1999-6099 G (Plans) WORK TO BE DONE GEOTECHNICAL NOTES GRADING PLAN LEGEND sympm
A. GENERAL 1. CONCLUSIONS AND RECOMMENDATIONS CONTAINED WITHIN THE SOILS REPORT PREPARED BY ITEM DESCRIPTION
10. SHOULD GERMINATION HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE PETRA GEOTECHNICAL, INC., TITLED GEOTECHNICAL INVESTIGATION,
PROPOSED DOWSING EXISTING CONTOURS , , , , , , • . , .. • . • 3��
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES
SHALL BE RESIDENCE, DATED JULY 23, 1999 SHALL BE REVIEWED AND FOLLOWED THROUGHOUT THE WORK 5 3p
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
OF EXISTING SPOT ELEVATIONS i
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA
DEPARTMENT AND AS REGARDED AS MINIMUM RECOMMENDATIONS. THE OWNER SHALL OBTAIN A REVIEW • • ' E.G•
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST O PROPOSED SPOT ELEVATIONS F CONSERVATION.
AND RECEIVE POSSIBLE REVISIONS TO THE ABOVE NOTED REPORT AND INCORPORATE THE NS, • , ...... 3��
ADDITIONAL AND /OR MODIFIED RECOMMENDATIONS CONTAINED THEREIN AND AS OTHERWISE F S. F .G- `
FOR INSPECTION. E HYDR ❑SEED PROVIDED BY THE SOILS ENGINEER DURING THE COURSE OF THE CONSTRUCTION WORK WITHIN -
2. SOILS REPORT TITLED GEOTECHNICAL INVESTIGAT PROPOSED DOWSING RESIDENCE. ,
PREPARED BY PETRA GEOTECHNICAL, INC, DATED JULY 23, 1999, SHALL BE CONSIDERED 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 64 (HORIZONTAL
THE SCOPE OF WORK AS SHOWN HEREON. A E P
� ION,
STI IS Pt1± �L
2. THE STRUCTURAL SECTION OF ALL PAVEMENT SHOWN HEREON SHALL BE AS PER THE SOILS kc t -
AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL' BE DONE IN ACCORDANCE WITH THE TO VERTICAL) OR STEEPER WHEN THEY AREA
6 INCH 150145 CURB G -�
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. ENGINEER'S RECOMMENDATIONS. '
APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATIONS AND TYPE B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT
TO 3. A MINIMUM HORIZONTAL CLEARANCE OF 5 FEET SHALL BE MAINTAINED BETWEEN OUTSIDE ,t eaw. PAVING V, : 9.. ON t2" BASE MIN.)
` �
3 ' EDGE OF BUILDING AND /OR RETAINING WALL FOOTINGS AND FACE OF ADJACENT SLOPES '. ' ' ' ' ' ' &
OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS VITHIN STREET RIGHT -OF -WAYS. SEPARATE EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS
• V •
EXCLUSIVE OF ANY SURFICIAL DEPOSITS.
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT APPROVED BY THE CITY ENGINEER. 4. THE GRADING PLANS SHOWN
HEREON AND THE FOUNDATION PLANS PREPARED BY OTHERS SHALL DIRECTION OF ILO . . . . . , , .
