2013-11723 G (Plans)RIGHT OF WAY NOTE
OWNER 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 WILL RESULT IN
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO
AN APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR
INSPECTION.
2. THE SOILS REPORT TITLED "PRELIMINARY SOILS INVESTIGATION" PREPARED BY WALLACE BERON,
ALPINE ENGINEERING DATED 12/3/12 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
ENGINEER OR A LICENSED LAND
SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
SATURDAY', SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS BEEN
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION 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 SITE
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL
BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11723 -G HAS BEEN PERFORMED IN
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE
OF THE CIVIL ENGINEER WHO CERTIFIES 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 BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE
FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF
THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE
TREE REMOVAL.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SCOTT YOUNGREN AT (760) 802-2877,24
HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
(40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
NOT BE MODIFIED WITHOUT A PERMIT FROM
THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES
AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY
AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP 'FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM
WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE
ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE
DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE
AREA. THE BERM CAN-BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A
CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER
SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
REQUIRED FOR THIS STRUCTURE.
SAN DIEGUITO WATER DISTRICT NOTES
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
PROJECT.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN
WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY
EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS
AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER
AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS,
THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED
WAYS.
WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN
THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN
COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS
PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED
WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO,
PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL
POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL
PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL
PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
PHASES TO 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 IMMEDIATELY PLANNED FOR
EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL
GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL
STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES
KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC.
STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN
INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR
WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE
AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM
SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND
ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO
ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE
SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760)- 633 -2770
B. GAS $ ELECTRIC - SDGE - (760) -438 -6200
C, WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
PHONE: (760)- 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4041SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 12392 SQFT
INCREASE IN IMPERVIOUS AREA: 8351 SQFT
IMPERVIOUS AREA REPLACED: 4041 SOFT
OWNER
MIKE CAMERON
2070 SHERIDAN ROAD, LEUCADIA, CA 92024
(760) 944 -1915
SITE ADDRESS
2070 SHERIDAN ROAD, LEUCADIA, CA 92024
APN 216 - 030 -21
LEGAL DESCRIPTION
A PORTION OF CITY LOT 8, SECTION 33, TOWNSHIP 12 SOL
SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIE(
ACCORDING TO USGS APPROVED OCT. 25, 1875.
OWNER'S CERTIFICATE
I (WE) HEREBY CE TIFY THAT A REGISTERED SOILS ENGI�
GEOLOGIST HA EE OR WILL BE RETAI ED TO SUPERVISE OVER ALL
GRADING ACT Y A VISE ON T OMPAC ION AND STABILITY OF THE SITE.
SIGNAT � c/ DATE:_ //'2 /��
LA RENCE UCE McD NIEL. TRUSTEE OF THE McDANIEL FAMILY TRUST
SIGNATURE: �yyAIC&A &4K. DATE:_ /I-Xl
SUSAN EILEEN McDANIEL, TRUSTEE OF THE McDANIEL FAMILY TRUST
SOILS ENGINEER'S CERTIFICATE
I, WALLACE BERON, REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 12/3/12. ONE
COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN
SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS
AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED: ♦
%/�� ��f
RCE NO.: 27697
EXP. DATE: 9/30113
WALLACE BERON, ALPINE ENGINEERING
N` W.3131rc /
P.O. BOX 215
e 1i,
ALPINE, CA 91903
(619) 445 -2024
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER
CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER
AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE: _ /V� DATE: if-143-l's
MARTELL BtMONTGOMEJRY
LA COSTA ENGINEERING
2226 FARADAY AVE., CARLSBAD, CA 92008
(760) 931 -0290
RCE EXPIRES 6130115
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 59%
MAXIMUM VERTICAL DEPTH OF CUT = 1'
MAXIMUM VERTICAL DEPTH OF FILL = 1'
CUT = 39 C.Y. FILL = 39 C.Y.
IMPORT = 0 C.Y.
REMEDIAL = 446 C.Y.
