2014-12058 G (Plans)RIGHTOFWAYNOTE
OMNER IS 10 OBTAIN A CONSTRUCTION PERMIT IRON THE ENGINEFMNO DEPARTMENT AT LEAS
RIGHT OF WAY. FAILURE TO DO SO RILL RESULT IN ISSUANCE OF A STOP WORK N017CE AND
OF IHE ONVER TO KNOW OHERE HIS/HER PROPERTY LINE iS
DRAIM40ENOTE
T 48 HODS PRIOR 10 WNW IN THE PUBLIC
DOUBLE PERMIT FEES IT IS THE RLSPON93UTY
NO CONVENiR47ED DRAINAGE ROWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS 10 DRAIN AWAY FROM STRlRRRES FOR A
MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED 70 AN APPROVED DRAINAGE FACILITY.
UlWYNOTE
ALL UTILITIES SERVING THIS 27E SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
L ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD SPECRCATONS FOR PUBLIC WORKS CONSTRUCTON THE
DESIGN CONSIRUCTION STANDARDS OF THE CITY OF ENCINiTAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWNGS ANY C AkI OR
REW90NS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2 THE SOILS REPORT TITLED PRELIMINARY GE07ECHNICAL /NVESTIGA PON PROPOSED ADDITIONS AND GARAGE 2580 AND 2582 SAN ELLJO AVENUE
CARDIFF CALIFORNIA' DATED APRIL i1 2014. SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN
ACCORDANCE NTH THE RECOMMEADAA S AND SPECIFICATIONS CONTAINED IN ALL SAID REPORTS AND UPDATES
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION N NAN PUBLIC RIGHT- OF-WAY OR EASEMENTS SHALL BE REQUIRED IN
COWNC17ON OfT H IMPROVEMENT PLANS
4. NRITTEN PERMISSION SHALL BE OBTAINED FOR ANY W91E GRADING
5. CONIRAC70R SHALL TAKE ANY NECESSARY PRECAU71ONS REQUIRED TO PR07ECT ALJACENT PROPERTIES DURING GRADING OPERATIONS
ANYTHING DAMAGED OR DESTROYED 91ALL BE REPLACED OR REPAIRED 70 CONDITION EXISTING PRIOR TO GRADING
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK NHICH IS DISTURBED OR DESTROYED SHALL BE
RE- ESTABLISIIED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
7 THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY OEWGES INCLUDING SHORINf� D SHALL BE RESPONSIBLE FOR
CONFORMING TO ALL LOCAL, STATE` AND FEDERAL SAFETY AND HEWTH STANDARDS LAWS AND REGULAI%NS
BED THE HOURSI �NT3OP.M. AND �AO A M. NOR OV iSATURD M OF ��YS AND aTY REL�l� HOLIDAYS
NOT BE CONDUCTED
9. NO GRADING OPERATIONS 91ALL CMIANENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE NTH THE FOLLOIWNG PEOPLE
PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER GRADING CONTRACTOR AND PERMIT IEE. THE PRE - CONSTRUCTION MEETING -HALL BE
SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS 10 ANY PROPOSE) CGNSiRUCRON 91F NNAN THIS PROTECT THE DEVELOPER 91ALL
SUBMIT 70 AND RECEIVE APPROVAL fROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROL17E. THE DEVELOPER MALL COMPLY NTH ALL
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE INTH REGARDS TO THE HAULING OPERATION.
iL UPON RNAL COMVPLE77ON OF THE PORK UNDER THE GRADING PERMIT, BUT PRIOR TO FNNAL GRADING APPROVAL AND/OR FINAL RELEASE OF
SECURITY, AN -AS GRADED CERTI96A17O - SHALL BE PROVIDED STATING 'THE GRADING UNDER PERMIT N0. 11058 -G
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE- MTH THE APPROVED GRADING PLAN CR AS -SHOW ON THE ATTACHED AS- GRADED PLAN
THIS STATEMENT SHALL BE FOLLOMED BY THE DA IF AND 96AA7URE OF THE CIVIL ENGINEER WO GERTIFlES SUCH GRADING OPERATION
12 ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BAC(f1LLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS
REQUIRED AND INLL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE IHAT
08SERVAPONS AND TESTS HERE MADE BY HiM OR UNDER HIS SUPERVISION D 7HAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS
ARE ACCEPTABLE FOR THEIR INTENDED USE
14. ALL AREAS TO BE RLLED SHALL BE PREPARED TO BE FILLED D FILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD SPECIRCA NON.
