2007-583 SG (Plans) RIGHT OF WAY NO E: 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH DAVID GAFFEN ��O SITE
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND ENBANKMENTS SHALL STORMWATER POLLUTION CONTROL BMP NOTES (PART A) RELATIVE TO CONSTRUCTION
ACTIVITIES S'
BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT 2898 LONE JACK ROAD O
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT ENCINITAS CA 92024
AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO AND ORDELY CONDITION. ALL STONES, ROOTS AND OTHER WASTER MATTER EXPOSED OR CONCRETE WASHOUT
PHONE: 760 - 753 -5372 �� LONE JACK RD
SO VVILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
IS THE RESPONSIBITLITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN CONTRACTOR SHALL
ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE t�
SITE ADDRESS
ACCORDANCE WITH THE GRADING ORDINANCE. WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO ASH CONCRETE, SLURRY, MORTAR, STUCCO,
: *-SITE
WASH
DRAINAGE NOTE: PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST 2898 LONE JACK ROAD
/th Sl W
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, A SIGN DESIGNATING THE WASHOUT LOCATION. ENCINITAS,
CA 92024 O
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE
APN:264- 151 -28
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT 2 AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM CONSTRUCTION SITE
ACCESS Rp
PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS
LEGAL DESCRIPTION: E�
ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND
INGRESS TO PREVENT TRACKING OM //y
UTILITY NOTE: DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. LOT 4 OF PARCEL MAP
2783 IN THE CITY OF ENCINITAS, F� N
B. NOTIFICATIONS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA (ACCORDING
CONSTRUCTION VEHICLES TO MAP FILED IN THE OFFICE OF THE COUNTY RECORDER OF
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON SAN
DIEGO COUNTY, JUNE 24, 1974).
WORK TO BE DONE THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE
DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, U
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS
SHALL BE MADE OFF -SITE. OWNER'S / PERMITTEE STATEMENT .�
A. GENERAL THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY 1 VICINITY MAP ff`�_•
EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION CONTROL IT IS AGEED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
NTS v
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS
THESE PLANS.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION OF SAID UTILITIES OR STRUCTURES PRIOR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE
SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF AGAINST EROSION
BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND IT IS FURTHER AGREED THAT OWNER (DEVELOPER) SHALL HAVE A
DRAVNNGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY COMMENCEMENT OF WORK: COVER VEGETATION, AND BONDED FIBER MATRIX.
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS
A. SEWERS - CSD - (760} 33 -2770
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC
B. GAS & ELECTRIC - SDGE - (760)-43&QW NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WORKS DETERMINES ARE NECESSARY AND
DESIREABLE FOR THE
2. THE SOILS REPORT TITLED "LIMITED SITE INVESTIGATION, PROPOSED SINGLE FAMILY C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT -1- 760 - 753-0466 WET WEATHER.
PROPER COMPLETION OF IMPROVEMENTS.
RESIDENCE, 2898 LONE JACK ROAD, APN 264- 151 -26, ENCINITAS, CALIFORNIA ", FOR THIS D. TELEPHONE - SBC BELL - (760)84-3411
PROPERTY PREPARED BY APPLIED CONSULTANTS DATED DECEMBER 16, 2006 AND E. CABLE TV - COX COMMUNICATIONS -(760) -006-9809 X -2233 DIVERSION DIKES SHALL BE CONSTRUCTED
TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL I FUTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
UPDATED ON AUGUST 10, 2007, PROJECTN683 -SG SHALL BE CONSIDERED AS A PART OF PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL
MEASURES. SHOWN ON THESE PLANS WITHIN EXISTING PUBLIC RIGHT -OF -WAY
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY
THIS SIMPLIFIED GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT
WORK ON THIS PROJECT. PHONE: (760}33 -2770. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES
TO
THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS. WO AND TO THE PERSUE SUCH WORK ACTIVELY ON EVERY NORMAL
AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY WORKING DAY UNTIL COMPLETED,
IRRESPECTIVE AND INDEPENDENT D�
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- HELP DECREASE EROSION. OF ANY OTHER WORK ASSOCIATED
WITH THIS PROJECT OR UNDER MY
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. 633-2770.
