2019-14418 G (Plans)RIMTOFWAYN07F
OVER IS TO OBTAIN A CWSTRUCRW PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO MIND IN THE
PUBLIC RIGHT OF WAY. FAILURE O 00 SO FULL RESULT IN ISSUANCE OF A STOP WORK NOME AND DOUBLE PERMIT FEES IT IS THE
RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS
DR41NAGEN07F
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES
FOR A MINIMUM OF 5 FEET AT 1 PERGENT AND BE COMEYED TO AN APPROVED DRAINAGE FACILITY.
LITKIT(N07E
ALL ORIOLES ERWNG THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THESE PANS THE STANDARD SPEORCAROMS FOR PUBLIC AWS CWSTRUCIIOY,
THE DESIGN CONSTRUCTION STANDARDS OF RE CITY OF ENCINIT S AND THE SAN DIEGO AREA REC40NAL STANDARD DRAWINGS ANY
CHANGES OR REMSIONS THEREFROM SHALL BE APPROVED BY ME CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
3 SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN
CONJUNCTION WW IMPROVEMENT PLANS
4 WRITTEN PERMISSION SHALL E OBTAINED FOR ANY OFTSITE ORAONG.
5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REWIRED TO PROTECT ADJACENT PROPERTIES WRING GRADING OPERARONS
ANYTHING DAMAGED OR DESTROYED SHALL E REPLACED OR REPAIRED TO CONDITION
EXSTING PRIOR TO GRALNNC
6. THE DEVELOPER SHALL E RESTONSRE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE
RE- ESTABLISHED AND REPLACED BY A REGISTERED OAK ENGINEER OR A LENSED LAND S'UMEYOR.
7 THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY FOES INCLUDING SHORING, AND -WALL E RESPON98LE
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS
IT GRADING AND EQUIPMENT OPERATING NTHNN ONE -HALF 7 7 MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT E
CONDUCTED BETWEEN ME HOURS OF 530 P.M AND 7..30 Alf. SATURDAYS SUNDAYS AND CITY RECOGV12ED HOLIDAYS
9. NO GRADING OPERATIONS 9/ALL COMMENCE UNOL A PRE- CONSNUCTON MEERNG HAS BEEN HELD ON-TE WW ME FOLLONNG
PEOPLE PRESENT.. CITY INSPECTOR, OWL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE ME PRE- CONSIRUCRON
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770
10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION 97E WITHIN THIS PROJECT THE DEVELOPER
SHALL SUBMIT TO WW ALL CONDITIONS AND REQUIREMENTS THE FROM ENGINEER MAY
IMPOSE WIN PROPOSED THE NAB NGTHEEATIN. DEVELOPER SHALL COMFY
11, UPON FINAL COMPLETION E THE AM UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL
RFIF47 OF SI"OURITY AN AS GIAEO fFRnnr.ATHN° WAIT RF PROWEO STAPNG °PIF ounmof. LINER PERMIT NO tare -0 HAS
13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROWDE POSIPW DRAINAGE AND PREVENT PWDING OF
WATER HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING TROPISM OR FINISHED WORK ON THE 97E AND
SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION E FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND
EROSION CONTROL MEASURES HA IE BEEN INSTALLED
E THE CONTRACTORS RESPONSIBILITY TO PLACE, WAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WIN SPECIFICATIONS
THE
FROM
PRIOR
19 AS SPEOFIE) BY CALIFORNIA HEALTH AND SAFETY CODE ECDON 7050.5 IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE
DURING CONSTRUCTION AOTIVITY. THE PERSON RESPONSIBLE FOR THE EXCI✓A OW. OR HIS OR HER AUTHORIZED REPRESENTARK SHALL
EROSWNCONTRM
l IN CASE EMERGENCY NORK IS REWIRED, CONTACT CHAD DELUDE AT (760) 613 -1145, 14 HOURS A DAY
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL MMES WRING THE RAINY SEASON (OCTOBER i
TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON 97E W OCTOBER I AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CON57RUCPON E TEMPORARY EROSION CONTROL MEASURES WHEN RAM' IS IMMINENT
3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WIHOUT ME APPROVAL OF THE ENGINEERING INSPECTOR
4 ME CONTRACTOR SHALL RESTORE ALL E9090Y CONTROL EWES TO WORKING ORDER TO ME SATISFACTION OF ME CITY ENGINEER
AFTER EACH RUN -OFT PRODUCING RAINFALL.
5 ME CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY ME CITY ENGINEER DUE TO AN
INCOMPLETE GRADING OPERA RCN OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE
6 ME CONTRACTOR SHALL BE RESPONSIBLE AND _TALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS
MAT ARE UNSAFE OR ARE P07ENNALIY UNSAFE,
7 ALL EROSION CONTROL MEASURES PRODDED PER THE APPROVED GRADING PLAN 9/ALL BE INCORPORATED HEREON
B GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM ME FACE OF 90PE AT THE CONCLUSION OF EACH WORK
DAY.
9. ALL REMOVABLE PROTECTIVE EWES WOW SHALL E IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
PROBABILDY FORECAST EXCEEDS FORTY PERCENT (401). SILT AND OTHER DEBRIS SHALL E REMOVED AFTER EACH RAINFALL.
i. FOR STORM WATER POLLUTW CONTROL PURPOSES ALL RUNOFF FROM ALL IMPEROWS SURFACES INCLUDING ROOF DRAINS SHALL
DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC
STORY DRAW SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT E MODIFIED WITHOUT A PERMIT
FROM THE OTY.
J. ALL IMPERVIOUS AREAS MIAN THE SITE SHALL DRAIN TO APPROVED BUR/WP FACTURES AND /OR TO TURF OR LANDSCAPED AREAS
WW ADEQUATE GROUNEOVER PRIOR TO DISCHARGE FROM THE SITE ALL NPERWOUS AREAS MUST SLOPE TOWARD THE APPROVED
BMP/NMP FACILITY AND /OR THE NE11ANDSCAPED AREAS
4 NO DRAINS WALL E INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW I" HE DRAIN
DISCHARGES TO AN AEWATE IMP/BMP.
