2012-11410 G (Plans)RIGHTOFWAYNOTE
ONVER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE
PUBLIC RIGHT OF WAY. FAILURE TO DO SO NLL RESULT IN ISSUANCE OF A STOP NWK NONCE AND DOUBLE PERMIT FEES IT IS IHE
RESPONSIBILITY OF INE OIWWER 70 KNOW WHERE HIS/HER PROPERTY LINE IS
DRAINAGENOTE
NO CONCENIRA7ED DRAINAGE FLONS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS 70 DRAIN AWAY FROM STRUCTURES
FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
UTILITYNOTE
ALL UDLITES SERWNG IHIS 91E SHALL BE INSTALLED UNDERGROUND.
I. ALL WORK SHALL BE DONE IN ACCORDANCE NTH 7HESE PLANS, IHE STANDARD 91ECIRCAPONS FOR PUBLIC WORKS CONSTRUCTOV,
IHE DESIGN CONS7RUCRON STANDARDS OF THE CITY OF E7NCINI MS AND THE SAN DIEGO AREA REGIONAL STANDARD DRANiNGS ANY
CHANGES OR REWSYONS THEREFROM SHALL BE APPROVED BY 7HE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECROIL
2 THE SOILS REPORT RILED 'PRELIMINARY GEOIECHNICAL INVESPGARON PROPOSED GRADING, 989 9DONIA STREET ENCNITAS
CALIFORNIA' PREPARED BY COAST GEOTECHNICAL DATED MAY 19, 200& AND UPOAIE LETTER BY COAST 0607ECHNICAL_DA1ED APRIL 24,
3. SEPARAIE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WIHIN PUBLIC RIGHT OF -WAY OR EASEMENTS SHALL BE REQUIRED IN
CON,AUNCROIN NTH IMPROVEMENT PLANS
4. NRITIEN PERMISSION SHALL BE OBTAINED FOR ANY OF1311E GRADING.
5. CONIRAC70R SHALL TAKE ANY NECESSARY PRECAUTIONS REWIRED 70 PR07FCT ADJACENT PROPERRES DURING GRADING OPERATIONS
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED 70 CONDITION EAIS77NG PRIOR TO GRADING
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK NHICIH IS DISTURBED OR DESTROYED SHALL BE
RE- ESTABLISHED AND REPLACED BY A REGISTERED CIWL ENGINEER OR A LICENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEWCE� INCLUDING SHORING AND SHALL BE RESPONSIBLE
FOR CONFORMING 70 ALL LOCAL, 5`TAIE AND FEDERAL SAFETY AND HEALTH STAND RDS LAMS AND REGULATIONS
8 GRADING AND EQUIPMENT OPERATING N7HIN ONE -HALF (111) MILE OF A STIRUC7URE FOR HUMAN 060PANCY SHALL NOT BE
CONDUC70 BETWEEN THE HOURS OF 530 P.M. AND 7.•30 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS
9 NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CON57RUCT001 MEETING HAS BEEN HELD ON91E INIH IHE FOILOWNG
PEOPLE PRESENT CITY INSPEC70R, CWL ENGINEER, SOILS ENGINEER, GRADING CONTRACIOR AND PERMITIEE. THE PRE- MIRUC770N
MEETNG SHALL BE SCHEDULED iNIH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 2770.
10. PRIOR 70 HAULING DIRT OR CONSIRUC770N MA7ERIALS 70 ANY PROPOSED CONSIRUCROIN 91E WITHIN THIS PROECT THE AMOPER
SHALL SUBMIT 70 AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR IHE PROPOSED HAUL ROUTE. THE DEVELOPER 91ALL COMPLY
NTH ALL CONDITIONS AND REQUIREMENTS 7HE CITY ENGINEER MAY IMPOSE !NTH REGARDS 70 THE HAULING OPLRAPON.
11. UPON FINAL COMPLETION OF THE NVRK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL
RELUSE OF SECURITY AN AS GRADED CERTFICAPON' 91ALL BE PROWDED STATING` 'THE GRADING UNDER PERMIT
N0. 11410 -G HAS BLT`N PERFORMED IN SUBSTANTIAL CCWFORMANCE WTH IHE APPROVED GRADING PLAN OR AS SHOWN ON THE
ATTACHED AS- GRADED PLAN' THIS STATEMENT 91ALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CWL ENGINEER NHO
CERMES SUCH GRADING OPERA PON
DRAINAGE AND PREVENT PONDING OF
FINISHED WORK ON THE SITE AND
RME AS PERMANENT DRAINAGE AND
14. ALL AREAS 70 BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD
SPECIFICATION ALL VEGETABLE MATIER AND OBYECDONABLE MATERIAL SHALL BE REMOVED BY 7HE CONTRAC70R FROM THE SURFACE
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUWAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND.
