINY
ARMG SOLELY FROM BE NEGLIGENT ACA$ ERRORS OR OMISSIONS E 7E &HWEER AND HIS/ER AG97S OR BROUS ACING
NUN PE COINS, A /ID SCO-P(E /. �OFSSAW AGONLY AND EMPLOYMENT AND AMSNC OUT O'�I,(E�W�NjK�PERIGORD B,YY 71E DOER.
MARNE 4N4ENTL SANG
COMPANY .SAAFO fNOIEERNG NC No. 4417
S: 3
ADDRES 171 SAXON ROAD, SE 1IJ LNOWTAS CA 92014 > 06 -30-19
PHONE NUMBER (ATO) 476 -0660 A AF
RCE EIPSE9 61JO119 F q I
OF CAl F
EARTHWORKdMTA
STEEPEST O15DIC NA ANAL SOPE ON-SE = IS It 1 V
NAmm WRNCM GEPP E 0T = 6 FEET (QUT58E aum)
MAI IN WRRCAL OOPP E FILL = J FEET
CUT = 140 CY
FILL =140 CY P'n
EAPORT= 1W Cr
Rafm = 405 CY (2' REMOVAL AID RECOIRAc7m HWYH BEMLNC AREAS AND 5' ouw OdTNG ama BY SOL ENH IEER) MANDE0 AEA = 650 W
BMP PROJECT STATUS
STANDARD
iAMPO
NC. INC.
9i291j IYMFI$ G Ddl1F
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PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION ULIVMNKAIN MUKIUIYAL WAICK ENCINITAS FIRE DEPARTMENT
DISTRICT
POTA&E WATER SYST:AR APPROVAL
nOMIID NDf
s (IoW ha w 4 -2b -1 '1.24.14 #1410i&e6ke*� 4113119
SIGN ATE L+NA`T€ SIGN DA SIG I DATE SIGN DATE z
NOTE S(AIAARE EAPIMS 2 WARS AFTER DAE
DESIGN D BY. I DRAWN aF ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
3LANS PREPARED UNDER SUPERV,JS /N OF RECOMMEND D:SOP A OVED: SIMPLIFIED GRADING PLAN
// Y� (% FOR: 3450 BUMANN ROAD
aw DAB I dE of wENs ED MEIN ROMOILETORNEAU ACCESSORY DWELLING UNIT 14213 -SG
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EXP. */2119 ENGINEER'S NAME DA
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DATE PLANNING CASE NO: AIA1
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I
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I ° PAP. J9.2` 9. PR07ECT CONCRETE DITCI IN PLACE
1507• 4 EXISTING EASEMENT FOR PUBLIC UTILITIES AND INGOENTAL 4 1:1 a / / 74'3 � 3 � �0 I0. DEMOLISH CONCRETE OTGI
GEl coNCRETe DiCcry y _ !F3 , }�J� 539 x J
SYSB NO. 53 52 RECORDED DECEMBER 26, 1979 AS INSi7NMFN/� e ® _ } NO'Affid G 'p F C 10 � p�E
` 1 NO 577510 OF OR \® /a / / TI6 AREA 1 0 ! = / NCO /JCR YYY 5r(p$ \ �\ It REMOTE STEEL POST
q (E) WTR S EXISTING EASEMENT FOR ROAD, PUNIC UTILITY PURPOSES Q L /f I75° p - 0Vb . VABpM. 2 < S' /� 5y1� I� ti0 x ✓' i% / / J�� tea, AO�C \ V i2 PROTECT RESIDENCE IN PLACE
y 11 (E) GA5 .I}� AND INGDENTAL PURPOSE$ RECORDED MARCH 3i, I980 AS o 0 / }\6 WALL ( -jA I a 1 \ AL/Slpd \ i3 PR07ECT POKER POLE IN PLACE
1 ffi T -� lF) CONCRETE WILL N. PROTECT 4" OKRfLOW PIPES
\ INSTRUMENT NO. 80- LIONSEO.R.