5 ORREWA6 SHALL HA I A MINIMUM 29 CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAWAE SYSTEM
THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP.
C. ALL STORMWAIER IMEIIIW FACILITIES SHOW HEREON SHALL NOT BE MODIFIED OR ALM WTHQUT A PERMIT FROM THE CITY.
7 THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN W THIS PLAN MAY REWIRE MAT THIS PLAN BE REVISED OR
THAT A STRAIN TE ENGINEERING PERMIT BE OBTAINED.
B ALL DUSTING AND PROPOSED TRASH ENCL05URE5 SHALL BE FRIED TO COMPLY WIN STORM WATER EST MANAGEMENT PRACTICE
REQUIREMENTS THE TRASH ENCLOSURES SNAIL HAVE AN IMPERVIOUS NON CONDUCTIBLE ROOF THAT NU NOT ALLOW RAIN WATER TO
ENTER THE ENCLOSURE THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE A DORM SHALL BE INSTALLED AT ALL
OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUAIPSNA? AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
7RA9I ENCLOSURE AREA THE BERM CAN E CONSTRUCTED NE AND FLAT O ALLOW ROLING E THE OWP57FR IN AND OUT THE
SAN DIEGUITO WATER DISTRICT NOTES
1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF RIE
CURRENT WATER ACENOES' STANDARDS COMMITTEE (WASC)
2 REOEW E THIS PLAN BY SAN DIEOUITO WATER DISTRICT DOES NOT CONSTI7UIE REPRESENTATION AS TO THE ACCURACY OF, THE
LOCARON OF OR ROUE EXISTENCE OR NON- EXSTENCE OF ANY UNDERGROUND UTILITY, PPE OR STRUCTURE WTHIN THE OMITS OF THIS
PROJECT
3 ALL EXSTING FAOLIRES WHICH MAY AFFECT FINAL DESIOV, LE, LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL
BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROS SING WTHIN 10 FEET E PROPOSED WATER MAINS SHALL BE SHOWN ON
IMPROVEMENT PLANS. ELECNICAL AND SfAER TO GROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSON BY SAN DIEGUITO
WATER DISTRICT.
4. CONTRACTOR AND OMER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FAGLITY (FIE HYDRANT,
METERS VALVES VALVE BOXES ETC.) WHICH 15 AFFECTED BY THEIR PROJECT ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACIVRES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED
TO CURRENT STANDARDS AT THE OWNER'S EXPENSE
4�I/ /II,IlF1iOl7.l1N1. 1171 7 /7l!IN!F9YGNiFSYZI' 711711^. 7�lI .'T.IIIYI/,717;7.YITY.i ?Y:�i%
6 MINIMUM HORIZONTAL SEPARARON OF 10 -FFfT REWIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC ✓AUL7S
7 ALL WATER SEANCES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER IRA CEO WAYS WATER METERS MUST BE IN
FRONT OF THE PARCII THEY ARE S906
8 CALIFORNIA STATE LAW ASSEMBLY BILL AB -1957 IS REWIRING INAI NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF
ALL POTABLE WATER SYSTEM EFFECRIff JANUARY 1, 1010 IN COMPLIANCE WTH THIS LAW 74 DISTRICT SHALL REWIRE ALL MA TDIALS
TO BE NO-LEAO BRASS PARTS
9 ALL COPPER RISING USED FOR AIR RELEASES BLOW OIS AND .SERVES SHALL BE CROWED WW CATHODIC PROTECTION IN
ACCORDANCE NTH NC -17 OR WC -18.
CONCRETEWASHOUT
CONTRACTOR SHALL ESTABLISH AND UE AN ADEWA IRY SITED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SIW IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASIER AND
THE LIKE INTO THE SURVIVOR? CCNIEYANCE SYSTEM OF ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIO4 DESIGNA LING THE
WASHOUT IOCA UNIT
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROWDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACING DIRT OFF
SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS J- CRUSHED ROCK AND /OR CORRUGA10 STEEL PANELS/PLA TED
CONSTRUCTION VEHICLES
A 9RECIRC AREA AWAY FROM GUTTERS AND STORM DRAIN 91ALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, KHIllE
REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS 91ALL BE MADE OFF-SITE
EROS/ONCONTROL
ER0908 CONTROL MUST BE GROOVED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL Of PROTEC7E0 AGAINST
ER0908 BY INSTALLING EIDSON RESISTANT SURFACES SUCH AS ER09ON CONTROL MATS ADEQUATE GROUND COVER VEGETATION, AND
BONDED FIBER MATRIX
7ilY. 7ii1% 1@, �II57111�11M11r717i11L 'Tfq(il,^,Yllll/l.��f�fliBY.'
DIVER90N DIKES SHALL E CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION 97E CONTRACTOR SHALL PROTECT
CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY ER09W CONTROL MEASURES J
REMOVE ENDING VEETATION ONLY WHEN ABSOLUTELY NECESSARY LARGE PROA505 SHALL E CONDUCTED IN PHASES TO AVOID
UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE
ER0908
TEMPORARY VEGETATION MUST E PLANTED ON SLOPES OR WERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL
PURPOSES ER096VV SHALL E PREVENTED BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND SIND THE
SOIL.