THE EXPOSED SOILS SHALL BE SCARIRED 10 A DEPTH OF 11 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL
BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT 7HE RLL IN STRICT ACCORDANCE NTH SPEaRCAPONS
SECTION
NDRK
ALL
16. ALL IREES BRUSH GRASS AND 07HER ORECPONABLE MA7ERIAL SHALL BE COLLECTED, PILED OR OTHERWSE D1700 OF OFF TH
97E BY THE CONTRACTOR SO AS 70 LEAVE 771E AREAS THAT HAVE BEEN CLEARED NTH A NET AND FINISHED APPEARANCE FREE FROM
UN-519111Y DEBRIS APPROVAL OF LOCATION OF DEBRIS ALL SHALL BE SEOUNED FROM 771E SOILS ENGINEER AND CITY ENGINEER PRIOR
TO THE DISPOSAL OF ANY SUCH MA7ER/AL
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT NTH THE CfWS URBAN FOREST MANAGEMENT PROGRAM. TREES
LOCATED WINTN CITY STREET RIGHT=OF -WAY, ON CITY PROPERTY OR NIHTN CITY EASEMENTS ARE REFERRED 70 AS CITY IREES AND
SHALL BE PROTECTED IN PLACE DURING CON57RUC77001 UNLESS 59 fiCALLY APPROVED OIHERNSE. NO GRADING, EXCAVATION, OR
DISTURBANCE OF CITY 7REE ROOT SYSTEMS SHALL OCCUR WTHIN THE CITY TREE DRIP LINE AREA (IHE AREA FROM THE 7RUNK OF A
REMOVED AT M TS BE PROTECT IN PLAN E��F � � IM ROIL TS AIIE IN CONFL CT NTH A CITY W ITMUST NOT BE
DISTURBED UNLESS THE PLAN IS REWSED TO ADDRESS THE TREE REMOVAL.
NOTIFICA71ONS
1. THE EXISTENCE AND LOCATON OF UNDWMND U17LITY PIPES AND STRUCTURES 9HONN ON THESE PLANS WERE OBTAINED BY A
P ANSHOAE �� ONNTRACTOR ISRE�RED TO TAKE DU CAURONARYM°EASURESG1DP�7ECT �TEXS NGG U ETHESE
STRUCTURES LOCATED AT THE WORK 91 IT IS THE CGNNACTOR'S RESPON98XITY 70 CONTACT IHE FOLLOWNG OWNERS OR SAID
UTLIPES OR SNUCTURES PRIOR 70 ANY EXCAVATION, FOR VERIRCARCW AND LOCATION OF UTLI RES AND NOPRCAPON OF
COMMENCEMENT OF WORK•
A SEWERS - CS9 - (760)-633-2770
B. GAS & ELECTRIC - WCE -g760 - 438 -6200
C. WA7fR - SAN DIEGUITO WA STRICT-1-800-227-2600
A TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE N - COX COMMUNICATIONS- (760)- 806 - 9809 X -1233
2 CON7RACIOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 46 HOURS PRIOR 70 BEGINNING ANY WORK ON 7HIS PROJECT. PHONE
(760) - 633 -2770.
3. THE CONTRACTOR SHALL Off 24 HOURS N017CE ON CALLS FOR INS'ECTON. PHONE (760)- 633 -2770. ALL WORK PERFORMED
W77HOUT BENEFIT OF INS PCTON NLL BE SUBJECT TO REJEC770N AND REMOVAL
SAN DIEGUITO WATER DISTRICT NOTES:
L RENEW OF THIS PLAN BY SAN DIEWITO WATER DISTRICT DOES NOT CONSPTUIE A REPRESENTA71ON AS TO THE ACCURACY OF THE
LOCARON OF OR THE EASIENCE OR NON - EXISTENCE OF ANY UNDERGROUND U17LITY PIPE OR STRUCTURE W1HIN IHE LIMI7S OF THIS
PROTECT
2 ALL EAIS17NG FACILITIES WHICH MAY AFFECT IRE RNAL DESIGN I.E. LINE CROSSINGS LINE PARALLELING OR PROPOSED COAWEC77ON
SHALL BE FIELD VERIRED. ALL EXISTNG OR PROPOSED U17LITY CROSSINGS W7HIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS WRITTEN PERMISSION IS GIVEN BY
SAN MEMO WATER DISTRICT.
3. CONTRACTOR AND ONNER ARE RESPONSIBLE 70 RELOCAIE AND /OR ADJUST TO GRADE ANY EXISTNG WATER FACILITY (FIRE HYDRANT
METERSS VALVES VALVE BOXES ETC MICYH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACIL177ES MUST MEET CURRENT
SAN DI, GUITO WATER DISTRICT STAN ARDS lF FACURES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS
AT THE OWNERS EXPENSE.
4. UPLI17ES TO MAINTAIN MINIMUM 5 -FEET SEPARA17ON LINEN PARALLELING WATER SERWCES
5. MINIMUM HORIZONTAL SEPARARON OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANIS AND SAN DIEGUI70 GAS AND ELECTRIC VAULTS
6. ALL WATER SERWCE 70 BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN
FRONT OF PARCEL THEY ARE SERWNO
7. WATER MAINS LATERALS AND APP URIENCES SHALL BE CONSTRUCTED ACCORDING TO STANDARD SPECIRC47700 OF THE CURRENT
WATER AGENCIES' STANDARDS COMMITTEE (WASC).
CHANGE N0.