No. C -50344
Emp. 6 -30-15
CIV14 /_
r A5 e u cr
I BMP PROJECT STATUS
PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY
HOMEOWNER IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR
PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION
CONTROL FACILITIES"
RECORDED ON /A - 3 -/ 3
AS DOC. # : 20t3-0703900
PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
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SI I DATE SIGN DATE N DATE SIGN DATE SIGN DATE
( SIGMATURE 1EXPIRES 2 YRS. AFTER DATE)
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE LEUCADIA WASTEWATER DIST. DESIGNED BY DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVA S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
MBM MBM MBM
1 vN, di 5/3 /S CITY OF ENCINITAS BENCHMARK PLANS PREPARED UNDER SUPERVISION OF RECOMMENDFD:SRN APP GRADING PLAN FOR: �±
CSLB -021, POINT #1001. HORIZONTAL: 1" = 10' DATE: 3114113 it i1 nil 2070 SHERIDAN ROAD, 11723-V
VERTICAL: 1" = 10' / R.C.E. NO.: 50344 MASSIHH 1MAHHEI/R 1 �- GLENN PRUIM LEUCADIA, CA 92024
ELEVATION: 47.114 DATUM: NAVD88 �� /' ' /3 2 / ( /two /3 APN 216- 030 -21
SIG IVp •S %/+Gi ;nCPr DATE MART4B..NTiG�OVR_Y EXP.: 6130/13 DATE DATE ' - PLANNING CASE NO: 12 -145 CDP SHEET 1 OF 3
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5WALE SHALL BE PLANTED WITH
ADEQUATE GROUNDCOVER OR TURF.
PLANTS THAT ARE NOT PRONE TO
BLO6KIN6 THE DRAINAGE FLOW MAY
AL50 BE PLANTED ON 51DE 5LOPE-S, TURF REINFORCEMENT `
T MIN. WIDTH -- MAT. **SEE NOTE BELOW
I% DEH
PT
2% 2% tL
r 2" MIN. 3/8" GRAVEL
6" MIN. ENGINEERED 5cy 18y 16" MIN. 3/4" GRU5HED ROCK
* SEE NOTE BELOW
24"
* "ENGINEERED SOIL" LAYER SHALL BE MIN. 6" DEEP "SANDY LOAM" SOIL MIX WITH NO
MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% CAM
OR HARDWOOD MULGH, AND 20 -30% TOPSOIL, FREE OF STONES, 5TUMP5, ROOTS, OR
51MILAR OBJECTS, AND AL50 FREE OF NOXIOUS WEEDS.
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** NORTH AMERICAN GREEN 0350 TURF REINFORCEMENT MAT OR APPROVED
EQUIVALENT SHALL BE LAID AND ANC4ORFED PER MANUFACTURER'S SPECIFIGATI 5
FOR SWALES WITH A LON6ITUDINAL 5LOPE OF GREATER THAN 5% AND /OR IF T
VELOCITY OF WATER IN THE 5WALE EXCEEDS 5 FPS. i
NOTE: NO FILTER FABRIC 15 TO BE U5ED IN THI5 SECTION.
VE&ETATEa SAALE N.T.s. -
PERMANENT PRIORITY BMP
NOT TO BE ALTERED W/o CITY PERMIT r
SrCEP SLOPCAAID wCTL+W BUFFER
OPEN SPACE EASEMENT PER
DOC NO. Ali-M30YS-
RECORDED I'11AA H, l0mr
TOE OF SLOPE
(8' CONTOUR)
O' 10' 20' 30'
SGALE: I " = 10'
NO. DESCRIPTION
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NOTFi VEGETATED BID - SWALES AND
VERTICAL SEEPAGE PIT ARE FOR
WATER QUALITY TREATMENT AND FOR
MITIGATION OF INCREASED RUNOFF TO
PREVENT AN INCREASE IN CROSS -LOT
DRAINAGE AND SHALL NOT BE
MODIFIED WITHOUT CITY PERMIT.
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EXIST. 6' -
RET.WAL.L
Fm 11068
UFF EDGE
04'54n W 182AW nPP (S 88° 2-7' W
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FF = -705
F6 = 641.8
NEW TWO STORY
RESIDENCE
` 2:1
5 841 ° 04' 59* W 258.23' (SW 2 1' W 253' +/- DD)
R.O.S. 8555 r '
LEOEND
I { ' k , ' ' ' , ' ' DESCRIPTION gnmoL DESaMMON SYWOL
LINE OF PROPERTY LINE
BATIOUIT05 LA500N
EXISTING CONTOUR 200 __.. _.„
EXISTING
LIMITS OF EXISTING PCC CONCRETE
CONTOUR 200
CUT SLOPE 12 : i MAX) � Y...._�.._.�� Wit_ . GUTTER G-1
FILL SLOPE 12:1 MAX) , 4" STREET SEWER LATERAL S -13 --- - --
SPOT ELEVATION * LIMITS OF 4" AC OVER 6" CLII BASE F
DRIVEWAY APPROACH 6- 14D
LIMITS OF CONCRETE PERVIOUS PAVERS
DIRECTION OF FLOW FL. �
PERMANENT TURF AND LANDSCAPE FILTER ARE
RETAINING WALL FOR BEST MANAGEMENT PRACTICE NOT TO BE
HILLSIDE /INLAND BLUFF OVERLAY REMOVED EXCEPT BY PERMIT FROM THE CITY.