1�/ 7Si, 7. 17iDrYdf/. IIR77FfYt4^ J. Fi1U3v7: Aifi, NYf T. GaV/ i/ P, �rT :7n)(R/17N /mITS1L1.7iN4!P9q /�
"/. IpnfYfdlY6 :984A9(Ni�L'70L1': /III:IiY6
ON-SITE CONSTRUCT/ONMATER14L STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SELLAGE CONTRACTOR SHALL STORE THESE
PRODUCTS AHERE THEY MLL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PRONE SECONDARY CONTAINMENT FOR ALL FUEL
STORED ON SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON 97E STOCN %ES MAY INCLUDE COE,
PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE, ETC STOCKPILES SHALL E LOCATED AWAY FROM CONE87RAU
STORMWARR STORMWARA! ROWS AND STORM DRAIN INLETS STOCKPILES SHALL E COVERED OR PROTECTED NTH SOIL STA5XIZAPON
MEASURES AND BROODED WW A 7EMPORARY SEDIMENT BARRIER AROUND THE PERIMETER A T ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYES WHO PERFORM CONSTRUCTION IN THE CITY E ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WW THE OTY
OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE SUP NOTES SHALL BE AVAILABLE TO EVERYONE MIND ON 97E
THE PROPERTY DOW) AND THE PRIME CON IRA CTOR MUSI INFORM SIUBCONNACTORS ABOUT STORUWATER REQUIREMENIS AND THEIR
OWN RESPONSIBILITIES
WASTEMANAGEMENT
CONRACTOR SHALL BE RESPONSBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF
UNUSED OR WASTE PRODUCTS ON THE (ROUND, WHERE WATER CAN CARRY THEY INTO THE CONVEYANCE SYSTEM IS STRICTLY
PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTFR SHALL BE DISCHARGED INTO STORYWATER. BERMSAKES SHALL BE PLACED AROUND ALL DUMPSTERS
TO DIVERT THE NATURAL STORY RUNOFT. DUMP -7ES SHALL BE CHECKED FREWENRY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED
AT ALL RMES DUWSTERS WWOUT LIDS SHALL BE PLACED WITHIN SIRUCTURES WTH APEROOUS ROOFING OR COVERED WTH TARPS IN
ORDER O AVOID RAIN CONTACT WIN ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE FLUIDS BROKEN ASPHALT AND CONCRETE, WOOD,
AND CLEARED VEEIA PON CAN BE RECYCLED. NW- RECYCLABLE MA7ERALS MUST BE TAKEN TO AN APPROPRIAIF LANDFILL OR DISPOSED
OF AS HAZARDOUS WASTE FOR INFORMATION W DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HORINE TOLL ARE
AT (800) 714 -1195 FOR INFORMA BON ON LANDFILLS AND TO ORDER DUYPSRRS CALL BODO AT (760) 436 -4151.
POLLUTANTS SHALL E KEPT OFF EXPOSED SURFACES PLACE INCH CANS AND RECYCLING RECEPTACLES AROUND THE SITE
FOR TABLE TOILETS MUST E IN GOOD WORKING ORDER AND CHECKED FEOUENRY FOR LEAKS CONTRACTOR SHALL PRONE SECONDARY
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY I" STORMORNN INLETS ON PERVIOUS SURFACES
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE SIREET, 60 TIER, AND STORMDRAIM CONTRACTOR MUST ROUTINELY CHECK
AND CI RN UP MATERIAL THAT MAY HA If IRA WILD AWAY FROM CONSTRUCTION 57 1E
FOR MORE INFORMATON ON STORMWAIER POLLUTION CO47R01 MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING
DEPARTMENT, OTY OF ENONITAS AT (ATO 60-1770.
NOIFICAMMS
I THE EXISTENCE AND LOCAPON OF UNDERGROUND UTILITY PIES AND STRUCTURES SHOWN ON RISE PLANS WERE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS TO TE BEST OF OUR KNOKE0E THERE ARE NO EXISTING ORLITES EXCEPT AS SHOWN ON PffSE
PLANS, HOWEVER THE CONTRACTOR IS RECURRED TO TAKE DUE PRECAUDONARY MEASURES TO PR07ECF ANY EXISTNG URUFFS OR
STRUCTURES LOCATED AT THE WORN SITE IT IS THE CONNACTORY RESPONSIBILITY TO CONTACT THE FOLLONNG OWNERS OF SAID
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LWAPON OF UTILITIES AND NOTIFICARON OF
COMMENCEMENT OF MURK'
A. SEVERS - LEUCADIA WASTEWATER DISTRICT - (760) 76MIM
B. GAS A ELECTRIC - SDGE - (760) 438 -6107
C. WA ID? - SAN DIEGUITO WATER DISTRICT - I -800- 117 -1607
D. TELEPHONE - SBC BELL - (760) 489 -3411
E CABLE TV - COX COMMUNICA RUNS - (760) 8E -9809 X2233
2 CONTRACTOR SHALL NOTIFY THE CITY ENGNEERC EFIE 48 HOURS PRIOR TO BEONNNG ANY WORK ON THIS PROJECT
PHONE. (760) 6JJ -1770
3 THE CONTRACTOR SHALL Off 24 HOURS NOTE ON CALLS FOR INSPECTION. PHMN (760) 6JJ -1770. ALL WORK PERFORMED
WTHOUT BENEFIT OF INSPECTION FULL BE SUBJECT TO REJECTION AND REMOVAL.
lNPERVV SAREASUMWRY
IMPERVIOUS AREA PRIOR TO CONSTRUCT% 0 E
IMPERVIOUS AREA AFTER CONSWUCTON 6,962 E
IMPERVIOUS AREA INCREASE 6,962 OF
IMPERVIOUS AREA NEW/EYOVE AND REPLACE 6,962 E
STORM WA IER STATEMENT
THE BIORETENTON BASINS HA Iff BEEN 92ED USING THE 921NC FACTOR Of 9 BY OF THE INCREASED IMPEROOUS
AREA, 6,961 W X 0.098= 682 SF REWIRED. 806 E PROWDED
OWNER
CHAD DELUDE AND CHRISTINE R MILEY
2529 NAVARRA DRIVE
C4RLSBAD, CA 91008
SNEADDRESS
437 NL WA STREET.
ENCINITAS. CA 91014
ASSESSORSPARCELNO.