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION REJECTION AND TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
IS NOT IMMEDIATELY PLANNED FOR
WITH IMPROVEMENT PLANS. REMOVAL. EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL
GRASSES TO SHIELD AND BIND THE SOIL. DATE: 01 06
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE C. EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET S)
�° F.
GRADING. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. "�
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BERNARD J LUTHER AT (619) 275-8577,24 SIGNATURE: cry
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT HOURS. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. David
Gaf'-
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES ON4NTE CONSTRUCTION MATERIAL STORAGE
EXISTING PRIOR TO GRADING. DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE SOILS ENGINEER'S CERTIFICATE
STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO FACILITATE RAPID STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
S. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. SEEPAGE AND SPILLAGE. CONTRACTOR
SHALL STORE THESE PRODUCTS 1, BERNARD J. LUTHER, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL IN THE
FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
REGISTERED CIVIL ENGINEER OR A LICENSED LAND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE PROVIDE SECONDARY CONTAINMENT FOR
ALL FUEL STORED ON -SITE. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 9 -27 -01 AND FOR AN
SURVEYOR. ENGINEERING INSPECTOR. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, UPDATE
ON 10- 13-04. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
PAVING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED RECOMMENDATIONS, HAS BEEN
SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO STORMWATER FLOWS
AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. MEASURES AND
PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. FOR THIS PROJECT HAVLeBEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE TRAINING SIGNED:,
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. CIRCUMSTANCES WHICH MAY ARISE. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN
THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH RCE NO.: -
AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
SHALL BE AVAILABLE TO '
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS EXP. DATE:
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS ABOUT STORMWATER
REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.'`
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL CONDITION. JOB S:SD6700.06 S
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND WASTE MANAGEMENT «
APPLIED CONSULTANTS
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
HOURS IN ADVANCE BY CALLING (619) 633 -2770. INCORPORATED HEREON. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
MATERIALS. SAN C DIEGO, GO, C CA A 922 DRIVE, SUITE B
DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SAN 117
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED S. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SYSTEM IS STRICTLY
PROHIBITED. (619) 275-8577 W
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND SLOPE AT THE CONCLUSION OF EACH WORK DAY.
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL
BE PLACED AROUND STATEMENT OF ENGINEER OF WORK
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH DUMPSTERS TO DIVERT
THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 LIDS SHALL REMAIN CLOSED
AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT BUT PRIOR TO FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL
BE IN ACCORDANCE WITH THE RULES AND
FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY AND AS GRADED MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS,
BROKEN ASPHALT AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH
CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING UNDER PERMIT NO.9267 -G OLIVENHAIN MUMCIAPL WATER DISTRICT NOTES: CONCRETE, WOOD, AND CLEARED VEGETATION CAN
BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL
OF HAZARDOUS MATERIAL, ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE 1. REVIEW OF THIS PLAN BY OLIVENHAIN MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE A CALL THE
HAZARDOUS WASTE HOTLNIE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF
THE PLANS OR
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR DUMPSTERS CALL
EDCO AT (760) 436.4151. DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
GRADING OPERATION. NON - EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS IMPROVEMENTS BASED THEREON.
THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF
PROJECT. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. ENCINITAS AND
ITS OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS
OF THE ENGINEER AND HIS/HER AGENTS OR
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PORTABLE
TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING
OUT OF
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR SECONDARY CONTAINMENT
AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. THE WORK PERFORMED BY THE ENGINEER.
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN
F _ - .
FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS ALL CONSTRUCTION
DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. ROUTINELY CHECK AND CLEAN UP MATERIAL
THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE BY; - DATE:
IN HI S OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR BERNARD J. LUTHER =
INTENDED USE. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND
REQUIREMENTS PLEASE CONTACT THE
EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. APPLIED
CONSULTANTSp�;,_
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT SAN
BERNARD J. LUTHER ,`��' A �
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET STANDARDS THEY SHALL BE CONSTRUCTION
BEST MANAGEMENT PRACTICES (BMP) NOTE 3040 CLAIREMONT DRIVE, SUITE B 4t
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. SAN DIEGO,
CALIFORNIA 92117 ft. cow -
AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY Y GRADED EROSION CONTROL MEASURES (e.g. BONDED FIBER MATRIX, VEGATATIVE COVER, JUTE MATTING)
MUST BE IMPLEMENTED WHERE TELEPHONE NO. (619)- 275 -5577 Ep• #
AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES 4. UTILITIES TO MAINTAIN MIMMUN 5 -FEET SEPARATION WHEN PARALLELING WATER SERVICES. APLICABLE
TO PREVENT EROSION ON SITE. SEDIMENT CONTROL MEASURES (e.g. SILT FENCING, FIBER ROLLS, DETENTION BASINS) RCE NO.: C63653
HAVE BEEN INSTALLED. MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO EXP.
DATE: 9-30 -M
5. MINIMUN HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO
WATER QUALITY DEGRADATION DOWNSTREAM
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE DIEGUITO GAS AND ELECTRIC VAULTS. (e.g. CONCRETE OR STUCCO WASHOUT AREAS, COVERED
STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF DECLARATION OF "RESPONSIBLE CHARGE"
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND PORTABLE TOILETS OVER A PERVIOUS SURFACE).
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. POST- CONSTRUCTION
BEST MANAGEMENT PRACTICES (BMP) NOTE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND
PROFESSIONS
BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM
RUNOFF GENERATED AND CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER ENVIRONMENTAL DATA CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN,
DRIVEWAY, AND STREET. BMP MEASURES SHALL BE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1.5:1 IDENTIFIED ON THE SITE PLAN. MOST COMMON
MEASURESARE DESIGNATED TURF AREAS WHICH RECEIVE ROOF DRAINS AND BY THE CITY OF SAN DIEGO AND THE COUNTY OF SAN DIEGO DEPARTMENT OF
2) MAXIMUM VERTICAL DEPTH OF CUT = 13' RUNOFF FROM IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR BMP'S SHALL BE DELINEATED ON
HEALTH SERVICES IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME,
3) MAXIMUM VERTICAL DEPTH OF FILL = NA PLANS AND A NOTE PLACED ON PLANS PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPED AREAS WITHOUT
A AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
4) AVERAGE DEPTH OF CUT = 100 C.Y. /572 S.F. x 27 = 4.72 FT CITY PERMIT,
5) AVERAGE DEPTH OF FILL = NA
Bemard J. Luther, RCE 63653 Date
EARTHWORK: IMPERVIOUS AREA:
CUT = 100 C.Y. FILL = NA
PERMITS
IMPORT = NA EARTHWORK NOTES: IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 2,489 SQ FT
REMEDIAL = 108 C.Y. (3' REMOVAL AND
IM
RECOMPACT UNDER AND 5' OUTSIDE OF 60 PERVIOUS AREA AFTER CONSTRUCTION: 3,529 SQ FT
FILL: NA INCREASE IN IMPERVIOUS AREA: 1,0 SQ FT DR /CDP PERMIT NO. 06 -XYZ
PAVED AREAS) CUT: 100 CY TO BE REMOVED OFFSITE SPECIAL USE PERMIT NO. N/A
EXPORT: 100 CY REMOVE AND RECOMPACT: 106 CY
TENTATIVE MAP N0. N/A
REFERENCE 583-6
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DFSIGNED eY I DRAWN BY CHECKED BY
APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION 1010 PLANS PREPARED UNDER SUPERVISION OF SIMPLIFIED GRADING PLAN FOR:
RECOMMENDED APPROVED 2898 LONE JACK ROAD
Z GAFFEN RESIDENCE 583 -SG Q LOCATION: FD 2.5" DISK IN THE NORTHEAST CORNER OF VAULT
IN THE SOUTHWEST of LONE JACK ROAD ANO HORIZONTAL 1 " =5' DATE
LL CH IN
SQ T of ENCMKfi1K SURVEY VERTICAL 1 =5� R.C.E. N0� A BY. BY:
RECORD FROM: APN 264 - 151 -28
coNROL
ELEVATION: 201- DATUME $3. 1 991.35 ENGINEER NAME EXP. 9 -30- DATE: 3130 o f
DATE: PLANING CASE N0: N.A SHEET 1 OF 3
AC 1 CONCRETE SECTIONS: LEGAL DESCRIPTION:
\
APN: 264-151-40,--, PARCEL 4 OF PARCEL MAP 2783 IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO,
/ STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF, FILED IN THE OFFICE OF THE
4" AC OVER 6" CLASS II BASE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 24, 1974.