PLANS. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL BE REVIEWED AND APPROVED BY THE GEOTECHNICAL
CONSULTANT TO INSURE CONFORMANCE
4. WRITTEN PERMISSION :ALL BE OBTAINED FOR ANY 13FFSITE GRADING. FOR THE GROWTH WITHIN THE HYDR ❑SEEDED AREA. SAND BAGS
5. CCNTRACT'.1 SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING, WITH THE
G CONSULTANT RECOMMENDATIONS. • ' '
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE 1. SEED MIX SHALL CONSIST OF NO LESS THAN, 5. CONSTRUCTIOON
N O OBSER AL BSERVATION OF FOUNDATIONS AND FIELD DENSITY TESTING OF ALL
COMPACTED FILL, INCLUDING TRENCH BACKFILLS DEEPER THEN 12 INCHES, SHALL HE Emmet==� OPERA
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. A. 20 LBS. PER ACRE OF ROSE CLOVER PERFORMED BY THE REPRESENTATIVE OF
THE GEOTECHNICAL CONSULTANT TO INSURE ��
PcC eN 12 8 AsE �11t�i. ` - PERMIT)
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS B. 20 LBS. PER ACRE DF ZORRO FESCUE COMPLIANCE WITH THE EARTHWORK
SPECIFICATIONS PROVIDED BY THE GEOTECHNICAL C01IL• Pt►VIW6 Cy - � •
DISTURBED OR DESTROYED SHALL BE RE -ES . ABLISHED AND REPLACED BY A REGISTERED CIVIL C. 3 LBS. PER ACRE DF E SCHOOL CIA CALIFORNICA
ENGINEER OR A LICENSED LAND SURVEYOR. D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA CONSULTANT. P , 6 INC
D
PVC DRAIN PIPE
7. THE CONTRACTOR SHE L i DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. IMPORT
SOILS SHALL HAVE A VERY LOW TO LOW EXPANSION POTENTIAL. PRIOR TO '
SHORING, AND SHA!_ ! . JE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FLDERAL F. 1/2 LBS. PER ACRE OF DIM13RPHOLECA IMPORTING ANY
SOILS, A SAMPLE SHALL BE OBTAINED FOR TESTING AND APPROVAL. (12 INCH
SAFETY AND H` :NTH STANDARDS, LAWS AND REGULATIONS. G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS 7. ALL FOOTING
EXCAVATIONS AND UTILITY TRENCHES SHALL BE OBSERVED AND TESTED BY AREA DRAIN INLET
S. GRAFT*.'. _ EQUIPMENT OPERATING WITHIN DNE -HALF <i /2) MILE OF A STRUCTURE FOR VHERE�HE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER
A PUBLIC THE GEOTECHNICAL CONSULTANT TO ASCERTAIN COMPETENT BEARING SOILS. ALL ��p DITCH D -75 TYPE 8
HuMAN OCCUPANCY SHALL NOT BE C�,'d11UCTED BET\vEEN THE HOURS OF 5130 P.M. AND 7130 STREET OR RESIDENTIAL STRUCTURES.
BACKFILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90 PERCENT. • ' ' ' ' ' ' ' ' ' ' ' '
' '
A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING 8.
ALL CURBS, GUTTERS AND SIDEWALKS MUST HAVE A MINIMUM OF 6' D.G. BASE OR AS CUT SLOPE .. . . . . . . . . . ........ POSE PE
9. N7 GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
RECOMMENDED BY THE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER.
ONSI TE WITH THE FOL LOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS HYDROSEEDING. 9. PAD PRESOAKING SHALL OCCUR PRIOR
TO CONCRETE PLACEMENT TO OBTAIN SOIL MOISTURE FILL SLOPE , • , , , , , , . . . POSE OPE
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. ; HE PREGRADE MEETING BE I. ALL SEED MATERIALS SHALL BE i RANSP13RTED TO THE JOB SITE IN UNOPENED CONTENT
A MINIMUM 3 PERCENT ABOVE OPTIMUM TO A MINIMUM 18 INCHES INTO SUBGRADE. CUT
SCHt " "' FT1 WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE
10. AREAS TO RECEIVE FILL AND CUTS LESS THAN ONE FOOT, THE SURFACE SOILS SHALL BE DAYLIGHT LINE . . . . . . . . . . . • .. • .
10. PRIOR 1 *11 HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
SCARIFIED TO A DEPTH OF APPROXIMATELY 12 INCHES, MOISTURE- CONDITIONED TO OPTIMUM FILL
SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM J. NON -PHYTO -TOXIC WETTING AGENTS MAY HE ADDED TO THE HYDRDSEED SLURRY MOISTURE
CONTENT AND RECOMPACTED TO A MINIMUM RELATIVE DENSITY OF 90 PERCENT. DRAINAGE SWALE . . . . . . . .. . .... • . -411---� --�-
THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH AT THE DISCRETION OF THE CONTRACTOR.
'
ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER
ACRE. TYPE PROPERTY LINE . . . ..... . . . .... .