\ o \ Drtcn \ y 3 I L 3142 k ZB2. \ ' y f 1 15. PROTECT WATER MEYER IN -PLACE
7507' \ 6 EX7STINC EASEMENT FOR ROAD, PUBLIC UTILI1Y PURPOSES I x x
_ / / -� 37/B -GRAM \ \ 1 16. PROTECT FlRE HYDRANT IN PLACE
SYSB (E) COURTYARD AND INGDENTAL PURPOSE$ RECORDED JANUARY 20, 1984 1507�'SYSI? LAN x \
J AS INSTRUMENT NO 84 23695 OF OR 1 2 / C 0 15 * -� NEW IMPROVEMENTS ❑
3
It (E) Corvc PATIO-,) I 2 pyS)/PO p} - 2 0783 X778 30774 q p7AW PIPE KmI
7 EAISTWC EASEMENT FOR SERER AND INGOENTAL PURPO.g$ g / / e �Z E p0 2 \ \ I. NEW DETACHED ACCESSORY DWELLING UNIT
AD
RECORDED SEPIEMBER 17 1999 AS INSTRUMENT NO / �� l 2 NEW CONCRETE STAIRS ON GRADE
\ ( 99- 637377 LY °.R. \ 'R / - / � U P 15 ♦ 1 MUCH MP/ 3 NEW CONCRETE HARDSCAPE, SCE CONSTRUCTION NOTE NO 8
4u ENTRY 4 I / �� 9 $ 4 DIED
S38 ?14.N4 Dz�' NEW SPORE COURT PEWABLE PAVEMENT. CONSTRUCT PERMEABLE
(E) SINGLE FAMILY fR JEW 2 $PONI ROUT COURT (S69A BY CRYSTAL TURF) OM ACTE 2^ CLEAN SANS OTE
RESIDENCE (f) CONCOm 9 0 x 30774 x30719 � 07 I x MINIMUN 6' CP 5,14° CRA4£L 04£R COMPACTED BASE, UNLESS N
1 6.828 5.F. FIR5T FLR. 'l DRIVEWAY
9 IT 0 �S S 501.7 OIWRW.W BY SGL ENGINEER CONSTRUCT SUB°RAWS UNDER
H CCNC OWV BW 3061 PERMEABLE SPORT COURT IF REQUIRED BY SGL ENGINEER
2915.F. 2nd FLOOR \ 1 �0 O PROTECT Am"AY 5 NEW PERMEABLE ARTIFICIAL TURF CONSTRUCT(CORONADO PLAY BY
{ — / H 0 /
IN-PLACE - SYNSCAPES) OVER 1° CLEAN SAND OVER MINIMUM 6° OF 3/4° G7AYEL
\ G a /
(E) 15' -0' MIN. ` 9 i OVER COMPACTED BAS[ UNLESS NOTED OTHERWISE BY SOUL ENGNEER.
51DE 5ET13ACK 5 10 ✓ CONSTRUCT SUNORAINS UNDER TURF IF REQUIRED BY SOUL ENGINEER.
/ 1 6. Nor USED
❑ 70 7NE l 7 JO6&E 1 )0150 Z NEW SPLIT -FACE MASONRY RETAINING WALL PER CORSO C -6 WATER
SEE EN
i aRON GARD x
TGY E PROOFING PER ARCHITECT l)P
\ E WALK O B
��CONC PATIO— I, m 2 � ) i
0 1 I 6 NEW A/C UNIT AREA PER C CUTE f PLAN
(E) 15' -O' MIN. \ � � . � 9 6° C(INC MASONRY OR PCC CUT OFF WALL N11N NO f001WC AROUND
/ DRAINAGE FLOW 3 RDfS OF NEW PCWPGN OF BASIN.
51DE SETBACK _ �(E)uwN ARROW EYE) 9 1
_ _ _ _ _ 1 N 9I 1500, S B 10 NEW PLANTER AREA
17. NEW SPLIT -FACE MASONRY RETAINING WALL PER SDRSD C -I. WATER
1 — �(EYPOOLfABANA-
PROOFING PER ARCHITECT (EP)