ALL VEGETABLE MATTER AND ORECTONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON MHICH THE RLL IS
TO BE PLACED. LOOSE RLL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
SCARIFIED 70 A DEPTH OF 12 UNCLES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT IT -HALL BE THE CONTRACTORS REMSIOUTY
70 PLACE, SPREAD, WRIER AND COMPACT THE FILL IN STRICT ACCORDANCE NTH SPOIRCA PONS
16. ALL TREES BRUSH GRAS AND 07 HER OBTECTIONABLE MATERIAL 91ALL BE COLLECTED, PILED OR OIHERIMSE DISPOSED OF OFT THE SITE
BY THE CONTRACTOR 5`0 AS l0 LEAVE 7HE AREAS THAT HAVE BEEN CLEARED NTH A NET AND RNISHED APPEARANCE FREE FROM UN90HiLY
DEBRIS APPROVAL OF LOCA71ON OF DEBRIS FILL SHALL BE TOURED MOM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL
OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREE'S SHALL BE CONSISTENT NTH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TRESS
PR1CTTED THIN CITY LNG �SiRUC� UNLESS CITY ALLY APPROVED OTHER � NO GARE NQ 9rr4VAn� CITY TREES OF CITY
TREE ROOT SYSTEMS 91ALL OCCUR WTHIN THE CITY TREE DRIP LINE AREA (THE AREA fROM THE TRUNK OF A TREE 10 THE OUTERMOST EDGE
OF THE TREE CANOPY PROECTON ON THE GROWD1 /F A CITY TREE IS NOT CLEARLY LABELED 10 BE REMOVED IT MUST BE PR07FCTED IN
PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN GGONf1ICT NTH A CITY 7RE& IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO
ADDRESS THE )REF REMOVAL
NOTIFICATIONS
L IRE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHORN ON THESE PLANS MERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS TO THE BEST OF OUR KNONEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHORN ON THESE PLANS HONEVFR.• THE
CONTRACTOR IS REQUIRED 10 TAKE DUE PRECAURONARY MEASURES TO PR07ECT ANY EXISTING UTUTIES OR STRUCTURES LOCATED AT 7HE
WORK SITE. IT IS THE CONTRACTOR'S RES PONSBIIJTY TO CONTACT THE FOLLOWNG OIWIERS OF SAID UNLINES OR STRUCTURES PRIOR TO ANY
EXCAVATIM FOR 01RCA71ON AND LOCATION OF UTILITIES AND NOTFlCAPON OF COMMENCEMENT OF MIRK
A. SENERS - CARDIFF SANITATION DISTRICT (760) - 632770
B. GAS &ELECTRIC - SDGE - 760 - 438 -6200
C WATER - SAN DIECU170 WA TER DISNICT-1-760-6JJ-2709
A TELEPHONE - SBC BELL - (760) -489 -3411
E. CABLE TV - COX COVMUNICATI S- (760) -806- 9809 X -2233
2 CONTRAC70R SHALL NOTIFY THE CITY ENGINEERS OMCE 48 HOURS PRIOR TO BEGINNING ANY MONK DN THIS PROTECT PHONE
(760) -633 -2770.