256 -151 -E
DANOFSORVEY
DECEMBER S 2014
tMAL DESCR/PTKFN } y
THE NORTHEASTERLY 76 FEET OF LOT 3 BLOCK TC SOUTH COAST PARK ANNEX,
IN THE 07Y OF ENONITAS COUNTY OF SAN DIEGO, STATE kCAUFORNIA,
ACCORDING O THE MAP THEREOF N0. 1768, REED IN THE OFFICE OF ME COUNTY
RECORDER OF SAN DIEGO COUNTY MARCH 29, 1924
OWNERSCERTIFTCATE
I (WE) HEREBY CERTIFY THAI A REGISTERED SOILS CRUNER OR GEOLOGIST HAS BEEN OR
WED E RETAINED TO SUPEROSE OVER ALL GRADING ACROTY AND ADWSf IN THE
COMPACTION AND STABILITY OF THE SITE
1(01) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS OFFICERS
OFFICALS EMPLOKfS AND ACNTS HARMLESS FROM, AND AGAINST ANY AND ALL
LASIURES CLAIMS, DEMANDS CAUSES OF ACDAVS LOSSES DAMAGES AND COSTS
INCLUDING ALL COSTS OF DEFENCE THEREOF, AR12NO CUT OF, OR IN ANY MANNER
CONNECTED DIRECRY OR INDIRECTLY WITH AA1 ACTS OR OMISSIONS DE OWNER OR OWER'S
AGENTS EfdPLOYEES CfkJIRAC70RS 91 TONS, ORCIALS OFFICERS OR
REPRESENTATIVES FOR ANY STRUCRON CO ED IN THE PERMIT OR
CONNECTED DIRE CRY C9Y TO MIT OR APPR AND NTHIN THE
PRIVATE PREE PUBLIC
Ca To
LEGEND
PRl78ERTY BOUNDARY
PROPERTY LIE/RIGHT OF WAY
EASEMENT LINE /SET BACK LINE
.ENSTING CONTOUR
,EALSTING ELE✓A RUN
4VEW CONTOUR
NEW EEVARON
DAYLIGHT LINE/SA NOT I LINE
DRAWAE SWALE
DIRECRON OF FLOW
CONCRETE PAVEMENT
ASPHALT CONCRETE
BMP TREATMENT AREA
DECOMPOSED GRANNIE
PERMEABLE PAVER
RETAINING WALL
PRIVATE GRAOTY STORM DRAIN PIPE
PRIVATE CATCH BARN
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE GENERALLY ACCEPTED
AR19NG SOLELY FROM THE NEGLIGENT ACTS ERRORS OR OMISSIONS E THE ENGINEER AND HIS/
NWIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE KWK
SIGNATURE. V—JJ— ie DATE. 4 -16 -20
ONENT L SAMPO
COMPANY SAMPO ENGINEERING INC
ADDRESS 171 SAXON ROAD, STE. 213 ENCINITAS CA 91014
PHONE NUMBER (760) 436 -0660
RE EXPIRES' 6130111
SYMBOL
RAW
X 145.5, (145.5)
170
I� 45.50
LLLLL
70— —SD—
HEW PERFORMED BY THE CITY OF
I A DETERMNA RON BY THE OTY OF p\IOFESS /Mi,.
THEREFORE GOES PELE TIF
NGWEER AGREES OOINDEMNIFY AND c�`F"N1 L Sgyq�G
FERN DAMAGE OR BODILY INJURY w'�=No. 44173
iER AGENTS OR EMPLOYEES ACTING * 06 -30 -21
PERFORMED BY THE ENGINEER
�9lFOF CAl \E���P
1, OWAYA SINOHANET, A REGISTERED OWL ENGINEER IN THE STATE Of CALIFORNIA, PRLNOPOIY DOING HOWSE IN THE FIELD E
APPLIED SOIL MECHANIC$ HEREBY STATE INAT IT IS OUR PROFESSIONAL 60NION OUT A SAMPLING AND STUDY OF THE SOIL CONDITOWS
PREVALENT NOUN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JULY 16, SON AND JrRY 17 1019. ONE COMPLETE COPY
CE THE SOLD REPORTS COMPILED FROM THIS STUDY, NTH MY ECOMMENDAROJNS HAS BEEN SURNTFED TO THE OFFICE OF THE CITY
ENGINEER. FURIFER.MORD I HAVE EOEWQ THESE GRADING PLANS AND IT IS OUR PROFESSIONAL OPINION THAT THE RECOMMENDA LAND
INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE (NAOING PLANS AND SPEORCATONS
9GED vow d... -P
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WWAYA SNGHANET
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SIGN
PE NO: 782
SMPPROJECTSTATUS
STANDARD
SAN DIEGUITO WA TER DISTRICT ENCINITASFIREDEPARTMENT
APPROVED
4/22/2020, CO SOn
SAN DIEGUITO WATER �v e BufweT i /22 /zo
96N DISTRICT DATE S16N DATE
TV OA
Xs(ea�%rt..�0
SIGNED:
MARK BURW IL
CEG NO.: 2109
DATE
COMPANY COAST GEOTECHNICAL
AS-BUILTAPPROVALS
ADDRESS P.O. BOX 170167 ENCIVTAS CA 91013
t;UPHONE
NUMBER: (858) 755 -8612
rpP
EARTHWORKDATA
ENGINEERING DIVISIONAPPROVALS
CITY OFENCI NITAS- DEVELOPMENTSERVICESDEPARTMENT
MAXIMUM VERTCAL DEPTH OF CUT = 4 FEET
Fn:,
MAXIMUM VERTCAL DEPTH OF HIT = 2 FEET
..
CUT = 404 CY
N
FILL IA 325 CY
EYPORT= 79 CY
REMEDIAL = 914 CY (35 REMOVAL AND RECOdPACRW UNDER, AND 5' QUT_DE E BUILDING AREAS)
DISTURBANCE AREA = 11,1150 SF
INT.
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DEPARTMENT OF ENVIRONMENTAL HEALTH PUBLIC WORKS
DglGlly sgne0 by Pulbas,
Poitras, en a
Date 2020.04.16 tr55A2
Jenna e,�W is 20
SIGN DATE DATE
PLANNING DIVISION
Ahy/
SIGN
PARNSANDRECREATION
5/18/20 (!„ „�`� 5"6 y/zs /ZO
DA IE SIGN A F
SMPPROJECTSTATUS
STANDARD
SAN DIEGUITO WA TER DISTRICT ENCINITASFIREDEPARTMENT
APPROVED
4/22/2020, CO SOn
SAN DIEGUITO WATER �v e BufweT i /22 /zo
96N DISTRICT DATE S16N DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS-BUILTAPPROVALS
I DESIGNED
BY,
i AA Y.