12 KEYSTONE SPUR FACE RETAINING WALL J FEET MAXIMUM HEIGHT
I� — / °a 0�6 I \ � 9 13 NEW J' WIDE DECOMPOSED GRANITE PATH
(E) 5WALE / 3 Q \ 14 NEW STAIRS PER MOBILITIES PLAN
(E) CONCRETE DITCN `( \ y �7' �' \ 15 NEW WALL PER STRUCTURAL DESIGN SCE STRUCTURAL PLANS MADE
\ (E) POOL > PART OF THE BUILDING SET
I I IPP��
11 L� m J nn — — _ J j N �pO�0.0FESS S /p y c I IL-.
DROEEEO
o 304 10 0 10 20 AINORM MATE QUALITY O
❑ R MIN) STORM GRAIN PIPE
®i$ ROPE MIN
2204 44173 A SCALE 1" 10' 1 BROW GTCLI PER SOR9 0-7 5 (T)PE B)
3 11° X12° PRIYA7E CATCI BA57N BY NDS OP APPROVED EQUAL
4 PRIVATE 4" DIA PERFORATED SUB DRAIN PIPE AT IT SLOPE MIN
R) NATURAL
_J �- / \ 1 0 (> '-OF CAL \FOQ - I \ UTILITIES a` 94 w"` QQ4W4GWINE ArIA00
_ (E) A5PnAiT ` \ L PRIVATE 4° GA PVC SENER LATERAL 0 2R.4LPE MW 6 CONSTRUCT 90 S` ADDITIONAL 610- REIENRON BASIN PER DETAIL $^
1805,3 x� !' ROCK WALL — - �EWAr 2 APPROXIMATE LOCATOR OF SERER TIE-IN 7 4° PERFOPAlEO PIC (SG/40) WiTIl MINIMUM IFi3/F7 314" [RAIEL ALL
f1ER i — - - �� - - o DEEP ROOTED, DENSE DROUGHT 3 S/4- WATER SRNCE NRAPFED IN MINE 140 FABRIC .ROPE N DRAIN 0 I$ MIN TO OUTLET
TOLERANT PLANTING SUITABLE 8 14'X14° PCC BROOKS TYPE CATCH BASIN NTH STEEL CRA IT
8 d FH g r - - - - - - - - - - - - - 24° MW GRASS OU TURF UNfD FOR WELL DRAINED SOIL 4. APPROXIMATE LOCATOR OF WATER TIE -IN
'7i' < iW 1793 .) OPTION OVER LANDLOK PLANTED 18" OF MIN 5 SEWR CLIANOUT PER GORDO SC -1 9 11° PVC (SDR -35 MIN) STORM DRAIN PIPE M I$ ROPE MW.
ROCK -LINED OPTION TURF RfWFORCfMENT
' - 17' 787 4^ BOLL 5- FOR A OVER ORHEXTIE LINING WHEN ROPE EXCEEDS 1Y 10 6" PAT (SOR -35 MIN) STORM GRAIN PIPE ®I$ ROPE MIN.
`" A ROX L(('ARON OF 4 7 5— — —
177g6 g g— DEEP ROOTED, DENSE ITABLE It BASINNT BBE CLEANED BARN PER PERMIT NO/
LT BUILD-UP EXISTING
7 ;; I S 5 2 8° PVC MAIN TOLERANT PLANTING SUITABLE o
\ _ - / \ / \ / \/ a i MA / / / \ BARN 70 BE CLEANED & EXCAVAiEO 04' OF RLI BUILD -UP TO A
GUARDRAIL PER ' \ \ \ \ i � 2 � ".' \\ \\ \\ \ FOR HELL DRAINED SOIL CONSTRUCTION NOTES.'