3 THE CONTRACTOR -WALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. (760)- 633 -2770. ALL MW PERFORMED MAHOUT
BENEFIT OF INSPECTION MILL BE SURECT TO REECTION AND REMOVAL
DR
CNESoIOD
N 3L
t5 '� g
SAN EUJO
LAGOON
a
MINI TY MAP
NiS
L IN CASE EMERGENCY MONK IS REQUIRED, CONTACT DANIEL ME2XW AT (760) 535 -1966, 24 HOURS A DAY.
2 EQUIPMENT AND MORKERS FOR EMERGENCY MONK SHALL BE MADE AVAILABLE AT ALL 77MES DURING THE RAINY SEASON (OCTOBER i TO APRIL
15). ALL NECESSARY MATERIALS -/ALL BE STOCKPILED ON SITE ON OCTOBER i AT CONVENIENT LOCATONS 70 FACIUTAIF RAPID CONSTRUCTION
(uA TEMPORARY EROSION CONTROL MEASURES MNEN RAIN IS IMMINENT.
3 DEWCES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED NIHQUT THE APPROVAL OF THE ENGINEERING INSPECTOR
4. THE CONTRACTOR SHALL RESTORE ALL ER090N CONTROL "LYS 70 OWING ORDER i0 THE SA D9 -ACTON OF THE CITY ENGINEER AFTER
EACH RUN -OFF PRODUCING RAINFALL
5. NE CONiRAC70R SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REOUIRED BY THE CITY ENGINEER DUE TO AN
INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES NHICI MAY ARISE:
6. THE CONTRACTOR 91ALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE
UNSAFE OR ARE PO TEN 17ALL Y UNSAFE.
7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED QPAD/NG PLAN SHALL BE INCORPORATED HEREON.
B. CRADED AREAS AROUND THE PROTECT PERIMETER MUST DRAIN AWAY FROM TINE FACE OF SLOPE AT THE CONCYUSION O(F)EACH PORK DAY. Y NO PC
PRW REMOVABLE PROIEC17W
FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVEDDAAFTER EACH RRAWFALL DAY RAIN
STORMWATERPOLLUWNCONTROL POSTCOAISTRUC71ONSUP/AVPN07FS
1. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS MALL DISCHARGE
ONTO GRASS D LANDSCAPE AREAS PRIOR TO COLLECRON AND DISCHARGE ONTO THE SIREET AND /OR INTO THE PUBLIC STORM DRAIN SYS EM
2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL 91ALL NOT QU MODIFIED INiHOUT A PERMIT FROM THE
CITY.
3 ALL IMPERVIOUS AREAS WINN THE SITE SHALL DRAIN TO APPROVED BMPAMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WTH
ADEQUATE GROUAOCOVER PRIOR 70 DISCHARGE FROM THE 91E. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/AMP
FACILITY D /OR IRE 71WILANDSCAPED AREAS
4. NO DRAINS 91ALL BE INSTALLED IN HARDSCAPE; DRIVEWAYS; OR ANY OiHER IMPERVIOUS AREA UNLESS THE ROW FROM THE DRAIN
DISCHARGES 70 AN ADEQUATE AMP/BIIPP,
5 DRIVEWAYS SHALL HAVE A MNN/MUM 29 CROSS SLOPE TOWARD THE IMPIPMP AREA OR HAVE ANOiTNER APPROVED DRAINAGE SYSTEM THAT IS
DESIGNED 10 COLLECT RUNOFF AND DISCHARGE IT 10 AN ADEQUATE IMP .
6 ALL STORMWA)ER /MP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WTHOUT A PERMIT FROM THE CITY.
7. THE INSTALLA TION OF ADDITIONAL IMPERWOUS SURFACES NOT SHOWN ON THIS FLAN MAY REQUIRE THAT 7HIS PLAN BE REVISED OR THAT A
SEPARATE ENGINEERNG PERMIT BE OBTAINED.
SAN DIEGUITO WA7ER DISTRICT NOTES'
1, WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT
WATER AGENCIES' STANDARDS COMMITTEE (WASC).