WETLAND 100' BUFFER OVERLAY w
OVERLAY AREA
HILLSIDE /INLAND BLUFF OVERLAY 5905 S.F.
WETLAND 100' BUFFER OVERLAY 6907 S.F.
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GARAGE
FF = -70.0
FS = 69.5
20' ROADWAY AND UTILITY EAR
PER DOG IN BK 1565, P6 445,
RECORDED JAN 21, 19241. 1
10' SEWER EASEMENT
61RANTED TO LEXADJA COUNTY
WATER D15TRICT PER FILE NO. I
RECORDED /kAY 10, 1466.
40' ROAD AND UTILITY EA5MENT —'
PER DOG 80- 276721
RECORDED A06 28, 14180.
2' PUBLIC UTILITY EASEMENT
GRANTED TO 5D6 4E
PER DOG IN BK 1515, PG 405 OF DDS
RECORDED OCT. I, 1928
EXISTIN6 WATER METER SERVICES ® WM
ID MTR. O-7I441. 5/4" SERVICE, 5/8" METER
U2 MTR. 0-71883= in SERVICE, in METER
MTR. 0 -71444: 5/4" 5ERVIGE, 518" METER
BENCHMARK SCALE LEUCADIA WASTEWATER DIST. ' ENGINEERING DEPARTMENT APPROVA S
CITY OF ENGINITA5 BENCHMARK PLANS PREPARED UNDER SUPERVI5I0N fzEGOMMEND D: A D:
G5LB -021, POINT #1001. HORIZONTAL: 1" = 10' of: DATE: 4/2/13 -/V .44 ,
VERTICAL: I" _ {p' MASIH MAHER 6RE6 5HIELD5
R.G.E. R.G.E. NO.: 50344 IZ /4/ (
ELEVATION: 47.114 DATUM: NAV088 516N DATE MARTELL B. M NT60 RY
EXP.: 6f30/13 nArK r,n -rc —T�
12
FIRE TURN- AROUND. —I
NO PARKING ALLOWED.
AREA REQUIRED TO
SUPPORT A - 75,000 LB
Ir =- TRUCK.
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DC;25244
OF
Exp. 4-30-15
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CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
tDIN6 FLAN FOR:
2070 SHERIDAN ROAD
LEUCADIA, CA 92024
APN 216- 030 -21 -00
PLANNING GA5E NO: 12 -145 GDP
1 111T
DRAWING NO.
11723 —G
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GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS
ACTS AS SPILLWAY WITH ENDS OVERLAPPED
&RAVEL 5A&S
?CTS.
WATER POLLU IONT C ONITROL J3MP DETAILS
GRAVEL BAGS OVERLAP
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1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO
4 BY 4 IN THE POSTS.
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS. —
GONSTRUGT 1' HIGH BERM AT
TOP OF 5LOPE TO PREVENT
eA\C I'-0"
:21-011
WATER RUNOVER.
TYPIGAL TOP OF SLOPE BERM
PERMANENT TURF AND LANDSCAPE 4' DIA. VERTICAL PIT
FOR BEST MANAGEMENT PRACTICE NOT TO BE MODIFIED
WITHOUT A PERMIT FROM THE CITY.
SILT FENCE (BMP SC -1) ----
GRAVEL BAG BERM (BMP SC -4)
CONSTRUCTION ENTRANCE (BMP TC -1)
CONCRETE WASHOUT AREA (BMP TC -1)
NOTES:
1) MODIFICATION OR REMOVAL OF STORM WATER POLLUTION
CONTROL FACILITIES WITHOUT A PERMIT FROM THE CITY OF
ENCINITAS IS PROHIBITED.