B 11 'L169 /-I. I \_� - --- - -� - -- _ _ / ARCN /1EC]5 PLAN \ / / \ \ / / \ \ / / \\ / \\ p�/ \\ / / \ \ / / \ \ / / \ \/ PLANE°18"OF MIN ��ll% 7 °- 3 °CI°HARON007 MULGI BASIN FG 1768, K 1771 m
6 i MULTI IN K ry F - - III / / \ / / \ / / \/ \ //\ 1% / / \ / / \ / / \ / / \ //\ �'W 1 EXISTING TOPOGRAPHY WIAN ME ADO AREA AND BOUNDARY DATA TOWN HEREON PROVIDED BY SAMPO ENCNEENNG, BIG ON N
FD 3/4° M RL7 8250 TREE P / \ \ / \ \/ \ / \ \ / \ \.\ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \/ 810- RETENTION BA57N .0 t ®pVD' JANUARY 25, 1019 a
PROTECTW P1ACE -1j`Sd h 7B93Ti 14611' - 13 y,5% f% x / /�� \\ \ \/ � / \� / \ \ / / \\ \ \ / \ \ / / \ \ / / \ \ / / \ \ / / \ \� // WL= 27720 31 MAX %pE5 q;ON,OWGE 2 ALL AN -91E STORM DRAIN, ORAINAGf SWAYS, AND SUP AREAS ARE PRIVATE AND SHALL SE MAINTAINED BY THE PROPERTY OMVER
3" PR ALAL CONDUIT MULTI TRUNK x 274.96 I - 1TyJ q /� / /� / /� / /i //i / /i / /i / /i / /� / /� //\ fC =276.8 \ 2777 N 31 ppOhG � ENG�RA �ALLS"Of° RMINE �AMA�A��RVPO���� �UCPOW DUE N EXISPNC GRADES AND SpL ENGNEER RfCOMdMENOAPONS a
FF KEY MAP TI 1= III =11I BIA1 =2735 � /x /\/ . IF 771 4 NN 7 5 IN7 AN CAPIN A AS PRI 7 LIAR 7 M P ACTION OF THE CITY ENGNEER
ArwrRisER scA(EI ° -1D' =`p6- 111= 1i1 =1i1= TYPICAL ROCK OR G, AS IVIED DRAINAGE SWAGE MAar°grAlsn "rici0 \ Z ° "fN�GARmsa( WARIt°A'rsu>o�°i'AQiaR° Rif, �aSOSHA�iN "�rOR,ut�`ro�Aeulu`c°FOUn�OAnGa m
STEEL POKER PGf /..\ I I =" }h'I II I5, L - - 5 ALL EXISTING AND PROPOSED UTILITY LINES SERVING THE SUBJECT PROPERTY SHALL BE INSTALLED UNDERGROUND o
200' S NOTES NIS A 01I P 14° MIN 4/" EXPIRED ROCK 6. C'ON7RACTTOO/R TO IDEA If AND SPHRgO`TLECTTT IN PLACE AALLI EALLSI ZN�C �FIMTER TRACES AND pWAANTERRBfMEAR7Spf5rR�YED gIp(( Bf
UNLESS NOTED OiNERINSE B 91L , Elf 1 Elf= ° - 1. fOR ROGf -RED ON,NARALL GEOIEXMNtlVEN MON MINE EEO7FXTILE (N0. IIIF O7 EQUAL) NHEN ROPE v ? 7 aBY �Xjo�AND SURVEYOR AND ACC07NER RECORD (1R RECORD CF SURKY SNALQ BE BLED NiM iNE COUNTY PRIOR TO
5 SGL ENGNEER GRANULAR ll -EL Ill - y �GW�,/R`TF gOFpq�/G qNp pgRO� q/qI/ T4pT gF ��g� R/q pCC pyp y Gy T4 �p�p q�IHF OFp �qRI J yq o,
13 760 (NON - EXPANSIVE) SOIL MAY BE USED -- Elf -Lj- :.a EXISTING EXCEED
ZSS 0 OR NRf CP ON, INSTALL LANOLOK i1RM 45° N EINFORCf1kNT MA7 NNEN RC9'E EXCES 5X *00- RETENTION ENGINEERED SGL LAYER SHAD BE MINIMUM 14^ DEEPSANDY LOAM SGL MlX INPI NO MORE gO1H DIRECPOYJS OIER flECOMIPACIED NATIVE SUBG4AOf SOILN �NLESS DEIERMINEDf01HERINff BY S°IL M(�YNEER. °.MNNTSEASNbB° O.0 IN @ 0 Z 1 EXISTING 2 - - fO7 BAG;FlLL BEN /NO 7Hf RfTA /N /NC _fff =fff ; GRO'/ND THAN 5S llAY CONTENT. THE MIX SHAU CONTAIN 5° -6 °%SAND, 20- 30%COMPOST OR HARON007 MULL( E