OF OR TH SORRIS�OF UHOU D �E TR U AS TE EO�JE
OF NON- DCE Y DISTRICT OR STRUCTURE NM THE TS F THSG Ef
J. ALL EXISTING FACILITY NNICH MAY AFFECT FINAL DESIGN, I.E. LINE CtOS -NCB LINE PARALLELING OR PROPOSED CONNECRON 91ALL BE
hf@ WHRfig. ALL INS NG OR PROPOSED UTILITY 6 SS/NG W ININ 10 FEET Gw PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT
PLANS ELECTRICAL AND SEVER 70 CROSS UNDER WATER MAINS UNLESS GVEN HRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT
4. VAL�MVALW BOXES E(IC) NNNCH IS fFECiED BY THOR PR N CT ALL AFTECTED AA TER FACI 7TES MUST MEET CURREN,WATERAAGENCIES'
STANDARDS COMMITTEE WASC) STANDARDS IF FACYUTIES DO NOT MEET STANDARDS THEN THEY -HALL BE UPGRADED 70 CURRENT STANDARDS
AT THE ONNER'S EXPENSE.
5. UTILITIES 10 MAINTAIN M /NNMUAI 5 -FOOT SEPARATION NHEN PARALLELING WATER SERVICES
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REWIRED BETNEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULiS
7 ALL WATER SERVICES 70 BE CONSTRUCTED LIEAR OF DRIVEWAYS AND ALL 07HER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF
THE PARCEL THEY ARE SERVING
8. CAUFORMA STATE LAW ASSEMBL Y BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL
POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE NTH THIS LAW, THE DISTRICT -HALL REQUIRE ALL MATERIALS TO BE
NO -LEAD BRASS PARTS
9 ALL COPPER TUBING USED FOR AIR RELEASES, BLOW Of FS AND SERVICES -HALL BE PROVIDED MITI CATHODIC PROTECTON IN ACCORDANCE
IWTH NC -17 OR NC -i8.
CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK
0 A5-0910-5 3 ✓d CITY OF ENCINITAS SURVEY CONTROL NETWORK POINT N0. 1042.
A 25' SD. CO.ENGINEERS DISC STAMPED 'OC 136, 1968'
2L• IN EAST WNG WALL OF THE NORTH END OF THE NORTHBOUND
HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON.
DATUM:NAW88 ELEVATON.• 16.938'
SCALE AS -BUILTS °LMA`O 111
ORB
PLANS PREPARED UNDER SUPERVISION OF
N/A
SIGH DATE VINCENT L SAMPO
ENGINEER OF WORK
STORMWATERPOLLUT70NCON7ROL BMPNOTESRELAIN7000N67RUCTIOIVACTiVITi 'ES
MORTAR, STUCCO, MIER AND THE LIKE
96N DE96NATING THE WASHOUT LOCAHON.
CONSIRUC77ONSI7EACCESS
A STABILIZED CONSTRUCTION 97E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS 70 PREVENT TRACKING DIRT OFF 97E THIS
SHALL INCLUDE USING MATERIAL SUCH AS 3' CRUSIHED ROCK AND /OR CORRUGATED SIM PANELS/PLATES
C O N S i R UC T I 0 N VEHICLES
AND �nNEEEQUIPMENT FROM GUTTERS MAAN � MAC EPAIRSS MALL BE 91ALL BE MME �� CONSTRUCTION VE16mYES PARKING VEHI(XE RETUEUNG
EROSION CONTROL
EROSION CONTROL MUST BE PROVED FOR ALL EROSIVE SURFACES SLOPED SURFACE'S ESPECIALL Y 91ALL BE PROTECTED AGAINST EROSION BY
INSTALLING ER09ON RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE GROUND COVER WCETANON, AND BONDED RBER
MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALL ONS DURING MET MEATIER.
