1989-9349 G (Plans) GRADING NOTES 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO SE FILLED AND FILL SHALL LEGEND SYMBOL
BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL
A. GENERAL VEGETABLE MATTER AND OBJECTIONABLE MATERNAL SHALL BE REMOVED BY
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE
PROPERTY BOUNDARY
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE
.. :
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO FIRM NATURAL GROUND. THE EXPOSED SON SHALL BE SCAR09ED TO A
EXISTING CONTOUR .. .:. °•- .ria c?•• :., : : ,. , .. , : : :
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS DEPTH OF 6' AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL
--
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND
REQUEST FOR INSPECTION. COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. EXISTING ELEVATION
2. THE SOILS REPORT TITLED REPORT TITLED 'GEOTECHNICAL INVESTIGATION 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE
TO
PROPOSED BUILDING ADDITION 322 STAFFORD AVENUE, CARDIFF, CALIFORNIA' PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES
PREPARED BY HETHERINGTON ENGINEERING, INC. DATED DECEMBER 19, 1986. OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND PROPOSED
CONTOUR
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING TRIMMED AS DIRECTED BY THE ENGINEER OF WORIK AND LEFT IN A NEAT AND
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND ORDERLY CONDITION. ALL STONE, ROOTS AND OTHER WASTE MATTER
SPECIFICATIONS CONTAINED IN SAID REPORT. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WENCH ARE LIABLE TO PROPOSED ELEVATION 4.
- 241
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND
LOCATION AND TYPE OF PUBLIC DRAINAGE FACILITIES, NOR OF TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING
IMPROVEMENTS WITHIN STREET RIGHT-OFWAYS. SEPARATE APPROVALS AND ORDINANCE.
PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE
DAYLIGHT LINE -� _C!/7 /
IMPROVEMENT PLANS. COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE r7�Li_
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A CONCRETE
PAVING
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL
'
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING
OF LOCATION OF DEBRIS FILL SHALL SE SECURED FROM THE SOILS ENGINEER
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
EXISTING PRIOR TO GRADING. 6. GRADING WILL OCCUR DURING THE DRY SEASON, BETWEEN APRIL 15 AND AC PAVING
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH OCTOBER 1.
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND SURFACE FLOW DIRECTION -�
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR. D. LANDSCAPING
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF
GARDEN WALL
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND
STANDARDS, LAWS AND REGULATIONS. IRRIGATION STANDARDS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1U2) MILE OF A 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES
RETAINING WALL (AS NOTED)
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES (PER C-2,
C-3, C-4)
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND GRADED BETWEEN OCTOBER 1 AND APRIL 15. a.
CITY RECOGNIZED HOLIDAYS.
E. EROSION CONTROL PROPOSED FILL SLOPE
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARTIN BRUMFIELD AT
4362738. 1:
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE PROPOSED CUT SLOPE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY
B. NOTIFICATIONS MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
BROOKS TYPE CATCH BASIN ❑
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF EMINENT.
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: APPROVAL OF THE ENGINEERING INSPECTOR. PRIVATE STORM DRAIN PIPE (PVC)
-- THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING RUN-OFF PRODUCING RAINFALL. EARTH BLADED SWALE
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO L*K*MMPLETED
COMMENCEMENT OF WORK: GRADING OPERATION OR UNFORESEEN C A>-*WANM WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
SEWER (CARDIFF SANITATION DISTRICT) 1400422.4133 PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN EARTHWORK
QUANTITIES
SAN DIEGO GAS A ELECTRIC 14XXM22 -4133 IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
WATER (SAN DIEGUITO WATER DISTRICT) 1400422 -4133 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING 1. CUT: 450 CY
PACIFIC BELL 1400422 -4133 PLAN SHALL BE INCORPORATED HEREON. FILL: 150 CY
CABLE TV (DIMENSION CABLE SERVICES) 1400422 -4133 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM EXPORT: 300 CY
THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL SE IN PLACE AT THE
2. STEEPEST EXISTING SLOPE ft WHERE PROPOSED GRADING IS TO OCCUR IS
TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 9444070 END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAM1 PROBABILITY 100%.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. FORECAST EXCEEDS FORTY PERCENT (401►). SILT AND OTHER DEBRIS SHALL
PHONE: (619) 944.6070. ALL WOW PERFORMED WITHOUT BENEFIT OF BE REMOVED AFTER EACH RAINFALL. 3. MAXIMUM VERTICAL DEPTH OF
CUT IS 9 FEET
INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
MAXIMUM VERTICAL HEIGHT OF FILL 13 6 FEET
EFFECTIVE COVERAGE OF GRADED SLOPES (5911 COVERAGE) PRIOR TO
C. GRADING NOVEMBER 15, THE SLOPES SHALL BE STASILIZEO WITH PUNCHED STRAW 4. VOLUME OF CUT 1 - AVG. DEPTH OF CUT(FT)
-ILM- 2.9'
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS INSTALLED IN ACCORDANCE WITH SECTION 3S.O0 OF THE EROSION AND
AREA OF CUT ( ) 4,200
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFTLLS AND OF CONSERVATION. 5. VOLUME OF FILLEA - AVG. HEIGHT OF FILL(FT)
- - 4W - 1.0'
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AREA OF FILL Fr 3800
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT SOILS ENGINEER'S CERTIFICATE
OBSERVATIONS3 AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION I, MARK D. HETHERINGTON, A REGISTERED CIVIL ENGINEER IN THE STATE OF
AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS SITE
ADDRESS
THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
322 STAFFORD
INTENDED USE. DIRECTION BETWEEN NOVEMBER AND DECEMBER 10N. ONE OOMPLETE COPY OF CARDIFF, CALIFORNIA
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES REVIEWED THESE GRADING PLANS AND CERTIFY THE RECOMMENDATIONS INCLUDED ASSESSORS
PARCEL NUMBER
l'I' N 1 SITE OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES IN THE SOILS REPORT FOR THIS PROJECT HAVE SEEN INCORPORATED
IN THE 280.29.10
TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS GRADING PLANS AND SPECIFICA
11 ��
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
1111 illllll INSTALLED. OWNER/PER MITTEE
SIGNED JACK AND GLENDA PORTER
RCE NO.: 322 STAFFORD
l h y C EXP. DATE: CARDIFF, CALIFORNIA 92007
F
LEGAL DESCRIPTION
\ P STd f f 0 I A PORTION OF LOT 2, BLK 94, MAP 1547
zw-
1 1 D < 1G DECLARATION OF RESPONSIBLE CHARGE
ill D plp i HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
,1 �I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
�l \1 A BIR DEFINES IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE
111 DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
" THE COUNTY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE
ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
I SOWARDS AND BROWN ENGINEERING, INC. '
527 NORTH HIGHWAY 101, SUITE E q o f $ -z , Ll l
SOLANA BEACH, CA 92075
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