Y
ENGINEERING DIVISIONAPPROVALS
CITY OFENCI NITAS- DEVELOPMENTSERVICESDEPARTMENT
DRAWING NO.
N
FO 25" DISK IN 90£WALK IN THE SOUTHEAST
QUADRANT LfUCADIA 8L 0.. AND ORPHEUS AVENUE,
37' EASTERLY OF TRAFFIC SIGNAL
DA7UM: NA 88 ELEVA770N' 178.543
INT.
DATE
PLANS PREPARED UNDER SUPERW" OF
4 -16 -20
DARE :
��. R.C.E. N0.: 44173
ENaWT TA_k(FJ_ EXP. 6/30/21
RECQMME rD
S
/ %-
DATE
APPROVED.
p
WARD J '1Ylirwrwiit
EDWARD J�q����NNTMMNNER
DAIS
GRACING PLAN FOF'
PLANNING CASE N0: i6 -3/6 COP
43JFUL VIA STREET
DELUDERESIDENCE
APN:156151-08
14418 -G
SHEET iOF3
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PUBLIC WORKS
WN N L A
PLANNING
REVELER
N N
INSPECTOR
a
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COIVSTRUC77ON NOTES
I, EXISTING TOPOGRAPHY AND BOUNDARY DATA WONT HEREON PER SURVEY PERFORMED BY SU ON 12105114
2 A PRELIMINARY PRE REPORT PREPARED BY POOR DOE COMPANY DAILY FEBRUARY 14, 1019 AS CORDER NO.
00579588 -016 -CCU AND REVELED FOR POSTING ON SITE EASEMENTS SAID DUE REPORT REVEALED NO EXISTING
EASEMENTS
J ALL ON SITE STORM DRAIN, DRAINAGE 5WALES AND BMP AREAS ARE PRNAIE AND SHALL BE MAINTAINED BY ME
PROPERTY OWNER.
4. WALL REVA PONS SHOWN HEREON MAY VARY DURING CON57RUCROM DUE TO EXISTING GRADES AND SOIL ENGINEER
RECOMMENDATIONS SOIL ENGINEER SHALL DETERMINE FINAL WALL FOOTING DEPTHS
S STORM DRAIN PIPES SHALL NOT BE CONNECTED TO SUB DRAIN PIPES
6 ROOF DOWNSPOUTS TO BE DISCHARGED INTO 810- REENRON BASIN AREAS PRIOR TO DISCHARGE TO THE
SATISFACTION OF ME CITY ENGINEER. WATER SHALL NOT BE ALLOWED TO BOND ON 517E AND SHALL NOT DRAIN
TOWARD BIAILONG FOUNDA PONS 5LOPE A MINIMUM OF 2 %AWAY FROM BUILDINGS UNLESS INDICA LET OTHERWSE BY
THE SOIL E89NEER.
7 ALL EXI57ING AND PROPOSED UTILITY UNES SERVING THE 5UMCT PROPERTY SHALL BE INSTALLED (NOERGROUNB
8 CONTRACTOR TO LOCATE AND PROTECT IN PLACE EMSPNG WATER SERVICE AND WATER METER.
9 THE SEPTIC SYSTEM SHALL BE APPROVED BY ME COUNTY OEH PRIOR TO PERMIT ISSUANCE.
10 EXISTING SURVEY MONUMENTS SHALL BE PROECTEO IN PLACE IF ANY MONUMENT IS D157URRED OR DESTROYED
IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY SHALL BE
FILED WITH THE COUNTY PRIOR TO RELEASE OF SECURITIES
It THE DEVELOPER SHALL OBTAIN A GRADING PERMIT PRIOR TO PIE COMMENCEMENT OF ANY CLEARING OR GRADING
OF THE ARE
12 NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF ME PROECT UNLESS A LETTER OF PERMISSION IS OBTAINED
FROM THE OWNERS OF ME AFFECTED PROPERTIES
13 THE OEVELOPER SHALL INSTALL ME WATER SYSTEM ACCORDING TO WATER AGENCES (WAS) STANDARDS
14. THE MODIFICATION OR REMOVAL OF THE SOPS FACUPES WTHOUT A PERMT FROM THE CITY IS PROHIBITED.
15. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NO BE MODIFIED
WITHOUT A PERMIT FROM THE CITY
16. THE FOLLONiNG DESIGN PARAMETERS ARE BASED ON FOOTTNG FOUNDED INTO NON- EXPANAIE APPROWO
COMPACTED FILL DEPOSITS OR COMPETENT TERRACE DEPOSITS FOOTINGS FOR THE PROPOSED STRUCURES SHOULD
BE A MINIMUM OF 15 INCHES WIDE AND FOUNDED A MINIMUM Of 18 INCHES BELOW THE LONER MOST ADJACENT
SUBGRADE AT THE DINE OF FOUNDATION CON57RUCRON FOR RNGIE -STORY AND INS STORY STRUCTURES RESIDENCE
AND GARAGE SHOULD BE MINIMUM OF 12 INCHES WIDE AND FOUNDED A MWIVAM CY 12 INCHES AND 18 INCHES
BELOW DYE LOWERMOST ADJACENT SUBCRADE FOR SINGLE -STORY AND W -STORY STRUCTURES A 12 INCH BY 11
INCH GRADE BEAM OR FOOTING SHOULD BE PLACED ACROSS ME GARAGE OPENING FOOPN6S SHOULD BE REINFORCED
WIN A MINIMUM OF FOUR NO. 4 BARS TWO ALONG THE TOP OF THE FOOTING AND TWO ALONG THE BASE. REFER TO
SOL REPORT FOR ADDITIONAL RECOMMENDA PONS
17 INTERIOR SLABS ON GRADE SHOULD BE MINIMUM OF 50 INCHES DYICK AND REINFORCE) IN BOTH NRECUONS WDY
NO. 3 BARS PLACED 18 INCHES ON CENTER IN BOTH DIRECTIONS EXTERIOR AABS ON GRADE SHOULD BE A MINIMUM
OF 4.5 INCHES THICK AND REINFORCED WITH NO. 3 BARS PLACED 18 INCHES ON CENTER IN BODY DIRECTIONS AABS
SHOULD BE UNDERLAIN BY A MINIMUM 20 -INCH COARSE SAND BLANKET (SE GREATER IRAN 30). REFER TO SOIL
REPORT FOR ADDITIONAL RECOMMENDATIONS.