F - h WA((S Nf LIGHT 7AN/BR01NN RLTY =�_ AND 10 -JO$ TOPSOIL. ME EFEECPVE AREA OF NE BASIN SHALL BE LEIR. PERCCAT M 5-AR MIN REINORCEMEN PER SGL ENGINEER. ^ _ ` 7MIN - alOUND UNLESS NOTED OIHERWSE BY THE SOIL= 0 7 =� - - 9 SEE SHEET 3 FOR TEMPORARY EROSION CONTROL MEASURES AND CONSTRUCTION BEST MANAGEMENT PRACTICES 1i u ' - `� IA" °5 AAS BAf IL MA ARf ,ll =f� ,ll BIO— RETENTION BASIN DETAIL lll�llalla- 1AI IIF 1= OIL MA YR GRANULAR (NOR- EXPANSIK)ff= 05% p SOTABLf AS BAG;Fl((MA7ERIA( fff =lll ll Ill- 1 A O W I i W G A I 0 °I• Nk o
=I1� 111- SGL MAYL7f u8fO F07 BAG;FlU L7EHWD= — _ _ m =m m m >J — &E�'�'fx`& DIN &dEdl� 'NOG F f,I�Lf. �' c£ Al E1 ' ,NQkI�G X,W - DAL 'A£�"d�'�'i� 'PTA INdP2f8,( EdV' •I la -_ I� I� F IL ACCESS ROADS SHALL BE DE96NED AND MAINTAIN TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75000 POUNDS n AII�II- II �II�II_ NE RfTANINC watts Nf ucNr_ Ill =Ill LI LI =II =LIIll =Ill Ill Ill= - - I TUTS � Q a � s
III II�II �II�' TAN/BRONN RLry SANDS AVAILABLE Lw11= = Ill =Ill Ill =1) - _ -_ - Q �pK TH /��q p/7Op�pry TH r �,p i �� i
- ,...: �j� -� - - - - 700 r0 DAYLIGHT MI � N
NI FIR A A N ()NN iHtSE PLAN I P 7 NY i
RTE ARE SUITABLE AS BACKFU MATEAt - - I p 7R P Qy'L'A�NpSIII E y( Ir A P7Ep N S �� pN� p7NFpp�� (N7 u ° i
I5, LJ LJ L G - L -11 LJ LJ L= q PR' I A A lHf PR(ACr UU 71 REQU�REO PERMITS 5 (.g7AlNE I D 70 NY7Y IS NOSTUFON p
RE
LL CROSS SECTI C WALL CROSS SECTON D WALL CROSS SECTION E
RE
i ° =J' 1 ^ =7' D I • -J• NEW SHEET A I -AGRK T BE ISSUED FOR
HEREON ARE APPROXMAIE CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION
CHANCE No. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS K ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
A5 -Bats I INT. IDATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: SIMPLIFIED GRADING PLAN
DESCRIPTION: CVINKSTCNITASCP1010MJAC111 ( ,! —y h6 -27 PUBLIC WORKS DATE: 4/25/19 ^n EoR: 3450 BUMANN ROAD g
LOCATION: SOU1HNfSi QUADRANT CP (OMIE JACA'RD NA - -- 4 FOR
AND DOUBLE LL RANCH RD MNC NT r Po DATE __ A —Y JESSE OWENS EDWARD J. WIMMER ROMO /LETORNEAU ACCESSORY DWELLING UNIT 14213 -SG p
PLANNING NA - R.C.E. NO.: 44173
RECORD FROM: LNCINIlA$SUDATU 47R0l AVD8R NNCENT L. SAMPo CITY ENGINEER APR: 264- 101 -62 -00 2p
ELEVATION: 20316 DATUM: NAVD88 °T' REVIEWER MT 4/8 4/$/2020
CI NGINEER DATE INSPECTOR MT 4/$ ENGINEER'S NAME EXP.: 61JO/19 DATE DATE PLANNING CASE N0: SHEET 2 OF 3
J
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-
I •.I 6,L128 S.F. FIRST FLR. � - ". DRIVeVAr
\ 1 291 5.F. 2nd FLOOR
1 ` 2G O'
\ (E) I S' -O" MIN.