THE HAULING OPERATION. 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY 20' FINISH CONTOURS '
'
11. UPON VENAL COMPLETION OF THE W? G
RK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE ?,
' ' ' ' ' ' ' ' ' ' ' ' -
a
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE
SOIL. RIP RAP �°
o0° O
� C � ..............
SHALL BE PROVIDED STATING 'THE GRADING UNDER PERMIT NO. 6099 -G HAS BEEN 3. FERTILIZER CONSISTING O f tI
F AMMONIUM OSPHATE SULFATE, 16 -20 -0, WITH 15% 2.0 8 �/T .0 8.0 'Z' O po
PERFORMED IN ,"�,. ANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE.
� 2.0 �° 6" CURB A•C• ENVIRONMENTAL DATA �
ON THE ATTACHED AS- GRADED PLAN', THIS STATEMENT SHALL BE FOLLOWED BY THE DATE 4. AREAS TO BE HYDR ❑SEEDED SHALL BE PREPARED PRIOR T❑ HYDROSEEDING
BY, 2% 27L G I (TYP.) 1) STEEPEST EXISTING NATURAL SLOPE ON - SI`tE = 50t% AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION. 1. ROUGHENING THE SURFACE TO HE PLANTED BY ANY OR A COMBINATION OF• r 2 X_ S 2) MAXIMUM VERTICAL DEPTH OF CUT 12± FEET
A. TRACK WALKING SLOPES STEEPER THAN 61 EXISTING GROUND (TYP.) A 3) MAXIMUM VERTICAL DEPTH OF FILL = 17± FEET
B. NOTIFICATIONS B RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 'A' ABOVE.' ��� 4) AVERAGE DEPTH OF CUT 9.2E FEET
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN 2. CONDITIONING THE SOILS S❑ THAT IT IS SUITABLE FOR PLANTING BYi
AVEMENT ON 5) AVERAGE DEPTH OF FILL 7.9E FEET
ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT
NOT 2 BASE MIN.
OUk KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, SATURATED SEED BED. STRUCTURAL SECTION PER
EARTHWORK DATA
HOWEVER, B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING I SO ENGINEER R CUT 9,250± C.Y.
�
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PRO SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. - -
-
TECT 5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE FILL = 10,400E C.Y.
ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS DRNEWAY SECTION A -A IMPORT/E*PBR-f = 1,150±
C.Y.
PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING IS THE
THE CONTRACTQR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF PERMANENT LANDSCAPING UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
NO SCALE NOTE EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL ]CASTS IW D
SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION ARE UTILIZED FOR PERMIT PURPOSES ONLY. ACTUAL
QUANTITIES WILL VARY DUE
AND LOCATION OF UTILITIES AND NOTIFICATION COMMENCEMENT OF WORK F. LANDSCAPING IMPORTANT NOTICE !1 TO UNFORESEEN LOSSES,
SHRINKAGE, AND /OR SWELLING FACTORS, ETC.
A. SEVERS - LEUCADIA COUNTY W.D. 753 -0155 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS
B. GAS L ELECTRIC - S.D.G. L E. - (800) 422 -4133 APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM T❑ THE CITY OF ENCINITAS SECTION 4216/4217
❑F THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION SITE
C. WATER - OLIVENHAIN M.W.D. 753 -6466 GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS NUMBER BE ISSUED BEFORE
A 'PERMIT T❑ EXCAVATE' WILL BE VALID. F❑R YOUR DIG _ �-
1 TELEPHONE - PACIFIC BELL (800) 422 -4133 2. 1-INISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT T ❑LL FREE 1 -800- 422 -4133 TWO J
E. CABLE TV - DANIELS CABLEVISION (800) 422 -4133 TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN
2. CONTRACTOR SHALL NMIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING OCTOBER 1 AND APRIL 15 WORKING DAYS BEFORE Y❑U DIG.