18 PE DRIVEWAY CROSS SECTION SHOWN MAY VARY DEPENDING ON SOIL ENGINEER R -VALUE TESTS TO BE
CONDUCTED PRIOR TO CONSNUCRON
19, WOKNESS OF AGGREGATE BASE WLL VARY NTH SU89ADE CONDITIONS AND CLIMATE TO BE Of1FRMINED BY
SOILS ENGINEER
20. PERMEABLE INTERLOCKING CONCRETE PAVERS DRIVE WAY SHOULD CONSIST Of 3 J" INCH PCP, OVER A MINIMUM OF
20 INCHES OF ASTM N0. 8 BEDDING COURSE /CHOKE STOVE, OVER A MINIMUM OF 8.0 INCHES OF ASTM N0. 57 STONE
AND BASE COURSE, OVER A MINIMUM OF 12 INCHES QU 95 PERCENT COMPACTED SUBGRADE REFER TO SOIL REPORT
FOR ADDITIONAL RECOMMENDA PONS
21, UPURES SHOWN HEREON ARE APPROMMA IF CONTRACTOR TO WRAFY/LOCAIE ENSI NG UTILITIES PRIOR TO
CONSTRUCTION EXISTING WATER SERVCE SHALL SE PROTECTED IN -PLACE TO SERVE THE RESIDENCE
22 NO CONCENTRA RD DRAINAGE FLOWS ARE PERMITTED DYER ADJACENT PROPERTY LINES WATER 15 TO DRAIN AWAY
FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE
FACILITY
1. PUCE 3 ANCHORS PER SQUARE YARD OF MA7ERIAL.
2 FOR GRASS OR TURF OPTION, INSTALL LANKY TRY 450
TYPICAL DRAINAGE SWALE TUBE REINFORCEMENT MAT
n,
ND .SLATE h
F95,71M Wm
CIVIL
CONCRETE MASONRY UNIT
CONE
CONCRETE
OA:
DIAMETER
OS
DOWN SPOT
FG
FINISH GRADE
FE
ROW LINE
FS
FINISH SURFACE
If,
INVERT ELE✓A PON
TO
TOP OF ORA IF
IOU
TOP OF WALL
NOTE7FUL NA STREET UNDER STREET HOLD HARMLESS FOR DRAINAGE COVENANT ENCROACHMENT MAINTENANCE AGREEMENT
MORATORIUM UNRL JUNE 15, 2020. NO RECORDED OCTOBER 01 2019 RECORDED OCTOBER 01,2019
TRENCHING SHALL BE PERMITTED UNTIL THEN AS DOCUMENT N0 2019- _aN707 AS DOCUMENT N0. 2019 - 04.36701
32" OMORROW OEM, RP oP WIR EL 142.3 DEEP ROOTED DENSE DROUGHT
�WEIR MALL bf 20' WOE BY 0.5' OEFP TOLERANT PLANTING SUITABLE
WTCVTOOWII WALL FOR HELL DRAINED SOIL
1.8" DEEP �__1 -J" OF J" GRA VEE
WALL PER
510- RE7ENTION BASIN DETAIL p
'BIORETENPCN ENGINEERED SOIL LAYER SHALL BE MINIMUM 18° DEEPSANDY LOAM SOIL MIX NIS Ll 7
COMPOSMORE HARDWOOD MULE AHD 20-TIE MUSE BID 65Sq! MIX IIREEEFFffOUCBY AAREA
OF THE BASIN SHALL BE LEVEL,
6'
TRIO FILLER APPROVED PERVIOUS
118° TO 318" (NO 8) PAVERS W/ MIN. 318° I�'0
AGGREGA IE IN WAYS
67'16' PCC FLUSH CURB
OR DEEPENED C -i CURB
16" MIN ENGINEERED
_._.......�.
q" ABOVE SURFACE QU BASIN
BE DOING COURSE - 1° THICK OF
S0R$S E NOTE BELOW
RETENRON BA98 SHALL BE
i/8° 70 J/8° (NO 8J AGGREGATE
.? 2 -J° HARDWOOD
LEVEL DEPRESSED A MIN OF
CHOKER COURSE - 4'
MULGI
6" FROM PIE SURROUNDING
f1��4J3
BACK OU 3/8° TO I /2°
19 RN 4�
�
I,B MIN GRADE
(N0. 57) CRUSHED ROCK
Jl_'
z-
MIN 6° THICK OF J/4°
- -
- - -
CAUSHEOROCK
- TICC -I -I iB'',IC- -TIC- III- p =_
=p =_ III =_
III =_ III =_ III =III
ALL SIDES
BASIN ONLY PER SCI
BASIN ONLY PER SOL ENCNffR
SOIL SVBGRADE
S
_ RECOMMENDA PONS
MIRAFl (HP370) WOVEN CEOlEXPLE
00 12 INCH IN PLACE SCARIFlCI PON
AND COMPACPON PER SOIL ENGINEER.
PERMEABLE PAVER DRIVEWAY n
V
PAYER NOTES; BY UNI -ECO STONE
-ALL AGGREGATE MUST BE CLEANIWA90 AND FREE OF FINES (SAND, ALT, ETC)
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOT) FILLER HAS BEEN ADDED
-EACH COURSE MALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
- SPEGAL APPROVAL REQUIRED FOR USE IN HICHLY EXPANAVE SOIL - SUEILRAIN MAY BE REQUIRED
fRAYEL 7.8' DEEP HCV(ER COURSE - 2° MILK SE
I /8' TO 318' (NO 8) AGGREGATE
BIO- RETENTION BASIN DETAIL D
BIORETENRON ENGINEERED SOIL LAYER SHALL BE MINIMUM PC DEEP SANDY LOAM SUL MIX N
COMMPOSMORE HARDY MULCH D 10 THE MIX SHALL S LINMIX 77HE 50-609 SAND AAREA
OF PIE BASIN SHALL BE LEVEL.