EROSION CONTROL
1. IN CASE EMERGENCY WRK IS REWIRED, CONTACT MATT WALKER AT (858) 847 -4154 24 HOURS A DAY.
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK STIALL BE MADE AVAILABLE AT ALL 17MES DURING THE RAINY SEASON (DCIO4ER i
TO APRIL 15. A!L NECESSARY MA1ERlALS SIHALL BE STOCKPILED ON 571E ON OCTOBER 1 AT CONVENIENT LOCA TONS 10 F CLITATE
RAPID CON�TRUCRON OF TEMPORARY EROSION CONIROL MEASURES AHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED NTHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
4. 7HE CON7RACTOR SHALL RESTORE ALL ER09ON CONTROL DEWCES TO NORKING ORDER TO THE SA71YAC71ON OF THE CITY ENGINEER
AFTER EACH RUN -OFF PRODUCING RAINFALL
5. THE CONTRAC70)? SHALL INSTALL ADDIRONAL EROSION CONTROL MEASURES AS MAY BE REWIRED BY 7HE CITY ENGINEER DUE TO
AN INCOMPLETE GRADING OPERA NON OR UNFORESEEN CIRCUMSTANCES NHICH MAY ARISE
6. THE CONTRACTOR 91ALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS 70 PREVENT PUBLIC IRESPASS ONTO AREAS
THAT ARE UNSAFE OR ARE P07ENPALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROWDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON!.
& (GRADED AREAS AROUND THE PROECT PERIMETER MUST DRAIN AWAY FROM IHE FACE OF SLOPE A T THE CONCLUSION OF EACH
MURK DAY. ( )
9. ALL REMOVA PROIECRW DEWCES SHOW SHALL BE IN PLACE AT THE FjVD OF EACH OWNG DAY NiEN THE FIVE RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (401). SILT AND DINER DEBRIS 91AL REMOVED AFTER EACH RAINFALL.
STORMWATERPOLLUNONCON7ROL POSTCONS7RUCTIONBMPAMPNOTES
1. FOR STORM WATER POLLUWN CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERWOUS SURFACES INCLUDING ROOF DRAINS SHALL
DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECRON AND DISCHARGE ONTO THE STREET ANDAOR IN70 7HE PUBLIC
STORM DRAIN SYSTEM.
2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR S70RM WATER POLLUTION CONTROL &VALL NOT BE MODIFIED W IHOUT A PERMIT
FROM THE CITY.
3. ALL IMPERWOUS AREAS WTHIN THE 577E 91ALL DRAIN TO APPROVED BMPimP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS
NTH AD � FACILITY 6ROU0/OR THE PRIOR TO DISC AREAS THE 97E. ALL i imp AREAS MUST SLOPE 70WARD IHE APPROVED
4. NO DRAINS -/ALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS OR ANY OTHER IMPERWOUS AREA UNLESS THE ROW FROM 7HE DRAIN
DISCHARGES TO AN ADEQUA7E IMPIWP.
5 DRIWWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE IOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM
THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT 10 AN ADEQUATE IMP/WP.
6. ALL S7ORMW4 TER IMP/NIP FACIL177ES SHOW HEREON SHALL NOT BE MODIFIED OR ALTERED NIHOUT A PERMIT FROM THE CITY.
7. THE INSTALLAPON OF ADDIRONAL IMPERWOUS SURFACES NOT SHONN ON 7HIS PLAN MAY REQUIRE THAT THIS PLAN BE REWSED OR
THAT A SEPARA7E ENGINEERING PERMIT BE OBTAINED
& ALL EXISTING AND PROPOSED IRASH ENCLOSURES SHALL BE PITIED TO COMPLY !NTH STORM WATER BEST MANAGEMENT PRACRCE
REQUIREMENTS THE NAS H ENCLOSURES SHALL HAVE AN IMPERV101%M N- COMBUSTIBLE ROOF IHAT MILL NOT ALLOW RAIN W4 7D? T
ENTER IRE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND L ED LINEN NOT IN UST~ A BERM SHALL BE INSTALLED AT ALL
OPENINGS 70 HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSIER AND TO PREVENT ANY ROW OF STORM WATER 7HROU91 THE
TRASH ENCLOSURE AREA. 7HE BERM CAN BE CONSIRUC7ED MOE AND FLAT TO ALLOW ROLIING OF 7HE DUMPSTER IN AND OUT THE
ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY 92ED OI1 GREASE
SEPARATOR AND IS IHEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUUUC SANITARY
SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARAIF BUILDING PERMIT MAY BE REWIRED FOR THIS
STRUCTURE.
IDi
EART7HWORKDATA
Q
Q
LEUCADIA BLVD
SOON/A STREET
E/N/ TY MAP
N7S
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 3 H : 1 V
MAXIMUM 077CAL DEPTH OF CUT= 0' ( ORADE REPLACED TO EXISTING
MAXIMUM VERTICAL DEPTH OF FTIL = O' (GRADE REPLACED TO EXISA )
CUT= 15 C
RU = 40 C. Y.
IMPORT = 25 C. Y.
REMEDIAL = 1370 C Y.
INC.
TLC
5TORMWA TER POLL UTIONCONIROL BMPNOTESRELAT IVETOCONSTRUCTIONACTM77ES
CONCRETEWASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCREIE
WASHOUT AREA 10 CONTAIN WASHOUT WASTES ON 97f. IT IS ILLEGAL 10 WASH CONCRETE, SLURRY MORTAR, SIUCCO, PLASTER AND THE LIKE INIO THE
STORMWATER CONVEYANCE SYSTEM OR ANY RECEIWNG WATER. CONTRACTOR SHALL POST A SIGN DE9GNA17NO THE WASHOUT LOCAI70N.