51DE 5ETBACK
El I
❑ \
I\ II \��CONCPATIO J
�--- _ 4444- �
I
(E) 5-9 MIN. -(EI S7AKMJ
51DE SETBACK 1 DR (I flout
\ -:. —ARROW 01"P)
/�.(f)TOOLGABANA- PER 0.RK Y CASW QETAC 1 n
77 -1 v
(E) 5WALE
I (
(f) CONCeETE DTCH (E) POOL
/L \
I
2h, 04
r
FnumRWrorA7Aetra s';•'
r
DETAIL 9-10 1 –
_ / A (B ASWAY
28OJ7 TRAlMTWR INLBEIXONSWI MU DRIVEWAY
14 WATf'��OlAS DfSCSYC fU.gNS' CWWG CrW$iRNCTKAV. 1' - -
�'RE SaT $NKL & CQYHfIi(Y REMOVED AND THE
-L. 7925 SMARABW SAANS COMPIEED WC'FRUL 97E ___ _ - - -mac- .-
Tur"Y9.TFfNQ dExI AB/RA79W 6 ACAEWA FROM TO OCCUPANCY - --
W F NAL
FER A7Att YOM gAC PNG Bash I A —PPRax LvfM (L-- —S.- - —s— —
2772 x 11r.4s C�—O— — —6- e'�ruc MAIN \
\ 7EM mw arKLO)to&aCY
a 1�6' _ SW lfR R7A[k'd CAS'W_ 4444- '- - - --
4x� RD TRUNK e I DETALSE-4 - -1 --
i NBIO9'51E 14511' \
J' YEROCA CWWN MULO T? zx 27496
S= PoMER W J ATAT RLSER I 1 KEY MAP
I SCALE 1•,20'
I I
a; !a.
PROIfCDW PER DEALT
SE WOW SIWMWAIER WARTY
A5500ARON (CASOA) STANDARD DWG NO
77-1 FOR AWABWAC ATURIIA VON
IOM%
10
0
r
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WIN AS RE0'AI
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/(E) CONIC PATIO n
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-
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\ 1 291 5.F. 2nd FLOOR
1 ` 2G O'
\ (E) I S' -O" MIN.
51DE 5ETBACK
El I
❑ \
I\ II \��CONCPATIO J
�--- _ 4444- �
I
(E) 5-9 MIN. -(EI S7AKMJ
51DE SETBACK 1 DR (I flout
\ -:. —ARROW 01"P)
/�.(f)TOOLGABANA- PER 0.RK Y CASW QETAC 1 n
77 -1 v
(E) 5WALE
I (
(f) CONCeETE DTCH (E) POOL
/L \
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14 WATf'��OlAS DfSCSYC fU.gNS' CWWG CrW$iRNCTKAV. 1' - -
�'RE SaT $NKL & CQYHfIi(Y REMOVED AND THE
-L. 7925 SMARABW SAANS COMPIEED WC'FRUL 97E ___ _ - - -mac- .-
Tur"Y9.TFfNQ dExI AB/RA79W 6 ACAEWA FROM TO OCCUPANCY - --
W F NAL
FER A7Att YOM gAC PNG Bash I A —PPRax LvfM (L-- —S.- - —s— —
2772 x 11r.4s C�—O— — —6- e'�ruc MAIN \
\ 7EM mw arKLO)to&aCY
a 1�6' _ SW lfR R7A[k'd CAS'W_ 4444- '- - - --
4x� RD TRUNK e I DETALSE-4 - -1 --
i NBIO9'51E 14511' \
J' YEROCA CWWN MULO T? zx 27496
S= PoMER W J ATAT RLSER I 1 KEY MAP
I SCALE 1•,20'
I I
a; !a.
PROIfCDW PER DEALT
SE WOW SIWMWAIER WARTY
A5500ARON (CASOA) STANDARD DWG NO
77-1 FOR AWABWAC ATURIIA VON
IOM%
10
0
r
20
WIN AS RE0'AI
E
y
TO ACCUM1E
1"
- 20'
ANTRWAIED
fiber rail
IRAFFIC
y
long a " contour.
/24•
ENTRENCHMENT DETAIL
SIM PAAN ELS
S7EEL. PN
y
25' IMF
FIBER
MAU ENIX ORIV I
TYPICAL STABILIZED CONSTRUCTION ENTRANCE n
NO sruE '
NOTE CRAM wsPECTW MAY ALLOW CaeRI
STILL PANELS 0MY NNOUT AG(41EGAIE
20
10
0
r
20
40
E
y
SCALE:
1"
- 20'
ALONG THE LINE IX POSTS
HE
CHANGE NO. DESCRIPTION APPROVED1 DATE I BENCHMARK AS -BUILT APPROVALS UILNU U LIT: 1 UKAWN 1:11
AS -BUILT IJ Q - INT. DATE PLANS PREPARED UNDEF
DESCRIPTION: dlY6rENCWADRAYlOLWJ 40/71 4 -6 -20
LOCATION: SWTNMEb'T WA7:WN7WLCk d4IX RD PUBLIC WORKS NA �, S� n
Ay70CAYfu RANDY A'A
EN E R• N M DATE PLANNING NA - !'� ----'t A
-- RECORD FROM: DOW ,SUIT CWIRC NE7NWY WNCNT L SAMPo
_. ELEVATION: �Q i3: 6 DAN.: NAVD88 -aI - REVIEWER JQO 4/8 ENGINEER'S NAME
GINEER DATE INSPECTOR MT 4/8
_MAIN II ITNIE _x TfT7_v me -x— —x-
RM 31"YfBFM7[
M ATM ✓WSW A7A
Z-5
TYPICAL FIBER ROLL INSTALLATION
N.T.S.