DIVERSION DIKES SHALL BE CONSTRUCTED R/ CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS
AGAINST EROSION USING PERMANENT AND TEM XARY EROSION CONTROL MEASURES
REMOVE EASING VECETA71ON ONLY NO ABSOLUTELY NECESSARY. LARGE PROECTS -WALL BE CONDUCTED IN PHASES 10 AVOID UAbVECESSARY
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 WERE CONSIRUC71ON IS NOT AURA TELY PLAMNED FOR EROSION CONTROL
PURPOSES ER09ON SHALL BE PREVENTED BY PLANTING FAST- GROINNG ANNUAL D PERENNIAL GRASSES TO 91ELD AND LTIND THE SOIL
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MANM /ZED.
77LUNING
CONTRACTORS' EMPLOYEES MHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED 70 BE FAMILIAR MITH THE CITY OF
D MTAS STORMWAMR POLLUTION CONTROL REQUIREMENTS THESE BAIP NOTES SHALL BE AVAILABLE 10 Elf ROVE NOMONG Oy 97E. THE
PROPERTY OIWVER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCOy7RACTORS ABOUT STOWWATER REQUIREMENTS AND THEIR OWN
RESPONSIBILITIES
WASTEMWAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISP09NG OF ALL WASTE AND LAOS CONSTRUCTION MATERIALS DUMPING OF UNUSED OR
WASTE PRODUCTS ON THE GROUND, WHERE 0A I& CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS SIRICiLY PROHIBITED.
�� VELETAS MCA BE RECD NO -RE BWLAE MA�IAALLS MST BETA EN 70 "AIHLAMfXL OR DI WAS
714- ii�fOR NFCRMA ICN ONALAmr%LS AND 70 ORDER DUMPSTERS CALLA � AT (760)ZA 6- 4151WAS1E H01/JNE TOLL FREE AT (800)
POLLUTANTS SHALL S KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE 91E.
PORTABLE TOILETS MUST BE IN GOOD MORK/NG ORDER AND CHECKED FREQUENRY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT D LOCATE PORTABLE 701L£TS AWAY FROM S7ORMDRAIN INLETS ON PERVIOUS SURFACES
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER D STOBMDRA/N. CONTRACTOR MUST ROUTINELY CHECK AND
CLEAN UP MATERIAL THAT MAY HAVE 7RAVELED AWAY FROM CONSi trellOy GUTTER.
FOR MORE INf7MMAPON ON S70RMNATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT
CITY OF ENCINITAS AT (760) 63i -2770.
74l G
N0. 2 FURTHERMORE, I HAVE REWEHED THESE GRADING PLANS AND CERTIFY THE RECOMMENDA77ONS INCLUDED IN THE SOILS REPORT FOR THIS
PROECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND 9DECIR04 17ONS /2cp0 +s y - / / -/N aid
SIGNED
M A 9NGWA G -E.78Z t� G&:Oo aBl1/��
RCE NO.: � �� �Q SId�A
W.O. P- 614114
CD
COAST
COAST GEO7EGHNlCAL , 782
779ACADEMYDRIVF i ENGINEERING
SOLANA BEACH, CA 92075 \ �, GEOLOGIST \Q
(858) 755 -8622
STAY E=MENT OF ENGINEER OF WORK
THE UNDERSIGNED EAGNEER AGREES THAT THE NOR/K PERFORMED BY THE ENGINEER &HALL COMPLY NIH THE GENERALLY ACCEPTED STANDARDS
ENGINEER AND HlS ER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
OF THE WORK P ORMED BY IHE ENGINEER.