CONSTRUCTION SITEACCESS
A STABILIZED CMSNUC17ON 511E ACCESS SHALL OR PROWDED FOR VEHICLES EGRESS AND INGRESS 70 PREVENT TRACKING DIRT OFF -91E. THIS SHALL
INallDE USING MATERIAL SUCH AS 3' CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLATES
CONSIRUC77ON VEHICLES
A SPECIFIC AREA AWA Y FROM GUTTERS AND S70RM DRAIN SHALL BE DESIGNA TED FOR CONSIRUC71ON VfH ICES PARKING, VEHICLE REFUELING AND
ROUTINE EQUIPMENT MAINTENANCE. ALL M4XR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
�SAUDKRUCS ON �K AAROU �OD ADSIAN BY INSTALLING ON RESISTANT SURFACES A EROSI R SURFACES UAAIE GR COO WGETON AND BON Fl&R M�X
NO EXCAVATION AND GRADING ACRW77ES ARE ALLONED DURING NET NEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED 70 CHANNEL RUNOFF AROUND IHE CMSNUC770V SIZE. CONIRAC70R SHALL PROTECT CHANNELS AGAINST
EROSION USING PERMANENT AND IEWPORARY EROSION CONTROL MEASURES
REMOVE EAS'ANG WOETA17ON ONLY MIEN ABSOLUTELY NECESSARY. LARGE PRaECTS SHALL BE COWUCIED IN PHASES 10 AVOID UNNECESSARY REMOVAL
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT NMEDIAIELY PLANNED FOR EROSION CONTROL PURPOSES
ER09ON SHALL BE PREIEN7ED BY PLAN71NG FAST -OROWNG ANNUAL AND PERENNIAL GRASSES 70 SHIELD AND BIND THE SOIL
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACPWDES ARE COMPLETE.
WATER USAGE FOR DUST CONIROL SHALL BE MIMMIZED.
ON- SITECONSMUCNONMATERIAL STORAGE
STORED MATERIALS SHALL B
THEY GULL STAY DRY OUT O
POLLUTION OF STQRMWATER
ETC. STOCKPILES SHALL BE
COVERED OR PROTECTED Ni
TRAINING
CONTRACTORS' EMPLOYEES NHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WIH THE CITY OF ENCINITAS
STORMW47ER POLLUTION CONTROL REQUIREMENTS THESE SUP NOTES SHALL BE AVAILABLE TU EVERYONE AORKING ON 91E THE PROPERTY ONNER(S) AND
THE PRIME CONNAC70R MUST INFORM SUBCONTRACTORS ABOUT STORMWAIER REQUIREMENTS AND THEIR OINK RESPONSIBILITIES
WASTEMANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSIRUC71ON MATERIALS DUMPING OF UNUSED OR WASTE
PRODUCTS ON THE GROUND, !MERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS SNICIL Y PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER 91ALL BE DISCHARGED IN70 STORMWA TER BERMSMOKES SHALL BE PLACED AROUND ALL OUIP57ERS TO DIVERT THE
NATURAL STORM RUNOFF. DUMPS17ES SHALL BE CHECKED FREQUENIIY FOR LEAKS U MPSTER LIDS SHALL REMAIN CLOSED AT ALL RMES DUMPS7ERS
WSOUT LIDS SHALL BE PLACED, N17HIN SNUCIRES NTH IMPERWOUS ROOFING OR COVERED NTI TARPS IN ORDER TO AVOID RAIN CONTACT NTH ANY
7RASH MATERIAL T� T�
MANY OSDAN HE ECG NO -R CYCXABL ENAUALS MUST BE AKEN TO A/N A PROP M7 LLANDFlUOR DISHED OFFA HAZARDOUS WASN
LOR IDFILL�ND TO STERAZARDOUSCD � 60J 4u36 415HAZARDOUS WASTE HOILINE 70LL FREE AT (800) 714 -1195 FOR INFORMA17ON ON
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE 9TE.
PORTABLE TOILETS MUST BE IN GOOD MORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONIRAC70R SHALL PROWOE SECONDARY CONTAINMENT
AND LOCALE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON FERROUS SURFACES
ALL CONSNUCTON DEBRIS 91ALL BE KEPT AWAY FROM THE STREET GUTTER, AND S70RMDRAK CONTRACTOR MUST ROURNELY CHECK AND CLEAN UP
MA7ERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSIRUCTON ME
FOR MORE /NFORMARON ON STORMWAIER POLLUTION CONIROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF
ENCINITAS AT (760) 633 -2770.
SOILS ENGINEER'S CERTIFICATE
IN THE
OR UNDER MY
WITTED 70
IN IRE SOILS
REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECRCARONS
SIGNED.• Ii Lt� h �VI44 6)ili1�. L�� � ��� "' � �l q
W AYA SNGH ET .a.4 e c ae.,�EC� �® �I &; ���
RW NO: F82 CEG 2/6
W.O. P- 548038 a
782 a
� J
COAST GEOIECHNICAL
SIOLANA BEACH, CA 92075 0
(856) 755 -8622
S T A T EM E N T O F EN G I N EE R OF WORK
THE UNDER90ED ENGINEER AGREES THAT 711E WORK PERFORMED BY THE ENGINEER SHALL COMPLY WPI THE GENERALLY ACCEPTED STANDARDS AND
ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS 7HE CITY OF ENCINITAS AND l7
BODILY INJURY AR19NG SOLELY FROM THE NEGLIGENT ACI�ERRORA OR OMISSIONS 0
THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYM T AND R19NC OUT OF T
SAMPO ENGINEERING INC.