EETNOTER()
DEMOLISHIPROTECTIN PEACE
1 PROTECT CMU WALL IN -PLACE
1 PROTECT FENCE IN -PLACE
3 PROTECT ASPHALT PA MOMENT IN -PLACE
4 PROTECT POWER POLE IN -PLACE
5 pP,RRROOTTEE6C•T IRRIGATMY CEO7NEIM BOX IN-PLACE
E CE pq
6 USE79 �E NEW RESIDENCE AND NEW ACCERSS Y UNIT: � AND
7 PROTECT ELECTRIC METER POLE IN-PLACE
8 PROTECT TELEPHONE RISER IN -PLACE
9 DEMOLISH HOSE BIB
10 DEMOLISH IRRIGARON CONTROL BOX
II DEMOLISH WATER VAL 6E
12 DEMOLISH FENCE
13 PROTECT SURVEY MONUMENTS N -PLACE
NEIWIMPROVEMEW[_]
I NEW RESIDENCE PER ARCHITECT'S PLAN
2 PERMEABLE PAVER ORIIEWAY BY UNI -ECO STONE PER DETAIL '•C"
3 9" THICK DECOMPOSED GRANITE DRIVEWAY WTH ONE LAYER OF WRAR (H0370T WOVEN
GEOTEXPLE OVER NON - COMPACTED SATURATE PER SOIL ENGINEER RECbOMMMENNbDABONS
4 COVERED PATIO PER ARCHITECTS PLAN
5 SPA PER SEPARATE PERMIT
6 16' WOE CA TE PER ARCHITECTS PLAN
7 CMU FENCE WITH OPEN ROW HEAD JOINTS AT BASE WALL FOR
DRAINAGE, WAU HUGNS PER AROWITECTS PLAN.
8 ACCESSORY UNIT PER ARCHITECTS PLAN
9 If WDE BY 40 HIGH AC BERM TO MATCH EXISTING STREET FLOW LINE
10 CMU RETAINING WALL PER SDRSD C -3
N. 5 WOE X 6" HIGH W7R CUT OUT OF TOP WALL FOR DRAINAGE BOTTOM OF W7R 0 FLOW LINE
12. NEW GARAGE PER ARCHITECTS PLAN
13. FIRE PIT PER ARCHITECTS PLAN
14. CONCRETE SURFACE SEE NOTE NO 17
15. CONCRETE STAIRS PER SORSO M -26
T6. CMU RETAINING WALL PER SDRSD C -4
17 DEEPENED BUILDING FOOBNG SEE CONSTRUCTION NOTE NO 16
18 6° WOE PCC RUSH CURB PER DETAIL "C°
19. 5" DEEP /" GRAVEL PARKING FOR RV OVER SOL ENCNEER RECOMMENDED BASE
20. 5" HIGH FREE STANDING FENCE
21. 20" WDE CONCRETE DRIVEWAY. SEE CONSIRUCRON NOTE NO. 17 UNDER CONSTRUCRON NOTE N0. 17
STORINTLE4 Y/WATERQUALl77'0
L 209 BE 810- RERNRON BASIN WITH IMPERVIOUS LINER ON THE SIDES OF BASIN ONLY PER DETAIL "D"'
2 597 SF BHO- RETENTION BASIN PER DETAIL 'B "
3 1 " -3" THICK ROCK LINED OVERFLOW 911WAY
4. NOT USED
5 6" WOE TRENCH DRAIN BY LDS' NTH STEEL TRAFFIC GRATE
6. 24" MAE VEGETA7E0 DRAINAGE SWALE PER DETAIL 'A"
7 PRIVATE 4" DMA. PAC S70RM DRAIN PIPE PER (SOR -J5) AT WIN 19 20PE
8 PMVAIE 6" OA. CATCH BASIN BY NOS' OR APPROVED EQUAL
SEWERO
i NEW SEPTIC TANK DESIGN BY OTHERS
2 NEW SEEPAGE PT OESYMI BY OTHERS
J SEPTIC TIGHT LINE DESIGN BY CHERS
4. 165 UNEAR FEET 4" OA. PVC (5TIR -J5) SEWER LATERAL FOR FUTURE CONNECTOR IN NLVA ST.
5 CONSTRUCT 4" C NOUT RI AND CAP AT BOTH ENDS AT KNISH GRADE, AT THE RIGHT -OF -WAY
L.
24 � S
4 E 4
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No. 44173
06- 30- 2130 -21
0 20 40 9TA -���P °ry
SCALE: 1° = 20'
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9
ICHANGENO, I DESCRIPTION I APPROVED I DA 7Z I BENCHMARK I AS°BUILTAPPROVALS '° P' I .P I I ENGINEERINGDIVISIONAPPROVALS I CI TYOFENCI NI TAS °DEVELOPMENTSERVICESDEPARTMENT I DRAWAIGNO.
FD 25 " DISK IN SIDEWALK IN THE SOUTHEAST
OUADRANT LEUCADIA BL IE. AND ORPHEUS AVENUE,
37' EASTERLY OF TRAFFIC SIGNAL.
a�-
DATE : 4 -16-20
RGE N0.: 44173
EXP. 6130119
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EDWARD J ANMbH
05/!9/I
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DELUDERESIDENCE
APN.•156251 -08
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I
N24�=E,NS LJSq?
No. 44173
/P 06 -30 -21
SCALE: 1" = 20'
4° PVC PIPE FOR DRAINAGE SEE CALIFORNIA STORMWAIER DUALITY
amDINC ON FIELD CONDIDOHS� ASSOGA DON (CASOA) STANDARD ONC NO.
SE -10 FOR ADDITIONAL INFORMATION
ADMEN FABRIC GRA CRAG
TYPICAL INLET PROTECTION n
NIS L
24° WOE (MIN) HEIR OPENING SEE CALIFORNIA STOTMWA TER QUALITY
FOR DRAINAGE 09MOW ASSOCYARON (DACCA) STANDARD DNC. N0.
