1989-9027 G (Plans) 9YQ��iR
A. gamin" C. GRADI D.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY
A 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE
ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER.
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND
PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL COMPACTION OF FILLS AND BACKFILLS AND COMPACTION
OF ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
STANDARDS.
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF
ANY FILL 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON
REQUEST FOR INSPECTION. MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE ALL SLOPES PRIOR TO
OCTOBER 1 OR IMMEDIATELY UPON
2. THE SOILS REPORT NO. 88 -128 PREPARED BY BUCHANAN- SHALL STATE THAT INSPECTIONS AND TESTS WERE
MADE BY COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND
RAHILLY, INC., DATED AUGUST 15, 1988 SHALL BE HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, APRIL
15.
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
GRADING SHALL BE DONE IN ACCORDANCE WITH THE ACCORDANCE WITH THE APPROVED GRADING PLANS AND
THAT Z.
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR
REPORT. THEIR INTENDED USE. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RICHARD
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SMITH
AT 481 -6116.
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE PONDZNG OF WATER. HE SHALL CONTROL SURFACE WATER AND
SON. ALL
AVAILABLE AT ALL TIMES DURING THE RAINY SEA
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED
NECESSARY MATERIALS SHALL BE STOCKPILED A SITE AT
CONJUNCTION WITH IMPROVEMENT PLANS. WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO CONVENIENT
LOCATIONS TO FACILITATE RAPID CONSTRUCTION
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH
OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
GRADING. TIME AS PERMANENT DRAINAGE AND EROSION CONTROL 3. DEVICES SHOWN ON PLANS SHALL
NOT BE MOVED OR MODIFIED
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS MEASURES HAVE BEEN INSTALLED. WITHOUT THE APPROVAL OF
THE ENGINEERING INSPECTOR.
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED 4. THE
CONTRACTOR SHALL RESTORE ALL EROSION CONTROL
OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO SPECIFICATIONS. ALL VEGETABLE MATTER AND DEVICES TO
WORKING ORDER TO THE SATISFACTION OF THE
GRADING. OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CITY ENGINEER AFTER EACH RUN -OFF
PRODUCING RAINFALL. 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY M . MONUMENT CONTRACTOR FROM THE SURFACE UPON
WHICH THE FILL IS TO CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE HE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR
RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
ENGINEER OR A LICENSED LAND SURVEYOR. SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN
E RESPONSIBLE AND SHALL TAKE
6. THE CONTRACTOR SHALL B
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE
NECESSARY PRECAUTIONS B PREVENT PUBLIC TRESPASS ONTO
ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND AND COMPACT THE FILL IN STRICT ACCORDANCE
WITH AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND SPECIFICATIONS. CONDITION.
REGULATIONS. 4. CUT AND FILL SLOPES SHALL BE CUT A:`D TRIMMED TO FINISH 7 • ALL EROSION CONTROL MEASURES PROVIDED
PER THE APPROVED
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
GRADING PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED
BY AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED THE ENGINEER OF WORK AND LEFT IN A NEAT AND
ORDERLY WORK DAY.
HOLIDAYS. CONDITION. ALL STONE, ROOTS AND OTHER WASTE MATTER 9 • ALL REMOVABLE PROTECTIVE
DEVICES SHOWN SHALL BF. IN
•. NQSIfICAtIONi EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5)
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DAY RAIN PROBABILITY FORECAST EXCEEDS
FORTY PERCENT
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL
BE (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER
ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. EACH RAINFALL.
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE MATERIAL SHALL BE COLLECTED PILED OR OTHERWISE
PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90%
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS
TO COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL DE
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE
LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND 23 OF THE EROSION AND SEDIMENT
0
WITH SECTION 35.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
CONTROL HANDBOOK .0 THE STATE OF CALIFORNIA DEPARTMENT
MEASURES TO PROTECT ANY EXISTING UTILITIES OR APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE
FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE OF CONSERVATION.
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING DISPOSAL OF ANY SUCH MATERIAL.
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY SOILB 'i CMnIIICalEt
EXCAVATION, VERIFICATION AND LOCATION OF UTILITIES AND I, A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA,
NOTIFICATION OF COMMENCEMENT OF WORK: PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
SEWER LEUCADIA COUNTY WATER DISTRICT 1- 619 - 753 -0155 MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
OF THE
( ) SOILS CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE 1T ME
SAN DIEGO GAS i ELECTRIC 1 -800- 422 -4133 OR UNDEk MY DIRECTION ON AUGUST 15, 1988. ONE
COMPLETE
WATER (SAN DIEGUITO WATER DISTRICT) 1- 800 - 422 -4133 COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,
WITH MY
PACIFIC BELL 1- 800 - 422 -4133 RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
CABLE TV (DIMENSION CABLE SERVICES) 1- 619 - 471 -9000 CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE
GRADING
EXT.292 PLANS AND CERTIFY THE RECOMMENDATIONS INCLUDED IN THE SOILS
REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 GRADING PLANS AND SPECIFICATIONS.
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. ANCLEUITION Or NNHMNiINEi GY
PHONE: (619) 944 -5070
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR Z HEREBY DECLARE THAT I AM THE ENGINEER OF WORK
FOR THIS
INSPECTION. PHONE: (619) 944 -5070. ALL WORK PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
SIGNED: v �.
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE DESIGN OF THE PROJECT AS DEFINES IN SECTION
6703 OF THE RCE NO.:
SUBJECT TO REJECTION AND REMOVAL. BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS EXP. DATE:
CONSISTENT WITH CURRENT STANDARDS.
�.. ,
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A
i_.
REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF
MY RESPONSIBILITIES FOR PROJECT DESIGN.
SOWARDS AND BROWN ENGINEERING, INC. 0fCA�
527 NORTH HIGHWAY 101, SUITE E
SOLANA BEACH, CA 92075
BY ` DATE
RANDY R. B WN RCE 36190
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