BENCHMARK:
APN: 264-151-26 / / / / /' ' 6' HIGH
EX I STING FENCE \ - 5.5" CONCRETE OVER 6" CLASS II BASE THE BENCHMARKFOR THIS SURVEY IS THE CITY OF ENCINITAS POINT NO.
1020, STATION
ENC -20. FOUND 2.5" DISC INTHE SOUTHWEST CORNER OF CONCRETE OF CONCRETE
PEDESTAL FOR FIRE HYDRANT ON THE EAST SIDE OF RANCHO SANTA FE ROAD AND 100
FEET SOUTH OF EL CAMINO DEL NORTE. NAVD88 ELEVATION 118.41'.
HIGK WOtiD� NC�i EARTHWORK NOTE:
ALL EARTHWORK SHALL CONFORM TO APPLIED CONSULTANTS REPORT FOR THE
PROPERTY LOCATED AT APN: 254- 151 -28 DATED DECEMBER 16, 2006 AND UPDATED
AUGUST 10 2007.
ROOF DRAINAGE NOTE:
IBPC NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY
is� LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT 2
/ /,Eja MG // •..
�- / // // / j / / / /
W / / / PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
El
LEGEND:
Ile
DENOTES CONCRETE SURFACE.
... ,.
�°° „�i // / // l I I l / / / / / / / / / / / / / / / / / /
1 ! / / / I o / /// / / // / / /i /
® - DENOTES PROPOSED GRADING AREA
oPpsE� / ' 1 / / / / i - DENOTES ABPMALT SURFACE.
APN: 264- 151 -36 0
DENOTES TREE WITH TRUNK DIAIIAETER.
F F - DE NOTES FINISH FLOOR.
/
�
EXISTING TW - DENOTES TOP OF WALL.
5' HIGH IRON FENCE
/ / / / / / / // / / / / y B W - DENOTES BOTTOM OF WALL.
,99�' /// / �I -2 i �j• E SUING
WALL TP -DENOTES TOP OF PAD
ST / / / \ 1 B P -DENOTES BOTTOM OF PAD.
