1990-124 G (Plans) WORK TO BE DONE
GRADING PLAN GRADING
THE GRADING CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS,
GENERAL NOTES THE CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS,
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND THE STANDARD SPECIFI-
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD CATIONS FOR PUBLIC WORKS CONSTRUCTION.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION PLUMLEIGH PROPERTY
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL GRADING SHALL CONSIST OF THE CONSTRUCTION
OF ALL CUTS AND FILLS SHOWN ON THESE
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE PLANS AND OUTLINED IN THE EARTHWORK SPECIFICATIONS.
ALL GRADING DETAILS WILL BE
APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. IN ACCORDANCE WITH THE CITY OF ENCINITAS GRADING
ORDINANCE.
2. THE SOILS REPORTS TITLED "SOIL INVESTIGATION AND GEOLOGIC RECONNAISSANCE LEGEND REFERENCE SYMBOL QUANTITY
FOR THE BOTTOM LINE PROJECT, ENCINITAS CALIFORNIA " DATED AUGUST 31,
1983 AND "SUPPLEMENTAL GEOLOGIC INVESTIGATION FOR ENCINITAS RETAIL CENTER GRADING NOTES LANDSCAPING NOTES
ENCINITAS, CALIFORNIA " DATED APRIL 13, 1989 PREPARED BY GEOCON, INCORPO- EXCAVATION 700 C.Y.
RATED. 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED
IN ACCORDANCE WITH PLANS APPROVED BY
HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPAC- THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY
OF ENCINITAS GRADING ORDI- EXPORT 700 C.Y.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION TION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT
SOILS NANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. EARTH BERM
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT- REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
UPON 175 L.F.
OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND TESTS WERE
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER EARTH CHANNEL
IN CONJUNCTION WITH IMPROVEMENT PLANS. MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS 1 OR IMMEDIATELY
UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND 35 L.F.
AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING APRIL 15. RIP RAP 9
C.Y.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
INTENDED USE. EROSION CONTROL NOTES THE ABOVE QUANTITIES ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES USED BY THE
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DRAINAGE AND PREVENT PONDING OF WATER HE SHALL CONTROL SURFACE WATER AND
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LAIRD PLUMLEIGH AT (619) 942 -6051. GRADING CONTRACTOR IN ESTABLISHING THE SCOPE OF WORK TO BE PERFORMED
.
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO TO COMPLETE THE CONSTRUCTION SHOWN ON THIS PLAN.
SHRINKAGE IS NOT ACCOUNTED
GRADING. AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK
SHALL BE MADE AVAILABLE AT ALL TIMES FOR IN QUANTITIES
TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL
BE STOCKPILED ON SITE AT
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED RAIN IS EMINENT.
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED
BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTION -
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, ABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON
WHICH THE ENGINEERING INSPECTOR.
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED
TO
STATE AND FEDRAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRAC- THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
RUN -OFF PRODUCING RAINFALL.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE TOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT
ACCOR-
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 DANCE WITH SPECIFICATIONS. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL
EROSION CONTROL MEASURES AS MAY BE
P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION
OR UNFORE-
4, CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
SEEN CIRCUMSTANCES WHICH MAY ARISE.
SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL
TAKE NECESSARY PRECAUTIONS TO
LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
WATERS CREATE A HAZARDOUS
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED CONDITION.
SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED
IN ACCORDANCE WITH THE GRADING ORDINANCE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
NOTIFICATIONS 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, INCORPORATED HEREON.
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST
DRAIN AWAY FROM THE FACE OF
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE
FREE FROM SLOPE AT THE CONCLUSION OF EACH WORK DAY.
THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE
SECURED FROM THE
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH
MATERIAL. 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 PER -
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT CENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER
EACH RAINFALL.
ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CON-
TRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR ADDITIONAL NOTES 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES
FAIL TO PROVIDE EFFECTIVE COVERAGE OF
STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES GRADED SLOPES (90% OF COVERAGE) PRIOR TO NOVEMBER 15,
THE SLOPES SHALL BE
AND NOTIFICATION OF COMMENCEMENT OF WORK: STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE
1. THE STEEPEST EXISTING (X) SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 20X. EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
OF CALIFORNIA DEPARTMENT
A. SEWERS - LEUCADIA WATER DISTRICT 753 -0155 OF CONSERVATION.
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 3 FT.
B. GAS & ELECTRIC - S.D.G.&E. 800 - 422 -4133 THE MAXIMUM VERTICAL HEIGHT OF FILL IS 0 FT.
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT 753 -6466 3. a: VOLUME OF CUT (2 ) 10,725 FT T3) - 18,900 FT 2
AREA OF CUT (FT = 1 8 FT = AVERAGE DEPTH OF CUT (FT) EARTHWORK QUANTITIES
D. TELEPHONE - PACIFIC BELL 800 - 422 -4133 EXCAVATION: 700 C.Y. FILL 0 C.Y.
b: VOLUME OF FILL (F T 3 ) 0 FT 3 = 0 FT = AVERAGE DEPTH OF FILL (FT) EXPORT`. 700 C.Y.
E. CABLE N - DIMENSION CABLE SERVICES 800 - 422 -4133 AREA OF FILL (FTZ 0 FT 2
NOTE: A SEPARATE PERMIT MUST BE OBTAINED FOR WASTE OR IMPORT AREA.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING THE ABOVE QUANTITIES ARE ESTIMATED FOR BONDING AND PERMIT
PURPOSES
ANY WORK ON THIS PROJECT. PHONE: (619) 944 -5070 ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES USED BY THE
DECLARATION OF RESPONSIBLE CHARGE
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: GRADING CONTRACTOR IN ESTABLISHING THE SCOPE OF WORK
TO BE PERFORMED I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
(619) 944 -5070. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
TO COMPLETE THE CONSTRUCTION SHOWN ON THIS PLAN. SHRINKAGE IS NOT ACCOUNTED THAT I HAVE EXERCISED RESPONSIBLE CHARGE
OVER THE DESIGN OF THE SUBJECT TO REJECTION AND REMOVAL. FOR IN QUANTITIES 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
A mp RELIEVE ME OF RESPONSIBILITIES FOR PROJECT DESIGN.
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DR AWN APPROVALS CITY OF ENCINITAS
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