ENCIN/ SECOND 59 0 4
(760) 436 -0660 ,/
BY %fez ��• DAIS 522 !3
WNCENT L SAMPO RCE 44173 EXPIRES 6 30 2013
PUBLIC WORKS
DESCRIP77ON APPROVED DAZE BENCHMARK SCALE SPEC/ALDISTRICTAPPROVAL °`�" " ° °' °" "'" "' doo
L ` CITY OF ENCINITAS SURVEY CONTROL POINT N0. 1023 PLANS PREPARED UNDER SUPERVISION OF
9 ' STARON- 134WOCS2. 2' BRASS DISC LOCATED IN MEDIAN ISLAND
OF LEUCADIA BLVD. 1141 FEET WESTERLY OF LEFT TURN ISLAND
CORE NOSE AT WAIL GARDENS DRIVE N/A
Elf VA TOM 320417' DA 1M. NA H986 9QV DATE ENGEER OF MWOKK
wmM
DALE: igW3
R.C.E. NO.: 44173
EXP. 6/30/13
PLANNINGANDBUILDING
'-ROM PROPERTY DAMAGE OR
OR EMPLOYEES AC71NG NIHIN
PARKSAND RECREATION
LEGEND
PROPERTY BOUNDARY
PROPERTY LINE
EASEMENT LINE
EXISRNG CON70UR
EXISTNG ELEVAPON
HISTORIC CONTOUR
NEW CONTOUR
NEW EiEVAPON
DAYIIGIHT LINE
GRASS LINED DRAINAGE SWALE
DIRECRON OF ROW
CONCRETE PAVEMENT
PRIVATE STORM DRAIN PIPE
PRIVATE CATCH BASIN
GRAVEL BAGS
SILT FENCE
STABILIZED CONNSTRUC776N ENTRANCE
BMP AREA -NOT TO BE MODIFIED
WTOUT PERMISSION FROM THE CITY
0000 MULCHING/SYOPE PR07EC77ON
ABBREVIATIONS.-
AC = ASPHALT CONCRETE
CO = CYEANQUT
EP = EDGE PAVEMENT
IF = FINIS! FLOOR
FG = FINISH GRADE
fH = FIRE HYDRANT
GV = GAS VALVE
GM = GAS METER
HP = HIGH POINT
lE = INVERT ELEVA96N
FL = FLOWJNE
LF = LINEAR FEET
0/11_ OVERHEAD
PPP = PONER POLE
SCO = SEMEN CLEANOUT
SMH = SEWER MANHOLE
TG = TOP OF GRAIE
TW = TOP OF WALL
NM = WA TER METER
WV = WATER VALVE
STANDARD SYMBOL
-
112
112.50
(DETAIL 9)
PER PLAN
SORSO 9-60, PVC SOR -35 -SD SD-
BY THOS' - SD--GI-SD-
(CASQA 9-4, 4 10) & DETAILS G & H
(CASQA SE-1) & DETAIL I o- °
(CASQA STANDARD 70-1) & DETAIL F
(CASQA EC -8)
OWNERS:
MATT WALKER & MONIQUE WALKER
989 SOCNIA STREET
ENCNITAS CA. 92024
SITEADDRESS:
MATT WALKER & MONIQUE WALKER
989 SIDONIA STREET
ENCNITAS CA. 92024
ASSESSOR'S PARCEL NUMBER: 256- 233-15
LEGAL DESCRIPTION.
PARCEL 3 OF PARCEL MAP Na 3324 RM 91 DIE LW}1Cf OF DE COIAVTY RECOM
OF SAN DECO COLAVTY, DECEMBER 19 1974 aW A DINSM OF LOT 27 OF
PCALEQBW�AAA, A� 10 NAP D NO 2 M E OF PE
Ca1Rm 11ECQ4DfR OF SAN D&O COLWTY, SWURER 27, 1944
TOPOGRAPHY.•
THE EXISTNG 701POGGRAPHY SIHONN HEREON IS BASED ON A FIELD SURVEY
PERFORMED BY SAMPO ENGINEERING INC. ON FEBRUARY 26, 2008.
SLOPEANALYSIS:
EXISTING GRADE OF 771E ENTIRE SIZE IS LESS THAN 25X SLOPE.
OWNERS CER77FICAIF
SAN DIEGUITO WATER DISTRICT
IMPERWOUS AREA PRIOR TO CONSTRUCTON.• 2753 SOFT
IMPERWOUS AREA AFTER CONSIRUCTO . 753 SOFT
INCREASE IN IAHPERWOUS AREA: 0 SOFT
IMPERWOUS AREA REPLACED: 0 SOFT
BMPPROJECTSTATUS.' sTANDARD
ENCINITAS FIRE D E PA R T M E N T
-I;--. 30 -/3 i��� Z lJ '� (� ;=2$ -A3
SIGN DATE D IE SIGN DATE
96N4TURE EXPIRES 700 YEARS FROM DATE 96NED
ENGINEERING D EPA R T MEN T A P P R 0 VA L S
DATE
�cfi�lirr. ir.