9CK/ / I
I / / P C? / � \r',9iS � - DRAINAGE FLOW DIRECTION
LANDSCAPED BM AREAS "NOT TO BE PAVED OR ALTERED
WITHOUT CITY PERMIT"
\ EXISTING CONSTRUCTION BEST MANAGEMENT PRACTICE8 BMP NOTE
I 1 1 ( I I O \\ IRON )
1 \ I I I r O \\ WALL
1 \ EROSION CONTROL MEASURES (e.g. BONDED FIBER MATRIX, VEGATATIVE
COVER, JUTE MATTING) MUST BE IMPLEMENTED WHERE APLICABLE TO
1 1 11 E V D 24 PREVENT EROSION ON SITE. SEDIMENT CONTROL MEASURES (e.g. SILT
1 1 1 > S FENCING, FIBER ROLLS, DETENTION BASINS) MUST BE IN PLACE TO
SOIL FENCING, ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT
1 1 1 \\ REMO \ /
Z � BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF
OFFSITE / RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER
APN: 264 - 151 -27 �} 1 1 ` J EXISTING ® O EXISTING 5' HIGH IRON FENCE / SPHA QUALITY DEGRADATION
DOWNSTREAM
(e.g. CONCRETE OR STUCCO
\1 `✓ / A
jr WASHOUT AREAS, COVE STORAGE AREAS FOR HAZARDOUS
�•� 1 1 I ` , E FAMILY REST � \�O — — _ �� _�� j DRIVEWAY MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER
A PERVIOUS
41 1 1 1 — — SURFACE).
EXISTI /
UA ..i
B -1 // �- / ASSESSOR'S PARCEL NUMBER:
EXISTING
SLOP / 264 - 151 -28
5' HIGH CHAIN / *- g 'i' ''
LINK FENCE 40 /
1 R �-� ---'� 4 "x4 "x4" Turf Block Grass
1\ R S HIGH
//
1 �\ �\ M / / '� �' ' EXISTING C
1 / s' HIGH woo FENCE
ND 1 % Sloe 1 % Slope
SA .1ti \ °-� p�
\
6x16 5.5 -
CONC. W/ #3 BARS ® t2 O.C.
�� I \. ,, „
SOIL �� Flush
_ ; "'
EXCAVATION 4
J m /� �'' \
Conc. „ Class II Roa � � „ Cl s II Road Bo
1022 square feet / / Curb
* Exp.06 -30 -06 * 4 A/C 0 /
6 CLASS II , o Native Soil
�,,i�' BASE 2
.0e PO
P
F OF CA�� ��1'� ,-�' — 1" = 1' (horizontal & vertical)2 -foot Keystone retaining wall
AIN �' APN: 264 151 -11 to proterct slope.
`
SCALE 1 = 20' r � %� 5.5 CONC. W/ (TW 2 Higher than BW )
AC DRIVEWAY
#3 BARS ® 12 A' (SEE NOTES) A
i O.C. 0/ 6.,
CLASS 'II' BASE :- 240' 6 0 1 �5
t, 1
/ G J1 235'
G. HOWARD DYE HI ° FE FE ,
11-23-05
�� 230
/ i 80 LONG X 2
. .,
WIDE TURF BLOCK, : B' B 225'
SWALE l�ST PROPOSED 220'
GARAGE „
R MOVED SOILS TO BE TRANSPORTED OFFSITE 1 = 20 , (horizontal & v6rtica d reviously
/ 232.8 FF 1 SQUARE FEET graded driveway
OW AND RECOMPACT to be paved when garage is buil
/ SQUARE FEET
4
/ f t- GN 1" = 20' (horizontal & vertical)
GS
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS
ENGINEERING SERVICES DEPARTMENT DRAWING N0.