2) ALL RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE
ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION
AND DISCHARGE ONTO THE STREET AND /OR INTO THE
PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE
AREAS DESIGNATED FOR STORM WATER POLLUTION,
CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMITS
FROM THE CITY OF ENCINITAS. f / r'
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3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
6�4 IN
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FI
SILT FENCE
KTS.
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R/W
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VARIES
GRADE
UFF EDGE
S £3q° 04' S'" N 02.gq' ®`'P ° 2-7' Vi
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— SILT FENCr E r
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FL 11*
EXIST. 6' -
RET.YVALL
f FL�
HOUSE
FF - `70
Ftv = (50"'a
NEW TWO 5TORY
RE5IDENCE
2.
S i ° 34` 258.23` (5,085' T . 2 r a/- DD)
& FIRE TURN -A
Scale: 1" =10'
AN
SYMBOL
PICA
12'
..............
1/2 STREET PAVED TRAVEL
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2' -0"
TREET
C/L
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CTION A -A
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12'
_... —_ 611----6.0' PERVIOUS PAVERS — 6"
STREET PAVED TRAVEL WAY
[2 1 ... .... r
`¢' 1
i�
6 "x 16 "H FCC 6 "x 16 "H PCC
OVER 6" CL II AB, -__- \ I 2' -0" l FLUSH CUB FLUSH CURB
2. %� 7%
VARIES
NOTE: HOMEOWNER TO
MAINTAIN PERVIOU5 PAVERS
IN PERPETUITY.
SHERIDAN ROAD - 'PRIVATE STREET'
PERVIOUS PAVERS WITH CONC. CURB /FLUSP
No Scale
01�i
FL—L.
r-
2%
&ARA6r=
FF= 0c0
-cam - &q.5
25.00'
IO.O
4' VIA. IGAL
5EEPA6E PIT, DRILL
54' DEEP
BAGICFIU 3/4"
ROOK,GOVER
FILTER F
UT
FIRE TURN - AROUND.
NO PARKIN& ALLOWED.
AREA REQUIRED TO
SUPPORT A -15p00 LB
FIRE TRUCK.
0 5' � G
GRADE
MAID
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oWC No. C -50344
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Asa��c�T
CHANGE NO.
DESCRIPTION
APPROVED
DATE
4{
SCALE
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:
GHEGKED
ENGINEERING
DEPARTMENT APPROV
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DRAWING NO.
OIL-Y
..
-V4- HP
CITY OF ENGINITAS BENGHMARK
G SLB -021, POINT #1001.
ELEVATION: 41.114 DATUM: NAV058
HORIZONTAL: I" = 10'
vERTIGAL: 1° = Io'
PLANS PREPARED UNDER 5UPER111510N
OF DATE: 4/2/13
�,�/ R.G.E. NO.: 50344
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MARTELL B. MO GOMERY EXP.: 6/30/13
RECOMMEND D:
MASIH MAHER
12/4t(3
DATE
A
GREG SHIELDS
/2//�/3
DATE��
Adt
GRADING PLAN FOR:
2070 SHERIDAN ROAD
LEUCADIA, CA 92024
APN 216 - 030 -21 -00
PLANNING CASE NO: 12 -145 GDP
11723 -G
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A
NEL
SIGN DATE
SHEET 3 OF 3
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oWC No. C -50344
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Asa��c�T
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
LEUCADIA WASTEWATER DIST.
$Y'
GHEGKED
ENGINEERING
DEPARTMENT APPROV
LS
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
OIL-Y
CITY OF ENGINITAS BENGHMARK
G SLB -021, POINT #1001.
ELEVATION: 41.114 DATUM: NAV058
HORIZONTAL: I" = 10'
vERTIGAL: 1° = Io'
PLANS PREPARED UNDER 5UPER111510N
OF DATE: 4/2/13
�,�/ R.G.E. NO.: 50344
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MARTELL B. MO GOMERY EXP.: 6/30/13
RECOMMEND D:
MASIH MAHER
12/4t(3
DATE
A
GREG SHIELDS
/2//�/3
DATE��
Adt
GRADING PLAN FOR:
2070 SHERIDAN ROAD
LEUCADIA, CA 92024
APN 216 - 030 -21 -00
PLANNING CASE NO: 12 -145 GDP
11723 -G
SIGN DATE
SHEET 3 OF 3
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