1990-468 G (Plans) ORAOWO NOTES C. GRADING E. EROSION CONTROL LEGEND STANDARD DRAWING
A. GENERAL 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DOAL
MILLER AT (619)-338- PROPERTY BOUNDARY - -
ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE 7784.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND 2. EQUIPMENT
AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSAFY MATERIALS SHALL EXISTING CONTOUR
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON BE STOCKPILED
ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS CONSTRUCTION
OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS 3. DEVICES
SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE EXISTING ELEVATION
REQUEST FOR INSPECTION. OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN APPROVAL OF THE ENGINEERING INSPECTOR.
2. THE SOILS REPORT TITLED 'REPORT OF PRELIMINARY SOILS INVESTIGATION FOR ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL 4.
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
AVENIDA ESPERANZA RESIDENTIAL BUILDING SITE CORNER OF AVENIDA EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. WORKING
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH PROPOSED CONTOUR
ESPERANZA AND VIA DEL CERRITO, CITY OF ENCINITAS'. PREPARED BY C.W.
RUN -OFF PRODUCING RAINFALL.
WOOD CONSULTING ENGINEER DATED FEBURARY 13, 1990 SHALL BE 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 5.
THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL AS MAY BE REQUIRED
BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING PROPOSED ELEVATION f /Co9 9
IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR OPERATION OR UNFORESEEN
CIRCUMSTANCES WHICH MAY ARISE.
CONTAINED IN SAID REPORT. TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND
SHALL TAKE NECESSARY
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED BLADED SWALE
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN WATERS
CREATE A HAZARDOUS CONDITION.
RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE INSTALLED. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE
APPROVED GRADING
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLAN SHALL BE INCORPORATED HEREON.
PROPOSED CONC. DRIVEWAY (G -14)
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS, ALL VEGETABLE 8, GRADED AREAS
AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE THE
FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED.
PROPOSED FILL SLOPE (2:1 MAX) �_ 2
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 9. ALL REMOVABLE
PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END ��LL
EXISTING PRIOR TO GRADING. NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 8' OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST '�
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE EXCEEDS
FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED PROPOSED CUT SLOPE (2:1 MAX) �_ �_- y-
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. AFTER EACH RAINFALL.
FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING COVERAGE OF GRADED SLOPES (90% COVERAGE PRIOR TO NOVEMBER 15, THE
BROOKS TYPE CATCH BASIN (PRIVATE)
DEVICES,
LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF SLOPES SHALL BE
STABILIZED WITH PUNCHED STRAW INSTALLED IN
TO EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL
AND REGULATIONS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY - - - - - - - - -
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A CONDITION. ALL STONE, ROOTS AND OTHER WASTE MATTER EXPOSED OR HANDBOOK
OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 6' PV TOM DRAIN I (PRIVA
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL RETA
INING WALL (C�)
RECOGNIZED HOLIDAYS. SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. SOILS ENGINEER'S CERTIFICATE
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE I, J.C. 4MYTN, A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, RIP -RAP (D-40)
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT
NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION DATED FEBRUARY 13,
B. NOTIFICATIONS OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER 1990. ONE COMPLETE COPY OF THE SOILS REPORT
COMPILED FROM THIS STUDY, BROW DITCH (075) �-
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY CUT
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE DAY LIGHT LINE
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED - FILL
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE E THERE ARE NO A SEARCH OF BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO SIGNioL: ^-
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. D. LANDSCAPING RCE z v LEGAL DESCRIPTION
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING EXP. I PARCEL 1 OF PARCEL MAP NO. 8911
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS E'XP
/mss
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF
ASSESSORS PARCEL NUMBER
COMMENCEMENT
.
K: ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND 259- 231-68
IRRIGATION STANDARDS.
SEWER (LEUCADIA COUNT Y WATER DISTRICT) 1- 800 - 422 -4133 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR
SAN DIEGO GAS 8 ELECTRIC 1- 800 - 422-41
TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED DECLARATION OF RESPONSIBLE CHARGE OWNER/PERMITTEE
WATER (OLIVENHAIN MUNICIPAL WATER DISTRICT) 1- 800 - 422 -4133 BETWEEN OCTOBER 1 AND APRIL 15. DOAL MILLER
PACIFIC BELL 1- 800 - 422 -4133 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT 1 620 NORTH RANCHO SANTA
FE ROAD
CABLE TV (DIMENSION CABLE SERVICES) 1- 800 - 422 -4133 HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS ENCINITAS,
CALIFORNIA 92024
DEFINES IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 9445070
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
BY
PHONE: (619) 944 -5070. ALL WORK PERFORMED WITHOUT BENEFIT OF THE COUNTY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE
INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
ENVIRONMENTAL REVIEW NOTES
SOWARDS AND BROWN ENGINEERING, INC. !
2187 NEWCASTLE AVE., SUITE 202 1 EARTHWORK QUANTITIES
CARDIFF BY THE SEA, CA 92007 rw CUT - 2,000 C.Y.
FILL - 2,000 C.Y.
EXPORT/ IMPORT - 0 C.Y.
BY '� •t t p. � DATE � � 1 `jt �
RANDY R. BROWN RCE 36190 NO 3fi 90 2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR
IS
co 5 N 9< 4596.
4 V 3. MAXIMUM VERTICAL DEPTH OF CUT IS 10 FEET.
; Jc i C "��y�' MAXIMUM VERTICAL DEPTH OF FILI- IS 11 FEET.
4. VOLUME OF CUT 54,000 FT.
AREA OF CUT 13,900 FT. = 3.9 FEET AVERAGE DEPTH OF CUT
VOLUME OF FILL = 54.000 FT.
AREA OF FILL = 11.400 FTr = 4.7 FEET AVERAGE DEPTH OF FILL
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