2 BAGS HIGH (T)P.) WERE NECESSARY 7 SE -4 FOR ADDITIONAL INFORMA DON
¶� \_W F46IC AAn BAGS
TYPICAL VELOCITY CHECK DAM DETAIL n
3
3 NIS F
L SET POSTS AND EXCA ✓ATE A
TEMPORARY' 21 FENCE 4- WIDE X 4- DEEP
g 1 PLR DERAIL Y' CASOA DETAIL TRENCH UPSLOPE FROM AND
6 SC -1 ALONG THE LINE OF POSTS
5 7 g 2j
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3 4 _ _ o r
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mri�RAR rAaelan <iR YD1 GK . 1� z _i6� wM�wE AiYYq 16 3 mromycoan
F CDN57M l' fN PROECRaI PER DETAIL E' 4 , 8 , q R CASnA A7Al SE -4 — -i 1 �� �IEa DAM PLR @TAI r- Y/EiPp7M ST fDMf
Lu PER A7AC W CASPA DETA( CASW DETAIL SE -10 J J J J CASOA DETAIL SE-4 4 INCHES
l s 17 PER DETAIL 19 CM DETAIL
w X, -1 -
8 J — �' 1 •, I. 7''11 \ 8 2 ATTACH THE SILT FENCING MATERIAL TO
U) 1 - J�('5 ���Odd 14475 FS J 4 4 _ -'� vs THE POSTS FILTER AND EXTEND 3 BACKFILL AND COMPACT THE
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78415 6k 7 . "�� ) 1ECM.W ffR DEAK E" d' '7's1 B Jy'm 14467 FS '� AC(X35aRY 1 ";J ;RAOI Pi POST OR
Q , F GISGI AC ID �c 4 1% 11 6 TRRT 17 z w27 APPROVED
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\yl X + /4442 FS - PAD 1440 0 0 i fG i42 101 16 x 13 E(JUAL
1 )� p 7 t s 12 MAIN RfgVa 14485 FS 14 _
L` g o 8 - �Y &MY EOCITY 144 °A D e� zFC w22 cwcww AEBICYRE7 �� �� _
L 8F •� GARA(E .I CONC.5 LM IL og PROIEC70 P& BETIA i k FILTER FABRIC ��L FLOW
.� PAD 1438 TfW'GtAR VELOCITY aEGY AW PER BELKP .. r
aM DAM PER DETAI y'°r� A GSW -REG( SE-/ A 7444 f o w G15A1 HIRE
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14 CASW DETAIL SE-4 �� 141 C qA S°A pS 1W l42
Lu 3 L 14 c „. �.1 1'_ , FG14l.1610
ti In�i "o� ss'�✓�y u.. F A ® a 17 ,atyx ��
IX
O _ i9 1 2 6 1 A75.4372V 0Y 1 0 � I B 10 2 3 NOTE
11 h _ SEE CALIFORNIA STORMWA7EA QUALITY
at" 13/ 1® 1 �a �y'b' µL 1423 2 AtMA04E S'LT ffNCE CONSIRUCi7CY MAY BE USED ASSOCYARON (CASOA) STANDARD 09 N0.
30" ZMARY.SEr fENNE- PRO)( LOCATION / � ^ AC 1413 IF FIRST APPROVED BY THE ENGINEER OF WORK AND 5E -i FOR A00/RONA( INFlWMARCW
WALL AND FENCE COAL &NATIOY 407 TO EXCEED 4.0 PER �qIL C• CISOA LI TAI CX157 HOUSE . STY 1J75� THE INSPECTOR
,4124 1741 Ik T4/ HIGH SOLID WTHIN FRONT YARD S'E7BAaf FENCES 20 OVERFLOW
1� EXCEEDING 4' HIGH NISI BE 50S OPEN, TOTAL WAIL '� -1 AUR 0 1423 APPROX UXAl WON TYPICAL SILT FENCE
AND FENCE FENCE W t Of NATION CANNOT EXCEED EXIST HOUSE
6.0" OTAL FENCE NIL( Of a17 AS NECESSARY FOR ' V 1
TOTAL HEIG47 70 REMAIN UNDER 60" HIG4 NIS
I I
MI/ i 'flll
?lY i �l AI J it I I
I •r u1. it '1'I' / 11 �•
CREA TER THAN J 00 BUT
SMALLER THAN 6*0
- W - "1�i "' G.,I
SEE CALIFORNIA ST(PMWAIER DUALITY WDM AS REQUIRED
TO ACCOMCDATE
ASSTC -I FOR (CASOA) STANDARD DWG. N0. ANDG'PATED
TC -I FOP ADDITIONAL INFORMATION MgMC
CORRUGATED q
� SlEEi PANELS
�25 MIN
TYPICAL STABILIZED CONSTRUCTION ENTRANCE n
HIS II
NOTE GRADING WSPECTOR MAY ALLOW CORRUGATED
STEEL PANELS ONLY WRIQUT AGCREGATE ory E
° L
CHANGE NO,
DESCRIPnON
APPROYED
DA 7Z
BENCHMARK
AS- BUILTAPPROVALS
i °°° ° ° 1,
1 ° hAO°1
GINEERING DIVISION APPROVALS
CI TYOFENCI NI TAS- DEVELOPMENTSERVICESDEPARTMENi
DRAWNGNO.
A
FD 25 "" DISH IN SIDEWALH IN THE SOUTHEAST
OUAORANT LfUCAOIA BL W. AND ORPHEUS AVENUE,
J7' EASTERLY OF 7RAFRO SIGNAL.
DATUM: NA VP 88 ELEVAUON'178543'
IN7
DATE
PLANS PREPARED UNDER SUPER09ON OF
�_�' DARE: 446 -20
ROE. N0.: 44173
ENCENTL. SAMPO
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REQQd4 D APPROVED:
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DELUDERESIDENCE
APN:156.151 -08
MANNING CASE NO 76 -316 COP
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