GLENN PRIG_ /Q°
13
DAIE
CITY OFENCINITAS - ENGINEERING SERVICES DEPARTMENT
GRADING & EROSION CONTROL PLANS FOR
WALKER PROPERTY
989 SIDONIA STREET
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O EXISBNG 10' WIDE EASEMENT FOR PU81iC ,
0 -III= III =III III - III -III -II III III -III= III =III-
I I I HIGHWAY PURPOSES GRANTED TO THE COUNTY - -
a G� Rr \\ -III =1 II 1 =1 1 =1 1 =1 11 =1 1 =1 1 =1 1 =1 11 =1 11 =1
IFPER ftAN OF SAN DIEGO BY DOC NO 74- 309925 0 I =1 I LEI I =1 I IE- I I I I I I = I =1 I -1
PRIVATE 12' HOPE PVC STORM DRAM REC NOVEMBER 25, 1974 OF O.R. -� _
2614 v� +
`D 1 Z I -III NOTES
`� 1 L PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL
` -261' R `,
~ DiA o \ N 2. FAR GRASS OR TURF OPnON, INSTALL LANDLOK TRY 450
\ 260 __ aE.. 7 Z{- , & - TYPICAL DRA AGE SWALE A/RF REINFORCEMENT MAT.
X\ \ d
259 - _. __ NO SCALE /l i 1"--10' p
- 258 - ` NO SCALE
co A
°
wDOn 0 5 10 20
?. J 257"
DECK
T
-256 255.4
EXISTING RESIDENCE
989 SIDONIA STREET T
ess
7
APN 256- 233 -15
�, 1
7T / A
PROTECT EXlS1)NG
WOOD FENCE IN -PLACE o ! I
�F 0 71 RESris_D ,
757x0 NGvj is" +koPE ST020A 'Oew\1J
RIM
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ABOVE CrRADf
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_ / V 258. 4 X� k ABJUE vRnGE �1
r °> _
° 7 WGDD 5Z m, _ PROTECT EXISTING �6 Z
° f FfI,41M1VG p{_ - - - - PALM TREE IN -PEA 6 6 y
255 E - p p : o \ NAt`C -�\J v 256.4 - S
OFFSITE GRADING \ e `� <' ��� \ \ 2 5
.. ° a �.✓ 26 5217 I �,' ✓_(1 ,D \ ° nF Gi p. p p fi !�'� �{ i,X \ -- -- �_
TO'REMOVE AND p } 0 \
I - � ~'�.. °' r� , 2`& �?. ': ° ' 56.66 � I 11 '" � ' � ° I ? I 7 �-� � EXCA TE LIMIT OF T . 361, 266. 7P
55.,1 ° 6 a; ° , '. 2 , 7; (261.8
RECOMPACT ', 25q \ _ _ __ v r - --
UNDOCUMENTED &RAVEL - � ° °° I UN N D FlLL AND �
FlLL PER
` - r, p - �\ �, MPACT PER SOIL ENGINEERS _
� BEGIN BF#SS -LINED Shi1Lf. ~ ~.. - - - -_ __ -- _ •`��1.-- -�'- �- �, -�"`o `' ' ° - -- °, ,' `',��` �..p `\ � - - --,� •��`' REPORT AND RECOMMENDAnONS �; =;,Di I �, EXISTING EDGE
GRADING PLAN I 25 CONCNfT` i!A + P S v \
FG 248 0 ° 3 e p -,� 9.n
10900 -G .. i •' £&0EfiE 4 A OF PAVEMENT
l5o SEE DETAIL B' \` REMOTE AND REPLACE t�16 Lf \� �� � _
-� EnNG CHAINLINK FENCE ` "� °' P r
X
CONCRE;L `` 11
�
X
_ 26�
fS- 26'1.83 ..
ON CRADE
e a DAYLIGHT LINE 255.! 1ECT G 261
\ CRA PE ~
- 24g (TYPICAL) CONCRETE WALR`'1N�PL�CE
259
n � P4rF .Sli � , � - � 266.24
F, EX S i11E ' . PROTECT EXISTING DA IOHT LINE \ \
247 ' I \// ° ° ~ \ EXISTING PUBLIC DRAINAGE EASEMENT P. 266.6
CHAINCINK FENCE IN -PLACE (TYPICAL) �. \ ~
a o - \ ° . GRANTED TO �{E CITY OF ENCINITAS \ \ �'p \ 4 VC
\I- - - IL- -u ~ _ , RECORDED f7- 2013 AS
L
i 1 -„ �f - ; ,_ - - -- m ��- - -- -.� - - - - - - -- = = �: - DOC: N0. ld -0�1�E O.R.
11 - /
DAYLIOHT LINE �"-°� _ �� .,•�, o \ \
CAUnow.11
CONTRACTOR TO VERIFY LOCA RON
OF EXISTING UTILITIES ENGINEER
OF WORK TO BE NOTIFlED IF ANY
MODiRCA17ONS TO THIS PLAN ARE
NECESSARY.
c 1 ov EWQVII y% stANOAV.0
OR TRWaej(AS
2661.33
(TYPICAL)
I
ct
\` 1 - �XT W 255 PVC MY HDP
% �+ I \~ �� 3 - Il -11 It --1 i DRAIN 0 15.6% ry m
_
v ��
BRASS -LINED SWALE. P. -V.l. 261.0 `
MODIFIED WITHOUT �, l ' , � - `.� � _..,� � v �
CITY PERMISSION SEE DETAIL B.
30' c'S \ 2513 16' MIN A. 6�° R ND CT P �� i /r VC. j \\ \\ �-
TG 247.5 O I SOIL ENGINEERS REPORT AND s
i 4 \ \
45.8 y�2 85 1 �� DRIVE :. rs : �RECOMMENDAPONS
IVI Ts
�' f
-
i
EgN \
B 6RA&S= NED SWALE
Mt DETAIL -B.