DESCRIPTION: 1010 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED SIMPLIFIED GRADING PLAN FOR:
LOCATION FD z.s• DISK IN THE NORTHEAST CORNER CF VAULT 2898 L 0 N E JACK ROAD
IN THE SOU�}NME8T QUADRANT OF LONE JACK ROAD AND HORIZONTAL 1 " =20'
DOUKE LL RANCH DATE :
"' �'" os BY: BY: GAFFEN RESIDENCE 583
CITY RECORD FROM CONTWX N SUR
NETWORK SURVEY 63 653 " =20' T APN 264
VERTICAL R.C.E. NO.: 63653
ELEVATION: 201 DATUMC 83. 1 991.35 ENGINEER NAME 9 -30 -08 DATE: �o� g DATE: / 8
EXP. PLANING CASE N0: NA SHEET 2 OF 3
APN: 264 NOTES LEGEND DESCRIPTION SYMBOL
x 1. LANDSCAPED BMP AREAS "NOT TO BE PAVED OR ALTERED WITHOUT PERMIT" Burlap Type Gravel Bags with 314" Minimum Aggregate
\ � �
208.19 213,72
EXISTING
APN : 26 4 -151— 26 x 6 HIGH WOOD FENCE silt Fence
,16
Stabilized Construction Entrance
S
x 5 12. DD EN
199 09
N 1�- G 224.96
N J 1.5 4 " 04 x 210. 3
/ 22 D6 1 1. SET POSTS AND ECAVATE A 4" BY 4"
x 2.60 09'8 / TRENCH UPSLOPE FROM AND ALONG THE 2. STAPLE WIRE FENCING TO THE POSTS ts
x 1 .4 LINE OF POSTS
19 .33 P Q�
19 x PR / C
194,774'77 1 ,54
/ x 06.80 236,76
5
0) 198,14 ry �� VC ��/ 4"
N 3. ATTACH THE FILTER FABRIC TO THE
/ 19 31 x 196 6 05.94 207, ryry0 4' � / APN: 264-151-36 WIRE FENCE AND EXTEND IT INTO THE
� c� 47,27
TRENCH.
/ 0,89 0� f S 252,29
05 1 y 'Pjj � 2 FILTER - ARRiC
17 / RE
4 2414 1,2 EXISTING
x
5' HIGH IRDN FENCE
~ 2 .0 2 .07 \
1,99 x 11, 4 2 �`�• E Bt�OCK
f`j WALL
2 03.9 x 1 8 IS SILT FENCE
21 2 x .0 4-
K
2. 4 C
x 2 .9
7 2 1. , 24 tS
x
242, 51,96
0 8 50.44
2 1,4 , r O O
225.74 1 \ x 242.90
x
J 41.1 \ 2¢$ \ v
242 x
1. x fZ.� 44.04 /
242,10
EXISTING
APN: 264-151-27 41. 39.88 5' HIGH IRON FENCE EXISTING
\ 41, 242, 23 x �x SPHALT
4 62 \ 35,84 233.10 / 3 , DRIVEWAY
�
x ," 3
\ �S
8.7 EXI
x .8 x .91 29.16
5.13
1 2,01 .34 29.05
EXISTING Z 9� 224.04
5' HIGH CHAIN \--� \'� M
LINK FENCE
40
,76 O R USED x
F� OE 221.23
4 EXISTING
34. 5' HIGH WOOD FENCE
x 241.75
41.62
0.27 218,13
3.440 23
SOIL x229.27 .66
EXCAVATI
1022 square feet 1.36
4, WE
2 17.
x 220 214,77
APN: 264- 151 -11
228,17 6 AND
x 214,54 C
0) A RD
O �
5' TI D C 6 SCALE 1 20'
214.67 * Exp.06 -30 -06
s� d
2 OF C A\-� F O
213,85
214,00
G HOWARD DYE
11 -23 -05
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF E
N C I N I T A S ENGINEERING SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION 1010 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE APP OVED SIMPLIFIED GRADING PLAN FOR:
LOCATION FD 2.5" DISK IN THE NORTHEAST CORNER OF VAULT 2898 LONE JACK ROAD
IN THE SOUTHWEST QUADRANT OF LONE JACK RW AM H ORIZONTAL 1 "=20' DATE 583 — S G
DO LL H N SAN OS BY: BY: GAFFEN RESIDENCE
RECORD FROM: coYOFFLENCNCTwo R SURVEY VERTICAL 1 " =20' R.C.E. NO.: C -12345 3/s o/ O � APN 264 -151 —28
ELEVATION: 201 DATUMe 83. 1 991.35 ENGINEER NAME EXP. 9 -30 -05 DATE: DATE: 8 PLANING CASE NO: NA
SHEET 3 OF 3