ANY WORK ON THIS PROJECT. PHONE 1 (760) 633 -2770. g
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE) (760) G E N E R A L NOTES Iq
633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT Qf INSPECTION WILL BE SUBJECT TO
REJECTION AND REMOVAL. 1. THE PROPOSED STORM DRAIN PIPING SHALL BE INSTALLED PER THE SAN DIEGO AREA REGIONAL v
STANDARD REQUIREMENTS AND SHALL BE A 24 INCH RCP 1500D LOAD PIPE SOILS ENGINEERS CERTIFICATE
C. GRADING 2. THE EXISTING LANDSCAPE IRRIGATION SYSTEMS ARE NOT SHOWN ON THESE PLANS. THE I
CONTRACTOR SHALL P ❑THOLE AND LOCATE ALL EXISTING IRRIGATION SYSTEMS AND I, ______R HALBERT _�__ A REGISTERED CIVIL ENGINEER Dv THE
STATE C A R L S B A D
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER ASSOCIATED ELECTRICAL WIRING AND CONTROLS. THE CONTRACTOR SHALL
PRESERVE, REPAIR, OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION, PLACEMENT ) RELOCATE AND /OR RECONSTRUCT THE EXISTING IRRIGATION AND ELECTRICAL SYSTEMS
AS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS I tom
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT REQUIRED BY THE CITY OF ENCINITAS AND THE LANDSCAPE ARCHITECT.
PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. 3. PLANTING AREAS ABUTTING DRIVEWAY AREAS ARE TO BE SEPARATED BY
A THE DATES AND _Z_ / ?3/22_. ONE COMPLETE COPY OF THE SOILS REPORT r I
UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS AND CONCRETE CURB PER SDRSD G -1 WHERE SHOWN HEREON. COMPILED FROM
THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE
TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN HIS /HER 4. LANDSCAPE AND IRRIGATION PLANS SHALL BE PREPARED IN CEINFR13MANCE TO
ALL THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING
OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN THE CITY LANDSCAPE GUIDELINES MANUAL.
PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT -- -J raem wpw� NO SCA
APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE 5. REFER TO THE OLIVENHAIN M.W.D. STANDARDS FOR DOMESTIC AND IRRIGATION
FOR THIS PROJECT HAVE BEEN INCORP ❑RATED IN THE GRADING PLANS AND
FOR THEIR INTENDED USE. SERVICE REQUIREMENTS. O.M.W.D. APPROVED R.P. BACKFLOW DEVICES ARE REQUIRED SPECIFICATIONS.
2. THE CONTRACTOR SHAD_ PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE PER O.M.V.D. STANDARDS. OWNER SHALL MAKE APPLICATION AND PAY ALL APPLICABLE
FEES. ENCINITAS
DRAINAGE AND PREVENT PONDING OF WATER. HE /HER SHALL CONTROL SURFACE WATER AND 6. OWNER SHALL OBTAIN A SEWER PERMIT AND PAY ALL APPLICABLE FEES TO
THE PETRA GEOTECHNICAL, INC.
AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL LEUCADIA C.W.D. FOR SEWER SERVICE 12225 WORLD TRADE
DRIVE, SUITE ❑ j p1°
TAKE REMEDIAL MEASURES TO PREVENT ERDSI13N OF FRESHLY GRADED AREAS UNTIL SUCH 7 MINIMUM SLOPE OF 2% AWAY FROM ALL BUILDINGS SHALL BE OBTAINED UPON
COMPLETION OF
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. SAN DIEGO CALIFORNIA 92128 0 fESS;
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED FINISHED GRADING FOR DRAINAGE CONTROL. v 1%
8. THE RETAINING WALLS SHOWN HEREON ARE TO BE CONSTRUCTED UNDER A SEPARATE PERMIT (619) 485 -5530 �. S• H,j
IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE ~� P l� s
MATERIAL SHALL BE REiCVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL 9. THE OWNER SHALL SECURE REQUIRED PERMITS FROM THE CITY OF ENCINITAS
FIRE DEPARTMENT f
!i 0 t� p
IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM PRIOR TO OCCUPANCY. ? 4o W +� 1+30.