Fiber roll
200 mm min
9
SSE C4LFMA STOID IER WAC7Y
Ee
r
ASXM/ARW (WSW) STANDARD OXG ND
4' WIDE X 4' DEEP
E
y
IRONLW
LINE FRPO AND
Note:
an
y ,M1R . �
ALONG THE LINE IX POSTS
HE
fiber rail
y III
e
y
long a " contour.
/24•
ENTRENCHMENT DETAIL
\�WOmv FASNC WAVEL RAGS
y
STAC(FRLD (TAP.)
FIBER
ROLLS ENTRENCHMENT DETAIL
PP
II�
y
y
y
y
W y
IDEXTEND
THE POSTS AND EXTEND
2'X2wk4�WEN INTO [HE TRENCH.
'
Fiber rolls
y
APPROKD
�ry
y
MIA
y y
0m
y
/'III
y
�4
y y
Vertical spacing
ee p1'y
"
measurecl along the
P
y
face of the slope
varies between
Install a fiber mll near
2.4 m and 6.0 m
elope where it transitions
I
l
into a steeper slope
TYPICAL FIBER ROLL INSTALLATION
N.T.S.
Fiber roll
200 mm min
9
14" 4410E (MW.f WW WfINNC
SSE C4LFMA STOID IER WAC7Y
Ee
mm x
ASXM/ARW (WSW) STANDARD OXG ND
4' WIDE X 4' DEEP
E
T -4 EW ADA7KNIAC WOWAPON
IRONLW
LINE FRPO AND
wmm o
od stakes
ALONG THE LINE IX POSTS
HE
max m
r
spacing ng
/24•
ENTRENCHMENT DETAIL
\�WOmv FASNC WAVEL RAGS
N.T.S.
STAC(FRLD (TAP.)
FIBER
ROLLS ENTRENCHMENT DETAIL
DAM
J
1. ATTACH THE MATERIAL TO
NO SCALE
NR
14" 4410E (MW.f WW WfINNC
SSE C4LFMA STOID IER WAC7Y
1. SET POSTS AND IXCAVAIE A
IOM DRANAGE 06ERR.OW
ASXM/ARW (WSW) STANDARD OXG ND
4' WIDE X 4' DEEP
1 BAGS FgC,W (TIP.) WHERE NECSSARY
T -4 EW ADA7KNIAC WOWAPON
IRONLW
LINE FRPO AND
ALONG THE LINE IX POSTS
HE
r
/24•
—III=
\�WOmv FASNC WAVEL RAGS
STAC(FRLD (TAP.)
4 INCHES
TYPICAL VELOCITY CHECK
DAM
1. ATTACH THE MATERIAL TO
NO SCALE
G
IDEXTEND
THE POSTS AND EXTEND
2'X2wk4�WEN INTO [HE TRENCH.
POST OR
APPROKD
MIA
4• PIC TILE FOR DRAINAGE SEE fALYORM STWMOu WACTY
DEPfNDRIG W fifl0 L'LMA'TILWS'� ASSOCATO (WSW) STANDARD OW NO
9-10 FOR ADDITIONAL WORWRON
Fi. l.' 7.' 7 (d d.' L L F i L 7. T d
TYPICAL INLET PROTECTION n
NO $DALE H
DIVISION APPROVALS
SUPER; 10� OF RECD AMENDED:S(� A OVE '
DATE: I
R.C.E. NO.: 44177 JESSE OWENS -EDWARD MMER
you /Eg C ENGI R
EXP.: 5/70/79 DATE T DATE
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