2002-7523 G (Plans)GRADING NOTES:
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS /HER DIRECTION.
HE /SHE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN HIS /HER
OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING
PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND
PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF
FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED,
3, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH
STANDARD SPECIFICATIONS, 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 6"
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.
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND
UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND
TRIMMED AS DIRECTED BY THE ENGINEER OR WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES,
ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WITH 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.
5. 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.
EROSION CONTROL NOTES=
IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 24 HRS. CURTIS METTLING AT (760) 944 -9874.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY
SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY DEVICES 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 WHEN IMPOUNDED WATER CREATE A HAZARDOUS CONDITION.
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 NEED 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.
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90%
COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILISED WITH PUNCHED STRAW INSTALLED IN
ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF
CALIFORNIA DEPARTMENT OF CONSERVATION.
PROJECT ADDRESS:
163 PHOEBE STREET
ENCINITAS, CALIFORNIA 92024
LEGAL DESCRIPTION:
LOT 21, BLOCK 5, MAP NO. 1859, CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
FILED ON SEPTEMBER 21, 1925.
ASSESSOR'S PARCEL NUMBER:
254 - 242 -21
BENCHMARK:
Description:
Location:
Record From:
Elev:
VICINITY MAP
BASIS OF ELEVATIONS
CITY OF ENCINITAS CONTROL PD10,
P.K. NAIL WITH SHINER IN MEDIAN OF HIGHWAY 101
NORTH OF LA COSTA AVENUE.
38.00'
IRZi . eilifif mq
METTLING RESIDENCE ADDITION
Opb 9� 3
THE CITY OF ENCINITAS, CALIFORNIA
REFERENCE MAP
FOR PRIVATE IMPROVEMENTS SEE SHT. 2
REFERENCE MAP FOR REFERENCE ONLY SEE PLAN SHEETS FOR DETAIL
HYDROSEEDING NOTES:
1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR
STEEPER WHEN THEY ARE:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS.
B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO
EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS
APPROVED BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF
THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
A. 20 LBS. PER ACRE OF ROSE CLOVER
B. 20 LBS. PER ACRE OF ZORRO FESCUE
C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA
D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA
E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
F. 1/2 LB. PER ACRE OF DIMORPHOLECA
G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING
HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
H. ITEM A OF THIS SECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY
EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE
CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF
THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS, PER ACRE. TYPE 6 MULCH (STRAW)
MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED
IT MUST BE ANCHORED TO THE SLOPE MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO
THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15% SULFUR APPLIED AT THE
RATE OF 500 LBS. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1, ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
A. TRACK WALKING SLOPES STEEPER THAN 6:1
B. RIPPING AREAS THAT WILL NOT BREAK UP SUING ITEM "A° ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED.
B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO
PROVIDE VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS
PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL
THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
UTILITY NOTE:
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
DRAINAGE NOTE:
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT
PROPERTY LINES AND /OR WATER IS TO DRAIN AWAY FROM STRUCTURES FOR
A MINIMUM OF FIVE (5) FEET AT 2% AND BE CONVEYED TO AN APPROVED
DRAINAGE FACILITY.
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 AN 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.
SAN DIEGUITO WATER DISTRICT LEUCADIA COUNTY WATER DISTRICT
Reviewed by. Re sewed by.
9 / /P
(=ice
/ y
�I6RATU7Ef6'Ui 2 YEAR�i MUM UAT_9ORE6 -9TE SICNEM -DALE
ENCINITAS FIRE DEPARTMENT
Reviewed by.
OWNER /APPLICANT
CURTIS & PATRICIA METTLING
163 PHOEBE COURT
ENCINITAS, CALIFORNIA 92024
PHONE: (760) 944 -9874
OWNER'S CERTIFICATE:
SCALT°• / "= YO'
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
0/
DATE
SOILS ENGINEER:
STICKEL & AS50C.
P.O. 80X 91
TUSTIN, CALIFORNIA 92781
PHONE: (714) 953 -8727
SOILS ENGINEER'S CERTIFICATE:
L E.C. F� D RSTFI A 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 UNDER MY DIRECTION
BETWEEN THE DATES ( z ONE COMPLETE COPY OF THE SOILS
REPORT CQMP1LE FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
CITY EN fNEER\ RTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
INCLUD JN Ht IlS "REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
SPEC I ICicT1, N
i It DAIL'
DECLARATION OF RESPONSIBLE CHARGE=
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE
CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS
CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
PROJECT DESIGN.
� a -\( 8 /,5 U L
SIGNATURE
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TAIT
Consulting, Inc,
717 Pier View Way
Oceanside, CA 92054
Phone: 760 -433 -1166
COMMUNITY DEVELOPMENT DEPARTMENT
Reviewed by: Ridge o gtr�ryelcdd�iL:..