, •_ ,�,� � - _ __- - - -- - II-' -(i II -11 _ II - II II II II - _ it �I - �._'I� - II �!- _._._. II / •
R A AREA. EXISTING EASEMENT FOR RDA AND PUBLIC NO2�T29'E 27L53'
BE MODIFlED WITHOUT DAYLIGHT UN UTILITY PURPOSES IN FAVOR OF PCL 4 Of
CONNECT b" HL)PE SO CITY PERMISSION PARCEL MAP N0. 3320, RECORDED 60V EL EXISTING IRREVOCABLE OFFER TO DEDICAif ' .
� I% MIN To ?YPE
�g8 (TYPICAL) r � SEPTEMBER 12, 1975 AS FILE N0, 75- 247167 SERE DETANED SWALE. PURPOSES GRANTED R PUBLIC
COUNTY OF � � � (�QRVEELINED SWALE.
F+ (HS(F1 gpS�p pee ttiV OF 0. R., AND EAASEWOE T PER M 3J20 SAN DIEGO PER DOC. NO. 74- 309926 REC. / l SEE DETAIL_ B' B A. NOT
(rRgO \N(r Q� \0`�� " ace 4N r CYIPIAIITAC crAUnAnn . NOVEMBER 25, 1974 OF OR p UNDOCUMENTED FILL AND TO
1 I S RECOMPACT PER SOIL ENGINEERS BE MODIFIED WITHOUT
BRANMl6. En /C20�cyv��.vr �, EASEMENT QUITCLAIMED PER DOCUMENT N REPORT AND RECOMMENDAnONS I CITY PERMISSION
h1Ain/T. AND O, 4L CbiiCNANt EXISTING AC 2012-011,6968 RECORDED FEBRUARY 29, 201 IRREVOCABLE OFFER 10 DEDICATE REAL ` NOTES
- ' s SIDEWALK \ PROPERTY QUITCLAIMED PER RESOLUTION
-- - RELO//L'O o,V G' •I i 89 -32 PER DOCUMENT N0. 1989 - 433471
/ AS 4�L 1f1'E►Z�Sil \ \' RECORDED AUGUST 14, 1989. r�0 CAV C1 2° HOPE P C TO L PR/VA]F S70RM DRAIN PIPE SHALL BE SOLID WALL P19 CLASS SDR -35 MINIMUM. SEE PLAN
- ERIN 247.10E F CA1CN BASIN. FOR PIPE 512B
SEE LETTER OF PERMISSION FOR 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUn0V CON)170L SHALL
N`�A ITE GRADING ,' NOT BE MOOIFlED WITHOUT A PERMIT FROM THE CITY.
72 (
OFFS
-- J.- __ ,_ ----�_ BY.'ENUNItRS QAUI.Ii C /MHUIKY ASSd(
A EXISTING CURB - - - _ _
' AND GUTTER ' "_ DAZED: " CZlro72o�2 -
--iPI Tr _kTC RH A91I t f, WALL FLOW AWAY FROM STRUCTURES AND NOT BE ALLOWED TO POND
-� A iCEM WA _
ADJACENT iO STRUCNRES
I 4. ALL ON SITE S70RM DRAIN, DRAINAGE SWALE, AND BQP AREAS ARE PRIVATE AND 91ALL
ly- �� BETE CORE GUJ;' 1 KEY NOTES BE MAINTAINED BY THE PROPERTY OWNER
/ / a SIDEWAf k 12' X 12' PCC CATCH BASIN AND DATE BY BROOKS; 5 THE EXISBNG TOPOGRAPHY 9100 HEREON IS FROM A RaD SURVEY PERFORMED BY
OR APPROVED EQUAL SAMPO ENGINEER /NQ INC. ON FEBRUARY 26, 2009
n
6. Sif SFCE£T 3 OF 3 FOR EROSION CONTROL MEASURES AND CONS1RUC7701V BEST
n.• n,• 69 n
MANAGEMENT PRACTICES
OR APFROO
7. A PRELIMINARY 177LE REPORT PREPARED BY PCOR 7711E COMPANY AS ORDER NO.:
3 PROTECT E
00039610- 995 -CCI, DA TED DECEMBER 29, 1011 WAS PRONDED BY THE OWNER AND REVIEWED
EXISTING TREE IN- PLACE
J,
I FOR AV -S71F EASEMENTS SAID EASEMENTS HAVE BEN PL011)R AND REFERENCED HEREON.