oa22a p T
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6' AND THEN 10. SEE ARCHITECTURAL DRAWINGS FOR ACCESSIBLE BUILDING CONSTRUCTION
REQUIREMENTS STGNATUR DATE d 3
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR PHYSICALLY DISABLED PERSONS ACCESS COMPLIANCE, DESIGN DETAILS,
ALL CODE •. -31 -OY
TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. REQUIREMENTS, ETC. �Z2oy 0 -a1 �� �tV1�-
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED GRADE TO PRODUCE SMOOTH It. ALL WORK INDICATED HEREON SHALL BE PERFORMED IN ACCORDANCE WITH
THE 'CITY RCE N . EXP. DATE OF CAL 1FCR'
SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS OF ENCINITAS GRADING EROSION AND SEDIMENT CONTROL ORDINANCE'.`
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT 12. A PERMIT MUST BE FIRST OBTAINED FROM THE CITY OF ENCINITAS
BEFORE ANY GRADING, DEC RATION OF RESPONSIBLE CHARGE
IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED FILLING EXCAVATING, STORAGE OR DISPOSAL OF SOIL, CLEARING OR ANY
OTHER LAND DISTRUBING I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT VICINITY M A P
ON EXCAVATION GR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE ACTIVITY CAN PROCEED. I HAVE EXERCISED RESPONSIBLE CHARGE
OVER THE DESIGN OF THE PROJECT THOMAS MAP NO. 1148 B3
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 13. AN ISSUED PERMIT SHALL EXPIRE IF THE YORK AUTHORIZED IS NOT COMMENCED
WITHIN
ACCORDANCE WITH THE GRADING ORDINANCE. NINETY DAYS FROM THE DATE OF THE PERMIT OR FOLLOWING A NINETY DAY PERIOD AFTER AS DEFINED IN SECTION
6703 OF THE BUSINESS AND PROFESSIONS CODE, AND
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, SUSPENSION OR ABANDONMENT OF THE WORK. THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS LEGAL DESCRIPTION
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE 14. A COPY OF THE PERMIT, APPROVED PLANS AND REPORTS REQUIRED SHALL
BE MAINTAINED PARCEL 1 OF PARCEL MAP NO. 16268, IN THE CITY
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS OF
AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM AT THE WORK SITE AND AVAILABLE FOR PUBLIC INSPECTION DURING ALL - WORKING
HOURS. ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
UNSIGHTLY DEBRIS. APPROVAL OF LOCATIO 15. PRIOR TD ANY GRADING BRUSHING OR
N OF DEBRIS FILL SHALL BE SECURED FROM THE CLEARING THERE SHALL�E A PREGRADING MEETING BY THE RELIEVE ME, AS ENGINEER OF WORK, OF
MY RESPONSIBILITIES FOR PROJECT CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT AS PER MAP FILED OCTOBER 22, 1990 AS FILE NO. 90- 573753„
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. HELD ON THE SITE. PRIOR TO POURING CURB AND GUTTER OR PLACEMENT
OF PAVEMENT BASE DESIGN, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
D. EROSION CONTROL
MATERIAL, THERE SHALL BE A PREPAVING MEETING HELD AT THE SITE. THE PERMITTEE SHALL A.P.N. 264 - 222 -08 w
T * ' CASE EMERGENCY IS R'_ - .r" ;RL4 CONTACT RICHARD DOWSING AT (760) 591 -9148. NOTIFY THE CITY ENGINEER AT LEAST TWO (2) WORKING DAYS PRIOR TO THE
MEETINGS PEASLEY dt ASSOCIATES OWNER'S CERTIFICATE z
THE SOILS ENGINEER, CIVIL ENGINEER, OWNER CONTACTOR AND A CITY REPRESENTATIVE SHALL REBY CERTIFY THAT A REGISTERED
SOILS E1��INEER GE`�iICIST FfAS
.
2. EQU�rMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES HE PRESENT I CWE> HE RVISE
OVER ALL GRADING ACTIVITY AND ADVISE w DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT 15474
LAZY CREEK ROAD a t BEEN OR WILL BE RETAINED TO SUPE
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN 16. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST FORTY -EIGHT (48)
HOURS ON THE COMPACTION AND STABILITY OF THE SITE.
RAIN IS IMMINENT. PRIOR TO THE WORK BEING READY FOR ALL PHASES OF EXCAVATION AND FILL INSPECTIONS, EL CAJON, CALIFORNIA
;3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF CONCRETE OR GRAVITY DRAINAGE DEVICE INSPECTIONS, DRAINAGE CONTROL /DEVICE
INSPECTIONS, (619) 443 - 42.44
THE ENGINEERING INSPECTOR.
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