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QROFESS�
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No. 32247 z
* Exp. 12 31 ZQL4
OF CAU
APPROVALS
RECOMMENDED APPR, VED
BY 4-44 DATE
BY 912-3/02- DATE eA44O
No. RTVISION
A5-,F>u1LT- WA%%1i
WORK TO BE DONE
GENERAL
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 REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION PREPARED BY TICS KLE &
ASSOC. DATED MARCH 14. 2002 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. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE
FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE 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 SATURDAYS, SUNDAYS AND
CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND
PERMITTEE. THE PREGRADE 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 NTH 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. 7523 -GR 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.
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 OR 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. SEWER .......... .......................LEUCADIA
COUNTY WATER DIST.
(760) 753 -0155
B. ELECTRICAL & GAS ..................
..........................SDG &E
(800) 411 -7343
C. WATER _ ... ..........................._SAN
DIEGUITO WATER DISTRICT
(760) 633 -2709
D. TELEPHONE ...........................
.................PACIFIC BELL
(619) 285 -6609
E. CABLE T.V . ....... ...............
... ..................CABLEVISION
(800) 303 -3000
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR 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.
ENVIRONMENTAL DATA:
STEEPEST EXISTING NATURAL SLOPE: 10%
MAXIMUM VERTICAL DEPTH OF CUT: 0,5 FT.
MAXIMUM VERTICAL DEPTH OF FILL: 4 FT.
EARTHWORKS:
CUT: 35 C.Y.
FILL: 270 C.Y.
IMPORT: 235 C.Y.
Date CITY OF ENCINITAS ENGINEERING DEPARTMENT
2. `•W PRECISE GRADING PLAN FOR:
METTLING RESIDENCE
163 PHOEBE STREET
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717 Pier View Way
NEW CONCRETE
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SECTION 'A—A'
SECTION 'B—B'
SECTION 'C—C'
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760-433-1166
BENCHMARK: BASIS OF ELEVATIONS
Description: CITY OF ENCINITAS CONTROL P010.
Location: P•K. NAIL WITH SHINER IN MEDIAN OF HIGHWAY 101
NORTH OF LA COSTA AVENUE.
Record From:
Elev: 38.00'
Datum: MSL.
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QR FESS/
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No. 32247 Er
4( Exp. 12 31 04 * 4
OF CA0
W y GRASS OR LANDSCAPED STORM WATER CLEANSING AREA TO BE
W W PRIVATELY MAINTAINED AND NOT MODIFIED WITHOUT OBTAINING A
PERMIT FROM THE CITY OF ENCINITAS
APPROVALS No. REVISION Approved By Date CITY OF ENCINITAS ENGINEERING DEPARTMENT
RECOMMENDED APPR D As -8uwr W4wE1� ?C Z•4-14 PRECISE GRADING PLAN FOR:
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Description: CITY OF ENCINITAS CONTROL P010.
Location. P.K. NAIL WITH SHINER IN MEDIAN OF HIGHWAY 101
NORTH OF LA COSTA AVENUE.
Record From:
Elev: 38.00' Datum
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2" TO 3" ROCK
EXISTING GROUND PROFILE
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT -OF -WAY
50' MIN. /
/ / \/\ ... .• °.. ' • ' . �.... ...,..: PUBLIC
GENERAL NOTES FOR STABILIZED CONSTRUCTION ENTRANCE: \ /j ,.:., .::.. • • `` `.• RIGHT -OF -WAY
�/\ .• , ..
EXIST 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT �/ . '":''�' u., "'•_
GROUND TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS
MAY REQUIRED PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS
CONDITIONS DEMAND, AND REPAIR AND /OR CLEANOUT OF ANY MEASURES �i / \\ "' °'" ' ; �:. "' '. `' •.
USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED / \�j \\ . '' "'. :'•
OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY. j / � \ \\\ c + ..:i �:ti ?: :: :. `• .: :., •. '> N
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2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR
TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, 2" TO 3" ROCK
IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT
DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL EXISTING GROUND i
SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH
OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS OR OTHER PLAN
APPROVED METHODS.
3. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATE AT ANY POINT DETAIL
MERE RIGHT- OF STREET, OALLEY, SIDEWALK OR SITE AT APUBLIC STARI1I7FD CONSTRUCTION ENTRANCE
APPROVALS
RECOMMENDED APPR WED
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BY 1/1-3/ 0Z DATE 9/,Z±/02-
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Consulting, Inc.
717 Pier View Nay
Oceanside, CA 92054
Phm: 760 - 433 -1166
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REVISION Approved -By Date CITY OF ENCINITAS ENGINEERING DEPARTMENT
AS"Buwr WANED eu Q,•6• MEROSION CONTROL PLAN FOR:
METTLING RESIDENCE
163 PHOEBE STREET
DRAWING NO.
7523 -GR
SHEET 3 OF Z