SAMPO ENGINEERINa INC
171 SAXONY ROAD, STE. 113
ENCNITAS CA 92024
(760) 436 -066J0 n
BY 0-41 DATE 1?- 6111V
VINCENT L SAMPO RCE 44173 EXPIRES 630 2015
AND EMPLOYMENT AND ARISING OUT
FIELD OPERATIONS PLANNINGAND BUILDING
•2b • ty it is t
DAIS SIGN D >E
cHecwm er. ENGINEERING DIVISIONAPPROVALS
DATE : 12h1hY
R.C.E. NO.: 44173
EXP. 6/30/15
LEGEND STANDARD SYMBOL
PROPERTY LINE - -- -- --
EA27AWT LINE
ENSTTNG CONTOUR
EXISTING ELEVATION
NEW CONTOUR 170
NEW ELEVA71OIN 170.50 -
DAKIGHT/SANfCUT LINE
GRASS- -LINED DRAINAGE SWALE DETAIL 'A'
DIRECTION OF FLOW
CONCRETE PA PMT
PER PLAN
PERMEABLE PAVERS FOR ENINP'S NOT
UNI ECO -S1nNE OR APPROVED EQUAL
L L L L L L
10 BE MODIRED M THOU T PLRM/SSON
DETAIL b'
PERMEABLE PAVERS FOR BMPS NOT
UN/ ECO -STONE OR APPROVED EQUAL
70 BE MODIFIED MAHOUT PERMISSION
DETAIL D'
CONCRETE MASONRY RETAINNG WALL
MRSO C -6
GRAVEL BAGS
(CASOA SE-4, A 10) & DETAILS F & G
SILT RACE
(CASQA SE-1) & DETAIL H
STAMJ2ED CONSTRUCTION ENTRANCE
(CASQA STANDARD TC -i) & DETAIL E
BMP AREA -NOT 70 BE MODIRED
DETAIL B'
NITHOUT PERMISSION FROM THE CITY
ABBRENAnay.s
7W = TOP OF WALL
OF = GARAGE FLOOR
FG = RNSH GRADE
TG = 7OP OF GRATE
AE = INVERT ELEVATION
HP = HIGH POINT
FL = FLONL/NE
CO = CLEANOUT
IF = LINEAR FEET
BLIP = BEST MANAGEMENT PRACTICES
IMP = INTEGRATED MANAGEMENT PRACTICES
OM ..• DANIEL ME27CH
4626 EA%RY COURT
SAN DIEGO, CA 91130
97E ADDRESS: 2580 -2582 SAN ELIJO AVENUE
CARDIFF, CA 92007
AS S PARCEL NO.: 261- 143 -o
3
TI1PMAPNY.' TOPOGRAPHY -HORN HEREON IS FROM A FlELD SURVEY
PERFORMED BY SAMPO ENGINEERING, INC. ON 06/10/13
OWNER'S CERTIFICATE
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN
OR RILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY D ADWSE ON
THE COMPACT AND STABILITY OF THE SITE
DANIEL MEBO CA IL
IMPERV/ORSAREA CALCULAWNS
GROSS LOT AREA: A984 SI-
EXISTING PROPOSED
PERVIOUS AREA: 1,7129 3,114 SF
IMPERVIOUS AREA: 4,272 SF 2,8709
IMPERVIOUS AREA REDUCED BY 1,402 SF
CUT= 70 C.Y. MAX CUT HEIGHT.• 2'
FlLL = 16 CY. MAX FILL HEIGHT 1'
EXPORT= 54 C.Y.
REMEDIAL = 1250 CY (2' REMOVAL AND RECOMPACRON
UNDER CONCRETE FLATMCMI( AND 5'
OU7 9DE OF BUILDING FOO7PRINT)
BMPPROJECT STATUS.' STANDARD
PARKSANDRECRF-ATION SANDIEGUITOWATERDISTRICT I ENCINITAS FIRE DEPARTMENT
U
Z h
SIGN DA DAiE -ON �CA 1E w'
RECOMMENDED: fc?O APPRO
/V - AA
MASH MAHER GLENN AW/M - PUBLIC N WKS DIRECTOR
312-1 15 3/ 15,
DAIE DAB
SIGNATURE EXPIRES TOO YEARS FROM DATE SIGHED ?
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. z
GRADING & EROSION CONTROL PLANS FOR: p
DANIEL MEZICH 12058 -0 Q
2580 -2582 SAN ELIJO A VENUE
recta Ain. 13_ 9dR rnD APN.• 261 - 143 -08 SHEET I OF 3 -1-