\ \ 8 PRIOR TO COVSTRUCnAV, THE CONTRACTOR 91ALL OBTAIN AN ENCROACHMENT
PERMIT FOR ALL WYARK TO BE PERFORMED IN THE PUBLIC RIGHT- OF-WAY OF gDoNIA STREET
RIW AND QUAIL GARDENS DRIVE
B' U I LT 2�� \ Q��E$$/ 9 THE CONTRACTOR SHALL ASSUME ALL RESPOW -0XITY FOR DESIGNING AND IMPLEMENTING
L ANY AND ALL TYPES OF SHORING SYSTEMS )HAT MAY BE NECESSARY IN ORDER TO EXCAVAiF
FAR PRIVATE STORM DRAIN SHOWN HEREON. THE SOIL ENGINEER SHOULD BE CONSULTED FAR
SHORING AND STABILIZA77ON RECOMIIENDAROYS PRIOR TO CONSTRUCTION. A BUILDING PERMIT U
`j Z-5
UAJ /3 �Zg �- CD � No. 44173 0 rz 1S REQUIRED FOR ANY SHORING fo
SAMPO ENGINEERING, INC° ��i / ����
06 -30 -13
G J'q C1V1\
TFOF CAS \F��
CHANGE NO. DESCINPBON APPROVED DATE BENCHMARK SCALE SPECIALDISTR /CTAPPROVAL DESIGNED BY. DRAWN BY I CHE010BY- ENGINEERING DEPARTMENTAPPROVALS C/ TYOFENC/ N/ TAS- ENG /NEER /NGSERV/CESDEPARTMENT
Its
I AS (�UIITS • ( CITY OF ENCINITAS SURVEY CONTROL PANT N0. ME PLANS PREPARED UNDER SUPERWSION OF REVKE GRADING PLAN FOR:
I
OF LEU.• 1A &W.. 2' BRASS DISC LOCATED IN MEDIAN 2AND WALKER PROPERTY
OF LEUCADIA BLVD. 1141 FEET NESTERLY Of LEFT TURN ISLAND
OGRE NOSEAT QUAIL GARDENS DRIVE 1' = 10' DATE: 1E : 5 7Z 13
R.C.E. NO.: M173 MA MkDE GLENN PRIUM
ELEVA77A4. 320.417' DATUM.• NA MW SIGN DATE ffN VT L M U EXP. 6 113 �! �!� 4 -/P^ �3 989 SIDONIA STREET
ENGINEER Of WORK DATE DATE ACC hit). AI /A
0
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DRAWING NO.
a
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11410-6
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1. SET POSTS AND EXCAVATE A
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2 STAPLE MIRE FENCING 10
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C 11--010 4 IN (10 CV) OF SAN DIEGO BY DOC NO. 74- x)(425,
NO SGYE RLL h' IfVRFF 2°. 19`4 OF OR.
ATTACH 1FE FiUE1t FALMPIC 10 4. BA(X(FILL AND (AMIPACT Int 1
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� )TEL BAGS HE AWCMR SE-1 FAR AAD111M Of M n W 1
TYPICAL VELOCITY CHECK DAM D TYPICAL SILT FENCE E 2
NO SCALE NO SCALE ` D
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I -I L _ _ ` ?S 5' / L , SOIL ENGINtERS REPORT AND F RtM
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1E11�OPARY GRAYfLBAG AIlET EG UTILITY PURFI; r A a%
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�A c P,T,EMBER 12 I ; ILE ,v.. < <iibl LASS LI
GSt,41 STAADA/N/ SE-14 1}P OF DR., WPE PRiVAr'E ROAD r ^
Q 2' WI E TREh'CN- RESURFACING ASE1fiENT PER PM 3320. IEIFARARYSIT FFNfFffR DETAI
-- - -PER CITY OF ENCINITAS STANDARD E MENT QUITCLAMED PER DOCUMEN7 ,^,
_ L 1� AND CASGI DETAIL SE-1
DRAWING \ EX V079 6968 RECORDED FEBPUARY 29. 2D
IMIFOIRARY Y2Oa7Y Ma DAY PLN \
DEVIL VIAND CASfiN STAMM 5E-4 - -- - - -
Y2' 3" PVC iD_E a U_ R - E LET ER OE PERMISSlaN FaR
ES PEP, SD,RS D -2 _ - �� _ JFI 'TE GRADING
- _
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ON IRA CTOR C, VERIFY IOCAPC41
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PER DETAL Y AMID
DETAIL TC-1
EXiS rVG iRRE' ✓OCABLE OFFER 1C DEDICAI
REAL PROPERTY FOR PUBLIC ,4,?GHWAY J T - f DIA
PURPOSES GRANTED TO THE COUNTY OF l..r `�-C LINED SWAALD Rcf A I MIE
SAN DIEGO PER DOC h'0. 74- 309926 RFC' l tXCALS °;NITS Qr _.. \ T
NsOCUMEh'tr" ; L(r An 512.. D 'B' GAZER )IFAN 3�1 BIl
NOVEMBER 25, 1974 OF O.R c _ - ak: FW A r Y'iR SOIL FN =GVEE,q;S A. PFD PLEA
NOT ;0 -T SMALLER 1FMN 6/
RREVOCABIE OFFER TO DEDICATE REAL RtP - �SO,VYLW BARONS SSiOh' \ 121/1( FLIER FA6I�C
PROPERTY QUITCLAIMED PER PESOWPOh' f E,nS11YG
z i ��
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£, urrc
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CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL D/STR/CTAPPROVAL DESIGNED BY DRAMN BY I qiE KE BY ENGINEERING DEPARTMENTAPPROVALS
CITY OF EXXTAS SURVEY CONTROL POINT NO. 1023 PLANS PREPARED UNDER SUPERVISION OF REI�EffE
STATION 1349CCS2. 2' BRASS DISC LOCATED IN MEDIAN ISLAND
OF LEUCADIA BLVD. 1141 FEET MESIMY OF LEFT TURN ISLAND DAZE: 6,477413
GORE NOT AT QUAIL GARDENS DRIVE i = 10' M SI MAHER GLENN PRIUM
�„- f � .�-y.. R.C.E. N0.: 44173
LIEYADON 320.4112 DATUM NAVDEIB SON DATE KNCENT L SAMPO EXP. 6/30/13 60-0-/3 4 -f
ENGINEER OF MDRK DAIE DAIS
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C/TYOFENC/N/TAS - ENGINEERING SERV/CESDEPARTMENT DRAW/NG NO. z
EROSION CONTROL PLAN FOR: 0
WALKER PROPERTY 11410 -G a
989 SIDONIA STREET I
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